The URL can be used to link to this page

Home My WebLink About31618-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32123 Date: 01/08/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 405 RICHMOND RD EAST SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 135 Block 3 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 24, 2005 pursuant to which Building Permit No. 31618-Z dated NOVEMBER 18, 2005 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 COVERED WRAP AROUND PORCH, SCREENED PORCH APPLIED FOR. The certificate is issued to FRANK & PATRICIA PERRONE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0176 01/02/07 ELECTRICAL CERTIFICATE NO. 2099054 11/14/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 01/04/07 DINIZIO PLUMBING&HEATING """4 xe- ` uth rizeo& Signature C e Ph"e d� Jul' Form No. 6 ��/V1f/V � 1 r TOWN OF SOUTHOLD gas -�2 pb BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Cormnercial $15.00 Date. //J New Construction: Ill Old or Pre-existing Building: (check one) Location of Property: yo5 i`Lhgwnd /:d, House No. Street n Hamlet Owner or Owners of Property: M k *- AQ (r7/y1Q Suffolk County Tax Map No 1000, Section 135' Block _ t) 3 Lot _ Q� Subdivision Filed Map.__ Lot: Permit No. Date of Permit. ( 5 Applicant: P,:tr(b/t C Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for: Temporary Certificate Fee Submitted: $ Rte.�)IG)q coff3a1�23 Final Certificate: (check one) Applicant Signature PERMIT NO 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) 31618 Z Permission is hereby granted to: P & F PERRONE 13 LEXINGTON CT. HOLMDEL,NJ for : Date NOVEMBER 18, 2005 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED WRAP AROUND PORCH. SCREENED PORCH & UPPER DECK AS APPLIED FOR at premises located at 405 RICHMOND RD EAST SOUTHOLD County Tax Map No. 473889 Section 135 Block 0003 Lot No. 002 pursuant to application dated OCTOBER 24, 2005 and approved by the Building Inspector to expire on MAY 18, 2007. Fee $ 1,255.50 ORIGINAL Rev. 5/8/02 Authorized Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 � 0 CERTIFIES THAT /3-6�, " 3CA _ a Upon the application of upon premises owned by DANA P. FOX 2810 WESTPHALIA ROAD MATTITUCK, NY 11952, Located at 405 RICHMOND RD. SOUTHOLD, NY 11971 Application Number: 2099054 FRANKPERRONE 405 RICHMOND RD. SOUTHOLD, NY 11971 Certificate Number: 2099054 Section: Block: Lot: Building Permit:/ BDC: ns11 Described as a Residential 1800-2399 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, 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 14th Day of November, 2006. Name QTY Rate Ratin Circuit Type Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Appliances and Accessories Exhaust Fan 2 0 F.H.P. Dish Washer 1 0 1.2 KW Furnace 1 0 Gas Air Conditioner 1 0 20 Amps Air Conditioner 1 0 40 Amps Wiring and Devices Outlet 56 0 Fixture Fixture 56 0 Incandescent Outlet 93 0 General Purpose Receptacle 54 0 General Purpose Switch 48 0 General Purpose Paddle Fan 4 0 Receptacle 2 0 20 amp Laundry Receptacle 12 0 GFCI seal Disconnect 2 0 60 amp Air Conditioner Continued on Next Page 1 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 DANA P. FOX 2810 WESTPHALIA ROAD MATTITUCK, NY 11952, Located at 405 RICHMOND RD. SOUTHOLD, NY 11971 Application Number: 2099054 Section: Block: Lot: FRANK PERRONE 405 RICHMOND RD. SOUTHOLD, NY 11971 Certificate Number: Building Permit: 2099054 BDC: ns11 Described as a Residential 1800-2399 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, Outside, Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 14th Day of November, 2006. 5 Name (QTY Rate Ratine Circuit Tvoe 5 Service 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb Meters:I 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 4 ,nO7 � o y oy • : !� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit? erNo. '� Owner: / P (Please print) Plumber: O1 to t Z(c7 )mc, [ N (Please pri lead. Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% ers Signature) Sworn to before me this 4 day of — i 20 Notary PublI County No. Ol �r r,«1> 30:4;4O 316 / gz TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING ji,(] FINAL /,�: [ ] FIREPLACE & CHIMNEY [ ]�] FIRE SAFETY INSPECTION REMARKS: DATE NSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 \ INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN TION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREP)ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE d INSPECTOR 31� f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST[=INSULATION PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: T� DATE INSPECTOR ""y TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] F,910WIDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION N DATE s INSPECTOR '`"� 3/ W � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ]FUNDATION 2ND [ ] INSULATION [ FRAMINGSTRAPPIN [ ] FINAL [ ] FIREPLACE 8 NEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE OS �� INSPECTOR 31617 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION �] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3-3o -- 0 � INSPECTOR -'Ar _,-� 3�Ilz 765-1802 BUILDING DEPT. INSPECTION [)\ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE �--4 -0 (a INSPECTOR �� 24 i 7c - Building Department Town of Southold 53905 Main Road Southold, N.Y. 11971 CHARLES CHARLES M. THOMAS, PO BOX B77 JAMESPORT, NY 1 1 947 OFF/CE (63 7) 727-7993 Fax (63 7) 727-8033 Re: Perrone Residence 405 Richmond Road East Southold, NY 11944 Dear Building Department, July 19, 2006 R.A. This letter shall serve to certify that I have inspected the ridge strapping at the above referenced residence, and have found it to be in conformance with the construction drawings. Please call the,�offi4e with any questions or concerns at (631) 727-7993. Thank you. yours, R.A. • n �J U 12/210 �, t'rgrl K A �- �-c, r-1 G(G>_ �t✓rr O,'1 �. 