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HomeMy WebLinkAbout33290-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32555 Date: 08/23/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 345 (HOUSE NO.) County Tax Map No. 473889 Section 31 CEMETERY RD (STREET) Block 10 EAST MARION (HAMLET) Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 2, 2007 pursuant to which Building Permit NO. 33290-Z dated AUGUST 2, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to ESTEVES HOLDING CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0015 08/22/07 ELECTRICAL CERTIFICATE NO. 2074974 03/09/06 PLUMBERS CERTIFICATION DATED 06/08/05 WM.METCALF PLUMB.&HEATING Rev. 1/81 2;3) 8~s- Sb/g Form No.6 TOWN OF SOUTHOLD _ BUILDING DEPARTMENT r-'..: (' :, TOWN HALL ' r \ 765-1802 3 \ fl,uG 2. : APPLICATION FOR CERTIFICATE OF OCCUpr' ,. CY ....... .'. "". 1.. i \ l- ~ This application must be filled in by typewriter or ink and submitted to the Building t!.'artrtUoll! wirtrifie 'f~li~~ing: . . -~ A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in systemcontains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in wliting to the applicant. C. F ces L Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations 10 dwelling $25.'00, Swinuning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Conunercial $15.00 New C~""",;",, / Old '" l"~;m;", "";I",,, D." ('~:/ 07 , Location of Property: :f%" ~t(Yte?d ~.'Sj., JlaY/ClII 'House No. Sect / / Hamlet Owner or Owners of Property: ~ bht r-Is r!uj tZ; /,JJ L13 fJ1f5 Suffolk County Tax Map No 1000, Section 3 I Block /0 Lot 07 Subdivision Permit No33J9 D%... . .--.Date of Permit. Health Dept. Approval: _ Filed Map. ----Applicant: Lot: Underwriters Approval: , Request for: Temporary Certificate (check one) Planning Board Approval: Fee Submitted: $ rx...~.7J..' y~ Co~ 3.255.5 Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33290 Z Date AUGUST 2, 2007 Permission is hereby granted to: ESTEVES HOLDING CORP. 80 SUNSET AVENUE SELDEN,NY 11784 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING W/ ATTATCHED 2 CAR GARAGE & COVERED FRONT PORCH. THIS PERMIT REPLACES BP # 31038 EAST MARION\. at premises located at 345 CEMETERY RD County Tax Map No. 473889 Section 031 Block 0010 Lot No. 007 pursuant to application dated AUGUST 2, 2007 and approved by the Building Inspector to expire on FEBRUARY 2, 2009. Fee $ 995.70 ORIGINAL Rev. 5/8/02 - l!I~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I Located at ~ Application Number: I Section: 031 mJ Described as a R'd fa12400-2999 ft occupancy, wherein the premls ~ electrical devices and ~~h~~,Jdescrlbed l5e?IW.':"rocated in/on the premises at: ~ Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, I 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 mJ authority having jurisdiction, and found to be in compliance therewith on the Day of ~ ~ ~~ ~ Name OTY Rate Ratin. Circuit ~ ~ Alarm and Emergency Equipment ~ Sensor ~ Sensor mJ Appliances and Accessories ~ Exhaust Fan ~ Furnace ~ Wiring and Devices mJ Outlet ~ Fixture ~ Outlet ~ Receptacle ~ Switch mJ Receptacle ~ Receptacle ~ Arc Fault Circuit Interrupter ~ Receptacle ~ Service ~ I Phase 3 W Service Rating 200 Amperes ~ 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. ~ I!I~ ~l!I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I I ~ ~ I I I ~ I I I I I I I I I I I I I ~ ~ ~ I I I I I ~ E!lii!fr.! l!I ~il!Ji1! BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 40 BUREAU OF ELECTRICITY FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by KC ANDERSON ELECTRIC P.O. BOX 16 MILLER PLACE, NY 11764-0016, ROBERTS CUSTOM HOMES 345 CEMETARY LN. EAST MARION, NY 11939 345 CEMETARY LN. EAST MARION, NY 11939 2074974 Certificate Number: 2074974 Block: --------.. BUilding€~rmit:31038 BDC: 11 ns Lot: 10 7 I system consisting of 3 0 6 0 Carbon Monoxide Smoke o o F.H.P. Oil 35 0 35 0 61 0 39 0 32 0 2 0 I 0 3 0 9 0 20 amp 30 amp IS amp Fixture Incandescent General Purpose General Purpose General Purpose Appliance Dryer GFCI seal 1iI~~ii!IE!lE!~ = = = = = = = = = = = = I Located at = Application Number: 2074974 I Section: 031 = = = Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ authority having jurisdiction, and found to be in compliance therewith on the 9th Day of ~ ~~ ~ Name OTY Rate Rating Circuit ilml = Service Disconnect: I 200 cb ~ Meters: I = = ~ = = = = = = = = = = = I 1iI~ ~1iI = = = ~ = = = = = = = = = ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ = = = = = = = = = = = = ~ ~1iI 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 KC ANDERSON ELECTRIC P.O. BOX 16 MILLER PLACE, NY 11764-0016, ROBERTS CUSTOM HOMES 345 CEMETARY LN. EAST MARION, NY 11939 345 CEMETARY LN. EAST MARION, NY 11939 Certificate Number: 2074974 Block: Lot: Building Permit:31038 BDC: ns11 10 7 Described as a Re&i(!entiaI2400-2999 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described belOW, located in/on the premises at: seal 2 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. 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 CERTIFICATION Date: G / f /0)' .Ol-/) Building Permit No.(-? I tJ fSZ.) .13,;;,9 () z. Owner: 7(DWJK r!uslo/ll +b~ (Please print) /) Plumber: &J1'/(lCtm IVk-dr-alr rIUf/16/lJ1i ~-f\ 0C\ (please print) J I I certify that the solder used in the water supply system cOl].tains less than 2/10 of 1 % lead. W~/1!!Z1 Sworn to before me this ~ day of 3'JI\-C , 20~ ~Cc~ ANNIE E. ESGRO Notary Public. State of New Yorl< No. 01 ES5078083 aualWied In Suffolk County Commission cW1res Mav 19, 2007 Notary Public, '8vff ~~c~unty 332- 9of:; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] I~ATION [4IN~ [ ] FIRE ~NSPECTION [ ] FIRE RESISTANT PENETRAnON l- DATE 7/ &> 107 I I INSPECTOR ' :.. ~J Je~fr TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ 1 FOUNDATION 1 ST [ 1 FOUNDATION 2ND [ 1 FRAMING I STRAPPING [ 1 FIREPLACE & CHIMNEY [ 1 RRE RESIST~ CONSTRUCTION REMARKS: I 'S~r s. DATE [ 1 ROUGH PLBG. [ l)'lSULATION r.rr FINAL [ 1 FIRE SAFETY INSPECTION [ 1 FIRE RESISTANT PENETRATION INSPECTOR 3/03P-c- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] R9UGH PLBG. [ ] FOUNDATION 2ND [ qfNSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION "". REMARKS: DATE I~m/oo- II\ISPECTOR 3103ct?5 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTI OUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ DATE ( INSPECTOR '7 3/oSf-k TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ Q REMU4s () ). ~1j'~? -r;J c ~~<d-. TZJ (~ , ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ""'. DATE /0}.1 !or I h~~- INSPECTOR }/{J)8'.z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. W(;J~ [] FC)tI'N'DATION 2ND [] INSULATION ~ [ ~RAMING [ .] FINAL --'~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: eJ/Ab ~ cJiJ.u ciC- DATE ~ INSPECTOR ~ 3/032' z... TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ,M FOUNDATION 1 ST [] ROUGH PLBG. ~ FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION \ ~ tJkr ~ DATE 9-;J--~> INSPECTOR *' ~ 3JO?B~ 765.1802 BUILDING DEPT. INSPECTION [~NDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE a/eu.;f'3>~ ,lC7ODNSPECTOR ~; erg ~ .. FIELD INSPECTION REPORT FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PERN. Y. STATE ENERGY CODE FINAL / 1/12/\~ - I ------------------- --- --. ----------- DATE I _ COMMENTS . )8/s1 h, -' L ~- .r-y~ L? ~-; ~L._ ~;,__ A_ ~4!. tt;;: I I~. ~V .4? -J6- . rJ A ~ --~ ,;:;:;t~ ~ ~ _' ~ . V "'-~. _ .d 4"€~ .1.. ?