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HomeMy WebLinkAbout30707-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31339 Date: 12/20/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 610 LUPEN DR CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 104 Block 1 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 19, 2004 pursuant to which Building Permit No. 30707-Z dated OCTOBER 18, 2004 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 RECONSTRUCTION OF EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA 45556 DATED 8/2/04 . The certificate is issued to LUCILLE C LUFRANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0096 12/12/05 ELECTRICAL CERTIFICATE NO. 2043959 09/19/05 PLUMBERS CERTIFICATION DATED 12/09/05 MATTITUCK PLUMB.&HEATING Autfiorized Signature Rev. 1/81 Form No.6 - TOWN OF SOUTHOLD Y` BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC� ;n This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2- A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. /? New Construction: Old or Pre-existing Building: _�(check one) ��rr Location of Property: J,- C tee{ House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision _ Filed Map. Lot: Permit No. 3O ® _Date of Permit._ _Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _ 2s-. Appl nt Signature cb 313 3� O5 tJVERO3. 11003i�rJrJ�r>ncPcJ�cPcPrJrJ�r t� r� tP rJ�tPt1rJE�PtP rJ�rJ� rJrJM rJ�rJrJ� rJ�cJ�rJ�rJ� O 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 Upon the application of upon premises owned by c 5 PAUL R. BURNS LEONARD & LUCILLE LUFRANO 5 �55 P.O. BOX 1061 610 LUPEN DR5 SOUTHOLD, NY 11971-0932, CUTCHOGUE, NY 11935 5 Located at 610 LUPEN DR CUTCHOGUE, NY 11935 SApplication Number: 2043959 Certificate Number: 2043959 SS 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of �5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement, First Floor, Second Floor,Attached Garage, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on theDay of S 19th September,2005. 5 Name OTY Rate Ratine Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 Sensor 10 0 Smoke 5 SAppliances and Accessories 5 Dish Washer 1 0 1.2 KW 5 �+ Exhaust Fan 1 0 F.H.P. LL++ 5 Hydro Massage Tub(Therapeutic 1 0 5 5 Furnace 1 0 Gas 5 5 5 Air Conditioner 2 0 40 amp Amps 5 Wiring and Devices 5 5 Outlet 74 0 Fixture 5 Fixture 64 0 Incandescent 5 5 Fixture 10 0 Flourescent 5 5 Outlet 131 0 General Purpose 5 5 Receptacle 66 0 General Purpose 5 5 Switch 78 0 General Purpose 5 5 Receptacle 1 0 20 amp Laundry seal �+ 5 Receptacle 1 0 50 amp Range 5 5 Continued on Next Page 1 of 2 Lc This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 5 oWyss&Psssss����� s� L PiJrPr3PC. PrPcJrJ tJr 1rJd� [PrP cfr7PcPcPr�r fr�1rJclrJ@PrJ� r� rJJcPcP cJ�cPrJ� O BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 5�e� BUREAU OF ELECTRICITY e5 40 FULTON STREET — NEW YORK, NY 10038 eS CERTIFIES THAT 5 Upon the application of upon premises owned by c5 5575 PAUL R. BURNS LEONARD & LUCILLE LUFRANO 5 5 5 O 1 610 LUPEN DR SOUTHOLD 6NY 11971-0932, CUT HOGUE, NY 11935 5 5 5 Located at 610 LUPEN DR CUTCHOGUE, NY 11935 5 c 5 C� Application Number: 2043959 Certificate Number: 2043959 5 Section: Block: Lot: Building Permit: BDC: 5 ns11 5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 r�5 Basement, First Floor, Second Floor, Attached Garage,Outside, rrr5 c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 19th Day of September,2005. 5 5 Name OTY Rate Ratine Circuit Type 5 Receptacle 15 0 GFCI 5 5 Disconnect 2 0 60 amp Air Conditioner S 5�j Service �5+ 1 Phase 3W Service Rating 300 Amperes 5 5 Service Disconnect: 2 150 cb 5 Meters: 1 5 5 S 5 5 5 5 5 sea/ 5 5 5 �5 2 of 2 S5 L� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. D rJ�tJr�f� rJ@PcPrPcPr1� rPrJ'rP rPrP rJ'[Pc1Edl� rJ'rJ'r�rJ'rfarP rJ@PrJ� r.PrPrJ� O �o�gOFFO(�-�o H Z Town Hall,53095 Main Road Oy �� Fax(631)765-9502 P.O. Box 1179 �f'Ql � - Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building//Pe'rmit No� .3q 7d /. Owner: lr�vrl y 4,,ie,+A10 (Please print) Plumber: / / GlC 0c�m/Sr�� f /J� �✓y (�G�' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Pl b tgnature) Sworn to before me this -X-- day of�� �"' 20 425 DENISE KING Notary Public,State of New Yak Registration #01 KI8041757 Oualitied in Suffolk Courtly M Commission Expires May 15,2—0 Notary Public, County APPEALS BOARD MEMBERS pS�FFO��CIO, Southold Town Hall Ruth D. Oliva, Chairwoman = 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 Lydia A. Tortora 0 ' Southold,NY 11971-0959 Vincent Orlando �1' p! Tel. (631) 765-1809 James Dinizio, Jr. �Ol # �p Fax (631)765-9064 http://southoldtown.northfork,net BOARD OF APPEALS Q TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 2, 2004 Application No. 5556— L. LUFRANO Property Location: 610 Lupen Drive, Cutchogue CTM Parcel Id: 104-1-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 22,635 sq. ft. parcel has 130 ft. frontage along the south side of Lupen Drive and 131.77 ft. frontage along the west side of Billard Road. The property is improved with a 1-1/2 story framed dwelling with existing garage and accessory swimming pool, as shown on the February 26; 2004 survey prepared by Peconic Surveyors, P.C. BASIS OF APPLICATION: Building Department's May 20, 2004, Notice of Disapproval, citing Code Sections 100-242A and 100-244 in its denial of a building permit application concerning proposed additions and alterations, for the reason that the new construction will constitute an increase in the degree of nonconformance, in that the setback from the front yard line will be less than 40 feet instead of the code required minimum of 40 feet. The dwelling is presently 38+- feet from Lupen Drive (36 feet to the front step area). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 15, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: In the applicant's plan to substantially renovate the existing dwelling, applicants wish to add a garage at the east side of the existing garage area and to add an extension at the front of the house for a covered porch. The setback of the proposed front porch extension will be 38+- feet from the front lot line and 36 feet to the front step area; the proposed addition (garage) will be 37+- feet to the front line along Lupen Drive (and with proposed conformity of at least 40 feet to the front line along Billard Road). REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2— August 2,2004 ZBA No.5556—L.Lufrano CTM 104.1-3 1. Grant of the area variance will not produce an undesirable change in character of neighborhood or a detriment to nearby properties. The applicant's proposed new 1-1/2 car garage construction measures 10 ft. 4 in. x 21 ft. and will be located on the northeast corner of the existing dwelling, as shown on the applicant' sketched map (prepared on the February 26, 2004 Peconic Surveyors, P.C. survey map). The front (9' x 20') breezeway will be closed in and will be 36 feet to the proposed new step area. 2. The benefit sought cannot be achieved by some method feasible for applicant to pursue, other than an area variance. The applicant's addition is a continuation of the existing front line of the dwelling. The front property line which runs west to east is not parallel to the dwelling which unfortunately decreases the front yard set back by 1 (+-)ft. 3. The requested area variance is minimal and is a reduction of three feet from the current code, which requires a 40-foot setback from the front lot line at its closest point. 4. The difficulty was self-created when the existing house was not built parallel to the property line. 5. No evidence has been submitted to suggest that this minor variance will have an adverse impact on the physical or environmental condition in the neighborhood. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the applicant's sketched map on the Peconic Surveyors, P.C. map prepared February 26, 2004, and construction diagrams with a ZBA date stamp of June 4, 2004. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5- �. Ruth D. Oliva, Chairwoman 8/4/04 Approved for Filing FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30707 Z Date OCTOBER 18 , 2004 Permission is hereby granted to: LUCILLE C LUFRANO PO BOX 642 POINT LOOKOUT,NY 11569 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #5556 at premises located at 610 LUPEN DR CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0001 Lot No. 003 pursuant to application dated AUGUST 19, 2004 and approved by the Building Inspector to expire on APRIL 18 , 2006 . Fee $ 1, 400 . 70 LIZ Aut orized nature ORIGINAL Rev. 5/8/02 JAMES J. DEERKOSKI, P.E. 260 Decr Drive Mattituck, N.Y. 11952 (631) 298-5.506 To: Town of Southold Re: Strapping Inspection Lufrano 610 Lupen Dr. Cutchouge, NY 11935 Permit#307072 9 9T To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. v! ESR��`✓, ��Si 'ercly w .James . Deefkoski P.E. v''w �% I J yOF SOUly06 3 ° -7 ° © w . corm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL PL-.e ; [ ] FIREPLACE & CHIMNEY p [ ] FIRE SAFETY INSPECTION REMARKS:� `�^ ° - `moo- o DATE ��113 D s INSPECTOR /`� �ooOF SOOTyy6 30707 Z '® 44UNT TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [X FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE ARKS: 6� VLr DATE �3 aS -INSPECTOR- D 70 z © ��� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION /Q : [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` L p r TF �y OF SOUtyo Cil- X070 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST f ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4 u4�')�p +v A DATE 3 _ INSPECTOR,/� o /✓o i ay 1 a0f SOUTyo� ° 7077- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 - lo - os INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ FO NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: z ` L � . DATE P ° D re INSPECTOR C�_ 765.1802 BUIL EPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [," FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: "�� DATE l ® INSPECTOR . o v - /a _ _ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE - D DISTRICT SUB. LOT ;w C, ah Psi hi'✓e C. <ifc e v2 � FORMER OWNERLLt;-Q/W f, E ACREAGE i f' ,L �� S W TYPE OF BUILDING r UCB K0, RES. 2_10 SEAS. VL. FARM COMM. I IND. I CB. _— MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS s'9f�1 or 'fro , Lbeem"a , T 6 — d G .26 B d .P.. G e cure, ,, X000 c-e '71tS6s SA 3 `s� 9t9G 7000 4k pdd'' 7 79 �f� /OILS i� yx AGE BUILDING CONDITION NEW NORMALBELOW AB VE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD "illable 1 "illable 2 DOCK "illable 3 9 a� oy Cv91 3oC G6 - �.Qu,� a J�ima — Ioodland Nampland -ushland✓ 00 %fto ouse Plot , otal .. t:_ � Ila Ae • ., a i S *�� � a S ■■ ii��9•�ai 17 Foundation :. 'Basementth Floorsxtension Ext. Walls A58 Interior Finish Ir L) yv Fire Place Heat Porch Roof Type I I I Porch Rooms I st Floor eezeway / t17 �b / Patio Rooms 2nd Floor 7- L Driveway Dormer FIEW INSPECTION REPORT DATE COMMENTS C) FOUNDATION(IST) Ae u -------------------------------------- FOUNDATION(2ND) 0 0 All y — y ROUGH FRAMING& _ y PLUMBING 0 z Qt.. � r INSULATION PER N.Y. -" STATE ENERGY CODE 4* tt 3 - , FINAL 'lnl� ADD ONAL CO .� f p o X �p1�o O z x O C w TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 a Contact: Approved U ,20� Mail to: Disapproved a/c _ Phone: Expiration ,20 (Z7 N BuildinInspec " Y `t APPLICATION FOR BUILDING PERMIT Gy4€ i rp!��o Date S �� , 20 a� T INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,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 al icant or name,if a corporation) (Mailing address of applicant),-C/1-1.- 11119j� 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 applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed w rk will be done: House Number 'Street Hamlet J` County Tax Map No. 1000 Section /fir/ Block 0/ Lot O Subdivision Filed Map'No, Lot'! (Name) 2. State existing use and occupancy of premises and in ended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy r^ c 3. Nature of work (check which applicable): New Building Addition / Alteration t/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3�SB� o Fee ?5- (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front F Rear Depth 3 S, Height Number of Stories Z Dimensions of same structure with alterations or additions: Front S 7. P Depth 3s-, 6 Height Number of Stories ,? 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stct-des 9. Size of lot: Front J �-f 4'"Yearr'l Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓NO ` 13. Will lot be re-graded? YES_NO %//Will excess fill be removed from premises? YES_NO 14. Names of Owner of premises.4C�pf Address 19'0 Phone No. Name of Architect Address Phone No Name of Contractor kn C✓mss u. Address 4f hone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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: COU TY OF A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing com contract)above naed, '-V (S)He is the lc � (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the ma et forth in the application filed therewith. Sworn to before e thjs' d ` o b4- Notary Public Si e of Applicant BERT 1.SCOTT,JR. Note Public,State of New York elified in Suffolk County No.01 SC47250�,Q_ Term Expires May 31,l�r� SCDHS REF.# RIO-04-0096 LOT NUMBERS REFER TC MAP OF SECTION ONE HICKORY ACRES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE N ON APRIL 20, 1961 AS FILE NO. 3325, SURVEY OF PROPERTY AT EAST CUTCHOOVE TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000-144-M-03 SCALZ- 1'=30' (VACOT) FEBWARY 26, 2004 ; OCTOBER 5, 2004 ootmry 0�SMwt�sXX way ` ropeu At OFOt �FOR AFOA ti FANtII.Y ID CS dnY EL f6.�' Q RaF Lupo DRIVE FdR MAXI orEx"W130• IgE YEARS FROM BASE OF AppitOVAL �anifiQr d �G{tiNK�✓lT Z' 7' 7(]" wW� -� y a ,,, `� ♦'"' ti W Cot d i �`. CL , CIO $V- At H�. ' LOT 5 LOT B 1 1� c° � M s1103 Well f®i AV RP4�b/e Wa er RP/y.. vl ; t*se�ev/ /s be f ryya m os removsd 71. �r C x GE �.x�-•Y.�x rk1K1 ` - � �1 �{ -► fipr►n7ier with the STANDARD$ FOR APPROVAL � CaVSTRUCTIOW OF SUBSURFACE SEWAGE ` P - 1 t OSAL SYSTEMS FOR SWGLE FAMILY RESIDENCES b{ pox1 4 �� M'Mt abide by the conditions set forth therein and on the d<! 1 0- 0!!- NEW y pit to construct. 0 j cr. runlo N , �RP�at.METjC i000tfon of weftand cesspools shown hereon are � prof � . � ��ac� FPO +• _,,N �o� `�P 7 fi«w observation and or from data obtained from others. rte' ,, i2�_.'e`�N�' so �`r g0 111 Avtiorts ore referenced to an assumed datum. 7i X3'1 r 0. t�. s At wA rmw QR AvanaM ro WS SWWY IS A KOLA RGYJ 1p� M�,4W 3 WN 7M OF RAE NEW YVW srAW MXA17ON LAW. AF PER SECMN 7M-sJMwS0V 2 ALL CERW7CnTaws � ' By Wr.s. L 1B ON ARE VALO,MM Res' MAP AND CWVS RiEWW Oft Y Or _� S77� &14SURA—OR�, P.C. � +MAP 4R :OVIIE5 BEAR RIF MAAESM SEAL OF INE SURWY�r � smwnM �,� �,� ��.,,,� (631) 765-5020 FAX (631) 765-1797 R=MONUMENT P.O. BOX 909 1 ' w=4635 X � •=P/PE rp 1230 TRAVELER STREET wN +� SOUTHOLD, N. Y. 11971 04-114 SCDHS REF.* RIO-04-0096 LOT NUMBERS REFERTO "MAP LA SECTION ONE HIc,Yci"y ACRES- FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE �/� ON APRIL 20, 1961 AS FILE NO. 3325. SURVEY OF PROPERTY N AT EAST CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000--104-01-003 SCALL Y=om' MOW, FE WARY 26, pp2004�p�� NOVEA�Et7 23?2004 (/oundo/Ion focaHpU WELL. p,P Lt>G 4 1 Djays 34 D 130. is o `. t lase. LOT 3 LOT i Ex/-4/09 Weil foi 1e G`r•sfi�Q C135P00/ �O be f//ed -i or re/noved x�x°'"�"x PAID \ am familior with the STANDARDS FOR APPROVAL (� \ AND CONSTRUCTION OF SUBSURFACE SEWAGE POOL \ �� 4' .7ISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 1f a i w \ , Op Of NEW and will obide by the conditions set forth therein and on the -ermit to construct. wo N� SNt.MErta�Oq� A� o. The location of wells and cesspools Shown hereon Ore bra' L slow * .'taw from field observations and or from data obtained from others. jo Elevations ore referenced to an assumed datum. ANY ALTERATION OR ADDITa1v To 7WS SURWY IS A MLATION • A 49618 Or SjCXW 7209 or THF NEW YVAK $TATE EMCA7101V LAW. Vis' "1M CONIC SUR YORSti . . 11QFT AS PER fla R SECw 7M-SLBDIMSVN 2. ALL CERTMCATAWiS (631) 763-5020 FAX (631) 765-1797 OMM ARE VALO AOR n#S MAP AAV CGPCS THOWOr M&y IF — W MAP OR CDPES SEAR 7W S WIESSED SEAL Or TW SLARWYOR P.O. BOX 909 MRIG$E Sd/AT!/RE APPEARS aextoer. g=MavuMENT 1230 TRAVELER STREET 04-114 AREM=22,63.5 SO. FT. *=PIPE u s P' SOUTHOLD, N.Y. 11971 LOT NUMBERS REFER TD "MAP OF SECTION ONE HICKORY ACRES" FILED IN THE _`UFFOLK COUNTY CLERKS OFFICE ON APRIL 20, 1961 AS F;LE NO. 3325. SURVEY OF PROPERTY " AT EAST CUTCHOG UE TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000-104-01-03 SCALE. 1'=30' (VACANT) FEBRUARY 26, 2004 t ( VM � - uN►�►a (1 `g LUPE�v DRIVE J EL. EL 19.°• 16.!• 130.00' N8012.500E EL P0.P+yE y gACK�iNE to �� N,YrJQOSED C"JD St E!/ �ryaC. �—�ZatesF•e WCLL 7ro 4CM Z Guoauco o � N5f• ,� 5 LOT 6 d 0 u t t/� Sr. P�°po la.PDp,Tw� (D�JNG) r } 90" s��i2oo ! � 376 nd >w CANT cw� �x c.E \Qy �,L ' PATIO r' 1 V I am familiar with the STANDARDS FOR APPROVAL \ �F AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES EPPOOL and will abide by the conditions set forth therein and on the permit to construct. cP PxTIto N The location of wells and cesspools shown hereon are o 1 STc� FEMA from field observations and or from data obtained from others. �l p �3,y0 (p""V0c'' OF NEw Elevations are referenced to on assumed datum. 563 GP C� rN T' NfTZ�y06� ANY AL IERA 110N OR ADDITION TO THIS SURVEY IS A VIOLATION F U OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. w l • YS.'.�Ll NO. ¢96'18 EXCEPT AS PER SECTION 7209—SUBDIWSION 2. ALL CERTIFICATIONS EL 'a9 .'.1 ij'10, W PCD l SLIR. �Y/'1 $, HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF —� 577-15-10 P Aj SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 6-• (631) 6 — 2C 765-1797 WHOSE SIGNATURE APPEARS HEREON. ^G� OYN� P.O. B � AREA=22,635 SQ. FT. :_P/pEUMENT � Je (aW.a. UNKN 1230 TR �111ra SOUTHOLD, , 04-114 S.C.D.H.S. REF. NUMBER RIO-04-0096 LOT NUMBERS REFER TO "MAP OF SECTION ONE HICKORY ACRES" FILED IN THE SUFFOLK COUNTY CIERK 'S OFFICE N ON APRIL 20, 1,961 AS FILE NCJ 3325. SURVEY OF PROPERTY AT EAST CUTCHOGUE T 0 WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-104-01-03 SCALE: 1'=30' (VACANT) FEBRUARY 26, 2004 OCTOBER 5, 1004 l- NOVEMBER 2.7, 1004 (FOONIIAM)N I(,, U 1NO)NKNONN NOVEMBER 9, 2005 (FINAi l WELL �O.LOC. DRIVE ! R LUPEN ' 130.00' . . wATrgNg0`12'50"E N ! WCTE > 7EIECtflIL � 'm r 1 - - METER, LOT 51 O y A't (ry rfj ,A. u �. d o 5 \ CANT 23.4 23.4 EC z 0 LD ��2 SEL0 DnN. OjNi. 27 x�x O x,x�x� Q, rr FRAME SggbOARACE p M HOUSE OU Y ' T m6 a U `° <> LOT �' a• m ori x (OW£UUNO) I 7 5N0w£N \ b 66.8 O. 0 1 � UNOENOH0IANN x � J W EXISTING WELL FOR NON—POTABLE USE ONLY. PpOpANE O.E. cSTOucx= s.r rx x 209 xc_x N96 hd� c� Ar I am familiar with the STANDARDS FOR APPROVAL ti � C AND CONSTRUCTION OF SUBSURFACE SEWAGE 140TTOO o . 