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HomeMy WebLinkAbout34432-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 5/20/2011 CERTIFICATE OF OCCUPANCY No: 34957 Date: 5/20/2011 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 415 THIRD ST NEW SUFFOLK, SCTM #: 473889 Sec/Block/Lot: 117.-9-19.2 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 10/2/2008 pursuant to which Building Permit No. 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: two story addition with unfinished basement and alterations to an existing one family dwelling as applied for. Lot No. filed in this officed dated 34432 dated 2/12/2009 The certificate is issued to Roussan, Stephan (OWNER) of the aforesaid building. SUH~'OLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 10/20/09 R10-09-0048 5/6/11 4026064 9/25/09 Cutchogue East Plumbing & Heating ~' Authorized Signature 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. 34432 Z Date FEBRUARY 12, 2009 Permission is hereby granted to: STEPHAN ROUSSAN PO BOX q NEW SUFFOLK,NY 11956 for : TWO STORY ADDITON AND ALTERATIONS TO EXISTING SFD AS APPLIED FOR. HEALTH DEPT REQUIRED PRIOR TO ISSUANCE OF CO. at premises located at County Tax Map No. 473889 Section 117 pursuant to application dated OCTOBER Building Inspector to expire on AUGUST 415 THIRD ST NEW SUFFOLK Block 0009 Lot No. 019.002 2, 2008 and approved by the 12, 2010. Fee $ 509.60 Authorized Signature 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 1% lead. 5. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Old or Pre-existing Building: t~ (check one) Street Hamlet Owner or Owners of Property: Suflblk County Tax Map No 1000, Section Subdivision PermitNo. '~'flO01'q~)c~ 7_._ DateofPermit.~) I~1©q Health Dept. Approval: Planning Board Approval: Block Filed Map. Applicant: Underwriters Approval: Lot: Request for: Fee Submitted: $ Temporary Certificate Final Certificate: (check one) : Ap~¥~ant Signature~" - lq. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by QC ELECTRIC ROUSSAN & WILDER PO BOX 518 415 3RD ST NEW SUFFOLK, NY 11956 LAUREL, NY 11948-0518, Located at 415 3RD ST NEW SUFFOLK. NY 11956 Application Number: 4026064 Certificate Number: 4026064 Section: Block: Lot: Building Permit:. BDC:nsll Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement. First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the2sth Day of September, 2009. Alarm and emergency equipment Sensor 2 0 0 Carbon Monoxide Appliances and Accessories Exhaust Fan 2 0 F.H.p Miscellaneous 1 gfi protected 50a disconnect for self contained hot tub Service Service Disconnect: 1 200 cb ServicelPhase3w Service Rating200Amperes Wiring And Devices Dimmer 1 0 120 V Fixture 2 0 Fluorescent Fixture 4 0 Low Voltage Fixture 19 0 Incandescent Paddle Fan 3 0 Receptacle 2 0 20a4aundry Appliance Receptacle 2 0 GFCI 5ca! Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ' '~-' BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Q.C. ELECTRIC ROUSSAN & WILDER PO BOX 518 415 3RO ST NEW SUFFOLK, NY 11956 LAUREL, NY 11948-0518, Located at 415 3RD ST NEW SUFFOLK, NY 11956 Application Number: Certificate Number: 4026064 4026064 Section: Block: Lot: Building Permit:. BDC: g-- Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: r~ Basement, First Floor, Second Floor~ Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the2sth Day of September, 2009. Name QTY Rate Rating Circuits ~ Receptacle 34 0 Gen, Purpose Switch 31 0 Gen, Purpose seal 2 or' 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated, ~ra~rJ~rJ~r~ra~r~r~r~ra~r~r~rJ~rJ~J~rJ~r~rJ~rJ~r~a~a~r~r~r~r~ra~r~r~r~rJ~r~~~~~1 r~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York I 1971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ~ ~q ~ O~ 7 Owner: ~'~Q~"~ ~ (Please print) Plumber: ~--' (Please print) lead. Sworn to before me this F'~ ~ day of ~)~_.JU_, 20 (.~ ~ I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Notary Public, ~ u .y~" County .01VA6186177 quMi~d h ~k ~ ~ ~ ~ 28,~12 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~OUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INNSPECTION [ ] FOU~iDATION 1ST [ ] ROUGH PLBG. [~:.~FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ REMARKS: ~/~/~-~h~ ~ / ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PE#,-~.ATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION L~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~ ~~ ~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ~)~/RRE RESISTANT PENETRATION REMARKS: INSPECTOR~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [(~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: _ INSPECTOR DATE Mark tC Schwartz, AJA- Architect, PLLC P.O. Box 933 Cutdaogue, NewYc0tk 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 ~ebruarvll, 2009 Southold Brrilding Department P.O. Box 1179 Southold, New York 11971 Re: Roussan and Wilder House 415 Third Street New Suffolk, New York (SCTM# 1000-117-09-19.2) To whom this may concern: I have inspected the septic system at the aforementioned property and find it meets the requirements for a residence with three to four bedrooms. This project creates a house with three bedrooms and a Den, therefore I certify that the septic system is adequate. Please call this office if you have questions or require additional information. Mark Schwartz Roussan&WflderSeptic FOUNDATION (2ND) -- / ~ ROUGH FRAMING & PLUMBING -- INS~ATION PER N. Y. ~DITION~ COMMENTS TOWN OF SOUTHOLD BIglLDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined (O ( 7 20 C~ Approved T-~ { [ ~, 20 O~ Disapproved a/c BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: ,~,,~/t~ .