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34141-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~uRTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34381 Date: 05/28/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1925 GRANDVIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 14 Block 2 Lot 3.21 Subdivision Filed Map No. __ LOt No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 5, 2008 pursuant to which Building Permit No. 34141-Z dated SEPTEMBER 5, 2008 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 FIRST AND SECOND FLOOR COVERED PORCHES, SUNROOMAND BREEZEWAY AS APPLIED FOR. T~e certificate is issued to STEVEN W & JACQUELINE HOELL (OWNER) of the aforesaid building. S[3FI~)I~KCO~DBRAR~)~TOF}[E~J~THAPPRO~]%L R10-00-0202 02/24/10 BLRC'~RIC~L cE~TIFIC3%~ NO. 2051790 01/19/06 I~L~ CK~{TIFIC3~TION DA'r~U 05/24/10 BERTS~/qD PLL~4BING & HEAT Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34382 I~te: 05/28/10 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1925 GRANDVIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Ta~ ~4ap No. 473889 Section 14 Block 2 Lot 3.21 Subdivision Filed Map NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 5, 2008 purst,ant to which Building Permit No. 34141-Z dated SEPTEMBER 5, 2008 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 NON-HABITABLE ACCESSORY THREE CAB GARAGE WITH STOR3~GE ABOVE (CONNECTED BY BREEZEWAY) AS APPLIED FOR. The certificate is issued to STEVEN W & JACQUELINE HOELL (OWNER) of the aforesaid building. ~UF~OI~K C~DI~NTYDERAR~gTOF~%LTHAPPRO~%L EI~C~RIC3%L ~RTIFICATE NO. PL~I~R~ c~KTIFICATION DA'r~3 N/A 2051790 N/A ~~.~~dSignature 01/19/06 Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of proper~y with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval ofeleetrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contaius less than 2/10 of 1% lead. 5. Commergi~ buildinE, 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 reqnirements. For exisflngbufldings (prior to April 9, 1957) non-conforming uses, or bMIdings and "pre. existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A pmper!y enmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. C~rti~cate ~f Occupancy ~ Ncw dwe~~ing $25.~~~ Additi~ns t~ dwe~~ing $25.~~~ A~terati~ns t~ dweiling $25~~~~ 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 - $ [00.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.0G, Commercial $15.00 -New Construction: Loe~tion of Property: House No. Old or Pre-existing Building: (cheek one) Street . I Hamlet o,, er ow. of wop y: · Suffolk County Tax Map No 1000, Section Subdivision Health Dept. Approval: Filed Map. Lot: DateofPermit. ~/~'~'-/0 ~ ApPlicant: ~"~3~-9L~, ! Planning Board Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ ~ ~, ~_?. (check one) Ap'~l~'cant Signature Town Hall, 53095 Main Road P.O..Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEP TOWN OF SO~ CERTIFICATION Building Permit No.__ Plumber: (Please print) Bertsand Plumbing Corp. (Please print) Date: MAy 2k, 2010 I celq:ify that the soldei used in the water supply system contains less than 2/10 of 1% 1 ead. Sworn to before me this da3.' of May__ 24th · 20 10 (Plumbers Signature) Nolary Public, ~!k County Illean M, Notary Public, State of New York Ho. 4826942 Qualified in Suffolk County Commission Expires January 3t, 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 ALAN HUBBARD ELEC. STEVEN HOELL PO BOX 2241 1925 GRANDVIEW DRIVE 126 CLOVER PLACE ORIENT, NY 11957 AQUEBOGUE, NY 11931, Located at 1925 GRANDVIEW DRIVE ORIENT, NY 11957 Application Number: 2051790 Certificate Number: 2051790 Block: Lot: Building Permit: 29489-Z BDC: ns11 Section: Described as a Residential 3000-4000 square fl. 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, Detached 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 19th Day of January, 2006. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor I 0 Carbon Monoxide Sensor 6 0 Smoke and Accessories Appliances Exhaust Fan 5 0 1 0 Oil Furnace Pump Motor 1 0 1 H.P. Air Conditioner 2 0 20 Amps Air Conditioner 2 0 30 Amps Wiring and Devieas Outlet 79 0 Fixture Fixture 79 0 Incandescent Outlet 112 0 General Purpose Receptacle 48 0 General Purpose Switch 76 0 General Purpose Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer seal Disconnect 4 0 60 amp Air Conditioner Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Located at ALAN HUBBARD ELEC. PO BOX 2241 126 CLOVER PLACE AQUEBOGUE, NY 11931, 1925 GRANDVIEW DRIVE ORIENT, NY 11957 STEVEN HOELL 1925 GRANDVIEW DRIVE ORIENT, NY 11957 Application Number: 2051790 Certificate Number: 2051790 Section: Block: Lot: Building Permit: 29489-Z BDC: ns11 Described as a Residential 3000-4000 square ft. 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, Detached 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 19th Day of January, 2006. Name QTY Rats Ratin£ Circuit Type Receptacle 10 0 GFCI Service I Phase 3W Service Rating 300 Amperes Service Disconnect: 2 150 cb Meters: I seal 2 of 2 This ceAificatemaynotbe altered in any way and is validated only bythe presence of a raised seai at the location indicated. 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. 34141 Z Date SEPTEMBER 5, 2008 Permission is hereby granted to: STEVEN & JACQUELINE HOELL P.O. BOX 252 ORIENT,NY 11957 for : NEW SINGLE FAMILY DWELLING W/ ATTACHED COVERED PORCH & SUNROOM ACC.GARAGE TWO C/O'S REQUIRED REPLACES BP # 32289 at premises located at County Tax Map No. 473889 Section 014 pursuant to application dated SEPTEMBER Building Inspector to expire on MARCH 1925 GP~ANDVIEW DR ORIENT Block 0002 Lot No. 003.021 5, 2008 and approved by the 5, 2010. Fee $ 2,064.00 Authorized Signature ORIGINAL Rev. 5/8/02 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. 30570 Z Date AUGUST 17, 2004 Permission is hereby granted to: STEVEN W HOELL 239 OLD TOWN ROAD EAST SETAUKET,NY 11733 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED COVERED PORCH & SUNROOM & ACCESSORY GARAGE AS APPLIED FOR; TWO C.O.'S REQUIRED at premises located at County Tax Map No. 473889 Section 014 pursuant to application dated AUGUST Building Inspector to expire on FEBRUARY 1925 GPJtNDVIEW DR Block ORIENT 0002 Lot No. 003.021 17, 2004 and approved by the 17, 2006. Fee $ 2,064.00 Authorized Signature Rev. 5/8/02 ORIGINAL 765-1802 BUILDING DEPT. INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ]FIREPLACE&CHIMNEY[ ]FIRESAFETYINSPECTION REMARKS: ~~~1~~~'~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [/]~OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: .~_,-/ ,~' DATE INSPECTOR--~~'? 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~ [ ]/,~HJNDATION 2ND [ ] INSULATION r~,~ ["] FRAMING ~ [ ] FINAL ~-~/~,~[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ~ INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ]FOUNDATION 1ST [~'~UGH PLBG. [ ]/~,JNDATION 2ND [ ] INSULATION [~/] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] RO~,UGH PLBG. [ ] FOUNDATION 2ND [/,~ INSULATION [ ] FRAMING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION REMARKS: '-~~ ~_ * DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I~SULATION [ ] FRAMING/STRAPPING [~rFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FtR~ n.~S'I'~A~n'CO. SmUCT.)N [ ) F,R~ n~mST, ml' ~'F. NL='mA'.ON DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] m~REs~'rAtrrco, s'rRucno. REMARKS: [ ] ROUGH PLBG. [ ].~J.,ATION [ ,/]'FINAL [ ] FIR": SAFETY INSPECTION [ ] FIRE RESISTANT I~:NETRA'nO~ DATE INSPECTOR August2,2004 Tel ........ "~ Southold Town Building Department Southold, N.Y. Re: Steve Hoell 150 Village Green Drive Port Jefferson, N.Y. 11776 Building permit Cf 29489Z To Whom It May Concern: This letter is to amend and certify the following change to a pour of a previously approved foundation plan of the Hoell residence located in Orient Point, N.Y. The amended plan notes the change in the height of the crawl space under the proposed sunroom N/E side, the proposed covered deck on the West side, the front porch and a continuous 9'h. 8" wall pour for the rear porch. The new overall height of the poured foundation is 9'-0" h. If you have any additional questions please feel free to call our office at 631-298-1129. Cc: Hoell file ITECNOLOGIES ~134~Matl:~l~ad, Mallitlz~ Pl~Yad~ 119~2 August16,2004 Southold Town Building Department Southold, N.Y. Re: Steve Hoell 150 Village Green Drive Port Jefferson, N.Y. 11776 Building permit # 29489Z To WhOm It May Concern: This letter is to amend and certify the following change to a pour of a previously approved foundation plan of the Hoell residence located in Orient Point, N.Y. The amended plan notes the change in the height of the crawl space under the proposed sunroom N/E side (9' h. wall) with 4'-0" x 7'-0" access from main basement under house. The proposed covered deck on the West side, the front porch and a continuous 9'h. 8" wall pour for the rear porch (to be filled in with fine sand). The new overall height of the poured foundation is 9'-0" high. If you have any additional questions please feel free to call our office at 631-298-1129. October 20, 2004 Southold Town Building Dept. Southold, N.Y. Re: Mr. Steve Hoell 150 Village Green Drive Port Jefferson, N.Y. 11776 Building permit To Whom It May Concern: Mr. Frank Notaro (Architect) inspected and certifies that all of the necessary hurricane strapping has been correctly placed around the whole perimeter of the house as per construction documents prepared by Architecnologies and meet all necessary New York State Construction Codes. Please feel free to contact our office at 631-298-1129 if you have any questions in regards to the above information. Cc: Hoell File September 24, 2004 Southold Town Building Department Southold, N.Y. Re: Steve Hoell 150 Village Green Drive Port Jefferson, N.Y. 11776 Building permit # 29489Z 2004 To Whom It May Concern: This letter is to certify that the ceiling framing of the proposed garage is to be as follows: 1%" x 16" deep WI 80 @ 16" on center. (Attic load only @ 45 lbs/lin, ft.) If you have any additional questions please feel free to call our office at 631-298-1129. Cc: Hoell file ~'IELD INSPECTION'REPORT ........................ ~ ...... $T~ ~ CODE . t /_ ' - ?'-S TOWN OF SOUTIiIOLD BUILDKL~IS; DEPARTMENT TOWN HALE SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ^pproved / Disapproved a/¢ Expffafion PERMIT NO. BUILDING PERMIT APPLICATION CHECKL1L Do you have or need the followinlg, befor6 applying'? Board of Health 3 sets of Building Plans Planrdng Board approval Survey Check Septic Form N.Y.S.D.E.C. Trastees Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adj oiinng 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 pernUt shall be kept on the premJses 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 perm/t 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. ( ignature of applicant or name,~ (Mailing address of applicant) - State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~-~'t~.x,J ~ ~ 1'5 ,~' ,t~l-4k.h~._ [-~D& t.~ (As on'the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street ( Hamlet County Tax Map No. 1000 Section l/-~- Block 0~., Subdivision ~ ~,~ ~>'W ~¢~x3 L~ ~ ~-7~.c~ Filed Map No. ¢4ame) Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construct, ion: a. Existing use and occupancy ~ X//5~O~.A.~.5'-'~ b. Intended use and occupancy ~ ~'- {,,rD 3. Nature of work (check which applicable): Ne.w Building ~ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units(~)/V/'~ If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 7. Dimensions of existing structures, if any: Front ~'~ (. ~L Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front ~ [ Depth Height Number of Stories If business, commercial or mixed occupancy, specify nature and extent of each type of use. _Depth 8. Dimensions of entire new construction: Front w~ C) Height Number of Stories q/C,-' Rear t 372> o, Rear 9. Size of lot: Front 10. Date of Purchase Rear ~-] C) Depth .-~ I /~ 1~ 11. Zone or use district in which premises are situated .Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~ 13. Will lot be re-graded? YES NO V'~Will excess fill be removed from premises? YES NO / 14. Names of Owner of~remises ~TF_Ktt~I',) +[~3ELCAddress~~_.hone No.(,,3[- r(t'l'~ -00'~ (o Name of A~fihi'tect l~t~l~-4~&t-gl~Zr~Address" ~' ....'7" Phone No [-~-~-g 7'- q5'~ '~ Name of Co~tractor Address - ' Phone No 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE,,I?~EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~'"' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17, If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) ss: COUNTY OF ) ~'T'~'k{~t'-) qx4 ~ [ ~ ~3 ~ [--(x, being duly sworn, deposes and says that (s)he is the applicant (Name of individual sign/ng contract) above named, (S)He is the ~ ~ },.] ~__(~. (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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 Notary Fublic 20 D.P UNDA J. COOPER Net~/Public, State of NewYork No. 4822563, SuffoLk Cc, u~ty~,~ ,/ T~rO E~oit~ December 31, ~ c~ ~'.~ '~i~nature o-f Applic~ ~' '~ TOWN OF SOUTI~OLD BUILDING DEPARTMENT TOWN HALE SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a~c Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 3 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Tmstees Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date _, 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 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 pan 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. (Mailing address o~ applicant) - State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As onXthe tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street ~ Ha'mlet County Tax Map No. 1000 Section {~- Block <D~5, Lot5,~1 SubdivisionlP,~,i> ~>~- ~¢~h~~V~% Filed Map No. ~ Lot [~ 4. Estimated Cost 5. If dwelling, number of dwelling units~ Pv'/~ If garage, number of cars State existing use and occupancy of premises and intended use and occupancy of proposed construct, ion: a. Existing use and occupancy ~ 'X/~-A)3"-~' b. Intended use and occupancy ~,~ ~- [,,,.D Nature of work (check which applicable): New Building v/' Addition Repair Removal Demolition Other Work Fee Alterhtion (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 ~ k. ~ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ~J [ ~o Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front '~ © Rear '~ ~ Depth ,-~ Height Number of Stories 9. Size of lot: Front ~"zT~, ~'-'~ Rear [ D~ Depth ~1 ~, ~ / 10. Date of Purchase ~/~ ~7~//~ Name of Fenner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES__ NO ~"~Will excess fill be removed from premises? YES NO 14. Names of Owner of.f..l~_remises ~T'~e~'3 ~t2~EkLAddress~~hone No. (,,31 Name of Architect l"~~Address~Phone No [~-~ Name of Cohtractor Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES__NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE~EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ,~'~i-~----'~t,3 q~, [ ~ ~ ~ L-~. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this dayof ~ 20~9 Notary Public ~ -gi~nature o-f Applicha~at---~'''~' ~ UNDA J. COOPER Neta~/Public, Sta~ of Ne~ York No. 4822563 Scffolk Cc-u~ty~.~ _-:_ ITECNOLOGIES- August 18, 2004 Southold Town Building Dept. Southold N.Y. Re: Mr. Steve Hoell 150 Village Green Drive Port Jefferson, N.Y. 11776 Building permit # 29489Z "'9 I 6 3004 To Whom It May Concern: Enclosed please find 4 copies of the revised proposed elevations in kind of the previously filed set of construction documents on August 16, 2004. The proposed mean height of the attached garage is to be no higher than 18' from average natural grade on site as allowed by Southold Town building code Please feel free to contact our office at 631-298-1129 if you have any questions in regards to the above information. Cc: Hoell File TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 1 ~' o~ ~-- VILLAGE DIST. SUB. LOT ~h~ ~Vi~f~ S W ~PEOF BUILDING R~. S~S. VL. ~[ ~ FARM CO~. CB. MICS. Mkt. Value ~ND IMP. TOTAL DATE R~RKS '/ Tillable FRONTAGE ON WATER W~lond FRONTAGE ON ROAD ~d~d DEPTH H~ Plot BULKH~D Totol Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: C:Wrogram Files\Check\REScheck~l-lOELL RESIDENCE.rck PROJECT TITLE: HOELL RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.22 DATE: 08/16/04 DATE OF PLANS: AUGUST 16,2004 PROJECT DESCRIPTION: CONSTRUCTION OF A NEW 2-STY DWELLING. WITH AN ATTACHED 3-CAR GARAGE. DESIGNER/CONTRACTOR: FRANK NOTARO R.A. ARCHITECNOLOGIES 13405 MAIN RD. P.O. BOX 93 MATTITUCK, N.Y. 11952 * GROUND SNOW LOAD -45 PSF * EXPOSURE CATEGORY B * 120 MPH WIND SPEED * SEISMIC DESIGN CATEGORY - B * WEATHERING - SEVERE * WINTER DESIGN TEMP. - ZONE 11B - 11 DEGREES * ICE SHIELD UNDERLAYMENT REQUIRED PROJECT NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT - 33'-0" FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION -SITE PLAN -FOUNDATION PLAN -FIRST FLOOR PLAN -SECOND FLOOR PLAN -FIRST & SECOND FLOOR FRAMING -CEIILING & ROOF FRAMING PLAN -BUILDING SECTION -EAST & WEST ELEVATIONS -NORTH & SOUTH ELEVATIONS -ENERGY CALCULATIONS -NAILING SCHEDULE & PLUMBING RISER DIAGRAM -CONSTRUCTION DETAILS & PANEL PLAN COMPLIANCE: Passes Maximum UA = 1003 Your Home UA = 818 18.4% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low-E Window 1 copy 1: Vinyl Frame:Double Pane with Low-E Window 1 copy 2: Vinyl Frame:Double Pane with Low-E Window 1 copy 3: Vinyl Frame:Double Pane with Low-E Window 1 copy 4: Vinyl Frame:Double Pane with Low-E Window 1 copy 5: Vinyl Frame:Double Pane with Low-E Window 1 copy 6: Vinyl Frame:Double Pane with Low-E Window 1 copy 7: Vinyl Frame:Double Pane with Low-E Window 1 copy 8: Vinyl Frame:Double Pane with Low-E Window 1 copy 9: Vinyl Frame:Double Pane with Low-E Window I copy 10: Vinyl Frame:Double Pane with Low-E Window I copy 11: Vinyl Frame:Double Pane with Low-E Window I copy 12: Vinyl Frame:Double Pane with Low-E Window 1 copy 13: Vinyl Frame:Double Pane with Low-E Window 1 copy 14: Vinyl Frame:Double Pane with Low-E Window 1 copy 15: Vinyl Frame:Double Pane with Low-E Window 1 copy 16: Vinyl Frame:Double Pane with Low-E Window 1 copy 17: Vinyl Frame:Double Pane with Low-E Window I copy 18: Vinyl Frame:Double Pane with Low-E Window 1 copy 19: Vinyl Frame:Double Pane with Low-E Window 1 copy 20: Vinyl Frame:Double