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Home My WebLink About32888-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPkRTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33933 ~te: 09/02/09 TIIIS CERTIFIES that the building NEW DWELLING Location of Property: 1030 WEST CREEK AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax [4ap No. 473889 Section 103 Block 13 Lot 8 Subdivision Filed Map No. -- Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 9, 2007 purs%u~nt to which Building Permit No. 32888-Z dated APRIL 9, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED ENTRY, FIRST AND SECOND FLOOR DECKS AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to CHRISTOPHER M GROOCOCK (OWNER) of the aforesaid building. S~3FFOLK CO~ DEPAR~gNT OF H]I;~L~{ APPRO~-~J~ R10-05-0037 07/23/09 ELRt-rKICAL c~I(TIFICA~ NO. 20%9723 02/17/06 pL~I~SER~ CERTIFICATION DA'r~ 04/22/09 PECONIC PLUMBING & HEAT ~zed~ Rev. 1/81 Form No. 6 TOWN OF SOUTHOLI~ BUILDING DEPARTME/~ TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE AUG 31 2009 O C CUPAiN~L-9~ DEPT. TOWN OF SOUTHOLD This application must be filled in by typewriter or ink and submitted to thc Building DepaCanent 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 fi'om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/I0 of 1% lead. 5. Commeroial 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 nses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all preperty lines, strcet~, 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 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: /Og'o House No. Owner or Owners of Property: ~i4~ZvZF'OC~4r£.~ Suffolk.Coanty Tax Map No 1000, Section Date. Old or Pre-existing Building: (check one) Street Hamlet Block i ~ Lot ~ Subdivision Filed Map. Lot: PermitNo. 3 /')--~<~g DateofPermit. /?-a/ _ O 7 Applicant: Lv/AO~ rL Qt~oo~0C~ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ .2 )~0~ Finai Certificate: / (check one) Applicant Signature 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 ROSLAK ELECTRIC P.O. BOX 164 CUTCHOGUE, NY 11935-2453, CHRIS GROOCOCK 1030 WEST CREEK AVE CUTCHOGUE1 NY 11935 Located at 1030 WEST CREEK AVE CUTCHOGUE, NY 11935 Application Number: 2049723 Certificate Number: 2049723 Section: Block: Lot: Buildin§ Permit: BDC: ns11 Described as a Residential 1200-1799 square lt. occupancy, wherein the premises electrical system consistin§ of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Oarage, Outside, Attic, 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 ]7th Day of February, 2006. Name QTY Rate Ratin~ Circuit Type Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Sensor 8 0 Smoke Appliances and Accessories Future Appliance Feeder I 0 20 Amps Exhaust Fan 3 0 F.H.P. Furnace 2 0 Gas Wiring and Devices Outlet 42 0 Fixture Fixture 42 0 Incandescent Outlet 113 0 General Purpose Receptacle 63 0 General Purpose Switch 63 0 General Purpose Dimmers 6 0 Receptacle 2 0 20 amp Laundry Receptacle 11 0 GFCI Service I Phase 3W Service Rating 200 Amperes Continued on Next Page 1 of 2 seal 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 ROSLAK ELECTRIC P.O. BOX 164 CUTCHOGUE, NY 11935-2453, CHRIS GROOCOCK 1030 WEST CREEK AVE CUTCHOGUE, NY 11935 Located at 1030 WEST CREEK AVE CUTCHOGUE, NY 11935 Application Number: 2049723 Certificate Number: 2049723 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential 1200-1799 square £t. 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, Attached Garage, Outside, Attic, 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 17th Day of February, 2006. Name QTY Rate Rating Circuit Type Service Disconnect: I 200 cb Meters: 1 seal 2 of 2 This ce~ificatemay not be altered in any way and is validated only bythe presence of a raised seal atthe location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, Nexv York 11971-0959 Fax (631)765-9502 Telephone(631)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No.. Owner: Plumber: lead. (please print) ~ (please3rin~ I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this ~ ~ dayof ~(fl~'~-/ , 20 Notary Public,~~_County / i'~Pl'umbers ~:ir~ ~ male d I#w Yo~k ~.~01 ~70081 Gulli#ed in Suffolk Ceu.~ly C~mmisden lxpi~s .-.gl ~/-7 i~., James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375M~n Road P.O. Box 1179 Southold, New York 11971-0959 Telephone(63D 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD CERTIFICATE OF COMPLIANCE # 0433C Date: June 16, 2009 THIS CERTIFIES that the demolition of existing and construction of new dwelling, new retaining wall with non-turf buffer area seaward of retaining wall At 1030 West Creek Avenue, Cutchogue, New York Suffolk County Tax Map # 103-13-8 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 11/29/01 pursuant to which Trustees Permit # 5485 Dated 1/23/02 and amended on 3/23/05 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing and construction of new dwelling, new retaining wall with non- turf buffer area seaward of retaining wall The certificate is issued to CHRISTOPHER & GLORIA GROOCOCK owner of the aforesaid property. Authorized Signature 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. 32888 Z Date APRIL 9, 2007 Permission is hereby granted to: CHRISTOPHER M GROOCOCK 1030 WEST CREEK AVE CUTCHOGUE,NY 11935 for : PERMIT AMD FOR NEW DWELLING & DEMO OF ACCY GARAGE AS APPLIED FOR PERT DEC & TRUSTEES. THIS PERMIT REPLACES 30439. at premises located at 1030 WEST CREEK AVE CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0013 Lot No. 008 pursuant to application dated APRIL 9, 2007 and approved by the Building Inspector to expire on OCTOBER 9, 2008. Fee $ 884.00 ~~. Rev. 5/8/02 ORIGINAL 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. 30439 Z Date JUNE 24, 2004 Permission is hereby granted to: CHRISTOPHER M GROOCOCK CUTCHOGUE,NY 11935 for : ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR & DEMO OF EXISTING ACCESSORY GARAGE AS APPLIED FOR PER DEC AND TRUSTEES at premises located at 1030 WEST CREEK AVE CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0013 Lot No. 008 pursuant to application dated JUNE 18, 2004 and approved by the Building Inspector to expire on DECEMBER Fee $ 884.60 24, 2005. fed Signature ORIGINAL Rev. 5/8/02 New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone (63.l}444-0365 Facsi~l) 444-0360 LETTER OF NON-JIJRISDICTION Christopher and Gloria Groocock 1030 West Creek Avenue Cutchogue NY 11935 November 27, 2002 NYSDEC #1-4738-03107/00001 Groocock Property 1030 West Creek Avenue Cutchogue NY SCTM #1000-103-13-8 Dear Applicants: Based on the information you have submitted, the New York State Department of Environmental Conservation has made the following determination. The property landward of the 10-foot elevation contour interval, as shown on the survey prepared by John C. Ehlers last revised on 11/3/02, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from.other agencies. fl/John A. Wieland DePuty Regional Permit Administrator CC: Architecnologies BMHP File Albert J. Krupski, President James King, Vice-President Artie Foster Ken Poliwoda Peggy A. Dickerson Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 23,2005 Christopher and Gloria Groocock 1030 West Creek Ave. Cutchogue, NY 11935 RE: 1030 WEST CREEK AVE, CUTCHOGUE SCTM# 103-13-8 Dear Mr. And Mrs. Groocock: The following action was taken by the Southold Town Board of Trustees on Wednesday March 23, 2005: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit # 5485 as follows: Demolish the existing wood frame house, with the exception of the existing foundation, and distribute the excavated soil from the digging of the new foundation onto the existing lawn area between the house and the top of the bank, construct a retaining wall in line with the retaining wall on Mr. Wipf's property next door, 15' seaward of the house/deck, with no turf seaward of the retaining wall, and as depicted on the plan surveyed by John Ehlers, revised 2-15-05, and the area of the retaining wall added 3- 24-05 by Bay Creek Builders. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Albert J. Krupski, Jr. President, BOard of Trustees Albert J. Krupski, President James King, Vice-President Artie Fester Ken Poliwoda Peggy A. Dickerson BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 February 1, 2002 Architecnologies PO Box 93 Mattituck, NY 11952 Christopher & Gloria Groocock 1030 West Creek Avenue Cutchogue, NY $CTM#103-13-8 Gentlemen: The following action as taken by the Board of Town Trustees during a Regular Meeting, held on January 23, 2002, regarding the above matter. WHEREAS, Architecnologies on behalf of CHRISTOPHER & GLORIA GROOCOCK applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated November 29, 2001 WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Heating was held by the Town Trustees with respect to said application on January 23, 2002 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 97-18 of the Southold Town Code. 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT. RESOLVED, that the Board of Trustees approved the application of Christopher & Gloria Groocock for a Wetland Permit to construct an addition to the existing first and second floor with the stipulation that there will be drywells and gutters on the addition to catch the roof run- off also include a dock 48 feet in length with ramp and a float as per plans and the pilings be no greater than 6"x6" and the (one) handrail be no greater than 3 feet above the decking of the dock. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Fee must be paid, if applicable and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified when project is started and on completion of said project. FEES: NONE Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK,'cjc cc: Building Department DEC TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ]INSULATION [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION 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 [ ] FIRE RESISTANT PENETRATION REM.~ARKS: ~ ~ ~/F~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [/~ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION / FOUNDATION 1ST ~.]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' 7'-~:n~' ~ ~ DATE ?"' '~ 0-~ 0..~ INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATIO, N 2ND [ ] INSULATION ~FRAM,NG/~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~ ~ .