Loading...
HomeMy WebLinkAbout31720-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32550 Date: 08/22/07 THIS CERTIFIES that the building ALTERATION Location of Property: . 1055 SOLrNDVIEW AVE MATTITUCK (ROUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 94 Block 1 Lot 9 subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in th/s office dated DECEMBER 29, 2005 pursuant to which Building Permit No. 31720-Z dated JAbVOARY 10, 2006 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 ALTERATION TO /LN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to E/qOSROW SAMIEIAN ( OWNER ) of the aforesaid building. SUFFOLK COUNT~fDEPARTMENT OF HEALTHAPPROVAL N/A ELECTRICAL CERTIFICATE NO. 3004115 06/20/07 pLU~4BERS CERTIFICATION DATmU 07/03/07 K&K PLUMBING & HEATING rized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ~; ...... APPLICATION CERTIFICATE OF OCCUP~j~F,~_I '~ ~ ~ "(" r [~ ) FOR This appbcation must be filled in by typewriter or it~ and submitted to the Building qepa~ the ?ll0w~g: DEP' / A. For .ew building or new use: ~:.?"0[Q__~ 1. Final su~ey of prope~y with accurate location of all buildings, propeay lines, streets, and unusual hat,al or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fom~). 3. Approval of electhcal installation from Board of Fire Unde~hters, 4. Sworn statement kom plumber ceaifying that the solder used in system contains less than 2/10 of 1% lead. 5. Cmmercial building, industml building, multiple residences and similar buildings and installations, a ceaificate of Code Compliance kom architect or engineer responsible for the building. 6. Submit Pla~ing Board Approval of completed site pl~ 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 wr/ting to thc applicant. C. Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory buildiug $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 ate. New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Owner or Owuers of Property: 14kosro o Suffolk County Tax Map No 1000, Section Subdivision Permit No. 73~ ~, ~ Health Dept. Approval: Plmming Board Approval: Request for: Temporary Certificate Date of Permit. Street Block Filed Map. Applicant: Underwriters Approval: Final Certificate: Lot Lot: (check one) Hamlet Fee Submitted: $ ~ ~'- O~ c 0 £ 30s5o Apl~'li~gnature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31720 Z Date JANUARY 10, 2006 Permission is hereby granted to: KHOSROW SAMIEIAN 666 GREENWICH ST APT 1020 NEW YORK,NY 10014 for : ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 094 pursuant to application dated DECEMBER Building Inspector to expire on JULY 1055 SOUNDVIEW AVE Block MATTITUCK 0001 Lot No. 009 29, 2005 and approved by the 10, 2007. Fee $ 397.50 uthorized Signature Rev. 5/8/02 ORIGINAL qg,- I . 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 REP ELECTRIC ROWE SAMIEIAN PO BOX 635 1055 SOUNDVlEW AVENUE MATTITUCK, NY 11952, MATTITUCK, NY 11952 1055 SOUNDVIEW AVENUE MATTITUCK, NY 11952 Located at Application Number: 3004115 Certificate Number: 3004115 Section: Block: Lot: Building Permit:31720 BDC: ns11 Described as a 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 the 20th Day of June, 2007. Nam~e QTY Rate Rating Circuit Type Miscellaneous renovation Alarm and Emergency Equipment Sensor 2 0 Smoke Appliances and Accessories Dish Washer 1 0 1.2 KW Exhaust Fan 2 0 F.H.P. Wiring and Devices Outlet 35 0 Fixture Fixture 35 0 Incandescent Outlet 44 0 General Purpose Receptacle 28 0 General Purpose Switch 22 0 General Purpose Receptacle 1 0 20a Laundry I 0 30a Receptacle Dryer Receptacle 7 0 CFC1 seal i of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, $30~$ M~in Road P.O. Box 1179 Soulhold, New York 11971-0959 Fax (631) 7e5-9502 Telephone (6311j 765-1.802 BUILDING DEPARTMENT ·OWN 0~' ~0~..~0~.~ CERTIFICATIQN I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to J~cfore me this 3 da~of ~-f 80tlNIE J. O0R0$~I Notary Public, llote~/Public, Stat~ No. O1DOBOg532u, :~uttolk-~fllnt~ l'erm Expires July 7, 20..J,.L_. (Plumben JAMES J. DEERKOSKI, P.E. 260 Deer Drive Matfituck, N.Y. 11952 (631) 298-7116 Date: July 13, 2006 To: Town of Southold Re: Insulation Inspection Khosrow Samieian 1055 Soundview Ave Mattituck, NY 11952 Pcmfit# 31720 ,JUL I 3 To Whom It May Concern: An Insulation Inspection was preformed at fl~e above mentioned property; all insulation was installed as pcr Plan and meets all State and local Building Codes. Any questions please feel free to call. JUL ?" ? JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: July 6, 2006 To: Town of Southold Building Dept. Re: Framing/Plumbing/Strapping Inspections Khosrow Samiean 1055 Soundview Ave. Mattituck, NY 11952 Permit# 31720 To Whom It May Concern: After a Framing, Plumbing, and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the entire