-~ -0 ::l __ -7=- ~ /7 A_#, ,_ g _ -- 0 'It ..A ..) I v...L :J I' _ ~ .J . ~ I' - A.....y ..1---- ... . 7 ~ Ak-- -.JI::. 1-=$ --.fr- -P ~ -:z. ~ {/ f/ V ' ~_rLJ# U -- /V Q/. JAI....... r~.J/.~ /~ (~ ~. <7.V.-L '7'7 ~/ r -// /0 In. '1('C!J /-l..a f/h< t ru/.L d w.t ~ /'.~. . (i.) , ~s11M1 ~.:. JA.r/ fJ) PkVJ~ eo>-J r , .A ~ 1) L. /r~... G-c---.rJ~" 4-l :.-.-~ -- .<HI----h, I, (rv:J-. .- L. J. -Y...,.~/ ...., . Jr:. 1."L/1C 'J Jlh /, OL-//. /// ,<,~ 7h".. 7- " .....(1"/ I t/ 'I.::V-..::.L J// / l~~F..C(i~J'l~ (Iff i?J (^." , . t/~-y:.; -,.--- --- 'l-;.j.;.;? ,,~. .:.. "'. z o - "" . ~ V\~ ~ r~ 3 .~ ~ .L.= > s: --- &:5 -. ------ J IIf7, . /'. r '/ ( -- \~ 7CJ '-cp ~t ! ~r : ;u ~ j . if . ~ f ,~ .., , . ~ ..., o -z ---.- - 7b ---~---~- ~ = o ~ d[:: \.JI....., \ = (j 1:1 d ~ - .., (/\:-l TOWN OF SOUTHOLD BUILDING DEP ARTM"ENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/SouthoId/ PERMIT NO. 3/uffi5:- BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees . Examined Approved Disapproved alc ~ ,200')' ,20 17 \- EXPiration---;t;..~Di~ ,20 ()f, \' ~---- \\ \) \\ \r-l:;" 'R \ ~~Yf;; 1\:", \ ,\' \ \,U '1' ) \ 1.\ 0"-1' ", ",,') __-' , \)l.. .....\......\-\~-_,.- . ~~rJf~~--... \O'--~\~ , .....-~. /J (CiL, Contact: Mail to: \1 j"w'T Gt-h to tmcO\ 31^(;~ 1(7~ Phone: d 3S;;; d ( Building Inspector APPLICATION FOR BUILDING PERMIT Date y /1 I ,20o,:i INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of South old, 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. C ~~- )~ (Signature of applicant or name, if a corporation) Q S~ek' (Mailing address of applicant (f7~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,,' ~ Name of owner of premises ~u~-~ r M'A40m t.bmes (As ,)n 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. Lo ti n ofland ~r posed work w' 1 be done: House Number Street Hamlet County Tax Map No.1 000 Section Subdivision Sf Block /0 _ Filed Map No. usr- X"' "-0 ", - .'1 ,.. j 11" ," " ~--..,'" ' '<' :tot:' ' \;,,,,,,!;,:' , (Name) ....,. --- . \ 2. State existing use a:. .: occupancy of premises and intende,-\ use and occupancy of proposed construction: a. Existing use ~,nd occupancy V~ ~ b. Intendedus,'~ndoCCUpancYs.~t ~~ C.sfu~ dWd~ 3. Nature of work (chvc:, which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work . Ij/.. (Description) 4. Estimated Cost_ :.J1D I 61>-0 . Fee 5. If dwelling, number ,)f dwelling units I If garage, numbe"f cars ,;L (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness, co~ ::ial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of Wi.!l~~es, if any: Front S tf / Rear..5 <j / Depth 19 g/ Height Number of Stories d.- Dimensions of sa., i8 structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front t) 0 { Height Number of Stories I Rear ci----" Si'1 Depth . '-39. ;? ( 14. Names of Owner 01. ",emises Name of Architect ~....'-\ ~~ (.yo, Name ofContracto,l2.,,\l)a.A'., .>~ ~4 Address Phone No. AddressS:>~'~ -bu, ~\l.vkhone No Qp~ 3'"3. 5 ( Address501::>.:.v, Ct 'W.o/<.. Phone No. '1 act '3S~ <) 15 a. Is this propertyw;,dn 100 feetofa tidal wetland or a freshwater wetland? *YES_NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property w Un 300 feet of a tidal wetland? * YES_ NO ~ * IF YES, D.E.C. PEl,2,lITS MAY BE REQUIRED. 16. Provide survey, to s. "Ie, with accurate foundation plan and distances to property lines. 17. If elevation at any 1 . int on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK: ~:3: COUNTY OF ) \J l t.-k, l~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual. . gning contract) above named, - (S)He is the ~ JC':;> \ (Contractor, gent, Corporate Officer, t:" \ of said owner or owners, ,. nd is duly authorized to perform or have performed the said work and to make and file this application; that all statements contaiLC.1 in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner forth in the application filed therewith. Swo1'l\ to before me thiA. l~~'r\ \ 2005 \~.~~- N\t:'~J.l:ROsm Notary Public, State Of New "'It No. 01DO~095328, Suffol~ ~un\y Term Expires July 7, 20 ~ ~ ~cl ~ ~'- Signature of Applicant TITLE NO: 60841 District: Section: Block: Lot: 1000 031.00 10.00 007.000 Town of Southold Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership by David M. Long and his/her predecessors in title since prior to 1 /l /83 except as follows: (see attached chains of title) The liability of the Company is limited to the $25,000.00 of Insurance to the Town of Southold. Dated: April 1 , 2005 FIDELITY NATIONAL TITLE INSURANCE COMPANY J IUr Ii /J fA Q.. .b~ SANDRAj. GOLESKI Sworn to before me this 1 st day of April, 2005 Viw/ tUl?fWe tlt'L Notary Public MARGARET VOLLMOELLER Notary Public, State of New York No. 01 V05032469 Qualai~jn Suffpj~ County elM Co? CommissIOn EXpire$~t 2$, _ . TITLE NO. 60841 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) SandraJ. Goleski, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-031.00-10.00-007.