~, ,~'/~' Phone: Expir~~ - ~, ~ ~"2~L~/ ~¢5 ~t"~ t ' Building Inspector L~Q~3L----APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 7.3 4 -¢/£f ,20 ,/ / a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Depa:tment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, ,and to admit authorized inspectors on premises and in building for necessary inspections. ~/~ (Signature of applicant o n~ e, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 LicenseNo. Electricians License No. Other Trade's License No. Location~l~_of landT.on/./L~proposedwhich 'fT work will ,,4,/~,~be done: f(./ffd C/~ House Number Street Hamlet County Tax Map No. 1000 Section I/7 Block ~ 7 Subdivision Filed Map No. (Name) Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~/A/~'(~_~ ~'.~ r~/C ~ /'~' ~ / b. Intended use and occupancy J'~/~ -~E Nature of work (check which applicable): New Building. Repair Removal Demolition Addition p~ Alteration Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, cg,mmercial or mixed occupancy, specify nature and extent of each type of use. 7. D~menslons s .... g tructures, if any: Front Rear .Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size oflot: Front~'~--~ Rear .Depth _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 13. Will lot be re-graded? YES NO ~ Will excess fill be removed from premises? YES __ 14. Names of Owner of premises/~#v£/4~ 4 ~ 0£~ddress Phone No. Name of Architect 3°¢/4ov,4~g.T'~- Address Phone No Name of Contractor Address Phone No. INOX 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ufa tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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 fe., or below, must provide topographical data on survey. STATE OF NEW YORK) (Name of individual signing contract) above named, (S)Heis the AC ~*.~7" /~te'~ C~~ (Contractor, Agent, C~orate~ffic~, being duly swum, deposes and says that (s)he is the applicant etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. 200~' Swum to before me this · Notary Public CONNIE D. BUNCH Notagt Public. State of New York No. 01BU6185050 Qualified n Suffolk County , ,.;ommiss on Expires April ]4, 20 ~ ~pplicant /~ .//.?_~_~-.,..,. OF SOUTHOLD PKOPERTY RECORD CARD OWNER /" STREET /--7//~' VILLAGE DISTRICT SUB. LOT / AGE BUILDING CONDITION ~ I . N~ ' NO~L BELOW ABOVE FRONTAGE ON WATER Fo~ Acre Value Per Acre Value FRONTAGE ON ROAD~; ¢~, Tillable 1 BULKH~D fillable 2 D~K W~lond / - ~wamplond ~rushland 4o~e Plot M. Bldg. Extension Extension Extension Breezeway Garage O.B. [i,~undat'°n j Basement Ext. Walls F~re Place Patio Driveway i i [Floors !Interior Finish Porch Porch Heat Roof Type Rooms 1st Floor Rooms 2nd Floor I Dormer bearer is duly li~flsed by the C, eunty of Suffolk SUFFOLK COUNTY E~CUTIV~$ HOME IMI=EOVEMENT CONTR~,CTOR LICENSE MICHAEL W DEGEN 35037,H U-26.3 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This cerliflcate can be validated on our web site at https:/N~ww.nysif, com/ce~dcertval.asp ~ by calling (888) 875-5790 VALIDATION NUMBER: 817943463 APR--0~--2009 08:~0 A~ COTT£~ CO¥£RA~E INS. 651698609! INSURED Cotten Coverage Insurance Agency, Inc. 530 Horseblock Road P. O. Box 557 Farmingville, NY 11738 M, Degen Corp, 41) Red Bridge Rd CenterMortches, NY 11934 ~E IS 18SUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO R~GHT$ UPON THE CERTIFICATE HOCDER. THIS CERTIFrCATE DOES NOT AMEND, EXTEND OR ~!gS BELOW. ALTER THE COVERAGE AFFO~_mr_n BY THE pr1 iNSURERS AFFORDING COVERAGE INSURER D: COVERAGES ~ ~,SURER E: NAIC # aUant ~IClE$ OF INSURANCE~ BEEN ISSUE~HE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO~ ANY REQUIREMENT. TERM OR COND{I'ION OF ANY CONTRACT OR OTHER DOCUMENT 'WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN i$ SUBJECT TO ALL THE TERMS. EXCLUSION8 AND CONDITION8 OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAy HAVE BEEN REDUCED BY PAID CLAIMS, A -~_--_~ u~.uw L03~-005~$S 04/1~/05 04/1~/05 ~cH occu~tuct * %000.000 u~O ~xP ~f ~ pmo.~ $ 5,000 -- --~ .~SO~LS.mWNJU.y I S 1.000.000 RE: PERMIT # 34217 CANCELLATION TOM & KATE DESPAGNI 805 LITTLE PECONIC BAY RD C UTCHOGUE, NY 11935 AC,~b 2S (2001/08) © ACORD CORPO~RATION 1988 New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FI.R, MELVILLE, NEW YORK 11747-3129 Ph~: (631) 756-43~O CERTIFICATE OF WORKERS' COMPENSATION INSURANCE M DEGEN CORP 49 REDBRIDGE ROAD CENTER MORICHES NY 11934 POLICYHOLDER M DEGEN CORP 49 REDBRIDGE ROAD CENTER MORICHES NY 11934 CERTIFICATE HOLDER TOM AND KATE DESPAGNI 805 LITTLE PECONIC BAY ROAD CUTCHOGUE NY 11935 POLICY NUMBER CERTIFICATE NUMBER I 1370 301-2 578359 PERIOD COVERED BY THIS CERTIFICATE DATE 10/26/2008 TO 10/26/2009 4/3/2009 THIS IS TO CERTIFY THAT THE POLICYHOi. DER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 1370301-2 UNTIL 10/26/2{)09, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, .NND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY~ IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 10/26/2009 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITI'EN