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HomeMy WebLinkAbout41763-Z Fd Town of Southold 11/10/2017 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39334 Date: 11/10/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3995 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-9-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/23/2017 pursuant to which Building Permit No. 41763 dated 6/23/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch,pergola covered porch, second floor deck and attached garage to an existing one family dwelling as applied for. The certificate is issued to Parks,Andrea of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 3047075 5/27/2008 PLUMBERS CERTIFICATION DATED 7/17/2017 seph Zihoski T ut o e Signature 04., TOWN OF SOUTHOLD w� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41763 Date: 6/23/2017 Permission is hereby granted to: Parks, Andrea 3995 Nassau Point Rd Cutchogue, NY 11935 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. # 38022. At premises located at: 3995 Nassau Point Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 111.-9-3`9, 5.3 Pursuant to application dated 6/23/2017 and approved by the Building Inspector. To expire on 12/23/2018. Fees: PERMIT RENEWAL $957.00 Total: $957.00 i Building Insp cto TOWN OF SOUTHOLD ,�SOFEot,��o hyo �y� BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o . SOUTHOLD, NY y�lQj ��s� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38022 Date: 5/14/2013 Permission is hereby granted to: ANDREA PARKS 3995 NASSAU POINT ROAD CUTCHOGUE, NY 11935 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. # 33113 At premises located at: 3995 NASSAU POINT ROADD CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 111.-9-%rj.1 Pursuant to application dated 5/29/2007 and approved by the Building Inspector. To expire on 11/14/2014. Fees: PERMIT RENEWAL $982.00 Total: $982.00 g In pec or 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. 33113 Z Date JUNE 6, 2007 Permission is hereby granted to: ANDREA PARKS 3993 NASSAU POINT RD CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 3995 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0009 Lot No. 005 . 0 pursuant to application dated MAY 29, 2007 and approved by the Building Inspector to expire on DECEMBER 6, 2008 . Fee $ 1, 914 . 00 or' zednature. ORIGINAL Rev. 5/8/02 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 I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,-building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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$1)5.00) c!� J Date. / /' —r) New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 qcj,�- �!a6-2sa"'f 6ohed 6A House No. Street Hamlet Owner or Owners of Property: ADA"a'g&ck5 Suffolk County Tax Map No 1000, Section Block �f Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature �������nn.n�s�LnLn��nnn���E 9 "3ll 1-�nrn���n�n�n�n���nn���n��.n�nL�����������n�.r����n oC 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 _ 5 5 Upon the application of upon premises owned by 5 � 5 5 NORTH 50CROCKY POINT ROAD 3995 NASSAU POINT RD. 5 S ROCKY POINT, NY 11778, CUTCHOGUE, NY 11935 5 5 Located at 3995 NASSAU POINT RD. CUTCHOGUE, NY 11935 5 5 5 Application Number: Certificate Number: 3047075 Pp 3047075 c5 5 Section: 111 Block: 9 Lot:• '54 {j,3 Building Permit: 0 BDC: nsl1 S 5 5 Residential 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices,and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor,Attached Garage, Outside,Pool/Spa, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 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 the 27th Day of May, 2008. 5 5 Name OTY Rate Rating Circuits Tvne 5 5 AdditionalCharges 5 certifcate includes 1500 sq ft addition and 5 5 swimming pool 5 5 Alarm and emergency equipment 5 5 Sensor 2 0 0 Carbon Monoxide 5 15� Appliances and Accessories 5 5 Air Conditioner 3 0 Above 1500 BTU 5 5 Exhaust Fan 3 0 F.H.P S 5 Hydro Massage Tub(Therapeutic) 1 0 5 5 Pool/Spa Bonding 1 0 5 Pool/Spa Circulator Pump Motor 2 0 1.5 H.P 5 Pool Heater 1 0 Gas) , STime Clock Switch 1 0 5 5 Wiring And Devices 5 Dimmer 22 0 120 V 5 5 Fixture 2 0 pool Incandescent 5 5 Fixture 172 0 Incandescent 5 Paddle Fan 5 0 seal5 Receptacle 1 0 pool GFCI 5 5 Continued on Next Page 1 of 2 5 5 5 Cj 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 ,cf�rJ'ril'r l'.I-cfrJ�rJ'MPr�r.J7�.1-r�cl'rJ�rJ�rJ�c l-c l-rJ��.r-�.Inc.r�.l�r l-.I@.r��.l-.I-.I-.I-r�c.r�.I�cPr.P�.rrlr�r�rnrI I�rRIVEDE Tr F L3rr PLPL,-r.JR,Lr@fflcJPLJ-LP Dop �r�ill],R Jar.J�r�r.PrJ��rPr�rJ�LnrJ�cPrJ�cPrJ�r�cPrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�r�tnr.PrJ�rJ�L3PL][3PL�cPr�rJ�r.J�rJ�rJ�r�cPr�r�tPrJ� c� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 OF NEW YORK BOARD FIRE UNDERWRITERS 5 5 � S SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 NORTH 50CROCKY POINT ROAD 3995 NASSAU POINT RD. CS 5 ROCKY POINT, NY 11778, CUTCHOGUE, NY 11935 5 5 5 r5j Located at 3995 NASSAU POINT RD. CUTCHOGUE, NY 11935 5 5 5 5r5j Application Number: 3047075 Certificate Number: 3047075 5 5 '5,.t'5,3S Section: 111 Block: 9 Lot: Building Permit: p BDC: ' ns11 Cj 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor,Attached Garage, Outside,Pool/Spa, 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 the 27th Day of May, 2008. 5 5 Name QTY Rate Rating Circuits Tyne 5 5 Receptacle 10 0 GFCI 5 Receptacle 66 0 Gen, Purpose 5 Switch 21 0 Gen, Purpose 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 2 of 2 5 55 i 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 0 1 RPRPMPMPC1101 naPLLn���L&PLn��LPL���LnL������Ln�L����������LL�aPLPLPCPL��� M so�ro Town Hall Annex �O Telephone(1631)-76571802 54375 Main Road Fax(631)76 -9502 P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUMOLD -CERTIFICATION Date: �- Building Permit No. I �� Owner: {� (Please print) - Plumber. cJ` z_Uf*-rSr_j (Please print) I certify that the solder used in the water supply system contains less-than 2/10 of I0/,R lead. -(Plum Signature) Sworn to before me-this day of2017 ® IDE'i9E V LEE:, Notary Public, SvA,:;,c j, County OCT 1 3 2017 NOYMUc,stoof flewYA pua MW m suHotk T®' I OF SOUTHOLD ibnrri�sionb�ae+MaY31��d • JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: Sept 15, 2007 To: Town of Southold Building Dept. Foundation Inspection Parks 3995 Nassau Pt Rd. Cutchogue,NY Permit# 39-HS J To Whom It May Concern: A first and second foundation inspection was preformed at the above-mentioned addition, and it is deemed that the footings and foundation were installed correctly and meet all state and local building codes. Any other questions please call. �c \ Sincerely Jam . Deerkoski `1 E C E IJ V Lam, JUN 9 2009 BLDG,DEPT. TOWN Of SOUTHOLD ' r JAMES J. DEERKOSKI P.E. 260Deer Drive OCT 1 3 ?017 Mattituck,NY 11952 (631) 774 7355 Date: September 21, 2017 To: Parks 3995 Nassau Pt. Rd. Cutchogue,NY Permit#41763 Re: Plumbing Inspection To Whom It May Concern: This letter certifies that the plumbing installed at the above mentioned home was installed as per plan and meets all state and local codes. A pressure test was also performed on the entire plumbing system Any questions feel free to call. inc ely, �E OF NEW Y James De rkoski P.E. 0 �y ;. Uj R�FFSS10 JAMES J. DEERKOSKI5 P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: November 12007 To: Town of Southold Building Dept. Framing/ Strapping Inspections Parks 3995 Nassau Pt Rd. Cutchogue, NY Permit# 3-M ' 3 To Whom It May Concern: Framing and Strapping inspections were preformed on the above addition, and it is deemed that all this work was done as per plan and meet all state and local building codes. Any other questions please feel free to call. incerely `j�2P P� S��� \NJame EC E JUN 9 2009 BLDG DEPT, TOWN OF SOUTHOLD JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: May 10, 2008 To: Town of Southold Building Dept. Insulation Inspection Parks 3995 Nassau Pt Rd. Cutchogue,NY Permit# 33-if3 1711 3 To Whom It May Concern: After an Insulation/Fire Caulk inspection was performed on the above structure, it is deemed that all work was done as per plan, and meets all state and local building codes. Any other questions please call. " ca' E �"' incerely s J. Deerkoski 07- SS D E � � a � � JUN 9 2009 BLDG..DE TOWN OF SOUMOLD L-4 fjf s a 3-344z, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLI3G. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETPATION REMARKS: Ck- Al 46 v DATE INSPECTOR ' pP SOUIyo� TOWN OF SOUTHOLD BUI T. 765-1802 ] 7 INSPECTION [ ] FOUNDATION 1ST ( ] ROUG LBG FOUNDATI [ ] ON 2ND [ ] I CATION 00 [ ] FRAMING /STRAPPING [ , FINAL 'u [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 'o [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATIO [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) t L REMARKS: \ S F 4 30« e- s L � 4 P L d l DATE 4-9113 INSPECTOR � T N O i old 0 TOWN OFSOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA (ROUGH) [ ] ELECTRICAL (FINAL) - REMARKS: ( n V�1/ - - ')/ O l 1'� �'� � 0 VIM►�'1/ �ma C%AA rG (A A- f0lW, DATE D INSPECTO • courm,N�'' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING /STRAPPING [ FINAL 0%0, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a� Owl' VU DATE 0 1 VAq INSPECTOR S a FIELD INSPIECTION REPORT DATE I COMMENTS FOUNDATION(IST) 21 H ------------------------------------- ci FOUNDATION(2ND) z y ROUGH FRAMING&� �y PLUMBING N INSULATION PER N.Y. -- y STATE ENERGY CODE ar ��, !►tti✓S wi l;N ao s• v rj -k Cok, FINAL ADDITIONAL COMMENTS � 'PIT 0 Of � X b "CD z 2� x d � b -�3-17qa '157-oa 35' gA I je q 1 1 FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) O v1 ROUGH FRAMING& PLUMBING INSULATION PER N.Y. ' STATE ENERGY CODE irm FINAL ADDITIONAL COMMENTS rA In O r Z rn 1 y d b H TOWN OF SOUTHOLD e BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT-s\ •`A '° 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 Z,/' Planning Board approval FAX: (631) 765-9502 ey www.northfork.net/Southold/ PERMIT N Check �;LOcO , 00 Septic Form E.C. ` --­Tw1ees 9 Examined 120 Contact: Approved 120 Mail to: Disapproved a/c �31 7S�r Phone. Expiration ,20 _ -- Bur rn s e APPLICATION FOR BUILDING PERMIT Date 120 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 gray autao- ize, 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 demolitian as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, andegulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( n , r 4' (Signature of ap}licant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Ooa Name of owner of premises JOhN AAJJ 4 rlJ((, ZA &-f ks (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3ga 5 " sAL,Ad- House Number Street Hamlet County Tax Map No. 1000 Section � Block Lot r Subdivision Filed Map No. Lo (Name) ;f: , 2. State existing use and occupancy of premises and intended}se and occupancy of proposed construction: a. Existing use and occupancy Ae5 Aeo-)c e- ~ b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work / oo (Description) 4. Estimated CostAft , (�00, 000 --- Fee —� (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 3 0,ar 4' 54q,-dL(jL, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SkAlk ) P"('1A{(Qa RAs being duly sworn, 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. Sworn"to before me this day of Gl 200 o-� Nota6 Public Signator' Applicant BARBARA MMNNON Notary Public-State of Now York No.01 MC6101870 Qualified in Suffolk Courdy My Commission Expires Nov 17,2007 d1dftk _ f BOARD OF SOUTHOLD TOWN TRUSTEES lE SOUTHOLD, NEW YORK 7 PERMIT NO. 6555 DATE: MARCH 21. 