20 Gc) 1 e:I ems—, e-- Lj�--k r, e_ J 0 -7'1 S' 0732) Y95- 5"--/79 �( e�q se-- �4zl� q E _ LTJ e- G) rop-- t riq reS�orlSt bt !t fvr@�u✓70� Z-%L2i `Spm( /7q LA-.) Jou pm NMCOMM I WEi04P1 l TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLh, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 20 Approved 20 0 S Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 3 i (o l g e5_ Expiration 2007 Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval, Check Septic Form N.Y.S.D.E.C. Trustees Contact: P, --,q r, K 4- Qa 1 Q— /3 L� Building Inspector Mail to: Fes, ✓' o en rnetton nOLjr+, Hoi. lel r47 Phone: ('732( APPLICATION FOR BUILDING PERMIT Date 101-2L4 20 oS INSTRUCTIONS a1 This application MOST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,"accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and reguhAiegs, and to admit authorized inspectors on premises and in building for necessary inspections. ,S (Signature o pli(5ant or name, if a corporation) 1 3 Lex � ��on Cdul�, Hol �J, "rJ (Mailing address of applicant) C)-7-7 33 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Q e-7 k .Ac . r 'Pct 4--rl c l C:a_ Pyr ✓ OrN ¢ (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: 4,v5 ��i 1 �.,� �oqd >ccts�, .Sou�1,oIC�, NY I 1'3-7/ House Number Street County Tax Map No. 1000 Section Subdivision (Name) /35 Hamlet Block O 3 gas Lot 2 _Filed Map No. Lot, � 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy \/ca cg r74- y -e- t Q I Ln y b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost * 3007, tDC:xD Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, ft ajn Froht Rear Depth Height Number of Stories Dimensions of same strAtdri At alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new ponstruction: Front SL-/ ' L-4 Rear L /2 Depth Height 31 ' ec> Number of Stories 2- 9. 9. Size of lot: Front / / Rear C) S- <::) / Depth /91-32 S2' 2 10. Date of Purchase L4 12 0 I o s Name of Fortner Owner IZ;? z,-rn orzoi " . QjI r-� n —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 NOT ranks 4-S:4 tca /3 L-e--<i»�on �- %3`Jfo73-7Co82 14. Names of Owner of premises >�e. or -t2 Address hfo l r,r tal N -j' Phone No. ��3 2Co-73 -97 I(y Name of Architect Peen iz L rn bP-' Address I na n ieoad Phone No L l -7 7 - Name of Contractor __% ' Address r�'� r Phone No. ye+ Se-IecF��t m 03Tk I / E 'ea" L.Drr-,C3crf 4'— IS 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES tnpoj! * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.P��Llll b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Or,T 2 X005 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. I_ _ J 17. If elevation at any point on property is at 10 feet or below, must provide topographical STATE OF NEW YORK) SS: COUNTY OF 5 U F 7_ being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the wNr✓ te-S (Contractor, Agent, Corporate 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. Sw m to before me this q day of ��/G�T 20 07 5' �"- 'Notary Public MARGARET C. RUTKOWSKI Notary Public, State of New York No. 4982528 Quallfled In Suffolk Cou Commission Expires Juna 8, O o 7 (-44 1 oe'�� V Signature of Applicant TITLE NUMBER: PAC -3582 152005 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES -AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 612004 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE IS 111157. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD AND TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 8117104 SWORN TO BEFORE ME THIS 17TH DAY OF AUGUST, 2004 NOTARY PUBLIC MICHELLE VAIL Notary Public, State of New York No. OiVA4989798-Suffolk County Commission Expires December 16, 20 lit PECONIC ABSTRACT, INC. TITLE NUMBER: PAC -3582 SUBJECT PREMISES: 1000.135.00-03.00-002.000 William A. Richmond To William A. Richmond Margaret W. Richmond Dated: 2113146 Recorded: 2113146 Liber 2529 page 274 (premises and more) No proof of death for Margaret W. Richmond in Suffolk County. William A. Richmond Dated: 1110157 To Recorded: 217157 Madeline Richmond Armstrong Liber 4255 page 573 Reserving a Life Estate for William A. Richmond. (premises and more) William A. Richmond Dated: 11116159 To Madeline Richmond Armstrong Madeline R. Armstrong Recorded: 11120159 Liber 4729 page 60 (premises and more) Dated: 911164 To Recorded: 9128164 Patrick J. Bagley Liber 5622 page 311 Dorothy E. Bagley, his wife Dorothy E. Bagley pre -deceased Patrick J. Bagley. Patrick J. Bagley, deceased 9123182, leaving Frederick S. nd Henry ANWExecutors of his Last Will and Testament and specifically devising subject premises Continued..... Sworn to before me this 8th day of November, 2005 Notary Public MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expi as December 16.20 07 PECONIC ABSTRACT, INC. by: Jeanne Ansteoffice Manager SUBJECT PREMISES: 1000.135.00-03.00-002.000 Continued..... Frederick S. Gillespie and Dated: 312105 Henry Balzer, as Executors Recorded: 4126105 of The Last Will and Testament of Liber 12384 page 10 Patrick J. Bagley To Raymond Pynn To Frank A. Perrone and Patricia Pynn Perrone Sworn to before me this 8th day of November, 2005 Notary Public Dated: 113105 Recorded: 4126105 Liber 12384 page 11 LAST DEED OF RECORD MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk Cuunty Commission Expires December 16,20— PECONIC ABSTRACT, INC. by: ZaL Jeanne Aste ffice Manager TITLE NUMBER: PAC -3582 NORTH OF SUBJECT PREMISES: 1000-135.00.03.00-001.000 William A. Richmond To William A. Richmond Margaret W. Richmond Dated: 2113/46 Recorded: 2113146 Liber 2529 page 274 (premises and more) No proof of death for Margaret W. Richmond in Suffolk County. William A. Richmond Dated: 1110/57 To Recorded: 217157 Madeline Richmond Armstrong Liber 4255 page 573 Reserving a Life Estate for William A. Richmond. (premises and more) William A. Richmond To Madeline Richmond Armstrong Madeline R. Armstrong To William Herman William Herman To Richard F. Gasser and Bobbie R. Gasser, his wife Continued..... Sworn to before me this 17th day of August, 2004 *-1 C1kzkt-1 USS Notary Public MICHELLE VAIL Notary Public, State of No* York No. O1VA4989798-Suff0lk County 18, 7A Commission Expires December Dated: 11/16159 Recorded: 11/20159 Liber 4729 page 60 (premises and more) Dated: 1110164 Recorded: 1116164 Liber 5483 page 103 (premises and more) Dated: 4114172 Recorded: 4120172 Liber 7144 page 217 (premises and more) PECONIC ABSTRACT, INC. by: Office Manager NORTH OF SUBJECT PREMISES: 1000.135.00.03.00-001.000 Continued..... Richard F. Gasser and Bobbie R. Gasser, his wife To Walter S. Busch and Agnes E. Busch, his wife Dated: 8125195 Recorded: 911195 Liber 11739 page 739 (premises and more) Walter S. Busch and Dated: 4125101 Agnes E. Busch Recorded: 7126101 To Liber 12132 page 166 Walter S. Busch, Trustee or his (premises and more) Successors in Trust under The Walters S. Busch Living Trust dated 4125101, as 112 Interest and Agnes E. Busch, Trustee, or her Successors in Trust under The Agnes E. Busch Living Trust dated 4125101, as 112 interest Walter S. Busch died 3117102. Agnes E. Busch, Kathryn Lynn Farren, Eileen Patricia Skaller, as Executors Of the Last Will and Testament of Walter S. Busch and as successor Trustees under The Walter S. Busch Living Trust dated 4125101 and Agnes E. Busch, as Trustee under The Agnes E. Busch Living Trust dated 