NOTICE OF SUCH CANCELLATION WlM. BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYANDCONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. U-26.3 NEW YORK STATEINSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/hvww.nysif.com/cert/cartval,asp or by calling (888) 875-5790 VALIDATION NUMBER: 817943463 N FLOOR FIRST FLOOR NEW KITCHEN I/`4 EXIST. C.O. TUB ]/,4 MASTER BATH 114 LAV. I/4 EXISTING FIRST FLOOR PLUMBING SLOPE" 1/4" PER FOOT PITCH TO DRAIN BASEMENT BROUSSARD-BURGOS PLUMBING RISER DIAGRAM N.T.S. 10-14~08 EX1STING 3'¢. ROOF VENT -- E×IST 3' 3 TO COUNTY FFpT. EXI.ST OI= HOUSE 5.E P-.VICF5 TI~P APPP-.OV'~_ P 5EW"[_ E Lli, E. Mark K. Schwartz, AIA- Architect, PLLC P.O. B~x 933 Cutchogue, New York 119~ Pl~re: (631) 734- 4185 Fax: (631) 734 - 2110 February 11, 2009 Southold Building Department P.O. Box 1179 Southold, New York 11971 Roussan and Wilder House 415 Third Street New Suffolk, New York (SCTM# 1000-117-09-19.2) To whom this may concern: I have inspected the septic system at the aforementioned property and find it meets the requirements for a residence with three to four bedrooms. This project creates a house with three bedrooms and a Den, therefore I certify that the septic system is adequate. Please call this office if you have questions or require additional information. Roussan&WilderSeptic iU.ILDIN~G PERMIT EXAMINER CHECKLIST krchitect/Engineer: ICTM# [000- \~,..~_ C~ \q'& Subdivision: 'roperty Address: *Dare Dca bmitted: /D /o~ /i~ 7 *Date Reviewed:/d/ 7~/05~ 5 Owner: smnated Cost: Zone: ~ ti'gO Conformi~g?]~ Inilding permits (Open/Expired): BP -Z / C/0 Z- , lnfb: BP Z / C/0 Z- IP -Z / C/0 Z- , info: BP -Z / C/0 Z , [nfo: BP -Z/C/0 Z- Pi'e COs ?~t~ , Info: llugle & Separate Search Required? Y or N Determination: [BQ. Lot ,qi$.e~.~(O 019 O ACT. Lot Size: 7/5~2- REQ. Lot Cox,. ~ ACT: Lot [BQ. Front~5 ACT. Front /gP ILEQ Side/¢/'~f~ ACT. Side.~O ~//- REQ. Rear__qj~' _ PROP. Rear / Height ACT. Height ~rojeet Description:/0~2(~_.~t--~, '7 rgaterfrout? Y or~r fyes, waterbody: - Panel# ~ F'lood Zone: Bulkhcad/BhlffDistance: kDDITIONAL APPROV~QUIRED~ ' ~uffolk (~Otlll(y llealih~ol N - If yes, ~Bcd~: ~ Date: / / ~Permi(~: Town If uo, ce~ tificalion required: Y or N Received: Y or N By: DECk em ~}c 9n/~s Y o~ ~)aic: / / Permit tt: (~r NJ Letter- Notes: ]outhold Tlustees: Y o~ ~Daie: / Permit fi: o~ N,ILctlcr Nolcs: .¢outhold ZBA: ¥ ol iq ~ l)ate: / / Permil ~: [No(es: ~outhold Pla~auing: Yot N Date: / l'ermitti: town Landmark C of A: Y or~'DTE: .... /_ - Notes: *NYS (-?ODE Compliance (page 2): Y or N Fee Structure: Second Fk~or: ~ / O SI: Other: SF Calculation: ~ Initial Fee: + Addition~tl Fee ( ): + Initial Fee: + Additienal Fee ( .): NEW YORK STATE CODE COMPLIANCE CIIECI(LIST CLIMATIC/GEOGRAPHIC DESIGN CRITERiA: Grountl 8now Load: 45 .J' Wind Speed: 120MPH Weathering: Severe J/~ Frost Depth: 36"_/,'/'Fermite: M-H /' Decay: S-bi Design Temp: 11. /~ llce Shield Underlay: YES __ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: Seismic Design Category: HEIGHT/FItLE AREA: TYPE OF CONSTRUCTION: - DESIGN CtLITERiA: ENGINF~ERED~PTIV~ FULL FRAMING DESIGN ELEMENTS: IIEAIOERS: Y/N WALL STUDS: Y/N CEH~ING JOISTS: YflN FLOOR JOLSTS: L~{BER SPEC[ES A~D (.;I~I)]N YIN DESIGN LOAD CALCI JLAT[ONS: N WINDOW AI~D DOOR SCHEDULE MI~SLI; '['E~T R U[ILEMFNTS EGRESS S.7~F. ~N VENT 4% :~N NA[L~G/CONSTRUOTrON SCHUDUI' ' ,E~ P I ,U I',~ B Nq (3 R 1 S R/1% D I /~ GIiA2 LOCATION OF FI]/E PR()TE(2TION FQ[JIPh1ENT I~,() C)I; I>, AJiTERS: Ei'CER G Y CAI,CS IOIAL COMPLIENCIL? Y/N (P. ETIII~,N TO I'A(;F ()NE~ Mark K. Schwartz, AIA- Architect, PLLC P.O. Box 933 Cutchogue, NewYcrk 119~ Phore: (631) 734 - 4185 Fax: (631) 734 - 2110 P.Oo Southold, Re: York 11971 Wilder House To whom this may concern: The septic has recently been pumped out. The proposing hereby certify that the capacity not be adversel) premises is in proper working condition and residence has four bedrooms and we are The flow rate has not increased and I service of this system will Please call ! Mark Schwartz Roussan&WilderSeptic Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971 0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 28, 2009 Stephan Roussan PO Box 42 New Suffolk, NY 11956 RE: 415 Third Street, New Suffolk TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Building Permit: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. 1ll2~([V~ A fee of $25.00 Final Health Department approval. Plumbers solder certificate (all permits involving plumbing after 4/1/84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. 34432-Z addition/alterations ,-, MEETS AND BOUNDS TAKEN BY: P~VISIONS:  ~ ~ N/O/FFUDJJN~KI JOE INGEGNO, LICENSED SURVEYOR I I / [CONNECTEDTO SO~O~COU~AT[m AND SUFFOLK COUN~ TAX MAPS , / O1~0417.10.18.i / F ~EEN ~P~R o · ~ ~ SUFFt~LKC ~L, NfY[,E?AR'~MENI OFI~EALT~SERX'('Efi ~ 1~-HT-0g-1".3 '~ I0~ 11710 I1 ~Y 6 ZOl ~ J 2~55 JAC~ON ~, 515 THIRD N ,O / FJ~E' 'P~E ~ ~ ~~ ~5 ~ {NOT (ONNE~ED TO SUFFOLK ~O~ 'ATE'J /  - ~ A~ovv m ACC0~O*~C~W~T~ BOA~00~ '{. A~ '""'"~'('~ ~r ~~[ REVIEW D :TERM rNATION ~TE~R 2 2 t011., ~ TE~ ~'~[~ (D~ELOPED) (D~ELOPED) ~ATERM~ER SITE S~LE: 1" = 40'-0' gl :~ ;~d ~- ~v~ tlo~ ~: '":~' S-1 MEETS AND BOUNDS TAKEN BY: REVISIONS: JOE INGEGNO, LICENSED SURVEYOR DATED: JUN 26,1999 AND SUFFOLK COUNTY TAX MAPS . ND'~ 8' DIA., 6' DEEP PRECA~- / LEACHING POOL REPLACED THE ~ SHEDON E ~ 1 / ...... t..f. _~ , ---,, .o~ ~_ ~ -_.