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HomeMy WebLinkAbout34536-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34055 Date: 11/06/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 280 YOUNGS AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 141 Block 1 Lot 31 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 27, 2009 pursuant to which Building Permit No. 34536-Z dated MARCH 30, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED PORCH AS APPLIED FOR. The certificate is issued to DANA DESTAFANO MEYRAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0019 11/02/09 ELECTRICAL CERTIFICATE NO. 4028515 09/23/09 PLUMBERS CERTIFICATION DATED 10/14/09 THOMAS SCHENKER 0 Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final.survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. S. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance-from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and".pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. .2. A properly completed application and consent to inspect signed by'the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25,00,Accessory building$15.00,.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. S New Construction / Old or Pre-existing Building: (check one) Location of Property: 05 House No. 8frek Hamlet Owner.or Owners of Property: Suffolk County Tax Map No 1000, Section / �J .I Block Lot Subdivision 'Filed Map. Lot: Permit No. 3 �� Date of Permit. Applicant: )Q� Health Dept.Approval: Underwriters Approval:T L � Planning Board Approval: .Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2 J•oc? C Applicant Signature ❑° ��L L�LnC.I7C.�Ll�[.nr r EL i lfl CnLI�LI�0[21 CI�LI�LI�C.I�C.I�L�C.I�C.�L�L�CI�LI�LI�C(LI�C.I�C�L�CnL�LI�L�LI�LI�C.I�LI�C.I�C.I�LI�L�LI�LI�L�LI�f�LnLI�LI�LrQr[3 ❑° 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES _.THAT . 5 5 5 Upon the application of upon premises owned by 5 5 5 5 5 SABAT ELECTRIC MIKE MEYRAN 5 5 50 PAT LANE 280 YOUNGS AVE 5 5 MATTITUCK, NY 11952, MATTITUCK, NY 11952 5 5 ej Located at 5 280 YOUNGS AVE MATTITUCK, NY 11952 5 5 rj Application Number: Certificate Number: 5 4028515 4028515 5 BDC:Section: Block: Lot: Building Permit: 5 5 '` ns11 5 5Described 5 as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: c 5 Basement,First Floor,Second Floor,Outside, 5 �� 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the23rd Day of September, 2009. 5 5 Name OTY Rate Rating Circuits Tvoe 5 5 Alarm and emergency equipment 5 Sensor 2 0 0 Carbon Monoxide 5 'Sensor 6 0 0 Smoke 5c 5 Appliances and Accessories c Exhaust Fan 1 0 F.H.P Future Appliance Feeder 1 0 20 Amps C� 5 Pump Motor 1 0 1 5 H.P 5 Service 5 5 Service Disconnect: 1 200 cb Service1 Phase3w Service 5 5 Rating200Amperes 5 5 Wiring And Devices 5 5 Dimmer 8 0 120 V 5 5 Fixture 40 0 Incandescent Outlet 40 0 Fixture C, 5 Outlet 68 0 Gen,Purpose 5 Paddle Fan 3 0 5 5 Receptacle 1 0 30a Dryer 5� Receptacle 7 0 GFCI.. Sea/ 5 Continued on Next Page I of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. c 5 S ffl LI�LfLI�CPC.I�LnLfLnC.TLPC.I�C.I�CYEE, LTLTC.I�C.I�CPLTLI�CPLI�CIC.I�CICILT2LI�CPCPCPC I��LI�C I�CPCPLPLI�C.I�C.TCPLI�C.I�CILI�CPC.I�C TLI�CPLI�CPCPLI�LTL1�Ll�C PCPCILf� ❑° tt t cPrJ�rJ�C.I�C.I�Cl�C fCJ�C.fC.nC.I��C.I�C.(rJ�i.I�C.1�C.I�C.J�C.1�CJ�C lC IBC(CPC1�C1�C1�C1�CnGJ�UPOPR�cPCJ�CnC11:22CPCPr�CJ�CJ�CnCJgCJ�CJ�CJ�C.f�cPC(rJ�cPCPCJ� ❑� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 5 5 SABAT ELECTRIC MIKE MEYRAN 5 5 50 PAT LANE 280 YOUNGS AVE 5 5 MATTITUCK, NY 11952, MATTITUCK, NY 11952 C� 5 rj Located at 5 280 YOUNGS AVE MATTITUCK, NY 11952 5 �j Application Number: Certificate Number: Cj 4028515 4028515 cj Section: Block: Lot: Building Permit:* BDC: �j 5 ns11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 55 electrical devices and wiring, described below, located in/on the premises at: 5 u Basement,First Floor,Second Floor,Outside, c5 5 A visual 5 5 a 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 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the23rd Day of September, 2009. 5 5 Name OTY Rate Rating Circuits Tvne 5 , 5 Receptacle 46 0 - Gen,Purpose 5 Switch 36 0 Gen,Purpose 5 5 5 5 5 5 S 5 5 5 5 5 5 S 5 5 5 5 5 5 5 5 seal 5 2 of 2 - 5 5 • ; - . . 5 5 • - 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o �E������RP�EPMEMP02 21: U ����������������������EP��� 9 10-07-09; 13; 11 915165616945 # 1/ 1 4'�60 SO(/ry4 Town Hall Annex Telephone(631)765-1902 54375 Main Road Fax(631)765-9502 P.O.Box 1179 en Q Southold,New York 11971-0959 aO D BUILDING DRPAR'r MHN'r TOWN OF SOUTHOLD OCT 1 5 2009 BLDG.DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: 0110-0 Building Permit No. Owner: ha.4-0-- Me Ic a C-)--------------------- (Please pA t) Plumber: ! l I C� (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -------- --------------------------- ---------=----------------- --- �/ (Plumbers Signature) Sworn to before rile this day of odo 4-W 20 Q4-- Notary Public -_ o'unty Raul W Blanco = Notary Public,State of New York No. 01BL6022354 Cinalified in Queens County Commission Ezpirea March 29,2olL 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. 34536 Z Date MARCH . 30, 2009 Permission is hereby granted to: DANA MEYRAN 280 YOUNGS AVE SOUTHOLD,NY. 11971 for DEMOLITION & CONSTRUCTION OF ANEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 280 YOUNGS AVE MATTITUCK County Tax Map No. 473889 Section 141 Block 0001 Lot No. 031 pursuant to application dated .MARCH 27, 2009 and approved by the Building Inspector to expire on SEPTEMBER 30, 2010 . Fee $ 1, 226 .40 Authorized Signature ORIGINAL Rev. 5/8/02 OF SOUTy�Io 3 � MUldi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XJFOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r f DATE ~� �� INSPECTOR '� ; oF sooryolo cout 1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ��� of INSPECTOR ' SOUjyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION P' FRAMING 0TRAPPIN [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: s DATE INSPECTOR pF SOUjyolo 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION KFRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Nz DATE ���®�® � - INSPECTOR �- OF SO!/Tyolo Lk 2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND x INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 99 r DATE ���/ - / INSPECTOR OE SO(/jyolo 3 �s� � � V,, f��;���.�TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 *eL :���INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL 4kc�td� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: —�t c - f 9 - DATE © / INSPECTOR h pF SOUlyolo oourm,��'Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [�4 FINAL P, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Lam- s E , INSPECTOR DAT ' +fa FIELD INSPECTION REPORT DATE COMMENTS V' ►d FOUNDATION(IST)/ _ y ------------------------------------- 0 000, 2 FOUNDATION(2ND) U z ,0 g,-0 0 ROUGH FRAMING&/ © O m y PLUMBING 1 e � LA x INSULATION PER N.Y. y STATE ENERGY CODE b:S o S FINAL i ADDITIONAL COMMENTS . � �-ritti•c� .f� � O z �z a (D z � x 10F ' � y Q � c y 1 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 ! I I I,j Storm-Water Assessment Form ontact: Approved 20 OCT 3 12008 Mail to: Disapproved a/c Ulu �� // Phone: f Lu\Gt cc-(� Expiration 20 BLOG.DEPT. ✓ :J T N FS THQLD �(Q�(f�q g'3C� �� Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises Q (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. -m0 C3t>J"_( Plumbers License No. Electricians License No. Other Trade's License No. 101 / 1. Location of land on which proposed work will be done: no qu=,-,� House Number ' Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot ' 1 2. State existing use and occupancy of premises an4 intended use, d o upanc of proposed construction: a. Existing use and occupancy VY\L b. Intended use and occupancy—SIM 19 @jM11Lj 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee lb (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. (L 2 7. Dimensions of existing structures,if any:Front IN&U Rear Depth Height $ Number of Stories_ 1 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 'Z 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories- 9 1 9. Size of lot:Front 1 by Rear ILD Depth 10.Date of Purchase 51 t 1 oy 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 V/ Will excess fill be removed from premises?YESV NO 14.Names of Owner of premises k Q_Address, 2 pk Phone No. (0 1 Name of Architect C Address Zfeo � Phone No Name of Contractor �{�e}w OQ_ lPtil( Address tft Phone No.—(e3j—2� —Ill Qi 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO V *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. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief-,and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me this day-of UG 20-91CKI TOTH ` Notary Public State of New York No.01YO-6190696 Notary Public (Jualified in Suffolk County Signature of App icant Commission Expires July 28,20 rz' bos�f � Town of Southold � Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM col PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1L 1 STORM-WATER,GRADING, DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- I Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? / (This item will include all run-off created by site clearing and/or construction activities as well as all Site �L Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ �� Existing Grade Involving more than 260 Cubic Yards of Material within any Parcel? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ / Five Thousand(5,000)Square Feet of Ground Surface? rj Is there a Natural Water Course Running through the Site? ❑Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ into and/or in the direction of a Town right-of-way? v Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? F-1 v/" NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ———————————————————————————————————————————— EXEMPTIOW Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl — ---------------------------------------------------- STATE Or NEW YORK, CnnOUUN�NTY��OII F­.......... SS That I, .., W.. ,.l . . . ... . ..,�,,,,,,,,,,,,,,,,,,,,,,,being duly sworn,deposes and says that he/she is die applicant for Permit, (Name of individual igning Document) Andthat lie/she is'die ...........Q.*�................................................................................................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner-and/or representative of die Owner of Owner's,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 die manner set forth in the application filed herewith. Sworn to before nie this; ....................I......... .... .- �..,....,..day of ( VICKI TOTH Notary Public: .. Public.State.Qff. PRYork....... ...... No.01TO619b69� Qualified in Suffolk County. (Signature of Applica FORM - ub/07 ° TORN SOU'�II�f LD PR'�PE�TY I ECC�R CARD r ; ; .OWNER STREET VILLAGE DIST. SUB. LOT CC V-C. = � FORMER OWNER N " E. R. 00 /J+ W TYPE OF BUILDING ES 3jC� SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND' IMP: TOTAL - DATE REMARKS • / ram, ec-b /Z AF.3 a 9(eF , - Co n S 1 --r1e_Ld wi ndoLJ TeL) .3r o / Isk l ✓ L. 6�' Ot3lF �LC�S a 5 � r. -L6 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre` Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD y o 0 Meadowl,and DEPTH � � a House Plot BULKHEAD 0 111111 ■ ■esee■■e■ee■e■■■e eieiiis®� JL y € 1 ■ ■■eee■■ONE■■ee■■■�■■■■■■ee No ■■■■eee■■ ■■■■■ 'AAA. •^ .::.LLV+`wf r� t i t� .