plumbing system. Any other questions please call. ,.,~,.,,,Sincerely es ~rkoski JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: March 15, 2007 To: Town of Southold Building Dept. Foundation/Insulation Inspections Samieian 1055 Soundview Ave. Mattimck, NY 11952 Permit#31720 200? To Whom It May Concern: P~ Foundation Inspection was performed on the above mentioned structure and it is deemed that all work was done as per plan including the footings under the lolly columns. The insulation was inspected and this was installed correctly with ventilation baffles installed in there proper locations. Any other questions please call. :oski 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: DATE ~ ~ ~ 7 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE *~"-/~*-~-~ INSPECTOR ~-~"~ FIELD I~sPEcTION REPORT [ DATE [ FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING __ INSULATION PER N. ¥. STATE ENERGY CODE ADDITIONAL COMMENTS :Mark K. Schwartz, AIA - Architect, PLLC P.O. Box 933 m Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 TRANSMITTAL Date: To: January 05, 2004 Southold Building Department Main Road Southold, New York 11971 Attn: Pat Conklin Fax number: 765-9502 Phone number: 765-1802 From: Mark Schwartz Re: Samieian House 1055 Soundview Avenue Mattituck, New York SCTM# 1000-94-01-09 Pages: 1 (including cover sheet) Commen~s: The septic system at the aforementioned premises is in proper working condition and has recently been pumped out. The existing residence has four bedrooms and we are proposing the altered residence also with four bedrooms. The flow rate has not increased and I hereby certify that the capacity is adequate and the working service of this system will not be adversely affected by the proposed addition. Please call this office if you have questions or require additional information. . boi: ?____ Reviewed __ Submitted Projecl I..oealiou: Project D'e, odption: ~ ' YIEW Subdivisiou J {Side ¥1td ./ Permit, YES N umlLe~c NOtes: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved ~/c Expiration 0,2o07 PERMIT NO. .~/7c.)'O 7_/ 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 C°ntact:Mail to: ~/~jt~ Building Inspector APPLI[CATION FOR BUILDING PERMIT Date INSTRUCTIONS 201 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 penmt shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in par~ for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. fi Every building permit shall expire if the work authorized has not cormnenced 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 ~o the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,~31~g~ode, a~/r, ~i~ns, and to admit authorized inspectors on premises and in building for necessary inspectio~;..~//~_ ~ ~ , (Signature of appli~ at or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee gineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~ OS~ln) T~ /M'~I~t~J (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: House Number S~eet County Tax Map No. 1000 Section Subdivision (Name) Block } ~ ~Eot~"' .... ' Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy j"/,l,/~ ~ b. Intended use and occupancy ..J"fi] Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5.. If dwelling, number of dwelling units If garage, number of cars Addition Alteration~..~ Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commerci, gd, oLmixed occ_upancy, specifx nature 7. Dimensions of existing structures, if any: Front Height Number of Stories and extent of each type of use. Rear .Depth 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 of lot: Front ~)W-~ ~ J"t..J~i~ b/~-- Rear / Rear Depth 10. Date of Purchase Name of Former Owner Depth 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 14. Names of Owner of premises Name of Architect ~t4,or~g5 Name of Contractor __ NO XWill excess fill be r.e.rngvest _from premises?XES NO $~t~t_/~zd~ Address /dy, ~ I~/~ PhoneNo. Q/7-pg/' lO gl ~ ~ddress ~ Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~k NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES ~, NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: //2a~.m~e.~- tl~-"/~'~~ F~'''''~ being duly swom, deposes and says that (s)he is the applicant (lq e of individual signing contract) above named, (S)He is the t (Contrfietor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sv~.Qm, to before me this [ ~ ~ day. o{' ~l~[tbLlgX,/ 20 O.t3/ Notar~..