Pane with Low-E Window I copy 21: Vinyl Frame:Double Pane with Low-E Window 1 copy 22: Vinyl Frame:Double Pane with Low-E Window I copy 23: Vinyl Frame:Double Pane with Low-E Window I copy 24: Vinyl Frame:Double Pane with Low-E Window 1 copy 25: Vinyl Frame:Double Pane with Low-E Window 1 copy 26: Vinyl Frame:Double Pane with Low-E Window I copy 27: Vinyl Frame:Double Pane with Low-E Window 1 copy 28: Vinyl Frame:Double Pane with Low-E Window 1 copy 29: Vinyl Frame:Double Pane with Low-E Window I copy 30: Vinyl Frame:Double Pane with Low-E Window I copy 31: Vinyl Frame:Double Pane with Low-E Window 1 copy 32: Vinyl Frame:Double Pane with Low-E Window 1 copy 33: Vinyl Frame:Double Pane with Low-E Window 1 copy 34: Vinyl Frame:Double Pane with Low-E Gross Glazing Area or Cavity Cont. or Door Pe~eter R-Value R-Value U-Factor UA 1740 19.0 21.0 44 4102 21.0 21.0 102 9 0.320 3 9 0.320 3 9 0.320 3 9 0.320 3 9 0.320 3 9 0.320 3 9 0.320 3 9 0.320 3 9 0.320 3 9 0.320 3 9 0.320 3 4 0.310 1 27 0.320 9 9 0.320 3 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 15 0.320 5 3 0.320 1 3 0.320 1 Window 1 copy 35: Vinyl Frame:Double Pane with Low-E Window 1 copy 36: Vinyl Frame:Double Pane with Low-E Window I copy 37: Vinyl Frame:Double Pane with Low-E Window 1 copy 38: Vinyl Frame:Double Pane with Low-E Window 1 copy 39: Vinyl Frame:Double Pane with Low-E Window 1 copy 40: Vinyl Frame:Double Pane with Low-E Window 1 copy 41: Vinyl Frame:Double Pane with Low-E Window 1 copy 42: Vinyl Frame:Double Pane with Low-E Window 1 copy 43: Vinyl Frame:Double Pane with Low-E Window 1 copy 44: Vinyl Frame:Double Pane with Low-E Window 1 copy 45: Vinyl Frame:Double Pane with Low-E Window I copy 46: Vinyl Frame:Double Pane with Low-E Window l copy 37: Vinyl Frame:Double Pane with Low-E Window I copy 38: Vinyl Frame:Double Pane with Low-E Window I copy 39: Vinyl Frame:Double Pane with Low-E Window 1 copy 40: Vinyl Frame:Double Pane with Low-E Window 1 copy 41: Vinyl Frame:Double Pane with Low-E Window 1 copy 42: Vinyl Frame:Double Pane with Low-E Window 1 copy 43: Vinyl Frame:Double Pane with Low-E Window 1 copy 44: Vinyl Frame:Double Pane with Low-E Window 1 copy 45: Vinyl Frame:Double Pane with Low-E Window 1 copy 46: Vinyl Frame:Double Pane with Low-E Window 1 copy 47: Vinyl Frame:Double Pane with Low-E Window 1 copy 48: Vinyl Frame:Double Pane with Low-E Window 1 copy 49: Vinyl Frame:Double Pane with Low-E Window 1 copy 50: Vinyl Frame:Double Pane with Low-E Window 1 copy 51: Vinyl Frame:Double Pane with Low-E Window 1 copy 52: Vinyl Frame:Double Pane with Low-E Window 1 copy 53: Vinyl Frame:Double Pane with Low-E Window 1 copy 54: Vinyl Frame:Double Pane with Low-E Window I copy 55: Vinyl Frame:Double Pane with Low-E Window I copy 56: Vinyl Frame:Double Pane with Low-E Window I copy 57: Vinyl Frame:Double Pane with Low-E Window 1 copy 58: Vinyl Frame:Double Pane with Low-E Window 1 copy 59: Vinyl Frame:Double Pane with Low-E Window 1 copy 60: Vinyl Frame:Double Pane with Low-E Window 1 copy 61: Vinyl Frame:Double Pane with Low-E Window 1 copy 62: Vinyl Frame:Double Pane with Low-E Window 1 copy 63: Vinyl Frame:Double Pane with Low-E Window 1 copy 64: Vinyl Frame:Double Pane with Low-E Window I copy 65: Vinyl Frame:Double Pane with Low-E Window I copy 66: Vinyl Frame:Double Pane with Low-E Window 1 copy 67: Vinyl Frame:Double Pane with Low-E Window 1 copy 68: Vinyl Frame:Double Pane with Low-E Window 1 copy 69: Vinyl Frame:Double Pane with Low-E Window I copy 70: Vinyl Frame:Double Pane with Low-E Window 1 copy 71: Vinyl Frame:Double Pane with Low-E Window 1 copy 72: Vinyl Frame:Double Pane with Low-E Window 1 copy 73: Vinyl Frame:Double Pane with Low-E Window 1 copy 74: Vinyl Frame:Double Pane with Low-E Basement Wall 1: Solid Concrete or Masonry Wall height: 10.0' 3 3 3 3 3 3 3 3 3 30 30 45 9 13 13 13 13 13 13 18 18 18 18 18 18 18 18 18 3 3 3 3 3 3 3 3 3 8 8 8 7 3 6 6 6 6 6 6 6 6 2660 10.0 10.0 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 0.320 10 10 14 3 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 1 1 1 1 1 1 1 l 1 3 3 3 2 1 2 2 2 2 2 2 2 2 322 Depth below grade: 4.0' Insulation depth: 6.0' Floor 1: All-Wood Joist/Truss:Over Unconditioned Space Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE Air Conditioner 1: Electric Central Air, 10 SEER 1980 21.0 21.0 46 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 ~'Energy Conservation Construction Code requirements. When a Registered Design REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release I DATE: 08/16/04 PROJECT TITLE: HOELL RESIDENCE Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity + R-21.0 continuous insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-21.0 cavity + R-21.0 continuous insulation Comments: Basement Walls: 1. Basement Wall 1: Solid Concrete or Masonry, 10.0' hff4.0' bg/6.0' insul, R- 10.0 cavity + R- 10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covem the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: 1. Window 1: Vinyl 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 1 copy 1: Vinyl 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: Window 1 copy 2: Vinyl 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: Window 1 copy 3: Vinyl 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: Window 1 copy 4: Vinyl 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: [ ] 6. Window 1 copy 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: [ ] [ ] [ ] [ I [ ] [ ] [ I [ ] ] 9. 10. 11. 12. 13. 14. 15. 1~. 17. 19. # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window 1 copy 6: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break7 [ ] Yes [ ] No Comments: Window I copy 7: Vinyl 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: Window l copy 8: Vinyl 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: Window 1 copy 9: Vinyl 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: Window 1 copy 10: Vinyl 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: Window 1 copy 11: Vinyl 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 I copy 12: Vinyl 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: Window 1 copy 13: Vinyl 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: Window 1 copy 14: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: /4 Panes Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: Window 1 copy 15: Vinyl 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: Window 1 copy 16: Vinyl 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: Window 1 copy 17: Vinyl 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: [ ] Window 1 copy 18: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: 20. 21. 22. 23. 24. 25. 2~. 2?. 28. 29. 30. 3L 32. # Panes Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: Window 1 copy 19: Vinyl 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: Window 1 copy 20: Vinyl 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: Window 1 copy 21: Vinyl 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: Window 1 copy 22: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factom, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window 1 copy 23: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factom, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window I copy 24: Vinyl 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: Window 1 copy 25: Vinyl 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: Window I copy 26: Vinyl 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: Window 1 copy 27: Vinyl 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: Window 1 copy 28: Vinyl 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: Window I copy 29: Vinyl 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: Window 1 copy 30: Vinyl 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: Window I copy 31: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. # Panes Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: Window 1 copy 32: Vinyl 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: Window I copy 33: Vinyl 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: Window 1 copy 34: Vinyl 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: Window 1 copy 35: Vinyl 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: Window 1 copy 36: Vinyl 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: Window 1 copy 37: Vinyl 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: Window 1 copy 38: Vinyl 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: Window I copy 39: Vinyl 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: Window I copy 40: Vinyl 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: Window I copy 41: Vinyl 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: Window 1 copy 42: Vinyl 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: Window 1 copy 43: Vinyl 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: Window 1 copy 44: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: [ ] [ I [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 46. Window 1 copy 45: Vinyl 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: 47. Window 1 copy 46: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors describe