2007 11 ISSUED TO: JONATHAN& ANDREA PARKS �F PROPERTY ADDRESS: 3995 NASSAU POINT RD., CUTCHOGUE SCTM#111-9-5.1&5.2 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 21,2007,and in consideration of application fee in the sum of$250.00 paid by Jonathan&Andrea Parks and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following- Wetland Permit to construct a 301X 50' two-story addition to the existing dwelling,construct an 11' X 45' deck/porch, install a 20'X 50' in-ground swimming pool and required fencing to Code, construct a 115' retaining wall seaward of proposed in-ground swimming pool to contain +/-765 cy. clean fill from an approved upland sourc to backfill pool drywells and raise elevation to 561, returning approx. 120' adjacent to property line,with the condition a line of staked bay bales is installed prior to any construction, and drywells are installed to contain all run-off and pool backwash, and as depicted on the plans prepared by MCH Design Services dated April 1, 2007. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, �[ and these presents to be subscribed by a majority of the said Board as of this date. E \\®f SOUL Michael J.Domino,President �0� y®1 Town Han Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith • �� Telephone(631) 765-1892 A.Nicholas Krupski D�yCOUNTb Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1368C Date: July 18,2017 THIS CERTIFIES that the construction of a 30'x5O'two-story addition to the existing dwelling construct an 11'x45'deck/porch install a 20'x50' in-ground swimming pool and required fencing to Code construct a 115' retaining wall seaward of proposed in-ground swimming pool to contain+/-765 cy clean fill from an approved upland source to backfill pool dWyells and raise elevation to 56' returning Wrox 120' adjacent to property line with the condition a line of staked hay bales is installed prior to any construction and drvwells ate installed to contain all run-off and pool backwash; At 3995 Nassau Point Road,CutchoQue Suffolk County Tax Map#1000-111-9-5.1 &5.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 19,2007 pursuant to which Trustees Wetland Permit#6555 Dated March 21,2007,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 30'x50'two-story addition to the existing dwelling construct an I Vx45'deck/poreh install a 20'x50' in-ground swimming pool and required fencing to Code construct a 115' retaining wall seaward of proposed in- ground swimming pool to contain+/-765 cy clean fill from an approved upland source to backfill pool drywells and raise elevation to 56' returning�approx. 120' adjacent to property line, with the condition a line of staked hay bales is installed prior to any construction, and dD wells are installed to contain all run-off and pool backwash. The certificate is issued to JONATHAN&ANDREA PARKS owner of the aforesaid property. Authorized Signature i - i Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM D Yes No EXEMPTIONS: n A. Does this project meet the minimum standards for classi t n as,anaA�gr�cu,�tu�al ! ,Note: If you answered Yes to any of the above,a Storm-water,Gradin , mage& rosi n ontrol h' not required. ----------------------------------- ---- -------------- ACTIONS REQUIRING THE SUBMISSION OF A STORM-WATER, GRADINg,DRAINAGE &EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark (J)for each question is required for complete application) Yes No 1. Will this project retain all Storm-Water Run-off generated on Site? (This will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? ❑ 3. Will this application require land disturbing activities encompassing an area of five thousand.(5,000)square feet of ground surface or more? ❑ 4. Is there a Natural Water course running through the site or is this project within One hundred(100)feet of wetlands or a beach? ❑ 5. Will there be site preparation on slopes which exceed fifteen(15)feet of vertical rise to \/ One hundred(100)feet of horizontal distance? ❑ j, 6. Will driveways,parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? 7. Will this application 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 does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100)year floodplain of any watercourse? ❑ X Note: If any answer to questions one through eight 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. ------------------------------------------------------------------- STATE OF NEW YORK, ) LINTY OF X10 ss That I, .. ..... 1v(J�!r ...- ..ar 5 ... . . .. being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that He/She is the O (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or 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 belier;and that the work sill be performed in the manner set forth in the application filed herewith Sworn to before me this; S i,l�SL ..._.... ., ..... . ..... .....day of�........ . . . .. .. .. . 20.07 Notary Public /.. BARBARA MCKINNON ( re of A cant) Notary Public-State of New York No.01 M06101870 Qualified in Suffolk County My Commission Expires Nov 17,2007 Date File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: ?Mi5 b)2t ,sA t�2d C.t d0k SCTM # Property Owner: P561 1 Phone Address: Sc � NATURE OF COMPLAINT: �V-j n&-t d ACTION TAKEN: Optional: Complainant: By Phone Mail In Person Address Phone: Report Taken By: Date Date Referred to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: _ b �i QF SOUlyol . O Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • aQ Southold,NY 11971-0959 �Q l'YCOUM`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE August 24th, 2010 Andrea Parks 3995 Nassau Point Rd. Cutchogue, N.Y. 11935 RE: 3995 Nassau Point Rd. (AMITIONVALTERATIONS) SCTM: #1000-111.-9-9.1 57._3 To Whom It May Concern: Please be advised that your Building Permit # 33113 issued June 6th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $1914.00. At that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. q so � o Town Hall Annex l Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • �O Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE October 21st, 2010 Andrea Parks - 3995 Nassau Point Rd. Cutchogue, N.Y. 11935 RE: 3995 Nassau Point Rd. (ADDITIONVALTERATIONS) SCTM: #1000-111.-9-�. 5-,3 To Whom It May Concern: Please be advised that your Building Permit # 33113 issued June 6th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $1914.00. At that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. r Southold Town Building Department �o��UFFot,��o P.O.Box 1179 Permit#: 33113 54375 Main Road Southold,New York 11971 Permit Date: 6/6/2007 (631) 765-1802 Expiration Date: 12/6/2008 Parcel ID: 111.-9-§.A 57,3 Dated: 1/31/2013 Applicant: ANDREA PARKS Location: 3995 NASSAU POINT ROADD CUTCHOGUE Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. Owner: ANDREA PARKS Address: 3995 NASSAU POINT ROAD CUTCHOGUE,NY 11935 Your BUILDING PERMIT #33113 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of$1964.00 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, 0 01 Michael Verity: Thief Building Inspector Southold Building Department l Lj ��(�3 1, � Ir COMPLEtE THISSECTION COMPLETEI ON DELIVERy ■ Complete items 1,2,and 3.Also complete i nature � QQ� item 4 if Restricted Delivery is desired. X L]Or �gent I ■ Print your name and address on the reverse ��NN❑Addressee so that we can return the card to you. B, ece v (Printe ame) C. ate o Delivery S ■ Attach this card to the back of the mailpiece, 02 i or on the front if space permits. 1. Article Addressed to: D, eliv d different from item 1? ❑Ye 3 3��3 If YES, to eI very address below: ❑ No S 3, Service Type ❑Certified Mail ❑Express Mad ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. , D 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) PS Form 3811;February 2004 __ Domestic Return Receipt �s 1025s5=o2-M-1540•j° Southold Town Building Department FOt,f��G. P.O.Box 1179 Permit#: 38022 yam_ 53095 Main Rd y Southold,New York 11971 Permit Date: 5/14/2013 �4k, �o�� (631)765-1802 Expiration Date: 11/14/2014 1 'JL Parcel ID: 111.-9-�,1 $,3 BUILDING PERMIT RENEWAL LETTER Dated: 1/18/2017 Applicant: ANDREA PARKS Location: 3995 NASSAU POINT ROADD CUTCHOGUE Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. #33113 A FEE OF $957.00 IS REQUIRED TO RENEW TRIS BUILDING PERMIT. Owner: ANDREA PARKS Address: 3995 NASSAU POINT ROAD CUTCHOGUE,NY 11935 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. I Southold Town Building Department oo�gUFFO(,�ell P.O.Box 1179 Permit#: 38022 53095 Main Rd Southold,New York 11971 Permit Date: 5/14/2013 oyfjol dao (631)765-1802 Expiration Date: 11/14/2014 Parcel M: 111.-9-�`l. $,3 BUILDING PERMIT RENEWAL LETTER Dated: 4/27/2017 Applicant: ANDREA PARKS Location: 3995 NASSAU POINT ROADD CUTCHOGUE Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. #33113 A FEE OF $957.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ANDREA PARKS Address: 3995 NASSAU POINT ROAD CUTCHOGUE, NY 11935 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O.Box 1179 Permit#: 38022 53095 Main Rd Southold,New York 11971 Permit Date: 5/14/2013 4 aper (631) 765-1802 Expiration Date: 11/14/2014 Parcel W: 111.-9--'1 ,3 BUILDING PERMIT RENEWAL LETTER Dated: 6/14/2017 Applicant: ANDREA PARKS Location: 3995 NASSAU POINT ROADD CUTCHOGUE Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. #33113 A FEE OF $957.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ANDREA PARKS Address: 3995 NASSAU POINT ROAD CUTCHOGUE,NY 11935 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 63 too owm F souirHOLD PROPERTY RECORD CAR® OWNER STREET --,.-.� �' VILLAGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE ` DD /'�rY1� 11 Q,rA S W TYPE OF BUILDING ZES I ��I SEAS. VL. FARM COMM. IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS Oc'� (o c� �� 1 ! 