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HomeMy WebLinkAbout35241-Z Town of Southold Annex 2/11/2014 P.O. Box 1179 54375 Main Road 'J6 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36758 Date: 2/11/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 55 Cox Neck Road, Mattituck, SCTM 473889 Sec/Block/Lot: 113.-7-19.23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/29/2009 pursuant to which Building Permit No. 35241 dated 12/29/2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with rear roof decks rear slate terrace, covered front entry, unfinished basement, indoor swimming pool and attached four car garage as applied for. The certificate is issued to James J Bissett, III (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-05-0003 2/5/14 ELECTRICAL CERTIFICATE NO. 05-0276 2/9/06 PLUMBERS CERTIFICATION DATED 11/30/06 Sh e To Shore Plumbing Autt ed ~(gnatAP6 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. 35241 Z Date DECEMBER 29, 2009 Permission is hereby granted to: JAMES J III BISSETT PO BOX 386 HOLTSVILLE,NY 11742 for CONSTUCTION OF SINGLE FAMILY DWELLING W/ATTACHED 4 CAR GARG.,INT. POOL,COVERED FRT ENTRY REAR ROOF DECK AS,APPL. FOR REPLACE EXP BP# 32241 at premises located at 55 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 019.023 pursuant to application dated DECEMBER 29, 2009 and approved by the Building Inspector to expire on JUNE 29, 2011. Fee $ 3,831.90 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ~sa`1 I PERMIT NO. -9?-34? Z Date JULY 26, 2006 Permission is hereby granted to: JAMES J BISSETT, JR PO BOX 386 HOLTSVILLE,NY 11742 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTACHED 4 CAR GARAGE,INTERIOR POOL,COVERED FRONT ENTRY & REAR ROOF DECKS AS APPLIED FOR. (REPLACES BP #29941-Z) at premises located at 55 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 019.023 pursuant to application dated JULY 21, 2006 and approved by the Building Inspector to expire on JANUARY 23, 2008. Fee $ 3,831.90 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 3~K1~ PERMIT NO. --2-9494T Z Date DECEMBER 12, 2003 Permission is hereby granted to: JAMES J BISSETT JR PO BOX 386 HOLTSVILLE,NY 11742 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED FOUR CAR GARAGE & INTERIOR POOL, COVERED FRONT ENTRY & REAR ROOF DECKS AS APPLIED FO at premises located at 55 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 019.023 pursuant to application dated NOVEMBER 12, 2003 and approved by the Building Inspector to expire on JUNE 12, 2005. Fee $ 3,831.90 ' Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of 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 Fite Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2110 of 1% 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25 4. Updated Certificate of Occupancy - $50.00 5_ Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 l Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: _r_S COA `U t C,&~ / 70,U- House No. Street i Hamlet Owner or Owners of Property: _ tf3>sk Suffolk County Tax Map No 1000, Section /1.3 Block 7 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 15-6 pplicant Signature 1W I Electrical Inspectors, Inc. Cert(firntcHumber: 05-0276 "y 306 Fast Meadow Avenue East Meadow, NY 11554 Municipality: Southold, Town Of E • 00icc: (516) 794-0400 (631)396-7474 Inspector. 124 Fax. (516) 794-5654 Issue Date: 219/2006 r•° Wcbsite' www.clcctricahnspsxtorscom Emcd. mfuLmelwuiculnupccwrs.cum Mail To Property Address: ~r ` DKB Electric v Donald Barbera Bissell: y+ 34 Balin Avenue 55 Cox Neck Road d South Setauket, NY 11720 Mattituck, NY 11952 ;e License: 361 I6 ME ELECTRICAL APPROVAL CERTIFICATE Pmmttl ApplicanonN: ' Section. 