features: tl Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 48. Window 1 copy 37: Vinyl 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: 49. Window 1 copy 38: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors describe features: ti Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: 50. Window 1 copy 39: Vinyl 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: 51. Window I copy 40: Vinyl 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: 52. Window 1 copy 41: Vinyl 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: 53. Window I copy 42: Vinyl 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: 54. Window I copy 43: Vinyl Freme: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: 55. Window 1 copy 44: Vinyl 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: 56. Window 1 copy 45: Vinyl 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: 57. Window 1 copy 46: Vinyl 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: [ ] 58. Window 1 copy 47: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors describe features: [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window I copy 48: Vinyl 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: Window 1 copy 49: Vinyl 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: Window I copy 50: Vinyl 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: Window I copy 51: Vinyl 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: Window 1 copy 52: Vinyl 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: Window 1 copy 53: Vinyl 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: Window 1 copy 54: Vinyl 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: Window 1 copy 55: Vinyl 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: Window I copy 56: Vinyl 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: Window 1 copy 57: Vinyl 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: Window I copy 58: Vinyl 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: Window 1 copy 59: Vinyl 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: [ ] Window I copy 60: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: [ ] [ ] 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window 1 copy 61: Vinyl 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: Window I copy 62: Vinyl 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: Window 1 copy 63: Vinyl 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: Window 1 copy 64: Vinyl 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 Colnments: Window 1 copy 65: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-facturs, describe features: # Panes Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: Window 1 copy 66: Vinyl 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: Window 1 copy 67: Vinyl 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: Window 1 copy 68: Vinyl 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: Window I copy 69: Vinyl 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: Window I copy 70: Vinyl 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: Window I copy 71: Vinyl 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: Window 1 copy 72: Vinyl 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: Window 1 copy 73: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: [ ] [ I [ ] [ ] [ I [ I [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 85. # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Window I copy 74: Vinyl 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: Floors: 1. Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity + R-21.0 continuous insulation Comments: Heating and Cooling Equipment: 1. Boiler 1: Other (Except Gas-Fired Steam), 85 AFUE or higher Make and Model Number 2. Air Conditioner 1: Electric Central Air, I 0 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 lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented 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. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return duets in unconditioned spaces (except basements) must be insulal~d to R- 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. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). 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 an integral heat 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 CF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipe& Illlsulation Thickness in Inches bv Pine Sizes Heated Water - ' ' Circulating Mains and Runouts Temnerature ( FI Lin to 1" Un to 1.25" 1.5" to 2.0" Over 2" 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 Table 2: Minimum Insulation Thickness for HV/IC Pipes. Fluid Temp. lnr, lllation Thickness in Inches by Pine Sizes ~ Ranee(Fl ~ ~ 1.25"to2" 2.5"to4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 15, 2007 Steven W. & Jacqueline Hoell 150 Village Green Drive Port Jefferson Station, N.Y. 11776 Re: Premises ~ 1925 Grandview Dr., Orient, N.Y. Surf. Co. Tax Map #1000-14.-2-3.21 Building Permit #32289-Z Dear Mr. & Mrs. Hoell: Please be advised that the Building Department has received a complaint that the above premises are being occupied without first obtaining a Certificate of Occupancy According to the Code of the Town of Southold, it is unlawful to occupy the dwelling until a Certificate of Occupancy has been issued. Please contact this office as soon as possible, so that we may arrange for a final inspection and issue the Certificate of Occupancy. Thank you for your anticipated cooperation in this matter. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Building Inspector GJF:gar cc: Edward J. Forrester, Director of Code Enforcement (Cert. Mail) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 25th, 2008 lst NOTICE 5teven & ~Tacqueline Hoell P.O. Box 252 Orient, N.Y. 11957 RE: 1925 (New Dwelling) $CTM ~ 141-2-3.21 Dear Mr. & Mrs. Hoell, Please be advised that your Building Permit # 32289 issued August 15th, 2006 has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Buildin9 Permit, please submit a fee of $2064.00; at that time we can schedule an inspection by one of our Building Inspector's. Zf you have any questions, please calm us at 631-765-18021 Respectfully, 5OUTHOLb TOWN BUZLbZNG bEPT. TWO C/O REQUZREb Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765q 1802 Fax (63 l) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 25th, 2008 Steven & Jacqueline Hoell P. O. Box 252 Orient, N.Y. 11957 Re: Premises @ 1925 Grandview Dr., Orient, N. Y. Su~ Co. Tax Map # 1000-14.-2-3.21 Building Permit#32289-Z Dear Mr. & Mrs. Hoell: Please be advised that the Building Department has received a complaint that the above premises are being occupied without first obtaining a Certificate of Occupancy. According to the Code of the Town of Southold, it is unlawful to occupy the dwelling until a Certificate of Occupancy has been issued. Please contact this office immediately, so that we may arrange a final inspection and issue the Certificate of Occupancy. Thank you for your anticipated cooperation in this matter. Respectfully, SOUTHOLD TOWN BUILDING DEPT. cc:Edward J. Forrester, Director of Code Enforcement Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 25th, 2008 Ist NOTICE Steven & Jacqueline Hoell P.O. Box 252 Orient, N.Y. 11957 RE: 1925 (New bwelling) 5CTM at 14.-2-3.21 bear Mr. & Mrs. Hoell, Please be advised that your Building Permit at 32289 issued August 15th, 2006 has expired. According to the Code of the Town of $outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $2064.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, 50UTHOLD TOWN BUTLDZNG DEPT. TWO CIO REQUIRED ITECNOLOGIES August16,2004 Southold Town Building Dept. Southold, N.Y. Re: Mr. Steve Hoell 150 Village Green Drive Port Jefferson, N.Y. 11776 Building permit Cf 29489Z AU6 I 6 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 Icad calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge, If you have any additional questions please feel free to call our office at 631-298-1129. Cc: Hoell File SURVEY OF PRO~=ERTY A T ORIENT TOI/VN OF ~THOLD SUFFOLK COUNTY. N K NO TE' L 0 T NUMBERS REFER TO ' MAP OF GRAND VIER ESTATES ' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 8, 1982 AS MAP NO. 7083 CERTIFIED TO~ STEVEN Fl. HOEL~- JACOUEL/NE HOELL CHICAGO TITLE INSURANCE CO. TITLE NO. $800 - 00745 SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. 1000 - 14 - 02- 3.21 SCALE.. 1" = AUG. 16, 20OO July 16~ 2004 (foundation Iocolion) ANY AL TE~4 TION OR ADDITION TO SURVEY I~ A VK)I..4 TION OF ~¢TION ~ OF THE NEF~ YORK STATE EDUCATION LAW. EXCET~T A~ PER $~'CTION X~09 - SU~DIt41StON ~ ALL C~RTIFIC~ TION. S H~7~'ON ARE VALID FOR THI~ MAP AND COPIES THEREOF ONL Y IF 'BROO~?- TO - ~TE* ARff NOT ~V ~ Wr, T~E LA~. AREA = 49,613 sq ft or Z1390 acres I om fomiSer with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE DISPOSAL SYSTET~S FOR SINGLE FAMILY RESIDENCES one will chide by lhe co~llEoes se! forth Iherel~ permll 1o co~slrucl. ~ ~ 'N'Y's'LIc~O'~9~8'' shown hereon ore from fleN observotlons ~ ~_ =~d or .from dote obt~ed from olhers. ~ :[ER ST~T . ~ ~ Y, 119~ NOTE' LOT NUMBL~S REFER TO ' MAP OF' \ GRAND VIEW ESTATES ' FTLED IN \ THE ,SUFFOLK COUNTY CLERk'S OFFtCE ON ~VE e, 19eZ ,~S ~ ~ NO. ?0~3 CERTIFIED TO, ~ STEVEN W. HOELL JACOUELINE I'K~LL CHICA60 TITLE INSURANCE CO. TITLE NO. $~00 - 00745 SL~VEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD St.