~ ~ ~ ~ISTIN610~GAL E EXPANSI~ /' / ~ PRECA~Ic~NK EXlmNa C~SS.O~" -, z ~X ~ ~o~,~/~iX',' / ~ ~ N / O / F MARY HOLLAND ' / ~ ~ ~ ~ N / O / F ~REN GANDOLFI 1000-117-09-19.3 / ~ ~ ~ ~. 1000-11740-17 2155 JACKSON ST. ~/ ~ ~ ~~ ~ ~' 5~5 THIRD ST. oHOU5 No.N/A :.~.q.~.~> ~ b HOUSENo. 415 ~O.Sa ~HOUSENo. 515 : .' '~Nk (D~ELOPED) (DEVELOPED) W~ M ~E~ .,...~,~. WATER M~ER EX. WELL , . SITE ~ 29' 28' LP1 45' 49' S~LE: 1" = 20'-0' o LP 2 45' 41' ~: s-2 A B ST 29' 28' LP 1 45' 49' LP 2 45' 41' EXISTING .t SToRy FRAME HOUSE }ACKSON STREET BACK PLAN MAIN STREET F-Y~s~NG 2 STORY FRAME HOUSE EXIST/HG 1 STORy FRAME blOUSE Mark K. Schwartz, AM -Architect, PLLC Roussan mad Wilder House - Room Fh~sh Schedule Room Floor Wails Ceffing Remarks 1~l Floor: I.n si Flora Hall Wide plank pine, Gyp hd. G~ bd IP/,ISITNG ! STORy FRAME HOUSE P, O0~ PP. AINA~ - 5~ 5ira ., N/O/F GANDOLFI RE$¢hec.k SoRware Version 4. L4 Oompliance Certificate SETBACK CALCULATIONS G PLOT PLAN 1 "= 10'-0" N/O/F DA WSON J I~CUI~P AREA CALCULATION8 8CTM# 1000-117-09-19.2 N REVISIONS 0 D~WN: JG S~LE: ~ NOTED JOB ~: ]ANUAEY 22, 2008 SHE~ NUHBER: REVISIONS -- WINPOW %H~PLL~ %j~.,~i~MarkK. $chwartz, AIA -Architect, PLLC ?/g gff~ ENraC ~ O~NmMd N~5 ~ ~ m~.~ c~2~ ~'-,,,~,-~/s,, Compliance Ce~ificate ~~ ~ Rouss~ ~d Wilder House - Room F~sh Sched~e ~ ~p~ CW~4~ ~, .~m,~ 4,~ ~/ ~11 MAIN STREET Room "oot W~s C~g Remarks ~rL P~J~. T,,~ ~fl & ~ I I TION NewNew~&T.V.~oom ...... , pet 'eFaintG~M' O~bd.~i~[Ni c~) ,a~ ~'-c' .~'-~ w~.' ./2'. ~r. ~ubb N'tlUNe&O°t¢NEO:C '~ At,L I'HE CONSTRucTIONm, S~ ALL PLUMB N( ' CO~Es Of N~W YORK S1 a/E.T~STING BEFORE 20 ER/NG ~o~v~s~ ltl / '~ ~*"~'~ PANCv 004' ,, I AppE)VEDASNOTED ~ ' TEST]N: ~ -~ l~C{ G~ ~ FEE I///,'////~IURY~~?~ ~, I I ~ ~-~YORKSTATE, NOTRESPONSIBLEFOR ~ //~'~//~-~ ~ k~ I / t~TM DESIGN OR CONSTRUCTION ERRORS. ~ ~ ~//I ~ ~//// -~ [ / I ' ~ PLIRSIJANT TO CHAP~ER 236 J CF THE TOWN CODE. F~HE HOUSE , , 58'- , ] [ , 6u COMPLY WI i H ml.L U~Ub~ UP 19'-'6n NEW YORK STATE & TowN CODE S ~ ~' ~2' e'* ____SO HCLD TOWN ZBA Z ..... SOL ;'HOLD TOWN TRUS~ EES ~ ~ ~N )00'0 ~ ~e~oe ~o JA~EET ~? ~ ~ }~_ S~LE. ~ NOTED ]-'~ ~ ?4 '( SEPTEHBER 22, 2008 A ~TING SOUTH ELEVATION ~o,TING FOUNDATION PLAN EXIt, TING EAST ELEVATION (~ EXI~,,TING NORTH ELEVATION (~ EXISTING WEST ELEVATION /8"= 1 '-0' 1/8"= 1 '-0 1/8"= 1'-0" (~) EXI,S.,TING FIRST FLOOR PLAN 1/8"= 1'-0~ (~ EXlS.TING SECOND FLOOR PLAN 1/8"= 1'-0' REVISIONS Z X DRAWN: .]G SCALE: AS NOTED .1OB #: SEPTEMBER 22, 2008 SHEET NUMBER: A-2 OIt EX~ ST~NG BA ;EMENT (9) 2 NEW BASEMENT ~~_~N DATI 0 N PLAN ~ 1/4"-- 1'~0" PF¢41046 BdST, COL, EXISTING K~TCHEN EX~STING SCREEN PORCH EXISTING LIVING RM. CLOSET !1 NEW ~ STUDY I~ © (~ FIRST FLOOR PLAN 1/4"= 1'-0" 6) REVISIONS ~< ~ ~' o DRAWN: 3G SCALE: 1/4"= 1'-0" 3OB #: SEPTENBER 22~ 2008 SHEET NUMBER: A-3 REVISIONS II iI ! il ~ II *, /~1 '/~ t NEW ~ -- - -- II ~ ~ BEDRO0~ ~¢~ 5~¢~Pd~ ~ ~ ~ ~ , ~ i =' ~ w,z,c, w.z.c. ~ ROOF P~N ~ STAIRWAYS SECTION ~ SECTION ' 1/4"= 1'-0" ' 1/4"=1'-0" I 1/4"=1'-0" __ .~w ~ LIVING ROOM INT. ELEV. EXi~T~.. ,~ , , ~ ~¢., ~o)., ~ ~/¢,=~,-o,, 1,12 P~I~ ~O~ ~. 1'2 P~I~Z¢_ ~ i: . ~'dl~" ~". ~ ' 2"~ ~' 12'd" NEW ! ~' ~ SOFFIT DETAIL SOFFIT DETAIL ,, BEDRO')N BEDRO('N '%~ 2,lOC,J, 1"=1'-0" { 1"= 1'-0" II C~B~ ~ ~ 1r=a ~ ~ ------~ : ~ NEW ~~ ~ i -- =- -J--- ~-=- =- ~ ~ ~: ~~ ~i~ KITCHEN INT. ELEV. ~ALT. M-BR P~N ~m~ ~ NEW ~lU ~ UNL~Oa~NO~P ~ r~ ~ B~D~O0~__ 0 ( [ lj4,,_~, 0,, BEDROOM I~,~ '2 .... ~ ~ ~~~~ "~ .... : ' D~WN: ]G / ~ . ,~-.,-;~ t~. S~LE: 1/4"=1'-0" '~ r,-~ u~,, ~ SHEET NUMBER: ~P. BRACING OF R.R. ~ RIGHT ANGLES TO CLG. JOISTS DETAIL SECOND FLOOR P~N, 1 "= 1"0" I 1/4"= 1'-0" REVISIONS SOUTH ELEVATION , EAST ELEVATION r'~ 1/4"= 1'-0" 1/4,,=1,.0. i i I ~ II IIII III I I I I III M III I I 0 II IIII III III lilt III iI I ~ it IIII III I I ~ I I I II I ' ~ I ~L~ ~ I I [ I III IIII III I I I I .- ' - ,~ SHEET NUNBER: I .--_~j NEW ~ BASEMENT ~ (~ FOUNDATION ELECTRICAL PLAN 1/4"= 1'-0" EXISTING SCREEN PORCH --/ DINING RM EXISTING KITCHEN EXISTING LIVING RM. ~ FIRST FLOOR ELECTRICAL PLAN 1/4"= 1'-0" ~/~EXISTI~ BEDRO( NEW ~ NEW --~ G )M ? ( EXISTING DEN I II I ~ SECOND FLOOR ELECTRICAL PLAN 1/4"= 1'-0" REVISIONS Z DRAWN: 3G SCALE: 1/4"=1'-0" .lOB #: SEPTEMBER 22, 2008 SHEET NUMBER: A-6 GENERAL NOTE,5 CONSTRUCTION NOTES: · The information within this set of construction documents ia related to basic design details· They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard ;onstrucgon details and procedures to ensure a professionally finished, structurally sound end a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construclion meets current federal, state, county and local codes, ordinances and regulations etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). B mens OhS shall take precedent ever scaled drawings, (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with lhe work. There are no warranties for a specific use expressed or implied in the use of these plans, 5). Refer to the Window and Boor schedule for exterior openings. 