`` . 1'U rsFt`•a .,,' ■■■■®■■■�■■■■■■■■■■■■■■■■■e■■ " s ■■eeeeeee eee■■eae■■■■ee■■ee■ wuay- v ,. f ■■■eee■■■■ ■■s■■■■ee■■e i■■■e■■■e■■■e®oie■■es�■■■■■■■■se ■�■■eeeee■eeeee■■■■ a■■■ee■■ee ■■■ ■■■■■■■■EI■■■■ ■■s■■e■ ■ �■■■e■■■■■■■■ !__■■eee■■■■■■■■■ ®s■■e■e■■■■■■■e■e©■■■■■■■■■■■ : ®® ■■s■■■■■e■■■ee■■■■ee■■■e ■■■■ - . , � . , . ■i�■eeeeee�■e No 0 eee■■■■■■■■■'�eeeee - ■■ ■■eee■■■■■eee■■■■■■■■■■eee ■■�■■e■e■■■■■■■ �® • Interior Lir r ® _ Plac ' - • a•a •- Roof Rooms Recreation Rooms 2nd Floor. ■• • s 3 � 11 oAr o") 4 jr;5 I S As 9-41Y �9� / S 7b &WICA 4-oq A01 A)O� /toOl�-J glff'9601 v00 �/�tI ZJ6-)--6 po L6A�� ISLAND',RAIL•RCAD_ '. .. •' TRAVELER: STREET R.S`tatran• U.S . P03r : z TOV�fN' : OFFICE ui HALL -ANN .. cq F- p na 04:Mffe MAIN•ROAD. STA I`I=RQUTE 25 z TRAFlC. TOWN c014Tl of a o LraraT g: 0 TOWN HALL OFFICE5 SUPERVISOR _ _ !ANNEX OFFICitS.:. ASSESSORS TOWN.CLERK ACCOUNTING TAX REGDV):RS BUJr_I)I NG DEF+AR7MENF' JUS110E COURT' TOWN TRUSS . DATA PfOCESSING: CONING BOARD QR APPEALS . PUBLIC WQFftS.` :. PLANNING BOARD T IJGIAIEEWNG LAND..PRESERWAT(ON HISTdRfAN':.. TOWN'A rO�tN1=Y'... . CODEIVFORCEMEN n / Town Of Southold P.O Box 1179 Southold,;NY- 11971 * * * RECEIPT ** * ; Date: 03/30/09 Receipt#: 44318 Transaction(s): Reference Subtotal ` 1 1 Septic Permit-Operation -Resid. 4391. $10.00 Cash Total Paid: $10.00 r ' r l Name: Meyran; Dana 280 Youngs Avenue Mattituck, NY 11952 Clerk ID: CAROLH Internal Ib:4391 TEST HOLE DATA T SURVEY OF PROPERTY HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 12, 2009) O' SIT UA TE T DARK BROWN LOAM OL 0.5' O° �a°tick° C C MATTITUCK BROWN SILTY SAND SM TOWN OF S O U T H O L D F SUFFOLK COUNTY, NEW YORK 4 � CF aF AA�Zf 6. Fes, S.C. TAX No. 1000- 141 —01 —31 SCALE 1 "=20' AUGUST 27, 2003 / NOVEMBER 12, 2008 ADDED PROPOSED ADDITIONS FINE BR(WN SAND sP b� FEBRUARY 25, 2009 RELOCATED PROPOSED ADDITIONS C.1° / MARCH 25, 2009 ADDED EXISTING SEPTIC SYSTEM & PROPOSED WELL / Fd O AREA — 15,960 sq. ft. 'OO- 0.366 ac. F° CERTIFIED TO: 17' �i, A�� S Sr .. �' TEST HOLE G Ca GAY �` JP MORGAN CHASE BANK .. .::• :. N�o�+ °N DANA M. DeSTEFANO /s o %Fpo ' O BLACKSTONE LAND TITLE AGENCY, L.L.C. rR / . �: :::::::::::::.. DER N o :.... .::. ::::::::. ::. :::.. � / .::...�•• ° � O FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK '4eA ' / :::•�-"� ti'dam.::" EXISTING LOT COVERAGE DATA \ / F :•'•' ::•: ....•. DESCRIPTION AREA X LOT COVERAGE \ F ��...: :::�.:.\ �:..: .: : EXIST. HOUSE 613 sq. ft. _ 3.8% ...... .. EXIST. GARAGE 344 sq. ff. 2.2% �... :: . .. EXIST. SHED 117 sq. ff. 0.7% 0, EXIST. DECKS 290 sq. ft. 1.8% Q // \��Y°Oo TOTAL 1,364 sq. ff. 8.5% UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF c ti 9 3 SECTION 7209 OF THE NEW YORK STATE PROPOSED LOT COVERAGE DATA EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING DESCRIPTION AREA X LOT COVERAGE THE LAND SURVEYOR'S INKED SEAL OR �pO p �\ �J:J� EXIST. HOUSE 613 sq. ff. 3.8% EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAIJD TRUE COPY. oRi1 EXISTINGING EXIST. GARAGE 344 sq, ff. 2.2% CERTIFICATIONS INDICATED HEREON SHALL RUN �'O• .F ti CESSPOOL Q1 CJ�G� ONLY TO PREPARED, PERSON FOR H THE SURVEY AND ON HIS BEHALFO TH S EXIST. SHED 117 sq. ft. 0.7% TITLE COMPANY,LEN DING INSTITUTION LISTED STED HEREON,MENTAL AND AND PROP. ADDITION 501 sq. ft. 3.1% TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. pqq`9C� Q G 20 G4t� PROP. PORCH 82 sq. ft. 0.5%J5 ST° 24?' a � TOTAL 1,657 sq. ft. 10.3% THE EXISTENCE OF RIGHTS OF WAY C 1 AND/OR EASEMENTS OF RECORD, IF `FIp ��� ANY, NOT SHOWN ARE NOT GUARANTEED. W4 ��O PREPARED IN ACCORDANCE WITH THE MINIMUM sC�9 0� CO 7 n° STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Sze a' ' V FORTSU HI USE YNTHEPNEWVYORKJSTAADOPTED TE LAND Nathan Taft Corwin iii 6 Np o .,&. S Oj TITLE ASSOCIATION. \ �r �;`�. CY ��^ ° Land Surveyor 00' `` ; Title Surveys — Subdivisions — Site Plans — Construction Layout coNctiO PHONE (631)727-2090 Fax (631)727-1727 5e, 7 O OFFICES LOCATED AT MAILING ADDRESS �� 322 Roanoke Avenue P.O. Box 1931 ��C/1ND, N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 q _ _ SURVEY OF PROPERTY °ems"- SITUATED AT q - � ,,� - - • - oo 0��� A2 , MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 141 —01 —31 �y� %` / ;.°" 4 ° SCALE 1 "=20' 64 Qp� / AUGUST 27, 2003 / 700 / AREA = 15,959.83 sq. ft. \ 3po, V / a a - e - �S• ,�e-- ', `;�� � o � p2p'� j p�16RN�'O� ��Q 61 ° _F \' ?s a• � •� � GAS ��cF � � •c _ , ,LAG pt� \ ry �' _ g (o �Y 391-5 �O PREPARED IN ACCORDAN WITH THE MINIMUM STANDARDS FOR TITLE RVEYS AS ESTABLISHED BY THE LIALS. AND PROVED AND ADOPTED Vow OAti� \e, ° RO4' . _ \ ����G FOR SUCF�USE BY T NEW YORK STATE LAND p l��� ( %. ,�/ � �cF _q ^�, 2�?•. Acetic �'A� V r��ey,�E1. I�l a c). N.Y.S. Lic. No. 49668 — UNAUTHORIZED ALTERATION OR ADDITION p. A0�6 \ nO TO THIS SURVEY IS A VIOLATION OF CSECTION Sys k V EDUCATIONZLAW.09 OF THE NEW YORK STATE Jose h A. Ingegno 6 1C o 1 P� COPIES OF THIS SURVEY MAP NOT BEARING ,00 THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED p' TO BE A VALID TRUE COPY. �pOF 02� OQ, -J CERTIFICATIONS INDICATED HEREON SHALL RUN 0 A, ONLY TO:THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHF TO TITLE COMPANY, GOVERNMENTAL AGENCYTHE AND Title Surveys - Subdivisions - Site Plans Construction Layout cONO LENDING INSTITUTION LISTED HEREON, AND yoy TO THE ASSIGNEES OF THE LENDING INSTI- PHONE 727-2090 Fax(631 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. \ (631)727-1 727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS-OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 23-299 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 1201UPH Seisnuc 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: YIN FLOOR JOISTS: Y/N ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: YIN DEAD: Y/N SNOW: YIN SEISAIIC: Y/N «FIND: Y/N WINDOW AND DOOR SCHEDULE: 'MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N 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 CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:_/ /06 I*Date Reviewed:_/_ 7 Applicant: Owner: d Architect/Engineer: Estimated Cost: SCTM# 1000- 3 't Subdivision: Zone: Conforming? Property Address: . r a".", City: Pre COs? Building Permits (Open/Expired): BP -Z/C/o Z- Info: BP -Z/C/o Z- Info: BP -Z/C/o Z- Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- Info: Single & Separate Search Required? Y or N Determination��� REQ. Lot Size: 3 6 6C/ ACT. Lot Size: REQ. Lot Cov. ACT. Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height . AC eight Project Description:.- Waterfront? Y or NA If yes, water body Panel# Flood Zone:� Q Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRE ' 1) Suffolk County Health: Y or N - If yes, *Bed#: *Date: _ ermit#: Town Septic: Y or I - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or N - Date: I / Permit #: or NJ Letter— Notes: Southold Trustees: Y or N- Date: / / Permit#: or NJ Letter—Notes: Southold ZBA: Y or N - Date: / / Permit#: —Notes: Southold Planning: Y or N - Date: / / Permit#: — Notes: Town Landmark C of A: Y or N DTE: / / *NYS CODE Compliance (page 2): Y or N Notes: ff 1T/ T�` V Fee Structure: Calculation: Foundation: ,SF 1. ( SF)- ( SF)= SF X $ =$ First Floor: SF + Initial Fee: $ Second Floor: SF +Additional Fee $ Other: SF 2. ( SF)- ( SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee $ TOTAL: $ JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-5506 To: Town of Southold Building Dept. Date: October 22, 2008 Re: Meyran 280 Youngs Ave. Mattituck,NY 11952 To Whom It May Concern: After an inspection was preformed on the above property, it is deemed that the existing septic system is sufficient enough to handle the additional loads that will be placed on this system,with the new Proposed Addition. Any other questions please call. .s®r- NEW '.®E� }` cerely W 072.EP � • �� James J. eerkoski FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 6, 2008 TO: Dana & Michael Meyran 280 Youngs Ave. Southold, NY 11971 Please take notice that your application dated October 31, 2008 For reconstruction of an existing dwelling at Location of property 280 Youngs Avenue, Southold County Tax Map No. 1000 - Section 141 Block 1 Lot 31 Is returned herewith and disapproved on the following grounds: The proposed reconstruction, on this non-conforming; 15,959 square ft. lot, is not permitted pursuant to Article XXIII Section 280-122A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing single-family dwelling, notes a front yard setback to Youngs Ave. of 24.1'. The 2 story construction with covered front entry is proposed at approximately 14' from Youngs Ave. Pursuant to the interpretation in Walz (#5039), such alterations &additions will thus constitute an increase in the degree of nonconformance. The construction is not permitted pursuant to Article XXIII, Section 280-124, which states that non-conforming lots, measuring less than 20,000 sq. ft. require a minimum front yard of 35'. Authorized Signature =ECEIVED SURVEY OF PROPERTY SITUATE t11AR 2 4 2009 MATTITUCK SUFF.Co•HEALTH sERRVICEs TOWN OF S O U T H O L D OFFsuFOF�r° =S�F`t �T SUFFOLK COUNTY, NEW YORK 410 S.C. TAX No. 1000- 141 -01 —31 SCALE 1 "=20' ova FSSAoo ore° `'s, AUGUST 27, 2003 /41 NOVEMBER 12, 2008 ADDED PROPOSED ADDITIONS �o FAT�cSrSaty '�� MARCH 25, 2009 DD�ED009 EXISTING ELOC SEPTIC PSYYSTOEM SED&ADDITIONS PROPOSED WELL o /NRC AREA = 15,960 sq. ft. 0.366 ac. CER TIFIED TO: JP MORGAN CHASE BANK , �o�"o S DANA M. DeSTEFANO ono Ae BLACKSTONE LAND TITLE AGENCY, L.L.C. '�"� FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK 00 F 0 �> Aq�F .r rSF,o EXISTING LOT COVERAGE DATA �V STFSF � DESCRIPTION AREA X LOT COVERAGE 44, C 0 EXIST. HOUSE 613 sq. ft. 3.8% O / R �� / r•9,p� EXIST. GARAGE 344 sq. ft. 2.2% / SJ 20 EXIST. SHED 117 sq. ft. 0.7% G OA / O 170, EXIST. DECKS 290 sq. ft. 1.8% / TOTAL 1,364 sq. ft. 8.5% `' tx / poT2i Fry TEST HOLE co c" PROPOSED LOT COVERAGE DATA 41 eP \\ �p DFC p . .. R .:: �� Q /::' g IO +?DES; - �fON DESCRIPTION AREA X LOT COVERAGE /.............. OJERt�t... _ ? is EXIST. HOUSE 613 sq. ft. 3.8% ..::.:.. EXIST. GARAGE 344 sq. ft. 2.2% :::::.:`� OO ::::.:::::::::::::.:: O ............. r S'::rr::rr:rr: ::`' ► EXIST. SHED 117 sq. ft. 0.7% PROP. ADDITION 501 sq. ft. 3.1% /Q T PROP. PORCH 82 sq. ft. 0.5% Fr . ... r:.:.... .:.:......: ....\.� ZJ TOTAL 1,657 sq. ft. 10.3X � c� `,/ ` ....'.•.:.::.'::.�':: fit'"C t� 0 3 h�hv� Q O P 'Y TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 12, 2009) EXISTING �OJp�• 03� tiF\ ry CESSPOOL S OCF F �A?•' gg010 NG Q' �,,��r:" -ray DARK BROWN LOAM OL Qo O OOP, ma`s'• s .�e`� ��C;,� 0.5, 0 4?' Gov ,{. �L,!••i" ';'.'• ��'• F,.,�.r:.'f BROWN SILTY SAND SM `rl0 P !vc V�'�1 ,�f���„S1y' " 1r.! P.,Yw�+.,m•j;+.. .� e� 411 PALE BROWN UNAUTHORIZED ALTERATION OR ADDITION G' (9, �A �� �, O r (� .d- rx a s !'