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1/1/83. SUBJECT PREMISES: 1000-031.00-10.00-007.000 ** No deed found into William T. Long, KatherineJennings Long a/k/a Katherine L. Schafer. KatherineJennings Long Schafer died 2/25/67 a resident of Suffolk County leaving Robert J. Long, her son. Robert J. Long died a resident of Suffolk County on 811 5/94. Winifred G. Long, as Executrix of the Last Will and Testament of Robert J. Long, deceased To Winifred G. Long Liber: 11756 cp 835 Dated: 12113/95 Rec'd: 1/4/96 Winifred G. Long To David M. Long Liber: 11757 cp 854 Dated: 12116/95 Rec'd: 1 III /96 Conveys Y2 interest FIDELITY NATIONAL TITLE INSURANCE COMPANY xfaAL II/! A 'to l:v..JiMI~ SANDRAJ, OLESKI Sworn to before me this 1st day of April, 2005 VYU/ mn{(}elLl'\. Notary Public MARGARET VOLLMOELLER Notary Public, State of New York No. .01 V05032469 Qu~lified in SuffpJt< County q?, Me Commission E!xpireslWuuel29.' {I./' 2 Winifred G. Long To David M. Long LAST DEED OF RECORD Liber: 11776 cp 165 Dated: 5/14/96 Rec'd: 5/31/96 PREMISES NORTH: 1000-031.00-10.00-006.000 Decatur S. Williams Helen j. Williams, his wife To John Williams a/k/aJohn B. Williams Barbara H. Williams, as joint tenants LAST DEED OF RECORD Liber: 8382 cp 137 Dated: 1/19/78 Rec'd: 1/30/78 PREMISES EAST: 1000-031.00-11 .00-004.000 Della C. Dickerson To East Marion Cemetery Association Liber: 1080 cp 443 Dated: 7/2/23 Rec'd: 9/21/23 Part of premises Henry H. C. Tuthill To East Marion Cemetery Association Liber: 1080 cp 446 Dated: 9/14/23 Rec'd: 9/21/23 Part of premises Florence E. Tuthill Emeline L. Tuthill, heirs at law And next of kin of Henry C. Tuthill To East Marion Cemetery Association LAST DEED OF RECORD Liber: 1127 cp 359 Dated: 4/2/25 Rec'd: 4/21/25 FIDELITY NATIONAL TITLE INSURANCE COMPANY xfu ti1 A 90 ~L<ljU-,- SANDRAj. OLESKI Sworn to before me this 1 st day of April, 2005 Vh1/tW1l-t()-e. &'--. Notary Public MARGARET VOLLMOELLER Nolary!"ublk;, State of New York No. 01 V0503246$ <;lualifieil in. Suflolk COunty -1 Comnvsslon Expires AugUSI29, ~ & 3 PREMISES SOUTH: 1000-031.00-10.00-008.000 John W. Vail Minnie A. Vail, his wife To John S. Vail Liber: 6300 cp 107 Dated: 2/2/68 Rec'd: 2/6/68 John S. Vail died a resident of Suffolk County. Ida A. Vail a/k/a Ida Vail, as Executrix Of the Last Will and Testament of John Vail a/k/a John S. Vail, deceased To Ida A. Vail a/k/a Ida Vail Liber: 11235 cp 25 Dated: 3/1 /91 Rec'd: 3/20/91 Ida A. Vail a/k/a Ida Vail To Kathleen A. Richter (life estate of Ida A. Vail) LAST DEED OF RECORD Liber: 12088 cp 61 5 Dated: 10/18/99 Rec'd: 12/5/00 PREMISES WEST AND PART OF NORTH: 1000-031.00-10.00-016.000 Katherine J. Elderidge, individually As legatee under the Last Will and Testament of Annie T. Rachett, deceased And as Executors of said Last Will and Testament To Katherine J. Elderidge LAST DEED OF RECORD Liber: 8397 cp 38 Dated: 2/22/78 Rec'd: 3/6/78 FIDELITY NATIONAL TITLE INSURANCE COMPANY Y/tf/}~ fie /L ~ AAJ Jl.tlJrJ. SANDRA J. f. OLESKI Sworn to before me this 1 st day of April, 2005 I./JIJ/I/ tU lAMA{ I L4 Notary Public MARGARET VOLLMOEI,.LER Notary Public, SlaliEl 01 New York No. 01VOS032469 QualililKl in Suffolk County a/tt' ft7 Commission ExpiriEls August 29. - 4 . Pennit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES check SoJtware Version 3.6 Release la Data filename: C:lDocuments and Settings\robert higgins\My DocumentslCOPY D I 104lbuilderslcriscito\1 700sf Cape\ENERGY.rck PROJECT TITLE: PROPOSED CAPE COUNTY: SulIDlk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATTO: 0.14 PROJECT DESCRIPTION: CEMETERY LANE, EAST MARION, NY DATE: 03/21/05 DATE OF PLANS: 3-21-05 DESIGNER/CONTRACTOR: ROBERTS CUSTOM HOMES COMPLIANCE: Passes Maximum UA = 383 Your Home UA ~ 365 4.7% Better Than Code (UA) . Gro.. Area or Perimeter Cavity Cont. R-VaJue R-Vallle Glazing or Door II-Factor llA 0.340 0.400 0.340 60 3 144 85 15 14 44 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall I: Wood Frame, 16" o.c. Window I: Wood Frame:Double Pane with Low-E Door I: Solid Door 2: Glass Floor I: All-Wood IoistlTruss:Over Unconditioned Space 1700 60 2088 250 38 40 1325 30.0 19.0 13.0 0.0 0.0 0.0 30.0 0.0 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this pennit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Proressional has stamped and signed this page, they are attesting that to the best or his/her knowledge, beliei; and professional judgment, such plans or specifications are in compliance with this Code. . BUilder/Designer~J:o.,~ , t--t\ ~~:7 Date ?' u. D7 REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.6 Release la DATE: 03/21/05 PROJECT TITLE: PROPOSED CAPE Bldg. Dept. Use Ceilings: I. Ceiling I: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: Above-Grade Walls: I. Wall I: Wood Frame, 16" O.C., R-13.0 cavity insulation Comments: Windows: I. Window 1: Wood Fnune:Double Pane with Low-E. V-factor: 0.340 For windows without labeled V-ktors, describe katures: # Panes__ Frame Type_ Thermal Break? [ ] Yes [ ] No Comments: Doors: I. Door 1: Solid. U-Mor: 0.400 Comments: 2. Door 2: Glass, U-Betoe: 0.340 Comments: Floors: 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be I) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a OS' clearance rom combustible materials. Tfnon-TC rated, the fixture must be installed with a 3" clearance fom insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented fi-amed ceilings, walls, and HOOfS. Materials Identification: Materials and equipment must be installed in accordance with the manui1ctmer's installation instructions. Materials and equipment must be identified so that compliance can be determined. . Manuflcturer manuals Dr all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-13ctors 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 ducts in unconditioned spaces (except basements) must be insulated 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 Consln1ction: All joints, seams, and connections must be securely mtened with wdds, gaskets, mastics (adhesives), mastic-plus-embedded-1iIDric, or tapes. Tapes and mastics must be rated UL 181 A or UL 18lB. Exception: Continuously welded and locking-type longitudinal joints and sealDS on ducts operating at less than 2 in. w.g. (500 Pa). The HV AC system mnst provide a means Dr balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperaMe set point of the largest zone. Electric Systems: Separate electric meters are required Dr each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of comb us lion air, as required by the Fireplace construction provisions ofthe Building Code oj New York State, the Residential Code oJNew York State or the New York Cil)' Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risels must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system. ] I 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 I. Swimming Pools: All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is rom non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Tn.ulation: HV AC piping conveying Huids above 105 "F or chilled Huids below 55 "F must be insulated to the levels in Table 2. . Heated Waler Table 1: Minimum Insulation ThicIcnessfor Circulating Hot Water Pipes. Insulation Thidmel'.s in Inche-o. bv Pine Size." Non-Circulatinl! Runouts Circulatih!! Mains and Runouts On to I'l no to I 25" I 5" to 2.0" Over 2n 0.5 1.0 1.5 2.0 0.5 0.5 1.0 1.5 0.5 0.5 0.5 1.0 Temnerature ( fl 170-180 140-160 100-130 Table 1: Minimum Insulation Thicknessfor HVAC Pipes. Fluid Temp. Insulation Thickness in Incnes hy Pine Sizes Pinimz Svstem Tynes Ranl!e (F) 2" Rnnouts 1" and I e.ss 1.25" to 2" 2.5" to 4" Heating Systems Low PressureIT emperature Low Temperature S team Condensate (JDf reed water) Cooling Systems Chilled Waler, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 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. 