1� O / (v C� 02 o--c) ' D -- 4 10 , t,, r, n /f'�+�' r 6 SoL,Oo'9Ua�', � C' L� O�'�` io 19. l�iL �Gi 7 AGE BUILDING CONDITION 7'A NEW NORMAL BELOW ABOVE -L(a3 a33 - i f7 . 45) Farm Acre Value Per Acre Value illable 1 Fillable 2 f illable, 3 Ncodland swampland >rushland -louse Plot Fotal �•perry ,Iwo "L�`�,i i y y I � •,a ey� 1 j r .F f � �, �r�i- 31 r �i etc Si,•y�}'i I.y—'�, �4: tk 1.] ;iL j 'la , a ■■■■■■■■■■■■�m, us ,m........... 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""'a o "rR • JFK=.-=i?b` z i ,:.r ■■■��■■■■■■��■ -. ffil RISEN Iffir IF) 6 ■■rim■����■■■■■ Ila ■�`■E■srE■■■I■om■ ■■7■■EE■s■■I■o■■ ■i■■L■■■■MEMBE !�GI�1r ■!!■■E■JO■■■ DECK OCT 1 3 2017 DD SECOND FLOOR �'� o�l� �, � �� MASTER BEDROOM LEVEL \LIBRARY BEDROOM / BEDROOM L _ _ __ BEDROOM FNEE .� El LAUNDRY ROOM BATH y MASTER BEDROOM OFFICE 1 W ' BATH BEDROOM A 0O WALK IN CLOSET FE C! o z BATHROOM OFFlCE 2 2 EXISTING SECOND FLOOR PLAN zu Mu en u FIRST FLOOR DINING ROOM j I y GREAT ROOM f NEW,,,E r✓ CHILDREN5 L(P� [+ O RECREATION ROOM \ "\` ®`�'L1 ENTRY NT HE X �� } T' -.-• NO DATE REWSION5 GARAGE LEVEL = W o ��'" _ Lu PANTRY 9900 OD 0 7 TILE FLOOR ON SLAB , A �/V DATE COMNL N0. BEP 29.2(n7 PANTRY/ LAUNDRY RoFF S�pNP SCALE AS NOTED DRAWN BY FHB _ CHECKED BY SHEET n7LE AS-BUILT wM/ BEDROOM 0, BATH / Bldg Dept Info GARAGE GYM 111 e E%PORCH \ EOUI'MENi STORAGE _EXISTING FIRST FLOOR PLAN -ib 4:5jO 0 • �1F1CA�1O�O NG eo%Oeo. APPROVED AS NOTED,�3 Y LN --- DATE: b b B.P. FEE: I _ BY_11 OC' ''I FANCY OR NOTIFY BUILDING DEPARTMENT AT M rj H 765-1802 8 A TO 4 P FOR THE Design Services U 1 UNLAWFUL FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Wi ! 1015 CERTIFICATEFOR POURED CONCRETE = 2. ROUGH - FRAMING & PLUMBING OF 3. INSULATION www.mchdesionservices.com 4. FINAL - CONSTRUCTION MUST phone: BE COMPLETE FOR C.O. (631)298-2250 ALL CONSTRUCTION SHALL MEET THE e-mail: ALL CONSTRUCTION SHALL REQUIREMENTS OF THE CODES OF NEW MEET THE REQUIREMENTS OF THE YORK STATE. NOT RESPONSIBLE FOR michael@mchdesign.com HWM o n I C CODES Or NEb"V YORK STATE. DESIGN OR CONSTRUCTION ERRORS. - timber bulk WITH ALL CODES OF NEW YORK STATE ATE & TOWN CODES bttm. Nsiope $UL►cHMD ALL PLUMBING WASTE AS REQUIRED AND CONDITIONS OF &WATER LINES NEED Iz>:rAlnn� TESTING BEFORE COVERING SOUTHOLD TOWN ZBAI WAL SOUTHOLD TOWN PLANNING BOARD 41.ERR SOUTHOLD TOWN TRUSTEES CONTR• AS HEEOF.D TAIH w UNDER'V�'RITERS CERTIFICATE N.Y.S.DEC REQUIRED FLOOD ZONE x " ARAE COMPLY WITH CHAPTER "4a" LOPEPICKET FLOOD DAMAGE PREVENTION F TO5 NGS DIN A • ; It A a SOUTHOLD TOWN CODE. A STORMWATER MANAGEMENT REQUIREMENTS AA IL RETAIN STOMA WATER RUik10F 29C"STAA ' PURSUANT TO SECTIO TIN IETHE GROUTS STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE j"J 4,ii WCC WIRE TIE « GF THE TOWN COC9: ' DEFINITION: DEFINITION: O I . BALB BLARED - / A TEPYORMY BARRIER OF STRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER OF GEOTEXTILE FABRIC(FILTER CLOTH)U4D 12X1 TIGHTLY TOGETHER INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RW OFF WON SMALL DRAINAGE AREAS bp O } NOTE: SILT FENCE IS PREFRRED,IF SIGNIFICANT DUDE EXISTS,STRAW MMES MAY BE aF DISTURBED SOILS. I OF DISTURBED SOIL. " r PROPOSED T,� + + SI REQUIRED TO BE PLACED ON THE DOWNSTW6VI SIDE OF THE SILT FENCE PURPOSE: PURPOSE: (P (`Q D INL DT 1 A THE PURPOSE OFA BALE DIKE IS TO REDUCE RUNOFF VELOCITY AND THE PURPOSE OF ASRT FENCE IS TO REDUCE RUNOFF VELICCITI'AN "� SET ....A')" "•, EFFECT DEPOSITION OF 7HE7RANSPORTED SEDIMI3JT LOAD.STRAW EFFECT DEPOSITION CF TRANSPORTED SEDIMTNf lOA0.lBN1T5IMlA76ED �RDPOSED RfTAININGW L ' _+ BRIE DYKES HAVE AN ESTIMATED DESIGN LIFE OF THREE(3)MONTIS, BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM - - WATER-' PERIOD THE SLT FELE NAY BE USED. _...� CONDITIONS WHERE PRACTICE APPLIES: I f � r' _ �,- /+- ,•, A a _j;I'"3• THESDAwbxEVk DIEISI15EDwHETRE CONDITIONS WHERE PRACTICE APPLIES: AY BALES TO i' tJ s /�O GRADE TOBE�! "mss / A s 1}NOOTIERMNCTEE15FfAS1EE ASILTFEICEIMYBEUS(3)SU9CCTTOTHE FOIlDWiNGCONDTTNXIS: B INSTALLED X BUILT UP 70 '° / + +� 1).M MAMALIWABLE�PELT�CON,RiaO>NG,(�FTO LD � TOTAL ROOF SQ. FTG.: 2).THERE IS NOCONCENTRATIONOFWATERTNACHNNNELOR A4LT fENCE ARE: PR RTO ANY ,Q a PROPOSED! /� ELEVATION 56' , lr/ # SOFA * A y OTHER DRAINAGE WAY ABOYETHE BARRM 61.0Pr MAXIMUM SLOPE CON RULTIO f. (2)6'X10' 3280 6,REPNESB, LR4,ITF(FT,) LEACHING 4%.Y /y ! �/' a D.W. 3).EROSION WOULD OCCUR IN THE FORM OF SNTIT EROSION• / POOLS / J Q LENGTH OF SLDPE ABOVE THE STRAW BALE D0E5 NOT EXCEED 31 50 . 6, f AP �1.� B'DIA. THESE LIMITS 31 l5 { V /// $'DEEP CONSTRUCTION PERCENT 6L.OPELEW.1I1 41 125 i. r °`" AT 100% WATER RUNOFF: PRE-ASSEMBLED SLOPE 6 E 5 i 6 2POOL S D EX PATIO SILT FENCE zl24 SO 26 r.l ,� 5.0 547.8 CU. FT. o r-�aTTCR 1-1�-I � n STRAW BALE AND SILT FENCE � tz�� R�PER u��ro�A s�nr FENS v O (`+ , 3a 33 B V 33 1 30 LOO 3),EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION:AND '� #1 f D W. -"T'-- I , �Du T T INSTALL (4) 841 X5 In ' DIA. X 4' DEEP DRYWELLS 4}THERE is no oma)(IRATION DF WATER F(DWING TO THE BARRIER. LTi q- � TYPICAL RESIDENTIAL ADJACENT �� � mNrRIUD Y FOR POOL ADJACENT / PROPERTY HOUSE FOOTPRINT CRITERIA FOR m %/ 13AGxWASN1 ;� - I = 676 CU. FT. CAPACITY PROPERTY FiAW TFE STRAW S"DIKE 1J,SET FENCE FABRIC ESS FABRICOTHER SMALL NEST ED Y THE ►- ,,,, / J N EXISTING 2-STY.HOUSE (1)AT EACH CORNER O F HOUSE SPECIFICATIONS UNLESS OTHERWISE APPROVED m THE Q .SILT STOP �/ THE PRACTICE WAY'ALSO BE USED POR A SINGLE FAMILY LOT IFTHE APPRORATE EROSION AND SEDIMENT CONTROL MAN APPROVAL � �.{ F _ POST_ Y �/ SLOPE IS L�THAN 15 PERCFYT.THE CONTRIBUTING DRAINAGE AUTHORITY.SUCH APPROVAL' NOTCONSTITUTE STATEMOE b ;' 45.00 7 AREA IN THISRISTANCESHALLBELESTHANOHEAREAMTHE NSEPTANCESTATEWIDEACCEPTANLTrvsHALLDEPMONIx NEIIGHBORSGRADEANDTHISPARCEL � ) LENGTH OF SLOPE ABOVE THE DDE 9011 BE LESS THAN 40 FIEF. FIELD A DXR LABORATORY OBSERVATION AND EVALUATIONS. ITO BE FILLED AT SAME TIME TO PORI w/ ERGO EX GH � 1 I/°ALL FASR'G PROFEKOE8 AGCY LE TELT MET11CD ELEVATION 56' y vA:LE tT0 I j //O O .BILLO siRRAENau1EHNSTIbI.E.J w ASTM DI662 � I � PROPOSED 2 STY. NATE O ADDITION O son ELONATION AT o DI662FatLLRE/x1 CATCH BASIN Q � cn 07 O W O PROPERTY UNE RECOMMENDED x LEN euRsr - ASTM D31% 0 EX' - J EVENLY SPREAD STRAW TOE-IN STRENGt'PI(P51) ,1 1 1 FROM 50.00 m A [-i '- FULL ay 1 OFf4AR/W�Y PUNCTURE 6TREN RATE llb.J 40 ASTM 0151 (.-- gq.q�j_-* r D.W. T� (uwALLv LSA PRE-ASSEMBLED SILT FENCE SLURRY ROU RA E (�dl/MINT) O-3 // /' EOIINALCNT OPLTING 512E 40-00 U5 55T.e EVE f � � '� T CGT 8'DEEP N WI�TRAVIOLETA'ACIA'ION �/ / i r" S T YJI Z CURB A GUTTER 2).FENCE POSTS(FOR FABRICATED UNOS)'TIE LENGTH SHALL 6E A // T MI.""OF 36 WOES LONG.WOOD POSTS WILL BE OF SOUND n QUALM HARDWOOD WITH A MIUMUM CROSS SECTIONAL AREA ' CITY STREET OF 10 SQUARE HOES.STEEL.POSTS WILL BE STANDuw T AND < l IO U SECTION WEIGHBNG NOT LESS THAN 100 FUND PER LINEAL FOOT. Uj 3).WIRE FENCE(FOR FABRXATED LRCS):W°E NBNCNG SHWA.BEA OR AIM S APPROVED. GAl1GE WITHAMAXIAXAA6IIL MESH OPENING, ` ® ,n LOT COVERAGE: STRAW BALE DIKE DETAILS SILT FENCE DETAILS „PREFABRICATEDUITS;EHW � � RDCEDRAPPEQM �, EQUAL (2�1°X10 � BE USED IN LIEU OF MOVE METHOD PROWDINGTHE UNITS O ' BOUND BUB HRE -BARS.2 RARS SIM PICKETS OR SPACING OF POSTS FILTER CLOT„:FILTER L INSTALLED PER DEFATS SHOWN. L() N CATCH BASIN TO HE 6-1°FEET MMT 'JNKATOM LOT#22: 41395.3 SQ. FT. IN CONTOUR / 290'STAKE 1-L2-r IN GROUND. I \I 1 ��57 'W�i BA APPROVED QUAL OR APPROVED EQUAL 1.SET STAKES 2.EXCAVATE A 4"X 4'TRENCH UPSCALE o" ' 0 4)0 DPAGE AREA NO MORE THAN U4 AC.PER ' s ALONG THE LINE OF STAKES. I LOT#23: 41195.3 SQ. FT. API r �i ` I I 100 FLIT OF STRAW BATE ONCE FOR POPES ,-•T^ 4'MIN. - "`" _' ' -` i. ` � ' CATCH BASIN G EXISTING HOUSE: 2687 SQ. FT. i y �._' :_i � 0 LESS THAN 2S%. V*PROPERLY INSTALLED STRAW BALE �� _ j..,_;_T ! EXISTING PATIO / PORCH: 493 SQ. FT. O `` O 10X10 EXISTING BUNGALOW: 470 SQ. FT. xMw. d1 ' FOR BE ATTACHED TOA 6 LCH(MlFAIES / O N CM BE BEEN WHICH H A 6 BION(MAX)MESHT 1.Excavate the Trench 2.PLACE AND STAKE STRAW BALES. WB)E SCREEN WHIN HAS MAX FASTENED I THE POSTS.(14 19 6„MLNESN'D�ING' N T ASIN PROPOSED ADDITION: 1325 SQ. FT. `� IVDIIELtEOTRENaN 3.STAPLE FILTER MATERIAL TO STAKES 4.BACKFILL AND COMPACT /�. ® , ANGIE FIRST STAR TOWARD AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL Lot 0 22 10 0 L, t *` 3 PROPOSED DECK/ PORCH: 385 SQ. FT. / PREVIOUSLY LAD BALE TOTAL COMBINED PROPERTY: 82590.6 SQ. FT. „ i WEDGE LOOSE STRAW FLER IFABRIC MATTRIAL SECURELY ATTACHING TWO SILT FENCES �J8 4 BETWEEN RALES FASTENED THEWER MESH 1F USED �0 �- Q THE WERE MESH J SHEET FLOW RWALLAT10N 5 �p I TOTAL COMBINED STRUCTURES: 5928 PL KAOQTHEENO ( E ) APIRiO%BMTl3Y 61HIOiB POST OF THE SALES M15T Be 111anY CONSTRUCTION SPECIFlUlI0N5: OFFILM INTOOAA°" INSECONDH TOTAL COMBINED LOT COVERAGE: 13 % ABUTTING WITH NO GAPS. TRCKH MD BE ANpDIED POST OF THE I),SALES SHALL BE PLACED AT THE TOE OFA SLOPE OR ON THE WITHCANDB AAICINLL MIST FENCE CONTOUR AND IF A RDW WITH ENDS TIGHTLY ANTTMG WITH ACENT ®� EACH SAM (LOT#22: (1783.7.7 SQ. FT. STRUCTURES)): 4.3 °/W �® y 2}THE BATE SMALL BE E-BC-0DID IN 71£Sql.A MINIMUM OF PCGTS;STEEL EITHER ROTATE BOTH POSTS Q (1DFSTAUCTICN SPBCD'/GTIOPM (4)WCHFS AND RACED SO THE SIDINGS ANE HC"EONTAL TCR VTYPE OR AT ` 1).1W7VEI WIRE FFN(E TO BE FASTENED SECUMLY TO ` \ ®� 3).BALES SHALL SE SBOIRELY ANCDAED IN SY EITHER TWO 2 'NARD'V� RUF:t�tY O1C10�0(Wf;,E A \ 3'MAx FENCE POSTS WITH WIRE TIES OR STAPLES. \® i STS IN LACK SALES BE-BARS DRIVEN DRRRIVEN TO TBALL HE THE FIRST I CREATE HT OFT / x}Fn1HtCA1M TO BE FASTENED SECURELY TO WOVEN LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER STAKES FABRIC MATERIAL / WIRE FENCE WITH IIB SPACEDEARYIMATTOP SLWLBEDATANHDSNWON„HETHE ANOMDSECTION. (LOT#23: (3576.3 SQ. FT. STRUCTURES)): 8.7 % 3}WHEN TWO SECTIONS OF FILTER CLOTH ADM EACH 4}1NSIFCTION SHAM BE FREQUENT AND REPAIR REPLACEMENT SARI 36IFCH16 DIRECTION OF RUNOFF WATERS OTHER THEY SHALL M OVH4APPEDBY SIX(NOES BE MADE PROMPTLY AS NEEDED. (SEAN.) I I I OR1VE BOTH POETS '�FOLDED' APPROXIMATE ABOUT 101NCFE5 SJ.USEF SHALL SO AS OT T WHEN THEY HAVE SERVED THEIR f X T TAENCI INTO THE(ROUPID 4),MAINTENANCE°OWL BE PREFORMED AS NEEDED AND 3.BACKFILL AND COMPACT THE USEFULNESS 50 AS NOT TO BLOUCOR IMPEDESTORN fiDW OR �/ AND BURY FLM POINTS A SHOULD BE RICHER THAN POINT MATERIAL REMOVEDWHEN 91LRGW DEVE OP/N THE EXCAVATED SOIL D1U°NAG'E DRAINAGE INSTALLATION SILT FENCE (FRONT ELEVATION) W 11 6'0" E 200. i`iansa u t DRAWN BY: MH April 01, 2007 SITE PLAN ;`;�, �; ;�����' SCALE: 1/4" = 1'_0II , ' SCALE: 1" = 30'-0' SHEET NO: i NEW EXIST M C H Design Services www.mchdesignservices.com phone: (631)298-2250 I I ..J Ej 11 1 michael@mchdesign.com N � 6o bD N T01iOF LOOR i I I I I I I I I RUN ffffff iTfffl� I I I I I I if I I I 1 11 1 1 111 111 11 11 ii I 7�T Tq I if 1 11 1 WEST ELEVATION SCALE: 3/16" = V-0" EXIST NEW O � U A W o P__, z Lt F1 ON W cn W O_FL_ a VJ+ If 1 . 