~ INSPECTOR DATE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATIQN 2ND. \[ ] INSULATION [ ] FRAMING~~~ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION R E MAR K~,_~~./,,,~/-~~· _ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~x~FOUNDATION 2ND I ] INSULATION FRAMING/STRAPPING I ] FINAL FIREPLACE & CHIMNEY I ] FIRE SAFETY INSPECTION 0..5-" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [~ FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE'rY~INSPECTION REMARKS: ~'~/~ ~~ ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /ooo -- lo3 - ~3- ~ OWNER TOWN OF SOUTHOLD PROPERTY RECORD CARD FORMER OWNER ~,ES. ,~ I/O SEAS. VL VILLAGE \, DISTRICT SUB. ACREAGE TYPE Of BUILDING LOT LAND IMP. TOTAL FARM DATE COMM. IND. J CB. , J MISC. Est. Mkt. Value AGE BUILDING CONDITIOI' NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value rillable 1 Fillable 2 Fillable, 3 ,,Voodland ~wampland 3rushland -Iouee Plot rotal FRONTAGE ON WATER FRONTAGE ON ROAD BULKHEAD DOCK ~tension ~ Basement ~ ~ Floors r~l, I ~xtenSion Ext. Walls ~~j Interior Finish ''J Hbat ~tension . Fire Place ~ ~ ~ ~4 ,. ~,~) ' Porch Roof Type ~E~ /~ X i¢ % ~ ~ ~¢ ¢~ Porch Rooms 1st Floor ~reezew~ Patio Rooms 2nd Floor ~arage Driveway )ormer June 8, 2004 Southold Town Building Department Southold, N.Y. Re: Christopher & Gloria Groocock 1030 West Creek Ave. Cutchogue, N.Y. 11935 To Whom it May Concern: Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York Construotion Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any questions please contact our office at (631) 298-1129. Thank you for your time and consideration, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN t]ALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined '"~'/ , 20 Approved .,~ //_~_ ~, 20 Disapproved a/c' '// Expiration // ~/~ ~7~:~f~ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health <:~ ~'~x, 4 sets of Building Plans Planning Board approval Check Septic Form N.Y.S.D.E.C. Trustees Contact: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS Mail to: Phone: ,2004 a.4:~ application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of a~plicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~_¥h f '~ ~3vD (~b,_o.~c- (As on the tax roll or latest deed) If applicant is~a corporation, sig~o ature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision ,(Name) Block [ ~ Filed Map No. Lot O (eS Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed constru&'~on: ~ a. Existing use and occupancy ~6oC-nL~ 2- ~-k-<2x-'~, ~'ox~.t, b. Intended use and occupancy ~ '~o3o~c~.4 ~t r"~\ ~ ~--rk~c~', [ o, '"Oo-.~ [', vxc:~ oo ! 2 3. Nature of work (check which applicable): New Building Addition ~ Alteration Repair Removal Demolition ~ Other Work 4. Estimated Cost 5~ ]~C3.}~ 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, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~ - ~ cD" Rear ~D' - ~ O" Depth Height '23' -°t" Number of Stories ,~ Dimensions of same structure with alterations or additions: Front ~cl ~- '"] u Depth (aLe'-,4-~' Height 2. ,"~-2'- ~" Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front I O--1~ Rear ~c~, o Cyr3~ Depth Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ,3~ 13. Will lot be re-graded? YES )~ NO Will excess fill be removed from l;remises? YES X NO__ 14. Names of Owner of premisesC~v',~,~.oi, ar ~raxaY-Address ~O5o vJe~¢ea-~ak..oa~Phone No. Name of Architect ~rx~.~ 14o4ro2co AddressL,~5~~jfl~hone No ~ct~b- ~ ~2c] Name of Contractor Address Phone No. 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 of a tidal wetland? * YES .~ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) ss: cotrt,rrY ~_--~Cc>CJ~ ~.Q[') 0_..1'"~0¥'3 being duly sworn, deposes and says that (s)he is the applicant (Name of individufil'signing contract) above named, (S)He is the ~fi'~'~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. Sworn to.before me this ('~ //l~ota~ Public JOYCE M. WILKINS Nota~ Public, Stete of New Yo~ No. 4952246, Suffolk Cou~ Term~piresJunel~ ~ 00~ Signature of A[phcant ' ARTCO DRAINAGE CORP. P.O. BOX 1132 MA']-I'ITUCK, NEW YORK 11952 (631) 298-9660 · FAX (631) 298-2291 Certificate of sewage dispose system by installer Health Dept Reference number R10-05-0037 Suffolk tax map #: Dist:1000 Sect(s) 103 Blk(s) 13 Project name or Address: West Creek Av Subdivision Name & Lot # Lot(s) 8 Applicant's Name. Christopher M Groocock Description of system installed: Septic Tank Volume (gallons) 1000 Shape round Name of Precast manufacturer: Coastal Pipeline Leaching Pools Number of pools 2 Diameter and depth 8' x 6' Name of Precast manufacturer: Coastal Pipeline Other sAy~t;(mh ?r sletchil°w th,e rneasurem{~t s~ b~uilding c°rners t°~ccess I hereby certil ' that the subsurface sewage disposal system, described herein, has been installed by me in accordance with the plans and standards of the Suffolk County Department of Heath Services: and is operational. Installer ~~ Signature Date q" .-~,,~9 "O9 Artco Drainage Corp 631-298-9660 Consumer Affairs License Number 206LW covers of disposal ~ APP-O NoTi~ B"'.'-C./,,~F_L ~.um~r~ DEPARTM~'r .~ 755~180:~ 8AM ~ -- ~TM~ AT ,u ~ FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION. ~0 REQUIRED FOR POURED CONcR~E 2.ROUGH. FRYING & PLUMBING 3.INSU~TION 4. FINAL . CONsTRUCTiON MUST BE COMPLETE FOR C.O. ALL CONSTRUCTioN SH~L UE~ ~E REOUIREUE~S OF THE CODEs OF NEW YORK STATE. NOT flESPON~IBLE FOR DESIGN OR CONsTRUCTIoN ERRORS. P~--UMBER CERT/F/, CER~'/FICA TE OF OCCUPANcy SOLDER USED/N WA TER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. ALL ~LLuU~IIVo CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONE - ,~D T~'N -- _ N,Y,S, ~C ~OOD ZO~ ~ COMPLy WITH CHAPT " . FLOOD DAMA ER 46 UNDERWRITERS CERTIFICATE, REQUIRED OCCUPANCy USE IS UNLAWFUL WITHOUT CE/-iTIFICA TE OF OCCUPANCY ETAIN STORM WATER RUNOF PURSUANT TO S ""~' ..... F --~ OF TH Eu~u~ ~5-100 E TOWN CODE. Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSof~vare Version 3.5 Release la Data filename: \\NOTARO\SharedDocs\Check\RESchcck\GROOCOCK.rck TITLE: GROOCOCK RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 06/08/04 DATE OF PLANS: JUNE 8, 2004 PROJECT INFORMATION: ALTERATION TO EXISTING FIRST AND SECOND FLOORS WITH AN ADDITION OF A TWO CAR GARAGE AND CONSERVATORY TO A 2 STORY SINGLE FAMILY DWELLING COMPANY INFORMATION: ARCHITECNOLOGIES 13405 MAIN RD. P.O. BOX 93 MATTITUCK, N.Y. 11952 NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT - 23'-I" FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION -SITE PLAN -DEMOLITION PLAN -FOUNDATION PLAN -FIRST FLOOR PLAN -FIRST FLOOR DECK FRAM1NG -SECOND FLOOR PLAN -FIRST & SECOND FLOOR FRAMING -ROOF FRAMING PLAN -BUILDING SECTION -WEST & SOUTH ELEVATIONS -EAST & NORTH ELEVATIONS -ENERGY CALCULATIONS -NAILING SCHEDULE & PLUMBING RISER DIAGRAM COMPLIANCE: Passes Maximum UA - 1072 Your Home UA - 675 37.0% Better Than Code (UA) Window 16: Window 17: Window 18: Window 19: Window 20: Window 21: Window 22: Window 23: Window 24: Window 25: Window 26: Window 27: Window 28: Window 29: Window 30: Window 31: Window 32: Window 33: Window 34: Window 35: Window 36: Window 37: Window 38: Window 39: Door 1: Glass Door 2: Glass Door 3: Glass Door 4: Glass Door 5: Glass Ceiling 1: Flat Ceiling or Scissor Truss Wall l: 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 Window 4: Wood Frame:Double Pane with Low-E Window 5: Wood Frame:Double Pane with Low-E Window 6: Wood Frame:Double Pane with Low-E Window 7: Wood Frame:Double Pane with Low-E Window 8: Wood Frame:Double Pane with Low-E Window 9: Wood Frame:Double Pane with Low-E Window 10: Wood Frame:Double Pane with Low-E Window 11: Wood Frame:Double Pane with Low-E Window 12: Wood Frame:Double Pane with Low-E Window 13: Wood Frame:Double Pane with Low-E Window 14: Wood Frame:Double Pane with Low-E Window 15: Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low~E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Wood Frame:Double Pane with Low-E Basement Wall 1: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 4.0~ Floor 1: Ali-Wood JoistYTrass:Over Unconditioned Space Floor 2: Slab-On-Grade:Unheated Insulation depth: 0.4~ Crawl 1: Solid Concrete or Masonry Wall heieht: Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA 4133 15.0 38.0 74 3724 15.0 21.0 122 5 0.310 2 5 0.3t0 2 5 0.310 2 5 0.310 2 5 0.310 2 8 0.310 2 8 0.310 2 20 0.320 6 20 0.320 6 6 0.310 2 6 0.310 2 13 0.320 4 10 0.320 3 10 0.320 3 10 0.320 3 10 0.320 3 14 0.320 4 8 0.310 2 8 0.310 2 14 0.310 4 8 0.310 2 8 0.310 2 8 0.310 2 11 0.310 3 11 0.310 3 11 0.310 3 18 0.320 6 18 0.320 6 18 0.320 6 18 0.320 6 4 0.310 I 4 0.310 1 4 0.310 1 4 0.310 1 7 0.310 2 16 0.320 5 16 0.320 5 16 0.320 5 39 0.320 12 36 0.320 12 36 0.320 12 36 0.320 12 30 0.320 10 30 0.320 10 185 15.0 21.0 11 4213 21.0 38.0 67 140 0.0 146 195 0.0 0.0 69 4.0' Depth below grade: 3.0' Insulation depth: 4.0' Boiler 1: Other (Except Gas-Fired Steam), 89 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Conslruction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoRwarc Version 3.5 Release la DATE: 06/08/04 TITLE: GROOCOCK RESIDENCE Bldg. Dept. Use [ ] [ I [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-15.0 cavity + R-38.0 continuous insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity + R-21.0 continuous insulation Comments: Basement Walls: 1. Basement Wall 1: Solid Concrete or Masonry, 8.ff hff7.0' bg/4.0' insul, R-15.0 cavity + R-21.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors describe features: # Panes__ Frame Type Thermal Break? ] Yes [ Comments: ] No Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? ] Yes [ Comments: ] No Window 3: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? ] Yes [ Comments: ] No Window 4: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? ] Yes [ Comments: ] No Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? ] Yes [ Comments: ] No Window 6: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? ] Yes [ Comments: ] No Window 7: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors describe features: # Panes__ Frame Type Thermal Break.'? ] Yes [ Comments: ] No [ ] 8. Window 8: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 10. Window 9: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 11. Window 10: Wood Frame:Double Pane with Low-E U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ] No 12. Window 11: Wood Frame:Double Pane with Low-E U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ] No 13. Window 12: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ]No 14. Window 13: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 15. 