50 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 1 J3' 1 E �Nx%° p and will abide by the conditions set forth therein and on the ® °' 61.2 '7 pp01 SjOcjx�1000 \\ permit to construct. a, av 20' The location of wells and cesspools shown hereon ore I `'P' ~ 41.7 from field observations and or from data obtained from others. 1 SroNE WALL �� 1N0)U00 Elevations are referenced to an assumed datum. ' /*, { 56���50 �p EO Ate,;.ew�o ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA77ON p'n �x 1Y ,�1,N 9� OF SECTION 7109 OF THE NEW YORK STATE EDUCATION LAW. 1 0.7E CZ • d bZ �O EXCEPT AS PER SECTION 7209-SUBDIOSION 2. ALL CER77RCA77ONS i 'j0"W AON Sd�� HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �_ S-71 63 ' ,,.. •PECONIC fEWHI-1 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 63' �1�tA!!3S yl y (631) I WHOSE SIGNATURE APPEARS HEREON. M�1o0 H70� 3i, P 0 B AREA=22,635 SQ. FT. =P/PEUMEN T (E)W Lac,LiNKNO `.3^I 7 /]S r Tn IRA vT . 1 OLL I t '!,If0l , 1 =1 -- -' 1 with lear".from insulation.8combustible mmeriats. It nam-IC rated,the hxmre most be installed with u APPROVED ,4v NOTED rn a sew Permit Number STRUCTURAL DESIGNP BUILDING CONSTRUCTION NOTES: 1609.1.1.1 Applicability. Theprovisions of SSTD 10 and the AF& PA Wood frame Constraclion I Vapor Retarder, DATE: I O 1 - B P.it 00461 9°N,L E alae PP h'' P I ] I Required on the warm-in-winter side ofall nun-vented fumed wilurgs, walls,rand Boors. ;��,� . SPM q •P, GENERAL: Mantlaljor One and India Family Dwellings, SBC Nigh Wind Edition are applicable only REScheck Compliance Certificate Checked Byrunm I FEE: D '� EY:!,d9�_ +°ry eo O W to buildings located within Exposure A, B an C as defined in Section 1609.4. The provisions New York Slate Energy Conservation Construction Code Materials ldevti6dnooe NOTIFY BUILDING DEPARTMENT AT z .a' I. All construction work shall comply with the Building Code of New York State,and the American Forest and Paper shall not apply to building sited on the upper half of an isolated hill, ridge or escarpment RESchaekSoaware vcrawn 3.5 Release 1e [ ] I Materials and equipment mus[he installed in auurdma with the manulhcmrcr's wstallanon instruct,t1t-7802 B AM TO 4 PM FOR THE � 3• Association(AF& PA)Wood Frame Construction Manual (WFCM)for One-and Two-Family Dwellings,2003 SBC meeting the following conditions: Data filennme:C:Trngram FileslCheckiREScheck••LIJFItANO.rak I I Multnah and equipment must be Identified so that compliance can be determined. FOLLOWING INSPECTIONS: 1 I I I ManuGelurer manuals for installed heating and cooling equipment anJ service water hearing b 1. FOUNDATION - TWO REQUIRED N Nb5s [ 1 Insulation R-valuta and glazing U-fucmrs most be cle.vly marked on the building plans or spcmfications FOR POURED CONCRETE High Wind Edition. I. The hill, ridge w escarpment is 60 fact(18288 mm) or higher if located in exposure B w PRaFan rt I'I,F: fuF'HANu RbsluhNce uln pmeot moat provided. m(t5e 30 feet(9144 mm)w higher if located in exposure C; 2. ROUGH - FRAMING & PLUMBING 2. All work shall comply with the New York Stale Energy Code. I A. It shall be the contractor's responsibility to submit the size,design,and type of mechanical systems which will be COUNTY: Suffolk I DWI Insulation: 3. INSULATION 2. The maximum average slope of the hill exceeds 10 percent; and I I Supply ducts in unconditioned attics or Outside the budding must be mwlaled to R-8. 4. FINAL - CONSTRUCTION MUST S fA 1'E:New Yak [ ) Return ducts in unconditioned,nits or outside the building mum be msulnwd to R-4. BE COMPLETE FOR C.O. used in sufficient detail as required by the Building Department. HDD:575U B. Insulate all supply&return ducts and piping as required by code. 3. The hill, ridge or Escarpment is unobstructed upwind b other such topographic features C. All windows,door sills,openings,etc. shall be caulked and weather stripped. B rP P YCONSTRUCTION TYPE: Detached I Or 2 Family [ ] Supply duels in unconditioned spaces must It insulated to eat ALL CONSTRUCTION SHALL MEET THE for a distance from the high point of 50 times the height of the bill or 1 mile(1.61 km), HEALING 1 YPE: Non-Elcevic [ ] Return ducts 7o unconditioned spaces(except basements)must 6e insulate)w R 2. REQUIREMENTS OF THE CODES OF NEW 3. Single and multiple-station smoke alarms. Single and multiple-station smoke alarms shall be installed in the following DALE:UInsulation is not required w return docs in M.uments. YORK STATE. NOT RESPONSIBLE FOR OF DESIGN OR CONSTRUCTION ERRORS. locations: whichever is greater. UA'1'8 UF'PLANS:06-17-04Duct COnatrucuon:-17-04 l ] I All Joints,seems,and connections must be securely fastened with welds,gaskets, nmitics COMPLY WITH ALL CODES OF 1) In each sleeping room. PROJECT DESCRIPTION: I (adhmivm),mastic-plus-embedded-fihre,Or tapes. Duct tape 1s not permitted 2 Outside of each separate sleeping area in the immediate vicinity of the bedroom. L•rce nom0uminuousl welded and locket NEW YORK STATE & TOWN CODES P P B ty 1609.1.2 Minimum wind lomis.'I'he wind loads used is the design of the main windfarm-resisting system shall LUFItANO RESIDENCE P � Y locking-type ImgituJinel joints anJ scans esu duels 3)On each additional story of the dwelling,including basement and cellars but not including crawl spaces and not be less than 10 pounds per square fool(0.479 kNAC2)multiplied by the arcaof the building or LUPEN DRIVE AS REQUIRED AND CONDITIONS OF uninhabitable attics.In dwellings and dwelling units with split levels and without an intervening door between the I operating at Ices than 2 eery 0fe P4). structure projected on a ventral plane natural to the wind direction. In the calculation of design wind CUTCHOGUE,NY. 11935 [ ] Lyons shall be with supported rices 10 feet or fo be covet ed with the vapor reorder. instrudimis. adjacent levels,a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the loads for Components and cladding for buildings, the algebraic sum of the pressures acting on opposite [ ] Coming ducts with exterior insulation must be coveted with n unpin retarder. it 2 SOUTHOLD TOWN PLA lower level is less than one full story below the upper level. faces shall be taken into account.The designpressure for components and cladding of buildings shall DESIGNERICONTRACTOR: [ ] Air fillers are required In the idem air system. $OUTHOLD TOWN PLANNING WARD W ( IP W B bs [ ] The HVAC system must provide v morns fm balancing err and water sysrams, r \ not be less than 10 pounds per square toot(0.479 kN/m2)acting in either direction normal l0 Itis EAST END DESIGN ASSOCIATES LLC. l I {d 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and surface.The design force for open buildings and other structures shall not fro less than 111 pounds per SLUT MAIN ,NY. IE W RD $ODEC TOWNTRU$TEE$ �sr/ SOUTIIOLD,NY. 11971 Temperature unit has a N.Y.S..$.DEC H conditions before construction or fabrication. Engineer is not responsible for any changes without written prior approvah aquina fiat(0.479 kN/m2)multiplied by the uea.ij [ ] Each dwelling inn has al ksnt one menummt ntptble ofaummatically adjusting the alone PROJECT NOTESI mnperoymre set point of the largest zona OCCUPANCY OR 5. Do not scale drawings. 1609.13 Anchorage against overturning, uplift and sliding. Structural members and systems,and ALL WINDOWS TO BE ANDERSEN HP UNITS WITH LOW E GLASS OR EQUAL I OW N:Icctric 9 stcma: components and cladding in a building Or structure shall be anchored to resist Wind- EQUAL EXTERIOR GLASS DOORS TO BE ANDERSEN HP UNITS WITH LUW E GLASS OR y 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any [ ] Separate electric meters Are,required test each dwdting amt USE IS UNLAWFUL /1 O materials,workmanship, means or methods of construction. The engineer shall not be held responsible for the design or induced overturning,uplift and sliding and to provide continuous load paths for these ALL EXTERIOR WOOD OR STEEL DOOR TO BE 1,40 RATED Fireplaces. WITHOUT CERTIFICATE installation of materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any other system [ ] I Fireplaces most be provided with Light sre.of no bastion air,a fireplace doors. .OF OCCUPANCY ~� forces to the foundation. Where a portion of the resistance to these forces is provided [ ] Fireplaces most be provided wiW a sonvco of win Mtstinn este.as required by the Fireplace cunstrudi not specifically contained m these drawings. Po P COMPLIANCE:Passes 11✓�� provisions of the Building Code ofh'en York Slnle,the Residemml('ode nfNen }'ark Stare or 7. Electric contraction is to conform to the National Electric Code,Residential Code of New York State,Building Code of by dead load,the dead load shall be taken as the minimum dead load likely to be in place Alaximum UA=721 the New York City Building Cade,As applicable. W Your Hume UA=673 ALL CONSTRUCTION SHALL 7 New York State,and LIPA. during a design wind event. Where the alternate basic load combinations of Sectiou 1605.32 6.8%Better Than Cute(UA) Service water Hearing: ALL THE REQUIREMENTS OF THE /1 rF�-�i 8. Plumbing is to conform to the County and Local Health Department requirements,and Residential Code of New York Gross Glazing [ ] Water banner vertical pipe them must have n hem Trap g bath the inlet and Outlet utiles the I-I are used, only two-thirds of the minimum dead load likely to be in place during a design Arca Or Cavity Coat err Door water heater his an integral heat trap a is pan o£n cvcnlming system. CODES OF NEW YORK STATE- are Stale, Building Code of New York State. Perimeter R-VAlw R-Value U-Fedi, UA I I Insulate circulating hot water pipes w the levels in Table 1 UMBER wind Ducat shalt be used. PLCERTIFICATION O W Coiling I:clot Ceiling Or Scissor Truss 2557 30,0 0.a 89 1 Circulating Hot Water Systems: ON LEAD CONTENT BEFORE 9. All heat producing equipment shall be installed in accordance with Residential Code of New York State,Building Code g g p I Insulate circulating had Witter pipes to the levels in Table I. Ceiling 2: Cathedral Ceiling(no attic) 514 30.0 0.0 17 CERTIFICATE OF OCCUPANCYO of New York Slate and manufacturers specifications. Skylight I:Wind Frame:DOuNe Pane with Low-C 9 0.420 4 1609.1.4 Protection of openings.to wind borne debris regions,glazing that receives positive externalI swimming soots: SOLDER USED IN WATER 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. pressure hT the lower 60 feet(18 288 tetra) in buildings shall be assumed to be openings Wall 1:Wind Frame, 16"ox. 7958 19.0 0.0 187 Window p: Wood Fe, 16" x. Pane with Low-F. 685 0.340 233 [ 1 All heated swimming pools mux have an un/ofhcnrcr switch and require a cover unless over?0'4u SUPPLY SYSTEM CANNOT 1 unless such glazing is impact resistant or protected with an impact-resistant covering Window 2: Wand Frnm<:Danhle Pane with Low-F IS 0.770 5 of the heating energy is form nun-depleteble sources Pool pumps require o time clock. EXCEED 2/10 OF 1% LEAD. ISI x 11. Limitation of Professional Liability: meeting the requirements of an approved impact resisting standard w ASTM E 1996 and of Window 3:Vinyl Framc:Doable Pane with Low-E 7 0.330 2 U By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Design ASTM E 1886 referenced therein as follows: baa 1:Glass 71 0.330 23 Heating and Coming Piping Insulation: Ilf���'YY'y'111,1, r-1 Associates, LLC.,and Weir draftsmen due to neglect,acts of error,such that the total aggregate liability of East End Door 2:Solid 69 0.4UU 28 [ 1 HVAC piping conveying fluids above 105`x or chilled fluids Wow 55 Y must he insulated 10 the FR NOT PROCEED WITH Design Associates,LLC., and Were draftsmen shall not exceed 50%of the total fee for services rendered on this project levels in Table 2, FRAMING UNTIL SURVEY rT excluding East End Design Associates,LLC.'s expenses such as blueprint copies,reimbursed fees,etc.. Fluor 1:All-Wood lohniItms:Ovo Unconditioned i. spots 240 30 0 0.0 87 OF FOUNDATION LOCATION Flour 2:All-Wood Jdstr I'russ:Ovcr Outside A. 40 30.0 0.0 p Tuldr Y M/nlmam lxsdannn TaleA,eer jar Circulating Nne fl'arer Pipes. HAS BEEN APPROVED. I.Glazed openings located within 30 feet (9144 mm)of grade shall meet the requirements of the m gmhon I hickrms in forties by Pipe sizes 12. All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or large Missile Test of ASTM E 1996. COMPLIANCE STA'1'EMF.N I. 'I he prapnaed building represented in this document is(Atmelcm with tine budding plats, Heated Wala Non-CoculntWr Runautr Circulating Mains and Humans specifications,and cher calculations.auMnitmd with this permit application. The proposed systems have boot designed to meet rhe I cmueroture(FJ Uo to V Up to 1y25- 1.5"to 2.0" Over 2" H reconstructed without written permission. 2. Glazed openings located more than 30 feel 9144 mm above rade shall meet the provisions 170-180 0.5 1.� 1.5 2A MOD OD r//�[� ( ) g P New York Seale Energy Conservation Catswction Code requirements. When a Registered Design Prnfcc5innal tins stumped and �'47W1!4Vl,G kilo • 13. Owner/Contractor must verify any site specific requirements for the construction such as flood zone requirements,etc. of the Small Missile Test of ASTM E 199)6. signed this page.they are attesting that to the lest ofhis/hcr knowledge,belie[,and professional judgment,such plans a 140-160 0.5 0.5 1.0 15 100430 0.5 6.5 0.5 1.0 specifications arc in compliance with this Cute. 1 OOMPLY WITH CHAPTER Exceptions; [ �Q D � i'600D DAMAGE PREVENTION 14. Acceptance of[hese drawings does not authorize the right to build without the authorization of local governing agencies Builderluesigner -_ �1/1t4,,A21M/V'YP'L/ Date " .___ IOUTHOLC TOWN CODE. such as Suffolk County Dept.of Health Services,Town Building Departments, DEC,FEMA, etc. Verify all conditions, 1. Wood structural panels with a minimum dnickness Of 7/16 inch(11.1 mm)and maximum panel Ta6ra 2: allnrarsrm leramnua 7hieAnes fm HVAC'Pipes• codes,and requirements with such agencies prior to construction. span of 8 feet(2438 mm)shall be permittenl for opening protection in one-and two-story NOW Temp Ins'ulatiun ThicMms fo la4hm by Pipe Sires buildings.Panels shall be Precut to cover llhc glazed openings with attachment hardware REScheck Inspection Checklist Piping System Tvas R=nut) 21• R oloum 1"unit Less 125•'w 2" 2.5"W 4" provided..Atmadimen[s shall be designed no resist the components and cladding loads treating Systems 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets or determined in accordance with the proviskans of Section 1609.6.5.Attachment in accordance New York State Energy Conservation Construction Code Low Press irwTompermme 201 50 1.0 1.5 is 2 0 RETAIN STORM WATER RUNOFF exceeds the Building Code of New York State,and the American Forest aced Paper Association(AF&PA)Wood Frame with Table 1609.1.4 is permitted for buildiings with a mean roof height of 33 feet(10 058 mm) RESchockSofrwue version 3.5 Release le Law Temperature _ r n0 05 1.0 10 15 PURSUANT TO SECTION 45-IOC Construction Manual WFCM)for One&Two Family Dwellings,2003 SBC High Wind Edition. Or]qs9 where wind speeds do nes exceed 1:30 mph. Sturm i Condensate(fur feed water) 1.0 10 is 20 OF THE TOWN CODE. DATE:06/17104 Coolluel systems 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, 2-Buildings in Category IV as defined in Tabic 1604.5, including production greenhotraes as Chiliad Water,Refrigerant, 40-55 0.5 0.5 0,75 1.0 PLUMBING PROTECT TITLP..F.11IFRANO RASIDF.NC:F. and Drina Illelnw 4P LO LO I,5 LS such as Suffolk County Department of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all defined ta Section 1608.3.3. ALL PLUMBING WASTE b WATER LINES NEED Conditions,codes,and requirements with such agencies prior to construction. TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION Bldg. I TESTING BEFORE COVERING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c Dept I 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. - ILK I U -rv, -- NOTES!TO FIELD (Building Deportee I 'x Only) '4 FASTENER SPACING(inches) 1. es: o FASTENER', Panel Panel<__ 4heei< 6(ed< [ ] I. Ceitingtl: Flat Ceiling mscissorTmss, R-30.Ocaviryln.mlatim CERTIFICATION OF TYPE a n Parini _ Panel ParW _ Connmmts: _ -- NAILING & CONNECTIONS GENERAL NOTES: <2 feet span _ s(wt _ spat [ 1 1 2. Cc ding 2:Cathedral Ceiling(no date),R-30.0 cavity insulation REQUIRED. Qom' u ° 0 0 e4(eel <61ee1 <8ted - Comments. _ CARPENTRY: 2112 96 Wood 16 16 iz _9 Provide double joists under all partition walls unless otherwise noted. screws Abure-Grade walls: ----- --- 1 Wall 1 Woad Frame, 16"o.c., R-19 0 cavity msulanmr - --- ---_-� - O E 3 2triAewnw I6 16 Ib 12 [ ] 1 - Provide typical energy comers+interior/partitions. acinus - _ _ -- - - -_ Comments. UNDERWRITERS CERTIFICATE o u Fireplace-provide support for hearth as required. $ r Sill plates are to be 2"x 6" treated 40 year CCA with sill sealer. Windows; Provide sill sealer-below termite shield. Far 51: 1 inch P 25.4 mm,I fora=304.8 mm, 1 pound=0.454 kg, REQUIRED 1 mile per hour=0.44 this. I 1 1 W r win I: Wood h t labelled U- funswide Low-E, ales ' 0.340 0 a. This table is based on a maximum wind 3-second gust)of 130 I For Panes- tvlmom lebchd lYfoaors.describe fekvink H-+ (A o �- 2"x 6"- 16" me exterior walls, speed( g ) I M Punts _Frumr 1\•p.; _ '1 hrnnnl Iteuk"I I Yrry[ [ Nu 2" x 4" - 16" oc interior walls-unless noted otherwise. mph and mean roof height of 33 fret or less. Clonwonts. _ __ LL AIL wall studs are to be#2 or better Douglas Fir-Larch. b.Fasteners shall be installed at opposing ends of the wood structural [ ) 2. Window 2' Wood F'ranm:lyoublc Pnnc with I.F., 0-fico, 0.330 _ W W Q R=' All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. panel. For windows without lobbied U-inetors,describe features: Figure 12-97 I rovide solid blocking beneath all bearing points. c. Where screws are attached to masonry w masonry/smeeo,they shall N PMtes Frame type 'thermal Break?