4TW TOP OF FLOOR W EAST ELEVATION SCALE: 1/4" = V-0" ilL. IJ 0 I I I I I I if P4 f DRAWN BY: MH 11 1 1 1 11 111 If 1 1111 11 if LLI /. ` �`'� •/��;a April 01, 2007 LU r = SCALE: 1/4" V-0" / 1 y 4- i -.L -i.. "°' JL i -1- �` �_ -i �- -� -I- -1- � � y .Jt_ y �!_ y Jf._ y �_ �, Jt_ y -`�-_ �, Jf� y -�- �• .f_ --f'- �• �_ �, �_ y _�!_ y _�F_ y �' J �" J `- J `" J • J `" J .- J �' J _ J _ J " 1 �' J " SHEET N O LJ L LJ H •- J • J •- J �- J '' J ► J J �- J �- J �- J 1 � 1 A_ 1 �- 1 {-11 1 �- � 1 _- 1 A_ 1 A- --A#— —#-� nrT NORTH ELEVATION SCALE: 3/16" = V-0" - � u MCH Design Services www.mchdesignservices.com phone: (631)298-2250 e-mail: NEW EXIST michael@mchdesign.com 50'+0" I 45'-0" ; V-0" I I 5'-8 7/8" V-2 1/4" T'-5 3/4" V-2 1/4" i 7'-5 3/4" 6'-2 1/4" 51-97/9. 1 ' r- -------------- - I , I bo 1 d p,•v d t- � \ 1 � I N1 ---------- 1 #5 REBAR @ 12"OC 1 $AT FTG. I I I � I I � I I � I I 1 N 1 I I I I I I 1 I 1 I I i t 1 I I 1 I I I I 2'-0" 13'-8 13-8 13'-8"le a 1 I I I I I ~ 1 I c t .q V � . � 1 I e. � • d I 1 • � � 1 I I C �� 1 .-I to I C • � T I i '4 4 ° i N ; 4 e'ol 1 1 I 1 I I 3'-0"X1'-6"CONC.BLOCK BASE FOR COLUMNS ABOVE ' w/4'-0"X2'-6"X1'-0" � CONC.FOOTING w/ ' o (4)#5 REBAR 3'BELOW GRADE i :Q N I I I I 1 I I 1 #5 REBAR 12"OC ,n E AT FTG. I 1 w 1 - -------------------------------------------------------------------------- ------------------------------------- - --- -.r ----J ° ° I I I , < 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 in I COMPACTED SOIL 04 8"PC.WALL N a n FOR PORCH e P W ^O_ 24"X12"LONC.FTG. i i i -2" 17'-7 1/2" '-2" cn w/(3)#5 REBAR o ; UNDER BEARING WALb ' 30'-71/2" 1).$"THICK POURED CONCRETE FOUNDATION,3000 psi.. EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R4060 OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2).FOUNDATION TO HAVE 24"X12"CONCRETE(20)KEYWAY FOOTING.FOOTINGS N ' 1 ; ; o° TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON Ln o N UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). fn CIOI 3).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT AND CERAMIC PRIOR TO POURING SLAB. 1 iV I 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. tr 24"X12"LONE.FTG. w/(3)#5 REBAR 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES � I � wI � � I 1 1 I ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR UNDER BEARING WALL FIBERGLASS SILL GASKET. 25'-0 1/4" i ' 2'-0" ' 17'-4 1/2" ' 2' 0" ' 2'-8 3/4" 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, • ; INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A I r MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.. 0 ' I I -+ v -------------- --- - -- --�-F E-------------------------------------------------------- -------- en I E oe � . �. '� � . - . � . � � o . . � • o '� o . . � . � � o . ., � . � � o . . � P � � . . � • o � . . � • obit N S PROJECT NORTH FOUNDATION PLAN n , ' I _______________--_-__ --_----__________-._----______________________ _____--_-__-------_-_--__-_-_-----_________-_____-______--_________________ _ W SCALE: 1/4" = 1'-0' 50'-5 1/2" I I DRAWN BY: MH April 01, 2007 �i SCALE: 1/4" = 1'-0" SHEET NO: M C H Design Services www.mchdesignservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com NEW EXIST WATER SIDE 50'-0" 45'-0" 5'-0" 8'-10" / rn m M 1 GREAT ROOM 0 0 -------- -------- 2'-0"' 13'-8" 13'-8" 13•_8" 2'-0" --- ---------- - ----------------------------------- -- -------------------------------- ------------------------------- ------------------------------------------------------------------------------------------------------------------------- -< --- ------- --------- I 1 1 I 1-3/4X9-1/2 ML GIRDER(BOXED IN) M (3)1-3/4X9-1/2 ML GIRDER(BOXED IN) - -, 3)1-3/4X9-1/2 ML GIRDER(BOXED IN) '" --------- (3) ,�-I L'- ---------------------- -------- ----- ------ -� I-e--� -_-_ --- ---- �- �--L__:� C__ 1 _______z______________________ 1___I T-- - _..1 C__ 3__I _____-__�� c-�, ------------------------------ c�� ���r c-�, -fir -------- � / ALL CHILDREN t RECREATION ROOM LIVING ROOM Z (2)12"DIA.HBIG F.G.COLUMNS w/ --1 / CAP$BASE ANCHORED TO STONE BASE N ccJ o /1X4 CEDAR SLATS @ 8"OC .. UNDER DECK JOISTS ® DECK ABOVE ' LEDGER BOARD TO BE FASTENDED 0 1 I 1 1 TO BUILDING WITH TIMBERLOK® SELF-COUNTERSINKING SCREWS v BY OLYMPIC MANUFACTURING (2 SCREWS @ 32"O.C.) � FWG6061I R FW660611R FWG6061IR ••�. ---------------------------------------- -- ----------------------- (3)1-3/4X9-1/2 ML HEADER 13)1-3/4X9-1/2 ML HEADER (3)1-3/4X9-1/2 ML HEADER STEP DOWN EDGE OF CONC.WALL T ' 1 / � ` ---------------------- 1 11 EX. PORCH W a 1 bo , ' 1 1 bo I 1 O ' / 1 1 I Ln Ld I / ! 1 / 1 1 POOL HOUSE ---- - �' ----------- ---------------- -------- _____ _____ _____ _ ___ _____ _____ ' I O / _____ ____ y ___ _____ _____ _ _ ,{ _y IJ , j 1 , VJ 13'-4 1/2" 4'-2" O+ ,�-1 1 to ! 1 P4 Er I 1 �+ 16"TJI560 WOOD-I FJ @12"OC / ' ' EXTEND PORCH TO MEET PROPOSED GARAGE X 45 MINUTE FIRE-RATED DOOR ; / PERGOLA ABOVE �r , w/SELF-CLOSING HINGES t N, ' STEEL JAMB 1 ti I 1 '---------------------- ! /16"TJI560WOOD-IFJ@16"OC i / "' "� ® 1).ADJUST PLATE HEIGHT SO THAT FINISHED FLOOR ABOVE IS FLUSH CL Cq CM N / 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. GARAGE ® ---------- o ----------- ' 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 0 in 1 1 / i N j., 2._6.. / /;/ r III % M cn •+ / , LO - ----------- / 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE IIII _____________________ 5/S"TYPE-X ; _ ---------- BLOCKING AT 9'-0"O.C.AND MIDSPAN. SHEETROCK / LINEN / __-_______ 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS ON WALLS 6 CLG. ' / i ' ; OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS I1 i i ---------- ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR Ld ; ! — — 1 ----------- ; MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" / THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN E V-0" -- --- / PLACE WITH PLATES AND BOLTS TO STEEL BEAMS 2X6 BEARI G WALL / ---------- ; N S PROJECT NORTH 1ST. FLOOR PLAN INSTALL BLOC NG MIDSPAN / ! 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 2X6 BEARING WALL ----------- % APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 11 1 1 x ; INSTALL BLOCKING MIDSPAN / ! HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. W SCALE: 1/4 = 1 -0 - ----------- N, --------- , mN, i ! 7).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH ; 1 / ---------- 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. m POOL STORAGE / s).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13.FLOOR ABOVE TO BE INSULATED WITH R38. UP --------- ----------- , ' °o I - 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. BATHROOM TO HAVE MOISTURE-RESISTANT SHEETROCK. ' 26'-0" 23'-1" :r ' EDGE OF CONC.WALL / I ---------- --------------------------- ---------- -------------t--------------------- ------------------- ! -------------------------------------- DRAWN BY: MH 50'-5 1/2" April 01, 2007 114 SCALE. 1/4 - 1 -0 U,' LI1r� r. �```� SHEET N O: \\ r M C H Design Services www.mchdesionservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com NEW EXIST WATER SIDE 37'-0" 4'-0" 5'-0.. ------------------------------------------------- ---- ---------- 4'-0" 4',-10" 13'-8" 13'-8" 4'-10le le " KNEE WALL LIBRARY ------ BEDROOM _ Ni -------- .� i 3'HIGH RAILING N o ---- -------- BEDROOM ----- -- ----------------------------------- ------------------------------- ------ ' HALL EXISTING SKYLIGHTS ---- --- o -• P TO REMAIN .. DECK LI i i i i i O KNEE WALL BATH KNEE WALL TO MATCH EXISTING (4'-7"+/-) 2-TW3046 FWG120611-4 2-TW3046 , Q 71 KNEE WALL PLATE / (3)1-3/4X9-1/2 ML HEADER (2)1-3/4X41-1/2 ML w/1/2 STL.PLT.HEADER O 1-3/4X9-1/2 ML HEADER P404 cm N ; ; LAUNDRY ROOM BATH60 a � iv it o ® W O SITTING AREA _ 5'-81/2" 5'-5 1/2" 3'-61/2" —01 v, MASTER BEDROOM 0. P4Q; m 10' 4"' 4'-6" 141'-6 1/2" bo , 3'-0" . . DN. , 1).PLATE HEIGHT AT S'-0"AT DORMERS. ---- ----- , BATH F� / 4'-41 1/2" 4'-9 1/2" ---- ----- j Z).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 0 CV ' c i ---- ------ 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. cim 6.. ---- ----- .tea 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS `i' / -----------, __________ / ---------- !n o OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS .in� M ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR ---------- MICROLAM HEADERS. ' ---------- 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE / ---------- ' APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING i ' "/ HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. / 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS _ # UNLESS OTHERWISE NOTED. j e / ---------- N Cr -- ---- C N OFFICE ;° ________J9 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R141 m w AND 2X4 WALLS AT R13. 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL / 2'-6" --------} SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF (MIRROR) _ __________ SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM ' ' INSULATION V-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON 3'-1" 3'-81/2" 3'-1" 4 11 1/2" BATH iD ---------- / CATHEDRAL ROOF PARTS. WALK-IN CLOSET 31 4._i. °o 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. / ; BATHROOM TO BE MOISTURE-RESISTANT SHEETROCK. to / 4' 1' 5'-7 1/2" S.-i., qe LLEOPERED CJ / //// / / // ° # / 4'-0" 2X10 CJ / "OC / @ 6 / ; @16"OC , SHELVES / TEMPERED TEMPERED , TW3046 AXW31 AXW61 AXW31 TW3046 KNEE WALL TO 2'-6" 7'-6" 7'-6" 2'-6" MATCH EXISTING E 6'-0" 20'-0" 6'-0" N S PROJECT NORTH 2ND. FLOOR PLAN DRAWN BY: MH W SCALE:1/4" = 1'-0' 50'-51/2" --"; . , L (h ;f y;rr�, April 01, 2007 4 SCALE: 1/4" = 1'-0" SHEET NO: �1 r 1 W I� M C H Design Services www.mchdesionservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com NEW EXIST ----------------- --------- --------------,----------I ' I I '. 1 ' ' # MATCH EX.IA ' ROOF PITCH 12 110 1 ----- -------rl 1 , 1 1 1 1 1 I 1 1 1 1 I 1 1 ' 2X12 RIDGE I I I --------- CRICKET I �1 ------------------------------------- 1 - --------------------------------------------------------------------------------------------- - ------- i I I ; ; it -- - -------------------------------------- --------------------------------fit I I 1 1 �-------- --� 111 � i 12 , 1 6 1 I 1 ' I I I 1 1 I 1 ' � ; ; 1 1 I 1 I I I I I I I I # L W I I I f I I W I I I I IIH' i-------------- - -- Ir H I 1 1 O ' 1 _ __ I I - - -—- - (21-3/4X11-7/$ML HEADER - - - - - NOTE 1 1 0N 12 1).INSTALL DBL.2X6 DF#2 COLLAR TIES AT 413"O.C..INSTALL ON EACH 1 --------------- II 10 , N SIDE OF ROOF RAFTER. I I cn( 2).APPLY 1/2"THICK FIR CDXSIHEATHING OVER ROOF FRAME. ' -------------- ' 1-3/4X14 ML RIDGE -- - ----------- __ 1 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND , , , ,' ' ' DIRECTLY TO THE DECK ACONIC EAVES. 