113 Block: 07 Lac 19.23 AREAS LIS'T'ED BELOW ARE APPROVED BY INSPECTION AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE No visual defects were found tur the electrical inspection provided. No obvious unsatisfactory conditions va rm found in the areas herein below only 33 2 F ResiAearad Inspection Full Unfinished Rarmnent First Floor: J Bathrooms, Bedroom, Deck. Dining Roonr. Fancily Room, Foyer. Hall, Kitchen, Laundry Room, Living Room- Parch 4 Car Attached Garage, Second Floor 4 Bathrooms, 4 Bedrooms, 2 Halls, Master Bathroom, Master Bedroom, Office. Sun Room, 6 Walk-in Closets 120- Duplex Receptacles, I- 20Anep Warming Drower. I.10Amp Wine Cooler. 6- Single Receptacles, 2- 2OAmp Appliance r. Receptacles. 12- S'arake Ileeeeiars. C0 Alarm First Fluor, 2- CO Alarms Second Floor, 77 ,Switches, 9- Dimmers. I- SOAmp Oira I- Gas ("oak Iup I- Oishu:nvher, 143- Remrs d F.vuras. 32- Ineandesre i Finurer /A. Wall Stances 2- 50Amp AT Condenses, 4- 40Amp Al(' ('ondensors. 2- JOAmp AK' Condenses, 17- Hem Fractional Motors Indoor In Ground Pool. 2- Incandescent Fixtures. I- JOAmp Sub PanebtCkts/4 Used, 2- Switches, 2- Motors. 13- Sauna, 1.2 M1 Pole SOAarp Circuit Feeder 600Amp Single Phase Underground Service Upgrade/CB/1 Merer, 200Amp Single Phase Main Pamd140Cka130 Used. 200Amp Single Phase Main PaneI14047kis20 Used, 200Amin Main Disconnect, 100Amp Single Phase Sub Ptmel/l2Ckis1I0 Used, I00Amp Single Phase Sub Pnne1112Ckid12 Used. Rough 01'14105 a E final 02108106 e 1 fi s 1414. Not volid unless signed by Age an (//r /(rf~~ ~j r;/Gd/L(,' authorized Ell tl Agent Richard M Bivone Philip E. Orichring $ President Chiel' Electrical Inspector x•,k e 1 4 f NOV 30 '06 10:05HM SOUTHOLD BUILDING 631 765 9502 P.1 ":'own Malt, 533095 Main Road ? Fax (631) 765.9502 P.().. Box 1179 Telephone (631) 765.1802 S(wthold. New York 11971.0950 BUILDING DEPARTMENT TOWN OF SOUTHOLD CE.9TI1'ICATION Datc L wilding Permit No (Please print)0 Plumber: (Plesase print) r 1 certify that the solder used in the lvatcr supply svstcrn contains less than 2110 of 1% Jead lumbers Signature) Suwom to before in-- this day of dBcde+?~ 3(1410 1Votatry Public, f %oun'tv ROPERT R. R,SQ,~pISChhYMk ma. 494r"15 Term [>,Pw Awlt 31, O NOV-30-2006 THU 09:39AM ID: PRGE:1 765.1802 BUILDING DEPT. INSPECTI [ ] FOUNDATION 1 ST [ 40ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: f t DATE l~ 7 D INSPECTOR I 765.1802 & VT 4 BUILDING DEPT. INSPECTION L~ titer [ ]FOUNDATION 1ST opm' [ ] FOUNDATION 2ND [ ] INSULATION [ ] FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION,. 7 [ ] [ l REMARKS: r DATE / ~S INSPECTOR / 3sa~l owl z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: a*- Ley ~ae~ aAe C~i DATE INSPECTOR " ' 35 a~ oa,-OFSWTyO6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING/ STRAPPING [ FINAL _ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE CTION REMARKS: & DATE INSPECTOR ` ~4'L yC ~S. o a C • co) , 3 S a ~o~~oF W& 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: 04- DATE I '2 ^ 0 INSPECTOR of SOUr'yo6 f ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. TION [ ] FOUNDATION 2ND [ =FINAL FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:-cant DATE INSPECTOR ` Robert James Higgins f Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 _ 631-208-3351 12004 Town of Southold Building Division P.O. Box 1179 Southold, NY 11971 October 28, 2004 RE: Bissett Residence Cox Neck Road Mattituck, NY Dear Building Inspector; On October 28, 2004 I visited the site to visually inspect the foundation, damproofing and strapping inspection as requested by the Contractor. Upon reviewing the work on site I hereby attest that to the best of my knowledge, ability and professional judgment the Foundation, damproofing, wind load fasteners, strapping and connectors installed in the field meets the New York State building Code of 2003. cQ°~~ ,,t^g~ea+ m Respectfully yours, Robert James Higgins, Al _+"""'~•++'vi iM1.11V1f AL