[ ]Yca[ )Nn PIVw¢od"sooner' '^ caarrr No: Provide structural metal connectors n required m all conditions n per state and local codes. be attached utilizing vibration-resistant anchors having a minimum Comments: _ r[,"' altdchmem an either wood- Provide �'.mss,. Openings to have(2) 2 x 10 headers-unless otherwise noted. withdrawal capacity of 490 pounds- I 3. Window 3:Vinyl Frumc.Duuble Plate with Low-E,U-fads:0.330 co T 852-2004 tante or inasunry walls , .i h� -. Lag bolt all steel columns to girders in cellars,crawl spaces and basements. Fur windows Frain ul labelad U-factors,dmcrcm feenvee: a e'r oruan ar: Jt• t _spsuo i„n.n 4 ­ Lag Panes Frame Types Thcrmel Brcnk?l 1 Yes[ I No _ � '+ nn " CMA 3/4"cdx subfloor. This APA hurricane shutter design is based on pressures Cunmmnts. "Y, I",;-,,,, carcam err: 9 P y,� I/2" cdx roof sheathing. (5 ply) associated with a design wind speed of ons mph. Building J 4 1`•: ins:, "", 1/2" cdx exterior wall sheathing codes are wrrently being reviewed for possible changes. Skylights: - Provide fire blocking 1n all walls and floors as required by state and local codes. Before constructing shutters, therefore, it is important to [ 1 1. Skylight I.Wood Fcame:Duublu Parc with Low-E,U-factor:T.a2U 3r d -_.4 - - •.r For skylights without IabeleJ U-factors,describe features: 'm.�..a _ 1/4"= 1 -0 check with your local budding department for an update on current Code requirements;. 5 Panm_Frame Type Thenal Break?[ I Yes l I No NOTE "i a::'\. I y ret,",,, oAm mr _ _ 04-28-04 CONCRETE: Comme Me Engineered Wood � _ " Contractor is to verify soil load bearing capacity prior to construction. TABLE t Maxlmulm Span without Stiffeners - tt+-- Strength of walls=3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. owns: Association Plywood Ass d the � � 29-04 American Pipwaed hssoclalion7 ,, : _ 06- 17-04 Approximate [ ] 1, Door L(nass,U-factor:0.330 has propwdlive brochures thin ° All footings,foundations,etc. shall rest on undisturbed soil. APA Approximate Maximum Deflection in. at Comments: Footings shall be 48"below finished grade minimum. Panel ( ) pmsen[ mentons miser INd, g Weight Shutter 720 mph Design [ ] 2. Derr 2:SuIJd U-lunar:0.400 designs for rrican shutter and - `"""'"" vlpm=•._ All footings, foundations shall be formed. Span (lb.lft.2) Span Wind Speed Comments: _ Rating brochmy htaltlmgs The sil Provide reinforcing buttress'on any wall over 20' long, 2'-0"below final grade. x115-ff. Height - ' ( Waterproofing P" 8- P g) [ ] 1. Comments,il-Woad Joisp'Ttuss:Over Unconditioned Spam,R-30.0 cavity insulation at IheasEngineered Wood ire" •.J --3 - � - li'��"•�� '" I trent _ 2'-0" z 8"with 3-#5 rcbar on 16"x S"concrete footing) sum is 3o O.5 I Fleets: . Foundation Wale roofin and Dam proofing an per section R406 of the State Building Code. 4x23 2 3e Os A.ssucolinn website of hap 1, - 3 ' - 4a24 24 4B 09 wwwairdwood Ong/ [ ] ?. ITuur 2.All-W'uol luisuTrus:Over Outside Air,R-30.0 cavity insulation i t SHEET Trac ELECTRICAL: 48. 36 n 15 Comments' Keep boxes 5" minimum from edge of box to rough opening. GENERAL Electric construction is to conform to the National Electric Code,New York State Building Code,and LIPA. Air Leakage: TABLE 2 Estimated DeMeetlon at 720 mph Design Wind 1 woos mese wattMaeonry wan J [ ] onts,pendr¢tiand h itthe building nns,anaother such openings in umg envelthat envelope aare somas of air NOTES Provide smoke detectors as per state and local codes. Speed Jiat 16-ft.Height fur Shutttara with 2 x 4s at 16 inches o.c. I leakage must be settled. __ _ & PLUMBING: [ 1 Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assanbly D� FEDERAL EMERGENCY MANAGEMENT AGENCY APA Panel Approlu. Shutter Span (in.) ENERGY Supply pipes in walls(for toilets)at 3" from plywood. Span Weightt CALCULATION Plumbing is to conform to the county and local health department requirements and New York State Code. Rating pb.lff.20 24 36 46 60 72 84 1 96 All wall smcks ire a rectum.through..far four ofhouw:when ever possible,spray to match Near Shingle color. 32116 25 02 02 03 04 05 09 4alN 29 01 0.1 sura NO. j 445024 ze 01 os o3 oa 10 ©Copyright 2003, East End Design Associates, LLC. 4am 46 ¢1 ¢1 ¢3 ¢5 a9 All floor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. All plans and designs are the sole property of East End Design Associates, LLC. ALL PANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. 1 O,�` VERIFY SPANS OF STRUCTURAL PANELS GREATER THAN 3 WITH APA RATINGS. The right to build only one structure from these plans is liscensed excluslvly to the buyer. 1 1 PANELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE Acceptance of these drawings does not authorize the right to build without the authorization OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION of local governing agencies, such as Suffolk County Dept. of Health Services,Town Budding (AF & PA) WOOD FRAME CONSTRUCTIONI MANUAL (WFCM) FOR ONE AND TWO Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such I '. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. agencies prior to constetion. I - - ENCINEFI(5 SE4: SECTION 8303 SECTION R310 SECTION R312 LANDINGS 'Tread depth at any walking line, measured a consistent distance from a side of the stairway, Es r EMERGENCY ESCAPE AND RESCUE OPENINGS oN°` ra.y LIGHT,VENTILATION AND HEATING shall be uniform as specified in Section R303.1 Habitable rooms. All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent R312.1 General. Landings for stairways shall comply with this section. �' W ofthe floor arca ofsuch rooms.Natural wruiladon shall be through windows,doors,louvers or other approved 8310.1 Emergency escape and rescue openings required. Basements with habitable space and every ' w ll hbe Provided with illon ination in accordance with Section i t All 7 Illumination. stairs shall openings m the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily sleeping room shall have at least one operable emergency escape and rescue opening. 8314. controllable by the building occupants. The minimum alienable arca to the outdoors shall be 4 percent of the four area Where emergency escape and rescue openings are provided they shall have a sill height of R312.1.1 Landings for stairways. There shall be a floor or landing at the top and bottom of each 8303.4. being ventilated not more than 44 inches (1118 mm)above the floor. Where a door opening having a stairway. r4r di Exceptions: threshold below the adjacent ground elevation serves as an emergency escape and rescue Exception: At the top of an interior flight of stairs, provided a door does not swing over R314.8 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair 1. The gland areas need not be operable where the opening is not required by Section R31 0 and an approved opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply surface and any soffits protected on the enclosed side with 1/2-inch (12.7 mm)gypsum board. mechanical ventilation system is provided capable of producing 0.35 air change per hour in the room ora P Y the Blairs. whole-house mechanics] ventilations Is installed able o 1 ' outdoor ventilation air o l5 cithic eel r with Section 310.3. The net clear opening dimensions required by this section shall be 8312.1.2 Landings at doors. There shall be a floor or landing on each side of each exterior door. 14.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not part oflhe system tap Jsocc ymg f f per Obtained b the normal operation of the emergency escape and rescue opening from the 8 required building egress and providing access from the outside grade level to the basement minute adds (7A8 ed per occupant computed on the basis of two occupantsJur dx-first bedroom and one occupant y P g y P P g Exception: Where a stairway of two or fewer risers is located on the exterior side of a B for each additional bedroom. inside. Emergency escape and rescue openings with a finished sill height below the adjacent 2. The glazed areas need not be provided in rooms where Exception I above is satisfied and artificial light is ground elevation shall be provided with a window well in accordance with Section R310,2. door, other than the required exit door, a landing is not required for the shall be exempt from the requirements of Sections 8312, 8314 and 8315 when the maximum provided capable ofproducing an average illumination of6 footcandles(6.46 lux)over the area of the room at a height exterior side ofthe door. The floor or landing at a door shall not be more height from the basement finished floor level to rade adjacent to the stairway is covered by of 30 inches(762 mm)above the floor level. 8310.1.1 Minimum opening area.All emergency escape and rescue openings shall have a minimum net clear g J y than 1-112 inches(38 mm) lower than the[up of the Threshold. a bulkhead enclosure with hinged doors. R303.2 Adjoining rooms. For the purpose of determining light and ventilation requirements, any room shall opening of 5.7 square feet (0.530 m2). Exception: Provided that the exterior doorway is not for the exit door required by Section 8311, the step between the landing at an exterior doorway and the be considered as a portion of an adjoining room when at least one-half of the arca of the common wall is open and Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet top ofthe threshold shall have a rise not greater than permitted in Section SECTION R315 HANDRAILS unobstructed(d provides an opening of not less than one-tenth of the Thor area oflhe interior roam bra not less than 0.465 m2 . 8314.2. The door,other than an exterior storm or screen door 11 not swim er the landing. FT 1 25 square feet 2.32 m2 . ( ) R315.1 Handrails. Handrails shall be provided on at least one side of each stairway with two or more 8303.3 Bathrooms. Bathrooms, water closet compartmems and other similar rooms shall be provided with aggregate 8310.1.2 Minimum opening height.. The minimum net clear opening height shall be 24 inches 8312.2 Size. The width of each landing shall not be less than the stairway or door served. Every risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches glazing arm in windows of not less than 3 square feet(0.279 m2),one-half of which must be openable. landing shall have a minimum dimension 086 inches(914 mm)measured in the direction (864rom)and not more than 38 inches(965mm). All required handrails shall be continuous (610 mm). of travel. the full length of the stairs from a point directly above the top riser of a flight to a point Exception: The glazed areas shall not be required where artificial light and a mechanical ventilation system directly above the lowest riser of the flight. Ends shall be returned or shall terminate in newel are provided. The minimum ventilation rates shall be 50 din(23.6 Ls)for intermittent ventilation or 20 efnt 8310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches SECTION R313 RAMPS posts or safety terminals. Handrails adjacent to a wall shall have a space of not less [T (9.4 Vs) for continuous ventilation. Ventilation air from the space shall be exhausted directly to the 508 mm). than 1-12 inches (38 mm)between the wal I and the handrail. t� O outside. 11313.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units 8316.2 Handrail i size. All required handrails shall be of one of the following or provide Q 8310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from grip e9 tom, horizontal (12.5-percent slope). 6 tYPes P ✓-' 8303.4 Stairway ilbunination.All interior and exterior stairways shag be provided with a means to illuminate the stairs, the inside of the room without the use of keys or tools. equivalent graspability .. including the landings and treads. interior stairways shall be provided with an artificial light source located in than 8313.2 Handrails required. Handrails shall be provided on at least one side of all ramps immediate vicinity ofeach landing ofthe stairway. For interim stairs the artificial light sources shall be tapable of Type 1. Handrails with a circular cross section shall have an outside diameter of at ]east `� J 1-{ illuminating treads and landings to levels not leas than 10 footcandlescanter (]081x)measured at the oftreexceeding a slope alone unit vertical in 12 units horizontal (8.33-percent slope). Handrail rescue shave ads and 8310.2 Window wells. Window wells required for emergency escape and hall h 1-1/4 inches(32 mm) and not greater than 2 inches(5 f mm). If the handrail isnot circular so holdings. Exterior stairways shall be provided with an arf Ocial light us lasted in the immediate vicinity of the top height, measured above the finish surface of the ramp slope, shall be not less than it shall have a perimeter dimension of at least 4 inches(102 mm) and not greater than 34 landing of the stairway. Exterior stairways providing access to a basement from the outside grade level shall be horizontal dimensions that allow the door or window of the emergency escape and rescue provided with an artificial light source located in the immediate vicinity of the bouton landing of the stairway. opening to be fully opened. The horizontal dimensions of the window well shall provide a inches(864 mm) and not more than 38 inches(965 mm). Handrails on ramps shall comply minimum net clear area of 9 square fee[ 0.84 m2 with a minimum horizontal projection and 6-1. inches is with h a p with a maximum cross section dimension m)Of shall inches a mum). W Bel ( ) P J with Section 8315.2. Exception: An artificial light source is not required at The [op and button landing, provided an artificial width of 36 inches 914 mein . Type 11. Handrails with a perimeter greater than 6-I 14 inches(160 mm) shall provide a O rTT ( ) 8313.3 Landing required. A minimum 3-foot-by-3-fiat (914 mm by 914 mm) landing shall be F+i light source is located directly over each stairway section. provided: graspable finger recess area on both sides of the profile. The finger recess shall begin Exception: The ladder or steps required by Section 8310.2.I shall be permitted to encroach a � � Q R303.4.1 Light activation. The control for activation of the required interior stairway lighting shall be 1. At the top and bottom of ramps. within a distance 314 inch (19 min) measured vertically from the tallest portion of the accessible at the top and bottom of each stairway without traversing any steps.The illumination of exterior maximum of 6 inches (152 mm) into the required dimensions of the window well. 2. Where doors open onto ramps. profile and achieve a depth of at least 5/16 inch (8 mm)within 7/8 inch below the widest 1� x stairways shall be controlled from inside the dwelling unit 3. Where ramps change direction. portion of the profile. This required depth shall continue for at least 3/8 inch (10 ram)to U Exception: Lights that are continuously illuminated or automatically controlled R310.2.I Ladder and steps. Window wells with a vertical depth greater than 44 inches 1118 mm a level that is not less than /-3/4 inches (45 mm) below the tallest portion of the profile. eP Bh Y y ( ) SECTION 8314 STAIRWAYS shall be equipped with a permanently affixed qu this ladder steps usable with the window in The minimum width of the handrail above the [Z, the fully open position. Ladders or steps required by this section shall not be required R314.1 Width. Stairways shall not be less than 36 inches(914 mm) in clear width at all points e recess shall be 1-114 inches (32 rom)to a r-t U 8303.5 Required glazed openings. Required glazed openings shall open directly onto a street or public alley,or a yard to comply with Sections 8'314 and 8315. Ladders or rungs shall have an inside width of above the permitted handrail height and below the required headroom height. Handrails maximum o 2-314 inches 70 mm Edges shall have a minimum radius of 0.01 inch or court located on the same lot as the building. lib f - ( ) g at leas[ 12 inches(305 mill]), shall project at least 3 inches (76 mm) from the wall and shall shall not project more than 4.5 inches(114 hoot) on either side ofthe stairway and the (0.25 mm). 8303.5.1 Roofed porches. Required glazed openings may lace imo a roofed porch where the porch abuts a street,yard be spaced not more than 1;8 inches(457 mill) on center vertically for the full height of the minimum clear width ofthe stairway at and below the handrail height, including treads or court and the longer side ofthe porch is at least 65 percent open and unubstructed and the ceiling height is not less window well. and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed than 7 Corel(2134 mm). on one side and 27 inches (698 rant)where handrails we provided on both sides. SECTION R316 GUARDS R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. Exception: The width of spiral stairways shall be in accordance with Section R314.5. R316.1 Guards required. Porches, balconies or raised floor surfaces located more than 30 inches 8303.6 Required heating. When the winter design temperature in Table R3012(1) is below 60°F(160e), The bulkhead enclosure witlh the door panels in the fully open position shall provide the every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room minimum net clear opening,required by Section R310.1.1. Bulkhead enclosures shall also 83142 Treads and risers. The maximum riser height shall be 8-1/4" inches(209 mm) and the (762 rom)above the floor or grade below shall have guards not less than 36 inches(914 mm) temperature of 68°F(200e)at a point 3 feet(914 mm)above the floor and 2 feet(610 mm) from exterior comply with Section R314.9:. minimum tread depth shall be 9 inches 229 mm . The riser height shall be measured in height. Open sides of stairs with a total rise of more than 30 inches (762 rom) above the walls in all habitable rooms at the design temperature. R310.4 Bars, grills, covers and screems. Bars, grills, covers, screens or similar devices are permitted floor or grade below shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. SECTION R304 MINIMUM ROOM AREAS to be placed over emergency/escape and rescue openings, bulkhead enclosures, or window vertically between leading edges of the adjacent treads. The tread depth shall be R31 16 2 Guard opening limitations. Required guards on open sides of stairways, raised R304.1 Minimum area. Every dwelling wit shall have at least one habitable room that shall have not less wells that serve such openingts,provided the minimum net clear opening size complies with measured horizontally between the vertical planes of the fbremost projection of Flour areas, balconies and porches shall have intermediate rails or ornamental than 120 square feet(11.2 m2)of gross floor area Sections R310.1.1 to 8310.1..3, and such devices shall be releasable or removable from the adjacent treads and at a right angle to the tread's leading edge. The walking surface closures that do not allow passage of a sphere 4 inches (102 mm)or more in R304.2 Other rooms. Other habitable moms shall have a floc areaof net Itsv than 70 square feet(6.5 m2). diameter. inside without the use of a key,tool or force greater than that which is required Cor normal of treads and landings of a stairway shall be sloped no steeper than one unit vertical operation ofthe escape and rescue opening. in 48 units horizontal (2-percent slope). The greatest riser height within any flight of Exceptie:,- The triangular openings formed by the riser, tread and bottom rail of guard at the Exception:Every kitchen shall have not less than 50 square feet(4.64 m2)of gross floor area. stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread n side of a stairway are cc opo y permitted to be of such a size that a sphere 6 inches (152 mm) cannot pass through. R304.3 Minimum dimensions. Habitable rooms shall not be less than 7 tbel(2134 mm)in any horizontal depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch r a dimension. SECTION R311 EXITS (9.5 mm). < °u 8314.2.I Profile. The radius of curvature at the leading edge ofthe tread shall be no greater U n Exception: Kitchens. 