~li~ MELANIE DOR0$KI IIOTAltY PUSU0,State of Itm~ ~1~ Ho. 01D04684870 Ou~ifi~d in Su~olk County -x ~t Si! ~re ~Applicant Mark K. Schwartz, AIA - Architect, PLLC P.O. Box 933 Cutchogue, New York 11935 January 04, 2006 Southold Town Building Depadment Main Road Southotd, New York 11971 Attn: Pat Conklin Phonec (631) 734- 4185 F~x: (631) 734 - 2110 ,!AN 3 .: Re: Samieian House 1055 Soundview Avenue Mattituck, New York SCTM# 1000-94-01-09 Dear Pat. ! inspected the existing conditions at the aforementioned house yesterday. The wall studs, ceiling joists, ceiling beam and roof rafters at the north-east comer are all of the same type and appear to be the same age. I see no evidence of changes to the structure from the original 1980 construction. The Foundation also is continuous with no alterations. I certify that to the best of my knowledge, the existing framing is original and meets or exceeds code requirements in 1980. We propose to alter the loft floor to create ceiling heights to meet current code requirements (7'-6" min.). The existing roof line will remain as is. As any framing, plates and rafters are exposed, we will strap and utilize hurricane connections to meet or exceed current code requirements. We are in the process of revising the plans to complete design changes to the deck areas. We understand that work will require Zoning Board approval and we will submit for the letter of disapproval to your office as soon as plans are completed. Please call this office if you have any questions or require additional information. Very truly yours, ,~'~""~ '~'~':'~, SamieianBldgDeptl OWNER J:f)RMER OWNER TOWN OF $OUTHOLD PROPERTY RECORD C~RD STREET' /,., ......>. VILLAGE ES. 'e~/O SEAS. ' LAND IMP. S W SUB. LOT ACR. TYPE OF BUILDING VL FARM COMM. CB., MISC. Mkt, Value TOTAL DATE REMARKS ~ ' ' ~ liable 3 oodland ru 'o.~p. lond m ~use Plot ~o NORMAL Acre -J~.~EUILDING CO>IDIrtON v..,./ /1// '-, % .... ";' :/';'- . -- , ' ...~~~o..~//,, .5,....: ~ ) ' "~ .... ' '" --' " - Value Per . 'Volu~ / FRONTAGE ~'_;?{ WATER FP ,,.,*GE ON ROAD DEPi h '"""' ~" BULKHEAD DOCK <tensi~ /~ IY = /~oy ~t'Walls gN/c~):~)¢c Interior Finish ~rch ~ ~/~: ~ ~ , g' u ~ / iRecreation Room Rooms 2nd Floo~ FIN. B. Ireezeway . Driveway ,atio ),B. ~' ~' ~t~l 7/,~,/ 0 Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheck Sotiware Version 3.6 Release 2 Data ~lename: Untitled. rck PROJECT TITLE: ALTERATIONS COUNTY: Sufffik STATE: New York I-fi)D: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.24 DATE: 01/05/06 DATE OF PLANS: 1/2006 PROJECT DESCRIPTION: Samieian House 1055 Soundview Ave. Mattituck, NY DESIGNER/CONTRACTOR: Mark K. Schwmtz, AIA Architect, PLLC P.O. Box 933 Cutchogue NY. 11935 Phone (631) 7344185 Fax (631) 734-2110 COMPLIANCE: Passes Maximum UA = 449 Your Home UA = 435 3.1% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Sdssor Tress Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E Window 3: Wood Frame:Double Pane with Low-E Door 1: Glass 806 30.0 0.0 28 1626 21.0 0.0 78 2023 19.0 0.0 91 78 0.350 27 16 0.300 5 72 0.330 24 324 0.350 113 Door 2: Solid 21 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2432 0.280 6 38.0 0.0 63 COMPLIANCE STATEMENT: The proposed bfffiding represented in this document is consistent with the building plans, specigcations, and other calculations submitted with this permit application. The proposed systems have bean designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Prol~ssional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belie~ and professional judgment, such plans or specigcations are in compliance with this Code. Builder/Designer Date REqcheck Inspection Checklist New York State Energy Conservation Construction Code REScheck So~w~e Version 3.6 Release 2 DATE: 01/05/06 PROJECT TITLE: ALTERATIONS Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ I [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Tress, R-30.0 cavity insulation Comments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-21.0 cavity insulation Comments: Above-Grade Wails: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane with Low-E, U-lhctor. 0.350 For windows without labeled U-g~tors, describe features: # Panes Frame Type~ Thermal Break? [ ] Yes [ ] No Comments: 2. Window 2: Wood Frame:Double Pane with Low-E, Uq~tor: 0.300 For windows without labeled U-fictors, describe tmtures: # Penes Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: 3. Window 3: Wood Frame:Double Pane with Low-E, U-fgtor: 0.330 For windows without labeled U-6ctors, describe immres: # Panes Frarne Type Thmmal Break? [ ] Yes [ ] No Comments: DOOFS: 1. Door l: Glass, U-lhctor: 0.350 Comments: 2. Door 2: Solid, U-fictor: 0.280 Comments: I. Floor 1: All-Wood Joiat/Tmss:Over Unconditioned Space, R-38.