Ya1M L CO _ FOUNDATION PSI) FOUNDATION MW) rCa r z Rou(m G & YT.U1118~7G ~ ~ D a- ~ INSOLATIONP'&RN. Y. STATE ENERGY CODE Lil- i 3 . SDUL _ pZ Sc a t / ONAL COQ _ -1b-11 O 0 W y - o d T0WiNOy_B5_@3 pjLgPN SOUTHOLD BUILDING 631 765 9502 P.1 BUILDING DEPARTMENT 13UILDINO PERMIT APPLICATION CHECKLIST TOWN HALL Do you have or need the following, bahw a~ SOUTHOLD, NY 11971 Board of Bea di TEL: (631) 765-1802 3 sns of BuWi ig Plan FAX: (631) 765-9502 PLa ung Board approval www. uorrhforlc net/Southold/ PERMrf NO. Survey Check Septic Form N.Y.S.D.E.C. Contact Approved 20LU- i Dlaapproved sic Mart ro: Expiration, 20 Phoee: Buildingtulding Inspector APPLICATION FOR BUILDING ]PERMIT INSTRUCTIONS 20_~'a R. This application MUST be completely filled in by typrw"tar a in ink and submitted to the Building meta of plans, scams" plot plan to sale. Fee according to sohedule. Inspector with 3 b. Plot plan showing location of lot and of arms, and waterways. buildings on premises, relationship to adjoining Premises or public streets or 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 wIU issue a Building Permit to the appliemt. Such s permit shall be kept on the premises available for inspection throughout the work. e. No building shell be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of occupancy. Every building permit shall w*o 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 maoted in the interim, the Building Inspoctm 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 purmam to the Building Zons 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 applicant agrees to comply with ah applicable laws, ordinances, building _code , housing reg tint gid l~eetionein d n to ad it authorized inspectors on premises and in building for necea im i G , and to admit scary peet'ons. ~ (Signature of applicant or name, if a eorporadon) nailing address of applicant) State whether applicant is owner, lessee, agent, archit tec, engineer, g entsal contractor, electrician, plumber or builder 47 G?'1 cl Name of owner of premises 7CA. r t 13/,s-('G JU04/- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name end title of corporate officer) Builders License No. Ta . Plumbers License No. Electricians License No. Other Trade's Incense No. _7 Q 1. Location of land on which proposed work lvill be done- t- ouse Nutnbq Street eC ' v r T(iC!// Ham 2 let CountyTax Map No. 1000 Section /i3 Block © -Lt: r „Z 3 Subdivision___ 1L/ Filed MaP No.-- i /a f/C ~ a r(cJ I < La NOV 06 '03 01:25PM SOUFMOLD BUILDING 631 765 95M P.2 2. State existing use and occupancy of premises and intettded o cy of proposed =&act on; s. Existing use and occupancy In. Intended use and occupancy - Qes, ~ -fart 3. Nature of work (check which applicable): New Building ? Addition Alteration Repair Removal Demolition Other Work 4. FstimatedCost Qe)Q Fee (Damption) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each door If garage, number of cars 4o 6. If business, commercial or mixed occupancy, specify nature and axtent of each type of use. /y 7. Dimensions of exietin structures, if say: Front Rear Aepth Height Number of Stories r Dimensions of as a structure with alterations or additions: Front ~ Rear Depth ~It Height A/li Number of Stories N r _ S. Dimensions of entire now construction: Front /00 Rear ZL, Q Depth Height 3 Number of Stories 1 ray a , _ i~'~ay6' ep*b $8 9. Size of lot: Front ? K Rear 10. Date of Purchase P74 Name of Fomter Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or,regulation? YES NO / 13. Will lot be re graded? YES_ NQ/ Will ~exxcess ffiI be removed from premises? YES_ NO 14. Names of Owner of pprremises Z4 -rs [2 t 1SC 1 Address & e, Phone No. J ~G SD-f y~~ Name of Architect Tan.cs Higrms Address t, 44'14e r River `Phone No 33 S Name of Contractor-ice e-c j C2flfrYtt- Address dPefe- Phone No. / OJ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wadand? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. In. Is this property within 300 fat of a tidal wetland? * YEB NO-j2K. • IF YES, D.H.C. PERMITS MAYBE REQUIRED. 16, Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF SU ~t C-e S ?I /1 f~ being duty more, deposes and says that ra the (Name of individual signing contract) above named, (m)he applicant /l- (S)He is the tT firA C I- Con V e'.40 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this Application; that all statements contained in this application are true to the beat of his knowledge and belief, and that tho work will be performed in the msuner set forth in the application filed themwith. Sworn to ycf'ore me this "W day of ~ V. 20 03 Notary Public Sigoetumnof Applicant Joa a Fagan i f Notary Public, Suffolk , County, W #01FA499177 Commission Exp. 2-1 9 2003 Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Town of Southold Building department 12-8-03 Dear Pat'; Enclosed are 3- new sets of Bissett Residence in Mattituck with the appropriate revisions as per you're request, along with 3-sealed copies of the swimming pool. Please note that I have decided not to use trusses in the pool area. I have changes the trusses to conventio framing using Laminated veneer lumber beams and ridge beams. Sincerely;' Robert Higgins AIA Architect "'veins ARCHITECT 631 208 3351 Robert Him Architect ~ P. 01 50 Hidden Aire' Path Wading Ri*r4 I #y 11792. 631-208-333I December 12, 3100, RE: lames PwPosed udance mad Town of SoutWd:. BuiJd;ng DgwtMC t i Dear pat; ~ . ' ~ fonyour ww , Ian US tNs ktter c, tO YOU to as a clarifiptipi for is The Average p ridge shad be 4~ sMde of3 t~ tlnowt between the soffit and thou , Residence. feet in height for the propped Bissea i„ S' t A~ ` DFNF~~6 v L t++ J itect 9:I JaalCi B Cc: Ntktl# dome des l.:r u x>..;•~:. ~.aYtlk • rib: ~o~aOF SOUIyo~ Town Hall, 53095 Main Road Fax (631) 765-9502 P.O. Box 1179 d+ Telephone (631) 765-1802 Southold, New York 11971-0959 • ~O `yCOUrm, BUILDING DEPARTMENT TOWN OF SOUTHOLD July 18w, 2006 James J.Bissett Jr. 323 Long Island Avenue Holtsville, N.Y. 11742 RE: 55 Cox Neck Road SCTM# 113 0007 019.023 Dear Mr. Bissell, Please be advised that your Building Permit #29941 issued December 12th, 2003 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $3831.90 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. OF SOUryolo Town Hall Annex i, Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 • O Southold, New York 11971-0959 Q coulm, BUILDING DEPARTMENT TOWN OF SOUTHOLD August 17th, 2009 FIRST NOTICE James J. Bissett II 323 Long Island Avenue Holtsville, N.Y. 11742 A VVV n O v RE: 55 Cox Neck Road SCTM: # 1000-113.-7-19.23 Dear Mr. Bissett, Please be advised that your Building Permit # 32241 issued July 26th, 2006 and Building Permit # 32291 issued August 15th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $6708.90; at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. BP# 32241 NEW DWELLING $3831.90 BP# 32291 ACCESSORY HORSE BARN $2877.00 OF SOUlyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road H Fax(631)765-9502 P.O. Box 1179 • O Southold, New York 11971-0959 Q ~yCOUNTV, BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE October 27th 2009 James J. Bissett II 323 Long Island Avenue Holtsville, N.Y. 11742 RE: 55 Cox Neck Rd. (Alterations/Alterations) SCTM: # 1000-113.-7-19.23 Dear Mr. Bissett, Please be advised that your Building Permit # 32241 issued July 26th, 2006 and Building Permit # 32291 issued August 15th, 2006 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $ 6708.90: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, 5OUTHOLD TOWN BUILDING DEPT BP # 32241 NEW DWELLING $ 3831.90 BP # 32291 ACCESSORY HORSE BARN $ 2877.00 u pF SOUTyo6 Town Hall Annex Telephone (631) 765-1802 54375 Main Road H Fax (631) 765-9502 P.O. Box 1179 G Q Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 18th 2009 James J. Bissett III 323 Long Island Avenue Holtsville, N.Y. 11742 Re: 55 Cox Neck Road / Violation SCTM# 1000-113.