8311.1 Exit door required. Not less than one exit door conforming to this chapter shall be provided p ° - N P from each dwelling unit- The(required exit door shall provide for direct access from the than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19.1 mm)but not more Ln E t, R304.4 Height effect on room area. Potions of a room with a sloping ceiling measuring less than 5 feet 5 gh P B 8 8 habitable portions of the dwelling to the exterior without requiring travel through a garage. than 11/4 inches(32 mm)shall be provided w stairways with solid risers. The Q a f (1524 mm)or a furred 8311.2 Type of lock or latch. All egresxv doors shall be readily openable from the side from which greatest nosing projection shall not exceed the smallest no projection by more Z n w ceiling measuring less than 7 feet 6 intfies(2286 mm) from the finishoxl floor to the finished ceiling shall egress is to be made without Oho use of a key a special knowledge or effort than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of F" E not be considered as contributing to the minimum required habitable area for that room, except asroc vided e c 8311.3 T e and size. The floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). Risers n yp required exii[doxy shall be a sidehinged door not less than 3 tat for in Section 8305.1. Exception 3. shall be vertical or sloped from the underside of the leading edge ofthe tread above (914 rain) in width and 6 fce.t, 8 inches(2032 mm) in height. Other exterior hinged or sliding SECTION 8305 CEILING HEIGHT dat an angle not more than 30 degrees from the vertical. Open risers are permitted, PXQ1�T NO doors shall not be required to comply with these minimum dimensions. 8305.1 Minimum height Habitable roams shall have a ceiling height of not less than 7 feet 6 inches provided that the opening between treads does not permit the passage of a 4-inch 852-2004 aaAaM BY: (2286mm). and hallways, corridors,bathrooms,toilet rooms,and laundry rooms shall have a ceiling height diameter(102 mm)sphere. CMA of not less than 7 feet(2134 mm). 83Exceptions: 11.4 Hallways. The minimum width of a hallway shall be not less than 3 feet(914 mm). eHresm W. The required height shall be measured from the finish floor to the lowest projection from the ceiling. R-311-5 Exi[ facilities. Exterior exit balconies, stairs and similar exit facilities shall be positively I. A nosing is not required where the tread depth is a minimum of I 1 inches(279 mm), anchored to the rim structure to resist both vertical and lateral forces. Such attachment 2. The opening between adjacent treads is not limited on stairs with a total rise 30 1/4"= 1 -0" Exceptions: shall not be accomplished by Luse of toenails or nails subject to withdrawal. inches (762 mm)or less. Iwo. 04-28-04 8314.3 Headroom. The minimum headroom in all parts ofthe stairway shall not be less than 05-29-04 1. Beams and girders spaced not less than 4 feet (]219 mm)on center may project not more than 6 inches 6 feet, 8 inches (2032 mm)measured vertically from "the sloped plane adjoining the 06-17-04 (152 mm) below therequired ceiling height. 2. Space in basements. other than habitable space,may have a ceiling that projects to within 6 feet, 8 inches tread nosing or from the Odor surface of the landing or platform. (2032 mm)of the finished floor; and beams, girders, 8314.4 Winders. Winders are permitted, provided that the width of the tread at a point not ducts j such space or other obstructions may project to within 6 feet,4 inches (1931 rim)of the finished floor. 3 Habitable space in basements may have a ceiling that projects to within 7 feet(2134 mini of the more than 12 inches(305 mm)from the side where the treads are narrower is not less finished floor:and beams girders ducts or other obstructions may project to within than 10 inches(254 mm)and the minimum width of any tread is not less than 6 inches 6 feet 8 inches(2032 mm)of the finished floor. (152 mm). The continuous handrail required by Section R315.1 shall be located m the sHM tom' 4. Not more than 50 percent of the required floc area of a room or space is permitted to have a sloped ceiling less than the required height with no portion of the required floor area less than side where the tread is narrower. 5 feet(1524 mm)in height. 8314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component of the means NOTES of caress from a habitable room. abasement or an attic provided the minimum tread width shall be 26 inches (660 mm)with each tread having a 7-112-inch (190 nun)min nation tread depth at 12 inches(305mm) from the narrow edge. All treads shall be identical, and the rise shall be no more than 9-1/2 inches(241 mm). A minimum headroom ofb feet, 6 inches (1982 mm)shall be provided. A spiral stair is not permitted to be the only means of eeress SHEET N0: from a stOryr' dai buldIli ©Copyright 2003,East End Design Associates, LLC. R314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than All floor plans and elevations are protected under Federal Copyright Law. Plans may not he reproduced without written authorization. t� 12 inches(305 mm) from the side where the treads are narrower of not less than I 1 inches All plans and designs are the sole property of East End Design Associates, LLC. 7 f"' The right to build only one structure from these plans is liscensed exclusivly to the buyer. 1 J (279 mm)and the minimum depth of any tread Shall not be less than 6 inches(152 mm). 1 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept of Health Services,Town Budding Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. -- - CHIMNEYS AND FIREPLACES FIGURE 81000.1 TABLE 2111.1SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (a) ExclxEm's CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND 'MND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD oN" clnE R, ,l SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY ITEM LETTER REQUIREMENTS SECTION g sP AOH +J. B SEVERE 3'TH MODERATE TO HEAVY SLIGHT TO MODERATE 71 degrees YES 1984/1998 B 4 INCH MINIMUM THICKNESS FOR HEARTH, 4-INCH MINIMUM THICKNESS 2 z 2 w HEARTH AND HEARTH EXTENSION THICKNESS A FOR HEARTH EXTENSION 2111.5 " ¢ 45 lbs/sgft 120 (mph) 2 FT MIN, OK BONO BFAM E HEARTH EXTENSION (EACH SIDE OF OPENING) B e INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 12 INCHES FOR DESIGN CRITERIA MASONRY CAP FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 2111.10 MORinR CAP BRICK BLOCK PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS R o=O HEARTH EXTENSION (FRONT OF OPENING) C 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR (in pounds per squore foot) FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 211110 % USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD P EFFECTIVE CLEARANCE __ (L� FIREBOX DIMENSIONS 20-INCH MINIMUM FIREBOX DEPTH. 12-INCH MINIMUM FIREBOX DEPTH 2111 6 O FLUEAREA �- D FOR RUMFORD FIREPLACE. ti - Io USE OCCUPANCY EXTERIOR BALCONIES 60 10 Qeoxo aEnn+ ! FLABHING level 4� HEARTH AND HEARTH EXTENSION REINFORCING D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. 21119 OS ANCHOMGE WIDTH OF FIREPrACE4 RESIDENTIAL R-3 DECKS (f) 40 10 - OPENING THICKNESS OF WALL OF FIREBOX E 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED 2111.5 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 PLAN VIEW DISTANCE FROM TOP OF OPENING TO THROAT F B INCHES MINIMUM 2111,7 FLUE LINING 2111'7'1 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 -- MORTAR UP 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; SMOKE CHAMBER WALL THICKNESS WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR 7 T_ BOND BEAM DIMENSION G PREFABRICATED SMOKE CHAMBER LININGS OR 30 DEGREES FROM VERTICAL2111'8'1 V B ATTICS VJIIH STORAGE (b,e) 20 10 11 FOR CORBELED MASONRY. OK BONDBEAM �'. 2FT MINa(E) (DREINFORCING HEIGHT AND FIRE AREA OS ANCHORAGE gswFogarvG TEs FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD ROOMS OTHER THAN SLEEPING ROOMS 40 10 TWO NO. 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WID2111.3.1 TH, r l CLEARANCE R - CHIMNEY VERTICAL REINFORCING v HEIGHT FIRE AREA +c FT BOB O H OR FOR EACH ADDITIONAL FLUE. 211331 SLEEPING ROOMS 30 10HOB2ORrnL DETAIL FOR h, O gEINFORCINGTIES FULL MBONRY WALL O VERTICAL HEIGHT. BUILDING. ` FLUAGHIND REINFORCING IT THE VERTICAL DISTANCE STAIRS qq (a) 10 �� CHIMNEY HORIZONTAL REINFORCING J 1/4-INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN 2111.3.2 FROM GRADE PLANE TO UNLIMITED AREA I--�y ANCHOR STRAP VERTICAL STEEL 2113.32 W THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 c 10 O VENEER TIE FIREPLACE LINTEL NON-COMBUSTIBLE MATERIAL W1TI1 4-INCH BEARING LENGTH ON EACH SIDE O O M wnu rHlcxxess % L 2111.7 OF THE HIGHEST ROOF AS PER TABLE 503 PARGE WITH I, cLEArarvcE DETAIL WITH I, OF OPENING. SURFACE = GROUT 25'-3 1/2" IN Mw IN.CO OMORTAR R WOOD 6E}MEENIIN.CONCRETE AS PER SECTION 502 OF ROOF 30 10 i % MnTERUL s7 MASONRYANDCLAYFLUE CHIMNEY WALLS WITH FLUE LINING 4-INCH THICK SOLID MASONRY WITH 5/8-INCH FIRECLAY LINER OR EQUINA- u r'l aIN Mw = `- ANCHORAGE2T1 - LINING M LENT. 1/2_INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL. 2113.11.1 THE BUILDING CODE OF iJ' jy/2 NEW YORK STATE. -/ BOLTS EACH ST P @SMOKE '//� /' FLUE LINER EFFECTIVE FLUE AREA (BASED ON AREA OF P SEE SECTION 2113.16 2113.16 V 1 VCHAMBER FIREPLACE OPENING AND CHIMNEY) D) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- w POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. '0 IN MIN THERMni \ \ CLEANANCE RO SIN MIN CLEARANCES LUMBER SPECIES AND GRADE DISTANCE FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM LINING. E) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. RERnOR aI Ix MIN PUaae aw\ i 2113.19 �" REwroftclNc WITH �, 7_(2)HORIZONTALFROMFIREPLACESTIBTR R 2 INCHES BACK OR SIDES OR 12 INCHES FROM LINING. 2111,11 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH (J2 AND BETTER MORTAR REINFORCING TIES COMBUSTIBLE TRIM OR MATERIALS 6 INCHES FROM OPENING. 2111 c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY © eIN MIN 'I,INMw ABOVE ROOF 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE 2113.99 DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING MEASURE HEIGHT 41N MIN WITHIN 10 FEET. i FIREUIJAIN L .I aFFREE STANDING 4 I THICK MASONRY UNITS Z ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #'2 AND BETTER OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER OE THICKNESS uxrEL© FIREPLACE FROM IO STRESSES. `TOP OF FOOTING W HEARTH FIREPLACE ANCHORAGE STRAP HEARTHFIREBRICK EXTENSION OPENING 20 IN EAI REINFORCING X106 INCH BY 1 INCH Mw FwaeRlcK H F00 LAP IF SPLICED TO NUMBER REQUIRED d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ;\ © HEIGHT LINTEL L FoonNG oowELs FASTENEMBEDMENT INTO CHIMNEY 5 F-7 0 ACCORDANCE WITH SECTION 8802.10.1. '\ HEARTH - FASTEN TO /-y, HEARTH I 12 INCHES HOOKED AROUND OUTER BAR WITH 6-INCH EXTENSION. OA THICKNESS i E%TENSION C \ i FIREBOX 2111'4 e) SEE SECTION 8502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS __ ---- E rwcKxess NUMBER OF BOLTS 4 JOISTS J l \ 2113.4.1 FOOTINGWIOUH TWO 1/2-INCH DIAMETER `/(, 1 �HEARIH SUO T BIN AROUND r l ASH DUMP OPTIONAL REINFORCEMENT IB IN MIN •� T l- o FREE STANDING v TABLE R402.2 CLEAN OUT GRADE \\\����\\� - . � ,,-.a -- - FIREPLACE FOOTING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE �;.�,� �' �,h ,�� \,. r- /.�O THICKNESS 12-INCH MINIMUM �� r"� FOOTINGDEPTH T NATUWI ADTH T 6 INCHES EACH SIDE OF FIREPLACE WALL. 2111.2 OFOOTING WIDTH-A� ", '.y,; I.-FOOTING WIDTH( G�ORL E MINIMUM SPECIFIED BANS IN CONCRETE HEARTH 2O IN MIN AREAS OF STRUCTURE ;_ r FOannc COMPRESSION STRENGTH (a) (fc) �.''+'.+�-i O NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE CRAWL SPACE azo sq. ft. TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL CODE AND THE RESIDENTIAL CODE OF NEW YORK. (SEE "P" ABOVE) BASEMENT 1.482 sq. ft. SEVERE (b) FIRST FLOOR 1,937 sq. ft. BRICK FIREBOX AND CHIMNEY- BRICK FIREBOX AND BLOCK CHIMNEY- SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB SECOND FLOOR 1,998 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) For51I lnCh=254nini, IfRUI=304smm BALCONY NA LBASEMENT SLABS AND INTERIOR SLAB ON OFT NA FIGURE R1003.1 ATTIC HOUSE a 955 sq. ft. 2,500 (c) GRADE, EXCEPT GARAGE FLOOR SLABS FIREPLACE AND CHIMNEY DETAILS ATTIC HOUSE b 779 sq. ft. GARAGE 519 sq. ft. ATTIC GARAGE a NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) RESIDENTIAL CODE OF NEW YORK STATE 261 SCREENED PORCHES NA SUNROOM INCL. DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO d THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) COVERED PORCHES NA COVERED ENTRANCE 239 sq. ft. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE POOL HOUSE CABANA NA FOR SI: 1 POUND PER SQUARE INCH + 6,595 kpo OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ACCESSORY STRUCTURE NA (a) AT 28 DAYS PSI (b) SEE TABLE 8301.2(1) FOR WEATHERING POTENTIAL CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING m o d5 (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE,) R602.8 Firebiocking required. Fireblocking shall be provided to cut off all concealed draft openings o SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. m (e) SEE SECTION 8402.2 FOR MINIMUM CEMENT CONTENT. (both vertical and horizontal) and to form an effective Fre barrier between stories, and r o between a top story and the roof space. Fireblocking shall be provided in wood-frame p g construction in the following locations. (n E NOTE: - ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE 1. In concealed spaces of stud walls and partitions, including full spaces, at the ceiling and REQUIRED AMOUNT CALCULATED FOR EACH CASE. floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not qq exceeding 10 feet (3048 mm). Batts or blankets of mineral or glass fiber shall be allowed as W W Q d NOTE: fireblocking walls constructed using parallel rows of studs or staggered studs. PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 2. At all interconnections between concealed vertical and horizontal spaces such as occur at AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO soffits, drop ceilings and cove ceilings. PRO EC NO: 852-2004 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed °" BY. spaces under stairs shall comply with Section 8314.8- CHECKEDCMA BY. NOTE: 4, At openings around vents, pipes and ducts at ceiling and floor level, to resist the free EAST END DESIGN ASSOCIATES, LLC, AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. For the of flameanof chimneysts and fireplaces, T/a"= l'-O" 5. For the fireblocking of chimneys and fireplaces, see Section 81001.16. n,TE 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling emit 04-2e-04 separation. os3 -04 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION R602.8.1 Materials. Except as provided in Section R602.8, Item 4, fireblocking shall consist of (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDIITION. 2-inch (51 mm) nominal lumber, or two thicknesses oft-inch (25.4 mm) nominal lumber with broken lap joints, or one thickness of 23/32-inch (19.8 mm) wood structural panels (1) SHEATHING TO BE NAILED TO CCA SILL with joints backed by 23/32-inch (19.8 mm) wood structural panels or one thickness of (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 3/4-inch (19.1 mm) particleboard with joints backed by 3/4-inch (19.1 mm) particleboard, SHEEP N (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1/2-inch (12.7 mm) gypsum board, or 1/4-inch (6.4 mm) cement-based millboard. Batts or NOTES & blankets of mineral wool or glass fiber installed in such a manner as to be securely LOCATION OF (4) SHEATHING TO BE NAILED TO TOP PLATE NS retained in place shall be permitted as an acceptable fire block. Loose-fill insulation FOR HOLDDOWDDOWWINDLS material shall not be used as a fire block unless specifically tested in the form and manner DS NO SUBSTITUTIONS intended for use to demonstrate its ability to remain in place and to retard the spread of FIREPLACE All framing hardware shown on these plans, fire and hot gases. CODES unless otherwise indicated, is Simpson Strong-Tie. No substitutions are approved or authorized. 8602.8.1,1 Unfaced fiberglass. Unfaced fiberglass batt insulation used as fireblocking shall fill the (D Copyright 2003, East End Design Associates, LLC. SHEET NO: entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) All floor plans and elevations are protected under Federal Copyright Law. Due to the relationships of framing hardware to measured vertically. When piping, conduit or similar obstructions are encountered, Plans may not be reproduced without written authorization. the other components of the structure, any framing the insulation shall be packed tightly around the obstruction. All plans and designs are the sole property of East End Design Associates,LLC. O1r 1 hardware substitutions will render these pans The right to build only one structure from these plans 1s Ilscensed exclusivly to the buyer. 1 I and Vold, and Will result In the installer/contractor Acceptance of these drawings does not authorize the right to build without the authorization iR602-8.1.2 Fireblocking integrity. The integrity of all fireblocks shall be maintained. of local governing agencies, such as Suffolk County Dept.of Health Services,Town Building l assuming responsibility for the design and Departments, DEC,FEMA,etc. Verify all conditions,codes,and requirements with such performance of the entire system. agencies prior to construction. ENGINEER'S 51N SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE & MINIMUM OF ORMTS20 LTS20 TWO Btl NAILS THIS \O�HL B U - IUPUP I SIDE OF TRUSS. '.z LOAD TOTAL FOUR FASTENERS LATERAL NTH Btl NAILS W r MODEL GA TO UPLIFT UPUFT (133/160) NAILS RODE INTO TRUSS ' d NO. TO TO ULT. -_ STU �'- w RAFTERS/ PLATES STUDS (133) (760) F2 (133k �� ��j- SIMPSON SIDE OE (1) I GAIOIS ON ,0p' TRUSSCON1 i -e, TAKE-UP WASHER SIDE OF CEILING JOIST FREFER TO SIMPSON WOOD STRUCTION 1 ti AND ON SIDE OF RAFTER �• °�%g�' H7 ,6 4-Bd 2-Btl B-Be 2991 9JO 9B5 400 5. 