4).USE 15#FELT UNDERLAYMENII•WITH ASPHALT ROOFING. 5).ICE rr WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). frI i i I i i ----------------------- ------ ------ --------------------- i I 6).DO NOT INSTALL UNDERLAYMIENT ON WET/DAMP PLYWOODM SHEATHING •------------------- ------- ------- ------� -----------• I 0 I 11 1 , WI ; ; 1 W I I , , , 1 , 12 W, , 1 , MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BIE LEFT EXPOSED TO ELEMENTS AT END OF THE ---+ 10 1 ' 1 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS I Crcd — ; ; 1 ,P ' 1 I- ' F- ' ' COMPLETE. 1 1 1 1 .———————————• 1 04 I IN 1 1 W I 1 ; ��� ' I 1 ; # I � 7).USE GALVANIZED(ZINC COATED)ROOFING NAILS, 11-12 GAUGE WITH AT ' , o� 1 I I a, 1 1 , •ti' W I , , I o I A ' , LEAST 3/r DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. xl (2)2X10 HDR._ ' i i ;_____��k+ o ; ; ; x1 (2)2X10 HDR. ; ' C ; USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT _ NOT CUTTING INTO SHINGLE SURFACE. ----- - -------------, �--- I ' 1 ' . • "J I I I 1 I I 11 � 1 1 1 1 1 W 1 I 1 1 ' W ' I I CS I ' ; `♦ `♦ .x�. 1 I I I I I I ♦ \ I 1 I 1 1 ' 1 ' 1 � 1 I , I tr1 1 1 I 1 UIc I J ; ' I ; I I I ' 1 E I , I Do to I 1 1 I ----- -----112 '~ -- -------- --, 12 /2X10 DF#1 OR@16"OC i ---- ------- ---- 1 � 12511 ' i ROOF PLAN ' ----- --- ' ' ' ' ' 1 ' ' ' I N s PROJECT NORTH Io x 10 l0 1 SCALE:• 1/4" 11 _ _61 W / L II t0 ' -' `-----------� `-------------- --------------4 `-----------' `-.-- ------- --- -- -51 ----- 1 `-- -----' i -----~ 2XIO RR 1 @16"OC @16110C 1 DRAWN BY: MH April 01, 2007 SCALE: 1/411 _ 11_011 C' SHEET NO: • o r RIDGE VENT 4 RIDGE VENT H ■ 1-3/014 ML RIDGE Design Services 1-3/4X14 Q QQ 4" Q 4" _ - ASPHALT ROOFING __ DBL.2X6 C. 15#FELT UNDERLAYMENT I I ( 1/2"CDX SHEATHING f www.mchdesionservices.com o I ' I J Q@fib (2)1-3/4X11-7/8 a� phone: + #tiP ML HEADERj01,N e-mail: OC a-m(631)298-2250 #?R ! . R pjs a . c michael@mchdesign.com - -- 2X10 DF#2 CJ @16"OC -- J l ( l I #lOSTRNLLVANIZED � � ' ,' , •'' ``` 11 OR ® � ( I 1 f WOOD SCREWS W/ I I / I Q \ WASHERS @ 12"O.C. 1 l I I I ® ® ( II � 12' O.C. 12" V HIGH RAILING ® CEDAR SHINGLE SDG. © ® I l 15#FELT UNDERLAY 1/2"CDX SHEATHING 2X6 DF 2 STUDS @16"OC 1/2' APA RATED SHEATHING — ( I 1 GRADE PLYWOOD 3/4"SUBFLOOR (ALTERNATIVIVE:7/16"O.S.B.) ( —- -— 2X10 ACQ DJ @16"OC 5/4"DECKING 11 16"TJI550 WOOD-I FJ @32"OG 1/2"APA RATED SHEATHING (PER OWNER) I I I I I I I I GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) DI (3)ML1-3/09-1/2GIER ) + ) ❑� E a�� �� ML GIRDER I i ( I ( y ( + 5/8"TYPE-X (BOXED IN) F.R.S.R.ON 2X6 ACQ SILL PLATE11111v/ � WALLS$CLC. 12"HBIG FG COLUMN #10 STAINLESS STEEL �I ` ' o TERMITE SHIELD w/CAP E BASE W I IT] OR GALVANIZED I 1 / SILL GASKET WOOD SCREWS W/ I °O WASHERS @ 12"O.C. y/f I 1 I I I ' WINDOW SILL ( 1 V-6"X3'-0"CONC. E in w/STONE VENEER II I I s e a a a 4' 4"CONC.SLAB OVER ° p 1'-6"X3'-0" o CRUSHED GRAVEL >; CONC.PIER I I I I 1 1 I ® 8"PC FOUNDATION �., OR COMPACTED SOIL D e pp,o v e 4"17 a •� o,- v . o•o o —�►� 2'-0"X1'-0"CONY.FTG. - 2X4 KEYWAY 2'-6"X4'-0"PONY.FTG. (3)#5 REBAR w/(4)#5 REBAR �..r ® ® ® ® ® 4" S E CTI O N A—A SCALE: 1/4" = 1'-0" A � � AW w a 12 OC 3/4"APA PLYWOOD 3"0 ROOF VENT CIM SHEATHING 3 0 I I I I I I j ( 11/4 11/4 1114711/4 11/2 11/4 LAV. W C LAV. I � SHO ER SHO ER OR BATH OR I 1ATH 2X4 DF#2 STUDS t I C.O. 2 2 1114 V- 11/46 3 11/4 #10 STAINLESS STEEL 3 i I I / OR GALVANIZED / WAD SCREWS W/ WASHERS @ 12"O.C. ® 1 ® I ® 111 1 1/4 611/2 1114 MULTIPLE PLYWOOD ASSEMBLIES C3 2-2X4 F#2 STUDS CONNECTED W'C. LAV IF.A.I. TOGETHER WITH STAINLESS STEEL SHO ER OR GALVINIZED BOLTS W/WASHERS OR ATH AND NUTS @ T-O"O.C. WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2 3 61 1/4 co AS PERTABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 3 WINDBORINE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" _ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 4 4"Cl 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 HOUSE TO APROVED DRAWN BY: MH CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM 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. April 01, 2007 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. PLUMBING SCHEMATIC t : _ f s.;;.�� �'� SCALE: 1/4" V-0" N.T.S. �,�,. SHEET NO: f i l � C. stud JOIST DETAILS Plate nail - 166 (3-1/2") 2x„ Plate nail - trod (3-1/2") ALLOWABLE HOLES - TJI Joists box at 16" on-center, -center box at 121, on-center INTERMEDIATE BEARING Floor panel nail - ad NO LOAD BEARING WALL ABOVE lour panel mall - ad (2-1-2 ) 2-1/2") common at 6" Load bearing or shear wall Nof mout►ro%s See Table A I- "hole may be ro common at " On-center• above (must stack over wall In hat�hed cut-J-,hers,-J-,hers,In on-center Web stiffeners zones see Table see ratite B cut V2 below) required each side Load from A s�Table web out- Design Services " or 1-1/4" -1/4" True 1 41 Blodking q Blackleg panels B side hatched/ 1. zone cut f�otch Nange. g Blocking arlell at B3W may be required with above � O Trus Joist Joist rim 6• panel rim boards board 2x4 minimum shear walls above or 6 Ir n squash below-see detail BI I-1 L6° LI m1 t„um L2 or mum 6 6" 2.L2 D) blocks (�pllea to all www.mchdesignseryices.com oe nail - lod (3 ) a oe nail - lod (3 ) phone: box at 6" 2 box at 6" � holes except min, knockouts) Do not art holes larger than Remove tongue and oove Hier• on-center BI BiW I/Ib" 1-1/!•incandlever DO NOT ng gr Table A-End Support (631)298-2250 cut holes in cantilever from floor panel edges Boundary Mili Mi Imum distance from edge of hole to Inside face of nearest end support reinforcement. supported by t" a-Rini to _ gin, (y_,�") We stiffeners 2x4 in mum e-mail: ensure ualit natlTn tall proper blocking assn DEPTH rn ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE TJI rim q y &nventional construction code minimum for common at 4° to support all panel required each squash oinks Y r a' Gln' &1 11• 13" r 3• 4• 6-1Jr 6-112• 11- 13• michael@mchdesign.COm 9Jo1st let ewith A3 only.See Trus Joist Framer's on-center• edges side at BIWand Use 2x4 minimum squash 110 1'-0' 16• r-0• V-0Must have i-3/4"minimum cketGuideforA3.iA3.3installation ��,See Trus Joist Framers Pocket Guide for 152W 9.17 210 1'-0' 1.6• 2'-0• V-O f-O" 2'-0" 2'6• V-O A3 A3i 3.2Opi'lecifications. E43.4f blocks to transfer load 230 1'-0. 2v" 2'-6• s•6• 1'-0' 2'v" 3'-0. V-Obearing at ends 0/additional installation specifications. \/ around TJi Joist 360 1•-6• 2•.0" 3•-0 6•.0 1'-6• 3•-6, W-6' 110 I'-0• 1'-0' 1' 16" r0" I'-0" I'6" 4'-6- 6,-011 length of 210 r-0° r •-0" 2'6• 5.6• r-0' I'-0' 7-0" 5'-0 6,6 TJI JOtet 8" diameter maximum hole Nail True Joist rim 11-718' 230 1'-01 1, 11 1'-0• 3'-0" 6'-0 r-" r-0• 2'-0' vie 70^ Attach reinforcement 360 r-o" 1'-0' 1'-6' 4'-6" 9'-O" f-o" I'-o• z'-6• 6'-6 T-6• 4'-0" length of g" diameter maximum hole reinforcement and for 11-"t/8" - 16" deep board n blocking 560 r-0• r-0• r6• v-0 e'-0 r-0• 2'-0• 3.6• T'-0" W-0 with connections to Joist with one ad 110 I'-0' I'-0' 1'-0' 1•-0' 2'6' 5'-0 I'-0• r-0• r-O" 3'6' 6,-0 E'-0 3/4° for Ilckin - an dee filler block. Use blocking panels: ro" equivalent to (2-1/2") common nail at Nail through 2X_, wood backer 210 I'-0` I'-0" 1'-0' r-0• 3'-0" e-o 1'-0' 1'-0' 1'-0" 4'-0 6'6 b'6• Web stiffeners 8" diameter maximum hole p " each corner and 14' 230 1'-0' 1'-0' 1•-0' 1.6• 3,-e 6'6 I'-0" I'-0• r-0' 4'-0 T-o" 9'-0 " reinforcement blocks panels. 6" 4'-0 length with diameter maximum for � required each for 11-1/S" - 20" deep ng p g deck( schedule aide at EIW on one side at diameter maximum for S-1/2" and Il-1/8" blocking panels S-1/2" deep Trus Joist Attach reinforcement TJI Joist web with 2 rows IOd 360 1'-0" 1'-0• r-O' r6" 5'6• W-O 1'-0" 1'-0• -o" 5'6• e'-0 96• blocking panels: 6 blocks panels S-1/2" dee TJI Joists, or iter than 12" long. rim board Blocking panel between Blocks „ 560 -0• 1-0' 10• z'6• 6'-0 9'-0 1'-0• 1'-0• 1'6• 6'6• 9-0 10'0 1=1, both sides J 210 r-0• I'-0• r-0• r-0• r6• 3'6• 6'-0 r-0• 1'-0• 1'-0• 26" 6'6 diameter maximum for p p to joist with one ad l3 ) common Halls at 6 locking panels S-1/2" deep at E3 or shorter than 12" long, Do not cut flanges, (2-I/2") common nail at ach Joist. Nail to top panel -center, clinched. Use 1B. 230 r-0• r-0• r-0• r-0• r-0" 4'-0 6'-6 r-0• r-0' r-o• V-0" Y-o W-o W-0• Do not cut flanges, each corner plate with connections or shorter than 12" long. Trus Joist Wd (3-1/2") nails with 360 r-0" r-0^ r-0• r-0• s-0 6'-0 9'-0 r-0• r-0' 1'-0• 4'-0 e•-0 10'-o If-e equivalent to decking „ 660 r-0' 1'0' r-0' f-O" 3'-0 6'6 10'-0 I'-0' r-01 r-0• s'•o 10'-0 n'-0• 12'-0• LDo not cut flanges. rim board n schedule, 3-1/2 TJ1 Joist Trus Joist 12 length of 4• r a• 10• u• 1s- 1r a- 8• 8' 10- 1r 1s- 17- rim r rim board ttach g/4" flange widths. 12" length of 18• 36o r-0" 1'-0• r-0• 2'-0" s'-0 10'0 1'-0" 1'-0^ s'o lo'o 1.'. 'o• 13'6• reinforcement to reinforcement 3/4" 660 I-0' I•-0• I'-0• 1'_O W-0 II'-0" I'-0' I'6' 6'6 II'-0• Ir-o" 14'6• 1 1 ttach reinforcement joist web with 3 360 LO" I'-0' I'-0• r-0• Y-O 1-0.10'-e I'-0' I'-0' 2'6` b'-0 II'6' J on one aide at m• Trus Joist rim to oast with ad (2-1/2") reinforcement , J rows lOd (3") sea r-0' r-0• r-0" r-0• r-0• Yo^ u'-0" r '-0' 4'-0 9'6. 12'.6' 14'-6• 1s'6• board " E5, both sides on one side at � common nails at ro on- common nails at ro" at E6 back TWoodable B -intermediate or Cantilever Support v El, both aides ) center. When �j on-center, clinched. ES backer `� g c�»��`gJec a Mini um distance from edge of hole to Inside face of nearest Intermediate or cantilever support horrzorlt in e�` des reinforcing ates e�natla, s+��� Use 2 rows with S-1/2" Less than Less than VXI���e`l ROUND HOLE SIZE SCIARE OR RECTANGULAR HOLE SIZE stagger and Il-1/$n ot �„ G8 �`f �a DEPTH TJI 2" 3" 4• 6.112" 8.1 11• 13• Y r 4' Gln• 8.12 11' 13" El EiW O O E4 TJI outs, Ela E6 O ES Fl �e �� o Not for use with 3-1/2" TJI J 110 r6• 2'6• 3'-0• 16• 16' 2'6• 3•6• 64. Joist flange Widtl"1s e1n~ 230 2'6' 3'-0• 4'-0 8-0 2'6• 3'-0 4'6• 16' 360 3'-0' 4'-0 5'6' 9'-0 3'-0" 4'6 65' ' W-O Filler block Attach 110 I'-0' 1'-0" r 4' 1-0^ r6" 2'6• 6'6' e' With ten IOd l3") box WEB STIFFENER ATTACHMENT 210 1'-0" 1'-0. 2'-0" 4'6• e'-0 1'-0" 2'-0• 3'-0" T'6' 10'-0• nails, clinched. Use ten EXTERIOR DECK ATTACHMENT Option el: 1-1/6"minTmum/Gap: 11-71a' 230 r-0. 2'-0• r6• 5'-0 e'6• r-0' 2'6' 3'6• W-0 V-6 Mod (3-I/2") box Haile from 360 2•-0' 3'-0' 4'-0 1-0-111--0-1 2'-0' 3.6• V-o 6 e' "W-co' sso r6" 3.0. 