16. 17. 18. 19. 20. 21. 22. 23. Window 14: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 15: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 16: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ] No Window 17: Wood Frame:Double Pane with Low-E U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes__ Frame Type. Thermal Break? [ ] Yes [ Comments: ] No Window 18: Wood Frame:Double Pane with Low-E U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type. Thermal Break? [ ] Yes [ Comments: ] No Window 19: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window 20: Wood Frame:Double Pane with Low-E U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type. Thermal Break? [ ] Yes [ ] No Conunents: Window 21: Wood Frame:Double Pane with Low-E U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window 22: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window 23: Wood Frame:Double Pane with Low-E, U-factor: 0.310 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ I [ I [ ] [ ] [ 1 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ Comments: ]Yes[ ]No 24. Window 24: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 25. Window 25: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Connnents: ] No 26. Window 26: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes__ Frame Type Thermal Break? [ ] Yes [ Comments: ] No 27. Window 27: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 28. Window 28: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 29. Window 29: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ Comments: ] No 30. Window 30: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ Comments: ] No 31. Window 31: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ Comments: ] No 32. Window 32: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 33. Window 33: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ]No 34. Window 34: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 35. Window 35: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: # Panes__ Frame Type. Thermal Break? [ ] Yes [ ] No Comments: 36. Window 36: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 37. Window 37: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ Comments: ] No 38. Window 38: Wood Fram e:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 39. Window 39: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Glass, U-factor: 0.320 Comments: [ ] 2. Door 2: Glass, U-factor: 0.320 Comments: [ ] 3. Door 3: Glass, U-factor:0.320 Comments: [ ] 4. Door 4: Glass, U-factor: 0.320 Comments: [ ] 5. Door 5: Glass, U-factor: 0.320 Comments: Floors: [ ] 1. Floor 1: All-Wood JoisffTruss:Over Unconditioned Space, R-21.0 cavity + R-38.0 continuous insulation Comments: [ ] 2. Floor 2: Slab-On-Grade:Unheated, R-0 (uninsulated) Comments: Crawl Space Walls: [ ] 1. Crawl 1: Solid Concrete or Masonry, 4.0' h~3.0' bg/4.0' insul, R-0 (uninsulated) Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: [ ] 1. Boiler 1: Other (Except Gas-Fired Steam), 89 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number 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" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance fi.om insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ 1 Return ducts in unconditioned attics or outside the buildin~ must be insulated to R-4. [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction 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 un integral beat trap or is part ora 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 from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thiclfness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Temperature (F) Up to 1" Up to 1.25" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Circulating Mains and Rtmouts 1.5" to 2.0" Over 2" Table 2: Minimum Insulation Thickness for HVAC P~oes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 Low Temperature 120-200 0.5 1.0 Steam Condensate (for feed water) Any 1.0 1.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 and Brine Below 40 1.0 1.0 1.5 2.0 1.0 1.5 1.5 2.0 0.75 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 5t,IRVE~ OF PROPER'T'r' ~¢~' ~,a~ - 511'UATE: FLEET'~ NEOK. TOI'~I, .5OUT~ 5bTT', OLL (..,OUN'Pf', NT ~UFFOL. K COUNT'( TAX lOT ~ IOOO-IO~-I~-~ SUFFOLK COUNTY' DEPT OF: HEALTH SERVICES REP. ~ RlO-O3-OOq5 SURVEYED AMENDED IO-1~-O2 11-03-02, PROP. DOCK 12-10-02 P, IATER DEPTHS O0-23-O~, ®AP-.A®E SIZE REVISE[:) O2-15-O5, FOUNDATION LOCATION O5-1¢-2OO5 CHRISTOPHE~ M. GROOCOCK GLORIA GROOCOCK T¢st Hole / / / I / / / / / / / / / NOTES; · MONUMENT 0 PIPF ELEVATIONS REFERENCE N®VDI2q AREA : 20,2¢4 5F OR 0.47 ACRES FEI'4A FLOOD ZONES ~ASED ON FiRH MAP ~ ~2103C, O1,~ ® MAY 4, Iqq¢ ®RAPHIO SCALE I"= 20' < z 0 21¸ ~5' Oon6rete S.T. = IOOO ®ALLON SETIC TANK L.P. : T~AIO ¢' DIA. ~S' ~EEP LFAOHiN® POOL5 'k NUMBERS SHOP4N THUS ARE REFE~ENOE~ TO I,'qATER ~EPTHS AT LOI,~ TI~E JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 R1VERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\LHp server\d~PROS\02-194c.pro oF 51'I'I)ATE-. FI.-EET'5 NEe_.K TOI, NN-...5,d~THO! r~ 5UFF=OLK (.x2t)NT~, SCT:~ IOOO-IO3-13-8 SURVEYED O0-11-O2 AMENDED IO-1~-O2 II-03-02 CHR~Vl~O~ M. OROOCOCK G~ORIA GROOCOC~ ½ol6 NOTES: · h4ONUlqENT O PiPE ELEVATIONS REFEP. ENCE N®VD'2q AREA = 20,284 5F OR 0.47 ACRE5 FElqA FLOOD ZONES E~ASED ON PIP. Iq lqAP :~ 30103CO1~3 ® lqA'¢' 4, ®P-.APHIC. SCALE l"= 20' N JOHN C EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD NY 11901 369-8288 Fax 369-8287 REF.-\~-Ip server\d~PROSX02-194A pro OF ,PROPERT'¢ 51TUATE~ FLEET5 NECK N E~I=FOLK E, OUNT'¢ TAX LOT # I~-IO~-I~--~ .~UFFOLK GOUNT~ DEPT OF HEALTH f:~=i~VI¢_~ REF. II RIO-O~-O~5 11--0~-02, PROP. ~::;~,K. 12-10-02 I"iAIlS~ [~ 0~-2~-0'~ REVISE~ 02-15-C~3, FCA,IN~ATION LOCATION FINAL ~ E · )NT 0 PIP~ AREA = 20,2.(~. 51= ~ 0.4'/ ~ PEHA FLOOD ZONr::E) B/~..~E~ ON FIRM C-RAPHIC, SC, ALE I"= 20' '-' ......==' JOHN C. EHLERS LAND SURVEYOR .~,~,...,'~.'T..T~ RIVERHEAD, N.Y. 11901 ': LITION LEGEND: EXISTING PARTitiON TO BE REMOVED EXISTING PARTITION TO REMAIN EXISTING WINDOW TO REMAIN cERTiFICATION OF EX STING DOOR TO REMAIN ' NAILING & cONNie?TIONS · REquiRE,' EXISTING WINDOW TO BE REMOVED EXISTING DOOR TO BE REMOVED ALL CONSTRUCTION SHALL MEET '['HE REQUIREMENTS OF THE C,Q[:)E~ OF NEW YQRK'b-'I'&T~ APPROVED AS NOTED NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4'PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/I0.0F 1% LEAD, PLUMBING ALL PLUMBING wASTE & WATER LINES NEED TESTiNG BEFORE cOVERiNG Lt- COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE8 AS REQUIRED AND CONOITION8 OF $OUTHOLDTOWN ZBA $OUTHOLD TOWN PU~NNING ~OARD $OUTHOLD TOWN TRUBTBE$ ,. N,'¢,S, 0~O FLOOI~ZO~. ~/~ COMPLY WiTH OHAPTER "46" p~ooo o^~^~ p. EVE.T,ON SOUTHOLD TOWN CODE. UNDERWRITERS CERTIFI~T~ REQUIRED REMOVE EXIST WINDOW OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE ,OF OCCUPANCY RETAIN STdRM WATER RUNOFF PURSUANT TO SECTION 4E,t BO OF THE ToWN c00E, I\ PROVIDE ALL NECESSARY DO NOT pROCEED WITH FRAMING UNTIL sURVEY OF FoUNDATt0N LocATiON HAS BEEN APPROVED. EXCAVATE FOR NEW BASE~T~ ~LL AREAS BEING DEMOLISHED. \ REMOVE ALL EXISTING % / \w~'DECK RAIL NG & ALL ~ .I ~ I II II ~- --SUPPbRT STRUCTURE. -- ~Ii ~ ~ I ' -- / ~ D~J'~"~J~"~ ~ [I~ 1 REMOVE THIS SECTION OF ,, ,, IL ~ REMOVE THIS SECTION OF STRUOTUF~ AND PROVIDE TEMPORARY SUPPORT FIRST FLOOR EXlS'riNEi STRUCTURE TO REMAIN, EMOVE THIS SECTION OF REMOVE EXISTING WINDOWS AND DOORS TO PROVIDE OPENING FOR NEW WINDOWS REMOVE EXISTING WINDOW DRAWING LIST: A.DEM DEMOLITION PLAN A.O FOUNDATION PLAN A.1 F~RST FLOOR PLAN, A. 1-1 FIRST IFLOOR DECK FRAMING A.2 SECOND FLOOR~-~'I PL~N A.2-1 FIRst & SECOND FLOOR FRAMING A.2-2 ROOF F,RAMINEI 'P;L~N A.3 A.4 A.4~1 A.5 A.6 WES, T & SO:UTH' EAST & NO~TH, ELEVATIONS ENERGY C&CULATtO,NS, I'"ba~tLI,NG SCHEDULE & PJR, D. II i Il II II II II 11 LE~_ STINGI AREA TO REMAIN R EJ'~ O~-~E ED(!S3'ING WINDO'~ ¢~J~lD PI~OVIDE OPFJ~q NG' FOR NEVV. SECOND FLOOR 0 D 1/4"=1'0" D~MOLITION P~N bWe~ A.:D,EM, GENERAL NOTES 1, ALL WORK EiI"~ALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES. 2. BEPORE COMMENCEMENT OF WORK. THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSUFIANCE AND WORKER'S COMPENSATION CERTII;ICATES AND NAMES OF ALL SUB-CONTRACTORS. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS'ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SPACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE CODES. 6, THE CONTRACTOR SHALL PAY FOR AL. PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT U,O,N CONTRACTORS SHALL INITIATE. ALL REQUIRE[: INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U,O,N, 7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FoR ALL TRADES FROM THE JOB SITE, 8, ANY "EX'rRAs" FOR ALL OB LEGITIMATE UNFORSEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OVVNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK, 9, DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS REFER TO CONSTRUCTION DRAWINGS FOR SIZES 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST, GRADE OR BETTER. 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO: MILLWORK. SPRINKLER SYSTEMS AND STEEL WORK ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING FOUNDATION NOTES: 1 , BASED ON SOIL BEARING CAPACITY, TWO TON PER SO. INCH SUBJECT TO INSPECTiON AND VERIFICATION. 2, ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL, NO FOOTING SHALL SE ~ET HIGHE*R OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. FOUNDATION LEGEND: NEVF 8" POURED CONCRETE FOUNDATION WALL · 'r" ',' , REFER TO DRAWING A.3 FOR HEIGHTS, 3" POURED CONCRETE BLAB WITH 6X6 10/10 W.W,M ON CLEAN ~'~ COMPACTED FILL, WINDOW LEGEND: WINDOW SPECS ANDERSEN ROUGH ROUGH REFERENCE OPENING OPENING QTY RROV. V PIROV. 5/8" ANCHOR BOLTS @ -- 3'-0" C.C. (MIl PROV. 5/8" ANCHOR BOLTS $'-0" C.C. (MIN 1'-0" FROM" PROV, BEAM MA& 4" X 4" CCA PO~TS __ 10" CCA, -- EXISTING TO REMAIN, 13'-6" 8" P. COHO. FOUNDATION WALL W/ 1 '(~t" X 10" D, FOOTING CFYP. ALL) PROV, W,WJM. IN WALL PROV. BEAM POCKf~I~ CFYP ALL BEAM CONPITIONS 2- I 3/4"X9 1/4~ G-P LAM LVL BEAM REF. FRAMING PLAN A.1 ~1 36'-8" 4" DIA STRUCT STl BURIED IN FOOTING. -- (TYPICAl ALL AREAS) PROV. 3 - ~5 REBAR DRILLED INTO EXIST, FOUNDATION WALL. (TYP. BOTH SIDES) PROV 3 - ~6 REBAR PO U~ATION WALL. DRll D INtO EXIST CFYP. BOTH SIDES) PROV. 4' X 4' INSUL ~ EXIST, AREA TO REMAIN.