6). The General Contractor IS to ensure that masonry or prefabrected fireplaces meets or exceeds manufacture's specifications and applicable codes, 7), The General Contractor is to consult with the owner for all bold-in items such as bookcases, shelving, pantry, closets, trims, otc. h Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. · All footings to rest on undisturbed (vrrgin) soil. · Provide 1/2" expansion joint material between concrete slabs and abutting )ncrete or masonry walls occuring in exterior or unheated interior areas 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 16" long at 12" c.c.. Use approved epoxy for Installation, 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick, All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Craw spaces to be provided with a minimum 18"x24" access opening, Install one 8x16 cast iron foundation vent for every 150 sq. g. of area. 7). Damppmof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over the below grade podion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1 ), All framing techniques and methods as prescriptive design of 2006 SaC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR, Doug as F r. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c, unless noted otherwise, 4). Unless otherwise noted, ali bearing wall headers to be (2) 2x'T0 #2 + BTR. Doug. Fir. 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 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9, Provide fire end blocking where applicable. All flush beams/headers to be installed with heavy duty galvinizad hangers and ~pplicable te all connecting joists. 6). Double up floor Joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted on pans, 7). Provide 2 - 1-3/4" thick mtcrelams ( height to match floor joists around stairwell and/or other access openings unless otherwise noted (typical). 6). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted, 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in fleer oists under arl bearing walls. 10). Provide insulation baffles at nave vents between rafters. Install draft blocking as needed 11)' Unl'ess otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4' thick TAG PTS Fir or Advantach plywood subfloo adhered with PL400 adhesive and screwed to floor joists. Finished ricer to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other pads of building to have regular 1/2" sheetrock. All walls to be taped and finished, 14). All roof with a pitch less than 4:12 shall be Installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: 1-fl4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3,3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections, Reefs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY Wall studs above and studs below a floor level shell be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs sharl be altached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and stab-on-grade, 15 inches in masonlry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance tO table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inche~s from the end of a sill plate and all corners. · TYPE I EXTERIOR SHEARWALL CONNECTIONS: Hum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o,c, at the pa~nel edges and 12" o,c, in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel 9dges and 10" c.c. in the field shall be in accordance with the length requirements specified n table 3.15a-b. · TYPE II EXTERIOR SHEARWALL CONNECTIONS: meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3,14 shall be permitted to be increased when interior shearwalls are used, Sheathing and conne¢ions shall be in accordance with 2.4.4.2 and 2.2,4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3·5· g), CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top ef the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements, DECK AND COVERED PORCH NOTES: · Unless otherwise noted, alt framing material to b,e #1 ACQ pressure treated lumber. ~, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts, Girders on concrete piers shall be anchored with proper steel connectors anchored [nrc concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a t2"x12"x12" thick concrete footing. )se a minimum 1/2" die x 8" long anchor belt with washers and nuts. Footings Shall be 3 ft. 3slow grade, Pomhes with covered roofs shall have 12" dia. concrete piers for the girders, ~), Deck joists to have blocking at 8'0 c.c.. . A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above greeds. 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s), 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval· 3). If wa, studs, plates or joists are cut out during Installation for any plumbing related work, provide adequate bracing and plates tc protect and secure the structure· Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1), Mechanical subcontractor is responsible for adheadng to all applicable codec and safety requirements. 2), HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supprier. 3), HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: . All electrical to be installed as per N.Y.S. Resider~tial Construction Code. , All electrical work shall be approved by a qualified Underwriter. · Install Smoke detectors and Carbon Monoxide dsdectora throughout as per section R317 f N.Y.S. Residential Construction Code. NAILING SCHEDULE .................. ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM -SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM -SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: dOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD Z - 16d COMMON C.C. NAIL HEADER TO 16" O,C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM Z - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOI~ PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND )els1 2- 16d COMMOh PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. 3PACING NOTES PER TOE JOIST TO: 4 - 8d COMMON JOIST NAIL SILL, TOP PLATE OR GIRDER BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL PER END BANDTo JOIsTJOIST 3 - 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 15d COMMON FOOT SEE NOTE: :tOOF SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING gTRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM - SaC CEILING SHEATHING: JOINT DESCRIPTIOk NAIL NAIL I QTY. SPACING GYPSUM 5d COOLERS 7" O,C. EDGE WALLBOARD 10 O.C. F ELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY· SPACING STRUCTURAL PANELS 8d COMMON AS PER TABLE 3.9 WFCM -SBC 7/16" OSB 6d COMMON 3" O,C. EDGE PLYWOOD 6" O,C. FIELD 7" C.C. EDGE GYPSUM 5d COOLERS 10" O.C. FIELD WALLBOARD FLOOR SHEATHING: SPACING STRUCTURAL PANELS ........ '12" C.C. F ELD I 1"OR LESS I~° L'U~VlIV'UNI' 6'' O'c' EDGE NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center et the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path 2). When wall sheathing is continuous ever connected members,the tabulated number of nails shall be permitted to be reduced/01 - 16d nail per foot. PL,4,N C;ONTENT, OCCUPANCY CLASSIFICATION R3 RESiDENTiAL E~U[LDING L~SE f~ES[DENTIAL DLUELLING BIJIL~ING~ ~EI~HT (~EE PLAN~) TOTAL 8~. FT. O~ CONeT~UCTIO~ (SEE EXT, ~LCONIE5 ATTIC5 ~/ STORAGE ROOF (GROUN~ ~NO~ LOAD) (LI~E LOA~5 PbF) ~OOM5 (OTHER THAN 5LEEPrN~) 4o ROOM6 (SLEEPFNG) 5TAI~5 40 ~AURDRAIL5 (AN% DIRECTION) 200 EXPOSURE CATA~O~ (~ESI~NE~ FO~ C~T, C) LO~D PATN ~EE CONSTRUCTION AND~IND P~TH CONNECTION (~OOF - FO~NDATfON) DETA)g ~AGE 4 GENERAL NOTE N~[LING SCHEDULE ~EE ~ENE~AL NOTE FI~E P~OTECTION ENE~GT CALCULATIONS ~ESCHEC~ CLIMATIC & GEOGRAPHI( DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERINt LINE TERMITE DECAY DESIGN UNDERLAYMEN1 FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE ROOF SHEATHING REC UIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ~ NOTES 4' PERIMETER EDGE ZONE Bd COMMON @ 6" O,C. 8d COMMON @ 6" O.C, SEE NOTES: 1,3 INTERIOR ZONE Sd COMMON @ 6" C.C. 8d COMMON @ 12" C.C. gEE NOTES: 1 ( BOTH FIRm NOTE: 2 FOR PANEL FIE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8d COMMON @ 4" O.C, SEE NOTES: f,3 NOTES. THESE NOTED ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<O 49, the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4 inch o.c, nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c, WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION 4'EDGE ZONE INTERIOR ZONE NAIL SPACING INAIL SPACING AT INTERMEDIATE AT PANEL EDGES [ SUPPORTS IN THE PANEL FIELD ~d COMMON @ 6" O,C. 8d COMMON @ 12" O,C, Id COMMON ~ 6" C.C. 8d COMMON @ 12" O,C, NOTES SEE NOTES: 1,3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used, 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing members with G>0,49, For framing membem with 0.42<G<, the nail spacings shall be reduced to 6 inches o,c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails, NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000//CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS· 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LISE TNB ~=OLLOUJIN~ OR APF'f~OVED L~S~= METAL OONNEOTOf~5 FOf~ F'F~OPEf~ LglND ~ESISTANT OONSTR[UOTION, FOLLOLU MANMFAOTL~E'5 f~EOOMMENDED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOA~ CAPACITY. WOOD 4" MAX, 5TAIt~ F~AILING MINIMUM HANDRAILS C 4" DIA, MAXIMUM RIDGE-TO-RAFTER CONNECTION LOCATION USP NUMBER ~ES~RIPT]ON APPLICATION I ROOF I LSTAB4 I1-1/4x24 20ga, STRAPIAPPLYOVERRIDGETOEACHRAFTERI RAFTER TOP PLATE WALL STUB RAFTER TO PLATE/STUD CONNI: CTION , LOCATION USP NUMBER DESCRIPTION APPLICATION BZ.LS ..ER =i-i,B'.Bga. DOWNANCSO,I JOIST GIRDER/HEADER LEDGER BALUSTERS ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CON~NUOUS THE FULL LENGTH OF THE 5TRIRB. HANDGRIP PORT]ON OF ALL HANDRAILS SHALL NOT BE LESS THAN L*lJ4" NOR MORE THAN 2" IN CROSS SECT[ONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQU[VALENT GRIPPING SURFACE SPLICED JOISTS OVER HEADER/GIRDER JO,STTO%'EO~;HEAOERIUSPR'T%~BESI~%tg;RNIPA:cO. NoRICONR;~LTIo~E%~} RAFTER-TO-LEDGER CONNECTION zx~o I LS LO IiBga. SLOPE HANGBRIAPPLY TO EACH RAFTER / LEDGER[ RAFTER RAFTER TO PLATE/STUD CONNECTION 4" DIA. MAXIMUM DEGK./F=Of~GN f~AILIN~. CEILING JOIST TO BLDG. CONNECTION LEDGER TO 8E CONNECTED TO 8LDG, USING 1/2 B/A, BOLTg @lb CC WITH WASHERS FLASHING TUCKED UNDER LAPPED OVER FIRST CONTiN, PIECE OF SIDING BELOW r2" DIA. LAG BOLTS W/WASHERS CONNECTED TO BLDG. @26" CC WOOD IDLE1 GIRDER/HEADER WOOD JOISl FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE pROPER 5TELL CONNECTON, IF ABLE, SET FIR JOIBT~ APROX, 1/4 HIGHER THAN LVL HEADER~ TO ALLOW FOR SHRINKAGE. TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION ~AFTER/PLATE RT1E TYDOWN ANCHOR FLOOR FRAMING 2x JOISTS BLOCKING BLOCKING FOR JOIST HANGER LAG BOLTS DECK/PORCH LEDGER CONNECTION WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BEllNEEN JOISTS THAT ARE SPICED AND USE WITH RTiO T~DOWN ANCHORS CONNECT OVER