��. FINE SAND SP TO THIS SURVEY ON OF SECTION 7209 FSTHEVNEWTI YORK STATE �, C .E.'s�-�` EDUCATION LAW. P� J Q A / q,,,xU• Y 0O O J �P!v � ,o gg�� �s��'� ( COPIES OF THIS SURVEY MAP NOT BEARING O ,O , / 0 e* �• �, oy `° ` THE LAND SURVEYOR'S INKED SEAL OR Q2, O vJ C+ }�-r��. ' � n �/Q r EMBOSSED SEAL SHALL NOT BE CONSIDERED F \O � f� I /J K�(� ✓ TO BE A VALID TRUE COPY. COG CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Q IS PREPARED, AND ON HIS BEHALF TO THE O" C n)�a�� !7' TITLE COMPANY, GOVERNMENTAL AGENCY AND �v p 111 'rQ� /� _ LENDING INSTITUTION LISTED HEREON, AND TUTION. CERTIFICATIONS TO THE ASSIGNEES OF T HE DI RTIFICATIONS ARE NOT TRANSFERABLE. NG INSTI- �s�" '� U THE EXISTENCE OF RIGHTS OF WAY c tyF I AND/OR EASEMENTS OF RECORD, IF 4 ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan �� Corwin BY THE LI.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND III TITLE ASSOCIATION. Lead Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout • 1' � �:� rf:'�� I PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 SURVEY OF PROPERTYyS�� SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 141 —01 —31 SCALE 1 "=20' AUGUST 27, 2003 NOVEMBER 12, 2008 ADDED PROPOSED ADDITIONS FEBRUARY 25, 2009 RELOCATED PROPOSED ADDITIONS MARCH 25, 2009 ADDED EXISTING SEPTIC SYSTEM & PROPOSED WELL APRIL 3, 2009 STAKE HOUSE FOUNDATION APRIL 18, 2009 LOCATE FOUNDATION AREA = 15,960 sq. ft. 0.366 ac. x° S S o a�s� o O �'3��A 3 � A2 p'' r °F 0101d3ac'6018M6�----, All 11 6G Lul l G CCU 11n i 70 p p p - oF SON �A`- G 2 O '`F •!vF O tip,fy \ }v 9<< \ ASA \ Q 6 "'Op Up EXISTING Ql�r,cy�Q 03� ti \ CESSPOOL 1 J � 'V [�Qo FCC(. a F��� ?y�• AOO,I,C ��\SAS 00� � Q,'(1.. JQ,' F oq�gc DOOES G��1�Cj4 ` A F F � 4, 4i Cb °411 V 64'F sC'9��Q ° Cp�9•\ n� UNAUTHORIZED ALTERATION OR ADDITION O THIS SURVEY EC110N 7209 OFSTHEVIO WTIOOR�S STATE ll g. o• O of EDUCATION LAW. f G 0° G Jp �' COPIES OF THIS SURVEY MAP NOT BEARING OJT p O / THE LAND SURVEYOR'S INKED SEAL OR ROOD o�y pO' vJ EOBBESADVALD SEAL TRUELCOPYNOT BE CONSIDERED d oFti° 1 �lyF '`moo CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS , ANDHIS BEHALF TO TIT EREPARED COMPANY, GOVOERNMENTTAL AGENCCYTHE AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LA TITLE ASSOCIATION. OF R'swJ'O Land Surveyor -\p F T C0 �•i r m Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 Q' `r2J'CO sQ467a OFFICES LOCATED AT MAILING ADDRESS LAND 322 Roanoke Avenue P.O. Box 1931 N.Y. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 24-039D SURVEY OF PROPERTY 3- SITUATE MATTITUCK �- TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ro S.C. TAX No. 1000- 141 —01 —31 SCALE 1 "=20' AUGUST 27, 2003 NOVEMBER 12, 2008 ADDED PROPOSED ADDITIONS FEBRUARY 25, 2009 RELOCATED PROPOSED ADDITIONS MARCH 25, 2009 ADDED EXISTING SEPTIC SYSTEM & PROPOSED WELL APRIL 3, 2009 STAKE HOUSE FOUNDATION APRIL 18, 2009 LOCATE FOUNDATION OCTOBER 18, 2009 FINAL AREA = 15,960 sq. ft. ` 0.366 ac. S c of c_c3 3 � LJ `rC®' � i;�J.t •a.:. s..., � f1 11 f1 C7 r.a.. O•1%Gt o �P h� ,O F� / � O 00, o ti ell �O �0 \ n°, V \ hQ= Wo c 27 tT\ C m S GO?y� 0 \ CESSP00 (° qC V UT 2 p� °... 4, W� �.Q 0OR 7 , UNAUTHORIZED ALTERATION OR ADDITION On 90v O O� TO THIS SURVEY IS A VIOLATION OF l SECTION 7209 OF THE NEW YORK STATE JO \ Q' �^�. EDUCATION LAW. O� O O / COPIES OF THIS SURVEY MAP NOT BEARING �.OAL OR O, vJ EMBOSSED SEAL SHTHE LAND ALL DHALLINOTBEECONSIDERED 1P 0?CF TO BE A VALID TRUE COPY. Cp Gy CERTIFICATIONS INDICATED HEREON SHALL RUN NO° ONLY TO THE PERSON FOR WHOM THE SURVEY IS , ANDBEHALF TIT EREPARED COMPANY, GOVOER MIENTTAL AGENOCYTHE AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED-- Nathan Taft Corwin BY THE L.I.A.L.S. AND APPROVED AND ADOPTED'� C.^� F.,,r`r� FOR SUCH USE BY THE NEW YORK STATE AAND�,, r ` TITLE ASSOCIATION. t y Land Surveyor r Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE 631 727-2090 Fax 631 727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 1 1901-0965 24-039D O D E C E H E"M Q O EYRZUN 9M� -ENTD OCT 1 5 20C^ z M1ENTYo BLDG.DEPT. N ADDENDUM TO PERMIT # 34536 TOWN OF SOUTHOID PINED TO FND. BASEMENT W/M4 BAR I Z' OG try') ANDI=RSEN 6LIDIN6 DOOR NL6D60611 IOY2' Q = -1 171 BAR*-SAIL— ND�AIL— o 5'-O' HT TOP OF DOWN 5TAIR5 GUARD RAIL MOUNTED RETAINING WALL A 4'-0" OG IN RETAINING WALL W/ HANDRAIL DOWN STAIRS FOUNDATION PLAN - - - - - - - 1 > - 11> - I I>- o SCALE: Y4„ = 1'-0" I— I� I v v _ v_• v v _v _ v _ v _ v �_ v /I X lens Lu PO STEPS •' I I=1 I VIA cn III-1I I N(2)#4 BAR �`:� ''� • III } =1 I I=1 I I p Q s .� %/'� .° .°• 11=EACH STEP MINIMUM LU W EAT II III=1 I I •= o • _ o v v _ � ;�: •° : °• � Z 1=III=III ' o_ - • ° . ° I i HANDRAILS 4'DIA.MAXIMUM Z III-III I, � . I� � � I� � ; ° - a: �• .: .. • I I � � —III—III , ' p • • p '• a ' ° _ Z � —III v ' _ I I _ Ell I °• •°• � .'°• .� • I1=1I I Lu Z III—III •° AND RSEN . I .• v —III—I I i .°' : . . ° III—I Z —I I—III NL 061 n B/►LLUSTERs o It -11 =1 I ' : I I=1 I I=1 I I=1 I I 4 III=III }— A III—III—III—III 1 :• I—III—I I OPEN BALUSTER ATTACHED TO WALL —I I I—I I I r— — — — — — I— —I .- - `• . �:� �I HANDRAIL CONNECTION III=1 I I I—III—III—III—III—I I IOI I I—III—I I :• III-1 I I-1 I I-1 I I-1 I I-1 I I a I I=1 I I (� �{--� ° _•}—_�—{ {—_ }� { �{_ ,°'. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH °—a —III—I OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS s, =1I I=III III=1I =1 SHALL NOT BE LESS THANI-1/4'NORM 1=11 =III=III=IIII 1—III—III-111-111—III-1 1=1I I—I 1=111=111= — I1=1I1=III=111=111=111=1I1=1 ORETHAN7IN — — — — 11=III=II II= I=II I=I II= — — — — — CROSS SECTIONAL DIMENSION,ORTHESHAPEBHALL GUARD RAILING Ipl. Z — 1=III=III=III=III= PROVIDE/wEC+UNALENr GRIPPING SURFACE � a;„: � O 8" PC W RETAINING u— ALL ON I6"x8" Far. E.. FOOTING N(2)#4 BAR S G T 10 N A—A SOUTHOLD BUILDING DEPARTMENT CRITERIA SOALE: V = 1'-0" 1 JOCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SEC11ON 310 BUILDING CODE N.Y. USE DWELLING UNIT-SECTION 310- 310,2 DRAM: J RABKEVIGH 2 HEIGHT NIA FIRE AREA (so 106 SQ FT SCALE: A5 NOTED 3 TYPE OF CONSTRUCTION POURED CONCRETE JOB #: 124 4 DESIGN CRITERIA PRESCRIPTNE DESIGN- 1995 HIGH WIND EDITION'NFCM DATE: q-28-Oq 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS 6 DESIGN LOAD CALCULATIONS NA SHEET HJMBM- 7 WINDOW AND DOOR SCHEDULE NIA 8 LOAD PATH NIA 9 NAILING SCHEDULE N/A 10 EGRESS NIA 11 PLUMBING RISER DIAGRAM NIA 12 FIRE PROTEC11ON NIA 13 TRUSS DESIGN DRAVVINGS NIA 1141 ENERGY CALCULATIONS NIA 1 0F 1 0 ao Li_ CERTIFICATION OF N NAILING & CONNECTIONS REQUIRED. ALL CONS 'r' ;N SHALL t��EF i -1 - . .... OF THE • iATE. Ll L 2 Co IFF FRONT ELEVATION —- -— SCALE: 1/4" = 1'-0►' - - - - PLUMBER 0!"RT� . C RTI IC/ 7 t OF OCCUPANT;Y DERN'RITE - - - LDt_;7 "�,r_-D IN REQUIRED I icaTE SO WATER SI-f u :- 4_ : , . , � t CIS? CANNOT - -. En _t_ � �ilUC�f 1 aLcA -- -- PI r %" D. ALL TE DO NOT PROCEED WITH & �`vr t:n 1 VIED FRAMING T TESTING BEFORE COVERING L S RV UNTIL SURVEY RETAIN STORM WATER RUNOFF OF FOUNDATION LOCH T ION PURSUANT TO CHAPTER 236 HAS BEEN APr'lR` VrD. OF THE TOWN CODE. 00 'ED �A1 YC�B� 0�� CA J DATE:-_21�. �� ,.r.;t 3 nJ.� ? UNLAVIrI�' I4 y -� oil LL —— —— BUIL4)l r,i �lff �': .� �UT CERT�- -- _. ., 7`,5-i4�? allF,, e��- ^ f ,�`_., iii._ ...'fir {�.l CU1 NOF0LL \Ili 1�'.J 2. ROI;GH - 3. Ii;SULATI0 1 r R �- 4. FIN - CC3',;771 �c — BE COti' �E _ sTr, 4 . 4HEt ALL core -aL� „.� _ rt E ^ E _ REQUIP�ENTS O1= u ES NEW N. �J �v .�Oi�r;�?t.F' FOR - ti - DESIGN OR CO S T RUC T ION ERRORS. YOtl1C T - LEFT ELEVATION N�Us . , MEYP,,4N, 1"tATTItU K, NY SCALE: 1/4" = 1'-0" PG. March 08, 2009 SCALE 11411 = 11011 JD 00 a .. f� N co O O - -- - - I[Fi ii i REAR ELEVATION SCALE: 1/4" _ P_011 co Li O N t ex _ e Mc 00 d ��( , _ n•as y RIGHT ELEVATION HOUSE o oa SCALE: 1/4" = V_011 MEYRAN, MATTITUCK, NY Pam. 2 March 05, 2009 SCALE ,/4„ - I,O„ JD 1 42'-4" I 1 I 3'-71/2" i 14'-5" 17'-6" 6'-91/2" I I I 2917 Basement Window 2917 Basement Window 2917 Basement Window I 3 in o v - c 3 t' c � N y O I I I o O =� co4X4X1/4 STEEL COLUMN w/ t.0 I 30"X30"X12"GONG.FTG. a i� REINFORCED w/#5 REBAR @ 11"O.C.e.w.(TYP.) in VERIFY FIREPLACE tK 5'-7" 5'-7" 01, VERIFY BILCO FOUNDATION A SIZE/LOCATION SIZE/LOCATION PRIOR TO A P IOR TO CONSTRUCTION I (2j 1-3/4X11-7/8 (2)'1-3/4X11-7/ CONSTRUCTION w/OWNER w/OWNER E G.L. I I ML% _ G.G. GIRDER I I ML GIRDER I �—�—+-- - - 1 Co SD ; ..ice I I 1 LLEANOUT I I 1 ---- 9'-10" •--------- 9'-10" ____-- + • ol --� • LW --- ---- --_-- o - (3)1-3/4X11-7/9 ML GIRDER, '3)1-3/4X11-7/9 ML GIRDERS �(3) 1-3/011-7/9 ML GIRDER , - - - - -—+--— -—�-- --I— - - - --�----e 1 1 T I I 1 1 I I _ W 4X4Xi/4 STEEL COILUMN w/ > 42"X42"X12"COMC.FTG. m I �I --'-- I� REINFORCED w/#1 REBAR r; 9'-4„ I o. JI X:1 --------- Iw @ 11"O.C.e.w.I(TYP.)bo ' .I LO I - ------ It1l o 3 I �1 - I -- --- -- IJ C- til CVI I-- 60 M' N I(2)11-fT/B 1 __+ ___ __ t� O 0 ML HDR. I ,y I CD ✓�I~ I __:- ---- IV I "i 1 I I I I 1 1 . :t N I I - I- 1 TYP.STEEL COLUMN) 3'-2"WIDE STAIRS I I 1 ;n 9T 15R @ 7-7/9" 24"X24"X10" 11 1 I I 1 CONC.FTG. 1 ® 1 2817 Basement Window 2817 Basement Window I I LEDGER BOARD TO BE FASTENDED = TO BUILDING WITH TIMBERLOK® 00 30"X15"GONG. PIER w/ I SELF-COUNTERSINKING SCREWS 1 I p 36X23X12"GONG.FTG. BY OLYMPIC MANUFACTURING I I 3'BELOW GRADE(TYP.) i (2 SCREWS @ 32"O.C.) i n (C) rr---- ----� i---------�� r < 1 - I (4)2X8 AGO GIRDER_ � I o • - --------- --i- 2'-6" 8'-6" 2'-6" 3" 3" 14'-0" I I 26'-101/2" 12'-51/2" 3'-0" 1 42'-4" I I 1). 10"THICK POURED CONCRETE FODUNDATION,3000 )psi.HEIGHT AT 9'-0". 4).PROVIDE 2X6 AGO SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES �ti k'..'. `air` EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR %^. D' OF N.Y.S.RESIDENTIAL CODE WITIH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. 2).FOUNDATION TO HAVE 20"X10"CONCRETE(2X4)KEYWAY FOOTING. FOOTINGS TO HAVE 3-05 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 5).PROVIDE 5/9"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS, UNDISTURBED SOIL(MINIMUM 30�00#CAPACITY). INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE Ap FOUNDATION PLAN MINIMUM 8"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO - i V 3).FOUNDATION SLAB TO BE 4"THICIK,3000psi CONCRETE ON COMPACTED FILL. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJ SCALE. /4" = -Ot WALLS.COLUMNS MUST ALSO BE BLOC E U ISOLATED T AND OLATED FROMOTHE G 1 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE -_`'-`3 REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE BLOCKING AT 8'-O"O.C.AND MIDSPAN. ��A s AND POSITIONED SO THAT THE POIINTS OF THE SQUARE MEET THE CONTROL ,>.; �s„ JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE 7). PROVIDE COMBINATION SMOKE/Co DETECTOR.DECTOR TO BE HARDWIRED THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL WITH BATTERY BACK UP. " SLAB WIDTH. MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. HOUSE MEYRAN, MATTITUCK, NY Pam. 3 March 08, 2001B SCALS 114 = 1'0" JD ' 42'-4" i i 3'-71/2" 6'-+10" 7'-7" 6'-3" 4'-212 7'-01/2" 6'-91h" ol i 1 ------------------ --------- ------------------ --------- 3046 FWG6061IL 3046 3046 C235 Ir O •--- ---- � Ln w I I ' u a I Ic o ' cn -*—(2)2X6 POST in i I DINING °0 4 N `j fV � I I + +� � ' o 14'-01/2" co 11'-3" 4'-11" x II 3' 4" cn', PANTRY -------------- ---- A DOOR TO BASEMENT TO BE j 1 1 SOLID-GORE w/DOOR SWEEP N j AND WEATHERSTRIPPING APPLIED ' o c 8' 2" 0 7'-4/2" II o t -� ------ GREAT ROOM I �/2" 12'-o�i2" 3'-1" O -- ---- - 10 10 d 2'-b" 2,-6„ 00 No m N I DN � N N 20"DEEP ® �U � HEARTH OPEN Go SD N TO c®D ABOVE _ 2'_6 BILLO G-000R w/12"X24"EXTENSION (V.I.F.) '\ co G®SD I - - - BEDROOM No_ t ' 0 o - - - cn �—(2)2X6 POST 00 No fx 3'-6"WIDE STAIRS i i BEDROOM No. 2 9T 14R @ 7-3/4"+/ ' N rn Lo LI 'UP' ' ' 11'-9" 11'-61/2 01 �r 5'-0" 3046 3046 tu v � u o COVERED PORCH 1ox10 01 o X @j 5/4X4 MAHOGANY DECKING F.G.X f COL MN N I co N N � �-,- (3)2X10 DF#2 HEADER -LJ ---- -—-— .