4'7 CTORS MANUAL FOR ALL FOOT NOTES AND IR INSTALLATION PROCEDURES , = H6 16 B-Btl 5-8d 3983 915 950 650 5r. , 44 _ ALLOWABLE UPUFT LOADS (133) ALLOWABLE UPUFT LOADS (133) TWO /ART�'x12 DIMENSIONS FASTENERS Btl NNE, / (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LFTAz LENGTH OF BOLT IN W000 MEMBER CODE elTO ULT. LFFA REF. PLATES °O ° MODEL GA q0%, PAN 3' 33' 1}' 2' 2r 3• 3r E16HT L OTY DIA 1}' 2' 2i' SP4 IN NAIL TU STUD LFTA i6 2}' 1T Jed' 16-10d — 4200 1205 1400 5, 44. 85 OUG-FIR LARCH / SO. PIKE FASTENERS° ALLOWABLE UPLIFT LOADS MODEL L AVG 10tl 10d x 1 ' RAE LFTA LSTA21 W N0. ULT. Intl Too x If (133 / 160) (133) (160) lT \f V MTW6 16 I4 and 14-10d x 1}' 3116 1000 840 1000 3, 41, 128 ARTj'x12 Simpson Strong-Tie MM20 20 14-,0d 14-10d x 14' 3116 1000 840 1000 3, 41, 128 _-\ HGA10 W LST20 20 12-10E 12-10d x 1}' 2303 775 720 720 3, 41 C"W DETAIL "Ell O COUPLER NUT LI L Equal number of DOUG-FIR-LARCH specified nails TYPE OF DIRECTON SD. PINE CODE ALLOWABLE LOADS REF. each end Simpson Strong-Tie DETAIL °K" W MODEL CONNEC- OF LOAD FLOOR ROOF (133/ NO. TION 100 125 160 G S 16 G 515 645 670 �( LTP4 5 J 515 645 670 6, 39, 97 DETAIL Ili Tll H 515 645 670 11 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADSI•r•O(DF/SP) (133) HOLDONN ART�'x12 HOIDOWN DEFLECTION CODE STU $ TUO LENGTH OF BOLT 3] DEFLECTION AT HIGHEST REF. /SIMPSON MODEL AMIN AVC IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE N0. ANCHOR OL75 ULT. ALLOWABLE LOAD DESIGN °0 BASE BODY HB SB W H B SO CL DIA DESIGN WHEN RAISED OFF TAKE-UP WASHER CA OTY DIA 13' 2' 23' 3' 3�' 5�' LOAD ° �•J HD2A I6 12 411' 2�' 2}' B' 2{}' �' 1/A' f 2 P 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ARTg"x12 O MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPUFT LOADS I--1 j.JU OF SP CODE N0. 7y L STUB PLATE ULT. (133) (160) REF. SP4 311 7r -10G x 11x' — 917 735 BB5 7, 40, 127 4 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE U MODEL NO.. OA W L NAILS (1REF. 00R (133) (160) ESTA21 20 1 ' 21 - 1 905 1 1205 1 ,295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE Simpson Strong-Tie NNo.. OA ODEL W L NAILS 10D� (13) (160) REF. LUS46 MSTA24 1B 1 ' 24 - 1025 1370 1fi40 i ], 40 90 TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE HD2A MODEL SPACING REF. N0. L END GA CUT LENGTH (TOTAL) I s a SlNpson Strong -Tle (LENGTH L (IOD) (13 / 160) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 OF ROLL ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150• 14' 16 CLEAR SPAN +31' 28-Btl 1235 1650 2}I' ], 40. 90 NOTED.T FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN, - ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 1' 11 1 NO. HEADERS AVG UPLIFT BOOR 100 SNOW 115 ROOF 725 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL CA IN H B 10d 16d JOISTS ULT. (133)(160) 10d 16tl 10tl 1fitl 10e t6d REF. ALL UABILITIES ON THE CONTRACTOR. DETAIL 11I" sru 8"- W54B 78 3 4}' 2 4-16d 4-18d fi076 11W 1780 —1000 1150 1250 7, 40, 127 HUS210-2 14 3}' 911• 2 e-t6d B-16tl 6076 1755 2105 SIMPSON 1650 790TAKE- 0 2065 1, 36. 84. 122 ARTJN12 TAKE-UP WASHER FASTENERS AVG" UPUFT (133/160) REFAL . NO. GA ULT. TO RAFTERS TO PLATES TO S1U05 (160) F ' 160 HGAIOKT 14 4-SDS}'xi}' 4-SDS}'x3' -- 1523 435 435 1165 94 U 0 -o CNW- aT SP4 COUPLER NUT o }, a USE A MINIMUM OF CNW- '• STU g"— TO ad NAILS THIS COUPLER NUT SP4 SIMPSON �' m 6111E Ii TRUSS, TAKE-UP WASHER ° TOTAL FOUR • ` 0 • SE A MINIMAX OF LSTA21 SIMPSON 8d NAILS TWO Sd NAILS THIS MTS16 SIMPSON INTO TRUSS I SHIE s TRUSS. MTS16 TAKE-UP WASHER Strong-Tie un E ;I /) rDTa FOUR . �: • G • HD2A LSTA21 HUS210-2 Q a ; B 8d NAILS II II Zy £ h' INTO TRUSS I ,zv n I - Cn r1 Q z W d Ft a I ANCHOR BOLTS TD i i PRWECT N0: PLATES •O ' EIFkIT TVD ° � NAu � NAIL ,• 852-2004 "Up Slnpson Strong-Tie °oNTO DETAIL "A" CMA GRAvrt+ ITr DETAIL "J'7 I' . H7 T ® DETAIL "D" DETAIL "G" CHEGNm a.: STUD Stimpson Strong-Tie �' '' Simpson Strong-Tie Sc,IE: ROD SYSTEM 1/4"= 1'-0" EFTA LFTA LFTA 04-28-04 SHEATHING NOTES: NO SUBSTITUTIONS 05-29-04 jl BP ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION All framing hardware shown on these plans, 06 17-04 II (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. unless otherwise Indicated, Is Simpson Strong-Tie, „ No substitutions are approved or authorized. � I (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Due to the relationships of framing hardware to 1•' ; ; (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES the other components of the structure, any framing I ' (4) SHEATHING TO BE NAILED TO TOP PLATE hardware substitutions will render these plans I•' II null and vold, and WILL result In the design sander/contractor SHEET TIRE, LTP4 performance of the entire system. SIMPSON DETAIL "L" WINDLOAD I • LTP4 CHARTS & CALC. LTP4 & I • „ „ NOTE: STRONG-TIE DETAIL C ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE DETAILS Simpson Strong-Tie REQUIRED AMOUNT CALCULATED FOR EACH CASE. Floor-to-Floor Connections NOITE: SHOET NO: PRIOMDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, ©Copyright 2003,East End Design Associates, LLC. AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO All floor plans and elevations are protected under Federal Copyright Law. FAIMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Plans may not be reproduced without written authorization. NOITE: All plans and designs are the sole property of East End Design Associates, LLC. 4 of 15 LTP4 DETAIL "I3" EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER The right to build only one sHucmre from these plans is listened exclusivly to the buyer. LTP4 PROVIDED TO THIS JOB SITE. Acceptance orthese drawings does not authorize the right to build without the authorization INSTALLATION OF ANY MATERIAL OR WORKMANSHIP of local governing agencies,such as Suffolk County Dept.of Health Services,Town Budding Departments,DEC,FEMA,etc. Verify all conditions,codes, and requirements with such Simpson Strong-Tie agencies prior to construction. Floor-to-Floor Connections Table 3.1 Nailing Schedule Table 3.6A Ridge Tension Strap Connection Requirements for-Wind - Exposure B Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads - Table 3.2A S/S" Anchor Bolts - Sill Plate to Foundation Connections Resisting FNGINF£N'S SEAL (Prescriptive Alternative to Table 3.6) I Exposure B Shear Loads from Wind - Exposure B p ai bE,p Number of Numherof _ _-_-_- -_-_ - - .- - - - --_-- SSP• Hp• Joint Description Common Nub Bax Nails Nail Spacing (Prescriptive Alternative to Table 3.2) Dna Lad Arum son: Rmf • y1� .141 ' P Assembly Ed. 10 Paf Roof Pruh Pmd(mph) YS Number of ad Comm OON 110 12U 110 140 150 _ --- -- u Rafter la Top Plate (Tae-mtled) (see Table 3AA) Bee Table 34A) perMP rc �a M✓ ids 941 IUL Ile ¢o IJO I'd lie Three Serono Gu sl WindS cd(mh 85 90 11111 110 120 ll0 140 150 wu Three Second Dun Wmd S WUW speed In'pl0 Ceiling Join m Top Placa (Toe-marled) (sae Table 3.4A) (sa Table 3AA p`° m ells m l ad sex Nic.in end of 1 U4 So. Famd.h. Build�gDid mire. Catling loot m Parallel Brtler (Face-laded) (see Table 3.9A) (aro Table 3.9A) each la (d) 1''A"e's 6 .aI. Suppornag Pe 5/8"Anchor Balls VNo -se ' ) pegarat S STRUCTUIULSHEATNWG Qthns[mal Light Over Pan. flo.rmled) (am Table 39A) (we Table 39A) each an 12 I 1 2 2 2 l J 4 gLucuuun' Nelv'hsssp�cing F E F L F a F E F e F F E E r shurwall Line(fl) Numbs of Balls legwrcd WSheurwall Lrne''s ryERSPY OF Collar Tic to Raga' (Face-mauled) Qin Table 3.bA) (ace Table 3.6A) per he 16 1 3 2 2 3 4 4 5 pnrhes.one3 Mn Innon NaJSpam,far tld C'nln Ron Nails or IUJ on.Nml,Imoees,ovj 12 1 1 2 2 2 2 ; 3 16 2 2 2 2 3 3 J J BlockingUW «-nes -e -lo each Slid 20 3 2 2 3 4 4 5 6 I' 4 12 6 12 6 I: 6 12 6 12 6 I] 6 + I] ZD 2 2 Ron Board in Rafter(End-nu1W) 2-161 3-Ad each call 2 3 3 4 4 5 3'12 24 2 2 3 3 4 5 6 ] InI<rwI Lam 1° 6 12 6 I2 0 12 6 12 e 12 M1 12 e 13 o C 24 2 2 3 3 4 J 5 5 28 2 2 3 4 5 6 7 8 1-12 6 12 6 12 6 12 6 l2 6 12 6 12 a I2 c' 2N 2 3 3 4 4 5 5 6 Top Pole u Top Place (Face-mailed) b16d' 2.16d' per nor 32 1 3 3 4 5 7 8 9 241 a 12 6 I1 u 12 fi 12 6 la 6 12 6 12 n e story 32 3 3 3 4 S 5 5 7 Top Plelu at lnlena[ina (Fee-iniad) 4-16e 5-161 Jowls-ewheid. 36 2 3 4 5 6 ] 9 12 6 1E 6 12 e ¢ 6 IP 6 12 6 12 6 6 e 36 3 3 4 4 5 6 7 A said So SnW (Fou-ruled) 2-16d 2-16d 24"o.u. 12 I 1 1 2 2 2 J l le fi 12 0 12 Hither b Hod.(Fam-nded) IW Idid 16"o.e.along edgy Per lneml Edge Lone fi I=' a u' e 6 6 h el S, o' n 40 3 3 4 5 6 7 7 9 16 I 1 2 2 2 3 3 4 11 2 0 12' 6 12 n 12' 6 e 6 6 6' d 6' d t 50 4 4 5 6 ] B 9 11 Top or Bottom Place to Stud (End-railed) (ue Table 3,5A) (see Table 35A) parrud 20 1 2 2 2 3 4 4 5 ---+ n IT 6 13 e 6 61 be 6' 6' 6' e' 4' J' +` Y 60 4 5 6 7 8 10 11 13 4,12 24 2 2 2 3 3 4 5 6 r]1e 1, I ndwall Ra,cur Rate Imss w:Lool.uw Lanni, 6 6 6' d e' h 6' 4 q 4' J' 70 5 6 7 A 9 11 ❑ 15 Boamn Plate u Flmrjoln,Bmdjmrt EnJJow n 2-I6d" 2-I6d'� Pa Cwt o.ldcCnJnall lleAc orRde Trun urn Nako llucrhalr 6 6 6 b 6 6 6 6 a 6 fi' fi' e' d so 6 6 a 9 11 13 14 17 Braking (Fera-riled) 38 2 2 3 7 4 5 6 7 32 2 3 l 4 4 5 6 7 20 3 ] 3 4 5 5 6 7 r4 36 2 2 3 4 5 6 7 9 BOARUS111ATHIN6 24 3 3 4 5 5 fi 7 tl jet",Sill,Te Placa car rather s-Rd 4-10d pllioirt snre,mg mea Roper Toru Snnemg 28 J 4 4 5 6 7 8 9 P 12 1 1 1 I 2 2 2 3 Mmimwn Vwnb<rnf Ad Common Nmla Briddng to loirt lTa-mulled) 2-8e 2-IW emh cod 16 I I 1 2 2 2 3 3 Lucucx.nel I'er Support 32 4 4 5 6 7 8 9 11 Blocking to Jobs(T Top 2-sit 2-10d .. hind 6th 4N.sbwthm, :2 12 z 2 r 2smnea 36 4 5 6 7 8 9 10 12 BlmklnQm Sol or TaP Placa(Toe-acral) 3-16d 4-16d nth blink 20 1 1 2 2 1 l J 4 s - _ - - Inmml-oiler sbuthmu _-192 40 5 5 b 7 9 10 12 IJ T Ledger Stupor W Began 3-16d 4-16d caoBtalt 512 28 1 2 2 2 3 3 4 5 - 1 3 3 50 6 6 8 9 11 12 14 16 t\�) Joist on Ldeerw Beam(Toedlulled) 3-Bit J-16d perJabt ltl 1 2 3 3 ] 4 S s 60 7 7 9 11 13 15 17 19 D ( ) poi fool k- 12 I I 1 I 2 3 2 2 droll bc'usell'h ss wpmd<Jgm un' i 70 R 8 10 12 IS 17 20 27 , I ohn W inn -vu -1 pa3ant 32 2 2 2 3 4 4 5 6 L ball spam",a' mednm suppnm in the Fund find 0"1 AO 9 10 12 12 17 19 23 26 83[� ul Blind ince Band John to Shc or To Plue Toe-nailed 2-16d' 3-16d 36 2 2 3 ) 2 5 6 7 28 4 5 6 ] 8 10 II 13 rT, uhmJ ha unlit penuRe'Idle of the Ino(mcludmli fort on each side of We roof[Rax,rhe 4 lmlprnmmr,Inge mac nucNnceneyuu einem, 32 5 5 7 8 9 11 13 14 W swcunl Pmeb 8d IW (sin Table 3.10) 16 I 1 1 3 2 2 ) l Diamagal Bond ShcaNing 20 1 1 2 2 2 3 3 4 - Iebalard small al e asulp, ung mnunleahaator inched to burning 36 5 6 7 9 10 12 14 16 O ,a gmemhere murk WU49 For Nmun 40 6 7 8 l0 12 13 16 IX I'�6"err l"x8" 2.8d 2-IW pa mPpart 6:12 ?s I I 2 1 l l 4 4 ,paun,ahall be redueema6mebeauc 8memben wnL U.t2< 0<049,ilia awl 3Stonee I-.10"or mum a J-8d 3-I per rapport L6ul...do nuh oc nes 1, 50 7 8 10 12 14 I7 19 22 u 32 I 2 2 3 3 1 1 5 ' paunl ammo shenhang ora<6=J m mll<rrlmm honnny memhen murk G>0419 Fn.framing members wnL a J?<r,c n+r,ire ural 1� IMMEREM5�,3 32 2 2 2 ] ) 4 5 s +inguha0 be alined luJlndn,ne 60 9 10 12 14 17 20 23 26 i,LinnbslhAlbue ,ud1 nasa.,umes,huthmsm^ch<dmrwlenwss R.Imns member wnnc>u+u n.r 6amin benwmro+2. 70 10 11 14 17 20 23 27 Gypsum WdlboW Sd cooler Sd amnion 7"edea 110"field a 76 3 2 2 3 4 4 5 6 g tl mem G c U ev,the ural v1 .p.I<In s,nall be rwuaaW la)Inches o n BO 12 13 Ib 19 23 26 31 35 12 II 1 1 1 1 2 2 2 l abulmed mal spacings uaann u bWdhl laream In Pvlpo.u,B • Anchorage required to moist lateral load,shall be determined m the Romanian design per Satin l 1A. 16 0 1 1 2 2 2 2 1 Prescri live limits are bared on rearm hone in Table 3.2. I I I i'w.CJa) F'L'i Swcmral Paneb Bd rod (ale Table Snip P P Fiberboard Talifte/16" 20 0 I 2 2 2 3 3 J - ' Anchor bolo shin et on center For other along the[math of Ore eearwall rim,and in no case shell the mehor bah Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind ^ 7/16" bd' - 3"edge/6"field 7:13-1x 12 24 U 1 2 2 2 ] 3 4 spmmg exceed 6 fes on center For other anchor bolt bmlutimv we sailor 3 2 1 7. F-I 25/32" Bds - 3"edam/6"field 28 u 2 2 2 3 3 4 4 Loads - Exposure B + Si 11 plates arc assumed to be traced southern Pme 12 B 2 3 J 3 4 4 5 -- te I Gypsum Wallboard ser cooler Sd cvokrs 7(ee Table 311)A 36 2 2 2 3 5 6 Table 3.2B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting O W Hardbocc ad 8d (see Tables ll) a res Waled continuum ulr®mu wall be Pvudabnrd Pmeb Rd Ed (sa mmufw[urcr) roman 'e9 perwoed m he mWoplrW by 0.70 fwhame,mot Imaud wlJm B feet of building Thule bmond(NJrt 85 90 100 110 120 130 140 Iso wi-Zed(mnhi _ - - Lateral and Shear Loads from Wind - Exposure B a O Dagmul Board Sheathing ' TabolueC ridge croswaonlogo.soma-a bmldlns haul R Expelme B. (Prescriptive Alternative Co Table 3.2) --+ 1"as-oil"x8" 2-8d 2-IW per support ' TabWaud co Um mqW murabased an mW Van Wua 0.6 of the rmfaucmbly dead had(0.6 a 10 ago. E P E F E F E F E F E F E F E F ---- - - 1'kWsorwider 3-8d 3-I0d pRrmppon ' Tabulated mmmum ugwremmu"ra baud on a 12 inch rad ea map spacing.for drRemnl nose ren - , Prowling,mWriplY the . - 3" 4,' sOr�{a,LMF ubWWd,p Corbyllw apgopdau muWplier below: - - _ _ - _. a I - (,. e,. E) Tluee Second Ural W1ud 9wcnualPmeh Rldtle Comauon 9pwWg(e..8 12 16 19.2 14 4tl 72 5M1ceWo,Locnion Maawum Nails BS 90 1011 Imo IIlI I3U IJU n,I r (Inches,o.c I Mang far Rd Common Naih or IOd Boa NNa(inches o c4r Speed(mph 1 `,J Is or kra 8d Ipd 6"edge/12"field MWdplia 1.00 1.]] L60 300 4.00 600 Bunum l'la¢mFounJawn Anchor Dah rF grcaur lhm l" 10d 16d eedge/B'field ° When da ububled mamba ofnaiB nighPal a cash and of Bu mnaPb equal uland the Helens a slowing]m accmdanae walk 12 6 12 b 12 6 12 6 12 6 I1 6 13 6 12 6 I3 lmmmcuon Resnun, foundoben Suppumnl Muumwn Mchor Oah Sp,I<mg rind' '- F..I Duron Board Shuahin Table 3.I,Keri p Q' rcquirtd. Inrenor Zaoe 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 11 I!3"Mchor Ooll. (T i 8 .is ma aW addt,,.d,aang is 24 6 12 6 12 6 12 6 12 6 12 6 I2' 6 12' 6 12' 1-3 atmos W 1'.6,or Pat" 3-8d Z6d per support s Vanilla ally ull is l. In lieu oh mdse Saha,the aumber of rod mimeo nils resulted in each moh rhe collo.I need mot 1"x10"a wader l-tld 3-Ind per support xaN ora ubuhseo number of Rd cmmmm arb m ural amap.a Nn number of lid her mils u each end of rhe collo ale need Lateral 6uJ Sh<nr Lauds JO 12 6 12 6 12 6 12 6 12 fi 12 6 12 6 12 6 12 v Nuliog requiuenmu he based,wall-hnlhmg oiled 6 inchca on-tenant flaw proal else.If wall ehuOdvg m mWd l inches oocenter n am nm cacao rhe ubWrad nluMer of LI Old box was m ural asap. Ltl"Arcabar BnhN J' [Age Zone 16 6 12 6 l2 6 12 6 12 e @ 6 13 6 11 6 12' 1-351ond q5 parol edge m obuin usher shat cap-enin,aaRWg mtumrcmena fonlrmnmW mvnben[lull be double4 a utemau wnnatars,tach n shear ' I'rcur'Puv[limns ere bused ou ossein t 24 6 12 6 12 6 12 6 12 6 12' 6 12e 6 12' 6 11r pianvn fl.bad 3. Who ushor bulls arc used ro resist uph0,lumerul,and shear loatls,the muximwn anchor bob spacing shall noI<xcceJ the lean uI the IahulaLLJ plain, Ihenedmmumuv as and prlh. values lot npl'0loads 11'able 3,2C)or Into,[and shut loads Table 3.2B I'ofeiheranchor holt hmmmion,see Sreuon 3217 and 322,3 When wallahathing it cenMuon over connected members,the ubuhted number ofalluhall be perminedmba reduced to l-16d nailper foot TabuLncd wmhnr holism for rainier and sbeulaeds assume wdlrnre shcmheJmacwrJancc with Sccuun l.4A s_ M1lnvhcr null shemhmg Corto.iov rautmt llgage rufingnaile and 16 gage goods-am check IBC for addcnonl regmmmau. AMERICAN WO0DCIXINCIL BOARD 9N[A'n IINOmLAP 5mDJ0 ( ) Shcmhmg gree RuOm/rrwe spacing Mmmmum Number of8d Comnon Nellsar lad Box Ndh pwnXs (cache,o c I Per Support types the mbulemJ.,bar bah spncmgs skull be JivWed by the appropriate sheuthm,type ad RSRh,,t factor m 1,11,3 17D,bat In nn erne shell author boll spncmgs eland 6 feet no comer AMERICAN FOREST III PAPER ASSOCIATION is or 1.6 Shershm, 12-24 2 2 2 2 2 2 2 2 ' For three Secnnd lull wind Spends greater in."110 mph,with a mhulared lateral volae nom Table 3 5'Laten6an 2R2,1a,la,,el u,Imenuan,,]1141 Ix 10 or larg<r Sheathing ID14 3 3 3 3 3 3 3 3 be determined u-s he loads from Table 35. Table 3.9A Rafter/Ceiling Joilst Heel Joint Connection Requirements - Tablii3AA Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection (Prescriptive Alternative tom Table 3.9) E Nm1 spare.,m pmol real(m) F - Mail spacing a murmed Are auppons m the panel field(in.) Requirements - Exposure B - Dad Lmad Assumptions hoof Assembly DL=10 psf For wall Anuhm,amhm 4 feet of the miner,she 4 fir,edge shoe vtwhmcn,requtories rW11 be used. (Prescriptive Alternative to Table 3.4) Roof Live Lome Ground Snow Load ' Tobuleud 12 inch oc lmispacmg sssumeuhuftog at bMill stud framing mcthas will 020.49. For farming mcmam,with 042<G<0.49,the call"Clatu sban be reduced loft..he,use. Table 3.2C Sell or Bottom Plate to Foundation Connections Anchor Bolts) 20 psf 30 psf 50 oaf _ 70 oaf sy ( Thee Sewed Oust Wind Speed(mph 83 90 100 110 120 130 140 150 Roof So..(ft) For exterior panel Inches,advanced baa rads ehati be pamined ra be mhanmall For cnmmnn non. !Resisting Uplift Loads from Wind - Exposure B Tabulated rid opining,asmme n boklit located in Exists.B (Prescriptive Alternative to Table 3.2) 12 24 36 12 24 36 12 2q 416 12 24 3fi Rafla/Ceiling Joist Wall Number ofBd Comm,Nola or lOd Box Nub(1'om.iled) - ""s'° ` "''"''° Table 3.2A 1/2 Anchor Bolts - Sill Plate to Foundation Connections Resisting Spacing;(m.) Heighr(a-) Required In Each Raflar an&a,Ceiang Jobs be Top Pleb C000euim Rater spate -- - - --. - - P (w Required Number of 16d Common or 40d Box Nails per Heel joint Connenion ^ 'three Second Gust Wbntl Shear Loads from Wind - Ex Speed In h1 Bs 9u Ino 110 120 nu 140 Ise 12 10 2 2 2 2 3 3 3 l 12 4 7 10 4 8 12 6 11 17 N 15 22 Exposure 6 Bmmm Plate re Fawrdmmn Mchor BWt U 16 5 9 13 5 10 15 i IS 22 10 20 29 (Prescriptive Alternative to Table 3,2) cmus"imn Hemslate Faunal bull suppanmg Maxmmrn Amlmr But,Spuung(In 11" ta-1 5 p 16 8 2 2 3 7 l 4 4 4 3.12 192 6 II 16 6 12 IB 9 18 27 12 24 35 -- - --- p _ 3 B'Ia Lone 8 2 3 3 3 3 4 4 4 24 7 I] 19 6 IS 27 11 22 D 15 29 44 Three Second Goat Winds d(mh 85 90 IN 110 120 Up 140 ISD UPIIa LuuJy Ll swam 72 70 419 39 ID 2b 8 24 8 3 3 4 4 5 5 5 5 12 7 5 8 3 6 9 5 9 13 h 11 17 Pomdetan tin na r Zones y _ 10 3 3 4 4 3 5 5 6 building Dimension IR"Anchor Bolo I Pmauupbve lamia aro hood oro euumpdoa is Table 3.1. 