31038 Z Date APRIL 5, 2005 permission is hereby granted to: ROBERTS CUSTOM HOMES P 0 372 WADING RIVER,NY 11792 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 345 CEMETERY RD EAST MARION County Tax Map No. 473889 Section 031 Block 0010 Lot No. 007 pursuant to application dated APRIL 1, 2005 and approved by the Building Inspector to expire on OCTOBER 5, 2006. Fee $ 995.70 1 .f-I / J ~A"'" (6;~L,'. , Authorized Signature ORIGINAL Rev, 5/8/02 Date: 04/01/05 Transaction(s): 1 1 Town Of Southold P.OBox1179 Southold, NY 11971 * * * RECEIPT * * * Receipt#: Reference 3450 Check#: 1387 Septic Permit - Construct - Resid. Total Paid: Name: Roberts, Custom Homes P.o. Box 372 Wading River, NY 11792 Clerk ID: BONNIED 1387 Subtotal $10.00 $10.00 InternallD: 3450 c N SUR VEY OF PROPERTY 'AT EAST MARION TOWN OF SO UTHOLD SUFFOLK CO UNT�; NV Y. 1000-31-10-07 i SCALE. 1'=30' DECEMBER 14, 2004 MAa 3a 62 PRP \A. \14G) 2 ti� S�gE � a Io I � = o { r� O p•�3 GO y TEST HOLE DATA0016 121J%4 3p 6 ? S 0,3o A I° DARK BROWN SANDY LOAM OLFOh 22O DO BROWN SILTY SAND SM C� z -- J' �• �/� 2ND• � /D ��`/� �r�'/\ � '� " �_7. C< �A N r � m v DALE BROWN FINE TO MEDIUM SAND SW t I-el r 17' I am familiar with the STANDARDS FOR APPROVAL Oo G•1'� P• AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES o' Q �.�-�� and will abide by the conditions set forth therein and on the 30? ` permit to construct. E�' r11G OF NE W Y The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. - �c o P sic ANY ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLA TION � OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS I HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 618 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR - G WHOSE SIGNATURE APPEARS HEREON CONICS VEYORS, `p 5 (631) 765-5020 FAX (631) 765-1797 Elevations referenced to an assumed datum. �15p k P.O. BOX 909 AREA=20,000 SQ. FT. ■=MONUMENT ' 1230 TRAVELER STREET •=PIPE roti SOUTHOLD, N. Y. 11971 04-31� N SUFFOLK COCl'J'iY ;: y,' :;nC::T O}, HEALTH SERVICES P~,1~~l\~~T7' F(.'1~: :~I';.~;' . po ". :_-:,F CO.N;:;'r~1.UCTI0N FOR A ,~F>;.'~L':: >!' ,:~.'~::ID:'2NCE f)~~ y DATiJ,J./-" J~/_DS..,.._ if1::,,'= .:EF NO'::?JJ.h l?S' ,Oc> /1<) A"P"OV": ~f/' fA /J , ... 1'," _'" ~',_",' "._~,__. ,'_ ~.;j... _~___ Ci'. VAXIMUM OF, <~~OOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL TEST HOLE OA TA 12/JO/04 DARK _ SANDy LOAM 01. " MOWN 51L TY SAND SIll f "ALE _ F7NC In lICDfUII SAND SW o ,,. MmVEY OF PROPERTY ..r BAST MARION TOrN OF S()UTHOLD SUFFOLK COUNTY, N. y: 1000-81-10-07 SCALE: 1-=30' DECD/SER 14, 2004 ;~ .~ (0 , \ ~s ~~ "iJiI ,~\~G) e~;\~'" "fO~ ~ ~~ " \ .-:i \ '\~ ~ I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCnON OF SUBSURFACe seWAGe OfSPOSAL SYSTE:MS FOR SINGLe FAMIL Y RESIDENCeS and will abick1 by the conditions set forth therein and an the permit to construct. The location of wells ond cesspools shown hereon are from field observations and or from data o&tained from others. ANY AL 7'f:RA T10N OR AOOmON TO THIS SURVEY IS A VIOLA nON OF SECTION 7209 OF THE NeW YORK STATE: rouCATION LAW. eXCEPT AS PeR SECTION 7209-SU8OiVlSlON 2. ALL CE:RTlnCA TlONS HeReON ARE VALlO rOR THIS MAP ANO COPIF:S THE:ReOF ONL Y 'F SAIO MAP OR COPIES SEAR THE IMPReSSED SCAL ~ THE SUR~l'OR tllfOSE SIGNA 7URC APPEARS ~ON. Elevations rtlferenC1ld to on assumed datum. AREA-ZO,OOO SQ. FT. .-MONUMENT ..PIPE ,-'-" ~~ .\tlG) ,\Y', c.'1' ~;~. 1'-, (/') ~ .. ,'1 '~q CJ{' , 1'- .. --j ,",.. ri'~ ~. ~ ~p..~'/.G) "fO~ l..O / ~ o 04-318 N tjf2/j ~~) tl"- :L ~ o "-j '6 SURVEY OF PROPERTY A T BAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N. y: 1000-31-10-07 SCALE: 1"=30' D.::CEMBER 14, 2004 ""~Il, :'0, Zo05 (prof hs.,) J./y. 6, 2005 (cerlillcalionsJ,' SEPT. 8, 2005 (foundation) \ <" (-" \" ,- " \ 'I' ~" \... \ 1. L()CS . 0 \ \ (0 \ ~s ~\..0~ jOy.~ " pSl-~ y.:.y~GJ ~"'~~ \'V~ ~lolY r;t~{. 1J~~~~ CERTIFIED TO' ESTEVES HOLDING CORP. ADVOCA TES ABSTRACT, INC. COMMONWEAL TH LAND TITLE INSURANCE COMPANY TEST HOLE DA TA 72/30/04 DARK BROWN SANOY LOAM OL. " 8ROWN Slnr SAND SM J' PAIL 8ROWN ANE TO MEDIUM SAND SW o 17' I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on permit to construct. the The location of wells and cesspools shown hereon are from field observations and or from data obtained from others, ANY AL TERA nON OR AoomON TO THIS SURVEY IS A VIOLA nON OF SEcnON 7209 OF THE NEW YORK STA TE EDUCA TION LA W. EXCEPT AS PER SEcnON 7209-SUBOIVlSION 2. ALL CERTIFlCA nONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON. Devotions referenced to an assumed datum, AREA=20,OOO SQ. FT. .=MONUMENT . =PIPE '0 \ (;\ ~~ -0 ~ ~ ~ "Y~ -.e, ~v. G-- ~~ ~\cy. ",. i'I"'\5-~~GJ I~ v..'" \Q# ~IO o "GJ .,,\.0 c.~' lO'!lY It .,,\.\.S 0<' 'l" ,6 ~cc o N SCDHS Ref. # R/O-05-00/5 CeRTIFIED TO' GALE CUNNINGHAM JPMORGAN CHASE BANK, N.A.ISAOA FIDeLITY NA nONAL TITLE'lNSURANCe COMPANY OF NEW YORK TEST HOLE DA TA 12/30/04 OAR/( BROWN SANOY LOAM 0/. " S/lOWN 51L Tl' SAND SM J' PALE BROWN nNE 10 MtDIUM SAND SW o '7' I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTiON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and an permit to construct, the The location of wells and cesspools shawn hereon are from field observations and or from data obtained from others, ANY AL TE:RA T10N OR ADDITION TO THIS SURVEY IS A VIOLA T10N OF SECTION 7209 OF THE NEW YORK STA TE: CDUCA T10N LA W. EXCEPT AS PER SECTION 7209-SUBDIVlSION 2. ALL CeRTlFlCA T10NS HeREON ARE VALID FOR THIS MAP AND COPIES THERCOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSCD SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HERWN. Devotions referenced to an assumed datum. AREA=20,OOO SQ. FT. .=MONUMENT e=PIPE SURVEY OF PROPERTY A T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N. 1': 1000-31-10-07 SCALE: 1"-30' DECEMBER 14, 2004 MAf/.. ~O, ZooS (prDf hJe) July, 6, 2005 (eerllfleal/onsJ. SeP T. 8, 2005 "oundalionJ APRIL 24, 2006 (FINALI AUG. 13, 2007' (CERTlFICA TlONJ o Sl'~ \1~~~ ~s ~\..0~ !i''t\ 8- p.~ ~~'t\G) ~~~~~ lQ~ 't\/O~ I ' ,/-,/-0.00/ p ~v- G / '&)' '0 \ "'1'., G'l ~~ -(\ ~ ~ ~ ..".