__: ------------------------------------------ ------------------------------------------ 14'-0" 7'-0" 19'-101/2" 12'-51/2" 1 42'-4" 01 1).PLATE HEIGHT AT 9'-0". 6).APPL CABLE.PROVIDE OPENINGSEXTERIOR TO HAVE DECTIONSIGN-PANELS WITH FASTENING PRESSURE UPGRADES RE a_ 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ; 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR WALLS.2X6 WALLS AT R19. (C f 1ST. FLOOR PLAN 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. 11 i BLOCKING AT 8'-0"O.C.AND MIDSPAN. BATHROOM SHALL BE PROVIDED WITH MOISTURE-RESISTANT SHEETROCK. SCALE. 1/4t► — _Ot 5).PROVIDE(3)2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).NSTALL SMOKE DETECTORS AS INDICATED ON PLANS.SMOKE DETECTORS .y OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SHALL BE HARD-WIRED WITH BATTERY BACK UP.INSTALL(1)Co DETECTOR '? If � l ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR IN ADDITION TO SMOKE DETECTORS AS PER CODE. MICROLAM HEADERS. (-LOUSE MEYRAN, MATTITUGK, NY Qom. 4 March 08, 20013 SCALE 114" _ 1'0" JD I I 42'-4" I 1 I 7'-0" I 11'-01/2" 6'-3" 7'-6" 6'-31/2" 4'-3" DHP41046 3046 3046 3046 2432 Li N � � I I r 14'-01/2" 6'-4" 10'-7" 2'-3�/2" 7'-7' Lo t o OPEN i O \ J O a �� BE OW BEDROOM No_ 3 3 -� I 1 °� N N LOFT \ \ I I 1 UAW , \ �r 2X6 WA r < A N I C®SD M I C \ 2'-6" 2'-6" 2'-6" iv I �I 3'-0" 6'-5" 2'-10�/z" 7'-7" �0O ® I Co sD I PROVIDE DRAIN ---- ----� -----� ---- M CATHEDRAL �--- sl ----t 1 I N CEILING X co sD � ccDv `� E � icy I I iv ;.,� PAN UNDER N Y a� � av I I WASHER/DRYER - ------------- ------ -- �M/_I_L o = OPEN ---------- TO MASTER BEDROOM ' / BELOW ----- - - # 0 .. , - - a I I 1cv in . 1 , ' .'5'—91/2" Ln 17'—51h" ol I I I I I TEMPERED ----------------- DHP41046 3046 3046 3046 a I 1 !16'-11/2" 10'-9" 12'-51/2" 3'-0" I I ' -42'-4" 1 1).PLATE HEIGHT AT V-0". 7).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. CATHEDRAL ROOF PARTS. 2ND. FLOOR PLAN r L t9 I r o 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. OTHERWISE NOTED, INSTALL MOISTURE-RESISTANT SHEET ROCK IN BATHROOMS. SCALE. 1/4" = V-0' 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 9).INSTALL SMOKE DETECTORS AS INDICATED ON PLANS.SMOKE DETECTORS APPLICABLE.PROVIDE DEBRI-!PROTECTION PANELS WITH FASTENING SHALL BE HARD-WIRED WITH BATTERY BACK UP.INSTALL(1)Co DETECTOR HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. IN ADDITION TO SMOKE DETECTORS AS PER CODE. e 6).INSULATE ALL EXTERIOR WALLS WITH R19 INSULATION. HOUSE MEYR,4N, M,4TTITUCK, NY QG. March 08, 2009 SCALE 11411 = 11011 I I -------------------- ------------------------------------------------ -------- ----------- 2XIQ I I I I I I ��✓ i i 12 jr ?d„ 12 pk 12 � I I • I I I I I I , I I I I I I I I I ' •---------, ---------------------------------- ' CRICKET 'i I ' (2)1-3/014 ML RIDGE 2X10 DF#2 RR @ib"OC 2X10DF#2RR @ib"OC r--- ---------- / . , — -----------_ 12 ' I I I I i I i 16"OH (TYP.) too +.y'r I i --- ------------- i 12 k 12 I II —— ————_—/2X10 DF#2 RR @16"0C --------------------- ------------ — ------------------- —------- ------------ ------------------- ----------------------------- -------------------- . 6'X6'X6"1/4"STEEL"L"BRACKETS TO BE VALLEY PLATES TO BE BOLTED INSTALLED AT OUTSIDE CORNERS. TO ROOF RAFTERS WITH 1/2" SANDWICH PLATES]BETWEEN TOP PLATES. DIA.LAG BOLTS w/WASHERS. zi STEEL SADDLES TO BE WELDED TO BRACKETS 1 BOLT MINIMUM PER RAFTER. 12 FOR HIPS. 4 BRACKETS TO BE BOLTED TO PLATES AT bc 16"OC WITH 1/2"DIA.MACHINE BOLTS WITH WASHERS AND NUTS. EACH HIP TO BE BOLTED TO SADDLES WITH(2)3/8"DIA. IMACHINE BOLTS WITH WASHERS AND NUTS. I I ———————— B 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2).APPLY 1/2"THICK;FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY—DUTY TARP UNTIL ALL ROOFING IS w;ROOF PLAN 3).APPLY METAL DRIP'EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. r, T's>1La DIRECTLY TO THE DECK ALONG EAVES. 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. < �- 4).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS, 11 — 12 GAUGE WITH AT > �` x �g`, SCALEi _ 4:12 OR LESS ROOF PITCH USE ICE E WATER BARRIER UNDERLAYMENT. LEAST 3/9"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. ° .• 1/4�� 1 '� USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT �qt! 5).ICE ar WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS CUTTING INTO SHINGLE SURFACE. WITH ROOF AND SIDE WALLS(TYPICAL). r> " J HOUSE MEYRAN, MATTITUCK, NY Pam, �D March 08, 200S SCALE 114" - 1'0„ JD ► _Z 0 0 -------------------------------- -- i4 (2)1-3/4X14 ML RIDGE 0 0 10, o a 0� POST DOWN ?q FROM RIDGE qC�I 'o 'o CRICKET TO DBL.CJ 6 OC PROVIDE MIN. 1"AIRSPACE CATHEDRAL ►o °o BETWEEN ROOF SHEATHING CEILING STRAPS @ AND INSULATION 16"0C(TYP.) -- — 'o + _ 2X8 DF#2 CJ @16"OC s ► � 0 o Lo O o ® ® ® ® 00 `< °a a 3'HIGH E RAILING i� N 0 0 3/4"SUBFLOOR 0 (2) 1-3/4X11-7/S—► Tl- I I I I I ML FL.HEADER 11-7/8 TJI 110 WOOD-1 FJ @16"OC 00 ► ► 0 0 O O s ► o a 3/4"SUBFLOOR RMBILCO C-DOOR w/ o `•• 11-7/9 TJI 110 WOOD-I FJ @16"OC 12"X24"EXTENSIONS �< (2)1-3/4X11-7/8 ML GIRDER o " ► 1 I a11, 4X4X1/4 I I a• -d v � :p STEEL COLUMN i o a) .�,d • -00 C e 10. 4 tl 1 'A 8"PC FOUNDATION ., c a; FOR BILCO DOOR • a 4"CONC.SLAB c; a. a A 1p a e. a e. s e. a a. a e. a -77. 30"X30"X12"CONC.FTG. 16"X8"CONC.FTG. REINFORCED w/#5 REBAR (TYPICAL) @ I I"O.C.e.w.(TYP.) SECTION A-A SCALE: 1/4" _ 1I_oll t � 'pew„�>3 •,: •' E fj x. tl h NOU MEYRAN, MATTITUCK, NY �� 'i March 08, 2001B ScaL� 114" 1'011 JD 2X10 DF#2 - G RR @16"OL - 4" 2�R@fib 0 (2)1 3/ -7/$ (2)1-3 4XIl-7/9 HIP �Ippf, O O 0• ;0• ' 4" O O O O ' 4" oOEs� ML HIP ' I b I �� I ' r �1 ! I• 'i I 7'f st I, i i I I I ! O O ! O i I . ,I t• I GI - - � , A10 STAINLESS STEEL I,If OR GALVANIZED 0 WOOD SCREWS W/ '�I ' � ! ' . 10 WASHERS 0 12"O.C. 1 I I ! I ! 1 00 3'HIGH RAILING a 12"D.C. 12' I ( 1 Q „ 1 , 1 ! -- ' 1/2"APA RATED SHEATHING i ! I GRADE PLYWOOD i (ALTERNATIVIVE:7/16"OS.B.) — I__ 1n"APA RATED SHEATHING —- -— 2X6 CJ IF 16"OC • C - • j I '7, I' GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) - .-- - - *7:"..•. i (3)2X10 DF#2 1 1 HEADER #t10 STAINLESS EL OR GALVANIZED wooD scREws w/ i t lox 10 1 1 WASHERS 0 12"O.C. ,� '\ O' � F.G. WINDOWSILL COLUMN 1 I ' Do 6X6 ACID i O (3)1-3/4X11-7/$ i i POST 24"OC '1 ML GIRDER 4" 11-7/$TJI 110 WOOD- 3/4 SUBFLOOR � I 1 5/4X4 DECKING ' ' e • ''> } =-- '-- e _:_..- - •-1 = • 4 —- -— I FJ @16"OC (2) 11-7/8 ML FL.BEAM 2X8 DJ @16"OC -- ---- t u d"" 4)2X8 ACQ GIRDER s 40 (2) 1-3/4X11-7/$ eD ML GIRDER ° 30"XIT D • - -• I • • ,° - --- _ CONC.PIER 0 M • ; 2X6 ACQ SILL PLATE I A`d COP-R-TEX TERMITE SHIELD `'a FOAM/F.G.SILL SEAL c o 10"PC(FOUNDATION d:° 4X4X1/4 r DAMP'ROOF EXT. 4 36X23X12" • II • •• • !' • STEEL i 4 CONC.FTC. COLUMN "pt 12"a N ,d d I i ' I •'i 1 to I I I ► - u 4"CONC.SLAB 3/4"APA PLYWOOD •� I� i 1 i SHEATHING —_ —— ° ♦. ♦ °. ♦ a . ♦ ♦. ♦ ♦. o."�.d; ° Y: v• P' • ( ! • •• • • v"vI' > ♦' �'v I♦ '0°v•v� A'v D� I II' ' ,r 20"X10"CONIC.FTC. 24"X24"X10" ' " I. ,..-I ''q� '-;. .`._. __:j_ ? -'_-._.`_ '. ;'•,; !i r 2X4 KEYWAY 30"X30"X12"LONG.FTC. 42"X42"X12"CONC.FTC. CONC.FTC. (3)05 REBAR REINFORCED w/#5 REBAR REINFORCED w/#5 REBAR � i; I I•r i �! 1 i ;;;; ,, 11"O.L.e.w.(TYPJ @ 11"O.C.e.w.(TYP.) SECTION B-B 2X4 DF42 STUDS �' I '�I i I ''i SCALE: 1/4�� _ 1�_011 #!10 STAINLESS STEEL ' r i OR GALVANIZED s O ROOF VENT I I I 11 WOOD SCREWS W/ '\ !' WASHERS @ 12"O.C. 11/{ 17N 11n MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#t2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL g HO OR GALVANIZED BOLTS W/WASHERS oR TH AND NUTS @ T-o"O.C. 3 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL z "" �.,:. AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SINK SHO R W C. v' IFAI. � ,� '!. v, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO O.W. �• ` COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL OR CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. c.o.I 3 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. HOUSE PTO APROVED "try if SLOPE'1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM PLUMBING SCHEMATIC N.T.S. HOUSE MEYRAN, MATTITUCK, NY Pam• S March 08, 2009 SCALE 11411 _ 11011 JD STORM WATER MANAGEMENT DETAILS N.T.S. Fl > DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE 0 00 b ® ® O O GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL TOTAL ROOF AREA: SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER 13$3.q SQ. FT. LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY @ 100% WATER RUNOFF: DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. 2 CONSTRUCTION: 31.2 CU. FT. FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. INSTALL (2) 8' DIA. X 4' DEEP PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE DRYWELLS AROUND HOUSE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, FOR ALL DOWNSPOUTS TO PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION CONNECT AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. CAPACITY: TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 339 CU. FT. SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS OGEE GUTTER - STANDARD 5" DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT NOTES: AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE 1).EXECUTION: UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE 2).PREPARATION: SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR DRAINAGE AREA STABILIZED. ACHIIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE METALS WITH PROTECTIVE BACKING PAINT. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND l : ',`.`_ SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT 3.INSTALLATION: jrT fe {�A h BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA A).PERFORM WORK IN ACCORDANCE WITH C0A HANDBOOK AND THE DRAWINGS. IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. a). COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ;. ACCESSORIES. Cl "4: e"'.;, PRETREATMENT: B).,ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE CONNECTORS. ',' "'• `,' FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL . :° RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND CONNECTION WATERTIGHT. ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH 4).PROTECTION: CLEAN—OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES B).TOUCH—UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL THAT CAN ENTER THE DRY WELL. COM PLETION. HOUSE MEYRAN, MATTITUCK, NY PCs. 9 March 08, 2009 SCALE 1/4" = 1'O" JD NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. jy � Software . 