PLATE/WALL SPTH4 STUB PLATE ANCHO~ ~LATES TO EACH STUE APPLICATION CONNECT EACH RAFTER TO PLATE GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION POST CAPANCHOR Ox6 SOL~D COLUMN PBS66 / PSSE66 / KC6[ HOLLOW COLUMN S MPSON ~TRRI/2 DESCRIPTLON APPLicATION POST CAP ANCHOR APPLY TO EACH COLUMN APPLY TO EACH COLUMN APPLY TO EACH COLUMN ROD FO R STU H.C, ANCHOR DOUBLE2x (MINIMUM) FOR HEADER ~RING PLATE II > THREADED ROD CNW COUPLER NUT MINIMUM . -. · -...' END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRRi/2 INSTALL AB PER MANUFACTURE B RECOMENDATJONS KING STUDS CRrPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION USPNUMBER ALL OPENINGS LSTA12 ALLOPENINGS RT3 OR ET7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST RIM/DECK JOIS"¢ POST-TO-DECK CONNECTION USE MIN, (2) 1/2" DIA, GALV. BOLTS W~TH WASHERS AND NUTS GIRDER/HI POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDEI CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS PAUq4 OR WE4g POST / BEAM ANCHOR APPLY TO EACH PIER 3 BEAMS PAU66 OR WE66 POET / BEAM ANCHOR APPLY TO EACH PI[ POST DECK POST FTC. CONNECTION CONCRETE FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE ECAY DESIGN UNDERLAYMENT TEMP, REQUIRED HAZARDS 4B LBS. 120 B SEVERE 3 FT. TO HEAVY DECK AND COVERED PORCH NOTES: 1) Unless otherc/Ise noted, all framing material to be Bi ACQ pressure treated lumber ~,11 fasteners, hangers and anchors to be galvlnlzed or stainless steel, I) Girders for deck joists to be bolted or anchored to each post er pier with washers and nuts. 31rdera on concrete piers shall be anchored with proper steel connector~ anchored nto concrete with a minimum 1/2" die x 7" long anchor bcd wgh washers and nuts. ]), Pests suppodlng girders shall be anchored to a minimum 24"xR4"x12" thick concrete girder(s) NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRrPTION QTY, SPACING NOTES AS PER TABLE 3 8 STRUCTURAL PANEL 8d WFCM-SBC ' ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TDP PLATE t0' WALL: 4-Sd COMMON RAFTER FOE-NAIL CEILING JOIST B' WALL: 3-8d COMMON EACH TO TOP PLATE 1O'WALL:4-Sd COMMON JOIST FOE-NAIL CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM -SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 1Cd COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP pLATE TO PER TOP pLATS 2 - 1 Ed COMMOi~ FOOT FACE NAIL TOP PLATES AT 4 - 18d COMMOk JOINTS FACE INTERSECTIONS EA SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOk O C. NAIL HEADER TO 18" CC, FACE HEADER 16d COMMON ALONG EDGER NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL BOTTOM pLATE TO[ FLOOR JOIST, BAND JOIS'f 2- 16d COMMO PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE gILL, TOP PLATE OR GIRDEF 4 ~ Bd COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP 3- ~Cd COMMON EACH FACE TO BEAM JOIST NAiL JOIST ON LEDGER PER TOE TO BEAM 3 - Bd COMMON JOIST NAIL PER ENO BANDTo JOIsTJOIST 3 - lgd COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2- 16d COMMON FOOT TOE NAIL WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING APPR~OvED LJSp hlETAL CONNECTOt~.5 FOF~ pF=-OPEf~ DINE) F~ESISTANT ~ GOOD CONSTRUCTION. FOLLOUJ hlANUFACTUf~E'~ f~ECOMhlENDED INSTALLATION INSTRUCTION5 TO ACNIE~/E MAXI~Uhl UPLIFT LOAD KING STUDS RAFTER -- , . HEADER LEDGER BATHTUB SIDSWALL~ RAFTER DOUBLE JOIST JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBEF DESCRIPTION APPLICATION LOCATION USP NUMSER DESCRIPTION APPLICATION tAFTER SIZE USP NUMSER DESCRIPTION APPLICATION 2ND, ADS5 HOLD DOWN BOTH BDT, PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATE8 OF 1ST, FLOOR, CONNECT THROUGH ~LL OPENINGS LSTA12 -1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga, STRAp APPLY OVER RIDGE TO EACH RAFTER 2x6-2xS LS26 18ga SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS UNDER WALL, FHE FLOORS TO EACH OTHER W/THREADED ROD, ~LL OPENINGE ET3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUE 2X10 LS210 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE SLOCKING @24"OC T~iROUGH-ROOF EXHAUST ~ VENTS SELECTED AND METAL STRAP m CATED BY CONTRACTOR CRICKET AT TOP-$~DE Of x · RIM BOARD C) CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED " ' ' ' ' -' ' '' ' -' FINISH WALL AND MOISTURE ,..-~ y 2x4LEDGER ,LOCKING STAPPING TO BE ATTACHED TO WALL STUDS @4B"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS _ AT WALL -- MAINTAIN GAP A~rlC 8HALL SE PROVIDED WITH A FASCIA '~. J~ / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ~ '~/~- ~?. :LOOR JOIST DEPTH USP NUMBEI DESCRIPTION APPLICATION .~,, J .,~J ROOFING TO AVOID SOAKING WALL STUD O NOT LESS THAN 1/150 OF THE AREA OF L__~j ._H~- GUTTER WOOD GIRDER 4" - 8r' LSTA24 1-1/4"x24" 20sa STRAF AND JACK STUDS ' ~ SHALL SE COVERED WITH CORROSION- OFFI~ / IEXT. PLYWOODRESISTANT METAL MESH WITH MESH ON ALL OPENINGS ~ ' PROVIDE HEMMED EDGE AT INSTALL4'0"O.C. ' ~ / // /'"-~ / FLASHINGTOFORMCHANNEL LOCATION USPNUMBER DESCRIPTION APPLICATION OPENINGS OF ¼1NCH IN DIMENSION, ~OFFITED EA"/E 8"-14" LSTA30 1-1/4"x30"lSga. STRAF ANDJACKSTUDS ~'~.~' ~.<~,~ANDSOASTCMAINTAINAIR CONNECTTO ON ALL OPENINGS~ ACTION~ ~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTl0 10-3i4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C.