~ ~ ~~ ./..'2> ~\- \ (<\ ~ ;..>. r=~ o_~ ~... ~~ .c.. ~o!. ~~ ... '. C'l ~ "... .;I..~ ~ ;;,;7~ '\ 1t-~ ~\C~ 't\ ",. ~\..~~ V't\G) I~ y.."'lQ~\.l 't\/O .~ "SOO SfJO" (0 ~G) .,,\.\.I C?' 'Q'!Iv ~ '.,,\.\.S 0'" '!IV \6 ~ N SCDHS Ref. # RIO-OS-OOIS :......, '-'-'!..J\ "" ;''lr" ""(). r~! i~, j ~ '..,. ~) ~, , IV'.j .... .:..,. 'i .~'r:".;::r L. { .'1 L/ "'--.___'__v._...._ r~L( --I . .--:~~~t'l i - C( l --:-; j SURVEY OF PROPERTY A T EAST MARION TOJ'rN or SOUTHOLD SUFPOLK COUNTY, N. y: 1000-31-10-07 SCALE: 1-=30' DECEMBm 14, 2004 MAIl. .30, Zo05 (pr"f hje) July. 6, 2005 (cerl/fleal/oM), SEPT. 8, 2005 ((oundalion) APRIL 24, 2006 (FINALJ A OG. 13, 2007 ICER T1FiCA nON) (0 . ') "-, !.' ,:~ ; 'j i I . i I i ! I , . -.-.---.--------__.1 \\~~s ~\..\..o fJ'(.'t\ .. ~p.. '(.~'t\G) ~p..~~~ \Q~ 't\/O~ . . O.oy 'J,?; . p ~1f!- ..j1P \1~~ ~ . '(1<0 ~s CERTIFIED TO' GALE CUNNINGHAM JPMORGAN CHASE BANK, N.A.ISAOA FIDELiTY NA TlONAL TITLE INSURANCE COMPANY OF NEW YORK '~a' TEST HOLE DA TA 12/30/04 aARk BRaWN SAIIDY LDAM OL " BROWN Sit TY SAND SM ~' PALE BROWN nNC ro MEDIUM SAND SW o '7' I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMlL Y RESIDENCES and will abide by the conditions set forth therein and on permit to construct. the The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERA nON OR ADDmON TO THIS SURVEY IS A VIOLA nON OF SEcnON 7209 OF THE NEW YORK STA TE EDUCA TION LA W. EXCEPT AS PER SEcnON 7209-SUBDIVISION 2. ALL CERnFlCA nONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON. Elevations referenced to an assumed datum. AREA=20,OOO SQ. FT. . "'MONUMENT . ",PIPE ~~~ G \~ '\0. \ o'~ . ~O~ &0.... ~ \.. \"0. \ r ~ ~------------ (<'\ ~ ;,;J\ r-~ o_~ ~-' ~ '0_ % ~~ \ \. ~:'>\ J.. '~ligYfFJ1)) ~<(.. ~\C'(. "', A\..~~'t\\'t\G) 't-~\\ ',,c\..\.l /~ \0'1'1\' 't\/O o llG) ,.:\.0 G'~' IOV<v &t ',.:\.\.S 0'" v<v \6 ~ AUG 1 5 2007 Suffolk Co De t f " Off . p. 0 Heal1l1 Services Ice of Wastewater Mgtm . 49618 G,E N _ AL CONSTRUCTION NOTES 12. Basements with habitable space and every sleeping room shall have 22. galzed openings in Wood-Borne debris regions (areas within- ENERGY NOTES ------ -------- -------- -- at least one openable emergency escape as follows: hurricane prone regions within 1 mile of the coastal high water 1 . All construction shall conform to the Residential Code of New York State- Sill height of not more than 44 inches above the floor. line were the basic wind speed is 110 miles per hour or greater 1. The Architect certifies that the best of his knowledge, belief and professional judgee ment, the drawings are in compliance O effective January 2003, and all Local Building and Zoning Codes and the A. Minimum net clear opening of 5.7 sgaure feet. or 120 miles per hour, shall meet the requirements of the large ENDWALL J� New York State Energy Conservation Construction Code. ALL CODES Except grade floor openings shall have a minimum net clear Missle test oa ASTM E 1996 and the ASTM E 1886 with the RES-CHECK report for the New York State Energy Shall supercede the drawings and shall be incorporated into the opening of 5 square feet. referenced therein. Conservation Construction Code effective July 3, 2002. ENDWALL drawings WHETHER they are indicated on the Plans or NOT. B. Minimum net clear opening height shall be 24 inches. C. Minimum net clear opening width shall be 20". A. EXCEPTION: 2. All HVAC systems shall meet the NYS Energy Code. It shall Floor and Ceiling JOISTS O be the responsibility of the General contractor to submit 2. The reference Standard that was utilized in the Design of the D. emergancy escape and r.scue openings shall be operational Wood Structural panels with a minimum of thickness of 7/16 inch BLOCKING - in detail the design, calculations, drawings of the mechanical, " ,►, ,,n the structure is the AMERICAN FOREST & PAPER ASSOCIATION from the inside of the room without use of keys or tools. and a maximum span of 8 feet shall be permitted for openingTYPCIAL air conditioning, g, ventilation. heating systems stamped by a ,, Wood Frame Construction Manual for one and two family dwellings protection. Panels shall be precut to cover the glazed openings AT 48„ i OC �- yi ' t ' professional engineer if required b the Owner or Building Det =' lu 1995 High Wind edition. (800-890-7732) THIS MANUAL shall 13. No back-fill shall be placed against the soundation walls with attachment hardware provided in the table below. p g q Y g p be incorporated into the drawings WHETHER they are indicated until the first floor framing is in place or brace the foundation Label all panels and store in a clean dry area of the house. 3. All lass to be double paned, insual BLOCKING at 48" on center on the plans or NOT. Attachements shall be provided in accordance with the table g p ted with a LOW-E Coating 1 14. Double joists under parallel partitions and under whirlpool tubs. as follows: and shall have a U factor of not greater than .35 O O J p p P SECTION A - A 3. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. 4. All exterior doors, including the basement door shall be insulated END WALL BLOCKING DETAIL__ in --- ----- • 4. The contractor prior to the start of construct'-- shall.verify all 15. Metal flashing shall be installed were concrete abuts wood, Fastener Schedule for vvood_pl�rvvood_pa_nwith a maximum U factor of .4 and have weatherstripping. pp 9• - -- --------- - --- dimensions, existing or new and be responsihle for field fit. amd were decks abut house framing. TABLE-1 609.-l.-4 Exterior fire rated doors shall have the same U factor and N.T.S. weatherstripping and shall be self-closing. 5. All electrical. Mechanical and Plumbing shall cent^rr,i to all State, Local 16. Install joist hangers at all flush structural load bearing conditions. Fastener Panel Span Panel Span Panel Span O and County Codes and shall be inspected and approved by the governing Type Less than or less than or less than or agencies. The General Contractor sahll be re onsible for all installation 17. ALL habitable rooms shall be provided with aggregate lazin area equal to 4 feet equal to 6 feet eqaul to 8' PHD5 HOLDOWN -----+ I ----PHD5 HOLDOWN 9 P Pglazing materials, design and code compliance. of not less 8 percent of the floor area of that room. and the minimum �� r v openable 9 Screw or area to the outdoors shall be 4 percent of the floor area being # wood 16 inches 12 inches 0 Inches 5/8 THREADED ---- -- 5/8" THREADED Scre10d on center on center on center ROD �' 6. The Plumbing system shall be installed in acoordance with Chapters ventilated. Refer :,) Code section R303. NailsU • ROD, IMBED -1" "- TOP PLATES- - SIMPSON LS50 MIN, INTO " 25 - 32 of the residential Code of Newyork. ;, ' ' 0 18. All window and door headers to be 2-2x10 unless noted otherwise. 