~FOLK cOUNTY, NY. ~~ ~~.40' OC[ I1~ Z~2 (prop. h~e. ) , ~T. 2~ 2~ ~ ~op. nsc. ~ I ~ ~ m~k I1~ STAND, N~ AN~ co~~.OF- SU~L~r~ ~ permit lo co~ln~t. Z ere /rom field ob~ervetle~ · gI. JT~LD. AL Y. 1t97'1 SCHS REF. .~ R/ O-OO-O20E I mn /emlllor w/Ih I, Se STANDA.I,~_S FOR AP~PROV, AL AND CONSTRUCTION OF SUBSURFA~.E DISPOSAL SYS~ FOR SINC,.~.E, FAt41L. Y RE,.g~:)ENCES ~ wSI chide hy l~e coedl#ons .se/ forth II,rein end on permit to conslrucl. ANY ALTERATION OR ADDITION TO SURVEY IS A VIOL,4 TION OF SECTION ?~09 OF THE NEW YORK STATE EDUCATION EXCEPT AS PER ~ECTION X"~09 - 51JBDA"L.~zON ~ ALL CERTIFTC,4 TION. S Ill,EON ARE VADO FOR THIS MAP AND COPIES THEREOF ONLY IF · .~AIDM,4~ OR COPIESZ~.AR THE~..~ED SEAL OF THE~JRVEYOR IPrfO.SE $I6HA TURE ,4PPEAR$ HEREOI~ ,4DDITIONALL Y TO COI~f. Y WITH ..~41D LAF THE TERM 'ALTERED BY" "8ROU6HT - TO ' DATE",4RE NOT IN ~ MTH THE LAW. AREA = 49,613 8~ ft. or [1390 acres ' L 0 T NUMBERS REFER T~ ' MAP OF X ' ~ GRAND VIEW ESTATE$ FILED IN ~ THE SUFFOLK COUNTY CLERK'S , ~~ MApOFFICENo.ON7083JUNE 8, 19eS AS ~ ~. ' ~ ~ 31.~2" ~ ''~ STEVEN W. HOELL ~ ~. JACOUELINE HOE[L . CHICAGO TITLE INSURANCE CO. ~ (~) TITLE NO. 3800 - 00745 ~ ~0~~// SURVEY OF PROPERTY ¢ ~-- 00¢5 A T ORIENT ' TOWN OF SOUTHOLD L . ~ SUFFOLK COUNT~ ~ ~ . ~ ~ooo - ~4 - o2- ~2~ ~ ~ SCA&~ Y' = ~'0' ~ ~' AUG ~, 2000 ~ ~ ~ ~ July 16~ 200~ ¢/oun~at/on /oc¢fion) ~ MARCH 19, 2007 ¢F~L] ~ The Ncotlons of wells end cesspools ~6~2 7~ - 5~~~1797 shown hereon ¢re from lien observollon$ P, O. BOX 909 ~nE or .from d~fo obfoineE from olhers. 1~3~ '* TRAVELER S~T~D~ .N, Y, 119~ O0- 222 GENERAL NOTES: I ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND 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 SUE-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 BRACING 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 CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT 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 "EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER 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 PEER TO CONSTRUCT DRAWINGS FOR SIZES. 10 ALL FRAMING LUMBER TO SE DOUGLAS FIR #2 CONST, GRADE OR BEEPER, 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 SD, INCH SUBJECT TO INSPECTION AND VERIFICATION, 2 ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL NO FOOTING SHALL BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM, 3. ANCHOR BOLTS TO SE AT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A MAXIMUM SPACING OF 4'-0" ON CENTER. 4 ALL CONCRETE TO BE 1:2:3 MIX, 2500 LB, CAPACITY UNLESS OTHERWISE NOTED OR SPECIFIED, 5 IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE ASTM-145 WITH 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 6. PROVIDE 0,025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS, 7, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE TREATED FOUNDATION LEGEND,' 4" POURED CONCRETE SLAB WITH 6X6 10/10 W,W,M ON CLEAN 8" P. CONC, FOUNDATION WALL WITH 1'-6" X 10"D, FOOTING (TYP ALL) PROM, W,W,M. IN WALL ( 9'-0" H POUR) ¸24' 34' 9'-6" 14'-2" 32i- 8" P. CONC. FOUNDATION WALL W/1 ~6" X 10" D, FOOTING (TYP ALL) PROV, WW M, IN WALL 24' 14' 81 71 21 '-2" SE OFF OPNG 15'-4" ED, (v.I.F.) ALL AREAS), / PROM. 3 1/2" W. X 5 1.2" D GIRDER POCKET. DEL,- I 3/4" X 11 7/8" MICROLAM BEAM 5'-11" COL, BUR, IN 24" X 24"X 12" D, P. CONC, ETG (TYP, ALL) ED. (VJ.F.) ~ 0% ~ AOcNTC~ DS F 'LAL~ ~N~ WC.LwEAMr~ -6 X 6 REINFORCEMENT, (TYPICAL ALL AREAS) 11'-11" PROV. 4"D STR, STL, COL BUR IN 24" X 24" X 12" D, P CONC, FTC (TYP ALL) 8'-9" I ~ 8'-3" --(V.I.F.) " (SIZE AS REQUIRED) PROM, 80 GAL "SUPERSTORE" HOT WATER HTR, PROM. 3 -ZONE FAN COIL UNITS W/OUTDOOR COMPRESSORS, (SIZE AS REQUIRED) PROV, 5/8" GYP BB. CLG, (AREA ABOVE BOILER ON LY,) 80 GAL. "SUPEBSTORE" HOT WATER STOB, TANK. PROV, ALL NEC ELEC WIRING & HARDWARE, PROV, 4" P,CONC,PAD, 3'-6" X 5~10'' X 18" HIGH. 19'-6" 17'-1" 8" P. CONC. FOUNDATION WALL W/ 1 '6" X 10" B FOOTING (TYP ALL) PROM, W,W,M, IN WALL 81 81 1 7'-1" 4" P, CONC, SLAB ON CLEAN COMPACTED FILL W/W.W,M. 6 X 6 REINFORCEMENT AT GRADE, (TYPICAL) CONC,~ ©,,, ETAIN 8TC :THE uc ~RTMB T R~UII .ED ~ PLUM I~G SCALE: 1/4"= 1 '0" DWG, NAME' FOUNDATION ~ P~N 8" P. COHO, FOUNDATION f 1 '6" X 10II D, FOOTING (TYP, ALL) PROM. W,W M IN WALL PLUMBING PLUMBER CERTIFICA T?ON ALL PLUMBING WASTE ON LEAD CONTENT BEFORE & WATER LINES NEED TESTING I~FORE COVERING C, ERTtFICA TE OF OCCUPAI~ SOLDER USED IN WATER 12'- SUPPLY SYSTEM CANNOT EXC*EED 2/IO OF I% LEAD. M ~,EEr THE REQUIREMENTS OF THE COOLS OF NEW YORK STATE. (TYPICAL) CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. 21 '~6" DATE: NOTIFY BUILDING 765-1602 8AM TO 4PM FOLLOWING INSPECTIONS: 1. FOUNDATIOI FOR POURED CONCRETE 2. ROUGH - FRAMING & 3. INSULATION 4. FINAL - CONSTRUCTION BE COMPLETE FOR ALL CONSTRUCTION REQUIREMENTS YORK 8TARE. MOT WITHOUT CERTIFICATE t OF OCCUPANCY DO, NOT PROCEED WITH FRAM [~ BNTIL SURVEY OF FOUNDA~ION LOCAT ON HAS BEEN APPROVED. ARE THE SOLE PROPERTY OF T NO REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRIt[TEN AUTHORIZATION BY THE ARCHITECT. ANY REPRO[DUCT[ON IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW, t!NOERWRIIERS CERTIFICATE', REQUIRED 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 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 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 MISAUGNMENT ACCORDING TO ALL APPLICABLE CODES. 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES. AND COSTS RELATED TO THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT, 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 "E)(TRAS' FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER 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 CONSTRUCT DRAWINGS FOR SIZES. 10. ALL FRAMING LUMBER TO SE DOUGLAS FIR #~ CONS.. GRADE OR BE%PER. t 1. 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. OVERHEAD DOOR "RENAISSANCE (OR APPRVD. EQ ) [--CONSTRUCTION LEGEND: NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/1/2" CDX PLYWD. ¢/'/~/// EXTERIOR SHEATHING ( ~YVEK WRAPPED & TAPED), QUALITY EDGE SIDING BY "TRU-SHAKE" - COLOR WICKER APP. EQ PROV. 1/2" GYP. BU.(SCREWED/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. BD ,/"//,'/ (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP. BD (GREEN MD.) FOR ALL BATHROOM WALL AND CEILINGS. PROV. CEMENT WALL BD FOR ALL TILE AREAS INTERIOR PAINT- TO BE "BENJAMIN MOORE" U O N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS TM.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.,UNDERLAYMENT ~ (3 FINISH COATS OF CLEAR SATIN POLYURETHANE ) SUB-FLOOR-USE 8/4" THICK PLYWOOD 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 ADDITIVE MIXED IN. --PLUMBING LEGEND ,p PROV----IDE~LL N~OESSAR~ p~D VENTING AS INDICATED ON CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N,Y.C. AND N.Y,S. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV ALL NECESSARY DRAIN VALVES. OHS PROVIDE FROST FREE HOSE BIBS SHOWER HEAD INSULATION NOTES: - EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HIGH DENSITY INSULATION BY 'OERTANTIEED' OR APPROVAL EQUAL. - NEW EXTERIOR WALLS' 2"X6" WOOD STUD. R 21 FOIL FA, HIGH DENSITY INSULATION BY 'CERTAINTEED~ OR APPROVED EQUAL. - NEW ROOF. R-38 KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EEl, 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 CONTRACTOR NOTE; ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON~, "DECORA" IN COLOR O.N.O . DOWNLIGHT TRIMS TO BE WHITE. ¢ DUPLEX ELECTRICAL RECEPTACLE (~eF~ DUPLEX REOEPLTACLE/GROUND FAULT INTERRUPT ~so DUPLEX SEPARATE CIRCUIT RECEPTACLE $ WALL SWITCH $ a 3-WAY WALL SWITCH QB CEILING MOUNTED JUNCTION BOX ~Ja WALL MOUNTED JUNCTION BOX ¢ RECESSED DOWNLIGHT (100wi "LIGHTOILER" OR APPROVED EQUAL 4~E~E EXTERIOR MOUNTED DOWNLIGHT (100WI ~E~a~ WALL MOUNTED DUAL SPOT LIGHT NEW CEILING MOUNTED dUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT OR APP. EELUAL. EXT. MOUNTED LIGHT WITH FAN SMOKE/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX <] T NEW TELEPHONE RECEPTACLE <~ O NEW CABLE 7V RECEPTACLE <~ st NEW STRUCTURED CABLE DB[] NEW DOORBELL ABOVE ABOVE 11' WINDOW LEGEND ALL WINDOWS TO BE ANDERSEN CLAD. WINDOW SPECS ANDERSEN ROUGH ROUGH REFERENCE OPENING OPENING QTY. NUMBER WIDTH HEIGHT TVV2036 2'- 2 1/8" 3'-8 7/8" 11 CIR20 2'-0 5/8" 2'-0 5/8" I DOOR SCHEDULE: 1 ST. FLOOR EXTERIOR DOORS DOOR ID )OCR A/ODD 1ST. FLOOR INTERIOR DOORS I® wood I® WOOD I® OOD 2ND. FLOOR EXTERIOR DOORS 2ND. FLOOR INTERIOR DOORS OPERATION LOCATION SWING FOYER DING KITCHEN LIVING ROOM SlJNROOM )SL. SWING DINING ROOM 3SL. SWING LAUNDRY CLOS. ~IGHT SWING PANTRY EFT SWING CLOSET _EFT SWING BATHROOM ~IGHT SWING BASEMENT STAIR IDBL SWING I FRONT PORCH GARAGE (~PAIR (~PAIR (~PAIR ¢¢OOD ~BL SWING }EL SWING HALL CLOS. M BEDROOM 6'-SIi 3EL SWING BED. 2 CLOS. _EFT SWING STORAGE 6'-8" ¢~OOD ~IGHT SWING BEDROOM I 2ND. FLOOR INTERIOR DOORS HEIGHT LOCATION 6I-6'~ HALL OLDS. 6'-8" ~ED I CLOS. 6'-8" ~ATH ROOM 6'-8" JNEN OLDS. 6'-8'1 ~AT H R O O M DOOR MATERIAL