1).INSULATE HEADER UNCONDITIONED BASEMENTS: A a 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. r AWL if! . 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. aft, AWAL Aft BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. §. 'Art ate ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2).DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Energy}' Ccde: M7 New York Eneruy►Conservation ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. 'Oo'n CQ'on Code BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. 1Lontom S uFalk County New York RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): Mrx _-5an'Tip Detached I or 2 Family RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG tie attng Typ°- Non-Electric CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. G=rq,tea Flewrta: % INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. l'1e=pg Degn'e D,-3),*, 5750 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM,(ASTM E 293).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. Constuc6on Me: Or"lrCerAgemL BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. MEYF,ON RESUEWE SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: WNTirlim 1Y IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: " _ ...; ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT ' HEAT LOSS.GENERALLY, 1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. =r xice:I I_T%BDtt9r man Cow 1VOCI tUT ulk 30 Yncur uA:32G IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. 77 7-7 PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES :k. CAVITY SEALING ON EXTERIOR WALL: INSULATION AND VAPOR RETARDER AS WELL. �� a SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. ` .. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: nwr i_All-%'fOOd. 6'fjTr1m-mer Uncmd".1rored apace ills 2143.0 MD 37 HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. �: �,.ng Gr�7d66,'�ffSIaS �� 3', � HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Cering 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. Ceyfing 2: Canedr31 Ceiling(nD aWO) 522 _11 D C.D 18 HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE �, THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. 'AIM 1. 4 IDM F13r.1B,. 16'ac. ID99 19.0 (1.0 51 ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: 'dir�d�t4r 1; V � FHB- '3 Pa"B �''T 1- '�'E 16 0• 1 D $ MINIMUM EFFICIENCY STANDARDS. 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE E , 25 CEILING WITH ADHESIVE. ti' 1sid 11'a"OC� Fr3!'7` 11t71 Fy3.:���1'.1' 1.' '�E id D.evC( d HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM 0oor t SM'd 33 0.150 12 PIPE AND DUCTS. CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER (7( �" 1J 3+�D 1 (FOR HEATING)AND/OR$5 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY Wal 2:WoM Frame. •1F o,c� 1D,@9 19.0 (3.0 53 LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO ITTIdc4'3".W3od Frw e,Do uVe Parie*m 1vh''E. 128 0.3113 zQ PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT VAndLIM 4:W°Odd Frame!ZoWe Pare wrJi LvALE 95 G.W o 29 TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: Tr*PMp0SEd tY1Wrtq repI.C-Se'IM In VS C-0c ,1ent 1s m'ta15'tent► lm bU(1arzrg Fars.,spe cato s, �1d Iar'1;'}Bi'wwa1r ns Ftzr'1a'.'tFrd GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 1�11p �1$ y r75 1" 'rz r d � � r Or 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE p apr fit' ° '� DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. C4.4e mw-Tts.%OnEn a w5term Design pTIfe5B10ra1 r,st3.T;*j 2nd V,gred+"Ns _ris.are 2 ftes mg ftot ID Oie tee.cf:h%ffl we DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. V0,,A1 ,ben-2rr,aw RnfeWorta1 WgTpeI,«Bum F(a'or s,,.(' �s �17 co a tr tt,1111s ev UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.9.3.FLEX DUCT MUST HAVER-VAL KNEE WALL SUPPORTING ROOF: 11''�c DUCTS A LABELS ON THE OUTSIDE JACKET(ECCCNYS S,BA 3). 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. �ASS � -ef�, g ya- 1.0 MUST INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. + �- IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALL PLATE. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) FULL LOFT: MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES. UL 1918 MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT (7 SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING WRITTEN MATERIALS: AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. GUT AROUND OBSTACLES: J.(:�:'k r ;;. .,,`;;•, INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND . ;, s REDUCED MOISTURE: ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS % kj: 'w EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT • ' a¢ AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY DOCUMENTATION OF R-VALUES: , IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. t• /S',, VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ACCESS OPENINGS: ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL •.�aa,.;�.. .,,. ..;P�' VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM -- ---------�--------•-- ---- - -- -- INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: �� T1@E: �B L1 �': A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. a Ect 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. Data flien3me:1.':1''"RYyr m Fii HOi SE-nt pxp- 1 Of t HOUSE ME` RAN, MATTITUCK, NY Pam. 10 March 08, 2009 SCALE 114" - I'd' JU 2x-`tWd JOIST DETAILS Plate Welt-Ibd(3-1/2") f''aII at I6" Plate^°"-Wd`}1/2") ALLOWABLE HOLES -TJI Joists box at 16"on-carte- /on—canter box at 12"on-center INTERMEDIATE BEARING Floor panel mall-Sri Loved LOAD BEARING WALL ABOVE loom penal Hall-8d(2-1-2") /%) 2-1/2")common at 6" Looad bearing or shear wall NoaNaur�I.. I-v2'haia�w common at 6"onteMer• Jj onceMer above(must stock over wall ti,� eea T—A Sam,rule a i NO DO b,elOwJ Web stiffeners 4 atbl yMdr.d non. "or 1-1/4" 1-114"True Blocking required each tilde Blocklrlg panels Load From cut DO NO Hangs 5locking ////�� True Joist Joist rim anal at 153W may be required with above panel --� 1 rim board- board 2x41 minimum sheer walls above or °• s y squash below-see detall BI 1-i/ xa cl Li 1x oe nail-IOd(3') oe mall-IOd(3") block° 6' siW u emlson 6 6 y" rkt,pu« rl box at b' box at b" hot«exam( min, karxkax.) Do mrcn mes.la0w 6Wn omv-enter on-center 61n•msex+.se OD NOT Remove tongue and groove Bi BIw 1/ib'I Table A-End Support a,,,�„b�,� from floor panel edges boundary nalii Millimam distance from edgeof hole to Inside face of nearest end su port relmacement. supported by I"a-RIM to -Bd(2-1/211) Web stiffeners 2x4 min mum one" ualtt nalli tail proper blocking eh ra ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE TJI rim q y n¢ common at 4" to art all panel required each ° r r r eon 1+ 11• 1r r r 4- eon a-vr it Ir •Conventional construction code minimum for support p blocks otet ori-center• side at BIW and , se wdh A3 only.See Tres Joist Frames s /\ ad9es Use 2x4 minimum squash /10 '' '' AI A2 sthave I"minimum A3 A3,1 143.Z1143.'-socks(Guide/orA3.1-A3.3installation Ip,3,¢SeeTfusJotstFmme�sPocketGuidefor B B2 B� B3 ®3 O blocks to transfer load 411' '10� ' ( " s,�,' \/\ik �,I ato joist bearing at ends pecifications. additional installation Specifications. around TJI joist its 6'-O"length or 2t0 r ' C.W r rod , TJI Joist 8'diameter maximum hole Neil True Joist rim )tan• 23o ' r ` ro f ^ f ' 7 4'-0"le h of board to blocking Attach reinforcement 3" r r 4' "9t S"diameter maximum hole rermrorcement and for Il-T/8'-IS"deep g to Joist with one 8d B60 Web stiffeners B"diameter maximum hole 3/4" for II-1/8'-I6"deep filler block.Use blocking panels:6" with GonrleCtion& lie q for titer"- imu deep reinforcement block) Is:6" 4'-0'length with diameter maximum for equivalent to (2-1/2')common mall at Nall through 2x-wood backer 2+0 re aired each blocking pane ^9 '. r • j on one side at detckt schedule each corner and t4• 3o f side et EIW blocking panels:6' diameter maximum for 9-I/2"and 11-T/8" blocking panels an 12 deep True Joist Atttach reinforcement TJI joist web with 2 rows lOd °60 E2,both sides block) orals 9-I/2"de TJI Joists. Or crier than 12"to diameter maximum for et E3 n9 p tip J rig• rim board to ist with one ad Blocking panel between Bloeking joist (3")common rolls M 6" p deep or shorter than 12"to Do not cut flanges. ach joist.Nail to top one r-canter,clinched.Use tr no lock) panels 9-I/2"de long. !2-II/2)common Heil M late with cannectione or Shorter than 12"to Do not cut flanges, each corner p no l'o° , I'a' l' 1'0' r b IA' long. Trus Joist equivalent to decking Ibd(3-I/2")nails with ace LDo not cut flanges. rim board 3-I/2"TJI joist True oar 12"length of schedule. flange widths, 4• Sr r Io• Ir Ir tr 4• r r Io• Ir Ir tr rim board ttach 3/4" @"length of 1e• 2u I' reinforcement to reinforcement 3/4" sso r '. 1 it .11441 ttach reVrorcemern au111.i True Joist rim joist web with 3 on one side at 2r to joist with ad(2-1/2") on on aide Soo r f f 'o' I' , board J rows IOd(3") ES,both sides I on one tilde at common rolls et 6"on- common rail$at r" at Eo, I i El,both sides '�� AA tt` able B-Intermediate or Cantilever Support A center.When I't booker a et `�yF •A m on-Center,clinched, r at Eg �ttrd sari'�eJ a Mini mu distance from edge of hob to Inside face of nearest Intermediate or cantilever support Face grain 1 reinforcing both Use 2 rows with 9-1/2" Lees than 1 0- Less than ``I `\ \09a horizontal aides,stagger Halls, m and II-T/&" g+ e• ,a Osd c,�y) t•tx rw ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE El EIW I E2 I O E4 E5 O 1 El I E8 F) G �e tom` Oo r r r ct -IN +r tr r r r sn inn tr u- \/ Not for use with 3-1/2"TJI TJI Jolete. \/ le I' z 'o T't^ r 3' n4. Joist flange width* 6+n• 21e o z6' '+' 't• 4' Y 230 2' 4'0 7 Y ' Filler block Attach see ''� '' with ten IOd(3")box WEB STIFFENER ATTACHMENT 110 210 nalle,clinched.Use ten r z ' 16d(3-1/2")box Halle from EXTERIOR DECK ATTACHMENT Option et, I-I B°minimum 3°0 ' ' '' each side with 3-1/2" Structural exterior Apply subtfoor adhesive to all TJI Joist blocking with etvJ 2-3/4"maximum no r ' r 4' r r n'o• Web stiffeners IW!' TJI joist Flange widths. eheathilx� contact mks installed at I/3 joist its 1' o' 1 ' l' , required IF silos of Use fifteen roll$with Backer block �I��%/i span locations u*Irlg Thee 8d(2-I/2")box Halle, u• 231 r hanger do not laterally TJI Joist depths Install tight to top Deming plate; Flashi i Sp two 8d(2-I/2") clirohed See r r eu at least 3/8° fl a(ti ht Lo h Ito with inside °so r " '• Io' 's "Pig greater then 16", arg g pa Treated 2x_ ��sh, box nails or Three Ibd(3-1/2")box nail* xlo • of TJI joist top bottom Flange with face of wall w beam ledger "13 2-1/2"sereiwe, at 3-1/2"TJIJoI*t flange width* Ir ao • 'I fl a face mount typieel 1�"� sec r , , o Y •I b°u' n' Web stiffener each Sao Ib` Ib' Ib' 7s" To'u'o' Isis' lb^ ere).Attach See fasts True Joist With ten IOd(3") table below.Malrltain rim board ton n: tilde,gee sizes OP W r r e• Io- tr tr Ir r r r Ir tr tr tr T 2x_strapping Installed below. sea , box Halle,clinched 2°distance(minimum)from +r flange at 1/3 Joist span Tight fit sec f fo' 2to' s'o n' is' l'o" 6b n'-c• w't,'b' b hakenge when possible. edge of lodger to fastener, location&uetng two e. sac ` W • I ` \ IJ Web Stiffener size, W Job StiFfener Siz sec ro' 'o• ro• I'!