2-112"#8 Wood 16 inches 16 inches 12 inches CNW COUPLER - - - .. ; FOR JOIST I J�-� :{' CONCRETE 7. The Electrical equipment and wiring shall be installed in accordacne Screws on center on center on center :' ; ,� 2-20GAGE X 1-1/4" METAL NUTS with Chapters 33 - 42 of the Residential Code of New York State. 19. Vent dryers to exterior and bathrooms shall have mechanical ventilation SIMP50N L550 ; ; ; STRAPS ON INSIDE FACE where no window is provided on a separate switch. This table is based on a maximum wind speed (3-second gusIII< t) II r W/5-8D COMMON NAILS 5/8" THREADED - - ' ' cone slab O 8. The mechanical system shall be installed in accordance with Chapters of a 130 miles per hour and a 33 foot mean roof height. g ) I ', IN EACH END ROD, IMBED I" (� ' ' e 12 - 24 of the Residential Code of new York State. 20. Guardrails are required where the difference in GRADE is more than p g 0- UJ MIN, INTO CONCRETE 30 inches and openings in guardrails to be 4 inches maximum apart. I O I I/2" 9. All Footings shall bear on Virgin, undisturbed soil with a minimum Handrails are requrFasteners shall be installed at opposing ends of the wood PLYWOOD SHEATHINGied on stairs with 2 or more risers structural panels. I. APPLIED VERTICALLY AND TYPICAL CORNER PHD5 TTPICAL PHD5 HOLDOWN bearing capacity of 1-TON per square Foot. -PHD5 HOLDOWNS ___-_-- _ ._.__-__ 21 . Smoke Alarms: Shall be provided in each sleeping Room, outside of NAILED WITH SD NAILS SECTION DETAIL N.T.S. p g Where screws are attached to masonry or stucco. they shall PROVIDE ON EACH HOEDOWN SECTION DETAIL 10. Poured in Place concrete shall have an ultimate compressive strength each separate sleeping area in the immediate vicinity of the bedroom SIDE OPENINGS AND 3 ON CENTER STAGGERED _ GARAGE WALLS at 28 days of 3000 psi. Except exposed slabs, garage slabs and steps and on each story of the dwelling, be attached utilizing vibration resistant anchors having s -__ _ y p p p g g p y including basement and cellars. Alarms ALONG ALL EDGES N.T.S. minimum ultimate withdraw capacity of 490 pounds. �I AT GARAGE CORNERS shall be 3500 psi. All work shall be in accordance with Chapter 4 of the shall be interconnected and hardwired to a commercial source. Residential Code of New York State. All Concrete shall conform to WHENEVER an alteration, additon, or conversion is made to an existing DESIGN LOAD INFORMATION_ PHD5 DETAILS REFER TO ;I, �'' `; - -HOEDOWNS BEYOND the latest ACI standards. residence, the smoke detection system of the ENTIRE residence must be _-__-_ - - PD5 PHD5 H brought up to code, hardwired and interconnected. Code section R317.1.1 11. Base design value for visually graded dimensional lumber, IE; Joists, studs A. Ground Snow Load: 45 psf --CONCRETE FOUNDATION i I-3/ HOLDOWNS HOLDOWNS co Rafters and All framing lumber shall be DOUG-Fir #2 or better, E=1.6, 22. Carbon Monoxide Alarms: All CO alarms shall be connected directly to the lighting B. Rooms C. Sleepingher LL sleeping: DL4©p0� DL = 10psf WALL BRACINC_PANEL WALL BRACING PANEL r � '�� k y OLM � I Fb = 875psi, based on table 4A WFCM), repetitive member shall be1006 psi. arcuit with no intervening wall switch. Battery-powered alarms are not allowed. D. Roof: LL = 30psf. DL = 10psf INSIDE VIEW -- - CO alarms are required on each level on which sleeping quarters are located. __ ____ _--_ OUTSIDE _VIEW '-4'� MIN � I'-4" MIN �•- E. Roof with cathedral Ceiling: LL = 301psf, DL = 15 psf Nailing Sc - e_ ule_-for Lateral an-d Shear ROOF SHEATHING ATTACHMENT REQUIREMENTS F. Decks & Exterior Balconies: LL = 60psf, DL = 1Opsf 1141 WALL BRACING PANEL DETAILS REQUIRED BETWEEN (4 Conne • G. Guardrails and Handrails: LL = 200psf - - - - _ TYPICAL HOLD-DOWN PLAN II ction requirements in exposure - B C BASED ON TABLE 3.8 OF THE 1995 WFCM HIGH WIND ADDITION H. Attic without Storage: LL = 1Opsf, DL = 1Opsf GARAGzE DOOR OPENINGS AND AT EACH CORNERS TYPICAL HOLD-DOWN PLAN TT'-PICAL-HOLD--D-OWN-_ ---___ I. Attic with toa - - - T Maximum Nall spacing for 8d Deformed Halls - -------- � - i B,4SED ON ABLE 3.1, 313'4, .3.�, 3.-1 OF THE WFCM 1995 HIGH WING ADDITIONge: LL = 20psf, DL = 1 Opsf OF THE GARAGE. N-E DETAIL GARAGE DETAIL BEI WEEN GARAGE I� - - - - J. Seismic Design catagory: C D_O.OR CORNERS DD_OR_OPENINGS ! NUMBER OF NAIL SPACINl1 � DESCRIPTION � _ I! COMMON NAILS 120 (MPH) K. 3-second design gust wind speed of 120 mph - T.S. N.T.S. I I.- N. ROOFFPFr1Nv -- SI-EA" -O�A-ION Spas rc At panel At Intermediate CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA p � � I (C-EFNO-E A) edaee ed ee - �- `. �:-'_< -- GROUND WIND SIESMIC WEATHERING FROST TERP.IITE WINTER ICE SHIELD FLOOD HAZARD ARD II 'T'E n> -r I rr E NTERIOR ZONE I: O.C. ro 2" HOLDOWN 1 - SNM SPEED DESIGN LINE DESIGN UNDERLAYMENT .F c.-v -- -�-_ - -� -- 16 O.G. 6' "'° LOAD iMr�H1 CATAGORY DEPTH TEP.1P REQUIRED LIN -� - _ ec EAsJ_ - I -__ - _ �. �Ec. - �'ERII�"ETER EDC3E 'ONE I: OL ~ 45 LBS 120 C SEVERE 3'_0" MODERATE i DEGREES YES REFER TO _INS E F _ v E-< - _\E -t_E Nt1_E-. I6- _ I _a- LAND SURVEY I UIUJ CORNER I _ ---- , - --- Fasteners for asphalt shingles shall be galvanized or stainless steel TABLE R301.2(1 ) NEW 'YORK STATE CODE z � . 9 9 U �-� < -E` '_ `:.'-• �"T=� `F:._= \�_Ec'. �:-e- E°=" `IE aluminum or copper roofing nails. minimum 12 gage shank with a TYPICAL CORNER HOLD-DOWN --� 'tt ✓_��K\� -c ��F-E� '_E \a_E✓. EL•S- EN:; minimum 3/8" inch diameter head. the fasteners shall penetrate _ through the roof sheathting and comply with ASTM F 1667 RAFTER STRAP PLAN DETAIL N.T.S. APP OVED A� NOTED ! R�- P_cae- 'C RAF-E< .E\c N.:QED. : �c EAG-. EN- All asphalt shingles shall have self-seal strips or be interlocking, over_rafte.r Simpson Strong-tie MTS 30 and comply with ASTM D 225 or ASTM D 3462 -----UPS RT101 ANCHOR is_Optional PLUMBER CERTIFICATION DATE: B.P.