OPERATION WOOD RIGHT SWING WOOD DEL, SWING WOOD LEFT SWING 6'--6II ~1. BEDROOM 61-6II LINEN CLO: 6' 8II V~. BATHROOM 6'-8" CLOSET MASONITE RIGHT SWING GARAGE WOOD OVERHEAD GARAGE WOOD OVERNEAD ARAGE WOOD OVERHEAD -~ARAGE WOOD OVERHEAD GARAGE 61 KITCHEN BREAKFAST AREA - I 3/4I" X I I 7/8I~ SUNROOM 24' ABOVE VENT I ,,? , / %=~ / /15'-6" / BATHROOM( ABOVE ABOVE ABOVE 14' 81 \ / OSD PROV. 3 1/2" 4STR. STEEL '% 1 7'-5"' CO)L. / / PROV. 2- 2~1X 4TM STUD. POSTING. UNDER BEAM / / / LIVING ROOM II COVERED PORCH 12I-0" X 21 ~PROV. 2 - I 3/4" X 11 7/8" HEADER ABOVE ALL OPNGS. ~_~UEU OF RIM JOIST. I DINING ROOM PORCH FIRST FLOOR PLAN TOTAL AREA = 1,980 SQ. FT. 0 UJ t.l.l q q q 1/4": 1 '0" FIRST FLOOR pLAN 2" X 6" ACQ SILL PL/~TE 6" ACQ SILL PLATE I 3/4" X 11 7/8" CONT. RIM JOIST ~.1 3/4" X 11 7/8" GPI 65 F,J. @ 16" O.C, (TYp,) ~ 3/4" X 11 7/'8" CONT, RIMJOIST 2" X 10" ACQ F J,_ 1 3/4" X 11 7/8'~ CONT. RIM JOIST RIMJOIST 7/8" CONT. FIRST FLOOR FRAMING PLAN RIMJOIST F,J TO REST ON 2" X 6" ACQ SLEEPER ON FLAT ON 3" P. CONC, SLAB, >- LLIz Ll.l D_ ~o d FtRST FLOOR FRAMING PLAN A.1 -1 GENERAL NOTES: I ALL WORK SHALL COMPLY WITS FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES, 9, 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 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, S, THE CONTRACTOR SHALL SE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES 8 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THiS CONTRACT 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 "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER 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 CONSTRUCT DRAWINGS FOR SIZES, 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS,. 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, CONSTRUCTION LEGEND: NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD ' ~ EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), QUALI~' EDGE SIDING BY "TRU-SHAKE" - COLOR WICKER APP. EQ. PROV,1/2" GYP, MD. (SCREWED /TAPED) CLR, PINE 8" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL, (HIGH DENSITY), 5 1/9" 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, BD /,//// (SCREWED/TAPED) APPLIED BOTH SIDES, NOTE: PROVIDE MOISTURE RESIST GYP, BD (GREEN MD,) FOR ALL BATHROOM WALL AND CEILINGS. PROV, CEMENT WALL DB, FOR ALL TILE AREAS, INTERIOR PAINT- TO BE "BENJAMIN MOORE" U O,N, ONE COAT PRIMER AND TWO COAT8 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. UNDERLAYMENT ~ (3 FINISH COATS OF CLEAR SATIN POLYURETHANE ) SUB-FLOOR-USE 3/4" THICK PLFWOOD GLUED AND NAILED. SUB FOR TILE AREAS TO SE SCREWED AND GLUED. CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP, EQ, TILE TO BE INSTALLED ICT, I OVER 1/2'1 CEMENT BOARD U.O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. I CP~I CARPET ( SELECTED BY OWNER ) PLUMBING LEGEND PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED 'P ON CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N,Y.C, AND N.Y.S BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV, ALL NECESSARY DRAIN VALVES, PROVIDE FROST FREE HOSE BIBS SHOWER HEAD INSULATION NOTES - EXISTING EXTERIOR WALLS' 2"X4" WOOD STUD. R-15 HIGH DENSIT7 INSULATION BY 'CERTANTIEED' OR APPROVAL EQUAL. - NEW EXTERIOR WALLS: 2"X6" WOOD STUD R-21 FOIL FA. HIGH DENSIT7 INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL. - NEW ROOF: R-38 KRAFT-FA, ~NSULATION BY 'CERTAINTEED' OR APPROVED EQ. ELECTRICAL LEGEND: NOTE ALL ELECTRICAL WORK TO SE 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 CONTRACTOR, NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORW' IN COLOR O.N,O,, DOWNLIGHT TRIMS TO BE WHITE, (~ DUPLEX ELECTRICAL RECEPTACLE I~GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT ~sc DUPLEX SEPARATE CIRCUIT RECEPTACLE $ WALL SWITCH $ 3 3-WAY WALL SWITCH CEILING MOUNTED JUNCTION BOX ]~'J B WALL MOUNTED JUNCTION BOX RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL EXTERIOR MOUNTED DOWNLIGHT (100W) ~,JB WALL MOUNTED DUAL SPOT LIGHT NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST FAN/LIGHT WITH DUAL SWITCH AT WALL, "BROAN" HEAVY DUT¢ UNIT OR APP. EQUAL. ~F MOUNTED LIGHT WITH FAN EXT. SMOKE/ CARBON MONOXIDE DETECTOR, TO BE HARD WIRED TO CENTRAL CONTROL SOX '~ T NEW TELEPHONE RECEPTACLE <~ c NEW CABLE TV RECEPTACLE '~ ST NEW STRUCTURED CABLE ua[] NEW DOORBELL STO RAG E 13'-6" X 1 7L7" STO RAG E 17'-7" I/ pR~OV, 2- 2" X 4" STUD. POSTING. UNDER BEAM BEDROOM 2 WINDOW LEGEND: ALL WINDOWS TO BE ANDERSEN CLAD WINDOW SPECS ANDERSEN ROUGH ROUGH REFERENCE OPENING OPENING NUMBER WIDTH HEIGRT TW2036 2'- 2 1/8" 3'-8 7/8" 11 CiR20 2'-0 5/8" 2'-0 5/8" 1 TW21032-3 9'-0 3/4" 3'-4 7/8" 1 DHT 21032-3 9'-0 3/4" 1'-0 1/2" 1 TW210410 3'-0 1/8" 5' 0 7/8" 19 ~)' DHT210410 3'-0 1/8" 1'-0 1/2" 11 TW210410-2 6'-015/16" 5'-07/8" 2 TVV210410 9~-0 3/4" 5'-0 7/8" 1 DHT210410-3 9~-0 3/4" 1'-0 1/2" 1 TW91042 3'-0 1/2" 4'-4 7/8" 6 CXW16 3'-0 1/2" 6'- 0 3/8" 9 DHT16 3'-0 1/2" 1'-0 1/2" 9 DHT2410 7'-6 3/8" 1 '-0 1/2" 3 DHT 6210 6'-3 5/16" 1 L0 1/2" 1 DHT21032 3'-0 1/8" 1'-0 1/2" 1 2820 2'-8 1/8" 1'-11 3/8" 4 DHT 5610 5'-7 7/8" 1'-0 1/2" 4 TOTAL 89 DOOR SCHEDULI-: 1 ST, FLOOR EXTERIOR DOORS DOOR ID WIDTH HEIGHT DOOR MATERIAL MASONITE LEFT SWING (~) PAIR [ 2'-6" [ 6'-8" IFR WOOD IBBL SWING (~) PAIR PAIR (~) PAl R SND, FLOOR INTERIOR DOORS 6'-8" WOOD 6'-8" WOOD 6'-8" WOOD 6'-5" WOOD 6'-8" WOOD 6'-8" WOOD 6'-8" WOOD 6'-8" WOOD 6'-8" WOOD 2ND, FLOOR INTERIOR DOORS OPERATION LOCATION DOOR =OYER <ITCHEN JVlNG ROOM 3UNROOM DINING ROOM ~,UN DRY CLOS FLIGHT SWING :ANTRY 3LOSET 3ATHROOM RIGHT SWING 3ASEMENT STAIF IFRONT PORCH GARAGE DBL SWING HALL CLOS DBL SWING BEDROOM DBL. SWING 3ED, 2 CLOS LEFT SWING STORAGE RIGHT SWING 9EDROOM 1 DBL, SWING HALL GLO& DBL SWING M, BEDROOM DBL SWING 3ED, 2 CLOS LEFT SWING STORAGE RIGHT SWING BEDROOM I DOOR OPERATION LOCATION HEIGHT MATERIAL 6'-8" WOOD higHT SWING HALL CLOS, 6'-8" WOOD 3BL, SWING BED, I CLOS, 6'-8" WOOD _EFT SWING BATHROOM 6I-9'I WOOD RIGHT SWING LINEN CLOS 6'-8" WOOD ~IGHT SWING M. W/C 6'-6" WOOD _EFT SWING M. CLOSET MASONITE RIGHT SWING GARAGE WOOD DVERHEAD GARAGE BEDROOM I ABOVE DORMERS BATHROOM PROM 2- 2" X 4" STUD POSTING. M. BATHROOM 11'-11" 31 M, CLOSET PROV 3 1/2" STP, STEEL 1 8'-8" -'--' PROV 3 q/2" STP STEEL 1 7'-5" '~ LINE OF COL. ~ 2- 2" X 4" STUD, lNG, UNDER BEAM 4'-1 0" (~IN ABOVE DORMI 81_1 II- M. BEDROOM 16'-0" X 18'-5" SECOND FLOOR PLAN TOTAL AREA = 1,740 SQ. FT, THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE pROPERTY OF THE ARCHITECT, NO REVISIONS, CHANGES, AND/OR MODIFICATIONS LU 0 0 D d d _ K K 1/4" = 1 '0" SECOND FLOOR P~ A.2 I 3/4" X 11 7/8" CONT 1 3/4" X 11 RIM JOIST RIM JOIST 16" O,C,(1ST FL.)' 3/4" X 11 7/8" GPI-65 F,J, @ 16" O,C (TYp,) / FJ @16"OC (TYP) / 3/4" X 11 7/8" CONT, RIM JOIST I 3/4" X 11 7/8" CONT DBL I 3/4"X 11 7/8" 3P-LAM BEAM DBL. I 3/4" X 11 7/8" G P-LAM BEAM 3/4" X 11 7/8" GPI-65 PROV, DBL. F.J, UNDER ALL PARALLEL PARTITIONS I 3/4" X 11 7/8" CONT, RIM JOiST PROV, DBL. F J, PROV, DBL F.J. UNDERALL PARALLEL PARTITIONS PROV DBL F,J, PROV, DBL, F,J, UNDER ALL PARALLEL PARTITIONS DJ RIM JOIST RIM JOIST 1 3/4" X 1 1 7/8'~ CONT RIM JOIST SECOND FLOOR FRAMING PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SQLE FROPER~¢ OF THE ARCHITBCT, NO REVISIONS, CHANGES, AND/OR MOBIFICATIONS SHALL BE ALLOWED WITHOUT WRI~FEN AUTHORIZATION A.2-1 I I ~ I I I F , I ~ I 3/4" X 11 7/8" CONT RIMJOIST _ © THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLD pROPERTY OF THE ARCHITECT NO REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRIT-FE N AUTHORI~TION BY FHE ARCHITECT, ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW A.2-2 2" X 4" ON FLAT "FLYING RAKE" 2" X 4" ON FLAT "FLYING RAKE" 2" X 4" ON FLAT "FLYING RAKE" 2" X 4" ON FLAT "FLYING RAKE" 2" X 4" ON FLAT "FLYING RAKE" DBL, R,R, TO FRAME OUT ALL DORMER AREAS DBL R ALL DORMER AREAS ., 2" X 10" R,R, DBL, R,R. TO FRAME OUT ALL DORMER AREAS 2"X 10" R,R, 10" R,R DBL. I 3/4"X 11 ? 3/4 X 41 7/8 GP-LAM BEAM RIDGE BEAM 2 X 4 ON FLAT FLYING RAKE" 2 X4 ON FLAT FLYING RAKE 2 X4 ON FLAT FLYING RAKE 2" X 4" ON FLAT "FLYING RAKE" 2" X 12" RIDGE BEAM ALL DORMERS, 2" X 4" ON FLAT "FLYING RAKE" 2" X 4" ON FLAT "FLYING RAKE" 2" X 12" RIDGE BEAM ALL DORMERS. 2" X 4" ON FLAT "FLYING RAKE" 2" X 4" ON FLAT "FLYING RAKE" DEL- 2" X 12" RIDGE REAM 3/4" X 11 7 BEAM 2" X 12" RIDGE BEAM ALL DORMERS, !" X 12" RIDGE BEAM ALL DORMERS, 2" X ,4" ON FLAT "FLYING RAKE" 7~'~,~,LL GABLE ENDS ( I YP ALL) 2" X 12" R, R, DBL 1 GP-LAM VALLEY BEAM 2 X12 RIDGEBEAMI ALL DORMERS, E" X 4" ON FLAT "FLYING RAKE" 2" X 12" RIDGE BEAM A.2-3 PROV, 2" X 4" "FLYING RAKE" @ 16" O,C ON FLAT. (TYP, ALL GABLE END AREAS) (TYP, ALL R.R ) PLATE (TYP ALL) DBL,- 2" X 12" RIDGE BEAM I 3/4"X 11 7/8" CPI-65 C,J. @ I PROV. 4" D, STR, STL COL BUR, IN 24" X 24" X 12" D, P CONC FIG, (TYP, ALL) ~1/2" GYP. BD, ALL EXPOSED AREAS, 4H p H 8 P, CONC. FOUNDATION WALL W/1 '6" X 10" D, FTGS. (~'P, ALL FOUNDATION,) 12" RIDGE BEAM (TYP. ALL R,R,) 6" P. CONC, FOUNDATION WALL W/1 ~6" X 10" D, FTGS. (~fP, ALL FOUNDATION,) CONT RIDGE & HIP VENT BY "COBRA" OR APP, EQ, (TYP ALL AREAS) DBL.