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" eiesr~ce ~'om combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented Burned ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manu~turer's installation instmetions. Materials and equipment must bc identified so that compliance can bc determined. Manuf~furer manuals far ail instailed heating and cooling equipment and service water heating equipment must be provided. Insulation R-vaiues and glazing U-fictors must bc dearly marked on the building plans or specifications. Duct Insulation: Supply duets in unconditioned attics or outside the building must be insulated to R-8. Return duets in unconditioned attics or outside the building must be insulated to R-4. Supply duets in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Return duets in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return duets in basements. Duct Construction: All joints, seams, and connections must be secorely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 18lA or UL 18lB, Exception: Continuously welded and locking-type longitudinai joints and seams on ducts opeaating at less than 2 in. w.g. (500 Pa), The HVAC system must pmvide a means far baiancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one theanostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate dcetfic meters are required far each dwdling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doom. Fireplaces must be provided with a sotune of combustion air, as required by the Fireplace ennstmetion provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is past of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is ~om non-depletable somces. Pool pumps require a time dock. Heating and Cooling Piping Insolation: HVAC piping conveying fluids above 105 °F or chilled ~uids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches bv Pi~e Heated Water - ' ' Circulating Mains and Rtmouts ~IlIl.gl:lllllt~ Up to 1" ~ ~ Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches bv Pioe Sin Heating Systems Low Pressure/Temperature 201-250 Low Temperature 120-200 Ste~n Condensate (fir feed water) Any Cooling Systems Chilled Water, Rehgcrant, 40-55 and Brine Below 40 ~ ~ ~2.5"~4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) SURVEY OF PROPERTY 51TUATE-' MA~TITUOK TO~N: ~O~THOLD 5U~=OLK ~OUNT~, N~ SURVEYED 05-10-02 ~0~~ 5UFFOL~ COUN~ TAX ~ N ~t*" E $ NOTES, HONUMENT FOUND AREA : ~4,4~3 ~,F or O.'-Iq ®RAPHIO ~OALE I"= DO' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAiN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\~Hp server~d~PROS\02-170.pro LEFT ELEVATION SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1', -0" FRONT ELEVATION SCALE: 1/4" = 1'-0" m REAR ELErm,V_ T! O N OF mE toWN CODE. OCCUPANCY OR APPROVED AS NOTED USE IS UN~WFUL WITHOUT CERTIFICATE "~":~ ~v:~ NOTIFY BUILDING DEPARTMENT OF OCCUPANCY PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST SE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REQUIREMENTS OF THE CODES OF NEW ON LEAD YORK STATE. NOT RESPONSIBLE FOR --"-'-NT'-'""-"'/'w~: DESIGN OR CONSTRUCTION ERRORS. CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLy SYSTEM CANNOT EXCEED 2/100F I% LEAD. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. NJ. CONSTRUCTION SI'IN.J. MEET THE flEQUIRD,~ChT8 OF THE COMPLY WITH CODES OF NEW YORK STATE. FLOOD DAMAGE F SOUTHOLD TOWN CODE REVISIONS' NOTE: MEASUREMENTS TO BE VERIFIED IN FIELD BY G.C, EXISTING DECK TO REMAIN EXISTING SUNROOM (ON 5LAB) FOUNDATION PLAN SCALE: 1/4" = 1'-0' EXISTING PORCH Upm EXISTING GARAGE NEW EXISTING DECK TO REMAIN 12'SLIDER 9'-10" PLATE HEIGHT EXISTING BEDROOM No. 1 EXISTING SUNROOM EQUAL NEW CATH, CEILING EXISTING KITCHEN (ALTERED) EXISTING DECK TO REMAIN srI-I'ING ROOM (LOFT ABOVE) TO MATCH SUNROOM P6040 M. BATH EXISTING BEDROOM No, 2 EXISTING BEDROOM No, 3 POST TO RIDGE RIDBE BEAM UNDER EXISTING ~JDGE I EXISTING EXISTING LIVING ROOM EXISTING PORCH 14'-10" EXISTING GARAGE FLOOR PLAN SCALE: 1/4" = 1'-0' EXISTING DECK TO REMAIN \ \ ~ NOTE: NO CHANGES TO BE MADE TO THE ENVELOPE OF BUILDING (ALL WORK TO BE INSIDE) LOFT LOPEN EXISTING LOFT PLAN SCALE: 1/4" = 1'-0' m DRAWN: MH/MS SC, ALE: 1/41~=1'-0" ]OB #: December 22, 2005 SHEET NUMBER: A-3 TYPICAL DOOR OPENING {LESS THAN 4'-0X8'-0" OPENING) 4,, TYPICAL WINDOW OPENING (LESS THAN 4'-0×8'-0" OPENING) 4,, TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0XB'-D" OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AB PER TABLE 1609.1,4, N.Y.B. RES, CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WI~H A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMII~ED FOR OPENING PROTECTION IN ONE' AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH Al~ACHNENT HABDWABE PROVIDED, (REFER TO SECTION 1609,1,R~ 1609,6,5 AND TABLE 1609.1,4 OF N,Y.E. RESIDENTIAL CONSTRUCTION CODE), THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE, ALL OPENINGS MUST HAVE DESIGN'PRESSURE UPGRADES WHERE APPLIEABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS, SHLrFfERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, 1/2 / SLOPE" 1/4" ~ER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC ~'ZZiZZZZZZ_-Z;F SECTION B-B SCALE: 1/4" = 1'-0" SECTION A-A SCALE: 1/4" = 1'-0" OUSTOf"l WALL DETAILS 13 3/4" TO 24 