4:12 16 4 7 10 4 R 12 6 II I7 A 13 22 $nPwrtivg Pem[odmWvm 1-Llnnes n_ 741 57 4s lF 413 Ju Ta6lJated comocctlov Wremmu auumea buildtn louudrn Pa sun B. 19.2 4 B 12 5 9 14 7 Ii, 20 9 Ifl 27 Number of Bolls Re ed in Shevvnrl Line'f5 P-11Pusc htmL ere Risen So ln'lable): 3 n s ShearwWl Law fl. 9uu „ o Regionalisms B W When anchor but,,arc used m rens' at It,luacml,and shear lends,the m4xrmunl anchor bah a hull nm cxeceJ the lover w Nc wbuNatl U a a s Whencell', oiN ala iuWled diel b resfen,lbs sum of the mmaib ip the nfla aid allin clot slier c nal err ucad the 24 5 10 I S 6 12 17 9 17 25 11 22 413 12 2 2 2 2 3 Pllamg s g u 7 ; q values mnI Ir reale 1 lila 1 2q car luaral and ahem IuaJS(Table 112111 For Daher anchor bob IImlalian5 ser Stearn 1.2.1 1 end 1.2: i O Is BJ Pv s 9 Ifi 2 P ( e abuluted numbs of tub nquueJ. 12 3 4 6 3 5 7 4 7 10 5 9 14 2 3 3 3 4 4 5 - E s < e To avoid spliming,m rwn am 2laemih.hall he iosWied in club ride of a rafter or oeBiagjoirl when fuceoed So.2.4 by plate 16 3 6 8 3 h 9 5 9 14 6 12 k 20 2 3 3 4 4 5 s 6 u 5A2 24 3 3 4 4 5 6 6 7 ar3tvauile Wench ode when fateoedb[2x6 by pine. 19.2 4 7 10 4 8 II 6 11 16 7 14 11 28 3 3 4 5 6 6 7 X ALTERNATE RIDGE STRAPPING 24 4 B 12 5 9 Ii, 7 14 20 9 IN 27 I S1r,, 412 7 4 5 5 6 7 8 [0 DETAIL TO BE USED IN ALL 36 4 4 5 6 7 8 9 11 CATHEDRAL LOCATIONS ��raa, Flt 12 3 3 5 3 4 5 7 5 8 4 7 10 ti E 40 4 5 6 7 8 9 IU 12 _m 16 3 4 6 3 5 7 4 7 10 5 9 IJ sIMPSON MSTA24 STRAP HE � � 712 50 5 6 7 8 10 II 13 15 TO BE INSTALLED 1R" cm /1 yin 192 l 5 7 7 6 8 q 9 13 5 10 IS 6U 6 7 8 10 11 13 IS 17 (ON EVERY RAFTER) W W A n oa SHEATHING NOTES: 24 3 6 9 4 7 l0 5 to 15 7 13 19 7o 7 8 9 11 13 15 18 20 '2• ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE 12 3 3 4 3 3 4 3 4 6 3 5 8 8o 8 9 11 D Is IB 20 23 NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER 16 3 3 s 3 4 s 7 s 6 q 7 Io PROJECT W. 9.12 24 4 4 5 6 6 9 10 11 UNDER RIDGE Co 6ARoc.E 8552-2004 ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL 116 3 4 b 3 4 5 3 5 9 4 R 12 2B 5 5 6 7 R to n u FACE NAIL uswc (4) loo NAILS ownJE er: (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC 24 3 5 7 3 5 8 4 B 11 5 10 1s 32 5 5 7 8 to n D 1s TO EACH ENO OF COLLAR THE HIGH WIND EDITION. 12 3 7 7 3 3 J 3 7 5 J 4 h 2 scones 36 5 6 8 9 11 13 13 17 15 UNDER RIDGE - Ifi" no CMA (1) SHEATHING TO BE NAILED TO CCA SILL 1212 16 3 3 4 3 3 4 3 4 6 3 5 8 40 6 7 6 10 12 14 16 18 CHECKED IIn 192 3 3 4 ] 3 5 3 5 7 l 6 9 SU B 9 10 12 IS 17 30 D (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM 24 3 4 5 3 4 6 3 6 9 4 9 11 60 9 10 12 is 16 21 24 27 a ° n " n e scdf<- (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Nalling requirements shall be pemothd to be reduced 25%if pods ace clinched. 70 11 12 14 17 20 24 28 32 n 1/4"= 1'-0" tl0 12 13 16 20 23 2) 32 36 (4) SHEATHING TO BE NAILED TO TOP PLATE ' Falljoiis cowafions am not required when lhelndge is supported by o loadbeanng wall,header or ridge beam designed to resist the applied 28 6 7 8 10 11 13 15 IB DAM. 32 7 7 9 11 13 Is 17 20 04-28-04 loads. 05-29-04 J When mtermediale support of the neer to provtdnd by vertmel ahuu or purlins to o lmdhegnng wall,the tabulated heel low cannslion 36 R 8 10 12 14 17 20 22 abrial rant,shall be permmed to he reduced priatim mill ly to the reduction In span 3 Saints 40 B 9 11 14 16 19 22 25 Of3- 17-04 ' Equivalent cormectlom am required for ceshngjmin to c Ilingjmsl lap splices 50 10 11 14 17 20 23 27 31 ' Tabulated heeljmm conuction regmremenu contact iaclude the additionvl weight of the calm,aysembly 6U 12 14 17 20 24 28 32 37 e Tabulated hal joint connection requirements nsmme cedmgjoiffi or rafter ties are located n the bottom of the attic space When cefling 70 14 16 19 23 28 32 38 43 joists or rafter ties arc located higher m the attic gpna,rev the e[angc ie assumed,said the ubuWcd heel doral....anon requirements shall 8o 16 IB 22 27 32 37 43 49 Amhomge req uBed I reaIaI IaIcnl Ioadv shin be detammined m da fomdaaon lana-per Smtiao I L4. be increased by the following facers: Pnsdpnve Iwus we bored oa asemrptrmu in Table 33, r Ceiling Height/Roof Ridge heel Jnint Canneelmn Anchor bolls stall be cardinally durrbufW along We health uflhu shwwall line,and m no caw shell the anchor bub DETAIL umn NOTE ,- - 1V1 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO Y.` ., Helghl(Rapes) Adjustment Factors spacing enced 6 fee[on Senior, For other anchor bolt litmdon ea Section 3.2.1.7 HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED - 112 2 ' SIR plate.are coumed to be treated Southern Pines SHEET TmE. AMOUNT CALCULATED FOR EACH CASE. -:=-•= r�\ 1/3 E5 T - '� 114 133 v5 1.25 NAILING NOTE: v6 12 SCHEDULE PROVIDE SOLID BLOCKING G ALL FLOOR JOISTS AND RAFTERS . Ino 111 ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET & REQUIRED BY THE BUILDING CODE E THE STATE OF NEW YORK, Note:Lmemldeflection ofinerafter Wow therifler lies mu exceed 3/4 inchw'henraftcrticsamlucmedaline one OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, NOTES AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) oftheridge height,H"mf when n,isgreemrthan2rnand rmayrequire additional n°nviderannn. AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY AMERICAN FOREST h PAPFR ASSMIATInN DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: 6HEEr No EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO ©Copyright 2003, East End Design Associates, LLC. GABLE STUDS SEE LAYOUT). All floor plans and elevations are protected under Federal Copyright Law. NOT BEEN RETAINED TO INSURE PROPER INSTALLATION E. ANY Plans may not be reproduced without written authorization. MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. ( ) ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. All plans and designs are the sole property of East End Design Associates, LLC. O�` The right to build only one structure 1 cture from these plans Is listened excluslvly to the buyer. 15 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of health Services,Town Building Departments,DEC, FEMA, etc. Verify all conditions,codes,and requirements with such ___ _ _ agencies prior to construction. ENGINEER'S SEAL Table 3.23D Reduced Full Height Stud Requirements for Headers or Window SIII Table 3.246 Header Spans for Interior Loadbearing Walls ALL TABLES ARE FROM THE AMERICAN FOREST & GwaLLn, Plates in Exterior Walls Resisting Wind Loads - Exposure B & C PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL wsp� a 4 dGw ALL TABLES ARE FROM THE AMERICAN FOREST & _ (supporting Two Center Bearing Floors) FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION w PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL DislancefromTopPlateDowRloHcader(a)urDnuDefromBolionfPlmeUponWindowSillPlate(b)1. Dead Lead Monsiuou: RoaG'CeJmgAa.emblyDL= IOpvf i FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION wAlulle,ght(xh).wheaxleWelmgaOra Drb (PRESCRIPTIVE DESIGN) ,; �=W� Building wiam(n.> 1 (PRESCRIPTIVE DESIGN) 0.0 D.1 0.z o.3 0.4 0.s 0.6 07 0.6 09 10 12 24 6 G""20Sn.of CE` Well Stud Maximum HedalGlNer Spare mr Halder Spon(fl.) Number of F''1dl Height Stud Required at FiLh Eva of the Heade s'(mJ locoman Umber S seised TABLE R40,.1.1II11 2 I 1 1 l 1 1 I I I Hedar Suppaning Size (fl.iu.) (fl-in) (ft. D.) PLAIN CONCRETE AND PLAIN MAHONkY FOUNDATION WALLS 4 1 1 2 2 2 2 2 2 2 1 1 YLMN CONCRETE MINIMUM NOMINAL PLAIN MASONRI+MINIMUM NOMINA,WALL 6 1 2 2 3 ] 1 3 7 2 2 1 Oac Floor Only 22x4 2-10 2- I I-E Table 3.23A Header Spans for Exterior Loadbearing Walls Resisting Wind Loads - 8 2 3 4 4 4 4 4 3 2 c at=1 H 411x) 2-2x6 4-2 WALL THICKNESS pm6-.1 THICKNESS Fncn.., MA i-ANC San lases° 2-210 5.4 3-11 3 3 MAXIMUM WAI I UN9ALMUM GM,GL SQ MH,MLLL 9C MF.M1ILCL 12 10 1 2 4 3 5 5 5 5 4 2 I Exposure B 2.%10 6-6 4'9 11 Hicoro BACNFILL HEIGHT' GW,GP, SM,9MSC aodmorpand GW or.Salam Casco am addI... anlr 12 1 3 4 6 6 6 6 6 4 i 1Pil 14 1 7 5 0$ 7 7 7 6 5 3 1 2-2x12 7-6 5-G 4"i - Paull GW ad BP mJ ML CL 9P 9MSC and ML LL Throe Second GlutWmd Spud 95 90 ]Do Ito 120 170 140 150 16 1 3 6 7 8 8 8 7 6 3 1 3-2x8 6-8 4 10 4-0 L G 6 G 6soled u•+ sCNc` rA uwhdL rub (mode] 2 1 I 1 I I 1 I J I 1 1 J-2x10 B-1 n-0 •1 11 5 6 6 ^ GSUbd°u. ± F I[ u,u.5r 4 1 1 1 2 2 2 2 2 I I I 1-2x12 9-3 6- n i-9 5 6 6 n 6sohds ol3 6i,drl`m^ neolmL:rx T Maxine,,nender/Girder Spans for Common Lumber Species 5 fi 6 e 6wlld'I or A 6 I I 2 2 3 7 3 2 2 I 1 4.aN ]-8 5-E 4-a n 6 Al Ne A Sixc Itl:m.) oft.-M.) lR-ia) lR•md (ft:mJ (R-m) (Rm.j (R:la) 16 8 I 2 2 3 3 3 3 3 2 2 I 4.2x10 9., e-10 5.8 L n 6 6 xull d 1,r s e 10 I 2 3 r4 4 4 4 4 3 2 I 92.12 IU-IU R-0 IS 7 I' G 81, Laohde.11N Itl rTl 2.2x4 7-1 6-8 6.0 5-5 5.0 4-7 ,-3 q-0 l2 ( ? 4 5 5 5 4 3 2 I Mammum HnderiOlrtla Sages for Glued _' L 8 F IU I` Usol1J• W 2.2x1{ g.3 7.9 7-0 6.4 5-IU 5-5 5-U . 4-tl 14 t 2 4S G 6 6 3 4 2 I u g 10 Il umll,l' ! .'IW` Lomlutd Hmuse Is, 4 1 b G anliJa m X e sr. ds our 8 1 2 U 9-3 8-9 7-11 7 2 6-7 6-1 5-d 5-3 16 l 3 4 6 6 6 6 6 4 3 1 S. (R-w.) lR-1n) (R:In.7 ^ v 2-2x10 10.3 9-8 8-9 7-11 7.3 6.8 6.3 5-10 y ' Hs 6 6auodn nl8 Ihi L' 2 I I I Il I I 1 1 1 I I 1x5.500 5-d 3-3 2-6 8 10 III 12 1vn J° 2.2.12 10-9 10-2 9-2 8-4 7-8 7. 1 6.7 6.1 4 1 1 1 11 1 1 1 1 1 1 1 3x6875 6-9 4.1 3-2 x I9 :U I' 1: hi J' i•1n n, . 7-Lx II-4 10-9 Y-8 a-Y Y-] 7-5 6- I1 6-5 6 1 1 1 2- 2 2 2, 2 1 1 I I(1 p] 'U wild• Leu JJ mol a. ]-2x10 12.7 11-10 10-8 9.8 8-II 8.3 7-7 7-1 3x8.250 N-U 4- II 3- 10 I n n nun old nr% Lsoudu ur8 n rT\ b k• N 8 IU W 8 1 1 2 2 2 2 2 2 2 1 7x9.625 9-4 5-9 4-5 v 8 A IU Ill I- I'".11Js O 5-^a 12 13-2 12-6 11-1 10-2 9-4 A-A 8-0 7-6 44 10 1 1 2 3 3 3 3 3 2 1 I _ 418 I3-1 12-5 Il-2 10-2 9.4 8.7 8-U 7.5 3x11375 10 8 6-7 5- 1 - 12 I 2 2 3 3 ] 3 3 2 2 I ]x12375 I2-0 7-5 5-9 ' 1' L' Po nn is From:c. f.,mul dJ 11,07117 . 4-2x10 14-6 ll-8 12-4 11 -2 10-3 9-6 8-10 8-3 14 1 2 3 3 4 4 4 3 3 2 I 1 , l 111^n-`..Il lul o,i n'a ,In, IpP.IJ - I1, lee J J I'''ran 1',m1i1w: 1� n IU I2 I-v 9 i, tL: .euros : 1x6 750 13-4 8-3 h-4 . - 4-alt 5 14-5 11-0 II -9 10- In 10-0 9-3 8 8 16 1 2 3 4 4 4 4 4 3 2 I - U 1_ yrla4mrunch- nFV51'c W 3x15125 14-8 9.1 as_. - .m I,Ill peak, "1Id,Ty.bal brindn...,I. ,Y111 U u elle I.TailL in,e eels L , u.ne ala T^ r� ' ` LI,p.,11 r,i1 L, 2 •.nom� - , ,.IJI,ii1.J V 1 J Mux,mmv HuuJCAGuder Spuds for Glue)LurmmledBamul NJgA I The apxcilY of the camecOUn dithe cop or bottom plans to embroil height led shall be equal mthe uvllammllod(w)glrcvon table 35 3x16.500 IG-U 9-10 7-7 us-I .L»:,rrL ln ..rulln:rwe 1,Le Llilied Sutl Uousrlcmm�4ymc,r. Ndn wTabo lwuar tuner half of the header apm(L2)dh7dcel by themgmred nualbea of full height studs(WFM selected from 3.23D. 3x12875 n 10.8 8.3 1A'I'nceJ["Ar,ICalmlush,c,T,­e- rho8ln of JoLxrnur nJ n....ohn s rgmwW h,a6.W 11.as mco iro i i-11 l e iuubu :m lL 11„run, rr l 1r-�r1 11-6 H- II hu,lfl aSlr,ln111 LL mua.nrul num;b 'Ourr,lini"'Cradlcve 'old'e'd'Ihelnlrur nau:c,ran ]x19250 m Su u, rm o-7 hail P runs rr ohd ur.nn r5 lou. (R-h1) (3-11 (12-8) (0.-in.) (10-9) (R:iv.) (9-m7 lop of Bottom Pleur to Each Fall Height Stud Connection-we(L12yM1[ 3x20615 v 12-4 9-4 wrll c-.r.wmar incl re In lirumrrlor 11 Abl.n4.l4 I If')ornecsgu rhuJ rc Pmr.dce, ]d SW 0 155 I]-It 12-E 11 -] 10-8 9-II 9-t H 7x12.000 0 13-2 10-2 I �Lr..1fr1 rrq,li,rd 1x6875 0 0 15-6 14-2 13-U 12-0 11-1 10-4 n 31#:250 v v v 15-6 14-2 13-1 12-2 11.4 3x23375 n 4 -0 10.9 E iulAmawrn ^.cnlmhn.Por. JW ullnnln'.peolry,:rupir,.aa�;lala,iccocrtiv'is res lfa-01st 1x24750 - 14- IU II .S O 3.9.6.5 o u n n I5-4 14.2 I3-2 12-3 �_��� _pmWle Top Plate 565W n- 10 4 10 J �7 5x6,875 8-7 6-1 4-6 TABLE 84041.1((2) 3x1100(1 c o 0 v 0 15-1 4. 1 13-1 r� REINFORCED CONCRETE AND MASON ME FOUNDATION WALLS 3x12373 .. n n n n r 115-8 ❑-II �� ` >`�`�`\ X11005 D-0 8-6 6-4 MINIMUM VERTICAL REINFORCEMENT SIZE At SPACINGa=FOR O 3113750 = v v v v v IS-8 14-tl `.�_ 3x15125 , u u u n - n 15.4 �� ``y a 5x11000 lJ-8 9-9 7-1 0 o a v = is o �x 5x12.375 15.5 11-0 B-2 e,NCH NOMINAL WALL THICKNESS J MAXIMUM T MAJUNIUM - 'sAreda.aK4 I T 3x16.1al!i - HEef10r / 5x15.125 O 1]-3 10-D HEIGHT BACKFILL HEIGHA GTGC,6M GM$C and ML SC,MH,ML-LL onJ,nurpmlc f--1 w- ` 5x 16.500 d4 of 4fl'u. d4w 4tl"n: Nq at. 3x17,675 _ O n n P a o - v 14-1 111-9 lea %M1N GW, 44 BIW mJGPrape x0771 LI'll. 3x19350 L u _ u u o n .. Full HelRht-, 5x17.875 v ]5-10 II-9 [ Y-I 1,148" 16"oc v o v c v v 12-g - _ c _ N4"U0'e- a.nr.lb'uL 3,20 625 c o c v Stud Jack Stud 5x19.250 d11 of 48' u c )x^.2 goo v o v v o o v c \, n v 13-7 ) d4 at 48'oe ar.al•t 4' 5x20,625 + as et4h' ot n4 at 48'1,,. 4,wai"nr 3x23375 u n n u n u u W Indo W-�� `'., h " Maximum Allowable headalgirdcr IVm exceem I6 feel.Ram ne J fi ll u:at' o 15 al 48'n c 05 m 4f' 3x24.130 u c v _ o v v SII I PI4RM - c'��� [lolled lee 16 feet '' 44 w a"^o L. i a'4U'J,c, r V 8'nc 5x55000 0 0 0 0 _ o o 15 5 ` ���_ 1 TOolacd spurs arc blvd an#2 Grade Hem-Fa,And is aFVIa,-bId i r p41136'e.c, anal-IN' Ae 1.11(40`1,, 5.6975 v v o o c v o o �� to spcnin wpb egml m greater F.and E he.the Suppledcnr(l e, 8 n 04 w 4N^r, a5114.' dc 05 a11U'u JxIL250 .1 11 Douglas 5x9625 o v o - CMdchrder Spain shall Puaored by 07We-Ilr) Por Ni a5 a,48"1,-, 06 of As' Pn 014r 4U u I v .. o o d Gmde IumaL spam,hallamulliyacd byU8. CS a14U"1,c db at 40"1,c m.174' u, dela%mum allowblc haadMBirdenpam 1,e limrtod or lb tett Lia b I Tubulwcd spm,uA.c ZAP comburri glulw. 5 E4 e1'Ie' 1,y, rr4 at 4H^1,L I Tabulated header span,shallbepmmved m be divided by 096,to,frmmng mI kidetd within 8 foci �� Supporting retI Four Na r L , ASw4F' nr u Tabulated sales Auumc breeders supe g g c rpm Joists a4 1148' 1 MS 1148"o c .6a I±' a u nfbudho,carae,s, \y'�J Fahhaden see anln cmtheude two A m Moor Nbululed a3 at 48"1,u d6 a(4fl" Pn al i?"e r Bottom Plate) PP g p Jmeu d Pi atIU"1,c YG x132' nL ' Tabulated ePmA aaBmm•building looted in Rxpnwre A. aPuu.L.dl be CoUlnplleat by 0,89. 9 b6 ar•10"o e 61124' L a The�ander,,fjm,k ands regmrcd m each sod of the header Ahad be detambnd from Table 3.22F 'L ter„` M6 m 24' o e P6 Ll fi^n r The nlmHer ofJac3 studs regwm,l eel arch cud a f d,c heatln shall be Iar El' II1 , `:4mm Ito,,or.S:no. d df T'�bl 724 ' `.I:,n,.11i.IIMh'PCH,r,nnJ mrrwrp�zhsll ne til Ji,ui1n1n0 b,rtl. a TabWatad valueA me based no a2 GrdsHem-Fir,ord Are-ppherble to species with equal or grab L n hurdir vc ali loco,hr,sin•s aids ul Fs and E frmu dad Sap,hareanl(1.e.,Th uBlan Fir-Larch,SCmhem Pine.-r Spmaa-aide-Fes) a lir a,rrinurcune,a wes 1,wln,caJ n 11 dre,ay,n nlcm cmxawriuual tun,eel n'unlnrcemem pe,Ii.eLLou n,1,',I hall ,:an 111 LJ lri:m, ,',111111 LL DIAL n;'mnam,.n Lm Jus.mu'mm ne L,:c CI'll.c v1 sac nr the 1111'1 due uentw al,1,171,7 rrn6uL1 ant.I tell,:a Ir.,.1 s I he D. spameamvm 24PCumbiuird gdealm. imlLcbssL,nsr,lnlroa,eul..-wlJ,ne ll,rirL Sud C.rveOaaun,.Syuru Rrfcl lee lark lubsl ^ IhcalwberoflWlhaghtsmdsrcquhedrterehevdaf[hehuaershallbedetmmluodinueordauce p Table 3.24C Jack Stud Requirements for Headers in Interior Loadbearing Walls °'L1111.1:re e:1' ,e„hal od..., IL,-LedSillCn meaesrlolxrn ,IL areni,r,;radrele.a< w,,e,e,,,,,,,,,,,n,,,,,r„rue,,^,, ,P,,,;IJe=•n,,,,-,,r, w,hTAble323o. Table 3.24A Header Spans for Interior Loaidbearing Walls Libo11h,Ia1 'i,ghL1111 .Tilhr.e,ra.lNdrflhlelrad.,dlI ne ,:nidi rre,1. a rr,e.l.b. (supporting One Center Bearing Floor) Roof seen(fl) Table 3.238 Header Spans for Exterior Non-Loadbearing Walls and Window Sill 12 24 36 I Plate Spans Resisting Wind Loads - Exposure B Dead Lead Assumptions: RorfiCiNholg.Assembly DL 1U ps( Header Width P g P TABLE MAS i J - Building Width(fl) 3" 9.5" 5" 6" 3' 4.5" 5" 6" 3' 4.5" 5" 6" REINFORCED CONCRETE AND MASON FOUNDATION WALLS 2-2X 3-2x 4-2x 2-2x 3-2x 4'2%) 2-2% 3-2X 4iC VERTICAL REINFORCEMENT SIZE AND GFACINGn• 12 24 36 FOR I2INCH NGMINgL WALL THICNN[55 'ledge soared Gust Wld Spmd Maximum Hander/Girder Span.for Header ,a WXIMUMWALL MAXIMUM UNBA"MCEn tudliaaaa03 I-1 air 85 90 lOn 110 120 130 140 ISD Fender ftnppnMng Number ufJuck Studs Required m Each Bnd at the Header' HEIGHT BACHrRL xElexn Gw,GP sw.nn sP error mora-m=cL .4 0� tough) cc it Lumbers Species Sean(fl) IN-C Neo sue sc,Mx,ML. -- I GM,an SM,al mtl ML mils Area M.aunum HederUdcr Spans fir,Common Lmlber S Mrasl a'I a'1 Headers Supporting Sia (fl-iv.) (11:mJ (ft:mJ 4 44 nl r2 o cc rW at 2 o.e. ry4 a:]'^,•, F a n P I Z 1 I 1 1 I 1 l 1 1 I 1 I ° "a172' adv N4 a1 .2•a.c Na a17P y v a_B is One Floor Only 2-2x4 4-4 3 -] 2-6 4 I 1 I I I 1 I 1 1 l 1 I 7 c 54 a172'1,c 84.164"C c rn,i 4tl-u.o, v _ o St. (ft.-in) (ft in) (ft-I.,,) (O-Ind (ft:m.) (ft:in) (fl.iu'I In.m I (Cella Bearing) 2-2x6 6.5 4-6 3-8 6 1 I l 1 1 1 1 1 2 1 1 1 34 m 72"u c. d4 m 48' o L d5 m 5n'n r - „ as,172"Ps. el at Ii-1.1�1^0; n One[loot Only 8 1 1 1 1 2 1 1 1 2 2 2 I g r J4 1,i 7?'o,LiG' os YSm]"'u: O ° o L2x410u0 7.3 6-l0 6-2 5-7 5-2 4.9 4-5 VI 2-2x8 B-1 5.9 4-5 Center national to 1 1 l 1 2 2 1 1 3 2 2 2 1.2x6(11m) 10-7 l0-U 9-U 8-3 7-6 G ll 6-5 6-U c 2-a4(Ru0 10-9 10-2 92 8-4 7-8 7- I fi-! 6. 1 2-2x10 9- 11 7-0 5-Y L V4 Lt L hJ"oc a4 al J'_ u E o 12 I 1 I I 2 2 2 1 ] 2 2 8 Wal SA'u: 72'Pc. 451140 u an u 2-2x6Ret 15.9 14. I1 13-5 12.2 11 -2 10-a 9-7 8. 11 2-2x12 11 -6 8-1 . 1 r -. l4 2 1 l 1 3 2 2 2 4 3 3 2 n eel al 7217 out. at 72' b4m 7"1,L, Tabulated border spurn Nall be per and m be divided by 0 96,for Imruing nut touted wlthm 8 tem.1 building comer. 3-2x8 10-2 7-2 5- 10 16 2 1 1 1 3 2 2 2 4 3 3 _ = o 3-2x10 12-5 8-9 7-2 ,J 41 at 73'c,l6"u L. 451164'6[. Z E a Tabulated A,.wound A building Harter!ie Rxpnane P. 2 1 1 I 1 1 1 1 1 2 1 1 J C4 at 56'o C. 0 1,t pfi n164"v c I1--�� Ji s Tnbuloldaa,la Npms 1,e owed on 10 foot wall heights For rodeo wall hatlht.,H,tl,c ubuNtetl hedarpms shall ern dwldni ]d%12 14-4 IU-2 8- 3 A ] 1 1 ] 2 1 1 1 3 2 2 2 x 4Z 10 e1"otW-ac 9fi x14+"vL F-, `9 b5 n.irv' o7 u Aea14,"o: Fy E _ by(H/10)'n 42x8 11.6 8-3 6-9 6 2 I I I 3 2 2 2 4 3 2 2 I,ir 51 Imd1-'s,4„m, 1mal 3L,aa mm G^ s iabulamd valuer are based on 02 fnade Hours Fir,ad arc apphcablc to spurs with equal or,oda er Fn and E Gum me 42x10 14-4 l0- l 8.3 Twn Floors 8 2 2 I 1 3 2 2 2 5 3 3 J " e+ n ,n 1«oL,. a t / -_ , #leer 1,l LII no I"I%I S mannan'0.111 le I— mroulihnd /An--y�n eLllard our ` [LI ly P2 .ilPm "I 11 n .1fill b"ri a Ill 7721,7 a ugnry Lnl Purllnenl'oo .I del aLJl b,rr-n n.Jµu. euln (Center Rcoring) lU 2 2 2 1 4 7 3 2 6 4 4 3 .g L a u n r u.o.eru ,Pualn4 eel nc rcnlurr:.lureua rnl race)72 nchw. - 12 3 2 2 2 5 3 3 7 7 3 4 4 ., %oln.ITllUILI. A1,hul ilalslr Ldnlnrd, I.fill',rre loin hamrcnllne.o,i sH.,d,.naL'nn,rnel ul'vnrtalairinnntn ,Idll,.ale,a Snpplmdml O.a.,Ueug1M FlnLueh,Soulhem Pine,or SpnlcePwe-Fu) 4-2x12 a I I -9 9.7 The number of fill Height d,We required m cash end of arc header shall a demnnlned n ouundand wuW'IYblc l 231. Maxunum HEEdu,Glyder Spam for(fined 14 3 2 2 2 5 4 3 3 8 5 5 4 6 1 lona Paini NO: Leminmed Heaus'J•4 16 4 3 2 2 6 4 4 3 9 6 5 5 d Sr11 hazer,1,e In rem-Jm:r wilt due lee 1,.l Nun N'Fssfeal,w 5y,ica Nler In T,cle R4Us. I mM1drr1L1L.aLm Ill,r,i,ll a dluara,:a rhLl mv 'orr.,L,lir r1hor"ir 011me 852-2004 n,i Llil,L:1sI .hl.d be nraznrJ 6oirlac nmrmliuso.ram,d m�:.muem xmr.,d 71011 wnrnaena: -2re,1:n .n,nr a:n,rl oRAwN BY Six (R-in.) -mJ ( :m.) I Where the number of Vtk surds equals;1,the heeler shall be permitted to be supported by•timing anchor emched to the Full. g Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in 3xss0o 7 s-9 ,-4 bagbtweu,ma. nhr;,lirrldr onnarrrr,lar Exterior Walls Resisting Wind Loads - Exposure B & C 3x6.875 9- 1 7-3 5.S 4n a wvalevr vumbe of tell height s eels we pronounced m replacejack solids,when Adequate yramly cmmecuuna am pruvlaed CMA 3x8.250 IU- 11 8-8 fi-6 cxmxm Br: TABLE 8404111I4) 3x9,625 12 -9 10- 1 7-7 REINFORCED CONCRETE AND MASON41 FOUNDATION WALLS SOME wall Stud Spacmg(1..) MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING.: 1/4"= 1 -0" 12 I6 24 3x11.000 14-7 II-7 6-8 Header Spnn(0) Number of Fall lldght Stud Required at Fch 3x12375 © 13-0 9-9 FOR ions#NOMINAL wgu Tncnness MAXIMUM BSTE; MAxHEIGHT UN9MANCEO non CIE....a 04-28-04 HEIGHT BACNFILL NEIGHP GW,GPSWand SC,MH,ML-LL Art Sod of the lIeeder' 3x13.750 v - - Parol ac.114 ML on. Inorganic CL Rollo 05-29-04 2 1 1 I 3.15.125 v IS- II I: - II - moll P A=Ila GM,GQ SM,SM-SC 4 44,.1560, 44d[56 Ile al el se"J: - 06- 17-04 2 2 I 3X16.500 m v 13-0 _ r 44., 564 r, V4 e15fi"0a 4a,e sn'o: 6 3 1 _ n 44.156"1,c 44m49^hc "a1411',•. 