4125/01 To Bruce Goldblatt and Deborah Goldblatt, his wife Sworn to before me this 17th day of August, 2004 Dated: 1018102 Recorded: 10131102 Liber 12217 page 991 (subject premises) LAST DEED OF RECORD "AA --4 C1kLU-'X 06--k-j Notary Public MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16, 20 by: ne , INC. Office Manager TITLE NUMBER: PAC -3582 SOUTH OF SUBJECT PREMISES: 1000.135.00-03.00.003.000 William A. Richmond To William A. Richmond Margaret W. Richmond Dated: 2113146 Recorded: 2113146 Liber 2529 page 274 (premises and more) No proof of death for Margaret W. Richmond in Suffolk County. William A. Richmond Dated: 1110157 To Recorded: 217157 Madeline Richmond Armstrong Liber 4255 page 573 Reserving a Life Estate for William A. Richmond. (premises and more) William A. Richmond To Madeline Richmond Armstrong Madeline R. Armstrong To Allard J. Armstrong and Harriet L. Armstrong, his wife Continued..... Sworn to before me this 17t' day of August, 2004 y blit c'k 1L J. P 00-4 Notary Public MICHELLE VAIL Notary Public, State of New York No. OtVA4989798-Suffolk County Commission Expires December 16, 20 'f Dated: 11116159 Recorded: 11120159 Liber 4729 page 60 (premises and more) Dated: 1115160 Recorded: 11116160 Liber 4907 page 40 (subject premises) PECONIC ABSTRACT, INC. Office Manager SOUTH OF SUBJECT PREMISES: 1000-135,00-03.00-003.000 Continued..... Allard J. Armstrong and Harriet L. Armstrong, his wife To John A. Schmitt and Frances Schmitt, his wife John A. Schmitt died 11129179. Frances Schmitt To Carole Gurley Marilyn Schmitt Joan Mobley Carole Gurley Marilyn Schmitt Joan Mobley To Joan Mobley and William Mobley, as Joint Tenants with Right of Survivorship Sworn to before me this 17th day of August, 2004 Dated: 8110162 Recorded: 8115162 Liber 5214 page 534 Dated: 1012181 Recorded: 10119181 Liber 9087 page 33 Dated: 2122197 Recorded: 3119197 Liber 11821 page 257 LAST DEED OF RECORD v0"' -X Notary Public MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16, 20 00 PECONIC ABSTRACT, INC. by: Office Manager TITLE NUMBER: PAC -3582 SOUTH OF SUBJECT PREMISES: 1000.135.00-03.00-004.000 William A. Richmond To William A. Richmond Margaret W. Richmond Dated: 2113146 Recorded: 2113146 Liber 2529 page 274 (premises and more) No proof of death for Margaret W. Richmond in Suffolk County. William A. Richmond Dated: 1110157 To Recorded: 217157 Madeline Richmond Armstrong Liber 4255 page 573 Reserving a Life Estate for William A. Richmond. (premises and more) William A. Richmond To Madeline Richmond Armstrong Madeline R. Armstrong To Patrick J. Bagley Dorothy E. Bagley, his wife Dated: 11116159 Recorded: 11120159 Liber 4729 page 60 (premises and more) Dated: 1115160 Recorded: 1116160 Liber 4907 page 37 (subject premises) Dorothy E. Bagley pre -deceased Patrick J. Bagley. Patrick J. Bagley deceased 9123182 specifically devising said premises to Henry Balzer. Continued..... Sworn to before me this 8th day of November 2005 Notary Public MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16, 20 0 PECONIC ABSTRACT, INC. by: Jeanne n tt, Office Manager SOUTH OF SUBJECT PREMISES: 1000-135.00.03.00-004.000 Continued..... Henry Balzer Dated: 7116184 To Recorded: 9117184 Henry Balzer Liber 9642 page 252 Priscilla Pynn Henry Balzer Dated: 9122101 Priscilla Pynn Recorded: 1122102 To Liber 12164 page 528 Priscilla Pynn LAST DEED OF RECORD Sworn to before me this 8th day of November, 2005 Ur\'L, tAAA c -,Q Ua-L-1 Notary Public Notary PubCHELLE ' c, State of New York Commission ExpBC es December 16,20 D7 PECONIC ABSTRACT, INC. by: Jeanne s Office Manager TITLE NUMBER: PAC -3582 WEST OF SUBJECT PREMISES: 1000-135.00.03.00.010.000 (private road) William A. Richmond To William A. Richmond Margaret W. Richmond Dated: 2113146 Recorded: 2113146 Liber 2529 page 274 (premises and more) No proof of death for Margaret W. Richmond in Suffolk County. William A. Richmond Dated: 1110157 To Recorded: 217157 Madeline Richmond Armstrong Liber 4255 page 573 Reserving a Life Estate for William A. Richmond. (premises and more) William A. Richmond To Madeline Richmond Armstrong Madeline R. Armstrong To William Herman William Herman To Richard F. Gasser and Bobbie R. Gasser, his wife Continued..... Sworn to before me this 17th day of August, 2004 Notary Public MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16, 20 Dated: 11116159 Recorded: 11120159 Liber 4729 page 60 (premises and more) Dated: 1110164 Recorded: 1116164 Liber 5483 page 103 (premises and more) Dated: 4114172 Recorded: 4120172 Liber 7144 page 217 (premises and more) PECONIC ABSTRACT, INC. by: e "stett, Office Manager WEST OF SUBJECT PREMISES: 1000-135.00.03.00.010.000 (private road) Continued..... Richard F. Gasser and Dated: 8125195 Bobbie R. Gasser, his wife Recorded: 9/1/95 To Liber 11739 page 739 Walter S. Busch and (premises and more) Agnes E. Busch, his wife Walter S. Busch and Dated: 4/25101 Agnes E. Busch Recorded: 7126/01 To Liber 12132 page 166 Walter S. Busch, Trustee or his (premises and more) Successors in Trust under The Walters S. Busch Living Trust dated 4/25101, as 112 Interest and Agnes E. Busch, Trustee, or her Successors in Trust under The Agnes E. Busch Living Trust dated 4/25/01, as 1/2 interest Walter S. Busch died 3117/02. Jean H. Tuthill, as County Treasurer Dated: 4/19188 To Recorded: 4119188 County of Suffolk Liber 10585 page 62 Continued...... Sworn to before me this 17th day of August, 2004 Notary Public MICHELLE VAIL Notary Public, State of New York No. 01VA4989798-Suffolk County Commission Expires December 16, 20try PECONIC ABSTRACT, INC. by: Office Manager WEST OF SUBJECT PREMISES: 1000.135.00.03.00-010.000 (private road) Continued..... Agnes E. Busch, Kathryn Lynn Farren, Dated: 813102 Eileen Patricia Skaller, as Executors Recorded: 913102 Of the Last Will and Testament of Liber 12206 page 772 Walter S. Busch and as successor (subject premises) Trustees under The Walter S. Busch Living Trust dated 4125101 and Agnes E. Busch, as Trustee under The Agnes E. Busch Living Trust dated 4125101 To Richmond East Homeowner's Association, Inc. LAST DEED OF RECORD Sworn to before me this 17th day of August, 2004 Notary Public ELLE VAIL Notary Public state of New York Commission Expires December 16, 20, PECONIC ABSTRACT, INC. Office Manager Permit Number RFScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sofware Version 3.6 Release 2 Data filename: C:\Progrem Files\Check\RESdheck\PERRONE.rck PROJECT TITLE: HOUSE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.17 DATE: 10/21/05 DATE OF PLANS: 10/2005 PROJECT DESCRIPTION: PERRONE SOUTHOLD,NY COMPLIANCE: Passes Maximum UA = 444 Your Home UA = 379 14.6% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door etimet R -Value R -Value U -Factor 319 Ceiling 1: Flat Ceiling or Scissor Truss 1156 30.0 0.0 40 Wall 1: Wood Frame, 16" o.c. 2746 19.0 0.0 135 Window 1: Wood Frame:Double Pane with Low -E 86 0.330 28 Window 2: Wood Frame:Double Pane with Low -E 324 0.340 110 Door 1: Glass 34 0.330 11 Door 2: Glass 21 0.350 7 Door 3: Glass 14 0.300 4 Door 4: Solid 20 0.280 6 Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space 1156 30.0 0.0 38 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 mod the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. `v➢i►�SJ �U.i'GQ.I�UuDaze Builder/Designer RFScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 DATE: 10/21/05 PROJECT TITLE: HOUSE Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Tress, R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane with Low -E, U -factor. 