---~ ACCEE~ PANEL PROVIDE NEW 4" DIA. pROV, 3 1/4" X 11 7 STRUCT. STL. COL ~ BURIED IN FOOTING. ~ (TYPICAL ALL AREA~SL ~ .~)(IST. FOUNDATION / PROV, 5/8" ANCHOR BOLTS 8" p WALL W/1 ~1" X 't0" D FOOTING (TYP. ALL) PROV W,W.M. IN WALL 4" P, CONC. SLAB ON COMP. ~'llL WITH W.W,M,6 X 6 REINF '--., (TY'P. ALL BASEMENT AREA) CLEAN COMP. FILL UF 8" P CONC. FOOTING [TYP. ALL) PROV W.W.M. IN WALL EXIST. FOU NDAT[OI~ PROVIDE DAMPROOFING AF~UNO FOUNDATION IRDER SLA 14'-10" FOUNiDATION PLAN 5/8" ANCHOR BOLTS ~ OC, (MtN 1'-0" FROM CORNERS) 19' GARAGE OPENING, BEAM POCKET ALL BEAM CONDITIONS) 3/4" X B 1/4" 2,0E G-P LAM LVL BEAM REF. FRAMING PLAN A.1-1 8" P, C(~NC, FOUNDATION WALL W/1 'lB" X 10" D [TYP, ALL) P~OV, W.W.M, IN WALL PRO~V, 3 - ~ REBAR FOUNdAtION WALL. cr',~, E~oTH ~DES) EXIST, FOUNDA~ON Z>- 0 m 1/4" = 1 '0" ~WG. FoUN~,.~TI(~N PI.~N Q~01~0~;~N THE JO~, ~ ~HITE'C~ MU~ BE NOTIF~ ~F ANY V~IATION~ ~E DIMENalO~ SHOWN. ~WI~S UN'SS OTHERWISE NOT, D, ~. ~HE C~GTOR S~ ~ RESPO~B~ FOR ~DEQUATELY 'C~SE, ~ BT~N, AND M~UG~EN~ ACqORDING TO ALL APPLI~ HE CO~TOR SH~L PAY FOR ~ ~R~ITS, ~ES~ ~D CO~TS RE~D TO EWO~ ~ C~CT, CON~ aHALL INMATE ~L RE~IRED SPEO~S OF ~ WORK ~MP~ED UN~ER ~iS P ~IB~E FOR REM~AL OF ALL ~l~H FOR ALL T~DES. FROM THE JOB SITE· S, AN~.~$* FOR ~ OR LEGITI~E UN.REsiN ~NDITiONS S~L BE BOqU~D WITH THE ~8~ OF ~PPROVAL ~ O~ER OR HIS AGENT PRIOR TO ST~G ~DtTIONAL WORK REaR TO CONSTR0CT D~WIN~S FOR SUCH ~ B~ NOT LIMt~D TO; MILLWORK, SPRINKLER SYSTEMS ~D STEEL WORK. P~CEEDING. 'PLU:MBING LEGEND: ROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS li~IDICATED ~O~ OONSTRU~'rlON PLACid). Fo~ow ~ NECES~Y N.y C AND N BOI~ING. OOD~ T~T ~PLYTO WORK BEING COMPL~D. PROV, ~L NECESSARY D~tN VALVES ~iHB PROVIDE FROST FREE HOSE BIBS. ~S SHOWER H~ INSULATION, NOTES: BM 'OERT~TIEED' OR APPROVAL ECL[AL, BY CERTAI~JTEED' OR APPROVE~D E~UAL. E LECTR I, CAL ,LEG E N D: -EC .,CAL W0"K TO BE 'N ^DCORD*.OE W,TH .ULES mB REGUI-~TIIG~ ~OMS OF THE N,Y.B,F.U. AND A CERTIFICATE FROM ~E N.Y.B.F.U. 18 TO O.N.O,. DOWNUGHT TRIMS TO BE WHITE· ~ D~ ELECT~OAL REC~TACLE ~ WA~ SW~C~ a 3-WAY WA~ SWITCH ~s OEILING MOUN~D JUNCTION B°X ~ W~ MOUNTED JUNCTION aOX ~ RE~E~D DO~UG~ (1~) "~ GHTO ~R' OR ~PROVED EQUAL ~ ~ERt0,R'~U~TED ~WNLIGHT (100~ ~F NEW CEI[ING'MOUNTE~ JuN~IQN BOX [OR RECESSED ~HAUST ~SO I 8MOK~ ~flBON MONOXIDE O~ECTOR ' TO BE ~D WIRED TO OENT~ CORTROL ~X ~T N~ ~EEPHONE REDEPTACLE ~ NEw 0OORBE~L CONSTRUCTION LEGEND NEW EXTERIOR PARTITION* 2' X 6' v[tOOO STUD WALL W/1/2" CDX PLY'C/D. EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), QUALITY EDGE SIDING BY "TRU-BHAKE" - COI~OR ,WICKER APP, ED. PROV.1/2" GYP. BD,(I~RE~/VED/TAPED) CLR, PINE 5" COLON[a~.,~SE TRIM & R-31 FOIL FACE INsuL (HISH DENSI~. 3 1~ W DE CL~ PINE COLON]~ TRIM ON A~ WINDOWS & DOORS ~ WINDOWS TO ~VE STOOL. INTERIOR PAI~- TO BE "BENJAMIN MOORE" U.O N, ONE ~AT PRIMER AND U,O,N. ~ TRIM SEMI-GLOSS. HAR~D FLOORINGrSELECT ~1 RED O~ 2 1/4'W., 15~, FELT ,UNDER~YMENT (3 FINISH ~OATS OF CL~ SATIN POLYURE~ANE,) SUB-FgOOR.USE 3/4" THICK pL~QD GLUED ~D ~ILED. SUB FoR ~LE AR~ TO BE SCR~ED ~O GLU~. CE~MI~, TI~ - "~ ERIC~ O~N' TI~ oR ~p. ~Q, TI~E TO BE INSTATED ~ER I~ CEMENT BOARD U.O.N. WA~ FLOOR GROUTTO WATERPROOF ~DIT~E MI~ED IN. FI~, & SECONDqFLOOR ,' ~', 6"8" ~S SUDING CONSeRVATiSM ~i~, 7'~0~' ~E~ ,, =1FCTRIO , e'-0" e'-~' :~ , UO~N~ K~TcHEN ' 2'-6" 6'-8" WoQ~" ~le~ s~e DINING ROOM 1'-10" 6'-8" ~D ~IG~ SWING ~8EMENT 2'~" e'-e" wOOD e,am,s~a ~uw ~0M e,-e,, ~OD RIG~ SWlNa ~THaO~ 1 WINDOW LEGEND' ALL WI NDOVVS TO BE ANDER~EN TILT-WASH. wINDOw SPECS =ANEL ~N ROUGH BOUGH PLAN REN~.&~E~E OF~NING ORENINGI Off. 25' CONSERVATORY KITCHEN 12'-0" LIBRARY 41 DOOR GARAGE ~0'6" X 23'0" 1 RM. ~EAT ROOM 14710" X 20'6" ' UP 14'-2" 14'-11" TRUSS/RAFTER O TOP pLATE (RPS4) TO STUD (CSle) 10d NAILS OR -- led SINKERS 3" O,C. VERTICAL 4" O,C. HORIZONTAL STRONG-WALL SHEARWALL PICAL AT ~H CORNER) ;TUD TO SAND JOIST (CS16) (LSTA18) PHD6WITH 12 SDS 1/4X3 SILL PLATE TO FOUNDATION -- USING USP BEARING PLATE FASTENERS (HBPS/LBPS) 'BOY. 11 7/8" BOX BEAM SILL PLATE TO PLATE FASTENERS (HBPS/LBPS) SILL PLATE TO FOUNDATION (BP) PROV. M~TAL FB~SHING AT ALL WINDOW SILLS (TYR ALL LOCATIONS) ROOF TRUSS METAL FASTENER SCHEDULE (EXAMPLE) SHEATING TO TOP PLATE. WALL STUDS DOUBLE TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATING CONNECTION OF TOP ~'~ WALL PI_~TE TO WALL STUD.~ 2" X 8" BLOCKING 2" X 4" TOP PLATE RAFTER BRACING MTS12 STRAP -- WITH (7) 10d X 1 1/2 FASTENER TO STUD AND RAP II=R. BIRDSMOUTH CUT (EXAMPLE) LOW END OF JOIST ONLY BAND JOIST ._~c'iF LO OR FRAMING TWO- MEMBER FLOOR SUPPORT BIE~M PILE CONNECTION OF FLOOR FRAMING SUPPORT BEAM, SIMPSON LTS12 STRAP WITH (12) 10d X 1 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING ~/'D~-'~ TO SUPPORT SEAM. (EXAMPLE) RIDGE 10d X 1 1/2 FASTENER / (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE / g g";;2gB GRRATER) CONNECTION OF RIGDE BEAM TO ROOF RAy I ER (EXAMPLE) SIMPSON HL35 ANGLE BRACKET DBL. MICROLLAM CORNER CONNECTION~ ( EXAM P LE) ~ X- BRACING (EXAMPLE) I SCREW THROUGH BRACE AT EACH FLANGE 0 75" X 33 MIL CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH = JOIST JOIST TO HEADER JOIST (EXAMPLE) I 3/4" X 11 1/4' 2.0E G-P LJ~M LVL - 700 PLF LOAD 7'-5" SPAN PROV 1-3/4" X 11-7/8" RIMJOIST AROUND ENTIRE PERIMETER G-P LAM LVL - 1400 PLF LOAD 7'-1" SPAN A.6 (3) 2"X 10" CONNECTION OF WINDOW ~ EXTERIOR WALL SIMPSON LSTA18 STRAP WITH (12) 1Od FASTENER. JACK CONNES~I-~N OF WALL SHEATHING H FADER ~,,.~ TO STUDS AROUND WINDOW (EXAMPLE) WALL--, ONNECTION OF WALL , I~ LATHING TO WINDOW CONNECTION OF WALL SHEATHING ~ T(~ WINDOw HEADER ' A1 - (EXAMPLE) v PILE"-/ WALL STUD WALL STUD BO~FOM P. LATE B~ND JOIST ~--- T~NO- MEMBER FLOOR SUPPORT BEAM ~ CONNECTION OF W~LL TO FLOOR FRAMING SIMPSON L~TA18 STRAP WEH (12) 10d FA~R, CONNECTION OF ~ND JOl~ TO S~PPORT G-P LAM LVL - 700 PLF LOAD 7'10 1/4" SPAN FJ TO REMAIN 2-1 3/4" X 11 7/8" 2.0 E G-P LAM (FLUSH) EXIST. FJ TO REMAIN ~REMAJN,% FIRST FLOOR DECK FRAMING PLAN PROV, 1-3/4" X 11-7/8" RIMJOIST AROUND ENTIRE PERIMETER, Z>- r3z m 0 m D SCALE: 1/4" = 1 '0" DWG, NAME: FIRST FLOOR FRAMING PLAN A.1-1 GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDIf'~iANCES. 2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL. FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQ '[JIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL EUSCONTRACTORS, ~3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND C~ONDITIONS Of:4 THE JOS. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4. THE CORTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PLUMBING LEGEND Op PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING /~S INDICATED ON CONSTRUCTION PLAJ~S), FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NECESSARY DRAIN VALVES. OHB PROVIDE FROST FREE HOSE BIBS. ~S SHOWER HEAD INSULATION NOTES ELECTRICAL LEGEND: NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WiTH THE RULES AND REGULATIONS OF THE N,Y,B*F,U, AND A CERTIFICATE FROM THE N,Y,B,F.U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB NOTE' THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE ELECTRICAL CONTF:iACTOR NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR O N.O,. DOWNLIGHT TRIMS TO BE WHITE {~ DUPLEX ELECTRICAL RECEPTACLE ~eFI DUPLEX RECEPLTAGLS/GROUND FAULT INTERRUPT ~SC DUPLEX SEPARATE CIRCUIT RECEPTACLE $ WALL SWITCH $ 3 3-WAY WALL SWITCH QB CEILINGt MOUNTED JUNCTION BOX ~Jl~ WALL MOUNTED JUNCTION BOX ~ RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL ~E EXTERIOR Mour~TED DOWNLIGIHT (100W) mjb WALL MOUNTED DUAL SPOT UGHT ~E NE~V CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST F FAN/~JGHT WITH DUAL SWITCH AT WALL "SROAN" HEA~Y DUTY UNIT OR APP, EQUAL, CF ~XT, ~4QUNTED LIGHT WITH FAN ~I~8D SMOKE/CARBON MONOXIDE DETECTOR' TO BE HARD WIRED TO CENTRAL CONTROL BOX ~'T NEW TELEPHONE RECEPTACLE ~:>c NEW CABLE TV RECEPTACLE DB[] NEW DOORBELL CONSTRUCTION LEGEND DOOR SCHEDULE. FIRST & SECOND I~LOOR DOORS )OOFI OPERATION LOCATION DOOR ID WIDTH HE,CH3 4AT~F/tAL ~) 2'¢B" ~'-6" 1/2 GLASS .EFT SWING FOYER WINDOW LEGEND ALL WINDOWS TO BE ANDERSEN TILT-WASH WINDOW SPECS "C" Q TW304~2' 6'-3 1~/16" 4'.8 7/8" 2 EGRESS1 "D" ~J TVV2042 2'-2 1/8" 4'-4 7/8" 2 "F ~ TW3046' 3'.2 1/8" 4,.e 7/8. 4 EGRESSI "K' (~ TW2032-2 4'~3 15116" 3'-4 7/8" 3 "U' Qi TW~1052' 3'.0 1/8" 5'.4 715" 3 EGRESSI ~ TW2452-2 4'-11 15118" 5'-47/8" 4 "Q" (~ 'P¢,/~1052,'20 0'-6 1/~" 5'-6 3/4" I ~Y "R" {~ ~VV2446-2 4'-11 15116" 4'-87/~" 3 STORAGE OFFICE 23'-3" 11 '-6" 2 BATHROOM 2 ~BEDROOM I SECOND FLOOR DEl 3 14'-2" MEDIA ROOM PROV. 1-3/4" X 11-7/8" RIMJOIST AROUI'~ID ENTIRE PERIM~ ~ ER' ~ PROV FIRST FLOOR CEILING & SECOND FLOOR DECK FRAMING PLAN , I 3/4" X 11 1/4" 2~OE G-P LAM LVL- 1,260 PLF LOAD 11'-10 1/4" SPAN -1 PROV. ' EXIST. CJ TO REMAIN, SECOND FLOOR CEILING FRAMING PLAN 0 0 D =tRST & SECOND =LOOR F~MING P~NS mc. 2" X AREAS) crYP. ALL) (TYp. ALL DGRMER AREAS) RAKE*' F ON ALL GABLE ROOF ENDS. (TYP) -...2-1 3/4" X 1 1 7/8" 2.0 E G~P LAM LVL RIDGE SEAM 2-1 3/4" X 11 7/8" 2.0 E G-P LAM ON ALL GABLE ROOF ENDS. (TYP.) -1 2-1 3/4"× 11 7/8~' LVL RIDGE BEAM ON ALL GABLE ROOF ENDS, F (TYP. ALL DORMER ROOF FRAMING PLANS _ 2" X 12" R,R. ~[9 16" O.C. (TY'P. A[:L DORMER AR EAE~) PROVIDE 8 FINE FASCIA BD. COVERED WITH WHITE ALUM COIL STOCK SOFFIT VENT IN 5/4 x 6 JOINT cEDAR CL 6/4. CDR. FRIEZE I 2" X 6" WOOD. STUDS W/1/2" CDX PLY SHEATHING, R-21 FOIL FA, INSULATION, t'TYPI CAL ALL AREAS) 8" P. CONC FOUNDATION WALL W/ 1 '6" X 1 O" D. FOOTING (TY'P. ALL) PROV W.W M. IN WALL CONC. FTGS, (TYp) NEW A~PHALT ROOF SHINGLES /2" ODX PLYWOOD SHEATHING, FELT BENEATH ASPHALT ROOF (TYP, ALL AREA~) Pi~OV. R-3B FIBERGLAS INSULATION ~REAS. -~" X 10" RIDGE BEAM 10" R.R. @ 16" C.C. 10" F.J, @ 18" C.C. PROV. 10" C,J. , Ill I I mi I III II Illll I [ EXISTI'NG_~ AREA .L PLATE BOLT CLEAN COMP. FIN, FIBERGLAS INSULATION ALL ATTIC AREAS, REIN. 4" COL. BURIED EXISTING ("-BAS EM ENT BUI LDI, NG SE,CTI. ON P. CQNC. FTGS.