3x17875 m v ;4- I 8 4 3 2 a-1,t 56' 1c a5at56'oo r,5n 40"Lc 10 5 4 3 Sx5.51q 8-•8 6- 10 6-0 - -_ 12 6 5 3 5x6.875 (0•-9 8.7 7-6 5 F•1 1,:56" D L n4 at 56"o c dal al at 56 1, :4 7 a 9 5x9.625 IS•- 1 12-U 111-6 ¢ 6 54 c15G"aL p4 at 2'a.c r,5 , 5b 1,L 16 8 6 4 - ^4.1156 .1 a4 our 33"o c. 76m 56'uL N 1 ma156'ac XS 1140"oc 171156 0 Sx 11.000 m IJ-tl 12.0 5 p4m5G"o.c. 17 In 5656"oc. wIm19 'hesI he er bellader be tu11 height o As es hatand I at eenh and Uf ebe at header shill be pcmnucd[o be rdeadin mcnrMnca nob 5x12.775 m I5-5 13-5 6 r1A%"cc 44 at 4T"ox 44at32"oc the mquucmcou of5ec71on 341.42 rod Table 323D 5.13.750 m u 15-0 V 1411416"e: RS W48'oc, an eel 46.i, L r;4,1 12 u: dG M 48'u... }•.s; I6^u L SHEET TIRE 5.15.125 an v a5 a140"1,e #6 at 40"J4. 15 Mammmn allowable hmdcdgildier span extends 16 fact,.pans are ro sl I n-h=^5 d 11,1,l or -.eel<s ho" FOUNDATION lsvtikd to 16 lbcL a Mon„.Io II hr Tr Pe iI n S E.J moos v ihidl he.I,d 1 u urrra Wild ' Tabulated saw me handed on A2 Grade Hem-Fir,and are npplicule L Aaedua.e rclmurcilg„Lrt_,nal SPaans.,,wl,pa,ce9,wulur crma.meun,al....ofIo-If Armenl P=r firol air ht nzwu Lc PLI,LI-J % err he THICKNESS & ,Prnnu,I rte rcu rercenlnM1 wee nn creel 7^.iuLn. to specun with equel or 8,171 Fe and from the Supplement(1 e, rvc:Lr -.11 mer shad 6,ural:61hooh,l,uTo,d6in:efurlta face ft he,rU Nuis Nful''on tu m2 c2urc........ llvi,fareanrs•SKI"u:a lEl" REINFORCEMENT Douglas FIr-Larch,Southern Pint,or Spnlco-Pmo-Fvr). For 83 Grade r o rine, lumber,spend shall be multiplied by 0.75. ISri I,I,,. iALa.La:111:111s III,ri,L,:ae 51,11 C Ca11111hon Steal Rule,o la ve It-a15 t TABLES I Tabulated 5paes v9rume 24F enrmbidurs.glulam, vL'nL-1u -Ild'Ill11111 J=bm,L1,11:,.hl nl ln......erurc iuJill firerH,aa^a rad, sollrenn n11uwl Lrncm^I.n .pro, de lm,l2uu.rLal ud,`II 1xidil sou.,I,e i-w5wed I':11 to a\I,or--n all gmind IeyrI ladle rap Ur Ih a coed.'...,rel i MAIL. s Tabulated spans Msume hellderl supporting single span floor joists. For headers supporting commorsua two spsn floor joists tabulated Spans shall be multiplied by 0.891 a ©Copyright 2003,East End Design Associates,LLC. x The number of)mk studs requirrd et each cod of the header shall be determined from Table 3.240 All floor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization. r All plans and designs are the sole property of East End Design Associates, LLC. O 1 1 The right to build only one structure from these plans is 1lscensed exclusivly to the buyer. 1 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. 1 ENGINEEGS SEAL Hsi B w W� g 1e - �� �- Q z - -- - IJITII - - z C1r u n 4r54-11T`Iii-r , i7- ,.,-44i,-', _ - --- FRONT ELEVATION ---- -- -- - - -- - - - am U o 0 o o � e a m � ta " zn o o �m 852-2004 CMA _ wre 04-28-04 - - -- - - 06- 17-04 LU — _ — __ ELEVATIONS ©Copyright 2004, East End Design Associates, LLC All floor plans and elevations are protected under Federal Copyright Law. REAR ELEVATION Plans may not reproduced without written authorization. snM N0 All plans and designs igns are the sole property of East End Design Associates,LLC. The right to build only one structure from these plans is liscensed exclusivly to the buyer 7 of 1 5 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services,Town Building Departments, DEC,FEMA,etc. Verity all conditions, codes, and requirements with such agencies prior to construction. ENGINEER'S SEAL '\oNEE E"A �jc 1 2 � W Q NN �• �W V r , ° r � � � W - - /a' Flil — - � - NOTE: BILCO NOTE: BILCO - -_ � IJ IF-11 EXTENSIONS RE EXTENSIONS ARE J �In_ FL FATO BE MODIFIED TO BE MODIFIED _ TO CREATE TO CREATE �I � ❑I �n� �lI l _ IXTENSION. EXTENSION. U -11112 � e - o NOTE: PROVIDE NEW NOTE: PROVIDENEW _ BILCO C' DOOR BILCO C' DOOR O o a WITH (z) za' WITH (z) za' Cn o . EXTENSION EXTENSION RIGHT ELEVATION NOTE: RASE E%IS ING BILC NOTE. RAFODNOATIOISE E%ISTNG BILC LEFT ELEVATION e FOONDATION 8' TO N e' TO H MH E ALLOW FOR PROPER ALLOW FOR PROPER HEAD ROOM HEAD ROOM m- WWAu °" IWUECT NO: 852-2004 oRAxN er CMA CHECNm aP iaN 1/411= 1'-0" nae 04-28-04 05-29-04 06- 17-04 SHEET RULE ELEVATIONS ©Copyright 2004, East End Design Associates, LLC. All floor plans and elevations are protected under Federal Copyright Law. Plans may not be reproduced without written authorization SHEET NO. All plans and designs are the sole property of East End Design Associates, LLC. The right to build only one structure from these plans is listened exclus vly to the buyer. [� of r r Acceptance of these drawings does not authorize the right l8J I 5 to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services,Town Building Departments, DEC,FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. FNGNEEA'S SFAL NOTE: ALL ANCHOR BOLTS vv lea, e ARE TO HAVE 3"x3" BASE �SpMe paa�., PLATES TO BE USED AS z >' WASHERS. (SIMPSON) i w a Ap NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. - UP w O QW � WINDOW AND DOOR SCHEDULE Q CLEAR OPENING IN H WINDOW MEETS OR WINDOW OR UNIT CLEAR OPG. FULL OPEN POSITION TOP OF SUBFLOOR rT� EXCEEDS NYS CODE LINE DOOR CRACK OPENING VENT TO TOP OF INSIDE OVERALL UNIT W FOR EGRESS MANUFACTURE NO. SQ/Fi. WIDTH HEIGHT GLASS VENT SASH ONLY SQ/FT. SILL STOP AREA NO INCHES INCHES INCHES SQ/Fr. LINEAL FF. O / SQ/FT. 1 ANDERSEN NO 2 ANDERSEN 4.38 — NA N E) _ _ _ E) 0 _ NO 3 ANDERSEN 31 10' NO 4 ANDERSEN 245 2 " 2B " 1�' 1^^ S 2 - 5 YES 5 ANDERSEN 27 ^ 2 ^ 17' T•• 2 ^ YES 6 ANDERSEN 29 ^ 28 ^ 18'-1" 2 YES 7 ANDERSEN 29 " 32 " 19'-5" 12 " NO 8 1 ANDERSEN 3 ^ 20"' 15-5" 3 U NO 9 ANDERSEN 3 ^ 2 " 17'-1" 32 „ GARAGE YES 0 ANDERSEN 3 '• 2611,17 18'-5" 24 " 4" P.C. SLAB W/ 6 x 6 WWM YES 11 ANDERSEN 3 '" 2 " 19'-1" 2 YES 12 ANDERSEN Z.583 '" 3 20'-5 12 " GAMf,E WA TO BE REMOVE TO A FOR OARAfE TO BE SET AT THE PROPER LOCATION MIO AT THE PROPER EIEVATION VERIFY LOCATION ANO HEIGHT OF GARAGE FOUNMPON PRIOR TO EXCAVATION TO INSURE THE ABOVE PARAMETERS. U INSURE ALL PWMBING VENTS ARE I• ° m� ON THE MCK OF HOUSE u n m £ ° E 0 o u FOUNDATION „ 6GOE� Cn E v Cn REMOVAL, z 2 PLAN W vj QE p. Y PR0.111:T M YANIESBAa1BffAIt n^Tx 852-2004 CP WN BY CMA I I/Y 3• CHECKED W. I I/Y I Y II SUIS r 1/4"– 1•-0" Y OAM 04-28-04 INSURE ALL PLUMBING MELTS OR EKCEED 05-29-04 NTS. AND SCOHS COPES AND REWLAnONLAnONS. 0&-- 1]—QQ �• Y INSURE ALL PLUMBING VENTS ARE SUBAJH ON THE BACK OF HOUSE BAItl I AUNNY Y YAB¢B2Aa1BOW NOTE: r ALL ANCHOR BOLTS xocniN ARE TO HAVE 3"x3'• BASE ' I I I/z•I I/r PLATES TO BE USED AS Sam rtu� r WASHERS. (SIMPSON) r '' EXISTING r Ga NOTE: ee ee r c r FLOOR JOISTS ARE TO BE SOLID cc • Ac rw. FOUNDATION BLOCKED 413" oc. FOR FIRST TWO FRAME to cl BAYS PARALLEL TO EACH OTHER FROM PLAN/ NO1E „ '^'c PLUMBING lFxllc.u.l EACH END OR SIDE OF HOUSE PLUMBING RISER DIAGRAM ©copyrightzooa, EastEndDesi6mAssoGiates, LLe SCHEMATIC NTS All floor plans and elevations are protected under Federal Copyright Law. ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE Plans may not be reproduced without written authorization. SHEET NO: All THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG EastE d and Design Associethees, Lsole LC.property of ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND East End Design Associates, LLC. TWO FAMILY DWELLINGS, 2001 sec HIGH WIND EDITION. WITH THE PLUMBING CODE OF NEW YORK STATE AND THE The right to build only one structure from these plans is SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL liscensed exclusivly to the buyer. (� O( t— Acceptance of these drawings does not authorize the right ell II '5 GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND to build without the authorization of local governing agencies, INSTALLATION OF SANITARY DRAINAGE SYSTEMS. such as Suffolk County Dept. of Health Services,Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, -- ,, and requirements with such agencies prior to construction. ENCINEEA'S SFAIL NOTE: wNV ENc EA ALL ANCHOR BOLTS Seo N,B ARE TO HAVE 3"x3" BASE ryH4 PLATES TO BE USED AS 2 WASHERS. (SIMPSON) _ o' i NOTE: FLOOR JOISTS ARE TO BE SOLID , BLOCKED 48" oc. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 32'-9V2" 1 T-8" 12'-9Y2" 2y4 201 ERI 12 -63'4 VFY NOTE: VERIFY IXISTING DOOR / �/) PRIOROTO CONSTRUCTIONS � 1r71� FA�i/({ NOTE: PROVIDE NEW / ` Q BI " DOOR WITH (2 L^� WITH 24' u1� EXTENSION IIrc r� NOTE: RAISE IXISRNG BILC - 1� NOTE: B" POURED CONIC WALL OND" NOTE: B" POURED CONIC WALL 0' ALLOWFOUNDATION R TO W BELOW FOOTING MIN. 3'-OW BELOW FOOTING MIN. 3'-OW ALLOW FOR PROPER BELOW FINAL GRADE BELOW FINIAL GRADE HEAD ROOM � � - - - - - - - - - - - �, - - - p - UP OWE r r NOTE: FILL-IN FOUNDATION ANCHOR ur N N OPENING WITH 8" CMU. NEW I� ANCHOR BOLT ARE TO o S BE INTALJm Y-0".. y4" STEEL COLUMN 1 O rc NOTE: USE A SINGLE 2x6 CCAI SILL AT THIS 0 2'-OW x 2'-0' x 1'-6' o ON POINT UNDER SOLARIUM FLOOR FLO JOIST TO p CONIC. FTG (TTP.) ALLOW FOR BUILD ATI OF FLOOR SYSTEM w - _ NOTE: PROVIDE ACCESS TO 1(—/�/''(, T WITH IN FLOOR HEATING. NOTE: MAINTAIN ACCESS TO �RNACE AREA WHIRLPOOL TUB MOTOR `/ 0 o w CRAWL SPACE TO ABOVE j 12'-1 wa PROVIDE OUTSIDE a �8 ip 'o .000 INSURE AE FLOW NR AS PER NYS. NOTE: 4.4 ON 12" CONC. PIERS NEW rya NEW CODE. v GRADE. 0" BELOW FINAL I "� CRAWIL SPACE I <�¢3 0 0 J)SW STEEL COLUMN PROVIDESF %B'� o ��\/ 2' P:.C. SLAB 000 q•_O. x 2._O. x I. fi• FIRE RAM V 3; 34" x x O z �n �0 CONIC. rm (TYR) SHEET ROCK D � a < rc 00 M w O ABOVE FURNACE U artier oO' O0 VERIFY A11 DIMENSIONS p o NOTE: REPIgCE ALL BASEMENT UNITS 1 AND CIFAtANCE AS PER. I ' WITH VINYL BASEMENT SLIDERS 1 0 NO n� NS CODE. 0 n I I )3'4�® `® `® \ I L®J z z� z� FOR HEARTH PROVIDE (ABOVE Z _ c+� _EXISTING STEEL BEAM I G AS PER NYS. CODE O WBX2B 3'-10"_ 13'4 E'xB'x16' CMU PIER rD z ON x EXISTING VERIFY M-1- CLEARANCES F �± T-O' x 1'-6- JI f AND CHIMNEY L\YOUT ut C ) _ r BASEMENT ARE IN ACCORDANCE p Sly," WHIM NYs. CODE. %%jj/�/`/�\— w (2) 14," G11i E� 4" P.C. SLAB L NEW • UI$' STEEL COLUMN rc �--� -9JVV4'�1 OO -9�G 2'-0' x Z'ON-O' x 1'-fi' CONC FTG 0 9 I o EXISTING STEEL_BEAM l3 EXISTING STEEL BEAM EXISTING STEEL BEAM EXISTING STEEL BEAM EXISTING STEEL BEAM 0 "1 I 19 0 rc -WB—x28 W8x28 —� - W8z28 - �- - O _ 'O o I oWBx28 WBx28 NT N¢rc Om Uy�D in< Z �O Z mQJ WSij30 O I �Z4 0 I OAR' h KK NEW OU—p M 0 o uo zW� aoLL No= GARAGE O W Z l B,' r f2 NEW -of -12 e o w 0 W w o W o 4" P.C. SLAB W/ 6 x 6 WWM I u x F I o Ito (3) 2xto FLUSH BEAM I N 0 0'�� ¢ rc_� $ z PO PO ��' �O' ' xa UNEXCAVATED aF¢ 2 Z aF< I N N W~ O I I Wa0 COMPACT SOIL L O NO Np NO � ! S a FW W Z o z o I w 0< �� z� NEW .'0 �� NOTE: REPLACE ALL BASEMENT UNITS a o:w MINIMUM 2" SLOPEW STEEL COLUMN ZLL zLL u U K m x N F o N U¢m1 E G-' ql WITH VINYL BASEMENT SLIDERS U o n s �O,III Z a K Z O a (III-- w x v 2.-O. x 2.-O. ZI 00-Jo I Z O OO a N 3 I II w '� CONC. FTG �$ O E ? € Al a m I I LINE OF HOUSE WALI ABOVE R 7 o n rn -2 � of RAMP COVERED PORCH Lao f VERIFY PITCH WITH GRADE I 4" P.C. SLAB W/ 6 x 6 WWM FINISH TO BE SELECTED BY OWNER PRNE� �, UNEXCAVATED COMPACT SOIL 852-2004 — Z F— DRAWN BY: CMA CHEMED W. ANCHOR HOLT ME TO STEP BE INTM.LD Y-O".. L NOTE: REPLACE ALL BASEMENT UNITS WITH VINYL BASEMENT SLIDERS NOTE: PROVIDE aRICN VENEER MlE A D ON FACE OF AOm D PORCH MO TOP OF 04-28-0¢ FlNISHm SL1B TO BE 05-29_04 B I C E VERIFIED WITH OWNER. F 06- 17-04 32'_9Y2 NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3-x3" BASE SHUT ne PLATES TO BE USED AS NEW WASHERS. (SIMPSON) NEW NOTE: FOUNDATION FOUNDATION FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" CO. FOR FIRST TWO FRAME BAYS PARALLEL TO EACH OTHER FROM ©Copyright 2004, East End Design Associates, LLC PLAN PLAN EACH END OR SIDE OF HOUSE All floor plans and elevations are protected under Federal Copyright Law. ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF Plans may not be reproduced without written authorization SHEET NO' All THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER East Endlans Designand designsare es,the sole property of Cas[ End Design Associates, LLC ASSOCIATION AF & PA WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND ( ) ( The right to build only one structure from these plans is Acceptance sed a of thesesivy to the buyer. 7 O O r 1 5 TWO FAMILY DWELLINGS, 2001 SBC HIGH WINEDITION. Acceptance of these drawings does not authorize the right 1 I to build without the authorization of local governing agencies, such as Suffolk County Dept, of Health Services,Town Building Departments, DEC, FEMA,etc. Verity all conditions,codes, _. _ _ and requirements with such agencies prior to construction. --- ENGINEER'S z a o 79'-7" w 14'-4716" -6" 10•_1T�'i s" 3�'is� 331s 12'-9Y2" 14'-91516 NOTE: BILCO 24' 10'-lye" 2'-4Y2"-f�10'-O�i6' TOB ESIMODIFIMEO I TO CREATE II EXTENSION. NOTE. VERIFY "IS PNG DOOR LOCATION AND DIMENSIONS O F PRIOR TO CONSTRUCOON G E NOTE: PROVIDE NEW B BILDOOR WITH (2) 24" \•/1 J EX "C" EXTENSION r u rTP TEO WS ON FlRSrBOORNOTE: RASEE%ISTINBILCO BE SET AT 6'-0'FOUNDATION 8" TO ATCH ODOR NEIGHiS) ALLOW FOR PROPER HANDRMLs HEAD ROOM W VERIFY WITH OWNER SHOWER r� ANDERSEN ANDERSEN DUAL ANDERSON 35M D3052N ANDERSEN FWH6060APLR TW2652 ` '• O PROVIDE RMIp10AP ANDERSEN ANDERSEN ANDERSEN ANDERSEN TW2652 W7 HANDICAP SILL SILL IF REQUIRED ANDERSEN �n TW3p510 3,SM of a, 0 35M 30510 ANDERSEN ANDERSEN ANDERSEN 1W30510 35M TW30510 1� O TW30510 1WW510 3'SM LY of b FWH31 e0AR 3'SM ro 114 —1Y1 �ry I ,SII o e L:u III. N 111 ' 1EO 01< w1 III w l rlYln g n u m I }— MASTER Wo �T BATHh•�-1 L ) D FLOOR2' 94" �0°. 2650 rc (INROOR HEATNG) SOLARIUM $$ N� TILE FLOOR "M FILE(INFlOOR HEATING) NADI�INTERIOR HEADERS GREAT I - W�INWWS ON FlRSr FL006 a o DINING TO BE CONSTRUCTED O , ARE TO BE SLT Ai e'-0' �� LINE�FO -DOR B ATI-I � NOF (1) 3)'x 4]' OWE- ❑ (TO MATCH DOOR HEICHIS) OAK BOOR NOTEW2 DN(s�OLTIAI)LWISE ROOM 2 OAK BOOR --'� CEILING 20 - _IN LINE OF BALCONY ABOVEy-� " 81,1-GT4" m .N o AND TILE FLOOR M 'cN CL (2) 13/q 9)�" LVL 1 FLUS cIROER 2 1 x18" LVL SEMI DROPPED BEAM WITH --u�• I i•1 (2) 1j"x18" LVL SEMI DROPPED BEAM WITH / ( ) �" - 7 1 x 9 LVL LEDGER (SEE DETAIL) I o r CLOSET I x� SEAT TRIMMED (1) 1 "x 9�" LVL LEDGER (SEE DETAIL) ( ) 3• �" OAK Roa+ a o - OPENING _I TILE FLOOR • 2 _4�Q. S m O TIE FLOOR TLE ROOK 10 -BV-�N Ti'4—�`3'-D)'4 -N 1mg .� TLE FLOUR N 3 —7 5'- Y1" 4 M I N 0'-4" R o 15yi" 3'-tY4"-'I`- 1fi 50 (3) 1j" Q" LVL DROPPED BEAM WITH 1 "x9�" LUELAM -+� 0 897E - DROPPED BEAM _7" (1) 3)."x9j" GLUELAM ' pq PPOWOE 7P TYPE % PPRONUE FlPE-RAZED ON Y680 DROPPED BEAM "m (2) �" STEEL FLITCH PLATES I Z Fl OMPALED SHEETROC2( NOR AND ASSEMBLY ❑ �. H AC �4 II �� 7 -8><z U I ft ON WAILS AND MUNG WRH SELF-CLOSING -•u["A-4' 1" M1 C J) OF GARAGE CIONOGES AS PER NYS. 2' lY4" RAS BAR TO RI Wlm WN ' DN " Ic B O -2" CL. 7'-$ " FOYER fY ]L iI "� TILE ROOK e ' X � O J i D�1 Ell KITCHEN �g o x o o i <4 v Z F '^rn TILE FLOOR O N 1/ILLw GARAGE i1<300 0 I o OF 0 s o 18" LVL DROPPED GIRD R m - i =wo ( 1 ' x - - 00 x� -4Y," 1 MASTER o pJ I m vN x I` vl 1 � o IQFQ 0 •i' I � m v V r�i-� <,_< w • , ' ANDERSEN , BEDROOM V ~ �_ Win, o x iW2452 i o m • 3p CL. m OAK ROPR iV [�/) 'Qj /V�•�) '-a o0 Of InZ'Jx o� 6 + � x �illrc ng ❑❑ el (1) GHEwER" 0 = N of c20_1n3 1 0 � �. m0 , I o N 12eo 3De0-1260 x,o - - W304 N 3511 ANDERSEN UM DOOR Q rn y41E: - �v TW3042 PROVIDE HANDICAP /� PNOJECT ND: ¢ PROWOE 71•TPE % Vr 1W3042 ,1 ri I SILL IF REQUIRED u, \ V $rJ2-2DD4 A I Q x FIRE-RAm AiH THOGK < RpMr M 15 -10 O� 1C,0, A AND CDUNO IB}il+(l--y �" CMA 3'- N IZIDOF ABOVE yynx CHECMED Ffl. µTWE3a52N ]'SMµWM52N 'N 1) 3)"x9�GLUELAM Sr' c n 1) 3k"x9�" GLUELAM DROPPED BEAM DROPPED BEAM 1/4"= 1'-0' MDERSEN I ( (TO BE BOXED OUT) - TO BE BOXED OUT , e ANDERSEN iW3052 -1-- _, CA� TW3052 I IERIOR HEADER D4-28-D4 10" HB&G PERMACAST COLUMN -I �- To eE cONSIRUCTEO [�TN'.OWSou FlRsr N!O 05-29-04 10" HB&G PERMACAST C`LUMN ! of 7 1�'. sl" LVL Q eE sEr Ar e'-D' 06-17-04 UN 5OTHERWISE ATCH DOOR HEIGHTS) D NOIFD (SEE DUML) W�INEOOWS ON FlRSr FLOOD I APE To BE SET AT B'-0' �V '-11�1fi '-31fi" 3 -9TH"�7'-9�4 7 (TO MATCH DOOR HEIGHTS) ``off `N2 -N 16 '..1171" 30'_6" SHEET TI NEW � FIRST 7--1 ow _4 . l 14'-7 " 16'-9" FLOOR 454 -454 -6Yi` r—s• 7 30'—ave" PLAN -9)1" ©Copyright 2003, East End Design Associates, LLC. 24' 79'_7 All floor plans and elevations are protected under Federal Copyright Law. SHEET NO Plans may not be reproduced without written authorization. All plans and designs are the sole property Of NEWEast End Design Associates, LLC 1 The right to build only one structure from these plans Is 1 1 of J liscensed exclusivly to the buyer. 1 FIRST FLOOR PLAN Acceptance of these authorization drawings does authorize theerning right to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services,Town Building Departments,DEC, FEMA,etc Verify all conditions,codes, and requirements wish such agencies prior to construction. MIN. PLATE SPLICE ON WALLS PERPENDICULAR EN6DJEEB'6 5 TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL INC. TO RIDGE IS 5'-0" BM.