0.330 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? ( ] Yes [ ] No Comments: 2. Window 2: Wood Frdme:Double Pane with Low -E, U-5ctor. 0.340 For windows without labeled U-Sctors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Glass, U -factor. 0.330 Comments: 2. Door 2: Glass, U-6ctor. 0.350 Comments: 3. Door 3: Glass, U -factor. 0.300 Comments: 4. Door 4: Solid, U -factor. 0.280 Comments: Floors: 1. Floor 1: All -Wood Joist/Tmss: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 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm -in -winter side of all non -vented flamed ceilings, walls, and Boors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturers installation instructions Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals Sr all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values and glazing U-5ctors must be clearly marked on the building plans or specifications. Duct Insulation: Supply duds 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 R4. Supply duds in unconditioned spaces must be insulated to R-8. Return duds in unconditioned spaces (except basements) must be insulated to R- Retum ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return duds in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-ilbric, 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 fir balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. Electric Systems: Separate electric meters are required Sr 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: [ ] I 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 of circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% ofthe heating energy is from non-depldable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] ( HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the J Table I. Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation T icimess in Inches by Pipe Sizes Heated Water Non-Circulatiniz R ino c c Circulating Mains and Runouts T=Rm"m (F) Un o 1„ L?n to 1,25" 1.5" to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Tamp. insulation Thicimess in Inches by Pipe Sizes Piping System Types Ranee (F) 2" Runouts l" and Less 1.25" to 2" 2.5" to 4„ Heating Systems Low Pressure(T emperature Low Temperature Stearn Condensate (fir €ed water) Cooling Systems Chilled Water, 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) I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others Elevations referenced to N.G.V.D. ANY ALTERATION nR ADDITION TO THIS SURVEY IS A VIOLATION Or SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCF_PT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR COPIES BEAR ME IMPRESSED SEAL OF THE SURVEYOR WHOSF !�IGNARIRF APPFARS HEREON. TEST HOLE DATA R/ro/DA �Fl,. 12.3 BROWN SIL Y SAND SM RPOWM FINE EO COARSE SAND W CRA VLL IN LAYERS SO WARR IN BROWN nNE ID COARSE $ANO W IW GRAVEL IN LAYERS SW AREA=18, 671 SQ. FT 0 V, SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y, 1000-135-03-02 4, SCALE, 1'=30' SEPIEVBER 9, 2004 FEBRUARY 14, 2005 �Q Sj� Mo-� 9 Zoo S/rer,J lWn>) �,�/ �C,Q Nk�r /3, 2eo5 (ro.isio^s1 0 ;A 20 2ner„ �r evllic�s Cb O 2 oda. ■=MONUMENT • = PIPE aQ (v I OW¢ll /Oc f& � �,(,?A n6wn 0oi�4 I Or � �` GQlo�d rwo J pF �f�TZGpR ac 14 v , /// Y.S. P CONIC SLI S, (6J1) 765-5020 P.O. BOX 909 12JO TRAVELER STREET SOUTHOLD, N.Y. 11971 7 04-254 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE N DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. Elevations referenced to N.G. V.D. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUB&OSION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR )HOSE SIGNA7UR£ APPEARS HEREIN!. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES pERWr POR APPROVAL OF CONSTRUCTION FOR A SviGLE FAMILY RLSIDENCE ONLY DATE b KS Pky. NO.�\�—O �O APPROVED FOR MAXIMUM OF \-k BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL 0 % v n ZEST HOLE DATA aiYorn+ EL. 12.3 &RONW SILTY SAND SM / MOAN PW TO COARSE SAND WTH ORA WL W LAYERS SO def a Fot-C/ 7(:2, O SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-135-03-02 4- '0 SCALE.' 1'=30' Sys —� Ea 4 ' 2004 C 2005 Mom 4, 2vo, r 10, 71.7' NNYER W AROWJ PMC TO COARSE SMO WTN GRAM W LAMft SIP Ir AREA=18,671 SQ. FT. •=MONUMENT *—PIPE i 4 O0 .0 v 0�v I •O �\ O �iNnoo piny -Ins 0 13A1313'1 O ` f ' A OF NEW A;'��T. MEr?c �i G Q 0° Jpw�O+ P6O. )BOX 9 5020 20 FAX 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 1797 f f 401 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. Elevations referenced to N.G.V.D. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. TEST HOLE DATA B11O104 BROW SILTY SAND SM BROW ME M COARSE SAND WTH GRAVEL /N LAYERS 50 ---1 11.7- F 7' .r' WATER W BA 1W nNE M COARSE SAND WN WAVEL /N LAYERS 5W rT AREA=18, 671 SQ. FT. ■=MONUMENT 9 =PIPE 1 SURVEY OF PROPERTY AT SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N.Y. 1000-135-03-02 SCALE. 1'=30' o� SEPTEMBER 9, 2004 FEBRUARY 14, 2005 (REVISIONS) MARCH 9, 2005 (REVISIONS) OZOO�G1P MAY IJ, 2005 (REVISIONS) OCTOBER 20, 2005 (REVISIONS) �1P y0 MARCH 15, 2006 (U/C) 0, MARCH Fs 0 AGB o�00 'QJ S Ate' .QQ�Q o0V of NEW y\ �qP �S. ME) -e R� �0 (631) 765-5020'Nr,- -R P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, My 11971 1797 04-254 SCDHS REF. # RIO -04-0176 I am familiar with the ,STANDARDS FOR APPROVAL N AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. Elevations referenced to N.G.V.D. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SUFFOLK COUN7YDEPARTME4-rr -p ~� APPROVAL OF CONSTRUCTED ASINGLE FAMILY RESMENCe' _ � J �, Cate JAN Q 2 2T H.S. Ret. Pio. Byg —�<{- al'7 6 i Cj F` �c The sewage disposal and crater supply faa:ities at Lti1c loc:l='M v3 bCon I 1F SaS�G 1�P �4P Inspected and/or certified by this Depersrerit or oth••cr agencies and trrid to 10 J J �G op be satisfactory FOR AMAXIMUM f Walter J. Hilbert, P.1 -71n -1W Office of Wastewater Management i +�� TEST HOLE DATA 9/10/04 BROWN SILTY SAND SM 3' BROWN FINE TO COARSE SAND WITH GRAVEL IN LAYERS SO Tr. r WATER w BROWN FINE TO COARSE SAND 1WTH GRAVEL IN LAYERS SW 17' AREA=18, 671 SQ. FT. ■=MONUMENT *=PIPE SURVEY OF PROPERTY AT SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N.Y. 1000-135-03-02 SCALE: 1'=30' SEPTEMBER 9, 2004 CO Cn FEBRUARY 14, 2005 (REVISIONS) MARCH 9, 2005 (REVISIONS) 2O��s�'Q� MAY 13, 2005 (REVISIONS) OCTOBER 20, 2005 (REVISIONS) s'Sp MARCH 15, 2006 (U/C) /y 'QF NOV.2 ,2006 (FINAL) S C oG�lc '� ��4'2 ,pJ P. 12 SOU LIC. NO. 49618 I IL -- - 777 I� 7 ji i PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. ALL CONSTRUCTION SHALL MEET THE RECUIREMENTS OF THE CODES OF NEW YORK STATE, CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. DO NOT PROCEED WITH OF FRAMING TIL LOCATION HAS BEEN APPROVED. - APPROVED AS NOTED DATE: B.P. M ?51615 FEE: 25"S 5D BY: ir, . NO1lFY BUILDING DEPARTMENT AT 755-1202 8 AM TO 4 PM FOR THE FOLLCrAiINC INSPECTIONS; t. FOUNDAUON - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. 11 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER R PURSUANT TO SECTION 4; oF NEw'�THE TOWN CODE. REQUIRED m 0 m o IL a Z m UJ r e � LL Y o o o 0 o 2 W o z z E OGCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE c, '',Oi�P)i ZONE --,Iw- 0 F OCCUPANCY _ 0 �APTER ° 'LY WITH 6 46'- i -r:0 f AMAGE PREVENTION Q SOUL HOLD TOWN CODE. a 1275%, %2F 2 i m w 0 a aiz�E-,5Nr W-,P,a- nj r�lu SW)— Crlu uia Nt 1. r- -- — CiIuI< .LOOP — 0 b u^i o O ^ 4 a z of LU LU r b � LL y Q O OT C 3r.o ir W o z z L R T-� r�lu SW)— Crlu uia Nt 1. r- -- — CiIuI< .LOOP — 0 b u^i o O ^ 4 a z of LU LU r b � LL y Q O OT C 3r.o ir W o z z L R 1 I z 3 � W a a � — — I f -II _ � a ul --- -- --, ---- - -- - - - L_ - -i ¢ = x 1 i LU 3 0 ' �� , � h.- III ;� , • � I_ - ��-.__ _ - '�, I I MT- ---- - --- -- - - - -__ _- ----� ---- =- ANEW yQ N,DEER� 9,F n z ROF �oN LL O W L7 Q a r- 0 r �L /'%GG DE�hI w-qr-q) f `' D LG7yEL! p,(!"li �N�u E 3 134 k`I/2 if fi ^a J; ';•n'c�,.G�frl � � I ) m z d^' I � � �1 \Zlf�coWMhf. c =+• r21 x 2I. I' PG r - 17 I Air`2131%1Ti'L /� II 7I�-__L,i I> '_ 1 LIP �I L� _. @ 3 2Ile/ Io —_ �8F._I p „ n r LVL- GIV-DC r� -� — 4 SII I I ,11�v�t,Cn�lErl,g!r7rd 22x� -o I 2x3FJeir,."nom � I aP--gldll I all �,� � � Id'SOI.Li7(t1eE� I PC4 - uCJ I •QKIO gIRGQ -- — I�� — _ N _ � 0 r �2MoC71P0ER. d, .f' �� ;.ix 1 � 0 IAC COCT""-/i' (y.' I(P' VI I � \ 2x b FJd 1(�,I`O C. ' I n it N o O a z " W �' e cc x � LL Y S 0 0} O0 W o z z,: � v m 0 a a 00 x SII r � 4. N_9 U PC4 - uCJ I •QKIO gIRGQ -- — I�� — _ N _ � 0 r �2MoC71P0ER. d, .f' �� ;.ix 1 � 0 IAC COCT""-/i' (y.' I(P' VI I � \ 2x b FJd 1(�,I`O C. ' I n it N o O a z " W �' e cc x � LL Y S 0 0} O0 W o z z,: � v m 0 a a 00 x �m I Imo' hA mil rill III SII r)�?J� -�IAlnaco r9 tlrrl9s�% 01, 2 Y (aPR:*( I � �I II I i,ll i Qn q P9. q 1, X11 G' 4" ql. c`II I. wik e 1!") ItU{ I �9 I��7rl"r�tl�xal'e'I L�/LNI P. 1F�'�iA ;'I I c i -- —i — — - - - — Nxltol'o J1LIII .� �NI� II lr 151, C I' V �p -- �', cl1'dl" q' Cc' All �0 0' I u ( 1 ifRal-c_c. BIIX,L iu S\I g, �ro� p �� WT 40•Il vJrelr�l'o�, �'� PI�u6N NDp_ I -4- r- /� L '- F ru' _- I I II �4 P%Wu ry'2.4Pos —1� 0�— a.P74'llvll�aw�� 0 3'2%4 L- (D -:O ovEr ullur��w�mo¢ -,.�i4':`��-It,��[5 r2.4w�sj TO TGE I n c j tiro k q .II�'a°eldl r �d G'IuloP IvgALl /•" _ nl,�ulAIG6 N o-its,SIG° 4ug'-!'� uJ)�El', A A , �d f �cl ¢*gw�sj„� T --'o'C"-32xD .� n 'll Pl.11lr-I Ef--. _ v- 0 t Z ft $ oe, u - p 2 1 �GE'I_I61GI 3 I' + Peva oc 4 ULT��I-[-": a 32�4Po51 W /7dZxAPo CII `ql 2 UVl�9rol��5'_li l ti -- [-JJLk1-Ir-I. I''=.1'�=� v X11 I A 2PHI u 07IDRa / - �2 -tall An• II>h, F' I,'AC. \ I r2x(r26•e•Ir.n",� p `�` Mailq(;-IA aj-w 1wIm,I 'I'1,LLI �,r10 „II �I QL� 4j1 �I, �I ---Ilr.r LF'Gr Ur' - o _:-3�2�t10 -� IC'I•cll � �� - �, µl/ �11FNJCj-I .. � �__.__ ISIS-� 3Pb I81 �- dI+D „u _/: r , lJ �i Q�Iri HEnDE R. Cl c� _ 2.7ti �rrG.T /j-r2u PSG. a v � � V _ ' Lr' 1 a . I� .r ra l7,_.lt��IL s rr co �' ^n 61 1 4 - g'rcll---------- - ------ ------ --- -- -- ---- 54� ¢° CI •9 cr \9 lcv�L o-its,SIG° 4ug'-!'� uJ)�El', A A , �d f �cl ¢*gw�sj„� T --'o'C"-32xD .� n 'll Pl.11lr-I Ef--. _ v- 0 t Z ft $ oe, u - p 2 1 �GE'I_I61GI 3 I' + Peva oc 4 ULT��I-[-": a 32�4Po51 W /7dZxAPo CII `ql 2 UVl�9rol��5'_li l ti -- [-JJLk1-Ir-I. I''=.1'�=� v X11 I A 2PHI u 07IDRa / - �2 -tall An• II>h, F' I,'AC. \ I r2x(r26•e•Ir.n",� p `�` Mailq(;-IA aj-w 1wIm,I 'I'1,LLI �,r10 „II �I QL� 4j1 �I, �I ---Ilr.r LF'Gr Ur' - o _:-3�2�t10 -� IC'I•cll � �� - �, µl/ �11FNJCj-I .. � �__.__ ISIS-� 3Pb I81 �- dI+D „u _/: r , lJ �i Q�Iri HEnDE R. Cl c� _ 2.7ti �rrG.T /j-r2u PSG. a v � � V _ ' Lr' 1 a . I� .r ra l7,_.lt��IL s rr co �' ^n 61 1 4 - g'rcll---------- - ------ ------ --- -- -- ---- 54� ¢° lcv�L W 7 W �- m � LL Y 2 o Q 0 W o o Z Z L Q a b I.rl ali i7 f� ill FAIL, IL AJ) i,, ceu e 13 se -Ti�119,Y -W;Ok, rWle,4� f 'Poll rYrrr It r LOAp — oarrP Cc (2, A/_� P F7 _I�ligo II'/v�'G.J 1✓ * I2 Lk�f��E� P�� _I� fi� P D AI L c DkL`114 p D P__ -/\ /E r,v Er ti . QcOIjD FL�F_ c�-_/"L.E VA I', -I, , I tikes-Au=kCc-1Ji7 FL?pC. �ti' r_IU,7!�.. /'1 i' „'' , , _HEA�Rs7oF3 p.2 lll.tl_6s, cll,+ 51 w tiV,r l� o d a Z m LLI W � LL Y 2 p O 3 S Wo z z 9 a i 7 'Poll rYrrr It r LOAp — oarrP Cc (2, A/_� P F7 _I�ligo II'/v�'G.J 1✓ * I2 Lk�f��E� P�� _I� fi� P D AI L c DkL`114 p D P__ -/\ /E r,v Er ti . QcOIjD FL�F_ c�-_/"L.E VA I', -I, , I tikes-Au=kCc-1Ji7 FL?pC. �ti' r_IU,7!�.. /'1 i' „'' , , _HEA�Rs7oF3 p.2 lll.tl_6s, cll,+ 51 w tiV,r l� o d a Z m LLI W � LL Y 2 p O 3 S Wo z z 9 a i r - V-� r4-�� Lyl i I irn F,a ti / UI'f4 0'U7/ole �drdn�p,'7�3 el r I P4 P, F PA!"ir rL.g RPcu�°nc. `u\rE�EP GUC�^1- P""-�.IDf�F 0cc 3 I 2/q°..I^I' L�lI- iC'�ueiLFlb�� ti I � I� FfI "'rFf hlicLL��'FIItICII ��ji�'f�L .-F'j1FItii',1t2 F12 12 Ir 2WALL D-- - G_ L I J f_`V (• tL–,I �sNeAjNIuG --� _ HALL. I"I I c t f( 'I'_� L-J, z v 10 j. W r w W to ^ I ---= - .�� L G rf "� `/ �I� G7' I 9� to�'oC 5,h =0 -- — _.__ _ \ • NCJr^� C� ��(�LI F/)j2- IM 3 'o rL h�l IDI _ Iw I�/ Il Y� - - I � r �,.IM �! if 1Ole I,, ..; � aluF" anEr>> trrTr,",�tv Ea/_r-LIu�N SASE h17 •1n �7'�4K ..J1 aItrLE4] �.