- 2" X 18" RIDGE BEAM PROV, 5/8" CDX pLYVVOOD ROOF SHEATHING. (TYP ~ ALL ROOF AREAS) PROV, 40 YEAR "GAF" ASPHALT ROOF SHINGLES, (TYP. ALL AREAS) OVER 15 LB, FELT. PROV, "WEATHER WATCH" UP 2'-0" OF ROOF EDGE. 2" X 12'~ RIDGE BEAM R-38 HIGH DENSITY FOIL FA. INSUL (TYP. A~FIC AREAS) //~I/2"GYP, BD ALL EXPOSED AREAS,/ / PROV, SELECT OAK FL, (REF, PLAN FOR LOC.) PROV FL, I 3/4~' X 11 ?/8~' WI-80 F,J. @ 16" O C DBL 1 7/B" MICROLAM HDR, ABOVE ALL EXT, DOORS & WINDOWS, DBL. 2" X 10" HDR. ~1/2" GYP. BD. ALL EXPOSED AREAS,~/ PROV, SELECT OAK FL. REF, LOC,) PROV.~ CONT. IRIDGE & HIP VENT BY "COBRA" OR API EQ. 0WP, ALL AIREAS) ~1/2" GYP, BD, ALL EXPOSED AREA.~//Z INSUL, (TYP. FLOOR AREAS) INSUI-. er(P, FLOOR 2" X 10" CCA F.J @ 16" O,C, I 3/4"X 11 7/8" WI 80 F,J, @ 16" O C, I 3/4" X 11 7/8~ GP-LAM BEAM PROV, 4~ D, STR, STL, COL, BUR IN 24" X 24" X 12" D, P. CONC FTC. (TYP, ALL) DBL.-2 X6 CCASILLF 5/8 ANCHOR BOLTS 4-0 O.C, (TYP. ALL AREAS ) 4"P. CONC EAST SIDE ELEVATION PROM 2~ X 4" "FLYING RAKE" @ 16" O.C ON FLAT, ¢YP, ALL GABLE END AREAS) 2"X12" R R @ 18"O.0 (TYP, ALL R,R.) PROVIDE 6" CONT, ALUM, GU~FERS AT ALL ROOF EDGES INCL THIRD FLOOR ROOF DECK, LEADER LOCATIONS T.B,D, PROV CONT, ALUM, DRIP EDGE, (TYP ALL AREAS) PROV "AZEK" TRIM W/1" VENTED SLOT (SCREENED), TYP. ALL ROOF AREAS. PROV. 6" "AZEK" TRIM OVER 5/8" CDX PLYWOOD BLOCKING ¢FYP ALLAREAS) 2" X 6" WOOD STUDS W/ 1/2" CDX PLY, SHEATHING. (TYP.) R-21 HIGH DENSITY FOIL FA, INSUL. (TYp. ALL AREAS) PROV. 1 3/4" X 11 7/8" CONT, RIMdOIST (TYp, ALL AREAS) 2" X 10'l CCA F.J 8" P. CONC, FOUNDATION WALL W/ I '6" X 1O"D FTGS, (TYP, ALL FOUNDATION.) 4" P CONC. SLAB ON CLEAN COMPACTED FILL W/W W M 6 X 6 REINFORCEMENT AT GRADE (TYPICAL) THESE DRAWINGS AS INSTF~LJMENTS OF SERVICE, ARE TH~ SOLE PROPER~ OF THE ARCHITECT. NO REVISIONS, CHANGES, ANB/OR MODIFICATIONS D SCALE: 1/4"'= 1 '0" BUILDING SECTION DWG, NO ' 2 16'-10" 2ND. FL. C.H. 1 '+/- NORTH SIDE ELEVATION 21' ~IL ]LrT Ii, I~rLIsLT EAST SIDE ELEVATION 21' 30'- 10" THESE DRAWINGS AS iNSTRUMENTS OF SERVICE, ARE THE SOLE PROPERT'f OF THE ARCHITECT NO REVISIONS, CHANGES, AND/OR MOB~FICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AUTFIORI~TION >- 0 0 0~ O 0 - 1/4"= 1 '0" NO~TH & EAST SIDE ELEVATIONS A.4 T SOUTH SIDE ELEVATION PROV CRICKET WEST SIDE ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT 11 Z A.4-1 FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION: NUMBER OF STORIES; ROOFSPAN (FT.) 2O 24 2S 32 36 24 2S S2 36 U S0 100 U L S 110 CONNECTOR UPLIFI LOAD, = CONNECTOR LATERAL LOAD. U L S I L IS 179 149 N 179 (PERPENDICULAR TO THE WALL) CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL) REQUIRED CAPACITY OF CONNECTION (LBS)TM 2O6 314 368 2O6 26O 314 368 422 264 'k~ 681 325 386 447 509 128 '~ 421 170 211 2S4 681 421 291 681 358 426 493 561 291 254 421 358 426 493 561 ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1 4. TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF), TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO SE MULTIPLIED BY 0,70 ANO 0,BE, RESPECTIVELY, FOR FRAMIh,4G NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING A,~q-ACHED WITH 8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPAOIITY OF THE CONNECTION SHALL BE INCREASED FASTEST MILE WINDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION RAFTER/TRUSS SPACING (IN,) ROOF SPAN (FT.) REQUIRED CAPACITY OF CONNECTION (LBS)~'~'~ 20 282 24 327 28 371 32 416 36 461 CONNECTOR UPLIFT LOAD, 191 280 CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) 284 325 386 447 5O9 570 632 280 341 %2 280 427 421 ~ 526 SOO 626 580 N~J 726 660 826 740 927 820 x~ ~027 3S9 28O TABULATED UPLIFT REQUIREMENTS 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. TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS, WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 × 100 PLF) FOR EACH FULL WALL ABOVE TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET, FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VAL-UES SHALL BE PERMI~FED TO BE MULTIPLIED BY 0,80, 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 & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 90 I 100 I 110 I 120 90 J 10011101120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN,) SPACING (IN,) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL' 23 36 3= 19 2B WALL PLATE TO FOUNDATION* 1-3 STORIES . (SLAB-ON-GRADE) 6 ~ 36 57 U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL) * ANCHORAGE REQUIRED TQ RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4, ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOOKED ROOF AND/OR FLOOR GIAPHRAMS (279 PLF) ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4.4, : ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PER METER EDGE NAIL SPACING OF 6" O C (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4 4. ' SILL OR BO']q-OM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TABLE 3,2B ALTERNATIVE TO TABLE 3 2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SPACING (IN.) SPACING (IN) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 WALL PLATE TO FOUNDATION 1-3 STORIES (SLAB-ON-GRADE) 40 33 28 25 51 42 36 32 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) RAFTER/ CEILING JOIST WALL HEIGHT SPACING (IN,) (FT,) 16 S 1/2" ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPH) MAXIMUM ANCHOR BOLT SPACING (IN.) 3'% 3 3 3 4 1 OD BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 80 COMMON NAILS WHEN CEILING JOISTS ARE INSTALLED PARALLEL 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 FASTENED TO A2 X 6 TOP PLATE. UPLIFT STRAP CONNECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL AND WALL-TO-FOUNDATION) PRESCRIPTIVE DESIGN TABLE 3,3B ALTERNATIVE TO TABLE 3 3 (AMERICAN FOREST & PAPER ASSOCIATION) FRAMING SPACING ROOF SPAN (IN,) (FT.) 2O 16 24 U4 = CONNECTOR UPLIFT LOAD L4 CORN ECTOR LATSP~L LOA~), (PERPENDICULAR TO THE WALL) S CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL} TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 PSF) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE rOREASED BY I NAIL AT EACH END POP WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, TEE TABULATED NUMBER OF NAILS SHALL BE PERMIttED TO BE REDUCED BY 1 NAiL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE, 90 100 110 I 120 NUMBER OF BD COMMON NAILS 2 3 3 4 4 5 3 4 4 5 5 6 7 11" E } TOILET, BATI I, AND SHOWER SPACF SCALE: 1'= 1/2" C,O.I _r SECOND FLOOR FIRST FLOOR PLUMBING RISER DIAGRAM N.T.S. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE pROPERTy OF THE ARCHITECT, NO REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WBI~I EN AUTHORIZATION BYTHEARCRITECT, ANY REPRODUCTION IN PART OR WHOLE JS STRICTLY PROHIBITED BY LAW 7>- 7 -Fo SCALE: 1/4"= 1 '0" DWG, NAME: PLUMBING RISER DIAGRAM A.5 GENERAL NOTES: I FAMILY DETACHED DWELLING ZONE 11B HEATING DAYS = 5750 COINCIDENT WET-BULB TEMP = 73 SUMMER DESIGN DRY- BULB TEMP = 83 WINTER DESIGN DRY-BULB TEMP = 6 GL~ZING U FACTOR = 0.45 CEILING R VALUE = R-38 EXTERIOR WALL R VALUE = R-13 FLOOR R VALUE = R-19 TOTAL EXTERIOR WALL SC,FF. = 2,620 SC,FT. TOTAL WINDOW SC,FT. = 374 SQ.FT TOTAL DOOR GLASS AREA = 247 SQ,FT FENESTRATION AREA ~ 621 / 2,820 X 108 = 24 WWR TOTAL SQ,FT,AREA = 2,794 SQ,FT, MINIMUM EQUIPMENT PERFORMANCE EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM PERFORMANCE OIL-FIRED STEAM AND HOT WATER BOILERS DOE 10 CFR PART 430 < 300,009 BTU/H, SUBPART B, APPENDIX N. AFUE PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS WINDOW AREA 30% OF GROSS EXTEERIOR WALL AREA MAXIMUM MAXIMUM HEATING DEGREEE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL I SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ZONE 11B 5750 0,45 R-38 R-21 R-21 R-19 R-g,2 PT B-19 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIMUM NOTES' DESCRIPTION R-VALUE R-VALUE WALL TYPE I B" P,OONC, 9' H, R - 10 R - 10 8" P,CONC, FNDN, WALL ON TOP OF A OONT, FOOTING, WALL T~PE 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, MD, ROOF TYPE ASPHALT SHINGLE R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE FLOOR TYPE 1 3/4" X 11 7/8" R - 21 R - 21 I 3/4" X 11 7/8" WI-80 F,J. ~ 16" O,C. HEATING & COOLING CRITERIA ZONE 11B DETACHED ONE FAMILY WALLS MODE , HEATING OR COOLING 0,14 ROOF CEILING 0,031 UNHEATED SLAB ON GRADE 4,5 BASEMENT WALL a,b, 0,1 CRAWL BPAQE WALL 006 L ENERi L FLO'DR 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 3, WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING, MANUFACTURED LUMBER ¢4~l~~ ~~'T' T LS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER REQUIRES 2 LAYERS OF 6/8", FIRE BATED GYPSUM BOARD 1, ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/O, ALL OTHER FBAMING MATERIAl_ TO BE ¢2 DOUGLAS FIR OR BETTER. ~1~1~ ~¢C~O~:~1-~=~1~ t~)~r~l~elTH CONCRETE OR MASONRY TO BE PRESSURE TREATED GENERAL ELEVATION NOTES GENERAL PLUMBING NOTES GENERAL HVAC SYSTEM NOTES EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 CLIMATE AND GEORGRAPHIC DESIGN CRITERIA TABLE 301 2 (RESIDENTIAL CODE OF NEW YORK) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ~ SNOW DESIGN WINTER ICE SHIELD LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE DESIGN UNDERLAYMENT FLOOD DEPTH TERMITE DECAY TEMP. REQUIRED HAZARD LOAD BEARING VALUE OF EXPOSUBE CATEGORY B SOIL 3,000 PSF MODERATE TO SLIGHTLY TO MAP # 361030166 G 45 PSF 120 MPH B "SEVERE" 1 S" FOOTINGS HEAVY MODERATE ZONE 11 B = 