(TYP) 0 ROOF F~MING P~N & BUILtDING SEC~ON A.2,2 PANEL LEGEND (REFER TO TABLE 1609.1.4) PANEL ~IZE REF. tYPE AND ~ OF SCREWS WfDTH i HEiGH.T "A" HORtz01Nq'AL - 6 ~RTICAL - 6 ALTERNATIVE FOR OPENING PROTECTION wood STRUCTURAL PANELSW'ITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM P, At~EL sPAN OF B'-0" SHALL SE PERMI3-i'ED FOR OPENING PROTECTION IN ON AND TVVO STORY BUILDINGS. pANELS SHALL SE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE pROVIDED. (REFER TO SECTION '1609.1 ,4 ADD 1609.0.5 AND TA~L~ 1 ~3B.1 ,4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS PANEL SPAN _< 2'-0" < PANEL 4'-0" < PANEL E'-0" < PANEL FASTENER TYPE I 1/2" ~6 WOOD SCREWS 16 1E 12 9 I 1/2" #8 WOOD SCREWS 16 16 16 12 NOTE: REFER TO A,1 & A.2 wlN~ow & BOOR SCHEDULES FOR'PANEL LOCATIONS. F-1 I' LJ = -4liE--Jl', EXISTING CHIMNEY -- ) BE EXTENDED PROV. 5/4" X S" CLR CEDAR TRIM 5/4" X 6" HARDI-PLANK P CORNER BOARD. (ROUTED TO ACCEPT VINYL SIDING BEHIND.) (TYP. ALL AREAS) 21 WOLVERINE OR APP. WOLVERINE O~ APp. EQ. VINYL CEDAR IMPRESSIONS SIDiNG ~ ALL AREAS) WEST ELEVATION PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE (TYP AL TO BE EX~ENDED RROV. 514" X 4" CLR. CEDAR ~¢YP. ALL AREAS) PROV 5/4" X 6" CLR. CEDAR TRIM, (TYP. ALL AREAE) ALTERNATE 'I1" 5/4~' X 6" HARDf-pLANK pREPRIi~ CORNER BOARD. (ROUTED TO ACCEPT VINYL SIDING BEHIND,) ¢'YP, ALL AREAS) WOLVERINE OR APP. EQ. VINYL CEDAR IMPRESSIONS SIDING (TYP ALL AREAS) PROV. 5/4" X 4" CLR. CEDAR WINDOWTRIM (TYp ALLAREAS) SOUTH/ELEVATION ~NOLVERINE OR APP. EQ. VINYL CEDAR IMPRESSIONS SIDING (TY'P ALL AREAS) PROV. 5/4" X 8" CLR, CEDAR C~P. ALL AREAS) ALTERNATE "1" 5/4" X 6" HARD~-pL.ANK PREPRIMED CORNER BOARD, (ROUTED TO ACCEPT VINYL SIDING BEHIND,) (T'YP. ALL AREAS] I,-,,,,I !; ~, ,..'~ 0z t5 .. 1/4"= 1 '0" WEST & SOUTH ELEVATIONS A.4 PANEL LEGEND (REFER TO TABLE 1609.1 .,4) PANEL. SIZE ALTERNATIVE FOR OPENING PROTECTION WOOD ~fRUCTURAL PANELBWFr~ A MINiMuM THICKNESB OF 7/18" AND MP~XIMUM PANEL SPAN OF 8'-0" SHALL BE PERMII-CED FOR OPENING PROTECTION IN ON AND T~VO STORY BLOLDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENIN~ WiTH A~rADHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609,1.4 ABD 1609.6,5 AND TABLE 1 ~09,1,4) TABLE 1609.1,4 WlNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTF~,L PANELS FASTENER TYPE 2'~0'' SPAN <_. 4'-0" SPAN ~.% 6'-0" SPAN 5 8'-0" 1 1/2" ,'¢8 WOOD SCREWS 16 16 16 12 NOTE: REFER TO A.1 & A.2 WINDOW & DOOR BCHE-DULES FOR PANEL LOCATIONS. I 1/2" "~8 WOOD SDRB/VS 6'-0" < PANEL 6'-0" < PANEL SPAN ~: 8u0" SpAN < 6'-0" EXISTING CHIMNEY TO BE EXTENDED 23'-10" PROV. 5/4" X 6" CLR. CEDAR TRIM. CFYF 5/4" X 6" HARDI-PLANK PREPRIMED CORNER BOARD, (ROUTED TO ACCEPT VINYL SIDING BEHIND.) [TYP. ALL AREAS) PROV. 5/4" X 4" CLR CEDAR WINDOW TRIM, (TYP, ALL AREAS) WOLVERINE OR APP, EQ VINYL CEDAR IMPRESSIONS SIDING 0'YP ALL AREAS) EAST ELEVATION PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE PROV, 40 YEAR "GAF*' ASPHALT EXISTING CHIMNEY ROOF SHINGLE. TO BE EXTENDED % III ~ '~ ' I, III iii I1~ III Iit II [ ' , ,, , ' , , I I ,, , ,,,,,,,,,, , ,,,,,,,,,,,,, ,, ",,, ,,, ,,, ,,, I III II I I i Ill ill Ill il Il I I[ Ill 111 Ill III iii II1 Ill I ~ III III Id ~ ~11 I Iii III ri i III III III VINYL CE[~kR IIMPRESE~IDNE N,ORTH ELEVATI:ON ~'P. ALL AR~) ¢~LTEBNATE "1" 5/4" X S" HARDI-PI.CcNK PFiEPRIMED CORNER.BOARD. (R~U~D TO ~O~T VI~ SIDING BEHIND,) PROV. 5/4" X 6" OLR. CEDAR ('rYP, ALL AREAS) ALTERNATE "1" 5/4" X 5" HARDI-PL~NK PREPRIMED CORNER BOARD. (ROUTED TO ACCEPTVINYL SIDING BEHIND. (TYp, ALL AREAS) GENERAL NOTES: I FAMILY DETAiDI'~D DWELLING ZONE 11B HEATING DAYS = 5750 MINIMUM EQUIPMENT PERFORMANCE HEATING & COOLING CRITERIA ZONE 11B DETACHED ONE FAMILY WALLS MODE: HEATING OR COOLING 0 14 ROOF CEILING O 031 UNHEATED SLAB ON GRADE 4.5 BASEMENT WAL~L a,b, 0,1 CRAWL SPACE WALL 0 06 GENERAL FLOOR PLAN NOTES 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS) 2, ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING, TAPE, FLOAT, AND SAND (3 COSTS). 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD GENERAL FRAMING NOTES 1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BE I ) ER 16" O/C, ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR Sb I I ER. 2, ALL WOOD FRAM)NC IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED 3, PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED, 4, PROVIDE X-BRACING OR SOUR BLOCKING AT A MAXIMUM OF 8'-0" O/C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. 5, FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE PLYVVOOD SUBFLOOR FINISHED MATERIAL TO BE APPLIED OVER SUBFLOOR, GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS, 6, ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2} 2"X10" UNLESS OTHERWISE SPECIFIED ALL iNTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS 8, ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED, 9, ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS, 10. TYPICAL EXT~tRIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYMVOOD OR 7/16;' OSB PLYWOOD PLY~NOOD TO SPAN OVER ALL PLATES AND HEADERS 11, PROVIDE INSULATION BAFFLES AT DAVE VENTS BETWEEN RAFTER. GENERAL ELEVATION NOTES 1. EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES 2, GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~TIC VENTILATION AND ROOF VENTS. 3, PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS GENERAL PLUMBING NOTES I PLUMBING SUBCONTRACTOR TO SE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 2 IF WALL PLATES OR JOIST ARE CUT DURING THE iNSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER GENERAL HVAC SYSTEM NOTES 1, MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS, 2 HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER 3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1, MINIMUM OF O_NE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR, 3. NET OLEAR OPENING SIZE TO BE A MINUMUM OF 57 SQUARE FEET MINIMUM OF 5,0 SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA MAXIMUM MAXIMUM HEATING GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALLI SLAB PERIMETER CRAWL SPACE DEGREED DAYS U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ZONE 115 5750 0,45 R-38 R-21 R-21 R-10 R-9,2 FT R-19 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES DESCRIPTION R-VALUE R-VALUE WALLTYPE 1 8"PCONC 9'H, R-10 R-10 8"PCONC, FNDN, WALL ON TOP OF A CONT FOOTING WALLTYPE2 8"P.CONC 4'H, R-19 R-19 8"P,CONC FNDN. WALLON TOPOFACONT. FOOTING, WALL TYPE 3 2"X6" W.D STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH CDX PLY WD WALL TYPE 4 2'X4" W,D STUD R - 13 R - 13 2" X 4" WOOD STUD WALL WITH 1/2" GYP BD. ASPHALT ROOF TYPE SHINGLE R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE FLOOR TYPE 3/4"X 11 7/8" ; R-21 R-21 I 3/4"X 11 7/8" TGI PRO 350FJ @ 16"O.6, CEILING ~YPE 2" X 10" C,J. N/R N/R 2" X 10" CEILING JOIST @ 16" 0 C SLAB 4" P,CONC R - 9,2 R - 9,2 4" P.CONC.SLAB ON COMP, FILL W/W,W,M 6 X 6 REINF NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE ;3,1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING SPACING NO. COMMON I RAFTER TO TOP PLATE (TOE-NAILED)CC16" O C 3 8d PER RAFTER 2 SELLING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST 3 3EILING JOIST TO PARALLEL RAFTER (FACE NAILED) (SEE TABLE 3 7 EACH LAP 4 3EILING JOIST LAPS OVER PARTITIONS :ACE-NAILED) (SEE TABLE 3,7) EACH LAP 5 DOLLAR TIE TO RAFTER (FACE-NAILED) (BEE TABLE 3 4 PER LIE S 3LOCKING TO RAFTER (TOE!-NAILEB) 2-8D EACH END 7 RIM BOARD TO RAFTER (ENO-NAILED) 2-16D EACH ENI~ 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT 9 TOP PLATE AT INTERSECTIO~NS (FACE-NAILED) 4~16D JOINTS-EACH SIDE 10 STUD TO STUD {FACE-NAILEED) 2-16D 24" O,C i 11 HEADER TO HEADER (FACE-.NAILED) 16D 18" O,C. ALONG EDGES 12 TOP OR BO~FOM PLATE TO IST%JD (END-NAILED) 2-16D PER 2 X 4 STUD 13 BOTTOM PLATE TO FLOOR JIOIST, BAND JOIST, END JOIST OR BLOCKING (FACE-NAILE[~) 2 16D PER FOOT 14 JOIST TO SILL, TOP PLATE DIP GIRDER (TOE-NAILED) 4-16D PER JOIST 15 BRIDGING TO JOIST (TOE-NAILEB) 2-8D EACH END 16 BRIDGING TO JOIST (TOE-NAiLED) 2-8D EACH END 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-1SD EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 20 BAND JOISTS TO JOIBT (END-NAILED) 3-16D PER JOIST 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT 22 STRUCTURAL PANELS SD (SEE TABLE 3.8) 23 DIAGONAL BOARD SHEATHING 1" X S" OR 1" X 5" 2-MD PER SUPPORT 1 ' X 10" OR WIDER 3-8D PER SUPPORT 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 25 STRUCTURAL PANELS 8D (SEE TABLE 3,8) 26 FIBERBOARD PANELS 7/16" CD 3" EDGE/6" FIELD 25/32" 8D 3" EDGE/6" FIELD 37 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ ,10" FIELD 28 HARDBOARD 8D SEE TABLE 3 9) 29 PARTICLEBOARD PANELS 8D SEE TABLE 3,9) 30 DIAGONAL BOARD SHEATHING t" X S" OR 1" X 5" 2-8D PER SUPPORT 1" X 10" OR WIDER 3-5D PER SUPPORT 31 STRUCTURAL PANELS CLIMATE AND GEORGRAPHIC DESIGN CRITERIA TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM '" WINTER I SNOW DESIGNI ICE BHIELD FLOOD LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE DESIGN UNDERLAYMENT HAZARD DEPTH TERMITE DECAY TEMP, REQUIRED LOAD BEARING VALUE DP MAP # 361030158 G EXPOSURE CATEGORY B SOIL 3,000 RSP MODERATE TO SLIGHTLY TO 45 PSF 120 MPH B "SEVERE" 12" FOOTINGS HEAVY MODERATE ZONE 118 = 11° YES EFFECTIVE DATE: USE-15+' MAY 4TH 1998 FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR. WALLS, WINDOWS, AND DOORS INSULLATION DESCRIPTION R-VALUE g FACTOR X AREA = UA WALL R-21 go~0 14 3,724 SC.PT 521 WINDOW R= ,3 / SQ FT 0 35 410 SQ.FT 144 DOOR U/A 0,35 194 SQ,FT 68 TOTAL AREA 4,328 SQ,FT, FLOORS AND FOUNDATIONS FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER = UA DEBORIPTION DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION Boo;; 7_40° PO%; ;oo_ _i; ;3 WIND SPEED 120 M/HR DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND _CAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY i DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS USE MIN REQUIRED PROPOSED T MIN. REQUIRED PROPOBED SLOPE HT,/FURED HT, SLOPE HT./,rFURED HT CNSVTRY, N/R 185 SC, ET, N/R 7iD' N/R 13~3'' KITCHEN 50 SO .FT. 185 SC, FT N/R 7'8" N/R 7'6" LIBRARY 70 SQ,FT, 225 SC,PT, N/R 7'6" N/R 7'6" DINING RM, 70 SC.PT 281 SC.FT. N/R 7'6" N/R 7'6" GREAT ROOM 70 SC.PT 329 SC,FT. N/R 7'6" N/R 7'6" INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 >- 0 1/4" = 1 '0" ENERGY ~ALCU~TIONS A.5 CONNSCTION' SILL PLATE TO FOUNDATION 0PAWL SPACE OR BASEMENT) CODES. WALL BOTTOM PLATE TO FOUNDATION FASTEST MILE WlNDSPEED (MPH) 2 U ROOF SPAN (FT6 20 58 24 69 28 119 32 149 36 179 58 24 28 89 2 32 119 36 149 179 REQUIRED CAPACITY OF CONNECT ON LBS ~-~ 681 447 .A. 368 A. 681 ,A. 421 509 128 170 211 253 294 422 421 206 260 314 422 421 291 358 426 493 561 291 358 426 493 561 254 421 U CONNECTOR UPLIFT LOAD. L ~ CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD (pERALLEL TO THE WALL) · ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION I I 4, ' TABULATED Upu~T REQUISEMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF~, ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0,70 AND 0 85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, CAPACIT~ OF 421 PLF (V~ALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING A~FACHED WITH * TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR 8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS) FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPAICITY OF THE CONNECTION SHALL BE INCREASED FASTEST MILE WlNDSPEED (MPH) RAFTER/TRUSS SPACING (IN,) PRESCRIPTIVE DESIGN TABLE 3 3 (AMERICAN FOREST & PAPER ASSOCIATION ROOF SPAN (FT) 282 ~ 327 371 416 461 L~ = CONNECTOR UPLIFT LOAD 20 24 28 32 36 100 RSQUIRED CAPACITY OF CONNECTION (LBS) 447 N N 110 120 427 526 626 726 826 927 1027 339 290 CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S CONNECTOR SHEAR LOAD (pERALLEL TO THE WALL) ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF} TABULATED UPLIFT REQUIREMENTS ASSUME A REQUIREMENTS SHALL BE PERMI~f'ED TO BE MULTIPLIED BY 0.70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT TABULATED UPLIFT AND LATERAL CONNECTION LO ATEB W THIN 8 FEET OF BUILDING CORNERS, , T~i~L~LATED UPLIFT LOADS ARE SPEC FlED FOR ROOF-TO-WALL CON NECTIONS WHEN CALCU LATIN G t JPLIFT LOADS FO R WALL"TO"WALL OR WALL-T'O'FOU NDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO SE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH PULL WALL ABOVE, TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET, FOR MEAN ROOF HEIGHTS OF 15 FEET OR LEES, THE TABULATED' VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80 SILL OR BO'FFOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3,2A ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR ECL I FASTEST-MILE WIND SPEED FASTEST-MILE WIND S (MPH) (MPH) 90I 10011101120 90I 100 I 110 FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR SUPPORTING EDGE NAIL SPACING SPACING (IN) SPACING (IN,) 2 STORIES ALL' 23 36 1-3 STORIES 57 ,ELD 120 ,OLT ANCHOR BOLT CONNECTION SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) WALL PLATE TO FOUNDATION* (SLAB-ON-GRADE) U _ CONNECTOR UPLIFT LOAD CONNECTOR LAfERAL LOAD. (PERPENDICULAR TO THE WALL) L = L S ~ CONNECTOR SHEAR LOAD (PERALLEL TO THE WA L) DESIGN PER SECTION 1,1 4. * ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION (279 PLF), ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOOKED ROOF AND/OR FLOOR DIAPHRAMS ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" C.C. (731 PLF) BUILT IN ACCORDANCE W TH SECTION 3 4,4 ~ ANCHOR BOLT SPACINGS BASEDON MAX MUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C, (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3 4,4. SILL OR BOI-f'OM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 32B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8'~ ANCHOR BOLTS (MPH) (MPH) . RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) 1/~ ANCHiR BOLTI FASTEST-MILE WIND SPEED (MPH) 90 I 100 110 120 MAXIMUM ANCHOR BOLT RAFTER/ WALL HEIGHT SPACING (IN,) CEILING JOIST (FT.) SPACING (IN.) 16 10 3 3 4 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS. WHEN CEILING JOISTS ARE INSTALLED PARALLEIr TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN F~TENED TO A 2 X 8 TOP PLATE UPLIFT STRAP CONNECTION (ROOF-TO-WALL, WALL-TO-WALL, AND WALl -TO;FOUNDATI,ON) (AMERICAN FOREST & PAPER ASSOCIATION) 9011001110 ON.) 120 NUMBER OF 8D COMMON NAILS END OF 1-1/4" X 20 20 32 36 GAGE STRAP~ 3 3 3 3 3 4 4 3 4 4 4 5 4 4 5 5 5 6 4 5 7 WALL Ill WALL WALL 30' 24" CLEARANCE 21" IN FRONT OF OPNG. CLEARANCE WALL WALL TOILET, BATH AND SHOWER SPACED SCALE: 1 '= 1/2" ~ I/2' I TO APPROVED EANITARY SYSTEM M. BATHROOM ICC 1/8" ELOPE PE~ I' UTILITY ROOM ---IC.O PLUMBING RISER DIAGRAM N.T.S. ARE THE SOLE PR~3~E~ OF THE ARCHI~C?. 0 Z 0 0: sca~: 1~4"= I'0" ~ILIN~ SCHEDULE & P.R.D. Ow~. A.6 GENERAL NOTES: 1. ALL WORt~SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES, 2 BEFORE COMMENCEMENT OF WORK, THE CONTP~CTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. 3. THE C.Ot~TRACTORS SHALL SE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED, PROV. 5/8" ANCHOI (TYP PROV. 5/8" ANCHOR . A~AS) 14'- 0" BEAM FOUNDATION NOTES 1, BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ INCH SUBJECT TO INSPECTION AND VERIFICATION. 2, ALL FOGTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL NO FOOTING SHALL BE BET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING ~ ~ EP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM 3. ANCHOR BOLTS TO SE AT LEAST 5/8" IN DIAMETER AND 10" IN LENGTH WITH A MJ:0(IMUM SPACING OF 4~-0'' ON CENTER, 4. ALL CONCRETE TO BE 1 ;2,3 MIX; 2500 LB, CAPACITY UNLESS OTHERWISE NOTED OR SPECIFIED, 5, tF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE ASTM-145 VVITH FUlL MORTAR JOINTS. CORNERS ARE TO HAVE[ CORES FILLED SOLID WiTH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO COURSES DOWN, SEE NOTE 3 ABOVE, S. PROVIDE 0,025" ALUMINUM T~RMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERLM ETER SILLS. 7. ALL WOOD IN C~)NTACT W~TH CONCR~i"E OR MASONRY TO BE WOLMANIZED OR FOUNDATION LEGEND" NEVV B" POURE~D CONCRETE FOUNDATION WALL 3" POURED CONCRETE SLAB WITH SX6 10/10 W.W M, ON CLEAN COMPACTED FILL. WINDOW LEGEND: ALL WINDOWS TO BE ANDERSEN TILT-WASH, WINDOW SPECS ANDERSEN REFERENCE NUMBER Q DHT~417 PANELSPECS: ROI~IGH ROUGH OPENING I O~ENING #8 SCREWS @ 16" C.C. HORIZONTAL - 6 VERTICAL - 4 3'-2" X 2'-E" / 8" P. COHO. FOUNDATION WALL W/1 'S" X 10" D, FOOTING (TYP. ALL) p~V, W,W,M. IN WALL PROV. BOLTS EMBEDDED INTO CONCRIETE @ NO MORE THAN 3'-0" O,C., @ 1'*0" AWAY FROM EACH CORNER (TYPICAL AROUND ENTIRE PERIMETER) PROV. G~RDER POCKET 5" ~/fDE X 3.$" OEEP 3/4" X 11 LAM LVL BEAM REF. FRAMING PLAN A.1-1 PROV, 5/8~ ANCHOR BOLTS 3'-0II C.C. I 3'-10" 12'-1 O" 4.75 PROV, 3 - ~Si REaR --'DRILLED INTO ~P~.I~r. FOUNDATION W~L T~ OF NEW TO ALIGN TO REMAIN, INTO, F~DATIO M W~L. ~TH SLOES) P.CONC. PIER ~ PROVIDE NEW ~." DIA. ~_ POCKE~ ~ST~UCT, STL COL. EXIST, AREA TO REMAIN. BURIED IN FOOTING. ~Pt~L ALL ~) P. COHO, ~G ~P.) BLOCK FOUNDATION TO RE~IN, 12'-1 PR(~V, 3 - ~ RESAR .~ro E~ST FOUNDATION WALL, (TYP. BOTH SIDES) 8" P, COHO. FOUNDAT~OI~ WALL W/IIS~I X 10" D, FOOT~NG (TYP. ALL) pROV. W W M, iN WALL 11'-10" V~iN,M. IN WALL PERIMETER P. CONC, [T-YP. ) W/4" X 4" POST UNEOFDECK E~T. FQUNOATION TO"REMNN, i'-1 1 FOUNDATION Pi AN ~PROV. 5/8" ANCHOR BOLTS @ 3'-0" O,C. (MTN, t'-0" FROM CORNERS) 27' ~'' i TOP CFi~ GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES, 2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE PLUMBING LEGEND: IlIp PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AB INDICATED ON CONSS~UOTION PLANS), FOLLOW ALL NECESSARY N,Y.C, AND N,Y.S, BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV, ALL NECESSARY DRAIN VALVES 0HS PROVIDE FROST FREE HOSE BIBS, OB SHOWER HEAD INSULATION NOTES: - EXISTING EXTERIOR WALL-S: 2"x4" WOOD STUD, R-15 HIGH DENSITY INSULATION BY 'CERTANTIEED' OR APPROVAL EQUAL, - NEW EXTERIOR WALLS: 2~X6" WOOD s'rUD R-21 FOIL FA. HIGH DENSITY INSULATION ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE tN ACCORDANCE W}TH THE RULES AND REGIJL~33ONS OF THE N.Y.B,F,U, AND A CERTIFICATE FROM THE N.Y,B.F.U IS TO BE PRE~NTED TO THE OWNER AT THE COMPLETION OF THE JOB, NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNL.~$S OTHERWISE NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE (~ DUPLEX ELECTRICAL RECEPTACLE (~lFI DUPLEX RECEPLTACLE/GROUND FAULT iNTERRUPT ~)sc DIJPLEX SEPARATE CIRODIT RECEPTACLE $ WALL SWITCH $ 3 3-WAY WALL SWITCH CEILING MOUNTED JUNCTION BOX ~[JB WALL MOUNTED JUNCTION BOX RECESSED DOWNLIGHT (100wi "LIGHTOILER" OR APPROVED EQUAL EXTERIOR MOU~NT. ED DOWNLIGHT (100W WALL MOUNTED DUAL SPOT LIGHT NEW CEILING MOUNTED JUNCTION SOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SW~TCH AT WALL ~'BEOAN" HEAVY DUTY UNit OR APP EQUAL, EXT. MOUNTED LIGHT WITH FAN SMOKE/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX NEW TELEPHONE RECEPTACLE NEW CABLE TV RECEPTACLE )OORBELL CONSTRUCTION LEGEND: NEW EXTERIOR PARTITION* 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD. ~ EXTERIOR SHEATHING ( ~EK WRAPPED & TAPED), QUALITY EDGE SIDING BY "'TRU-SHAKE" - COLOR WICKER APP LQ. PROV,1/2" GYP. BD.(SCBEWED/TAPED) CLR PINE 5" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL, (HIGH DENSITy, 3 1/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS ALL WINDOWS TO HAVE STOOL, NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP, BO. . ,' ,,, (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP. BO. (GREEN BO,) FOR ALL BATHROOM WALL AND CEILINGS. PROV. CEMENT WALL RD, FOR ALL TLE AR~S, INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N, ONE COAT PRIMER AND T'~/O COATS FINISH (COLORS T,B.D. BY OWNER) SATIN FIN. THROUGHOUT U,O.N. ALL TRIM SEMI-GLOSS, HARDWOOD FLOORING-SELECT #1 RED OAK 2 1/4"W., 15LB. FELT., L~/~2J UNDERLAYMENT (3 FINISH COATS Of CLEAR SATIN POLYURETHANE.) SUB-FLOOR-USE 3/4" THICK PL'~VOOD GLUED AND NAILED. SUB FOR TILE AREAS TO BE SCREWED AND GLUED, CERAMIC TILE - ~AMERICAN OLEAN" TILE OR APP. LQ, TILE TO BE INSTALLED [~ OVER 1/2" CEMENT BOARD U.O,N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADD T~VE MIXED IN. DOOR SCHE:DULE: FIRS~ & SECOND FLOOR DO~RS ;30{~R oPERAtION LOCATION DOOR ID WIDTH HEIGH'I VIA~ERfAL )NSERVATORY KITCHEN 12'-5" WINDOW LEGEND: WINDOW SPECS ~ DHT2410 2'-~ 1/8" 1'-0 1/2" ~ ]'RANSOM "B" ~) A281-2W 5'~" 2%08/8" ~ DHTSOI~2W 6'-4 1/4" 1'~ 1/2" 2 r~NSOM "D" ~ ~42 2'-2 1/~ 4'-4 7/8' 2 ~ DHT~10 3'-2 1/8" 1'-0 1/2" ~ T~SOU "MI' ~ D~2415-~ 4'-4 1/4" 1'-0 1/2" ~ T~NSOM~ "~' ~ ~3111 3'-1" 1'-1 1/2" ~ F~NSOM "U" ~ ~4111-2WI~ 8'-2" 1 '-1 1/2" '1 T~NSOM ,~' ~ ~11 ~ 5'-o" 1'-1 1/2" .1 10'-2" 25' ABOVE 13'-6" 13'-10" LIBRARY 1 ST FLOOR 20,~1. DOOR GARAGE ~ DOOR I-; % '-~-. 