�tl - i�7 COLLI NII td r _ n P i��'�Z •I'i II CLDF �, I I OF Nt y d. DEP o n 2 Wr 72 0 c� &L RIDGE RAFTER USP RS250 AT 21 A RAFTER/RIDGE/RAFTER WITH CT RIDGE RAFTER -- O USP RS250 AT 21 USP LS OR TMU IES Al RAFTER/RIDGE/RAFTERWIOCT 2ND. FLOOR WALL STUD -- 2ND. FLOOR PLATE - SUBFLOOR RIM BOARD -� USP KLFTA 1ST. FLOOR TOP PLATES - 1ST FLOOR WALL STUD - (_D_ FLOOR TO FLOOR - - RAF1 TOP USP WAL B'1RAFTER/PLATE/STUD - - 2ND. FLOOR WALL STUD- - 2ND. FLOOR PLATE SUBFLOOR RIM BOARD f USP RS250 AT 36' 1 ST. FLOOR TOP PLATES 1 ST FLOOR WALL STUD - FLOOR TO FLOOR-_ RAFTER USP RT16 01 TOP PLATE USP RS2501 WALL STUD B '1RAFTER/PLATE PLATE/STUD 1ST. FLOOR WALL STUD --1-10 1ST. FLOOR PLATE U . SUBFLOOR USP R5250 AT 36' RIM BOARD -- - - DOUBLE SILL PLATE FOUNDATION WALL f E -STUD/PLATE/SILL-- KING STUDS STUD HEADER USP RT3 USP RS250 AT 12' - JACK STUDS C ')HEADER/STUD HEADER/JACK 1ST. FLOOR WALL 1ST. FLOOR PLATE- SUBFLOOR USP RS250 AT 16' - RIM BOARD DOUBLE SILL PLATE USP MP6F FOUNDATION WALL --- . E STUD/PLATE -- -- PLATEISILL- WITH CT - WITHOUTCT TO FLOOR SERIES 1X6 OR 2X4 - i6" O!C COLLAR TIES POST O USP CBE P.C. FOOTING G _ POST ANCHOR FORCOVERED PORCHES NEW YO 1. , pEEgk09ii' POST S� 6 " w z USP PAU I P.C. FOOTING r G _;/POST ANCHORS FOR DECKS F- O v (L Z r w 'T ID w�? Q Z O O o Z t` V M so ^T U W F - Z W U (9 Z 0 O O LL �I Z W Q) 0 O_ 112 0 0 LU EL STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH 3SECOND WINO GUSTS (MMIMUM MEAN ROOF HEIGHT35) MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ TOC SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 <4'-O" WIDE SPAN TABLE 1609.1.4 23/32" APA SPAN -RATED 48/ 24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/ 2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #8x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. wl #10x 1 %z' (W/ WASHERS) MACHINE BOLT @ 12" O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTERASSEMBLY N.T.S. FOR PANEL SPANS: V-0" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 <4'-0" SPAN. NOTE ADDITIONS: 2x4 STRONG -BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 100" (wl WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF 6'.0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 1609.1.4 AND 1609 6 5 AND TABLE 1609.1 4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED I3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33' 0' OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. WINDOW SCHEDULE MODEL NUMBER FASTENER SPACING INCHES FASTENER TYPE PANEL SPAN <2' 0" 2'-0" <PANEL SPAN <4'.0" 4'-0" 1 PANEL SPAN c B'-0" 6'-0" < PANEL SPAN <#'-0" 2112" #6 WOOD SCREWS 16 16 12 1 9 2112" #B WOOD SCREWS 16 16 16 1 12 A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED I3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33' 0' OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. WINDOW SCHEDULE MODEL NUMBER WINDOW TYPE CLEAR OPENING GLASS AREA 7W2446 TILT WASH 4.36 7.65 TW1846 TILT WASH 3.01 4.98 TW 2032 TILT WASH 2.47 4.21 TW2846 TILTWASH 5.03 8.98 TW2852 TILT WASH 5.86 (E) 10.48 TW3046 TILT WASH 5.7 (E) 10.31 BE 313 ARCH TOP N/A 10.54 WA 3842 ARCH TOP 4.36 11.32 TW 2432 TILT WASH 2.92 5.09 CN 145 CASEMENT 3.6 5.4 DHP 30310 PICTURE WINDOW N/A 9.38 SE 3145 ARCH TOP N/A 14.38 DHT 2810 TRANSOM N/A 1.25 DHT 1610 TRANSOM NIA .69 DHT 3010 I TRANSOM N/A 1.43 ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVAL EQUAL THIS BUILDING IS DESIGNED AS A PARTIALLY ENCLOSED STRUCTURE IN ACCORDANCE WITH N.Y. STATE BUILDING CODE. THEREFORE STRUCTURAL PANELS AND IMPACT RESISTANT GLAZING ARE NOT REQUIRED. MEETS NY STATE EGRESS REQUIREMENTS CUSTOM GRILLES -SEE ELEVATION F1w5 WT } — __. __ Ifp w of "" SH R T B W O, PLUMBING DIAGRAM NOT TO SCALE U Z UU ❑ } Ifp w of Z O J W O, Z 2 Q� H Er 7 0 W 1n D_ Of r- O in D_ CD Z r - LEI "T W ED 0�a1 O .- m .1 The Information an this set of construction documents is to relate basic design intent and framing details. They are Intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York state building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 2 General Contractor to coordinate all sub contractors, scheduling of work, and interaction between trades. 3. The general contractor 1s responsible for ensuring that all work and construction meets or exceeds current federal, state, and local codes, ordinances and regulations, etc. These codes are to be considered as pad of the specifications for this building and should be adhered to even if they are In variance with the plan. I 4. Dimensions shall take precedent over scale drawings (do not scale drawings). 5. The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating With these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans 6. Refer to floor plans, exterior elevations, and window schedule for types and sizes of windows. All windows to be Andersen high performance quality or approved equal. '1 7. Door and window headers to align unless otherwise noted 8. General contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. 9. General contractor to consult and coordinate with the owner and the plans for all built in Items such as bookcases, shelving, pantry, closets, etc. 10. Provide hardwired smoke detectors, with battery backup, on all floors and in each bedroom, verify with local code requirements as per Section R317, New York State Residenfial Construction Code. Install carbon monoxide detectors as per code. II GENERAL FOUNDATION NOTES 1. General contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade 2. All footings to rest on undisturbed soil. 3. Provide i4" expansion joint material between all concrete slabs and abutting Concrete or masonry walls occurring in exterior or unheated interior areas. 4. Concrete on 4" sand or gravel fill minimum, with 64 -10110 wire mesh reinforcing. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor harder. 5 Provide crawl space ventilation per local code requirements. 6. General contractor to install cop-r-tex (or copper) sheet metal termite shields between all wood surfaces that are exposed to concrete or masonry surfaces. 7. Dampproof exterior of foundation with a bituminous coating as per code and soil conditions. .GENERAL _FLOOR NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 2. All interior walls to be covered with M" gypsum board With metal comer reinforcing. Tape, float, and sand (3 coats). 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 requires 2layers of 518", fire rated gypsum board. 