• s'�,•v'o`x.'o• to^ 'o e'-b u' n'4,' Face moant esker block Fastens, Allowable Lod/Factored Restisterlea fins bptlon*3: 2-1/2"ocrewe per Joist 1_I/2•1/2"x 2-5/I6"min $/i6 l/8"x 2-5/I6"min "«r""m'I°`h°I°e°°"°°°""'°.""°'"°'^ *l Flinger both sides ta/r0/630 d +r s4tmt- directly applied Belling Ise.ley be located wrtb.11y s!"pnons althm the Web.I—.I/e-or Bleb relnlsI,a top and bettoe d hale. single web with 319•I.aboil 4001750 NIA INA I-3/4"5/8"x 2-5/I6"min 2-I/2" I"x 2-5/I6"minima Knodkeute are loc.lad In Web A approximately It"On-eenla,they do not W-1.hole singleTJl trrle�eon Orsrrso 32251N.A enspecil/edonthelay0ut;oneormoreof placement. Hl N2 joist H3 O Alb.Job pad ds.ml sd m scco dr cs.nM Ac 12.. P e three brecing options shown LLmusN be O 2-I/16'3/4"x 2-5/16"with 3-1/2" 2x4 Fa slnple open 5•niMnull�wlfornly loaded Joists Heating the mqulrame sa or cu.M Trus Joist prod at Guides,one .conoaroa.aWatrn rssene.n.q nee ra«e-.e,•nu sfa9ed Waxman.Ize round hole say bs lecsted at the center or ue Joni.pan provlded ne other holes—ur in Ise Iola.. sppnoxlon.. •Dlstenees"bared On the nm,tmun unlfonn Ica&shown in current Tns JOIN praduct guldas.For other load wmdttlaro a hole nmgralion Oentaot mar This Joist repre.ennatlw. BEAM and COLUMN DETAILS ALLOWABLE HOLES -Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE dlaeter or the largo.(hole rmtd.wmu BEARING AT WALL WINDOW HEADER CONNECTION WALL joist Framing 1/3 depth D o AllaWed hole True Joist rim board Strap per code If v� o e Cm onlyrourd holes and only or blocking for top plate Is not ebcking del'th In the center,ofee,m. lateral support continuous over p Sasty braclrg nx4 header mbleWm)at 6'ar __a d Yd open Al timed hoN zone v3$pen ROUND HOLE CHART extended t0$braced end aEAM DEPTH MA%IMWi Rp3ND Slllent Floc'joist framing EI .11. NOLE enE dose not require bridging Fates a sash Jel.t.With For unIf-19 loaded been on(y. qw d9"9 Wo ad(2-In`)-11..In1am atn' 3u' or wild-span blocking Item WARNING). Rectengala holes are not allaued. }I/4 eo 20 y Top flange No hole.In a atilevere, arse-amumteubasdhahran hanger Face mourn NZ No holes In head-or bean in plank oriemealon, O Parallem pSL or hanger DONOrllerd e Al DaplM hllldef Isee o af Rin bOad JdfM TlmberStrand bowmen LI L2 O See cu rent True Joist L4 rofect untreated wood from direct eonta t was, E2 Jelets TJI JOIST ATTACHMENT at BEARING LSL Column literature for framing fth concrete A3 TJI Jolst to Besting Plats Squash Blocks to TJI Mat(Load connectors Trw Joist rim board bearing wall above) one lod(3")box CONNECTION OF MULTIPLE PIECES OF sesteuism ewa ustbMn null Imo saes flags BEARING AT COLUMN TOP•LOADEDU BEAMS(1) 1Mu'' one Bd(2-112") Cis box rail tech 11-2114"Width Pieces: Tit Me Joist .,do.anus ron. • Aar. Isa Trw blot leeA I-In'iron ninl bearing Minimum of 3 rows IOd(3"x 0.128")nails at 12"o.c. L3 A2 On bead end. a end eppat, Verif Parallem PSL or Minimum of 4 rows IOd(3"x 0.125")nalle at ELEVATED COLUMN y mlmrnMr A Inurmediste TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE column If wing 12d(3-1/4")or larger rails,the CAP B1 LI `'art capacity and beam number of nalling rows may be reduced Optional Shereamponal seeeu drool raker to HI nowwm•f rwarna sdedur. bearing length, bg one. mon-ehrink 82 Rim to TJI Joist See current 3412"Width Pieces: gout True Joist O literature. Minimum of 2 rows I/2°bolts L5 B3 Tr al N.be,sd: at rim of staggered net/M a each flags TJI floor J.i.10n lod(r)bax 1-1/r wida TTI tin JoinT«soil whit fad oil. (()load nxaxbe aaaeea eeN/aaou mtlle (a")box solar,ar such r in meemvadu"oerenm.e.u.e merdbne mar eiae b.dM 0eerns. J2 r41•J WtO a was olds of TR P 13utu g Use 61 or 62 at TJi lee his+f ` dditional nailing or 6ohing may required with Jot- (a-1/2•) bda eta /�1 64 L5 i l ytJde loaded mukip/e member beams.Refer to current Pt P2 P3 W,n btooal termediate bearings nog. 3-Ire,Wye roduct literature. end or Jenks pas, load bearing or shear TTI Him pat Top wow a oartenn wall from above d W,pport FASTENING of FLOOR PANELS BEAM ATTACHMENT at BEARING Closest O.-Cnrtanapach:g pa Row note 3 undw Trus Joist min board ens WARNING Nan she TJl hue Joist ten board Tlmbestrand LSL HI 110ad210 230,360and 880 1' 1.1M 1-1n•orwlder Mlcrollem LVL Panpsm PSL fold d ad(2-11n'Dox 2-1/2" 2' b' 4' somber are e b1, l , 1-In"minimum Dom ra ad(241r)carmen 3-In" 2' 6' 4' 8' 9' 3' 10d 13'1,11d(3-1/4•)box 3' 2• 6' 4' INSTALLATION TIPS O a u.I" . .hambgpn Mapplkablel orr amra4 Podrer 10d(3"),17d(3414•)common 4-1n" 3" 6' 44 4' 4" 4• L4 a jai Wnlnlnl2RWda br mlMmum vbaM lnfarmdl,,b-sing Madfloor raq w Will I.TfrOw flop perrormr"ce,brri 16d(3-1n')e*mmwn N.A. 4' 16' 6. 6m' 9' 6' tray not be required xterior Deck (n canes rdr.dWs•mcew.r.wnme,"num rraprre.nrdtsa sxa b.rrrmw s42s Wh Jolw are doub gar- led a lo.d bearing posh) a LA ttaehment apllttlrg er plataergw. en patluon,apace Joists apart tI I.Wld'h d Ir.Well 6—tva1 Recommended noting 16 12'-banter In field and 6"on—along far plumbing or NVAC. sH..Lhlrlg sr-au,i e.k".Nailing nool.1 nits en engneened d•alings olpermde Additional,plot a plumbing crop Isse detelu _. O o idsea lumber _'_•^•., looke Nailing ran must be Onset a least W and staggered. - O Sawn Nmbvat k 14 ga.staples Hey be subetltuted fdr Sid(2-I12')Mlle if ninnrin peneVAton O sho"k.1sr1.11— r r "-•..• J or I' Into the TA Joist or m.board Is achieved. 5. Prebct O eee ALLOWABLE tannest on4:eMA s ad wtreeted Wood Joists unstab liMll braced la�efaly HOLES r ) m.xi.u..P—,n9 o rfa.I.Z oontkt.th H3 BJaeln n6'Fudes� r I-JoreI Wldlhe h3/4°d Ins: a'on-carter a •�elecklrg,y `J$Ma1AIng !.. / Far J. Wldefn gene,then 1-3/4'. 24`omcaMer DO NOT allow Workers to walk on .1Smx L11, "•• IRei.°"'d `f' DO NOT stack building materials e joists if_ t"on unsheathed/o/sts.Stack only FILLER and BACKER BLOCK SIZES obisAj�tLltl_o a�y �(� { undo braced. d,'* _ over beams o7 walls. TJI Fisn eWWnte Tarr :-1nF zasnr r+n• JcIA INJURY MAY RESULT. / II PIWroIng crop L-mush .(In to ® WA ING NO a1ne. almm 14"« aura 14•ex +aim 14•mlam bsmu.hWltninae °iptl I1aro 14 11-rro• t- tlaro 1r 2r /1•Tre Is. 20 blod.and bloakl .asked race or wu o A Waysrhaeu stir 8uelneae Squash ng pane a" Lade of eoncem for proper bracing during construct can fee serious iceldents.Under normal conditions H the FlIM abets 2,I2.va rWo TWo TWo ve -1 lead,rdeulis e1 and 621 Peeking an the bean followingguidelines are Obs d,a en will avoided.' •�..�n; (Dallas H2) 7xb 2xa 9/B' 9/B" V2" In" .heMlrirg y,6 2xe 2xn Web of a TJI joist(with web stlnamae)Is not a I ml - ., ,d t/ Qntllev.r FNisr 7x6 7x10 2x6.3/e 2xlo.3/B 2x6.U2 2x1 .1 aLibi tituts,for sc—h bleak.a bbckng peels, I.All blocking hags.,Ne bomb nd rn pl.n a the'aM.rrPPo''n d T pia e.t b'GapMdty I,eueld a•e prop.rg rall.d. Not 2.Lase wwglh—a bncsd sld ea s n sxruag d.olub:sk bs.a•Ib it nr ant.er ini bpi.Tnl.cur eso bar (Detaff E4) 4'-0' 6'-0' ehsaihlrg sheathing sheautlrg oheeNirg epplleebl NOt appll.a 1. scconpu.n.d by•u.pn.ay or pameee deck rehaeMrg)re.tnad to 0r u.4Jen d pie.A tlr ere a ue buy. 4-0"1-96'-0`1 4'-0'long 6-0"lag a.*any bs=ing Itns.d Iz4 rwms,s2 art b rolled b a based nd pan w had en Y in rOu 2 ed tO tech plat uNlhout Uft. Bathe,Sloe" bae.g,buekllrg.Nara s c,folk—.hghly probabb raper Ii&k c.ra—I loan-)Ike•urmrke a are ley,d unwind sir..lhing. (Dotal)F1 B/3/4' 3/l/BQ 1"Net 2x6 2.6 min 4.e,smhrng«n Jos Ioulg muchsd Io esch Ta pie boar.adcnuenai ivadn a"i—I on urs• umn. m 112) S.ends a e.etlle e.nquw w.1y bar a an boor un Imp and bettor rl -e,rcauery, .WM-a rebecl.wbbrkeegM ror6wmw"r[hapen.McNxe",lla sap al bpWpal wdNeM dnr.wm,x«at:x nnarnk d,we r.lKsnagasw.t r.nlaw'sint in.IOlwa IN"nom-mg-s- a:aanmds.saWsd,rrrem+mawwWWran2•maraanrsmdrarelo,xsed2,•nnrmmrrs,ewNsx"'. This sheet Is intended as a supplement to the Trus Joist Framer's Pocket Guide,which should be referenced for additional information. HOUSE MEYRAN, MATTITUCK, NY Pam• March 08, 2009 SCALE i/4" = roll JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY" KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 0 o RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL r RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION IRAFrER SIZE USP NUMBERI DESCRIPTION I APPLICATION ISUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( ) R UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL 10� RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS 4"-8" L.STA24 1-1/4"x24"20ga.STRAP AND JACK STUDS ' SHALL BE COVERED WITH CORROSION- NTIN.SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT J EXT.PLYWOOD INSTALL 47 O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 114 INCH IN DIMENSION. SOFFITED SAVE 8"-14" LSTA30 1-1/4"00"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4L"x 18ga.TYDOWN ANCHOR INSTALL N STALL4'0"O.C.ALL OPENINGS ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8" 12"RAFTER RT20 21 1/ffi"x 20ga.TYDOWN ANCHOR EACH RAFTER ION ALL OPENINGS ,��,' ' KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL 2ND.FLOOR WALL OF FLASHING/ '' ' ' ROOFING LAPS BASE FLASHING 4INCHESlz BASE FLASHING WRAPS CORNERS, RAFTER \/ EXTENDS UNDER SHINGLES AT RIDGE CAP SAME MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING I IL SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST WALL j� �I TOP PLATE GIRDER/HEADER W SIDE ALL FLASHI I` G WOOD JOIST 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED , KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT35 TYLpOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD)PLATE ANCHOR OF ROOF PLATES TO EACH STUD DBL.SILL PLATE TERMITE SHIELD ( —SUBFLOOR SILL GASKET WOOD JOISTS r TYP.CONC.FOUNDATION CONC.SLAB GASNE - -`� I 2x6/2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL.POLY V� i BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR . ,,- � i V GRANULAR FILL ` I 1/2 " DIA. BOLTS•48"ox. STAG. • V n STEEL COLUMN 4 n V CONC.SLAB ° 4 ° 4 '� - > e°m \ S ROOF JACK // I I 1 \� ��` STEEL BEAM e ° C A )Q v �. 4"x 1/4"x B"STEEL ° COMPACT FILL _ ` ROOFING LAPS `� ' TOP AND BOTTOM PLATE KEYWAY FOOTING o V / • ° 4 ° ] ^ m FLASHING AT �` WITH 1/2" x 6" ANCHOR BOLT CONC.FIG. p •p G.' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP I in"GROUT ° , . • :a ANCHOR BOLT CONNECTION (USP LBPS580R BP583) p REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT I I DRAIN TILE ^p ANCHOR BOLT CONNECTION � 3 IO KIPS STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM , CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24.42"CONC.FIG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNIDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL SLAB-ON-GRADE I r—SUBFLOOR CONC.SLAB DOOR FRAME 6X6 10/10 WWM , DOORG�' O—JOIST COMPACT FILL i I USE 2X8 FOR BLOCKOUT as STEEL BEAM ' 4" SLAB ;t � I - SLOPE P.T.PLATE W/00p WMM 4'DRIVEWAY--� NOTCH JOI AND AD 5T HEIGHT 1/2"AIR SPACE \ < L 616 -•..,-. ' .4,. �• '1 i/2" .. • .. MOTH A NAILI G PLATE NEEDED)=>1.