3/4" EBII TO 32 1/2" TO FLOOR HEATER 4,' 2X2 I6" O,C, 1 X4 TONGUE- AND-GROOVE CEDAR OR REDWOOD HORIZONTAL PANE~NG Pf~EFAE~RIC,~TE~ CONTROLBOX CORNER SAUNA DETAILS UPPER BENCH LOWER BENCH 2X~ OR 2X2 POSTS BENCH AND FLOOR DETAILS AIR CIRCULATION REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOLUIN~ APPROVED UBF= METAL CONNECTOR5 FOR PROPER LUIND REBICTANT ~, ¢~OOD CONBTRUC. TION. FOLLOUJ MANUFACTURE'5 RECOMMENDED INSTALLATION INSTRLLCTION5 TO ACHIEVE MAXIMUM UPLIFT LO/ CAF=AC. IT' KING STUDS ~ ~ '~ O ENDWALL CRIPPLE STUD .. (~ WALL STUD - SIDEWALL ~'; DOUBLE JOIST ~- RAFTER FLOOR USP NUMBER DESCRIPTIOk APPLICATION , t ST ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ~ .J ANCHOR TO FOUNDATION W/ANCHOR BOLTS ~ . / CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JSP HUMBER DESCRIPTION APPLICATION LOCATIONIUSP NUMBER DESCRIPTION r APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPI I RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga, STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2×8 LS26 18ga. SLOPE HANGEP APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER Wt THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUB 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC  THROUGH-ROOF EXHAUST ~ VENTS SELECTED AND METAL STRAP m CATED BY CONTRACTOR CRICk(ET AT TOP-SIDE OF RIM BOARD O /CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) (') , ' // WALL. SHEATHING RAFTEFB5 MAINTAIN FOUNDATION . , ~) . . . ,. , . , . SIDEWALL FLASHING '~/~ ~"-~.'~. VENTILATION WOOD JOIST -- STAPPING TO BE ATTACHED TO WALL STUDS @48"oc BARRtlER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A ' · FASCIA MINIMUM NET FREE VENTILATING AREA - IFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION % / · ~ ~ BETWEEN WALL FINISH AND WALL STUD O GUTTER THE SPADE VENTILATED. ALL OPENINGS , .. ~ CONTIN SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ~ SHALL BE COVERED WITH CORROSION- ' ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH I ~CONTIN. SOFFIT / EXT'. PLYWOOD OPENINGS OF % INCH IN DIMENSION. INSTALL 4'0" O.C. ~ ~ ~_/ / ~ / FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION ~OFFITED E,~VE 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ~ ~/~..~. ~ AND SO AS TO MAINTAIN AIR ON ALL OPENINGS ~ ~ I/ ~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTl 0 10-314" x 18ga. TYDOWN ANCHOR EAcHCONNECTRAFTERTO CONNECTTO t:~OOF: VENTILATION / OVER BEARING WALLS AND HEACERS 14" - 16" LSTA36 1-t/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT2O 21-t/8" x 20ga. TYDOWN ANCHOR EACH RAFTER I , ROOFING LAPS BASE '~ FLAS;HING 4 INCHES sAiRWsi/NPGSL E~RANTERS. RAFTER 0 RIDGE CAP OF SAME / MATBRIALASROOFING SIDES INCH S AND LAPS NAILED TO SHEATHING WOOD JOIST I I~ [ TOP PLATE IST. FLOORWALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC IDE LU LL FL BNINO GIRDER/HEADER WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS hlETAL PLANNING AT ALL EAVES. ~IDE~JALLS. WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PRBVr~B NEh1P/EO EDBE5 50 RAFTERS/ ¢¢ INSTALL 4'0"O C. AS TO FORM DRArN,AGE CHANNEL5 AND ~. · ~ 4"- 8" LSTA36 t-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0" C.C. RAFTER/PLATE RTl5 TYDOWN ANCHOR RAFTERCONNECTTo EACHpLATE OvERRIDGE RIDGEVENT FOLDSTo AIRFROMpAsSAGEPEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR, 8" - t§" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1t2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR ~LATES TO EACH STUB OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS TYP. CONC. FOUNDATION CONC. SLAB ~~/~/ , ' ~/-. NEOPRENE 6MIL POLY ON EXTERIOR GRANULAR FILL , .4¢ - , , , , , , ¢ ' I I BOLTED TD STEEL BEA~ ~rTH i },, . ~, ~./ FLASHINGAT ,, LUlTH I/2" x *" ANCHOR BOLT KEYWAYFOOTING COHO. FTC. ~'~'~ ' ~'~' /~ ANCHOR BOLT CONNECTION USE WITH 3x3 SOUARE WASHERS SIDESANDTO I/2"C~ROUT ~ " (USP LBPS58 OR BP583) (CRAWL SPACE OR FOUNDATION) I STORY 72" CC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYF=lOAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. (CRAWL SPACE OR FOUNDATION) 2 STORIES 38" CC 5TELL / f5OTTOM E~EAI~ING (SLAB-ON-GRADE) 1-2STORIES S7"OC ROOF JACK5 ,~ VENT5 DETAIL CONC. SLA, ~,~ ] /~ , SUBFLOOR ....... P.T. PLATE r'~ , '"~ ~LOf=E · ' ' ' ' ' 1/2" AIR S.P.A~CE ',~1% 4"DRI~EUJ~'r'~ NOTCH JOIST AND ADJUST HEIGHT ~ ~ ] %~~I " (WITH A NAILING PLATE IF NEEDED) '"%~ ~ NOTCH BEAM FOR MUDSILLIF REQUIRED MAXIMUM ~ A ,¢ ~ .~ E ~'T[- ..... SUBFLOOR '/ NOTCREQUALS~/4DEPTHO~BEAM Ii ~ ~ ~ · ' ~ ~ I ~ ~I ~ ----TT~ I' ~ JOIST DRAIN TILE ~~12."