11' GARAGE 12' 24'-0" 16"--0" 1ST FLOOR 9'-0 DINING RM, PROV, DBL 1 3/4" X i FIXED PANELS ; 1 ST FLOOR "~ / / / FIRST FLOOR PLAN "'l 14'-11" M.BEDROOM 14'-2" 21 TRUSS/RAFTER -- ~ TOP pLATE (RPS4.) TO STUD (CS16) 10d NAILS OR -- 18d SINKERS 3" O.C. VERTICAL 4" C.C. HORIZONTAL STRONG-WALL SHEARWALL P[CAL AT (~CFH CORNER) SAND JOIST (CS16) -- lEADER ANCHORAGE (LSTA18) PHDS WiTH 12 SDS 1/4X3 SILL PLA TO FOUND ' N USING USP SEARING PLATE FASTENERS (HBPS/LBPS) PLATE FASTENERS (HBPS/LBPS) SILL PLATE TO FOUNDATION (BP) PROV. METAL FLASHING -- AT ALL WINDOW SILLS, (TYP. ALL LOCATIONS} METAL FASTENER SCHEDULE (EXAMPLE) ROOF SHEETING TO TRUSS TOP PLATE. WALL STUDS DOUBLE TOP PLATE METAL HURRID~NE CONNECTOR CONNECTION OF TOP ~ WALL PLATE TO WALL STLID.' A~~ 2" X 8',i BLOCKING (2) 2" X 4" TOP pLATE RAP f t:R BRACING UTS12 STF~AP' -- WITH (7) 10d X I 1/2 FASTENER TO STUD AND F~PlbR, BIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) BAND JOIST FLOOR FPP, MING TVVO- MEMBER FLOOR PI CONNECTION OF FLOOR FRAMING ST~P WffH (12) 10d X I 1/2" FAS~NER INTO FLOOR JOIST ~D SUPPO~ B~M CONNECTION OF FLOOR F~MING TO SUPPORT B M. (E~MPLE) RIDGE CONNECTION OF RIGDE BEAM TO ROOF RAh ~'ER (EXAMPLE) KANT-SAG LSTI22 OR 'ri=lAp ~ASTENER / (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE 2" X 10" R.R. SIMPSON HLS5 ANGLB BRACKET DSL. MICROLLAM CORNER CONNECTION~ (EXAMPLE) X- BRACING (EXAMPLE) 1 SCREW' THROUGH BRACE AT EACH FLANGE 0.75" X 33 MIL CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH = JOIST WEB DEPTH MINUS 1/2" 8 SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) DBL. I 3/4" X 11 7/8" G-P LAM 2.0E LVL BEAMS DBL. I 3/4" X 11 7/8" G-P LAM 2.OM LVL BEAMS AROtJND ENTIRE PERtMI= I I=R. DBL. I 3/4" x 11 7/8" G-P LAM 2.0E LVL BEAMS 16" I-.7 J ) 10d FASTENER. CONNECTION OF RAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 172" CoNNEcTtO~ OF WALL TO FLOOR FRAMING, '(EXAMPLE) WALL SHEATHING (3) 2"X 10" CONNECTION OF WALL STUDS , TH NG CONNECTION OF WALL SHEA ~O t TO WINDOW HEADER (E~MPLE) FOUNDATI,ON PLAN CONNECTION OF WINDOW 'EXTERIOR WALL, SIMPSON L~TA1S STRAP WITH (12) 10d FASTENER. CONNEL"~T~;[N OFWALL SHEATHING ~ TO 'sTUDs AR[OUND WINDOW HEADER~,A1 -- 1/ (EXAMPLE) '~..._~/ T~S~ ~AW~NaSAS ~,SmL~E~TS O~~S~V WC~. -F 0 1'/47 = 1 '0" FIRST ELOOR FRAMING P~N :bW~. ~o.: A.1-1 ,J GENERAL NOTES 1, ALL WORK SHALL COMPLY WITH FEDEP~L, STATE, AND LOCAL BUILDING CODES AND ORDINANCES, 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHAII FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS, 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN, 4~ THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE PLUMBING LEGEND: PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING ,e~ INDICATED --P ON CONSTRUCTION PLAN8), FOLLOW ALL NECESSARY N.Y.C AND N,Y.S BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL INSULATION NOTES: ELECTRICAL LEGEND: NOTE: ALL ELECTRICAL WORK TO SE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE N,¥,B,F,U. AND A CERT!FICATE FROM THE N.Y B,F U IS TO BE PR~ENTED TO THE OWNER AT THE COMPLETION OF THE JOB. NOTE: THE OWNER SHALL PROVIDE ALL UGHTtNG FIXIURES UNLESS OTHERWISE NOTED, ALL OTHER ELECTRICAL EQUIPMEI',IT AND MA;PL. TO BE SUPPLIED BY THE ELECTRICAL CONTRACTOR, NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR O,N.O_ DOWNLIGHT TRIMS TO BE WHITE. ~) DUPLEX ELECTRICAL RECEPTACLE (~(3F3 DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT ~C ,DUPLEX SEPARATE CIRCUiT RECEPTACLE $ WALL SWITCH $ 3 3-WAY WALL SWITCH ~JO OEILING MOUNTED JUNCTION BOX ~JB WALL MOUNTED JUNCTION BOX ~' RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL ~)'E EXTERIOR MOUNTED DOWNLIGHT (IOOVV) ~Ja WALL MOUNTED DUAL SPOT LIGHT ~'eF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST CONSTRUCTION LEGEND NEW EXTERIOR PARTITION- 2" X ~' WOOD STUD WALL W/ 1/2" CDX PLY~VD, ALL WINDOWS TO HAVE STOOL, DOOR SCHEDULE: FIRST & SECOND FLOOR DOORS DOOR ID WIDTH HEIGF;T DOOR OPERATION LOCATION MATERIAL WINDOW LEGEND: ALL WINDOWS TO BE ANDERSEN TILT-WASH WINDOW SPECS PANEL ANDERSEN ROUGH ROUGH OPENING QTY. SEF. WIDTH HEIGHT i DHT2410 2*-E 1/8" 1'-0 1/2" 2 VFIANSOM "G'l e -cw28310.2w 5,-8 1/4" 4'-0 7/8" 1 "H'I I~ TW210310 0%0 I/Sq 4%0 7/8" E e' STORAGE OFFICE 23'-3" 8C / 2ST FLOOR \ sci 28T FLOOR BI~-DFI00M 2- 2ST FLOOR TRAY CEILING ;% ~BEDROOM I SECOND FLOOR 14'-2" MEDIA 9',-o" X ~'-8" 0 o 1/4" = 1 '0" SEGO~ FLOOR -~N DBL 1 3/4" X 11 7/8" 2 OE LVL (FLUSH) ENTIRE PROV, 1-3/4" X 11-7/8" RIM JOIST AROUND ENTI!RE PERIMETER, SECOND FLOOR DECK FRAMING PLAN -1 PROV. 1-3/4" X 11-7/~" RIMJOIST AROUND ENTIRE PERIMETER. @16"O.O, PROV. 1-3/4" X 11-7/8" RIMJOI SECOND FLOOR CEILING FRA,MING PLAN DWi, NAMI~: ~IRST & .~ECOND -'bOOR ~IN~ P~NS .,.2" X 10" R.R. (~ ¢rYp. ALL) 2" X 4~' "FLYING RAKE" RAFTERS ON ALL GABLE ROOF ENDS 0'YP) PROv DOUBLE 2" X 12" HEADER 2" X 12" RIDGE BEAM AREAS) ~.2" X 10" R R ~ 16" O C. (TYP, ALL) 2" X 12" RIDGE BEAM DORMER AREAS) ROOF FRAMING PI ANS (TYP ALL DORMER AREAS) ('T~P ALL DORMER AREAS) PROV PROVIDE ~ PINE FASCIA BD. COVERED WITH WHITE ALUM, COIL STOCK PROV. CONT. SOFFITVENTINS/4"X6" "V"JOINT CEDAR CL CDR FRIEZE ~D, {TYP. ALL DORMER AREAS) 2" X 1 O" R.R. ('~ 16" O,C. ¢FY'P. ALL DORMER AREAS) 2" X 6" WOOD STUDS W/1/~" CDX PLY. SHEATHING (TYP,) INSULATION, ¢PCPICAL ALL AREAS) 2-1 3/4 Xll 7/8 2.0EG-P LAM LVL RIDGE BE~,M -] 8" P CON~ WALL W/ 1'8" X 10" D FOOTING ¢PCP ALL) PROV W,W,M {NWALL CONE. FTGS.CrYP) ON ALL ROOF ENDS 2-1 3/4" X 11 7/8" LAM LVL RIDGE BEAM ~KE" RAPTERS ROOF ENDS (TYP.) (TYP, ALL DORMER AREAS) NEW ASPHALT ROOF SHINGLES OR APPROVED EQUAL. --PROV 1/2" CDX PLYWOOD SHEATHING 15,~ FELT BENEATH ,~iPHALT ROOF DBL. 1 3/4" X 1 1 7."8" G-P LAM ('i'YP. ALL) L1/2" GYP. BD ON ALL PRGV, R-21 FIBERGLAS INSULATION 8' C.H, 1 3/4" X 11 7/8 X,.1/2"GYP SD. ON ALL : 6 CCA SILL PLATE ~NCHORSOLT I 3~4" X 7 1/4" G~P L~M 2.0E LVL F,J. (~ 16" O.C. FIBERGLAS INSULATION ALL ATTIC AREAS 4" Die,. STRUCT. STEEL COL. BURtEO IN FTG. PROVIDE EXISTING /-BASEMENT COND. SLAB ON 4" P CO~lC. SLAB NEW FOOT, I ~N,G. BUI, LDI NG ,SECTIO-N_ Ol 9' C,H. (RE¢, TO FRAMJNG PLAN A,1-1) PANEL LEGEND (REFER TO TABLE 1609.1.4) PANEL SIZE REF TYPE AND ¢¢ OF SCREWS WIDTH I HEIGHT ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMi I I ~-D FOR OPENING PROTECTION IN ON AND T~VO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATFAOHMENT HARDWARE PROVIDED· (REFER TO SECTION 1609 1,4 ADD 1609 6 5 AND TABLE 1609.1 TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE EOR WOOD STRUCTRAL PANELs PANEL SPAN 5 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL FASTENER TYPE 2'-0" SPAN _~ 4'-0" SPAN '~ 6'*0" SPAN <_ 8'-0" I 1/2" #6 WOOD SCREWS 16 16 12 9 1 1/2" #8 WOOD SCREWS 16 16 16 12 PROV, 5/4" X 6' CLR CEDAR TRIM CFYP ALL AREAS) % 21 NOTE: REFER TO A.1 & A,2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS I 1/2" tf~E WOOD SCREWS 6~-0'' < PANEL 6',-0" < PANEL EXISTING CHIMNEY TO SE EXTENDED WOLVERINE OR APP, CEDAR IMPRESSIONS SIDING 6" EXPOSURE (TYp, ALL AREAS) WOLVERINE OR APP, ED. CEDAR IMPRESSIONS SIDING 6'~ EXPO~.~RE (TYP, ALL AREAS) TO BE EXTENDED 'WEST ELEVATION PROV 5/4" X 6" CLR, CEDAR ('rfp ALL AREAS) m LW, OLVERINE OR APP. EG. CEDAR IMPRESSIONS SIDING 6" EXPOSURE (TYP, AU_ AREAS) PROV 5/4" X 4* CLR. CEDAR WINDOW TRIM. ('PCP. ALL AREAS) SOUTH ELEVATION ~TYP. ALL AREAS) WOLVERINE OR APP, EQ, CEDAR IMPRESSION8 SIDIN6 E",EXPOSURE (TYP. ALL AREAS) 1/4"= 1'0" WEST & SOUTH ELEVATIONS D~, A. 4 PANEL LEGEND (REFER TO TABLE 1609,1.4) PANEL SIZE REF, TYPE AND # OF SCREWS WIDT~ [HEIGHT #8 SCRE'vVS ~ 16" O,C, "A" HORIZONTAL - 6 VERTICAL - 6 3'-2" X 4'-1" #8 SCREWS ~} 12" o.C. 'S" HORIZONTAL - 4 VERTICAL - 14 3'-2" X 7'-0" ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNE~JS OF 7/16" AND MAXIMUM PANEL SPAN OF B'~0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATrACHMENT HARDWARE PROVIDED. (REFER TO ~ECTION 1609,1.4 ABD 1609,6·5 AND TABLE 1609.1 ,4) TABLE 1609,1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD ~ I HdCT~AL PANELS PANEL SPAN % 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL I CATHEDRAL CEILING M. BEDROOM 25'-3" NOTE: REFER TO A. 1 & A,2 WINDOW & DOOR SCHEDLII ~ FOR P,a~EL LOCATIONS. 1 1/2" ¢8 WOOD SCREWS F-] I I LI LJ 2~0" < PANEL SpAN < EXISTING CHIMNEY TO BE EXTENDED PROV, 5/4" X 6" CLR. CEDAR TRIM (TYP ALLAREAS) 5/4" X 6" HARDFPL.ANK PRSRRIMED CORNER BOARD (ROUTE0 TO ACCEPT VINYL SIDING BEHIND ) (TYP ALL AREAS) PROV, 5/4" X 4" CLR. CEDAR WINDOW TRIM. (TYP. ALL AREA~) WOLVERINE OR APP. E[Q 6" EXPOSURE TYp ALL. AFIEAS) EAST ELEVATION PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE, (T~P, ALL AREAS) WOLVERINE OR APP. EQ. 6" EXPOSURE ¢FYP ALL ARF-J~S) PROV, 4p Y~,AR "C-~F" ASPHALT ROOF SHINGLE, (TYP.'ALL AREAS) II '11 II Ii WOLVERINE OR APR, EQ. CEDAR IMFRESSIONS SIDING ?'.EXPOSURE {TYp. AU-AREAS) PROV, 5/4" X 4~ CLR, CEDAR WINDOW TRIM, ¢'Yp. AL[- .AREAS) WOLVERINE OR APP,.EO, cEDAR IMPRE'~IONS SIDING NORTH ELEVATION HEIGHTS OF ~E PROEQSED ~OND EL WINDO~ AND NOTI~ ~E ~CHITE~ ~ ~E CoN~fflON$. THE CONTRACTOR SHALL VERIFY HEIGHT'S OF THE PROPO.~ED SECOND FL. WINDOWS AND NOTIFY THE ARCHITECTS OF THE CONDITIONS· PROV. 8/4- X 6' CLR. CEDAR [TYP, ALL AREAS) -Z 1 GENERAL NOTES: I FAMILY DETACHED DWELLING ZONE 11S HEATING DAYS = 5750 COINCIDENT WET-BULB TEMP = 73 SUMMER DESIGN DRY - BULB TEMP = 85 WINTER DESIGN DRY-BULB TEMP = 6 GLAZING U FACTOR = 0,45 MINIMUM EQUIPMENT PERFORMANCE PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA MAXIMUM M,e0<IMUM CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES DESCRIPTION R-VALUE R-VALUE WALL TYPE I 8" P,CONC. 9' H. R - 10 R - 10 8~' P.CONC. FNDN, WALL ON TOP OF A CONT FOOTING WALL TYPE 2 8" P.CONC. 4' H. R - 19 R - 19 8" P;CONC. FNDN, WALL ON TOP OF A CONT, FOOTING, WALL ~YPE 3 ?XCiI W B,~TUD R-21 R~21 2" X 5" WOOD STUD WALL WITH ODX PLY WD WALL TYPE 4 2"X4" W.D.STUD R - 13 RI13 SII X 4" WOOD STUD WALL WITH 1/2" GYP, BB. ASPHALT ROOF TYPE SHINGLE R ~ 38 B ~ 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE. FLOOR TYPE I 3/4" X 1 1 7/8" R - 21 R - 21 1 3/4" X 1 1 7/8I' TGI PRO, 350 F.J, ~ 16" O.C CEILING TYPE 2" X 10" C.J, N/R N/R 2" X 10" CEILING JOIST @ t E" 0.C SI-AB 4" P.CONC, R - 9,2 R - 9,2 4" P,CONC.SLAB ON COMP. FILL W/VV.W.M 6 X 8 REINF, HEATING & COOLING CRITERIA ZONE 11B DETACHED ONE FAMILY WALLS, MODE: HEATING OR COOLING 0,14 ROOF CEILING 0,051 UNHEATED SLAB ON GRADE 4,5 BASEMENT WALL a,b, 0,1 I CRAWL SPACE WALL 0,08 GENERAL FLOOR PLAN NOTES GENERAL FRAMING NOTES AgL WALL~i, 2"X4" AND S"XI~, TO BE STUD GRADE Of BETTER 16" O/C. ALL OTHER FRAMING MATERIAL TO BE ~'2 DOUGLAS FIR OR Bt:.i IER, ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED, PROVIDE DOUBLE ]=LOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SpAN DIRECt-ION UNLESS GENERAL ELEVATION NOTES 1. EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CRIMNEP¢55, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES, 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE A~rlC VENTILATION AND ROOF VENTS, 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GENERAL PLUMBING NOTES 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND SAFETY REQUIREMENTS 2, IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER GENERAL HVAC SYSTEM NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS 2 HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 3. RVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIt It tO GENERAl CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL R~VIEW AND APPROVAL. EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. 