4•-6 e'-0 Iz'-0" ' 46 6'-0 106.12-0' • each side with 3-1/2" Structural exterior Aplplysubfloor adhesive to all TJI Joist blocking with and „ 2-3/4" maximum 110 r-0' r-0• I'-0° 2'-0' 4'6• e'-0 sr-0• -6 1'-0"0 s'-6 9'0 12'0" Web stiffeners TJI Joist flange widths, sheathing contact surfaces inks installed at 1/3 Joist Ile2 210 r-0• I'-0' 1-0• 26• s-0 e'-0 r-0• 1'-0• 2•-0" 6'-0 10'-0 12.6• required iP sides of Use fifteen nails with Backer block or apart locations using Three ad (2-1/2") box nails, 14' 230 1'-0' 1'-0• 1'-0' 3'-0' s6•I0'-0' 1'-0" 1'-0• 2'6. 6'-0 I0•6"13'-0" hanger do not lateral) FlashT a 360 I'-0' I'-0' 2'-0" s'6• b•ja 12,6• 1'-0' 2'-0' 4'-0 9'-0 @'-0" 14'-0• g y TJI Joist depths Install tight to top Bearing plate: /�a� two Sd (2-1/2 ) clinched support at least 3/8" than the 5'r a 360 r-0' r-o• r6• 5.6• 9'6.13'6' r-0' 3•-0 v-0 10,-0"113'6• 15' greaterflange (tight to ash plate with inside Treated 2x_ o�°� box Halla or Three 16d (3-1/2 ) box Halls 210 1'-0' r-0• r-0" r-0• 3,-0"-s.6• a 6• 1•-0" r-0• 1•-0• _4'6. 9'6.12'-6• Is 6• of TJI Joist top bottom flange with fou of wall or beam ledger X13 2-1/2 screws, „ at 3-1/2 TJIJotst flange widths 16. 230 r-0• r-0• r-0• r6• 4'0 6,6 10'6• r-0• - r-0• s'o 10'6" 13'0. 160" fla a face mount typical 11e2 360 I'-0' I'-0' 1'-0' 3'-0" 66 10'-0'13'6" I' I'-0° 2'-0' Y6" I3'-0° 14'6' 1T'-0" Web stiffener each 660 I'-0' r-0" I'-0° 2'6" Y-0°Ir-O" 15'-0° I'-0" I'-0' 3.6' e'-0 14'6• 16'-0• W-C ' sial. Attach See fastens Trus Joist Opt on e2: (,,, � aide. See sizes with ten 10d (3") table below. Maintain rim board H 4• Ir a- 1r 12- 1s- 1r 4- 6- r• 10• 12- Is' 17- Top box nails, clinched i, 2X_strapping installed below, O pp g 360 I'-0' I'-0' 3'-0" 6'-0 9'-0 15'-0' I'-0' 4'-0 2 distance lmintmum) from 16- flan a at 1/3 Joist span Tight fit 660 I'-0" I'-0" 2'-0` 6'-0 10'0 16'6' 1'-U' 6'-0 Ir-r 16'6• IB'-0"20'-0 ghangP.r when possible. edge Of ledger to fastener. locations using two 20, 306 1'-0' I'-0• 1'-0" 6'-0 n W Web Stiffener Siz W Web Stiffener Siz 660 I'-0' 1'-0" l'-0' I'6' S•6'12'0' 16'-0' I'-0' 3'-0 s'6'14.0• 1Y6' 19'6. 20'6 Allowable Load I Factored Resistance(Ibs) p e p J 1-1/2" 1/2" x 2-5/16" min -5/iro /8" x 2-5/16" min _~ Face monJnt sinker bloc 2-1/2 screws per alai Fastener tion 3: Rectangular holes based on measurement of longest side. hanger both Sides I-W4"rim board 1"a-Rim"' directly applied ceiling las may be located vertically anywhere within the web. Leave 1/8"of web(minimum)at top and bottom of hole. of web with 318"lag bolt 4001630 NA.i N.A. 1-3/4" 5/8" x 2-5/16" min 2-1/2" P x 2-5/16" minima trisingle TJI 112"lag bolt 4751750 325/N.A. When specified on the layout,one or more of - placement. lain trouts are located In web at approximately 12' on canter:they do not affect hole Joist •Alkxsable load datermined in accordance with Ac 124• a three bracingoptions shown 1LmustV be 2-1/16"3/4" x 2-5/16" min 3-1/2" 2x4 -For simple an(5'minimum)untforml loaded outs meets the requirements of current True Joist product ides,one Hl N2 J H3 LA applications. restorers required for wet seMce P nstalled p O maximum size round hole may be tocateid at the center of the Joist span provided no other hon ccur In the Joist. appltcattoro. U • Dtetancea are based on the maximum uniform loads shown to current True Joist product gutdse.For other toed conditions,or hole eoriFTgurattons contact your Trus Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers Q Z BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE la isl2x diameter of the largest hole(minimum) O BEARING AT WALL WINDOW HEADER CONNECTION WALL Joist Fram i ne, I/3 depth Trus Joist rim board Strap per code if , I/3 hIlowed l,ole o o Out only round holes and only o I O zone or blocking for top plate is not E',locktng p in the center ofbeam. panel SaFety bracing(Ix4 �•�^ lateral support continuous over ROUND HOLE CHART pp minimum)at 6'on-center and IB span Allowed bola zone I/3 span header Et BEAM DEPTH MAXIMUMOLE ROUND extended to a braced end Silent Floor Joist framing wall' MOLE SIZE e does not require bridging Fasten at each Joist with For uniformly loaded beams only. I" W q g g two tad(24/2")nails minimum 5-1/2" 1-3/4" or mid-span blocking (see WARNING). - Rectangular holes are not allowed. top flange No holes In cantilevers, See illustrationfor All owed Hole Zone hanger - No holes in headers or beanie to plank orientation. Face mount tat 0 Parallam P5L or hanger DO beyond defaceofoist Al beyond inside face of Rim board JointCAI P4 �I Ll TimberStralld O L3 See current Trus Joist arth ofect untreated wood from direct conte t wan. E2 bettieen Joists TJI JOIST ATTACHMENT at BEARING no, P4 LSL Column literature for framing concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load oollll!� z connectors Tate Joist rim board bearing wall above) one lod(3")box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail Into teach flange 1/ TOP-LOADEDU BEAMS(1) box nail each GS one tad(2-1/2")BEARING AT COLUMN 1-314"Width Pieces: TJI rim Joist side.Drive nails at an angle at Minimum of 3 rows lOd (3" x 0.128") nails at 12" o,c. L3 True Joist least 1-1/2"from I-3/4"minimum bearing cin Minimum of 4 rows 10d (3" x 0.128") Haile at A2 rim board and. at end support 3-1/2" Verify Parallam PSL or ELEVATED COLUMN minimum at intermedt" Timber-Strand LSL 12" o.c, for 14" and deeper beams BEAM ON COLUMN COLUMN BASE BASE LI support column If usingp 12d (3-1/4") or lar er nails, the CAP el LI Shearfransfer:Connectionsequivalenrto capacttty and beam number of nailing rows may be reduced g D t(Onal }Jl fioorpenelnailing schedule bearing length, bg one. norrshrink 52 Rim to TJI Joist See current 3-1/2"Width Pieces: grout Trus Solst rim board or Trus Joist rim literature. Minimum of 2 rows 1/2" bolts O 63 1-3/4"wide(3-)box 3-1/2 wide TJI at 24" o.c, staggered rim (1)lead must be applied evenly across entire nail into each flangejoistTen Roil with Lid TJI;floor beam width.Otherwise,use connections for sldeaoaded beams. 2-1/16"-2-5/16»wide (3')box roils,one each joist O B�ttiris Usie B1 or B2 at Tn rim joistOne 16d 41�of TJI j"�flange dditlonal nailing or bolting may be required with (3-1/z'9 box nog into each L5 Lbs de-loaded multiple-member beams.Refer to current PI P2 P3 De4with ternnediate bearings with blockin g florrge 3-1/2•wide roduct literature. End or Joists panels I IOald bearing or shear TJI rim joist Top Y7ew at centerlf walll from above of support FASTENING of FLOOR PANELS Braced end wan BEAM ATTACHMENT at BEARING Closest On-Center Spacing per Row see note 3 under Trus Joist rim board WARNING Nail Site TJI Trus Joist rim board TimberStrand LSL }{) 1.1 160 and 560 1" 1-112" 12"or wider Microllam LVL Paragam PSL O One 10d(3)box 10 and 210 230,3 Hell each side of lid (2-112')box 2-1/2' 2" 6" 4•' s O member at bearing, 8d(2412")common 3-I/2° 2" 6" 4" 3.1 3" 3" O • I-I/2" minimum from end 10d(3-),12d(3-114")box g" y" 6" ¢" INSTALLATION TIPS O O Drive nails at ansee framing plan(1f applicable)or Framer's Pocket 10d(3"),12d(3-114')common 4-1/2' 3•' 6" 4" 4" 4" 4" Subfloor adhesive will I Improve floor performance,but L4 angle to minimiza6uide for minimum end and intermediate bearing 16d(3412")common N.A. 4" 16 6"u 6m) 8• 6• may not be required, O LA xterior Deck (1)Co.be teduced to 4"onceterwghmaxfmaChment wmnsilpenetrationOfI-Wintotlrenarrowedge. When Joists are doubled at non-load bearing parallel O splitting OF platdengths. partitions,space Joists apart the width or the wall Structural tt Recommended nailing to 12"oin-center in field and 6"on-center along for plumbing or HVAC. O sheathing sheathing edge.Nailing requirements on engineered drawings supersede Additional Joist at plumbing drop(see detalU, O DO NOT use sawn lumber recom ie,.,datloro O for tim board or blocking. Nailing rows must be offeet at least 1/2"and staggered. - O Sawn lumber may shrink WARNING 14 ga.staples may be substituted for lid(2-I/2')nails if minimum penetration Oafter of i" into the TJI Joist or rim board to achieved. �� Protect ��a untreated wood ° SEs 001A39LE f DRAWN BY: MH vy Joists are unstable until braced laterally �, ' Farthest On-Center Spacing peer Row from direct O H3 BracingIncludes: Maximum spacing cf nails le: contact with For Joist widths 1-3/4"or lease: to"on-center For Joist widths greater thars 1-3/4". 24" on-center concrete -Blocking `�''°�'"'� April 01 2007 DO NOT allow workers to walk on -Strut Liras .Rim im Bola d DON T stack ullding materials r Joists on un heathed ists.Stack only FILLER and BACKER BLOCK SIZES Shifted Jot Additional until braced o erbeam Sr walls. I'` - TJIFIangeYVidths 131-7" 2.1r16" 2-5/16" 3-112- Joist INJURY MAY RESULT, t SCALE" 1411 = 1t-Ort ,! i•-- ,_ Plumbing drop Bearing plate to ® : \'• WARNING NOTES: %r r J• fi `- ". 9-112"or' 9112"or 14"or 9-1/2"or 14"or 18"or 11-718" 14"or 18"or be flush with Inslfde A W@ erhaeuser Business sr ) r> r� -pth 11-718" 14" 11-718" 16" 11-718" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked face or wall or y Lack of concern for proper bracing during construction can result in serious accidents. der no'rrn VI conditions if the 2x12+1/2 vertical loads(details BI and 332).Packing out the beam Filler Bloch „ „+ Two Two TWO following guidelines are observed,accidents will be avoided.!1 2x6 ?xg 3/8 3/8" 1/2" In ehlsathT web of a TJI Joist(with web stiffeners)to note , (Detail H2) In i aheathl 2x6 2x812 �.. ' ` ` SHEET N O substitute for squash blocks or blocking parlals. I.All blocking,hangers,rim boards end rim Jolete et the end supporta of the TJI Jotets must ba corpletely ristalled a pr y maned- L 1 cantileverFiller2x6 2x10 2x6•3/8 2x1e +3/8 2xe +In 2xe +in2' 2.Laterals h,like a braced and wait or an existingdeck,must be established at the ends or the b hIs can al ,> fp accomplished by a tenporrg or parmanem deck(sheathing)fastened to the first 4 feet or joists at the a or the b (Detail E4) d'-0" 6'-0" sheathing sheathing sheathing sheathing appllcdol Not Not applicable 4'-0" Ion -0" l0 4'-0" I 6'-0 I long lona g6' ng ong " aril 3.Safety braelrg[two or Ix4(mintmum)must be nailed to a braced and well or sheathed area as in note?and each L-Wf t this, Backer Block* bracing,buckling stdeways or rollover Is highly probable under light construction bade-like a worker or one OP t led Ings' 4.sheath) met be total attached to each TJI oist barons additional loads can be laced on the tem.j' (Detail F1 5/3✓or 314'� I"Net 2xb 2x8 2x12 129 J p " _ or H2) f, 'Ifnewssary,increase rdlerand badrerblock height for face mount hangers.Maintain 1/6'gap at top of joist,see detail W.Filler and backer bock lengths should 5 Enda of Sas must re aim stra safety tin a to on bolo foe top and bottom ant- '��`j'� '••^ * rtt` b.The flergas mist remain strelght within a tolerance of Vl"from true alignrtierr� accomode[e nx)uired nailing wahout sprrtlirg(12"minlmum for backer blocks and 24•mlMmum for Irlerblocks). • s This sheet Is intended as a supplement to the Trus Joist Framers Pocket Guide, which should be referenced for additional information. 