~ ~,~. ~' ~ ~ SHEET METAL / 30# FELT UNDER BEAM At POINT IT ~ ~/)~ ~, ~ ', '~Z~~ Of CONTACT WITH CONCRETE OR COHO. BLOCK - 1_~ ~U' -~ STEEL BEAM REINFORCE FOOTING WITH (2) ~f4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~RA~E DOOR E~LOCKOUT LBEAM POCKET DRAWN: MH/MS SCALE: ltq"= 1'-0" ]OB #: December 22, 2005 SHEET NUHBER', A-5 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING ©f~ ,APPROVED UGf:' METAL CONNECTOf~5 FOR F::'RIOPEI~ UJIND F~E$15TANT CONGTR~UCTrON, FOLLOLU M,ANUFACTL~F~E'$ f~ECOMMEN[.:>ED INGT,ALL,ATION IN~Tf~UCTION5 TO AcNrEvE MAXIMUM UPLIFT LO,AD C,APACIT"r', 4" DIA. MAXIMUM 1-1/2" SPACE MINrMUM BALUSTERS OPEN BALUGTGF~ ATTACHED TO BALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAFLS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE .~TRING~ER TO DECK/PORCH CONNECTION WOOD JOIST GiRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO SE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IE ABLE, SET FiR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. 4" MAX. 4" DIA. MAXIMUM DECK/PORCH R,~,ILIN~ POST RIM/DECK JIOJST- POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION APPLICATION APPLY TO EACH COLUMN APPLY TO EACH COLUMN APPLYTO EACH COLUMN LOCATION USP NUMBER DESCRIPTION 4x4 80LID COLUMN IPB844 / PBSE44 / KC44 I H.C, ANCHOR , HOLLOWCOLUMN PBSgB/PGBE661KC66 IPOSTCAPANCHOR 6x8 BOLLS COLUMN I 3DST CAP ANCHOR , SIMPSON STRRI/2 JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER LOCATION USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) II2" DIA, GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADEF~ POGT/COLUhlN GIRDER/NE,&DER TO POST/COLUh1N CONNECTION FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM JO FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW BOLTS W/WASHERS CONNECTED TO BLDG. @32" CC 2x JOISTS JOIST HANGER DECK/PORCH LEDGER CONNECTION SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTIO TYDOWN ANCHORS BLOCKING WOOD GIRDER POST CONCRETE FOOTING DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION J APPLICATION (2) BEAMS PAU44 OR WE44 POST~/BSAM ANOHORIAPPLYTO EACH PIERI S BEAMS PAU66 OR WE66 POST ~ BEAM ANCHOR APPLY TO EACH PIER UNDISTURE~ED 5OIL LAY PLASTIC BASE DIRECTLY ON UNDISTURBED SOil (ORGANICS REMOVED) LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES~ INSTRUCTIONS DISTBRtBED / POOR 5OIL 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 AB PER MANUFACTURES' INSTRUCTIONS CONC. PIER FOOTING IA DECK_& PORCH NOTES: 1 ). Unless tahara,vise noted, all framing material to be #1 ACQ pressure treated lumber. II fastanem, hangars and anchors to ba galvinized or stainless steel. . Girders for deck joists to be bolted or anchored to each pes~ or pier with washers end nuts. plem shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. 3). Posts suppoding girders shall be anchored to a 12"×12"xt2" thick concrete footing. 7" long anchor boJt with washers and nuts. Featings Shall grade. Dock joists to have blo0king at S'0 o,c.. A minimum of 10 Inch flashing shall be installed between the building and ledger, ~r to be fastened to building w~th 1/2" die, bolts with washers and nuts ). Concrete piers shall be a minimum 6" above grade. Jpperted wdh hangers and anchors, Each Joist shall also be anchored to girder(s), 8). Uae simpson hangers and anchors with Z-MAX trJpple protecflve coating ~r equal contact with ACQ, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45LBS. 20 B SEVERE 3FT. MODERATE BLIGHTTO ii TO HEAVY MODERATE NONE - NAILING SCHEDULE JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO. SILL OR TOP PLATE 3 - t6d COMMON EACH TOE BLOCK NAIL LEDGER STRIP TO BEAM 3-16d COMMON EACH FACE JOIST NAil JOIST ON LEDGER PER TOE TO BEAM 3 - Sd COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - lcd COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE Z - 1 Cd COMMON TOE NAIL FOOT ENER, ,L NOTE5 CONSTRUCTION NOTES: 1). The information within this set of construction documents Is related to basic design intent and framing 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 construction details and procedures to ensure a professionally finished, structurally sound and s weatherproof completed product, 2). The General Contractor is responsible for ensuring that all work and construction 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). Dimensions shall take precedent over 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 p~ans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs In connection with the work. There are no warranties for a specific use expressed or Implied In the use of these plans. 5). Refer to the Window and Door schedule for exterior openings, 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes, 7), The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, toms, etc. 8). Wind lead requirements shall be taken into account during construcfien. 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. 