-r Ate, AT END AND �' p •° °'• + ►, TO BE APROX. Ol}HIG R THAN GRADE 4 C'4'4 IDES OF WOOD ` � >'� D '0 0 •. •° STEEL BEAM TO ALL W FOR 5 INKAGE 12" 6X6 W.W.M. 4�e 4-; Q'` a°e 1 ° 4 eo •ep •p _ �; BEAMS ° e° ., PROVIDE STRAPPING TO EP 10I ALIGNED a 4 4 n I ( ) c u 0 ^ SU13FLOOR' MIN. t'0 "L `NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM 0 •D, e'„ p L,- " 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ° JOIST 0 -. REINFORCING BAR 'e•° Q e C e u • I I—I I DRAIN TILE I. ►I ° o 12" ° SHEET IMETAL/30#FELT UNDER BEAM AT POINT ° 4/�' �• �•° f EC BFA f - �' OF CONTACT WITH CONCRETE OR CONC.BLOCK •,��w.'� p ��+!, �• a 3" LSLTE OL�ED TO BEAM(E3 TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •• ° SHIMS TO LEVEL BEAM _. L, ) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. "��`"" '\""• 3"MINIIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET �h " HOUSE MEYRAN, MATTITUCK, NY Pam. 12 March O8, 200S SCALE 114" = I'O" JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. >,1 i KING STUDS z I . 4"DIA.MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZAOD RDS DS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE z f RAFTER JACK STUDS �o r, RAFTER-TO-LEDGER COINNECTION HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @:16"OC WITH WASHERS RAFTER SIZE USP NUMBER I DESCRIPTION I APPLICATION I LOCATION JUSP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER 1ALLOPENINGS1 LSTA12 1-1/4"x12"20ga.STRAP I APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. ROOF I LSTA24 1-1/4"x24"20ga.STRAP JAPPLY OVER RIDGE TO EACH RAFTER 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JALLOPENINGSIRT30RRT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2"SPACE into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24x24"x12"thick concrete footing.Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall RAFTER be 3 ft.below grade. HANDRAILS 4).Deck joists to have blocking at 8'0 o.c.. RAFTER 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building With 1/2"dia.bolts with washers POST and nuts at 16'o.c. TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. TOP PLATE BALUSTERS 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored ."I) RIM/DECK JOIS to girder(s). WALL STUD ° OPEN BALUSTER ATTACHEp TO WALL WALL STUD ° 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 4) ; 9).All metal connections and fasteners In direct contact with ACQ shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT1S TYDOWN ANCHOR NAILING SCHEDULE OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT EACH SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS /� PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ` T I N EACH RAFTER NAIL NAIL JOINT DESCRIPTION OTY SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 4"MAX. 4"DIA.MAXIMUM GIRDER/HEADE ROOF FRAMING: GIRDER/HEADER ° JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES Z JOIST POST/COLUMN ° , RAFTER TO 8'WALL:3-8d COMMON EACH °° TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL ,O POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE 064SOLUID TION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVERHEADER/GIRDER COLUMNPBS44/PBSE44/KC44POSTCAPANCHORAPPLYTO EACH COLUMN BLOCKING EACH TOE DECIGIPORGH RAILING COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO FACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2-8d COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLUMN SIMPSON STRRl/2 H.C. ANCHOR APPLY TO EACH COLUMN RIM BOARD EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TO RAFTER I 2-16d COMMON END NAIL o STU BEARING PLATE WALL FRAMING: VMICA� GIRDER JOINT DESCRIPTION NAIL NAIL NOTES CITY. SPACING TOP PLATE TO 2-16d COMMON PER o TOP PLATE FOOT FACE NAIL ° WOOD JOIST > TOP PLATES AT TER ACTIONS 4-16d COMMON JOINTS FACE NAIL LEDGER •;;• STUD TO 2-16d COMMON 24" FACE o GIRDERMEADER li CONCRETE PIE . STUD O.C. I NAIL HEADER TO 16d COMMON 16"O.C. FACE WOOD JOIST WOOD JOIST „•` HEADER ALONG EDGES NAIL •.; TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FLUSH JOISTS WITHHEADER/GIRDER DOUBLE2x FLOOR JOIST,BAND JOIST,2-16dCOMMON FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH f (MINNIMUM) END JOIST OR BLOCKING THE PROPER STEEL CONNECTOR. If FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16.00 WITH WASHERS OP.,BEAM LOCATION USP NUMBER I DESCRIPTION I APPLICATION IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I TO ALLOW FOR SHRINKAGE. REQUIRED I j (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER FOR 51U (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER DECK FRAMING: NAIL TOP PIECE OF SIDING AND I I JOINT DESCRIPTION qTY. SPACING NOTES LAPPED OVER FIRST CONTIN. J01 0: PER TOE PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLA E GIRDER 4-8d COMMON JOIST NAIL N 1/2"DIA.LAG BOLTS W/WASHERS CNW BRID G EACH TOE COUPLER NUT TO JOI T 2-8d COMMON END NAIL CONNECTED TO BLDG.@16"OC POST BLOCKI EACH TOE END DISTANCE WOOD JOIST MINIMUM TO JOIS 2-8d'COMMON END- NAIL '• ' BLOCKING BLOCKING T t t-q 16d COMMON EACH 1 TOE SILL OR TOP PLA BLOCK NAIL _ LEDGER STRIP EACH ACE FLOOR FRAMING ° MINIM �D- A TO BEAM'a 3- d COMMON JOIST NAIL 2x JOISTS ENa NCE 12"x12"xl2" •" ° JOIST ON LEDGER PER ? TOE WOOD GIRDER CONCRETE FOOTING a<A a<A TO BEAM: L) 3-8d OMMON I JOIST s NAIL BLOCKING FOR JOIST HANGER ` �' BAND JOIST 3-'16d C MM N PER, END LAG BOLTS > TO JOIST ` JOIST NAIL HOLLOW COLUMN UPLIFT v v BAND JOIST TO:,,gel,2- 6d COM N PER•: TOE NAIL RIM JOIST/BD. SIMPSON STRONG TIE MODEL STIRRI/2 SILL OR TOP PLATE.". w, �007 SPLICED JOISTS OVER HEADER/GIRDER INSTALL As PER MANUFACTURPS RECOMENDATIONS DECK POST FTG. CONNECTION .' PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION DECKIPORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 04 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1 6X6 POST I PAU66 OR WE66 I POST/BEAM ANCHOR JAPPLY TO EACH FOOTING OUSE MEYRAN, MATTITUCK, NY PCs. 13 March 08, 2009 SCALE 1/4i� _ 1,0„ =Jr) INCOMBUSTIBLE SEALANT FLUE LINER BOARD BACKER ROD CHIMNEY CONCRETE CAP AND SEALANT CRICKET AIRSPACE COMPRESSIBLE FILLER n n CAP CREPE COUNTERRASHING ANCHOR C ONCRETE � I I I I —BASE HASHING I I I I FLASHING CRICKET OOF FELT VENT LFLINER �NT I I fl AIRSPACE i II I* � I II II SHINGLES 4'MIN. C I�'•-s BRICK SHEET — METAL II TI WOOD SHEATHING OR LATH I I II A7� SUPPORT iI ss FIREPROOF 2"NONMETALLIC FILL DETAIL AT CHIMNEY INCOMBUSTIBLE FILL FIRE CLAY NE INSTALLATION OF WOOD FRAMING BRICK CHIMNEY CONCEALED BRICK CHIMNEY EXPOSED MANTEL FLUE LINER MEMBERS AT CHIMNEY BEHIND STUD WALL SECOND SMOKE CHAMBER ELQ� RY FIRE CLAY FLUE LINER NONCOMBUSTIBLE LINTEL FIRESTOPPING O DAMPER 1'BELOW BOTTOM pOUgLL FIREBRICK OF JOIST HEADER 4" FIREBRICK INCLINED BACK WALL 6' RAL 5�4 SMOKE SHELF .._..,.:.. .. ;:...., ::......\:: ... ;:... 2. SSUPPPORT O CHAMBER FIRE CLAY \! LINTEL PARTY FLUE LINER SMOKE 8"MIN. ,'4 �, (TYP.) �) � WALL Y SHELF VERTICAL BACK WALL FIRE BRICK DAMPER CANTILEVER INCLINED AALL AIR DIFFUSER Jj ASH DUMP FIRESTOPPING TO 1" NONCOMBUSTIBLE FIRST FLOOR DOUBLE aP 3 1'"0" BELOW BOTTOM OF JOIST FIREBRICK HEADER f THROAT FIREPLACE HEARTH SUPPORT CHIMNEY HEARTH (INNER AND OUTER) RECOMMENDED FOR CHIMNEYS BUILT OF PAN ASH DUMP AIR INTAKE STONE,RUBBLE,ASHLAR,AND ANY POROUS HEARTH MATERIAL HANGER HANL301ST DOUBLEGER ER ASHPIT STEPPED-PAN THROUGH WALL FLASHING REINFORCED OUTSIDE FLOOR FRAMING AT FIREPLACE FIREPLACES BACK TO BACK IN PARTY CONCSLAB RETE r'—AIR INTAKE CLEANOUT DOOR FIREPLACE OPENING EQUAL TO OR GREATER WHERE TRIM PROJECTS 1"INTERIOR BASE FOUNDATION THAN 6 SQ FT MORE THAN 1 1/2.FROM FACING 2"INTERIOR BASEMENT HPIT FOOTING WHERE TRIM PROJECTS CLEAN(X1T UP TO 1 1/2"FROM FACING DOOR FIREPLACE OPENING TYPICAL FIREPLACE FRAMING DETAIL LESS THAN 6 SQ FT ;.. FIREPLACE 2" FACING •i,"•,:,:•;: '•ii::':':•i. MIN FIRE CLAY 6 FLUE LINER I REINFORCED NOMINAL I" 20" CONCRETE FOOTING AIRSPACE MIN. 6" TYPICAL FIREPLACE SECTION MIN. 12" SMOKE MIN. 4" CHAMBER FIRE CLAY LOCATION OF FLUE EWER COMBUSTIBLE NOMINAL 1" FIREPLACE TRIM 6" AIRSPACE DAMPER SMOKE MIN. HELP SMOKE ER PATH MIN . MIN. FIREPLACE CLEARANCE FIREPLACE CLEARANCE TO COMBUSTIBLE MATERIAL „G'„`EL ANGLE FIREPLACE HEARTH EXTENISION REQUIREMENTS FORMED DAMPER HELP RUMFORD STYLE CONVENTIONAL STYLE WITH G GENERAL FIREBOX WALLS STEEL PARGINFIREBRICK MASONRY CHIMNEYS SHALL BE CONSTRUCTED,ANCHORIED,SUPPORTED AND REINFORCED MASONRY FIREBOXES SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS,HOLLOW G ANGLE AS REQUIRED IN C7fAP7ER 10 AND AVPl2C4f7LEPROVIS1056OF[XIgPIfH 3.4AND 60F MASONRY UNITS GROUTED SOLID,STONE OR CONCRETE.WHEN LINING OF FIREBRICK AIC T RESIDENTLaL.COA!t7uLv_`oly CODE,CHIMNEYS SMALL BE STRUCTURALLY AT LEAST 2 INCHES IN THICKNESS IS PROVIDED,THE MINIMUM THICKNESS OF BACK AND SOUND,DURABLE,SMOKE-TIGHT AND CAPABLE OF CONVEYING FLUE GASES TO THE SIDE WALLS SHALL EACH BE 8 INCHES OF SOLID MASONRY,INCLUDING THE LINING.THE EXTERIOR SAFELY. WIDTH OF JOINTS BETWEEN FIREBRICKS SHALL NOT BE GREATER THAN 1/4 INCH.WHEN {; # FIREBOX CORBELING NO LINING IS PROVIDED,THE TOTAL MINIMUM THICKNESS OF BACK AND SIDE WALLS SHALL MASONRY CHIMNEYS SHALL NOT BE CORBELED MORE THAN ONEF1ULLf OF THE CHIMNEY'S BE 10 INCHES OF SOLID MASONRY.FIREBRICK SHALL CONFORM TO ASTM C 27 OR C 1261 RECTANGLE FLUE LINING FIREBRICK AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING TO STANDARD HEARTH WALL THICKNESS FROM THE WALL OR FOUNDATION,NOW SHALL A CHIMNEY BE CORBELED ASTM C 199. FROM A WALL OR FOUNDATION THAT IS LESS THAN 12 RNCHES IN THICKNESS UNLESS R FIREBOX DIMENSIONS AREQ. A A 8 T PROJECTS EQUALLY ON EACH SIDE OF THE WALL,EXCERPT THAT ON THE SECOND STORY THE FIREBOX OF A CONCRETE OR MASONRY FIREPLACE SHALL HAVE A MINIMUM DEPTH OF FIREBOX OF A TWO-STORY DWELLING,CORBELING OF CHIMNEYS'ON THE EXTERIOR OF THE 51 -1 2" &1 2" 4" ENCLOSING WALLS MAY EQUAL THE WALL THICKNESS.THE PROJECTION OF A SINGLE 20 INCHES.THE THROAT SHALL NOT BE LESS THAN 8 INCHES ABOVE THE FIREPLACE OPENING. 79 8•I 7 8" COURSE SHALL NOT EXCEED ONE-HALF THE LINT-HQGHTT OR ONE-THIRD OF THE UNIT THE THROAT OPENING SHALL NOT BE LESS THAN 4 INCHES IN DEPTH.THE CROSS-SECTIONAL BED DEPTH,WHICHEVER IS LESS. AREA OF THE PASSAGEWAY ABOVE THE FIREBOX,INCLUDING THE THROAT,DAMPER AND HEARTH 308 8-1 2" 16' I- IN SMOKE CHAMBER SHALL NOT BE LESS THAN THE CROSS-SECTIONAL AREA OF THE FLUE. m 108 13' 13" 7 8" �INLET REINFORCED CONCRETE CHANGES IN DIMENSION EXCEPTION:RUMFORD FIREPLACE SHALL BE PERMITTED,PROVIDED THAT THE DEPTH OF THE GIUU-E SLAB THE CHIMNEY WALL OR CHIMNEY FLUE LINING SHALL NOT CHANGE IN SIZE OR SHAPE FIREPLACE IS AT LEAST 12 INCHES AND ONE-THIRD OF THE WIDTH OF THE FIREPLACE OPENING, 166 13' WITHIN 6 INCHES ABOVE OR BELOW WHERE THE CHIMNIEY PASSES THROUGH FLOOR THAT THE THROAT IS AT LEAST 12 INCHES ABOVE THE LINTEL AND IS AT LEAST 1120 THE 232 17-3 4"17-3 4"1.14"COMPONENTS,CEILING COMPONENTS OR ROOF COMPONENTS. CROSS-SECTIONAL AREA OF THE FIREPLACE OPENING. 