~ ~ ~~ NF~ CONNECT TO ~,OOF'v'ENTILATION/ OVER BEARING WALLS AND HEAOERE 14" - lB" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ~" - 12" RAFTER RT2B 21-1/8" x 20ga, TYDOWN ANCHOR EACH RAFTER ONALLOPENINGS GNAILSOU' $OFFITED E~VE DETAIL ~ FLASHING 4 INCHES ~1 BASE FLASHING WRAPS CORNERS RAFTER 0 RIDGE CAP OF SAME E~(TENDS UNDER SHINGLES AT ~ . ~ ! MATERIAL AS ROOFING ' INCHES AND LAPS NAILED TO SHEATHING : SHINGLES AT BASE MIN. 4 tNCHES THROUGH VENT WOOD JOIST IST. FL!ORWALL STAPPING TO BE ATTACHED TO WALL STUDS I~4Br'oD ,51 E LU, ,LL F:L, , NINO AND ALL WINDOW/DOOR OPENING JACK STUDS T'1ETAL FL~,~NIN~ AT ~,LL RAVE., SIDEWALLS, WALL STUD O v v / / ' ROOFING ~PS ', TOP AND BOTTO~ ~L~TE KEYWAY rOOTING '~ ~ CONC. FTC ~ '* ~'~ ' ~ ~' / ANCHOR BOLT CONNECTIONUSEWITH SxS SaUAREWASHERS V:" ~OUt  ¢/.~ ~ . ~ (USPLBPS58OR~P583) ~PICALCONC. FOUNDATION. APPLY PILASTERS SILLP~TETOFOUNDAT~ON TYpICaL ~ ~ET~IL WHERE NEEDED FOR STRUCTURAL BRACING, MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. (C~WL SPACE OR FOUNDATION) 2 STORIES 38" CC STEEL / ~OTTO~ ~E~ING (S~B-ON-GRADE) %2 STORIES 57"OC ROOF JACK5 4 VENT5 DETAIL ~,~ ~ , SUBFLOOR COMPACT FiLL ~/'N DOO~ USE 2X8 .... ATENDAND , ~ ')'A "~ ' ~ ~ ' "' ""' ' ~ TOBEAPROX. I/2"ORHIGHERTHAN , .~ ............ :~ ~::~ ~ IDESOFWOOD ~:"' ~ '~' ~ '. ; '~ STEELBEAMTOALLOWFORSHRINKAGE MIN, ~ ~ ~ ~ ,~ ~ NOTCH SEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ~ ~ ~ ~.d · fi~ ~ ~ ~ SUBFLOOR REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~ ~O~ OR WALL FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4"-8" LSTA36 1-1/4'x3§" ~Sga. STRAF AND JACK STUDS 3N ALL OPENINGS INSTALL 4'0" 8" - 16" MSTA48 1-1/4"x48' 16ga. STRAF AND JACK STUDS )N ALL OPENINGS FOUNDATION El8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPADING SILL PLATE TO FOUNDATION I STORY 72" CC )CRAWL SPACE OR FOUNDATION) SILL pLATE TO FOUNDATION 2 STORIES 36" CC (CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) %2 STORIES 57" CC WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TWE FOLLOWING OR APPf~.O",/ED UCP METAL CONNECTOR5 FOR P~Of=E~ WIND RiEBIDTANT CONBTR,~UCTION. FOLLOW MANUFACTURE'6 RECOMMF-N[2ED INSTALLATION INBT~L~OTION5 TO ~CNIEYE MAXIMUM UPLIFT 4" MAX. ST,AIR F~,41LIN~ 4" DIA, MAXIMUM 1-1/2" SPACE MINIMUM HANDRAfLB C BALUSTERS HANDRAIL CONNECTION ALL HANDRAILB SHALL SE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4~ NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE BHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE STf~INGER TO DECK/POf~CN CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOIBTB CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR IE ABLE, BET FIR JOISTB APROX, 1t4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE, 4" DIA, MAXIMUM MAX, DECK//=Or, CH ~,41LING POST. RIM/DECK JOIS'~ POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DLA. GALV BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION. L,OCATION x4 S~OLID COLUMN x6 SOLID COLUMN 4OLLOW COLUMN USP NUMBER DESCRIPTION APPLICATION PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMh PBS66 / PBSE68 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMh SIMPSON STRRll2 H,C. ANCHOR APPLY TO EACH COLUMh JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER ,o,s TO%%'%E^DBRIUSBR%%%BBRI %%R'A%RIooNNEA "T' % oOn JO'BTI POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION U E MIN. (2} 1/2 DIA GALV. BOLTS WITH WASHERB AND NUTS GI~DER/NE,~DE~ POST/COLIJMN ~ GIRDER/HEADER TO POST/COLUMN CONNECTION FLASHING TUCKED UNDER lING AND LAPPED OVER FIRST CONTIN, PIECE OF SIDING BELOW 1/2" DIA, LAG BOLTS W/WASHERS CONNECTED TO BLDG ~32" CC FLOOR FRAMING 2x JOISTS LAG BOL JOIST HANGER DECK/PORCH LEDGER CONNECTION BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS . POST LOCATION USP NUMBER DESCRIPTION 4X4 POST PAU44 OR WE44 6X6 POST IPAU6§ OR WE66 DECK POST FTC CONNECTION POST / BEAM APPLICATION POST / BEAM ANCHOR APPLY TO EACH FOOTING ANCHOR APPLY TO EACH FOOTING GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER 3 BEAMS PAU66 OR WE66 POET / BEAM ANCHOR APPLY TO EACH PIER LIND ISTL~t~t~E~D SOIL LAY PLASTIC BASE DIRECTLY ON UNDISTURBED SOIL (ORGANICS REMOVED) LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS ~ISTLI~tBED / POOR SOIL LAY 4-6" LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUEACTURES' INSTRUCTIONS CONC. PIER FOOTING DECK_& PORCH NOTES: 1), Unless otherwise nnted, all framing matedal to be #1 ACC pressure treated lumber. A asleners, hangers and anchors to be galvlnlzed or stainless steel, Into soncrete with a minimum 1/2" dis x 7" long anchor bolt with washers and nuts. be 4 E, below grade, 5), A minimum of 10 inch hashing shaft be tsstalled baleen the building and ledger, 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8) Use simpson hangers and anchors with Z-MAX tripes protective coating er equal CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND B EISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH MODERATESLIGNTTO TEMP. REQUIRED NAILING SCHEDULE JOINT DESCRIPTION NAIL NAIL QTY, ~PACINO NOTES JOIST TO PER TOE SILL, TOP PLATE OR GIRDER 4 ~ hd COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - Ed COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMO BLOCK NAIL EACH FACE LEDGERTo BEAMSTRIP 3 - 16d OOMMOh JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMOh JOIST NArL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d COMMO FOOT TOE NAIL