# -cE NA-F-' 4-I6- E/-S-4 ��=-E< - ` Strap DOES NOT have to be wrapped at each Raifter. With over EACH RAFTER to achieve full load. CUT ON LEAD CONTENT BEFORE 1-1/4t" galy. x 20 gage FEE: 7� EY: �A�Tc�s -3E 'A--`-` �� _ =L GE \4-=-' �- =Acs F :�'_� For normal applications, asphalt shingles shall be secured to roof (6) 8d nsils in Rafter LENGTH CERTIFICATE OF OCCJPAN coil strap ILDIN DE AETti" :' r r 8 8d nails; in Plate OR CY ap with (5) 8d nNOTIFY B WALL FRAMING with not less than six fasteners per strip. O 1-3/4" x 20 Gage Metal Coil Strap 12" Min SOLDER USED IN WATER in each end at each rail@x-1802 AM o 4 .M R " tE (6) 8d nails; in Stud FOLLOWIN INS, ECTI ria. NOTE A: For roof and wall sheathin within 4-feet of h rim ( with (7) 8d common nails in each end. SUPPLY SYSTEM CANNOT 1. FOUND ION Teti REChrI' - __ - E '� _-•TE ;F.a�c r..:,�E�. o .c'� ��< Fcc 9 t e pe eter _: 1-3/4 x 201 Gage Metal Coil ~ AT EACH RAFTER. I EXCEED 2/10 OF 1% LEAD. e e e • e e FOR P Rip C U,I FETE edge of the roof, include on each side of the roof peak, Strap with (6)-8d common nails CLEAR Or use 1-3/4" Metal 0 2. ROUGH - ICL s PLUN.. _C� c_G_F :' \-ErccE 'I Nc �L�� NA_E�' 4-16-' JC15T- FLSS:4 4-E �� the 4-foot perimeter edge zone attachment requirements ! 1-314" x 20 Gage Metal Coil Strap S Coil Strap 20 Gage with 3. INSULA 10� U ------------------ ------ in each encd. catch jack studs g p 7 8d common nails • • INSU CO_N TR�c ION MUST shall be used. with (6 O 4• t- - - and windovv or door Header. )-8d common nails in each end. ( EACH END at FI CO CLN't 9H C.O. - -E� -� -• -EF = E \a E- :_C\� = �E- Typical each side and ALL atch jack studs and window or door CONS R IdN HALL MEET THE �_- WALL SHEATHING ATTACHMENT REQUIREMENTS i EACH studPL ALL windows and doors. - Header. Typical each side and ALL Provide 12" Min UMBING REQUIRE EN, 0 �'f E CODES OF NE �c „__ - �� F^ --- RAFTE-R_TO-STUD_CON__NECTO_R_& minimum F ! ' BASED ON TABLE 3.9 OF THE 1995 WFCM HIGH ADDITION WINDOWS AND DOOR FRAMES. I ALL PLUMBING WASTE FORK ST TE_ 0 R SPONSIBLE FOR __:'= T- F_--4 �- C� ��,,- -1s-� . �� \� _ _� Maximum Nall spacing for 8d common Halls &WATER LINES NEED DESIGN 0 RRORS. ------- -- JACK-STUDS_TO-HEADER TIE End TESTIM. BEFORE COVERINCk -- -- ---_-_-- - i-- Distance CSC Strong- ie _AFTER_TO_RIDGE_STRAP -- - - '.&- Coiled St - -- -Si7 IN mpson � ` 1 ALTERNATE_ p H 120 RAFTER-TO-STUD CONNECTOR_ & a R RS CERTIFICATE WFCM 3.2.5 1 Exception: JACK STUDS TO HE_A_DER_ T__IE WALL.-TO-WALLS-TRAP E W RITE Ridge straps ae not required rQ ZONE hREQUIRED when collar ties of nominal 2x4 lumber „ ! t SNE�•'NING �oG�-1TION SpaC•rc At panel At In�ermedlate Refer to Nailing locate MP WITH CHAPTER 6 -- ISEE NO-E A) _ edcee ed es d in the upper third of the attic space C \JCJS ^E. -F2 T_ 5T„c T-,r EC=-&. �o c.c e ceec� eoap Schedule RETAIN STORM WATER F;; and attached to each pair of rafters. F 00 AMAGE PREVEN ON Nail each end of Collar ties in S U17XLD TOWN CODE. e-u-e --- c .a �N E\'E� NTERIOR <'ONE I." O.C. �o '`11 VI 45 v PU:�SUANT TO SECTION accordance with the Nailing schedule. 4- --._ 6 r �- - OF THE TOWN CODE. G � � � - �' 1-1/4" x 20 gage G-185 � \ \C Ll^'BEF _AYEe Co ** 4-FCOT EDG=E ZONE I2" o.c. (0„ 6" 9 9 1-1/4" x 20 gage G-185 i'-i� 1/14/" x 20 gage G-185 OCCUPANCY OR � s �, I� o.C. 6 6 11 I Galvanized Strap Galvanized Strap with (5)-8d common nails Galvanized Strap with (5)-8d common nails p USE IS UNLAWFUL •� � . N...II_ _:.=--J �..�Erc A' :3-�,I�N=E ON GEt�,TEQ .;' -O� i at each stud, wrapunder sill with (5)-8d common nails NOTE A' p Y at each stud wrap under sil �+ E 1/2" CDX I wood and nail to back of each sill. at each stud, wrap under sill YNITHO�UT CERTIFICATE '7 Panel Attaeched to - and nail to back of each sill, p z For roof and wall sheathing within 4-feet of the perimeter edge of the roof, Strap may be attached OVER Strap maybe attached OVER and nail to back of each sillOF OCCUPANCY +- t 0 FLOOR FRAMING y Frame in accordance Strapmay be attached OVER _ include on each fide of the roof peak, the 4-foot perimeter edge zone - the plywood OR Directly to the plywood OR direct) to Y with Note # 22 and p Y Y the plywood OR Direct) attachment requirements shall be used. --T - the STUDS. Cq _ _ _ I Table 1609.1.4 c Studs. P Y y to _Is's r� SIL, CL _ _ -ER CE \A_-� s 4- EA ^ J�s_ - - _ tu Studs. "° TS `� ------ ---------- - - N N TE 'CE __- ec Esc EN- I N Nail to back of each stud `- -- ---- l? y ,° O / E CN ---- ------ �- 5tl I I - d-7 - - - ---------- - - - - N WINDOW UNIT l � i' CEILING SHEATHING ATTACHMENT REQUIREMENTS :� � � �• � � ,� o � 0, cooler nails space " on edge and 10" in field _ c_ K .1 e-- _� =_A-_ -CF \�_c - Io- _�- FLC�� .. - Wrap strap n6` -- I - -7-j-777 p ap under E - -3=R -�'� E `�- EA FLOOR SHEATHING ATTACHMENT REQUIREMENTS ==- I and Nail to BLOCK SOLIDCl _ --_ ----- _ ---�-_ _ - - - -- -- --- ------ - - ---- ----- --- - - - -- - -- - -ill - -- , III I lu sill r. ------- --- all' ul Illi back of Sill BETWEEN JOISTS --- -i- _ BASED ON TABLE 3.12 OF THE lee- WFCM HIGH WIND ADDITION - -- all f` PLYWOOD STORM PANEL -- -y- - SIMPSON H2.5 at-,,_ _ TIFIC �� .� R AT :V OF =otic .c s' T.0 C s' E .- \�_E-. s �c E,:c- JC s' s w m mm n nails - . -- ON-SILL-STUD cantilevered - - NA O CTI hall be attached ith a m'nimu of 8d co o 'I SHUTTER FOUNDATLON SILL STUD each IL VG R CON _� . _L _ �L�-E -_E NA-E-'. :-�c nc'E pEF F_C- spaced at a minimum of 6-inches on center on to #20 for Panel STRAPPING FOUNDATION-SILL-STUD Joi NOT PROCEED �QUIR ONS ` J v`✓ ^ _ Refer to General No -- -- -- - - st DO WITH R - . �� panel edges and 12-inches on center (n panel field, STRAPPING FLOOR FRAMING STRAPPING FRAMING UNTIL SURVEY h_'F '\A_\� R_w� -�IE\-- �Q= -��-- \ wQ_L +EST \� n , -Er- 6' �N=E\'E� T ��\E_ E SEs. fastener requirements. Applies to Garage Wall and _ AT CANTILEVERS 1ST-_OR_2_f� FOUNDATION LOCATION Slab on Grade Construction TYPICAL EXTERIOR WALLS FL_OOR_JOISTS HAS BEEN APPROVED. S�r-e.er� J�� e.�/ CIC C�� Sem (, C . l Cr0 '�3 5 Iv n V t lulu NL IE6THE REQUIREMENTS OF THE CODES OF NEW G. STATE. ( ( V f2 z 406 (Aux2 wc, nJ' W J LA t.Av 4r -rug l's 4 3 It I':' ('y' 3' r LO s � �I _TYPICAL PORCH/DECK 244*x 2�4" FOOTING pier footing to Framer to verify centerline of WOo b SrE u virgin Boit for covered porches f� - _7v _p�5..►�Ee,� 1 or 12"conc. Pier for decks, 4 window over sink with kitchen E Gz H I H �I L- S treated post-See detail on I II layout plan provided by Owner - y . drawing -1 for details and 'O or builder. O I It _ -strapping-uplift connections. �I I I I ►1 d Cv!411 20 (�a '1'0 G1IZ-a[7ar �Eaz C� , r 2xt�� t2 o Z a V -o -- vl:0-r4 l Us u 1, I I ��`too '? o Co � w G� ---- - Z) >t'a 13/� tGo - D, (2)2x12 ,2 Y M 1 F 1.00 F'— J I. - 4 NtG - � �� too J t%v . M-3 —1 lSLAo Jv 0 = PSE F Fll?.Fg1,o o D vJ - _�G �X r _ '( t v )% l I 2 x 6 e- J I!i'� - �} l(l r f'� t2, ��0C} rn � iI �6-o �� o i1N G L o�1x Z " 12'' rL ? � — -� 0/� �Z 4X4 = z I r GO 1�T T7_� Y` PFT X I T Q N i '3o JE2�C�2i sO ter-- =4N1G� DP-oP = PSC- IrJF� ! oPv,-,�r 2 x 12 I —1 _� co r—�T, �' I I fl �', �6 m , .�Z C2) 2 u ID ��w �)Zx Io ►� �� rIo'�L . _ � I = 4— --! L � L- J L SEAM POG�r:T �� J -� �'�- S�h h t�� _ 3 0' s n I"LU S H'�' .