0" 1- 8" REINFORCED CON RETE NOMINAL I' TERMINATION SMOKE CHAMBER SIDE SECTION AIRSPACE WITH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING SMOKE CHAMBER WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS,HOLLOW 36 20" 4" 1-1 " NONCOMBUSTIBLE WITHIN 10 FEET BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT MASONRY UNITS GROUTED SOLID,STONE OR REINFORCED CONCRETE.CORBELING OF G I 420 24" INSULATION WHERE THE CHIMNEY PASSES THROUGH THE ROOF. MASONRY UNITS SHALL NOT LEAVE UNIT CORES EXPOSED TO THE INSIDE Of THE SMOKE AIR PASSAGE NOMINAL 1" AIRSPACE WITH WALL THICKNESS CHAMBER.WHEN LINING OF VIRTRIFIED CLAY AT LEAST 5/8 INCH THICK,IS PROVIDED, SIDE SECTION NONCOMBUSTIBLE MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF:SOLID MASONRY UNITS OR HOLLOW THE TOTAL MINIMUM THICKNESS OF FRONT,BACK AND SIDE WALLS SHALL BE 6 INCHES 7 INSULATION FIRE CLAY C I MASONRY UNITS GROUTED SOLID WITH NOT LESS THMV 4-INCH NOMINAL THICKNESS. OF SOLID MASONRY,INCLUDING THE LINING.FIREBRICK SHALL CONFORM TO ASTM C 27 G I H A T FLUE LINER f ; FLUE LININGE�(MATERIAL) OR C 1261 AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING I r MASONRY CHIMN SHALL BE LINED.CLAY FLUE LININXGS SHALL COMPLY WITH THE TO ASTM C 199.WHERE NO LINING IS PROVIDED,THE TOTAL MINIMUM THICKNESS OF a`"g—PY REQUIREMENTS OF ASTM C 315 OR EQUIVALENT. FRONT,BACK AND SIDE WALLS SHALL BE 8 INCHES OF SOLID MASONRY.WHEN INSIDE RECTANGLE FLUE LINING FLUE LINER i F F INLET SURFACE OF THE SMOKE CHAMBER IS FORMED BY CORBELING MASONRY,THE INSIDE SURFACE C r INLETS TOMASONRY CHIMNEYS SHALL ENTER FROM THE SIDE.INLETS SHALL HAVE SHALL BE PARGED SMOOTH. J (MODULAR) L� A THIMBLE OF FIRECTAY,RIGID REFRACTORY MATERIAL.OR METAL THAT WILL PREVENT HEARTH AND HEARTH EXTENSION AREA THE CONNECTOR FROM PULLING OUT THE INLET OR FRCX4 EXTENDING BEYOND THE MASONRY FIREPLACE HEARTHS AND HEARTH EXTENSIONS SHALL BE CONSTRICTED .IN. A B T i SMOKEWALL OF THE LINER. OF CONCRETE OR MASONRY,SUPPORTED BY NONCOMBUSTIBLE MATERIALS,AND CHAMBER ASH DUMP CLEANOUT REINFORCED TO CARRY THEIR OWN WEIGHT AND ALL IMPOSED LOADS.NO COMBUSTIBLE 57 7-1 2" 1-1 2" 4" CLEANOUT OPENINGS LOCATED WITHIN FOUNDATION NVAU S BELOW FIREBOXES,WHEN MATERIAL SHALL REMAIN AGAINST UNDERSIDE OF HEARTHS AND HEARTH EXTENSIONS 87 11-1 "11-1 " 7/8" PROVIDED,SHALL BE EQUIPPED WITH FERROUS METAL TOR MASONRY DOORS AND SHALL AFTER CONSTRUCTION. A 120 11-1 2"15-1 2" 1" CHAMBERSMOKE FRAMES CONSTRUCTED TO REMAIN TIGHTLY CASED EKCEPT WHEN IN USE.CLEANOUTS HEARTH EXTENSION DIMENSIONS 162 •1 2"1-1 2"1- ' SHALL BE ACCESSIBLE AND LOCATED 50 THAT ASH REMIOVAL WILL NOT CREATE A HEARTH EXTENSIONS SHALL EXTEND AT LEAST 16 INCHES IN FRONT OF AND AT LEAST HAZARD TO COMBUSTIBLE MATERIALS. 8 INCHES BEYOND EACH SIDE OF THE FIREPLACE OPENING,WHERE THE FIREPLACE 208 15.1 2"19-1 2"1.1 4" CONVENTIONAL SINGLE-FACE OPENING IS 6 SQUARE FEET OR LARGER,THE HEARTH EXTENSION SHALL EXTEND AT 262 19-1 2"19-1 2"1.3 8" CHIMNEY CLEARANCES FIREPLACE DIMENSIONS(IN.) ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THEE INTERIOR OF THE BUILDING LEAST 20 INCHES IN FRONT AND AT LEAST 12 INCHES BEYOND EACH SIDE OF THE FIRE- PINISNEo�atxnce aouOn 320 1 1 "2-1 2"1• " FOR DAMPER OR WITHIN THE EXTERIOR WALL OF THE BUILDING 5HAILL HAVE A MINIMUM AIR SPACE PLACE OPENING. OPENING BIIIIXWoaK 385 -1 "23-1 2" DAMPER CLEARANCE TO COMBUSTIBLES OF 2INCHES.CHIMNEYS LOCATED ENTIRELY OUTSIDE FIREPLACE CLEARANCE A 8 C D E f H I ] STEEL ANGLE---,— ALL WOOD BEAMS,JOISTS,STUDS AND OTHER COMBUSTIBLE MATERIAL SHALL HAVE A THE EXTERIOR WALLS OF THE BUILDING,INCLUDING AIR CHIMNEYS THAT PASS THROUGH RUMFORD SINGIEfACE THE SOFFIT CORNICE,SHALL HAVE A MINIMUM AIR CLEARANCE OF 1 INCH.THE AIR CLEARANCE OF NOT LESS THAN 2 INCHES FROM THE FRONT FACES AND SIDES OF MASONRY 24 24 16 Il 2 10 19 STEEL ANGLE FIREPLACES AND NOT LESS THAN 4INCHES FROM THE BACK FACES OF MASONRY FIREPLACE DIMENSIONS(IN.) SPACE SHALL NOT 0.16 OF,EXCEPT TOPROVIDE FIRE BLOCKING IN ACCORDANCE 26 24 16 13 1 18 li 21 WITH SECTION R1001.16 OF N.Y.S.RESIDENTIAL CODE. FIREPLACES.THE AIR SPACE SHALL NOT BE FINED,EXCEPT O PROVIDE FIRE BLOCKING ransssEO PlaEaucE aoIION A T CHIMNEY CRICKET IN ACCORDANCE WITH SECTION R1003.13 OF N.Y.S.RES.CODE. OPENING MCKWORK 28 24 16 IS 14 8 36 21 CHIMNEYS SHALL BE PROVIDED WITH CRICKETS WHEN[DIMENSION PARALLEL TO THE EXCEPTION: A 8 D E f H I 7 30 16 17 4 2 RIDGELINE IS GREATER THAN 30 INCHES AND DOES N04 INTERSECT THE RIOGELINE.THE I).MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH COMBUSTIBLES 36 32 16 16 16 28 44 14 27 32 29 16 19 14 23 0 1424 ...,ROUND FLUE LINING IN ACCORDANCE WITH UL 127 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTTURER'S w""F•�­­ROUND OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND COUNTER- 40 32 6 16 16 28 16 29 36 9 i 23 14 16 27 '""`+';• I, y v` 'AREA ' INSTALLATION INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN 40 29 16 27 14 23 46 6 29 FLASHED IN THE SAME MANNER AS NORMAL ROOF-C HIMINEY INTERSECTIONS.CRICKETS CONTACT-WITH THEIR EXTERIOR SURFACES. 40 37 16 16 N 3 48 16 29 C�,s•:'t""•V N. '� '?` LENGTH SHALL BE CONSTRUCTED IN COMPLIANCE WITH N.Y.S.RIES.CODE. 2).WHEN MASONRY FIREPLACES ARE PART OF CONCRETE WALLS,COMBUSTIBLE MATERIALS T,� # FOOTINGS AND FOUNDATION SHALL NOT BE IN CONTACT WITH THE MASONRY OR CONCRETE WALLS LESS THAN 12 INCHES 40 40 20 20 32 48 16 29 42 32 16 29 16 24 50 1 32 �;� (•' 4. 8" 3 4" FOUNDATIONS FOR MASONRY FIREPLACES AND THEIR CHIMNEYS SHALL BE CONSTRUCTED FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 48 37 16 16 16 3 18 36 48 32118 331624 20 d 74.5 7 " OF CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES;THICK AND SHALL EXTEND AT LEAST 3).EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS SUCH AS WOOD 48 40 20 20 20 32 56 19 36 54 37 20137 16129 68 26 45 F _ too 12' "1" 2'-b" 6 INCHES BEYOND THE FACE OF THE FIREPLACE OR SUPPORT WALL ON ALL SIDES. SIDING,FLOORING AND DRYWALL SHALL BE PERMITTED TO ABUT THE MASONRY FIREPLACE 48 48 70 20 20 40 56 18 36 60 7 22 42 16 26 45 ,s 171 15"1-1 8" 2'-0" FOOTINGS SHALL BE FOUNDED ON NATURAL,UNDISTURtBET)EARTH OR ENGINEERED FILL SIDE WALLS AND HEARTH EXTENSION IN ACCORDANCE WITH N.Y.S.RES.CODE FIGURE R3003.12, 54 g2O 66 23 45 60 40 22 42 18 30 72 26 45 '• f .` 2 8"E1 4" -0" BELOW FROST DETPTH. PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS A MINIMUM OF 12 INCHES FROM THE FLASHING INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 54 66 23 45 72 40 22 54 18298FRONT ELEVATION FRONT ELEVATION ALL FLASHING FOR FIREPLACE AND CHIMNEY 15 TO BE DEAD OR LEAD COATED COPPER 4).EXPOSED COMBUSTIBLE MATERIALS OR TRIM MAY BE PLACED DIRECTLY ON THE FIREPLACE 54 66 21 42 84 40 24 64 1 3 6 61 433- 24"1- 8 T-0" UNLESS OTHERWISE INSTRUCTED.EMBED FLASHING BETWEEN THE CHIMNEY AND THE ROOF FRONT SURROUNDING THE FIREPLACE OPENING,PROVIDED SUCH COMBUSTIBLE MATERIALS 60 72 2445 96 40 24 76 18 30 108 42 75 f : AND UNDER THE ROOFING MATERIAL TO PREVENT RAIN FROM LEAKING BETWEEN THE SHALL NOT BE PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING.COMBUSTIBLE MATERIAL CONVENTIONAL FIREPLACE RUMFORD FIREPLACE ROOF AND THE CHIMNEY. WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL NOT PROJECT MORE THAN I/8 INCH f/ FOR EACH 1 INCH DISTANCE FROM SUCH AN OPENING. HOUSE MEYRAN, MATTITUGK, NY P�• 14 iMarch 08, 20013 scat_E 114" = 1'O" JD OTE6 WIND FRAMING NOTES NAILING SCHEDULE FLAN CONTENTS: GENERAL 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING US When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CITY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT 27-7 1/4" TOP PLATE 10'WALL:4-8d COMMON RAFTER 1ST.FLOOR: 1114.8 SQ.FT.,PORCH:84 SQ.FT. 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION g CEILING JOIST 8'WALL:3-8d COMMON EACH 2ND.FLOOR:689.6 SQ.Ff. intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt CITY. SPACING p p g P q EXPOSURE CATAGORY B specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLANE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PILATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS ESCHECK 4.1 FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7),INTERIORSHEARWALLCONNECTIONS: FLOOR (FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. CITY. SPACING 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry 9 SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. TO JOIST END NAIL SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO J 2-8d COMMONOOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKIING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BIEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ONI LEDGER 3-8dCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BIEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO J(OIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, JOIST TO: 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND J 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: FRAMING NOTES g 2).Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. S For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. CITY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL(PANEL 8d AS PER TABLE 3.8 Douglessothervvisenoted,all framing and structural woodmateriattobe#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CITY. SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD ( ) WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION CITY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavy duty galvanized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL W COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM-SBC be used. 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floorjoist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD G Tabulated>0.49.For framing inch nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE ming members with 0.42<G< the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the CITY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathinggrade plywood.Plywood to cover over plates and headers. 1).Mechanical subcontractor is responsible for adhearing to all applicable cedes and safety g P Yw P requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. plywood p subfloor 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Adventech I THESE NOTES ARE ONLY TO BE REFERRED TO IF 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft ope ' gs(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and betw n top story and the roof space. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the Ilo °ng locations. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher to have regular furnace sheetrock.All walls ito s be taped and finished. ELECTRI CAL NOTES shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including fury pac at the ceiling and floor.° . : members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked inte Is not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fir Iocki in Walls fonstructed ". •: . 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down a material over. 2.All electrical work shall be approved b a qualified Underwriter. type ) PP Y q members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces uch s ccur at soffits, ; 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced toi-16d nail per foot. drop ceilings and cove ceilings. '! -� r.;I be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run. nclo d spaces under stairs shall comply with Section R314.8,N.Y.S.Residential Code. `. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist theTree p8 flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S. Residenba Code. HOUSE MEYRAN, MATTITUCK, NY PG. , March 08, 2009 SCALE 114 = 1,0„ JD