2. OPENING SILL HEIGHT TO SE A MNIMUM OF 44 INCHES ABOVE FLOOR (ENCROACHMENT OF 5 INCHES PERMITTED FOR LADDER OR STEPS), NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ,e~SSOClATION CONNECTION FA~TENING SPACING NO COMMON CLIMATE AND GEORGRAPHIC DESIGN CRITERIA TABLE 301,2 (RESIDENTIAL CODE OF NEON YORK) GROUND WIND SEISMIC SME. JECT '1~O DAMAGE FROM ,e WINTER ICE ,~HI~E~..D FLO!~ SNOW DESIGN DES~IN UNDE~ENT FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR. INSULLATION DESCRIPT}ON R-VALUE U - FACTOR X AREA = UA FLOORS AND FOUNDATIONS PLOOROVER INSULLATION INSULLATION U~FACT~)ROR AREAOR UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER = UA DESCRIPTION WALLS, WINDOWS, AND DOORS IN~ULLATION DESCRIPTION R-VALUE U - FACTOR XAREA ~ UA DOOR N/A 0.~ 147 SO,PT. 52 TOTAL AR~ 4~80 SO,FT. DESIGN CRITERia REF. TABLE R30t ,2(2) AMERICAN FOREST ( AF&PA~ WOOD ~RAME CONSTRUCTION 40° -30.3 DESIGN CRITERIA REF. TABLE 1609.6.2.1(1) MAIN WINDFORCE-RES~STtNG SY~J I=M WIND LOADS FOR A BUILDING ~q-rH VELO~I~ DIR=OtlON AN~LE END ZONE NTERIO~ ZONE END ~0NE 1NTERIOR ~NE ~ ~A~; ~OO~ W~ R~F WINDWARD ~EWAR~ WINDWARD E~ARG END ~OF R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS UTILITY RM, N/R SE SQ;FT N/R 7'¢ N~ 9'-0" M; BATHROO~V ~0 SQ.N-r, ~ SQ.FT. 'N/l~l 7'6" N/IR. INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 NET GLAZED OPENASL~ USE SQ. FT,OFAREA LI'TE/SQ,FT AREA% VENT~Q.FT AREA~& GARAGiE 480'SQ~F'T. 82 ~Q.FT. OFFICE 33~ SO.PT. 3~ SO,FF. ~EDR~ 1 247 SQ.~. ' lb,~Q,~. ~DR0~ 2 198 ~.~, ~ SQ,~. CONNECTION; NUMSER - FASTEST MILE WINDSPEED (MPH) PR~SCRIPTIVE DEIGN TABLE 3.2 (AMERICAN FOREST & PAPER AS,.~3CIATION U L S U L S U ROOF SPAN L S U L '1$ SILL PLATE TO FOUNDATION (CRAWL SPACE OR WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) OF STORIES, (FT.) 20 32 3E 681 149 179 .A. 5O9 REQUIRED C2~°ACITY OF CONNECTION (LBS)~'""' 881 291 561 206 260 368 422 2O6 26O ,314 368 422 24 58 421 128 421 354 SE1 421 U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATEI:~.L LOAD. (PERPENDICUL~R TO THE WALL) S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) ANCHORAGE REQUIRED TO RESIST LA~.T~ ~RAL LOADS SHALL BE DETERMINED IN THE F .O_U,..N. ,DATIpOsNF~, ESIGN PER SECTION 1.1 4. TABULATED UPL FT REQUIREMENTS A~UME A ROOF/CEILING DE~D LOAO OF 10 PSF(2/3 ~ 15 ~'.h - ............ N-- NOT TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMittED TO BE MULTIPLIED BY 070 AND 0.85. Rt=~PECTIVELY, i-~H ~-~,~M~ ~ LC'DATED WITHIN 8 FEint OF BUILDING CORNERS, - ,, yl, H D WITH ,TABULATE-D SHEAR CAPACiTY, RBQUIREMENTS ASSUMEAWALLSHE.a.,,R DAPADi-[Y'OF4~.I PLF (WALLSSHEATI~III~G~¢ITH ?/1~, E~T~!4?.TL!.RAI_~E~THINGAT~ C ~ FASTEST MILE WINDSPEED (MPH) 90 100 1~0 -120 16 24 327 44? ~ ~eo ~ 7SE ~ T~U~TED UPLI~ RE~UIR~M~TS ~UME A ROOF/CEILING D~D, LO~ OF 1,0 pSF[~,X 15 P~. , NOT ~ T~U~D UPU~ AND ~E~L ~O~E~[ON REQUIR~E~S S~ BEPE~ED ~O BE ~L~PLIED BYO,70 AND e.85'. RESPE~IVELY, FOR ~ T~D L~ R~Ui~TS ~0ME A M~ R~ HEIG~ OF ~ ~ET F~ M~N R~F m~um ,~ ra ~3 OR LESu; THE T~U~D VALu PERM~D ~ BE MUL~PLIED ~ 0,~. ', SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR. LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & P~P'ER ~$OCIATION) 1/2" ANCHOR BOLTS FASTEST-MI~ ~ND SPEED F~TE~T-~ WIND SPEED (MPH) CONNEC~ON SUPPOR~NG EDGE ~IL SPACING SPACING (~N.) ~ACING ANCHOR BOLT SPACINGS ~ED ON M~iMUM SH~R CApACI~ OF UNBLOC~D ROOF AND/0R FL~R SILL OR BOTf'OM PLATE TO FOUNDATION ANCHO:R BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TASLE 3,2B ALTERNATIVE TO TASLE 3.2 (AMERICAN ¢ORE~T & P~PER A'~OCIATION) FAST~ET-MIUE WINO ~ED FASTEST-MI~ ~NO SPEED RAFTER/CEiLING JOt,ST TO ToP_ pLA~E LATERAL AND SHEAR CONNECTION,REQUiREMENTS PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3.,3 (AMERICAN FOREST & PAPER AE~GGtATION) 1/~' ANCHOR BOLT~ r-AST~STLM~ w~No SPBED 90 10~ 110 120 CEILING JOIST SPACING (IN.) MAXIMUM ANCHOR BOLT SPADING (IN,} WALL HEIGHT (FT) 4 U4 CONNE~TqR UP~F'TLOAD, 1 10D SOX- NAIL~ sHALL BE PERMi I II~D TO BE SUBSTITUS"~D fO~ SD COMMON NAILS. · WHEN CEILING JOIBTS ARE iNSTALLED PA~LEL ~ ~ERS, THE ~UM OF THE TOE ~LS IN THE R~ i ~H AND CEIUNG JOl~ 9~ ~UAL OR ~C~DTHE TABU~TED NUMBER OF ~LS REQ~Eo. ~ TO A~ID 8PLI~I~, NO MORE TH~ 2 TOENAILS S~ BE INSTAL~D IN BCH SIDE OF A ~ER OR CEILING JOIST WHEN F~TENED T0 A~X6 T~ P~. 4"/WALL ~-- 4" / WALL 30' L4 = CDNN ECTOR, LATERAL LOAD. (PERF/I~IDICULAR TO THE WALL) 24" CI EARANCE IN FRONT OF OPNG, CLEARANCE TOILET, BATH rAND SHOWER SPACED SCALE: 1"= 1/2" 3" VENT, t M. BATHROOM ~ I U/T~LITY ROOM / % I /× I PLUM:BIN: 1/8" SLOPE PER t' SANITARY ~MSTEM GENERAL NOTES 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, ANB LOCAL BUILDING CODES AND ORDINANCES 2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB THE ARCFIITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CONSTRUCTION LEGEND: NEW EX~fERIOR PARTITION- 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD EXTERIOR SHEATHING ( T~VEK WRAPPED & TAPED), QUALITY EDGE SIDING BY "TRU-SHAKE" - COLOR WICKER APP EQ PROV 1/2' GYP BD.(SCREWED /TAPEE CLR PINE 5" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY) 3 I/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & COORS ALL WINDOWS TO HAVE STOOL NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH I/2" GYP. BD, [SCREWED/FAPED) APPLIED BOTH SIDES NOTE' PROVIDE MOISTURE RESIST GYP BD (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS PROV CEMENT WALL BD FOR AL[. TiLE AREAS INTERIOR PAINT- TO BE "BENJAMIN MOORE" U O.N. ONE COAT PRIMER AND TVVO COATS FINISH (COLORS T.BD BY OWNER} SATIN FIN THROUGHOUT [JON ALL TRIM SEMI-GLOSS. HARDWOOD FLOORING-SELEC1 #1 RED OAK2 1/4"W, 15LB FELT, [~ UNDERLAYMENT (3 FINISH COATS OF CLEAR SATIN POLYURETHANE ) SUB-FLOOR USE 3/4" THICK PLYMVOOD GLUED AND NAILED SUB FOR TILE AREAS TO BE SCREWED AND GLUED CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP EQ. TILE TO BE INSTALLED ~i~] OVER 1/2" CEMENT BOARD U O N WALLAND FLOOR GROUTTO HAVE WATERPROOF ADDITIVE MIXED IN. PROV, "IPE" IRONWOOD BECKING TO MATCH EXISTING. 24'-8" IIl 8Ir X S" Ace POST ON SONOTUBE BURY MIN. 36" BELOW GRADE (TYPIOA~ 'i 10'-6" DN. OFFICE 8"X 8"ACQ POST ON SONOTUBE. BURY MIN, 36" BELOW GRADE (TYPICAL) DBL 2" X 12" ACQ GIRDER HANGING FROM 2" X 12" PLATE BOLTED INTO EXT WALL STUDS ¢PCP ) OFFICE TO EXq' WALL STUDSi It It tll tl SECOND FLOOR Pi AN DECK FRAMING PLAN NOTE: DRAWINGS FOR SECOND FLOOR STAIR/DECK ONLY. HOUSE UNDER CONSTRUCTION AS PER PREVIOUSLY ISSUED BUILDING PERMIT. t Ll.lz 7>- m 0 q : SCALe: 1/4" ~ 1 '0'~ sECOND FLOOR DECK/ FRAMING ~WG NO, PANEL LEGEND (REFER TO TABLE 1609,1 4) PANEL SIZE RBF TYPE AND # OF SCREWS WIDTH~HEIGH1 "A" HORIZONTAL - 6 VERTICAL - 6 3'-2" X 4-1" #8 SCREWS ~ 12" O C "C' HORIZONTAL t4 VERTICAL 10 7'-O" X 5-5" ' --"[#8 SCREWS (~ 12'~((~' 9'-3" X 6'-3" ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF SHALL BE PERMIq~ED FOR OPENING PROTECTION IN ON AND TVVO STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH A-f-rACHMENT HARDWARE PROVfDED. (REFER TQ SECTION 1609,1.4 ADD 1609 6.5 AND TABLE 16091 4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS , PANEL SPAN <_ 2%0`' -: PANEL 4'-0" < PANEL 6'-0" -~ PANEL NOTE. REFER TO A.1 & A,2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS, 1 1/2" #8 WOOD SCREWS 6'*0" < PANEL SPAN < 8'-0" 6'-0" < PANEL 2'-0" < PANEL SPAN < 8'-0" SPAN < 6'-0" EXISTING CHIMNEY BE EXTENDED CATHEDRAL CEILING M BEDROOM 25'-3" FROV 5/4" X 6" CLR CEDAR TRIM (TYP ALL AREAS) % 5/4" X 6" HARDI PLANK PREPRIMED CORNER BOARD. (ROUTED TO ACCEPT VINYL SIDING BEHIND,) (i~'P ALL AREAS) THE CONTRACTOR SHALL VERIFY HEIGHTS OF THE PROPOSED SECOND FL, VVINDOWB AND NOT~FY THE ARCHITECTS OF THE CONDITIONS. PROV. 5/4" X 6" CLR CEDAR TRIM, CrYP. ALL AREAS) WOLVERINE OR APP, EQ, 6" EXPOSURE (TYP ALL AREAS) WEST SIDE ELEVATION PROV 40 YEAR "GAF" ASPHALT ROOF SHINGLE CrYP ALI_ AREAS) WOLVERINE OR APP. 'CEDAR IMPRESSIONS SIDING 9' EXPOSURE gYP ALL AREAS) EXISTING CHIMNEY TO BE EXTENDED PROV 40 yEAR "GAF" ASPHALT ROOF SHINGLE, gYP. ALL AREAS) THE CONTRACTOR SHALL VERIFY HEIGHTS OF THE PROPOSED SECOND FL, OF THE CONDITIONE~, WINDOWS AND NOTIFY THE ARCHITECTS PROV. 5/4" X 6" CLR, CEDAR TRIM (TYP ALLAREAS) 0¢ 01 0 0o 1'-10" (MIN. 18") PROV, 5/4" X 4" CLR CEDAR WINDOW TRIM. gYP. ALL AREAS SOUTH SIDE ELEVATION WOLVERINE OR APP. EQ. CEDAR IMPRESSIONS SIDING WEST & SOUTH SLIDE ELEVATIONS ~w~','~o.i ' ' TRUSS BRACING (MTS12) TRUSS/RAFTER -- TO TOP PI~.TE (RPS4) (CS 16) (LSTA18) PRE ATTACHED PHD6 WITH 12 SDB 1/4 X 3 PROV 11 7/8" BOX BEAM SILl PLATE TO FOUNDATION METAL FASTENER SCHEDULE (EXAMPLE) ROOF TOP PLATE SH~ATING TC, WAt. L STUDS CONNECTION OF TOP ¢,~"~ 2',,\" ' WA% ~-L~,TE TO WALL 2" X 8' BLOCKING (2) 2' .~ 4" TOP PLATE 10" RAFTER WITH (7) 10d X I 1/2 FAS'IENFR TO STUD AND RAFTER BIRDSMOUTH CUT I,/ EXAMPLE) ~ II TO SUPPORT BEAM S[MPSDN LTSr2 CONNECTION OF FLOOR FRAMING EXAMPI E) KANT-SAG LSTI22 OR /~,~O~- [ STA21 STRAP CONNECTION OF RIGDE BEAM TO ROOF RAFTER ~,/ (E~MPLE) ~ _ ./ SIMPSON HL3$ CORNER CONNECTI ONLY, E}'~E, "~ (EXAMPLE) L,&,i I/ X- BRACING (EXAMPLE) FLANGE JOIST TO HEADER JOIST .... ' PiLE --/ \A' DBL I 3/4' X 11 7/8"G-P 2 0E LVL BEAM ,/' 2 0E I VL BEAM DSL I 3/4'r X 11 7/8" G P LAM 2 0E IVLSEAM 2 0E LVL BEAM Ill ~_ 2"XB"F.J @16" P__ROV ,JOI__S__T I-_iA__NGERS A__T AL__I FLUSH BEAM LOCATIONS DBL I 3/4'X I1 //8"G-P LAM FOUNDATION PI AN CONNECTION OF WALL TO FLOOR FRAMING, (EXAMPLE) WALL STUD WALL (3) 2"X 10" .___C.¢ONNECTION OF W~LL SHEATHING TO 2'X 6' STUDS ,/ JACK ~' CONNE~%~N OF WALL SHEATHING~]~ (EXAMPLE) WALL--., STUD CONNECTION OP WINDOW JACK -- CONNECTION OF WA.L S EATH NG TO STUDS AROUND WINDOW HEADER~A'~ --- (EXAMPLE) Ow ao ! o FIRST FLOOR FRAMING P~N DEL 1 ~3~/~4"~X 1 ~1.7/~8"~G ~/ tAM 2,0E LVL (FLUSH) AROUND ENTIRE PER~ME~FER ,~)~ ENTIRE PERIMETER AROUND ENTIRE PERIMETER SECOND FLOOR DECK FRAMING PLAN ",, DEL I 3/4"X 11 7/8"G-P LAM 2 gE LVL BEAM \ AROUND ENTIRE PERIMETER PROV I 3/4" X 11 7/8" RIM JOIST AROUND ENTIRE PERIMETER AROtJND ENTIBE PERIMEq ER \, SECOND FLOOR CEILING FRAMING Pi AN PROV 1-3/4' X 1 1-7/8" RIM JOIST