�„ ./ � z MIN. OF DBL JACK AND DBL KING STUD ON w ALL EXT. WINDOWS AND DOORS, d L NOTE: VERIFY LOCATION OF STRONG-TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS 79'-7” REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 12'-02" 0.2 (AF AND THE AMERICAN FOREST & PAPER ASSOCIATION & PA) 6 -9Y2 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 7 7 -2Xz' 10'-1t34e y-3'-63'Ifi"�3'-fi�3'-6 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. -7 ----------- �sb-1------,z'—r6" w z>5" NOTE: T \ EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER v HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. B C F11 M^i/{ O M. ON SECOND FQW � ARE TO10" ARE TO BE SET AT 6' ABOVE FINISHED R ROD ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN Tµ30510 ]5M Tµ30510 ]'SM 1µ305I0 �v 14/28510 W2 510 ANDERSEN n Y� n42B510 ANDERSON ANDERSEN t� 3-SM lµ3052 N OWE CL. m 9'-6Nz.. I BEDROOM �J U CL. DINING GREAT „ '2. 4" " OAK FLOOR IrTw1 [- ANDERSEN ANDERSEN BELOW ROOM n `i • M t� Iµ30410 lµM410 'sM BELOW w hoe m or T o LINE OF BALCONY x N 2._�" 11._6. 1 5µB Do in 2 5 OAK FLOOR 0 a OAK FLOOR OAK FLOOR OAK FLOIXt o< MASTER BEDROOM r -4'-5—� M N OAK FLOOR . . f 2068 _ 2BfiB „ BATH '��� ARET=AT Be'0.4 SC WINDOWS ON SECOND FLOOR ARE TO BE SEr AT fi'-10 / . 11 �" 1 N CL. GL. 1'-2^ RLE FL2 R 2, a" M PF _ cV ."[ ST 3._�. iv I BA I-I 2e6°a y¢^3 _8 N 28fi02^ x1168 "3'-s 3•_BW DN -"zefie f lfifie n 211 TLE FLOOR t" �" "'2„ _4^ 3 -6 t" 3'_9kt• rye N i 30x45 31 !� •-fl'-1O"A 14"1-2' I`-- —� " 2886 2868 U RN sKYM1E - 346 2'-73{6 73(6 3'-936" 3 1 PENT ,'-1 B36 4 -s 20611 oPnaua_ 3kt" W CL. scnsEPNB" rce ' t rN \ N I N 00 BEDROOM BEDROOM o -943'-�" .-Elk 94 U � n OAK FLOOR a CATHEDRAL p = BEDROOM E 3 �TAAgq rr �' DAN FLOpR p N OAK FLOOR V] u 7 J -5 iv i N cel h c i / oC) rA o - wwq " om W I PROJECT N0; AND SEN 852-2004 TW 52 ANDERSEN 3SM ANDERSEN ANDERSEN 3"SM ANDERSEN 3'SMANOERSEN T003052 lµ3052 DH12417 DKO023 DHT2417 ANDERSEN 35M ANDERSEN DRAM W. Tµ3052 Tµ3052 TRANSOMS ABavE CMA ANDERSEN ANDERSEN ANDERSEN CHECKED BY: TN2452 1413D52 Tµ2452 N � NOTF. o"•ir WINDOWS ON SECOND ROOKf 1�4"- 1'-p" ARE TO BE SET AT W-10' 23'4 —41348" 5'-41346" -41348 244" DATE A 6'-836^ 04-28-04 05—29-04 � � LE ] 06- 17-04 B C F 12' J 12' 33'4 '-`53'4" ,O%" I+ 15'-213Th," i6'-3346 6'-9k2" 79'-7" SHEET TITLE. NEW NEW F OORD ©Copyright 2003, East End Design Associates, LLC PLAN NOTES: SECOND FLOOR PLAN All HOOF plans and elevations are protected under Federal Copyright Law. ALL SHEATHING TO BE NAILED IN ACCORDANCEE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION Plans may not be reproduced without written authorization. SHEET No. (AF & PA) WOOD FRAME CONSTRUCTION MANUJAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All plans and designs are the sole property of East End Design Associates, LLC. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION The right to build only one structure from these plans is (AF & PA) WOOD FRAME CONSTRUCTION MANUTAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. liscensed exclusivly to the buyer. ^ 0� Acceptance of these drawings does not authorize the right G 15 to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA,etc. Venfy all conditions,codes, and requirements with such agencies prior to construction. ENGINEER'S SELL: -- — MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" N MIN. OF DBL JACK AND DEL KING STUD ON ALL EXT. WINDOWS AND DOORS. w NOTE: %dam T VERIFY LOCATION OF STRONG-TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) �rryE f' NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER r l HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY v MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. <11F B � Qz NOTE RAFTERS ARE TO BE SOLID BLOCKED 48" OC FOR THE FIRST FOUR FRAME BAYS, PARALLEL TO EACH OTHER FROM EACH END OR SIDE r O W OF HOUSE. Q ON O� UUI U IW IL N N CRICKET u in a I I s 202 RIDGE \ FAATPPER PORTNON OFRRAFIERS 2x12 RIDGEOW FOR (PROPER AIR ROW BENEATH ROOF SHEATHINGCORDANCE WITH NYS CODE. � i-al F OVIDE 1' HOLES ORILLED PER PORTION OF RAFTERSOW FOR PROPER AIR ROWBENEATH ROOF SHEATHING ORDANCE W1R1 NYS. CODE. j +a22 Tn 0 3 nN i-Ia_ o O u �. E m 2x10-1 I I En 6 SRA1TR�oc ' o PROJECT NO. 852-2004 am" B/' JCMA — CHECKED W. SGIE DATE A NOTE, 04-28 04 ^I RAFTERS ARE TO BE SOLID BLOCKED 48" oc OS- 17-04 TO06-05-29-04 OTHE ITHERRST FFFROMFEACH ENDS ORASIDEEL 06- 17-04 \\\' OF HOUSE. ROOF PLAN SHEET LIRE NEW ROOF PLAN ©Copyright 2003, East End Design Associates, LLC. All floor plans and elevations are protected under SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOPlans may nCIATION Federal Copyright ot be written authorization. sartT xD: Law. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WAll plans and designs are the sole property of East End Design Associates, LLC. NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION The need to build only one structure from these plans Is (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND SEDITION. Acceptance ofthesedrawingsdclusivly to the r. 13 of 15 Acceptance of[hese drawings does not authorize the right ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASS00ATION to build without the authorization of local governing agencies, (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND [EDITION. such as Suffolk County Dept. of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions, codes, and requirements with such agencies prior to construction ENGINEERS SELL .,e�ypM INC y,u ` NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. rcR 6 ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION zW N�AQ (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 2x12 RIDGE 2212 RIDGE CONTINUOUS RIDGE VENT 2x1CONTINUOUS RIDGE VENT 2x10-16 oc RAFTERS 2x10-16 oc RAFTERS 2 RIDGE 2212 RIDGE 12 COX ROOF SHEATHING )" COX ROOF SHEATHING 2x10-16 ac RAFTERS 2x10-16 oc RAFTERS B k.. 15# FELT 12 15# FELT k" COX ROOF SHEATHING 1 CDX ROOF SHEATHING �25 YR. ARCHITECTURAL e �25 YR. ARCHITECTURAL 5# FELT ROOF SHINGLE ROOF SHINGLE 15# FELT 25 YR. ARCHITECTURALR-30 INSULATION 25 YR. ARCHITECTURAL ROOF SHINGLE R-30 INSULATION ROOF SHINGLE xxxxxx W 12 R-30 INSULATION 2x6-16 oc 2x6-16 oc 2x6-16 oc 30X45 r 1 . ,OF- 2x6-16 oc R-30 INSULATION MASTER BEDROOM 1x8 FASCIA VENTING SKYLIGHT v 6" SOFFIT (VENTED) � BEDROOM. El El R-19 INSULATION BATH HALL W/1 CLOSET R-30 INSULATION R-19 INSULATION 1 2x6-16" oc WALL STUDS ^ i 6'-515ife _ k" COX WALL SHEATHING 13'-B'x TYVEK HOUSEWRAP 4': COX SUBFLOOR SHINGLES 18" RED w D 6 'EXPO URE GLUED & NAILED WNO z 9]" 16" ac (2) 2x6 PLATES 3'� COX SUBFLOOR / FLOOR JOISTS 3i CO% UNAILED GLUED & NAILED f GLUED & NAILED 2x6 SHOE 1x8 FASCIA TVVVWW140 x 9 " - 16' oc FLOOR JOISTS 1x8 FASCIA I--) 2u6 SHOE FAL/{ 16" SOFFIT (VENTED) WII40 x - 16 oc FLOOR JOISTS (2) 13/4 x 9 LVL W740 x c FLOOR JOISTS X16" SOFFIT (VENTED) NOTE: USE A SINGLE 2x6 CCA SILL T THIS FLUSH GIRDER POINT UNDER SOLARIUM FLOOR JOIST TO (2) 2x6 PLATE$ R-30 INSULAl10N (2) 2x6 PLATES R-30 INSULAIRON —(3) 13/4" x 18" LVL - 1 WITH INALLOW FLOOROR HEATWG.LD-LF BOOR SYSTEM (3) 1%" x 18" LVL DROPPED GIRDER DROPPED GIRDER 3 - SOFFIT (VENTED) �j 7-_By4" 13 -63'4' (2) 2x6 PLATES " FILLER (2) 2x6 PLATES W �J (2) 2x6 PLATES LINE OF `�+ R-19 INSULATION R-19 INSULATION GARAGE 2R-19x6- INSULATION CORNER OF LAUNDR',Y HALL SOLARIUM GARAGE 2x6-16" oc WALL STUDS �j ,">�. 2x COX oc WALL STUDS HOUSE LO 2x6-16" oc WALL STUDS n )" COX WALL SHEATHING FIRST FLOOR ROOM T COX WALL SHEATHING l k" COX WALL SHEATHING 4" P.C. SLAB W 6 x 6 WWM 1� r 4" P.C. SLAB W/ 6 x 6 WWM TYVEK HOUSEWRAP ^ C / TYVEK CEDAR 3'i Cox SUBFLOOR TYVEK HOUSEWRAP 18" RED CEDAR PERFECTION \ 18" RED CEDAR PERFECTION GLUED & NAILED HI RED CEDAR PERFECTION r 1 \ SHINGLES w/ 5X!' EXPOSURE OR SHINGLES w 5 �•J LINE OF HOUSE FLOOR SHINGLES w/ 5X1" EXPOSURE MATCH EXISTING / Jh� EXPOSURE 2x6 SHOE 2x6 SHOE (OIL) 2x6 SHOE W140 x - 16 oc FLOOR JOISTS µ1q0 x - 16 oc FLOOR JOISTS (SINGLE 2x6 CCA SILL PLATE w/ 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL) �T . 2x6 CCA SILL PLATE w/ 2x4 CCA PLATE AROUND TERMITE SHIELD & SILL SEAL ---(2) 1 4" x 9)�" LVL DROPPED GIRDER GRADE r l 2x4 CCA PLATE AROUND GRADE TERMITE SHIELD & SILL SEAL PERIMETER OF GARAGE GRADE WITH (2) 1j"x B' LVL BOLTED 2'-0' oc U COMPACT SOIL PERIMETER OF GARAGE J¢" x 12" ANCHOR BOLTS 5' x 12" ANCHOR BOLTS 2" P.C. SLAB 9' x 12" ANCHOR BOLTS COMPACT SOIL 8" PC FOUNDATION WALL CRAWL SPACE B" PC FOUNDATION WALL B" PC FOUNDATION WALL 2r4 KEYWAY _2X4 KEYWAY 164 KEYWAYz 6' PC FOOTING 1�' x B" PC FOOTING 16 x 8" PC FOOTING MINIMUM OF 36° BELOW FINAL GRADE MINIMUM OF 36' BELOW FINAL GRADE MINIMUM OF 36" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL BEAR ON UNDISTURBED SOIL e'xe'rts' cuu PIER BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY INSURE SOIL BEARING CAPACITY LMJ INSURE SOIL BEARING CAPACITY 2'-0 x 2''e' x 1'-6" CONC. F1rG (TYPJ CONTINUOUS RIDGE VENT NOTE: INSULATION BETWEEN INTERIOR 202 RIDGE CROSS SECTION C NOTE: INSULATION BETWEEN INTERIOR CROSS SECTION A RFLOOR EQUIRED ANWALLS IS NOT D PER YS. CODE. CROSS SECTION B 2x10 16 oc RAFTERS FLOOR AND WALLS IS NOT REQUIRED AS PER NYS. CODE. }" COX ROOF SHEATHING �15# FELT 25 YR. ARCHITECTURAL ROOF SHINGLE 12 10F U BEDROOM R-30 INSULATION CATHEDRAL R-30 INSULATION u n 2x10-16'acoc O o o E % i to o > F .. R-13 INSULATION Z" In 2 STAIR- E w � WELL w A PROJECT NO: 652-2004 OM N 9 III VYWN CMA CNECxED 8Y: SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 04 -_ 1 -0 R-13 INSULATION mom' (1) SHEATHING TO BE NAILED TO CCA SILL KITCHEN CL. FOYER 04-26-04 05-29-04 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 06- 17-04 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, SHEET TITLE: AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: CROSS EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. SEC IONS NO SUBSTITUTIONS ©Copyright 2003, East End Design Associates, LLC. All floor plans and elevations are protected under All framing hardware shown on these plans, Federal Copyright Law unless otherwise indicated, is Simpson Strong-Tie. Plans may not be reproduced without written authorization. SHEET No: All lans and sole No substitutions are approved or authorized, East End Desigdesigns sociaes, LLC.property of East End Design Associates, LLC. CROSS SECTION D The right to husi only oneuyer.structure from these plans is Due to the relationships of framing hardware to lisceosed exclusivly to the buyer. � � O1 the other components of the structure, any framing Acceptance ormese drawings does not authorize the right 15 hardware substitutions will render these plans to build without the authorization of local governing agencies, null and void, and will result in the installer/contractor Departments, DEC, FEMA,etc. County Health Services,Town Budding Departments, CC, FEMA,etc. Verify all conditions,codes, assuming responsibility for the design and and requirements with such agencies prior to construction. performance of the entire system. �I ENGINEER'S SELL: L uInE NOTES: E BACp ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. V, ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT A2x6-16oc RIDGE 2x12 RIDGE -16 oc RAFTERS 2x10-16 oc RAFTERS X ROOF SHEATHING }" COX ROOF SHEATHING ELT 153' FELT . ARCHITECTURAL 25 YR. ARCHITECTURAL OF SHINGLE � ROOF SHINGLE 44 2x6-16 oc ' \ 1 12 2x4-16 oc 12 2x4-16 oc YYI s ATTIC B ATTIC ww/ ? � 2x6/2x4 STRONG BACK / O 2xfi 2x4 STRONG BACK ^ 4'i CDX SUBFLOOR 3� CDX SUBFLOOR GLUED & NAILED F_ GLUED & NAILED 2x10-1fi"oe. 2x10-16'oc. 2.10-16.. 200-16"oe. 1x8 FASCIA 1xB FASCIA W �J X16" SOFFIT (VENTED) X16" SOFFIT (VENTED) (2) 2x8 PLATES I—I (2) 2x6 PLATES BEDROOM CL. BALCONY ' T BEDROOM CL. BATH BEDROOM WO ^�W Gj PROVIDE RAIL R-25 INSULATION O 4Y CDX SUBFLOOR m SYSTEM AS 2x8-16" Oc WALL STUDS 2x6- INSULATION GLUED & NAILED PER NYS. CODE J" tCDX oc WALL STUDS 3" CDX WALL SHEATHING 3' EK WALL SHEATHING T7VEK HOUSEWRAP NVEK HOUSEWRAP U W140 x ' - 16' oc FLOOR JOISTS 18" RED CEDAR PERFECTION W140 x 9)" - 16" oc FLOOR JOISTS WA40 x 93" - 16' oc FLOOR JOISTS 18" RED CEDAR PERFECTION SHINGLES w/ 5N' EXPOSURE SHINGLES w/ 5V EXPOSURE (3) 1j"x93" LVL DROPPED BEAM WITH (2) 1 "x18" LVL SEMI DROPPED BEAM WITH (2) 13/4 x 9)2" LVL (2) 3" STEEL FOTCH PLATES (1) 1j"x 93" LVL LEDGER (SEE DETAIL) (2) 2xfi PLATES DROPPED GIRDER BOXED OUT TO COVER TOP OF COLUMN KITCHEN GREAT ROOM R-19 INSULATION . WALL I MASTER BEDROOM WPI CLOSET IM ASTER BATH 2xs-1s" oe WALL sTDDs ,t 10" HB&G PERMACAST COLUMN 3" COX WALL SHEATHING TYVEK HOUSEWRAP 18" RED CEDAR PERFECTION ISTING SUBFLOOR XISTING SUBFLOOR MATCH EXISTING SUBFLOOR MISTING SUBFLOOR (STING SUBFLOOR SHINGLES w/ 5Y:" EXPOSURE CONCRETE FRONT PRRCH 2x8 SHOE 2x6 SHOE VERIFY FINISHED WITH OWNER �3'-396. j 1 IXIsnNG 2.m-lfi'ac. R MJOIST IXISIING z.10-ls""c. RIMJOIST (DBL) 2u6 CCA SILL PLATE L EX Sarin wax Sn- BEAM EXSIING Wax SIL BEAM (DBL) 2x6 CCA SILL PLATE w/ IXLBIINc wax 51t. REAL PROVIDE 93" LVL FLOOR TERMITE SHIELD & SILL SEAL TERMITE SHIELD & SILL SEAL -5%" suPPORR:D TW 4• sn_ cot JOISTS RIPPED D(DWN TO - � SUP:= BY 4" SI_ COL SUPPORTED BY a Sn. COL ON 2'-O'a'-0".1'-0' MATCH EXISTING ((MINIMIZE )`i" x 12" ANCHOR BOLTS ON 2CONC. Fm.l -0' ON 2CONC. FTG�1 -O• NZ" x 12" ANCHOR BOLTS CONC. Frc. SHRINKAGE) 8" PC FOUNDATION WALL 8' PC FOUNDATION WALL BASEMENT 2x4 KEYWAY BASEMENT 16 x 9' PC FOOTING 2" P.C. SLAB MINIMUM OF 36" BELOW FINAL GRADE EXISTING BEAR ON UNDISTURBED SOIL EXISTING 4" P.C. SLAB INSURE SOIL BEARING CAPACITY \ e P.C. SLAB ,a =B oe CROSS SECTION E CROSS SECTION F U CnE j � V F NOTE: INSULATION BETWEEN INTERIORTWZ a NOTE: INSULATION BETWEEN INTERIOR FLOOR AND WALLS IS NOT FLOOR AND WALLS IS NOT REQUIRED AS PER NYS. CODE. REQUIRED AS PER NYS. CODE. LL1W (� s ° PROJECT W. 852-2004 Dctan W. MASTER BATHGMA CHECKED W. HANDI-CAP SHOWER. 1/4"= 1'-0" HANDRALS PROVIDE SOLID BLOCKING IN ALL WALLS FOR HANDRAILS AT 36" ABOVE FINISHED FLOOR. 04-28-04 05-29-04 EXISTING 2.10'. ARE TO 06- 17-04 BE TAPERED TO PROVIDE HANOI-GAP SHOWER. NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. IXISIING 2x10-18"oc' NEW SGS 1"oc SISTERED ALONG BADE IXISTS. 2x10 RIDOR J01515. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SHEET TmE FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. CROSS NU SUBSTITUTIONS SECTIONS C Copyright 2003, East End Design Associates, LLC. All framing hardware shown on these pans, All floor plans and elevations are protected under unless otherwise indicated, is Simpson Strong-Tie. Federal Copyright Law. DETAIL Plans may not be reproduced without written authorization. SHEET NO: No substitutions are approved or authorized. All plans and designs are the sale property of SHEATHING NOTES: East End Design Associates, LLC. Due to the relationships Of framing hardware to ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION The right to build only one structure from these plans is the other components Of the structure, any framing (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. liscensed exclusivly to the buyer. 1 O1j Acceptance of these drawings does not authorize the right 1 hardware substitutions Wlll render these plans (1) SHEATHING TO BE NAILED ITO CCA SILL to build without the authorization oflocal governing agencies, . 15 null and void, and Wt result In the installer/contractor (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM such as Suffolk County Dept of Health Services,Town Building (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Departments, DEC, FEMA, etc. Verify all conditions, codes, performance m responsibility for the design an and requirements with such agencies prior to construction. performance Of the entire system, (4) SHEATHING TO BE NAILED 70 TOP PLATE ___ - 1 BUILDING PERMIT EXAMINER CHECKLIST • DATE REVIEWED: /2P /04 APPLICANT: ,, o - DATE SUBMITTED: /x/04 SCTM#DISTRICT: 1,000, SECTION: 10 , BLOCK: I LOT: ,3 SUBDIVISION:41clu& reS ADDRESS: 61y (.utV2 CITY: ( {p(,y� ZONING ? /NG DISTRICT: — CONFORMINGN° BUILDING PERMITS OPEN/E PIRED: P CO: Y OR(RD BP 7 -Z/C/0 Z- ?,6 , INFO�i BP no -Z/C/O Z- , INFO .�- /BP/� t�_ -Z/C/0 Z- f— , INFO �.,tV — SINGLE & SEPARATE CERTIFICATION-REQUIRED Aldo NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN-1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: — ACT. LOT SIZE:X,60T REQ. LOT COV. _ACT. LOT COV. ✓ REQ. FRONT .sl, PROP. FRONT REQ SIDE Is-3S ACT. SIDE '-' REQ. REAR 5'0 PROP. RE ✓ REQ. HEIGHT PROP. HEIGHT ZB� PROJECT DESCRIPTION: ESTIMATED PROJECT COST: 3 � ARCHITECT q-ee�► WATER FRONT? wo DE CRIPTION: PANEL # FLOOD ZONE: _ BULKHEAD? —DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HE H D . E or I BED #): 'DTE: TOWN SEPTIC RECEIP : Y r P CERTI KATION: Y or N NEW YORK STATE DEC: D 1n YES oltp DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o1 1 DTE:_ / / PERMIT#: TOWN ZONING BOARD APPROVAL:IM�or NO DTE: T_/_�/ PERMIT#: 3'S TOWN PLAN. BOARD APPROVAL: YES or DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) or NO NOTES: el FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: _ SF SECOND FLOOR: 20 SF OTHER: SF INIT OTHER TOTAL TOTAL: Ml SF FEE FEE FEE 1. ( 6(� SF)- ( `�S� SF)= �` SFX$.�l� _$ !2 SL�� +$ I� +$ _$ 1'-A o o 2. ( SF)- (SF)= SFX$ -=$—+$ +$ =$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ ao FINAL TOTAL: $ 1400 '� t NEW YORK STATE CODE-COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Win/,120MPH Seismic Design Category:B Weathering:Severe Frost D :M-H Decay:S-M Design Temp: 11 Ice Shield Flood Hazards: USE/OCCUPANCY CLASSIFIC HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRWPdPTIVE AF FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N ALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND G E:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRES .7 S.F.:Y/N LIGH 8%: Y/N 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRES/RE PLUMBING RISER LOCATION OF FIRT: YINTRUSS DESIGN: YICERTIFICATION: YENERGY CALCS: YTOTAL COMPLIEAGE ONE) r DATE REVIEWED: /C/04 APPLICANT: �...►,F��„o DATE SUBMITTED: s /fol /04 SCTM# DISTRICT: 1,000, SECTION: joy+ , BLOCK: I , LOT: SUBDIVISION:4-i,,�.pfjkt _s ADDRESS:(,A Ltw.r 1)r CITY: C4,L., ZONING DISTRICT: --' CONFORMING?No BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time afte REQ. LOT SIZE: ACT. LOT SIZE: 22,60W REQ. LOT COV, ACT. LOT COV. REQ. FRONT PROP.FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: el . ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/ /_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PV-DEC 9/1/75 YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/_/_ PERMIT#: TOWN ZONING BOADTE: _ PERMIT##:R TOWN PLAN. BOARD/APPROVAL: YES or NO DTE:SOWN : HfSTORICAL,PRE (SPLIA): YES or NOS c: NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- ( SF)= SFX$ =$ +$ . +$ _ $ 2. ( SF)- ( SF)= SFX$ =$ +$ +$ _ $ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ _ $ FINAL TOTAL: $ NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N Dg,4A Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN', POR SCHEDULE: MIs-"Is T REQUIREMENTS: UN l E � SS 5.7 S.F.: Y/N l' L f IST HT 8%ZIN IN VENT 4%: NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)