2). All footings to rest on undisturbed (virgin) soil. 3), Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occudng in exterior or unheated interior areas· 4). Any new concrete walls being attached to existing concrete structure shall be installed with ~ re-bar, 18" long at 12" o.c,, Use approved epoxy for installation, ). Unless otherwise noted, all slabs on grade to be 2500 p,s.i. Concrete to be cured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing Interior slabs 3 be minimum 3-1t2 inch thick, All fill to be compacted to 95% relative density with maximum lifts (layers). · Crawl spaces to be provided with a minimum 18"x24" access opening. Install one It 6 cast iron foundafion vent for every 150 sq. ft, of area, 7). Damppreof 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 lhe below grade portion of exterior walls prior te backfilling. , Drainage as per section R405 of N,Y.S. Residential Construction Code. FRAMING NOTES 1 ). All framing techniques and methods as prescriptive design of 1995 BBC High Wind Ed t on Wood Fram ng Construction Manua, · Unless otherwise noted, all framing and structural wood material to be #2 + BTR, las Fir. ]). Floors, walls, ceilings and rafters to be spaced at 16 inches o,c. unless noted otherwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR, Doug. Fir, i 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 WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: I-1/4" 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 ddge strap, the number of 1 Od common nails required in each end of the cellar tie need net 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 rep plate shall be attached to the to the wall stud with uplift connections, Roofs overhanging the rake side of the building loll be connected with uplift connections in accordance with table 3.3c. ~, WALL-TO-WALL ASSEMBLY: ~all studs above and studs below a floor level shell be sttached with uplift connections in accordance with table 3.3b. When well studs above do not fall in line with studs below, the studs shall be attached 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 shell be connected to the foundation, sill p'late, or bottom plate with uplift connectors. Steel straps shall have a minimum embedme,nt of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, ar 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 inches fram the end of a sill plate and all corners, 5)~ TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with Sd common nails at 6" o,c, at the panel edgles and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and t0" c.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b, 8). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shear'walls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3,16. ?). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ~erior shear, vails are used. Sheathing and connections shall be in accordance with 2.2.4 respectively. 3), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: -leader and/or girder connections shall be attached with uplift connections in accordance ~vith table 3,5. Window sill plates shall be have steel connectors in accordance with table 3.5· 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge Is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connecters shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connecfians to the ddge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1 ). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber, All fasteners, 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 st,eel connectors anchored into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12 dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o,c,, 5). A minimum of t0 inch flashing shall be Installed between the building and ledger. Ledger to be fastened to building with 112" dia. bolts with washers and nuts where needed, 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors, Ea~ch Joist shall also be anchored to girder(s). epenings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire land blocking where applicable. : 8). Covered Roofs shall be assembled and anchored the same manner as a typical building, 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. PLUMBING NOTES 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 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code, on plans. . 7). Provide 2 - 1-3/4 thick mlcrolams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval, ether access open ngs un ess otherwise noted (typical), 3), If wall studs, plates or joists are cut out dudng installation for any plumbing related work, 8). Dormers running up roof rafters are to be supported by double rafters on either side I provide adequate bracing and plates to protect and secure the structure. Verify with the where applicable unless otherwise noted. Istate code and manufacture's recommendation for maximum hole size and spacing permitted 9), Provide blocking/bridging in floor joists at 8'0 o,c,, Use solid blocking in floor joists HVAC SYSTEM NOTES under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 10), Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 2). HVAC subcontractor Is to fully coordinate all system data and requirements with the equipment supplier. 