4 All bath and toilet area walls and ceilings adjacent to wet areas to have water mRigtanf nvnamm hoardor wall tile set on wandelboard or equal. DESIGN LOAD CALCULATIONS NAIL QUALITY NAIL SPACING ROOF FRAMING 3--g- USE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 8'-0' WALL: 3-8d PER RAFTER EXTERIOR BALCONIES 10'-0" WALL 4-6d 60 DECKS e'-0• WALL3-6tl 40 ATTICS WITHOUT STORAGE 10'-0' WALL: 4-6tl 30 ATTICS WITH STORAGE SEE TABLE 3.7 40 ROOMS OTHER THAN SLEEPING ROOMS SEE TABLE 3.7 40 SLEEPING ROOMS SEE TABLE 3.4 30 BLOCKING TOi RAFTER TOE NAILED 2.6d EACH END CRITERIA FOR CALCULATION OF DEAD LOAD 2-15d EACH END ACTUAL WEIGHTS OF MATERIALS REFERENCED IQ A I ARCHITECTURAL GRAPHIC STANDARDS A. 10 TOP PLATE TO TOP PLATE FACE NAILED 2 -ted SNOW TOP PLATESPAT INTERSECTIONS FACE NAILED 4-16d GROUND SNOW LOAD 451hs. 2-16d 24" OIC HEADER TO HEADER FACE NAILED 16d SEISMIC TOP OR BOTPOM PLATE TO STUD END NAILED 2-1 Ed DESIGN CATEGORY B 3-16d PER 2XB STUD 4-16d WIND BOTTOM PLATTE TO FLOOR JOIST, W IND SPEED 120 mph 2-1 Ed '- EXPOSURE CATEGORY lb GENERAL FRAMING NOTES 1. All walls, 2x4 and 2x6, to be stud grade or better 16" o/c. All other framing material to be #2 douglas fir or better. 2. All wood framing in contact with concrete or masonry to be pressure treated. 3. Provide double floorjoists under all walls parallel to floor joist span direction unless otherwise specified. 4. Provide x -bracing or solid blocking at a maximum of e'-0" o/c for all dimensional lumber floorjoists 5. Floor construction: %" tongue and groove plywood subllaor. Finished material to be applied over subfloor Glue and screw plywood decking to floorjoists. 6. All window and door headers to be minimum (2) 200 unless otherwise specified. All Interior headers to be (2) 2x10 unless otherwise specified. 7. Provide full solid blocking under all bearing walls. 8 All beams to have adequate bearing at each end or as specified 9. All flush beam and joist Intersections to have galvanized hangers. 10. Typical exterior walls and roof to be sheathed with IIS' exterior grade plywood or 7/16" OSB plywood, group 1, APA rated. Plywood to span overall plates and headers 11. Provide insulation baffles at Have vents between rafters 12. Exterior flashing to be correctly installed at all connections between roofs, walls, chimneys, projections, and penetrations as required by approved construction practices. 13 General contractor to provide adequate attic ventilation and roof vents. 14. Provide appropriate soffit ventilation at overhangs. GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements. 2. If wall plates orjoists are cut during the installation of plumbing fixtures or equipment provide bracing to fie framing back together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements. 2. HVAC subcontractor to fully coordinate all system data and requirements with the equipment supplier. 3. HVAC subcontractor to provide final system layout drawing and submit it to general contractor, owner, and equipment supplier for final review and approval. NEW CODE GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residen8al Construction; SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construchon 1. A Continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided. 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 2306 1 shall be installed in accordance With manufacturer's recommendations 3 Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 4. Where windows and doom interrupt wood structural panel sheathing and siding, framing anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening 5 Ridge straps shall be attached to each pair of opposing rafters except where collar ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair of rafters. 6. Uplift connectors shall be provided at each rafter beanng. 7 Floor to floor hold-downs to be provided every 48, and every 16" within N of exterior comers. 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolts having a min, bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 inches of comers and at spacing not exceeding 4 feet on center. F ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS ELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR TRACTOR BEFORE CONSTRUCTION BEGINS NAILING SCHEDULE TABLE 3.1, INC LUDING 3 3 AND 3.9 1995 SEC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINIT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING 3--g- USE RAFTER TO TOP PLATE TOE NAILED 8'-0' WALL: 3-8d PER RAFTER 'jI 1. 6) 10'-0" WALL 4-6d PER RAFTER CEILING JOISR TO TDP PLATE TOE NAILED e'-0• WALL3-6tl PERJOIST TOTAL SECOND FLOOR 10'-0' WALL: 4-6tl PER JOIST CEILING JOISR TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP CEILING JOIST' LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TIO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE BLOCKING TOi RAFTER TOE NAILED 2.6d EACH END RIM BOARD TM RAFTER END NAILED 2-15d EACH END WALL FRAMINIG SEE FLOOR PLANS AND SECTIONS 10 TOP PLATE TO TOP PLATE FACE NAILED 2 -ted PER FOOT TOP PLATESPAT INTERSECTIONS FACE NAILED 4-16d JOINTS -EACH S1DE STUD TO STAID FACE NAILED 2-16d 24" OIC HEADER TO HEADER FACE NAILED 16d 16" OIC ALONG EDGES TOP OR BOTPOM PLATE TO STUD END NAILED 2-1 Ed PER 2X4 STUD WA 3-16d PER 2XB STUD 4-16d PER 2XB STUD BOTTOM PLATTE TO FLOOR JOIST, BANDJOIST,EIND JOIST, OR BLOCKING FACE NAILED 2-1 Ed '- PER FOOT FLOOR FRAMING JOIST TO SILL., TOP PLATE, OR GIRDER TOE NAILED 4-6tl PER JOIST BRIDGING TO JOIST TOE NAILED 2-Btl EACH END BLOCKING T01 JOIST TOE NAILED 2-6d EACH END BLOCKING TOI SILL OR TOP PLATE TOE NAILED 3-18d EACH BLOCK LEDGER STRIIP TO BEAM FACE NAILED 3-1Bd EACH JOIST JOIST ON LEDIGER TO BEAM TOE NAILED 3-6tl PER JOIST BAND JOISTPO JOIST END NAILED 3-16d PER JOIST BAND JOISTT'O SILL OR TOP PLATE TOE NAILED 2-0Btl PER FOOT ROOF SHEATHING STRUCTURAL PANELS 4'PERIMETER EDGE ONE-lB"OIC-B"AT PANEL EDGES Btl AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD INTERIOR ZONE -16 -OIC - 6" AT PANEL EDGES AND 12' ed AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHIEATH ING WITHIN 4'-0' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" PERIMETER EIDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED CEILING SHEATHING GYPSUM WALLBOARD Ed COOLERS 7' EDGE 110' FIELD WALL SHEATHING 4' EDGE ZONE -16'OIC -5•AT PANEL EDGES AND 12' AT STRUCTURAL, PANELS Btl INTERMEDIATE SUPPORTS IN THE PANEL FIELD INTERIOR ZONE - 16" OIG - B" AT PANEL EDGES AND 12' ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIBERBOARD (PANELS 7/16' 6d 3' EDGE 16' FIELD 25132' 6tl 3' EDGE 16" FIELD GYPSU M WALILBOARD Ed COOLERS 7' EDGE 110"FIELD 4' EDGE ZONE -16" OIC -5'AT PANEL EDGES AND 12' AT HARDBOARD Btl INTERMEDIATE SUPPORTS IN THE PANEL FIELD INTERIOR ZONE. 16' OIC -6' AT PANEL EDGES AND 12' ed AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FLOG. 6HEARHING STROCTURAL PANELS -1"OR LESS 6tl 15' EDGE 112' FIELD ' NAILING REQUIREMENTS ARE aA6Ea ON WALL SHEATHING NAILED B" OIC AT THE PANEL EDGE. IF WALL SHEATHI NG IS NAILED 3' OIC AT THE T PANEL EDGE O OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNE - WHENWALIL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCEITO IaiSd NAIL PER FOOT SOU1}IOLID BUILDING DEPARTMENT CRITERIA 1CUPANCY CLASSIFICATION R-3 RESIDENTIAL -SECTION 310 BUILDING CODE N.Y.S. 3--g- USE DWELLING UNIT -SECTION 310-310.2 2IfIGHTr SLIGHTTO MODERATE 'jI 1. 