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USIA METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I\ oi M G H KING STUDS \ Design Services • RAFTER WALL STUD ENDWALL CRIPPLE STUD u BOTTOM PLATE www.mchdesignservices.com u RIDGE LEDGER BATHTUB phone: HEADER (631)298-2250 • DOUBLE JOIST e-mail: SIDEWALL michael@mchdesign.com 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 NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD OBOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OWER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS. UNDER WALL. ANCHHORR PLATES OF 1ST. FLOOR.CONNECT THROUGH 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 RIM BOARD CHIMNEY RAFTER AS REQUIRED RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN VENTILATION WOOD JOIST ' SIDEWALL FLASHING 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 AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA k__ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0"O.C. �,�� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH tCONTIN.SOFFIT/EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED EAVE 8"- 14" LSTA310 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ACTION '• " CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14„- 16" LSTA316 1-1/4"x36” 18ga. STRAP AND JACK STUDS 8 - 12 RAFTER RT20 21-1/8 x 20ga.TYDOWNI ANCHOR ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED B1�VE DETAIL O 2ND. FLOOR WALL OF FLASHING «.r ROOFING LAPS BASE 00. FLASHING 4 INCHES �""■'� rT1 RAFTER \ F+1 BASE FLASHING WRAPS CORNERS, / \ RIDGE CAP OF SAME V / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING A SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Q Z Q� SHINGLES AT BASE MIN.4 INCHES THROUGH VENT r� -� O WOOD JOIST" P1 TOP PLATE M� SIDE WALL FLASHt� GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48-OC ( G WOODJOIST � 1�1 a 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 RAFTER AS t0 FORM DRAINAGE CHANNELS AND V� INSTALL 4'0"O.C. PREVENtCAPILLARY ACTION 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 0 RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE 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 y 8"-16w 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 PLATEIWALL SPTH4 STUD PLATE ANCHOR; PLATES TO EACH STUD OF ROOF 0 DBL. SILL PLATE TERMITE SHIELD A= SUBI=LOOK SILL GASKET - �"' WOOD JOISTS CONC.SLAB NEOPRENE TYP. CONC. FOUNDATION n6 MIL.POLY GASKET , 2x6 /2x8 CONTINUOUS WOOD PLATE - w DAMPPROOF EXTERIOR V GRANULAR FILL a -'" , 1/2 BOLTED D DIA. BOLTS LBE o cITSTAG . EMIL POLY ON EXTERIOR r V d STEEL COLUMN `A ROOF JACK \� �\\ D n C n CONC.SLAB `. `o o `4 // I I \` �� �� STEEL BEAM ° V COMPACT FILL o _ eb C23 4 x 1/4 x 81 STEEL ROOFING LAPS '� ' TOP AND BOTTOM PLATE ° 4 a / FLASHING AT , WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING e n �` A'3 4_ A CONC.FTG. o' '61& G a ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ' I 1/2" GROUT a , 0� •' o 0 0 ' (USP LBPS58 OR BP583) p REINFORCING BAR FOUNDATIONI 5/8"DIA.ANCHOR BOLT _ ( 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS i ( 10 KIPS 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 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS VENTS DETAIL � � r SUBFLOOR CONC. SLAB 6X6 10/10 WWM DOOR FRAME �— COMPACT FILL ' DOOR E I I 0---- JOIST ' USE 2X8 FOR BLOCKOUT STEEL BEAM DRAWN BY: MH r<' 4" SLAB _ P.T. PLATE W/ 6X6 WMM SLOPE ---® NOTCH JOIST AND ADJUST HEIGHT Aril 01 2007 ' 1/2"AIR SPACE DRIVEWAY p a' AT END AND 13 � ° n' ° ;a °a D o (WITH A NAILING PLATE IF NEEDED) IDES OF WOOD p ° ° TO BE APROX. 1/2 OR HIGHER THAN GRADE 4 �; -Z�-'-- Z�"-'z - o' D ' D STEEL BEAM TO ALLOW FOR SHRINKAGE " � '1 BEAMs o o a ,- SCALE. 1/4 = 1 -0 s ` a 4 4 D a, (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. • �c,, `n D o 1" o 0 10 MN. NOTCH BEAM FOR MUDSILL IIF REQUIRED- MAXIMUM DoD IIF—=Ii I i II I 'I SUBFLOOR • 4 •" REINFORCING BAR = NOTCH EQUALS 1/4 DEPTH OF BEAM . • o •I . D s REINFORCING BAR a,, e 4 p° e •D >D - �_'I OIST E t; ;" 1 -} SHEET N O" DRAIN TILE o s° ° 1 SHEET METAL/30#FELT UNDER BEAM AT POINT L- 'n ° ° �° 12 STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK —� i� i i TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. IA °„ SHIMS TO LEVEL BEAM PLATE(BOLTED A ) �* REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR SLOCKOUT BEAM POCKET 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, II 4"MAX. KING STUDS Design Services t 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT www.mchdesignservicesxom RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS phone: MODERATE SLIGHT TO (631)298-2250 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - e-mail: RAFTER JACK STUDS michaet@mchdesign.com M RAFTER-TO-LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR R,4ILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 189a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP 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 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGED ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY 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 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete RAFTER footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. HANDRAILS RAFTER 4). Deck joists to have blocking at 8'0 o.c.. 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 to girder(s). RIM/DECK JOIST o OPEN 13ALU5TER ATTACHED TO WALL WALL STUD WALL STUD 0 8).Covered Roofs shall be assembled and anchored the same manner as a typical buildings. 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 OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS CONNECT EACH NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN RAFTER/PLATE RT15 TYDOWN ANCHOR 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 ROOF SHEATHING: EACH RAFTER JOINT DESCRIPTION Qom, SPACING NOTES .•r STRUCTURAL PANEL 8d AS PER TABLE 3.8 4 MAX WFCM-SBC 4" DIA. MAXIMUM GIRDER/HEADER U ROOF FRAMING: A GIRDER/HEADER Cl Z JOINT DESCRIPTION NAIL NAIL NOTES o QTY. SPACING W 0 ? JOIST POST/COLUMN ° O° RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL A ° TOP PLATE 10'WALL:4-8d COMMON RAFTER POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH ~� TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL 10-4 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE W 0 GIRDER/HEADER CAIN G JOILLEL ST AS PERTER ITAB BC LAP NAIL UJ E 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL V! LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACETO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUIMN BLOCKING EACH TOE LOCATION USP NUMBER DESCRIPTION APPLICATION DGIC�PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUIMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2-8d COMMON END NAIL y JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR 1CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUIMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END TO RAFTER END NAIL 0 ^^ __ F4 &..m ° ® STU WALL FRAMING: a"' BEARING PLATE GIRDE JOINT DESCRIPTION QTY SPACING NAIL NOTES ° ' ' a D TOOP PLATEP PLATE O 2-16d COMMON FOOT PER FACE NAIL ° WOOD JOIST V A > TOP ER ACTIONS 4-16d COMMON JOINTS INTDE NAIL tAv LEDGER •A ; STUD TO 2-16d COMMON 24" FACE ° GIRDER/HEADER (I CONCRETE PIE STUD O.C. NAIL WOOD JOIST HEADER TO 16d COMMON 16"O.C. FACE WOOD JOIST A HEADER ALONG EDGES NAIL V V A ; v, TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END A" PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL V FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x BOTTOM PLATE TO: PER (MINIMUM) FLOOR JOIST, BAND JOIST, 2-16d COMMON FOOT FACE NAIL FOR HEADER HEADER/GIRDER-TO-POST CONNECTION CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I END JOIST BLOCKING LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS ROD I TO ALLOW FOR SHRINKAGE. REQUIRED I I (2) BEAMS PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIER FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER DECK FRAMING: NAIL TOP PIECE OF SIDING AND JOINT DESCRIPTION QTY SPACING NOTES LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL EACH TOE 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TODGING JOIST 2-8d COMMON END NAIL DRAWN BY: MH CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOE EN WOOD JOIST MINIMUM 2-8d COMMON D DISTANCE TO JOIST END NAIL April 01 2007 BLOCKING BLOCKING TO: 3-16d COMMON BLOCK EACH A4L P r SILL OR TOP PLATE N s__. = MINIMU , A LEDGER STRIP 3-16d COMMON EACH FAC , SCALE: 1/4" 1,-o„ FLOOR FRAMING o • o END NCE P % TO BEAM JOIST NAIL «' '��.; 2x JOISTS •'° •• 12"x12"x12" - v V Av JOIST ON LEDGER 3-8d COMMON PER S. TOE- ; O n. 00 �.g; CONCRETE FOOTING �' TO BEAM JOIST NAIL'' WOOD GIRDER c A c A BLOCKING FORBAND JOIST PER '` END LAG BOLTS JOIST HANGER �VV TO JOIST 3-16d COMMON JOIST'/ AIL " r''' YSHEET NO" HOLLOW COLUMN UPLIFT BAND JOIST TO: 2-16d COMMON PER'., t ATO NAIL RIM JOIST/BD. D o SIMPSON STRONG TIE MODEL STRRi/2 SILL OR TOP PLATE FOOT SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION , PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECKIPORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING PH M C H Design Services N'YS ENERGY COMPLIANCE NOTES FOUNDATION: www.mchdesignservices.com phone: CRAWL SPACE: (631)298-2250 WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE }. e-mail: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, michael@mchdesign.com WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. i R ES ch e k Software Version 4.0.1 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. ■ ■ ■ 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. I ' c ca eo L[" pliant; BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. . ; ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. Pr 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: Report Date: 04/01/07 i). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Data filename: C:IPro ram FilesXChecklRESchecklPARKS.rck SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. 