�. _ICvt IrI �I . G WIle ' - -- -- - -- I , ° v , , �,oo 0� ) � N I J 1ri Q ' �� � I4" conc. Stab installed in ILaccordance with Section R506, (O. �} ITI`� c�'q �Provide bridging as pef code typical all spans.�10 2x8 or 2x10 treated nailer tagI�, l.AI bolt to frame with '/"bolts N I IJ \•_ At 24"on center with teco GARACE � 'X _ _ tb _ Or use- 2x2 ledger board. I Provide 518'Fire Rated Gypsum J a�iat11 '' J wallboard on walls and ceiling of } �- 2 12 i �,.v 0� r'� C_�ILL / - r-� -}-- I N - - garage as per code sections J Hour ire ratedDoor _�� ,I — --t} ---- - - - _.--__ R702.1 and 805.1. Were garage a sembly with Self-closure, z7 � Lt �Ot�la E+� �c'� n c I —N /C� to/o w�� _ 0 J I i I J _ abuts dwelbng-use 5/8'fire rated i sulated and w/s. 28 �o •Z,. _ S J l� o�_ i _ L„ -p - _ wallboard on garage side and i:" '- N N fire rated wallboard on opposite�` — i bco,G side in accordance with codeNX Q 2r�L!°e( E section R702.3 Insulate walls Refer to dra in 1 forPORCH , �. ,• ��- Q common with heated areas. _ g-N xPorch detailand strapping �4 �' nec���° Jlto a O �. - (pV Tr2�s� ><Simpson PHD5 Hold-downs �with 5/8 anchor and 14 SDS '/. _x 3"wood screws. Provide at _ I I Nie WD y it: -ry ej -- (�comers of garage walls and - w/3 Nlc� FzO- t is N 0 V) - I +-1 C-.�-►fir-(._. S Ur-1 Int' > > > doors and at building comers- p� -- -- I — 2 x LT 1 Cp "CcC, �•ti szt:Q� ---- - _ -- --- .� a) m a) see Foundation plan and i " ' t11t I11 Idrawin -1 for details. - r t - I O TV O r= �. l QO'T 1:-t� tI) C] tY trg " � E s •v r3ot`--CGr.S%-. Am1' ' � ✓E C °•D6 MtUZ 14 <7/. 1 � - ---- 8 0 80 _ — 080 >i' ot�►� w�F2 :X22 fWIII_ ISfiII ' � � I( I I I I Il I I � t � I I I G � ti4 i I- �� �L TYPICAL FOUNDATION b- 11->?� � 'O II.$ I 11 I til � j� , 43Z W(n zW—= W010I (v �J O O uu =8 Built In accordance with chapter 5-� ��� �-I �' �� 3--2 � m �U _a N Q za 'I ' '1`D d 10 ' O II h D 4 of Newyork State Code. --— Z I ' 1�; O Y �� � I11 L CC--a=Q�Z/�l�>� ( -8" poured concrete wall on O- O16"x 8"Concrete wall footing,exterior Damproofing, 2-2 x 6lMited sill plates, Sill seal,Termite Shield. All foundation Facto Built fire lace inserts NOTE: Unless noted ' 4ry TYPICAL ANCHOR BOLT p Otherwise, center all windows In `q walls to extend to virgin soil and shall be installed in accordance 1 sto /Z' 46" on center y�,. „eo ry' @ be full height walls or construct with section R1004 and metal roams, center above fixtures, `.;' ” 23"on center-rY @ and hold 16 off comers.minimum embedment of 7" step footings as per code flue shall be installed in Awith 3" x 3" square washer. R403.1.5 accordance with section R1002 WiNDOWS_FWN ERS �old 12"off comers and hold of the Code. Plans indicate ANDERSEN�� series 400 model numbers. "to 12" off each end of each v - I �� Provide LOW-E glass silt plate, Uplift strap --- _ - - --------- S-Smoke Detector connections at all bearing -- - - - - ' C-Carbon Monoxide Detector - walls- See drawing -1 Refer to gen. note#18 TYPICAL ROOF Class A, Asphalt Roof Shingles n-Y WIsix fasteners per shingles / Installed per section R905.2 Ice &water shield per code section R905.2.7.1, 15 Ib (y0 underlayment felt Framing per 2-d 4 plan with '112*Exterior Grade Plywood Sheathing-see fastener f� schedule on drawing-1. i2'SID TYPICAL SOFFIT 8"Overhangs-typical, 6"Wood- �1 r . Fascia &6"wood rake boards, yZ". (5i ypa ge J Full Frieze boards-cover in alum 2),6 ledger nailed to - - 2 X l Raft(optier uplift connections alyl l ~ -- TUpcial Nailer , 1 - , , � I framing and Toe nail �' 2x Nalle.- with 1/2" lag bolts �� t _ � Bearing locations see dwg-1 M�ta� FLVi;� I►1 Gelling Joists with 3-8d at 24" on Center. W G- GHIMytna?Is \ Simpson LPT4 connector to _j TYPICAL EXTERIOR WALL I ( - Each Rafter. �M 2 x 4 Wood Studs @ 16"on �J I center, Double Top Plate, Single sole plate, '/�Exterior grade I Teco at each ratters j 2 Plywood Sheathing-see fastener 1� 'I� rill al: nail holes with ?/q II„r to�.yIo schedule, Tyvec House Wrap or � �8-d Haus �'� '�•`' foundation-to-wall-rafter nyl or oiuplift connection at all bearing walls- IT • _ Porch Column or Post and railing see plans Refer to drnwinq-1 for details. t'Z- 13 'fes - Y/ _�/ - rj . I.1 ii. ,I ii �-1 P ✓� TYPICAL FLOOR '/.' plywood sub floor, glued and inailed as per fastener schedule p IFioor joists per plan 2X DECK JOISTS-se_. land \ Teco each foist to girder (Bridging per code-all spans 2 r Treated Nal ler Board \�- J ' \ \ _ - -- -- . _ dx4 or br6 POST TYPICAL F lone sl_� lar r than joist) .�' Lag Bolted to rraming with Strap 9--k or' LIN _ L'Y�N hM FOUNDATION «� I/2" diameter galvanized post to Header --Simpson Galvanized post - (CONSTRUCTION - -- -- — - ---- - - bolts at 16" on center with Typcial Galy. to Concrete connector i 1 ffi" poured concrete wail on I `16 x 8" Concrete wall footing, A81J44 or equal : �/ !� ��• W7 SrPf l,t� Exterior Damproofing (section stagaAred with a 2x2 Strap 3-8d Halls E T� '( �- Treated ledger boa-d. In each End _—. _ 1 ° I IewaY.� I I ----- - - - R406), 2-2x 6-treated sill plates �s and Sill seal, Termite Shield, Teco Each Joist to Nailer � (Anchor Botts as r foundation { I I I ( TYPICAL STRAPPING FOR PORCH/CECK CONSTRUCTION 1 _ �- '7J p IIZ nffi tai IL- 3 0 - - - - ------ ----- - - I drawing-hold 12*off comers a \ f I f DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO I L max. Uplift strap connections at r \� N--- - - -- ---- --�} I I W + PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. I I I all bearing walls-See dwg -1 v C I I +yi�yi y11. GrlINSULATION SCHEDULE r� , I - pt; O b Flat ceiling R= 3o t1: °0 Vaulted ceiling 5G R= t9 `^ V b D ��� Floor(unheated space) R=30Floor � 00 � I � Walls2x4 air) R=13 � • - p Mf'� FI l - - /1 1 Wills 2x6 R=19 < ; i 06c ✓��1 `O� 1 j - _ All gazing U=.35 ~` s Door-solid \'U=.40 INTERIOR WALL FINISH I _� iy -- _ _ —- _ _� -- - -- - --_ -'- -�.�� 3� � • Provide '/2"Gypsum Wall Board ; - - -- rj i t! 11 I- 2 it 1 /1 i on ceilings And Walls except --- -i _ - I - --- � ��, G� �4 It basements & unless noted, --- -- - - - ---- 12 -- _-_--- ` '/2"Gypsum I Moisture resistance ' Board in Bathrooms, and fire U&HT7 - - - -_ _ _ - _- _- �5 - -- - I resistant pYpsum board as per V ; --- - -- ; I i � 2-2 �•. to � � 2' 2xlo i � I II � �I I i 1 4 � 4 r WD. fist'<9 ?O C1 V_^t"a- _ T � ► � � - I ,� 9 � to - CO - I , CQ)2xlos t7 =1 m -.J—. ��i ice,N c y � � \ --. �• (; TO I �Z 1-40vW-i✓ VEr,)T, T , INyx-LOA -- -- - - 7=4_ I tl 1 �� I I ! i -- ----- N - I I I ! i , - GJ ��� �►t=GI-I I J _ I I -. := I �j I ' i I ' (!J 0 0 ()�Cr tY -- (_ `t•IG� sal FZT _1 I I �- f- N w a `' • / mcnz�' zsr" in Q 2 H 7_7 ,4 - - _ _jt �- yl /