11 ). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir - CDX exterior sheathing grade plywood. Plywood to cover over plates and headers, HVAC subcontractor to ~ystem layout drawing and submit it to the General approval. 12), Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered w th PL400 adhes ye and screwed to floor joists. Finished floor to be insta ed E L E CTRI CAL NOTES: over subfloor as per manufactura's instructions, 1), All electrical to be installed as per N.Y.S, Residential Construction Code. 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 parts of building 2). All electrical work shall be approved by a qualified Underwriter. to have regular 1/2" sheetrock, All wails to be taped and finished, 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier er of N.Y.S. Residential Construction Code. approved edual, Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16), All sift plates and wood in contact with concrete to be pressure treated, Sill plates to be installed with a foam sill gasket and cop-r-rex termite shield or approved equal, NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8' WALL: 3-Sd COMMON EACH TOP PLATE 10' WALL; 4-8d COMMON RAFTER FOE-NAIL CEILING JOIST 8' WALL: 3-Sd COMMON EACH TO TOP PLATE ;10' WALL:4-Sd 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 - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 3d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT BEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO t 6" O,C, FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - t 6d COMMOI', PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOk PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST 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 BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL ORTOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 ROOF SHEATHING: STRUCTURAL PANELI Sd CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING GYPSUM 7" O.C, EDGE WALLBOARD 5d COOLERS t0" O,C, FIELD WALL SHEATHING: JOINT DESCRIPTIOh NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3.9 PANELS 8d COMMON WFCM -SBC 7/16" OBB 6d COMMON 3" O,C, EDGE PLYWOOD 6" O,C, FIELD GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10" O.C, FIELD FLOOR SHEATHING: JOINT DESCRIPTION STRUCTURAL PANELS 1 OR LESS NAIL NAiL QTY, SPACING 6" C.C. EDGE COMMON 12 C.C. F ELD 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 at the panel edge tc cbtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PL,AN CONTENTS: OCCUPANCY CLASSIFICATION R~5 RESIDENTIAL E~UILDING USE R~ESIDENTrAL DLUELLING ESUILplNG REIGHT TOTAL 5~, FT. OF CONSTRUCTION ALTEraTIONS ~ITNIN NOU~E 1~55 5~C Nl~N ~/N~ EDITrON, ~OOD F~AHE CONSTRUCTION MANUAL ~R~MIN~ ELEMENT5 AG PE~ FLOOR PLANS, C~O55 SECTION ~ND GENEraL NOTE5 EXT. ~ALCONIE5 DECK5 40 ~TTIC5 ~/~ STORAGE (LI~ LO,D5 PSF) ~OOM8 (OTNE~ TN~N SLEEPINg) 40 ~OOM5 (SLEEPINg) (~OOF - FOUNDATION) DETAIL PAGE ~ ~ENERAL NOTE P~GE NAILING SCHEDULE SEE GENERAL NOTE EG~E55 5EL FLOO~ PLANS AND DINDO~ SCHEDULE (S~OKE ~ CO2 DETECTORS) ~ ~EE FLOO~ ~LAN5 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERINS LINE TERMITE DECAY DESIGN UNDERLAYMEN~' FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE tl NONE ROOF SHEATHING RECUIREMENTS FOR WIND LOADS: SHEATHING LOCATION I NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE Id COMMON @ 6" O.C. 8d COMMON @ 0" C.C. SEE NOTES: 1.3 INTERIOR ZONE Sd COMMON @ 6" O.C. 8d COMMON @ 12" O·C. SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS ~d COMMON @ 4" C.C. 8d COMMON ~ 4" O.C. SEE NOTES. t.3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perlm eter edge ef the roof, Including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall he used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shaft be reduced to 6 inches 3). Tabulated 4 inch o,c, nail spacing assumes sheathing to rafter / truss framing members with G>O,4g, For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL BPACIING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMMON @ 6" C.C. 3d COMMON @ 12" O,C. SEE NOTES: 1,3 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O·C. 8d COMMON @ 12" C.C. 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 comers, 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>0,4g, For framing members with 0,42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). For exterior panel siding, galvinized bo,x 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. S~ctfcn 1~O2.~ - FIF~EtBLOCKIN~ f~E~UI~ED