9 ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Energy Code: New York State Energy Conservation RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Construction Code RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Location: Suffolk County, New York CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. Construction Type: Detached 1 or 2 Family 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. Heating Type: Non-Electric SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS IST. FLOOR DECK: Glazing Area Percentage: 2"i°fo ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Heating Degree Days: 5750 BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: Construction Site: OwnedAgent: Designer/Contractor: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER PARKS FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. NASSAUPOINT ROAD MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: NASSAU POINT, NY 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. 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. w •;F . .„. �t ss aAtgw : * TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER EFO E INSTALLING THE UNIT. THISINCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: ['� . 1I! : ' .�.■ SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: w1 i). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE GONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Ceiling 1: Flat Ceiling or Scissor Truss: 1465 30.0 0.0 51 Q U 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. A 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE Wall 1: Wood Frame, 16" o.c.: 1346 19.0 0.0 64 Z HVAC SYSTEM EFFICIENCIES: BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN Window 1: Wood Frame:Double Pane with Law-E: 36 0.330 12 W O ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: Window 2: Wood Frame:Double Pane with Law-E: 169 0.340 57 04 MINIMUM EFFICIENCY STANDARDS. 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Door 1: Glass: 80 0.330 26 HVAC CONTROLS: CEILING WITH ADHESIVE. F.•� C� 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 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space: 1465 38.0 0.0 38 � � Z CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING)AND/OR 85 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 � g a ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. The proposed building represented in this document is consistent with the building plans, specifications and other calculations submitted LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO DROPPED SOFFIT ON INTERIOR WALL: p ply p p y g rgy PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60/ RELATIVE USE PLYWOOD DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING CAULK AT Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of O HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TOP PLATES. his/her knowledge, belief, and professional judgment, such plan or specifications are in compliance with this Code. TEMPERATURE. P4 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN INTERIOR SOFFIT ON EXTERIOR WALL: Z VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. -13 GRAVITY DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS FRAMING INTERIOR SOFFITS OR UTILITY CHASES. Name - Title Si e D to DUCT AND PIPES:PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. n UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES PREVENT WIND WASHING. MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. THE INSULATED ENVELOPE OF THE HOUSE. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 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 191A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES. UL 1818 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT 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. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND REDUCED MOISTURE: ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS 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 AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY DOCUMENTATION OF R-VALUES: IF THERE IS A GAS RANGE. FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: DRAWN BY: MH MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. April 01 2007 KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: p INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. SCALE: 1/4" = V-0" SHEET NO: - n� f A M C H GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: Design Services 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 www.mchdesionservices.com When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE 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 BUILDING HEIGHT 22'-8" phone: CONSTRUCTION NOTES: TOP PLATE 10'WALL:�-8d COMMON RAFTER TOE-NAIL GARAGE: 821.1 SQ. FT., POOL HOUSE: 552.2 SQ. FT., STORAGE: 201.1 SQ. FT. (631)298-2250 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION 2ND. FLOOR LIVING SPACE: E: 5.2 SQ. FT. DECK: 495 SQ. 1.1 e-mail: intent and framingdetails.The are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3�-8d COMMON EACH y g 9 P P TOE-NAIL michael@mchdesign.com 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 TO TOP PLATE 10 WALL:4-8d COMMON JOIST 9 g y P g g P p DESIGN CRITERIA 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 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 WFGM-SBC LAP NAIL 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 WFGM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE 40 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 TO RAFTER WFGM-SBC END NAIL 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 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ( ) 40 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 NAIL NAIL GAURDRAILS ANY DIRECTION 200 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 NOTES QTY. SPACING precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY C 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 PLATE TO 2-116d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4- 116d COMMON 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- 116d COMMON O.C. NAIL EGRESS ym 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 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&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 2-116d 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 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 116d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 4 FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST BAND JOIST2- 116d COMMON 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. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: HAZARDS 2).All footings to rest on undisturbed (virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 45 LBS. 120 B SEVERE 3 FT. 11 NONE 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 0 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 be Any new concrete walls being attached . existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 -8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar, 18" long at 12"o.c.. Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5). Unless otherwise noted,all slabs on grade to be 2500 p.s.i.. Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES: 1,3 �� W poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ 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 BLOCKING TO: EACH TOE " " SEE NOTES: 1 (BOTH FIELDS) �' 1 3-�16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. V 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 A 6). Crawls aces to be provided with a minimum 18"x24"access opening. Install one 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 Q Z .� p P P g' attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.-8dCOMMON PER TOE NOTES nW 19 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Fri 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 JOIST 3- 16d COMMONJOIST 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, H 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 JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. rte, O ) g t SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored 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 long anchor bolt with washers and nuts. ROOF SHEATHING: 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 NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For O 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 CAI D Unless otherwise noted, all framing and structural wood material to be#2+BTR. (]�,. ,.� � Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Q� Z 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTIONQTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1,3(BOTH FIELDS) 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 / s� O g 5d COOLERS L.:.. WALLBOARD 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 " °� @ openings. LVL headers to have (3)jack studs and (2)full length studs on each side of 6). Concrete piers shall be a minimum 6 above grade. 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 fireNAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY 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 galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6"O.C. FIELD 2).Tabulated 12 inch o.c. 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 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. WALLBOARD I 10"O.C. FIELD 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 80 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 QTYSPACING 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 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior,sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 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 Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. and to form an effective fire barrier between stories,and between a to story and the roofs ace. 1). Nailing requirements are based on wall sheathing P rY P 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 following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 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. such as shear plates,shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed • MH approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected using parallel rows of studs or staggered studs. DRAWN BY: torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, April 01 A r 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 tot - 16d nail per foot. drop ceilings and cove ceilings. p , 2007 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. Enclosed spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R314.8, N.Y.S. Residential Code. SCALE: 1/4" = V-011 AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY ; 4).At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED, SHEET N O: 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. V