6) 3 RRE ALREA (sf) G f TOTAL FIRST FLOOR FLOOD HAIZARDS WA TOTAL SECOND FLOOR 4 TYPE (OF CONSTRUCTION TYPE 5B; WOOD FRAME, UNPROTECTED 5 DESIGIN CRITERIA PRESCRIPTIVE DESIGN -1995 HIGH WIND EDITION WFCM 6 FP2AMIING ELEMENTS SEE FLOOR PLANS AND SECTIONS 7 DESIGIIN LOAD CALCULATIONS PAGE B WINDmW AND DOOR SCHEDULE PAGE 9 LOAD IPATH SEE FLOOR PLANS AND SECTIONS 10 I1,AIUNIG SCHEDULE PAGE 11 EGRESS SEE WINDOW SCHEDULE 12 FLUME3ING RISER DIAGRAM PAGE 13 FIRE FOROTECTIONSEE FLOOR PLANS 141RUSS5 DESIGN DRAWINGS WA CLIMATIIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERIING SEVERE FROST LINE DEPTH 3--g- TERMITE MODERATE TO HEAVY DECAY SLIGHTTO MODERATE WINTER DE -SIGN TEMP. 11 ICE SHIELD) UNDER- LAYMENTR2EOUIRED AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE FLOOD HAIZARDS WA W Z � Z W Ci W J W 10 �o W IDI W o U) O o Z Z n WV r W ,t R fit! ca LU Z W U O Z_ 0 O O J lL O Z LU U 0 It O _6 W Q a t P J LL a OL a - mm K U Q T O m D m 3 F N O a a a _ _-- -- W w LU __- j3 0 2 R W a ci I Ll SOF EwY 0 L ,CP !.DE. � O L I - �.. ��VA11G .. e�� c0 9�pS '��^ aa CdLu p 0%9 9AF. NX, f ax 1 ~1, N 0 a a v 2'i G'I r. N C>)3N1 I �ilv 41 k'1Q9A42x°NII/Uakll 71Wn �4'L'ANIt I' L'I�T j 151q1�a Noa1 -I I° w - _ �1 3I'I4rxn�/gl �I �}IALIL,iki FLUSH NDe �� I 1 S L R +214Ive_W O 22r4Po O� O O �o_Gos�,J _2' vFREUN GXWeS fw5 . 1 a T lo_wPGP- � � � c�lLIMD� _O I�µ Woon r -A OIJE NEA a1'�I =p C� o > v Gw-r I�ocr I ��•n,4PosT 0 3 -Ccplq r HT.IP�'•OI'�, g'2AeosTo' 2.1e�"x flora"No2 . =pl 3.2x4.Porli raw a•i2r4Porrl' �1 �_�N:i�_yuuq ie��zM =g 2.�rw2a�l��5urxnxf I dl.11,l•IIJ.C} ��'� i !-rlL;rWAO pHl, �CJJS ILLlphl M up— GEILINq IiC GI of -r G�u-� ��Y�,ggL� 31d1r'e_ Ul�_2_DHT2�la � I 21'Iq+T� 1�Mp'�ZI.4c�Y�lI.1gU E. Qi'2v10_NDR_ - 2 q 2 x Ip R R a l l°"J C 0 �I� J tIR of b W1510 2��0 �l Q1.d 4"" /al. Pjl Co' _ ON{Ibto 3ab IBS*_ rw rWUI= 1�:I d °SALE 1141- II all 12.2_x10µoR-� —Il.gll -L IpI SII �I,�II hI, 011 m J.o' N ac 2,1314"k IIS/�Lu1- b V F�-W IN Q1Kl�p�02 �)/a lel6jlo� vEldc�estn kj1 tl,cd'_d y' c�' 0 - tc' a d y - ��i �EGrou1J. I �3 In n ,�liIaIIGE _ �sREFQ w.0 /�o�a cA �f cue wlua Z' V fk;URs �I F16ERC"lAr cuI11Mti� ,y tI.rj}I B"5r. o� _2vr�c.Je"to" o.c. 2 RFI°°off �'Sj^psi s d _ �A Q o- �Ci�lr_6n-,•�r-r � m 21''ZI-11'IDI� c� 1 e'. otl C! n 2 Y� Ln-(FeP•L 1 OoTC A-L.NEAPER -t0 Be 2.2.10 UIJLEss c�T!�trp-k115F_ I-Icr(Eb 0 F 9 � o r 4 e 2 p� W r m iE k Its LL Y 2 0 0 Q o 0 3 0 R W o 54j 0 0 w a a "I �C, _/bGa�1 R)LL ¢ tl/ IpG �tl jh x t�!5� C C V -W� 3 2x10 NEADEQ. cl N 12.2_x10µoR-� —Il.gll -L IpI SII �I,�II hI, 011 m J.o' N ac 2,1314"k IIS/�Lu1- b V F�-W IN Q1Kl�p�02 �)/a lel6jlo� vEldc�estn kj1 tl,cd'_d y' c�' 0 - tc' a d y - ��i �EGrou1J. I �3 In n ,�liIaIIGE _ �sREFQ w.0 /�o�a cA �f cue wlua Z' V fk;URs �I F16ERC"lAr cuI11Mti� ,y tI.rj}I B"5r. o� _2vr�c.Je"to" o.c. 2 RFI°°off �'Sj^psi s d _ �A Q o- �Ci�lr_6n-,•�r-r � m 21''ZI-11'IDI� c� 1 e'. otl C! n 2 Y� Ln-(FeP•L 1 OoTC A-L.NEAPER -t0 Be 2.2.10 UIJLEss c�T!�trp-k115F_ I-Icr(Eb 0 F 9 � o r 4 e 2 p� W r m iE k Its LL Y 2 0 0 Q o 0 3 0 R W o 54j 0 0 w a a _/bGa�1 R)LL ¢ tl/ IpG �tl jh x q C C V -W� 3 2x10 NEADEQ. cl 2 '2 xIDFIDp k 5 r9 � C! �CnIIRaL7NHULIgNa"�I ti.. 12.2_x10µoR-� —Il.gll -L IpI SII �I,�II hI, 011 m J.o' N ac 2,1314"k IIS/�Lu1- b V F�-W IN Q1Kl�p�02 �)/a lel6jlo� vEldc�estn kj1 tl,cd'_d y' c�' 0 - tc' a d y - ��i �EGrou1J. I �3 In n ,�liIaIIGE _ �sREFQ w.0 /�o�a cA �f cue wlua Z' V fk;URs �I F16ERC"lAr cuI11Mti� ,y tI.rj}I B"5r. o� _2vr�c.Je"to" o.c. 2 RFI°°off �'Sj^psi s d _ �A Q o- �Ci�lr_6n-,•�r-r � m 21''ZI-11'IDI� c� 1 e'. otl C! n 2 Y� Ln-(FeP•L 1 OoTC A-L.NEAPER -t0 Be 2.2.10 UIJLEss c�T!�trp-k115F_ I-Icr(Eb 0 F 9 � o r 4 e 2 p� W r m iE k Its LL Y 2 0 0 Q o 0 3 0 R W o 54j 0 0 w a a v � (SEE vliq) �'-�'SlusUl/4 h _ 'h•%11.4'/atl 1F CYw¢ �LW*1 I�D4 ` I U I � � I � Q IF I f r rI �nl I i II I��I III GI.3j1 I II 0'D yq��.0 b –1i, 211 1� PIC r rfiIBC� '� o J -y �Y16I,EIJQ��1 �,9L�1)?t7NU!Y� f�U I ;P,1,-1 1( -;.1 a° 1 G', 41 SII -1-T — — - - — 1_ ILS L I . -�2'�d'+- �J�li4'Iv91/2U/Lg12.DER V J' r} �ZI coWMNI.IAI� III, � _ O G 7 24 x21 I' PG F� tJ I a0I I a' p u cl4 - ---C'I �I-6 � -I I' ' 1 3 1 8. � rL� 1 13'k • IT 11% UP Imo- �- LVLGI6DE — — L-- - ---- — — — —�2x10LePL1152PPP �p -I O HJIJ�,r o / g/?��G R (i �'2x100j1efJEK. I ArbovE_ P1 12'0' Is' dl GI'ktd'I�cgL1 / d'Soti alt1, 2'�r��x2'd�rLd' PG F—r Jp ON Ch1 op L l0101\. �,.�/G' of ki ;P LLPOaG{.efaUqua_tv_6r,/ IS J a c — w =o QA — 2xgFf, Ch1 op L l0101\. �,.�/G' of ki ;P LLPOaG{.efaUqua_tv_6r,/ IS I I I N VC),c 1 0/ --- 7` -- qlokj L LL e IN \0 10 411 -Ll j (dl - I f:" Lr" _c s ' 3. IVY kl I%1 FUaSN 14M ��o-Pa9T,J _2 nJ cR W 1211 Ng-� iL,1 852 2[n'. 211 [AA PuklG e 11o°ur lkl/I(I�'),f,41a° L4'LHDP.I' �. 411 -- 5,v1— � � •2oraB ----�--- 1 � Q = F fAGT�IL PSII -'tY+ I�'o-W 4'2r4as O rPFIU P)XV 2xFR°5T_ - 3'2x t - 1n P�ALGU-1 y ASwE — Iql'�° 2,2a4P°sT 41' 1 - 4� d1 - C - _�G�u.��}{-�._IP�l,pll>) g•2*4vosT.�' =r� I oL '� 41•N U� (al• 4j1 [1� WL4o•11V?�leh'p�.1 I -*x4ftT ry-t 1:?L A d -'ALE 11411c Iloll f � �It'xl� -jUl �'a �i.11611a1 v � w/eum�ernuu.v� _ '2'j 4 3'a�l ---- Co� - art(Islo wl Sob �— 101q - - - ✓Iv,/ot�Pelro°- _°� 3'2xlo•HC (2x10 HFADEP. N. ly 2,'2.x10 ND¢ A 9 .9 g�x� d- ' �,Cc11kNL-j lI L�OLIq,uQi,,«��'I 2 •2xlo�loc� {��l�1 s>I, fpll ml, dl Toll - 121,�II .r I r Q ve) I.A n, -,L 2, JR5le 16:J10 N ErI CA r �3'vwuLL 1 Q'(oul�-IIGE �LREEU FHI-1FL t2, 2x Bc.T PPO i\4- dt _I SII �I, SII J, Oil -- — — If 67 4i1 -------- - ----------- N OaTr 1 ALL-NrAPEiz -to Be 2.2x to UQLEcr cajIrImise �arFb 0 A x 3'2x4 POST LIL'�GEILI LIG -Z7t4 - Luol l I G 11 11 .G. [-dal - rwAO ivNAVr-(-LIQ { Cl�lu ' Pc F)N - 31aloE- W/ 2 -PHI gela / 3'2xlo cHlLl�lG . ql o' -� m- 3NI, . VMMu+,��z wqu �. �,2x1o_NbR r ilk I 12xlnR2elrl,��oc LIG ry-t 1:?L A d -'ALE 11411c Iloll f � �It'xl� -jUl �'a �i.11611a1 v � w/eum�ernuu.v� _ '2'j 4 3'a�l ---- Co� - art(Islo wl Sob �— 101q - - - ✓Iv,/ot�Pelro°- _°� 3'2xlo•HC (2x10 HFADEP. N. ly 2,'2.x10 ND¢ A 9 .9 g�x� d- ' �,Cc11kNL-j lI L�OLIq,uQi,,«��'I 2 •2xlo�loc� {��l�1 s>I, fpll ml, dl Toll - 121,�II .r I r Q ve) I.A n, -,L 2, JR5le 16:J10 N ErI CA r �3'vwuLL 1 Q'(oul�-IIGE �LREEU FHI-1FL t2, 2x Bc.T PPO i\4- dt _I SII �I, SII J, Oil -- — — If 67 4i1 -------- - ----------- N OaTr 1 ALL-NrAPEiz -to Be 2.2x to UQLEcr cajIrImise �arFb 0 A