11 ° YES EFFECTIVE DATE: USE-16" MAY 4TH 1998 FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR, DESCRIPTION INSULLATION R-VALUE U - FACTOR X AREA UA ROOF R-38 0.31 3259 SC,ET. 1010.3 INTERIOR FLOOR R-21 0.31 3729 SC,FT. 1160 EXTERIOR WALLS R-21 0,31 4102 SQ.FT, 1272 TOTAL ARF~k 6,704 SQ,FT WALLS, WINDOWS, AND DOORS DESCRIPTION iNSULLATION R-VALUE U - FACTOR X AREA = UA WALL R-21 Uo=0,14 3225 SC,FT. 451.5 WINDOW R= ,3 / SC,ET 0.35 691 SC,FT. 242 DOOR N/A 0.35 186 SQ,FT, 65 TOTAL AREA 4102 BQ,FT, NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE 3,1 (AM~ERICAN FOREST & PAPER ASSOCIATION NO CONNECTION FASTENING COMMONII SPACING RAFTER TO TOP PLATE (TOE-NAILEID)~16" O.C 3 8d PER RAFTER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST 3 CEILING JOIST TO PARALLEL RAh ~ ~H (FACE-NAILED) (SEE TABLE 3.7) ~ACH LAP 4 CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED) (SEE TABLE 3,7) EACH LAP 5 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3 4) PER LIE 6 BLOCKING TO RAh I bH (TOE-NAILED) 2-8D F~kCH END 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 8 TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D PER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE 10 STUD TO STUD (FACE-NAILED) 2-16D 24'~ O.C, 11 HEADER TO HEADER (FACE-NAILED)) 16D 10" O.C, ALONG EDGES 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD 13 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D ~ACH END 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 17 BLOCKING TO SILL OR TOP PLATE 0TOE-NAILED) 3-16D 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 JOIST (END-NAILED) 3-16D PER JOIST 21 3AND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT 22 STRUCTURAL PANELS 8D (SEE TABLE 3.8) 23 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPOBT 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" 6D 3" EDGE/6" FIELD 25/32" 8D 3" EDGE/6" FIELD 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 28 HARDBOARD 8D SEE TABLE 3,9} 29 PARTICLEBOARD PANELS CD (SEE TABLE 3.9) 30 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT 31 STRUCTURAL PANELS 1" OR LESS 8D 6" EDGE/ 12" FIELD GREATER THAN 1" 1 OD 6'~ EDGE/6" FIELD 32 DIAGONAL BOARD SHEATHING 1" X 6" OR 1" X 8" 2-8D PER SUPPORT 11~ X 10" OR WIDER 3-8D PER SUPPORT NAILING REQUIREMENTS ARE BASED Of N WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTUBE MEMERS SHALL BE DOUBLED, OR ALTERNATE CONNECTOF~S, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH, WHEN WALL SHEATHING IS CONTINUOUIS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDLLICED TO 1-1 CD NAiL PER FOOT, FLOORS AND FOUNDATIONS UNCONDITIONED DEPTH R ~ FACTOR F - FACTOR X PERIMITER = UA DESCRIPTION BASEMENT WALL 2' I R= 10 0 56 184 5 LIN,PT, 103,3 UNHEATED SEA8 4" R= 4.5 N/A 1878 SQ,FT N/A TOTAL PROPOSED UA 103 3 DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION ( AF&PA) WOOD FRAME CONSTRUCTION WIND SPEED 120 M/HR DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) MAIN WINDFOROE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WI N D LOAD ROOF HOBIZONTAL LOADS VERTICAL ,LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG HALl ROOF WALL ROOF WINDWARD -EEWARE WINDWARD LEEWARE END NTERIOF ROOF ~OOF ROOF 9OOF ZONE -~ONE TRANSVERSE 30°<ANGLE < 45' 25 7 17 6 20.4 14.0 9,9 -15 6 120 -- 86 -19.4 11 6 -13,0 23,7 ALL ANGLES 22,8 -11,9 15 I -7 0 -27,4 -15.6 -19 I -12 I -41 I -32 7 R-3 SINGLE FAMILY RESIDENCE OCCUPANCY & HT. CLASSIFICATIONS BIN REQUIRED PROPOSED 1 ST FLOOR KITCHEN 50 SQ.FT, 943 SQ.FT, N/R 7'6" N/R GREAT ROOM 70 SC.ET, 496 SQ.FT, N/R 7'6" N/R 9'-0" SUNROOM 70 SC.FT. 312 SQ PT. N/R 7'6" N/R 9'-0" DINING ROOM 70 SC,PT 250 SC.FT. N/R 7'6" N/R 9'-0" FOYER N/R 128 S Q, PT. N/R 7'6" N/R 9' 0" 1/2 BATH N/R 31 SC,PT, N/R 7'6" N/R 9'-0" LAUNDRY N/R 17 SC.ET. N/R 7'6" N/R 9'-0" PANTRY N/R 12 SQ FT. N/R 7'6" N/R 9-0" HALL CLOSET N/R 6 SC, PT N/R 7'6" N/R 9'-0" HALLWAY N/R 39 SQ,FT, N/R 7,6,, N/R 9,_0~, 2ND FLOOR M, BEDROOM 70 SQ FT, 300 SC,PT. N/R 7'6" N/R 8'-0" BEDROOM I 70 SC,FT. 182 SC.FT. N/R 7'6" N/R 8'-0" BEDROOM 2 70 SQ,FT, 196 SC,PT, N/R 7'6" N/B 8'-0" M, BATHROOM 80 SC.FT. 190 SC, PT N/R 7'6" N/R 8'-0" BATHROOM 50SQ,FT, 125 SQ FT. N/R 7,6,, N/R 8L0,, "FOYER" N/R 125 SQ FT. N/R 7'6" N/R M CLOSET N/R 184 SQ,FT, N/R 7,6,, N/R 8L0. CLOSET I N/R 16 SQ FT. N/R 7'6" N/R 8'-0" CLOSET 2 N/R 14 SG FT. N/R 7,6,, N/B 8L0,, HALL CLOS. N/R 14 SQ. FT. N/R 7,6,, N/R STORAGE N/R 257 SQ.FT, N/R 7'6" N/R HALLWAY N/R 87 SC, FT N/R 7'6" N/R 8'-0" LINEN CLOS, N/R 8 SC, PT, N/R 7'6" N/R 8'-0" INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 NET GLAZED 1 ST FLOOR KITCHEN 343 SC,ET, 93 SQ,FT 27% 58 SC,PT, 17% GREAT ROOfV 496 SQ FT, 57 SC.ET 11,5% 23 SQ,FT, 5% SUNROOM 312 SQ PT, 181 SQ,FT, 58% 63 SQ,FT, 22% DINING ROOM 250 SC.PC, 280 SC,PT, 112% 290 SC,FT. 92% FOYER 128 SQ,FT, 47 SQ,FT, I 37% 21 SQ ET, 165% 2ND FLOOR M, BEDROOM 300 SQ.FT, 45 SC,FT. 15% 23 SQ PT 8% BEDROOM I 182 SQ PT, 30 SC.FT. 16,5% 15 SQ,FT, 8% BEDROOM 2 196 SQ,FT 45 SQ FT, 23% 23 SQ,F~, 12% M, BATHROOM 190SC, ET, 30SC FT, 16% 15SOFT 8% BATHROOM 125 SC, ET, 10 SQ. FT, 8% 5 SQ,FT, 4% M, CLOSET 184 SC,PT, 20 SQ,FT 11% ~0 SQ FT, 5.5% STORAGE 257 SQ,FT, 40 SC,FT. 16% 20 SQ.FT 8% "FOYEB" 125 SC, PT, 34 SQ. FT, 27,2% 34 SQ FT, 27,2% TOTAL 3,088 SQ PT, 912 SC,PT, 29,5% 540 SQ,FT 17,5% THESE DRAWINGS AS INSTRUMENTB OF S~RVfOB, ARE THE SOLE PROPERTY OF THE ARCHITECT, DWG. NAME' ENERGY CALCULATION: A.6 10d NAILS OR -- 16d SINKERS 3" O C VERTICAL 4"00. STRONG-WALL SHEARWALL PICAL AT ~'ACFH CORNER) PRE-ATI-ACH ED PHD6 WITH 12 SDS 1/4 X 3 SILL PLATE TO FOUNDATION -- USING USP BEARING PLATE FASTENERS (HBPS/LBPS) TRUSS BRACING PANEL LEGEND (REFER TO TABLE 1609.1.4) PANEL SIZE ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELSWlTH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF SHALL BE PERMI'~-ED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH A~EACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609,1,4 ADD 1609,6,5 AND TABLE 1609,1 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 2'-0" SPAN % 4'-0" SPAN % 6'-0" SPAN <: 6'-0' I 1/2" ¢'~6 WOOD SCREWS 16 16 12 9 I 1/2" ,~8 WOOD SCREWS 16 16 16 12 NOTE: REFER TO A,1 & A 2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. 1/2" #8 WOOD SCREWS 6'-0" < PANEL 6'-0" < PANEL 6~-0'' < PANEL 2'-0" < PANEL SPAN < 8'-0" SPAN <: 8'-0" SPAN <: 8'-0" SPAN < EL0'' TRUSS/RAFTER TOP PLATE (RPS4) TO STUD (CS16) STUD TO BAND JOIST (CS16) )ER ANCHORAGE (LSTA18) (BP) METAL FASTENER SCHEDULE //'~11~"/ (EXAMPLE) RIDGE BEAM KANT*SAG LSTI22 OR DIMTI%~IOE~ 1LoSdTxA2111S/T2RF~APsT,FNER TRAP REQUIRED FOR 16 JOIST EPTH OR MEMBERS WITH SLOPE OF 7/12 OR GRF~ATER), CONNECTION OF RIGDE ~ BEAM TO ROOF RAFTER (EXAMPLE) X- BRACING (EXAMPLE) I SCREW THROUGH BRACE AT EACH FLANGE 076"X33 MIL STUD WALL (3) 2"X 10" HEADER CONNECTION OF WALL SHEATHING TO WINDOW HEADER OF WALL TO 2"X 6" STUDS JACK STUBS CONNECTION OF WALL SHEATHING TO WINDOW HEADER (EXAMPLE) SIMPSON HL3§ ANGLE BRACKET DEL MICROLL,~ M (CORNER CONNECTION (EXAMPLE) JOIST TO HEADER JOIST CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH = JOIST WEB DEPTH MINUS 1/2" 8 SCREWS (4 PER LEG (EXAMPLE) STUD (3) 2"X 10" HEADER ROOF TRUSS CONNECTION OF WINDOW TO EXTERIOR WALL. SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER, 2" X 8" BLOCKING (2) 2" X 4" TOP PLATE 2" X 10" RAFTER JACK STUDS CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER (EXAMPLE) RAFTER BRACING UTS12 STRAP WITH (7) 1 Od X I 1/2 FASTENER TO STUD AND RAFTER. LOW END OF JOIST ONLY (EXAMPLE) ST TWO- MEMBER FLOOR -- SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM. SIMPSON LTS12 STRAP WITH (12) 1Od X I 1/2" FASTENER INTO FLOOR JO]ST AND SUPPORT BEAM BIRDSMOUTH CUT SHEATING TO TOP ELATE, CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM. (EXAMPLE) -- WALL STUD WALL STUD DOUBLE TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATING CONNECTION OF TOP WALL PLATE TO WALL STUD, TWO- MEMBER FLOOR SUPPORT BEAM -- CONNECTION OF WALL TO FLOOR FRAMING SIMPSON LSTA18 STRAP WITH (12) 10d FASTENER. COINNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X I 1/2" CONNECTION OF WALL TO FLOOR FRAMING, (EXAMPLE) THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE 8OLE PROPER%'¢ OF THE ARCHITECT. NO REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WFIITTBN AUTHORIZATION SCALE: 1/4" = 1 '0" DWG, NAME: PANEL PLAN A.7 1'+/- 16'-10" 8~ 2ND. FL. C.H. 1'+/- 21' 9~ IST. FL. C.H. 1'+/- NORTH SIDE ELEVATION PROV, CRICKET GENERAL CONTRACTOR SHALL VERIFY THAT THE MEAN RAFTER HT. DOES NOT EXCEED THE MAX. (18') HT. ABOVE MEAN GRAGE PER SOUTHOLD TOWN CODE. 30L10" bb~ v, L.LI Z Z 21' 17'-10" +/- AVG. GRADE EAST SIDE ELEVATION THESE DRAWINGS A,~ INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT A.4 I~_~ L I_l L L__ILI Il III I1__ SOUTH SIDE ELEVATION PROV, CRICKET, MIN.- P~OV.( GENERAL CONTRACTOR SHALL VERIFY THAT THE MEAN RAFTER HT. DOES NOT EXCEED THE MAX. (18') HT. ABOVE MEAN GRACE PER SOUTHOLD TOWN CODE. 1 7'-1 0" WEST SIDE ELEVATION AVG. GRADE THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT NO REVISIONS, CHANGES, AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WR[~EN AUTHORIZATION 0 LLIz 0 ....1/4"= 1 '0" ;~ DWG NAME: SOUTH & WEST SIBE ELEVATIONS