-7-19.23 To Whom This May Concern: Your BUILDING PERMIT # 32241 issued July 26th, 2006 dt BUILDING PERMIT# 221 issued August 1V, 2006 have been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Please see copies of referenced Building Permits. Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $6708.90: to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Rv„' C ullylYpurs, Damon Rallis, Zoning Inspector Southold Building Department hO~~pf SOUlyolo Town Hall Annex y yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 G Q Southold, NY 11971-0959 Comm N BUILDING DEPARTMENT TOWN OF SOUTHOLD September 21, 2011 James Bissett, III 323 Long Island Avenue Holtsville, NY 11742 RE: 55 Cox Neck Road, Mattituck NOTE: Amended plans for all changes as requested by Inspector on 1/6/05. TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 35241-Z New Dwelling LPA Architects, LLP A R C H I T E C T U R E P L A N N I N G August 30, 2013 Town of Southold Building Department Town Hall Annex - 54375 Main Road P.O. Box 1 179 Southold, New York 11971 Re: Main house 55 Cox Neck Road Mattituck Permit # 35241 To Whom it may concern, A visual inspection was made at the above location on August 22, 2013 to document changes made from the original file plans. The attached plans reflect the current as- built conditions found at the project site. Based on a visual inspection and to the best of my knowledge and professional belief, the existing structure, including the framing, is in conformance with the Residential Building Code of New York State. ~I SEP 1 9 2013 I ,I e EED AP ~PIE`Ny Lemmen Paul Associates, Architects, LLP 21 Greeley Avenue Sayville, NY 1 1782 Tel: 631.589.29 14 Fax: 631.589.6935 www.lpa-plans.com -TOWN OF SOUTHOLD PKOPERTY RECORD CARD r.f1~ OWNER STREET j5 VILLAGE DISTRICT SUB. LOT S5°~ ~ rr f FORMER OWNER MolriYiPI N f E ACREAGE Wt Y4 5 Y S / ~r W TYPE OF BUILDING l~"L{ I-( (C. T ht 1 N-t IG tC~i RES. f ~d SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS / DDS J q I - 2149 s 'S { s Y D lOo a a ~''oU z /P , 4z,#4-+- - Ootnve-, -66a, k- - 7337 a Ya°~ /p !D a ~G0 D a(-0 a- a 717(o Iy - 7 4574 Z019 -.St ij -~m 1 ' -r ; 4Z 'r B COND 4 _ loo6afs 1:1 _ t q. ,c . NEW NORMAL BELOW ABOVE TAC~E TER - 52 1 Farm - -Acre Value Per Acre Value F O TAC~E~ R D } Tillable 1 J BULKHEAD :7-u= 2000~ Tillable 2 DOCK Tillable 3 / YJ -74 Woodland l~.l Swampland Brushland House Plot Total Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: E:\bissett\energy.cck TITLE: Bissett Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 09/19/03 DATE OF PLANS: 9-03 PROJECT INFORMATION: Mattituck NY COMPLIANCE: Passes Maximum UA = 1508 Your Home= 1347 10.7% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 4100 30.0 0.0 144 Ceiling 2: Cathedral Ceiling (no attic) 2150 30.0 0.0 73 Wall 1: Wood Frame, 16" o.c. 7500 19.0 0.0 361 Window 1: Wood Frame, Double Pane with Low-E 700 0.350 245 Door 2: Glass 740 0.350 259 Door 1: Solid 48 0.400 19 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 5280 38.0 0.0 137 Floor 2: Heated Slab-On-Grade, 2.0' insul. 135 5.0 109 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with t 1 ° r Builder/Designer Date J. ~j. 2 tc°®~ cn~~Cl ,r za ..•,sC J MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic DATE: 09/19/03 TITLE: Bissell Residence Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: l I Windows: [ ] I 1. Window 1: Wood Frame, Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] 1. Door 2: Glass, U-factor: 0.350 I # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] I 2. Door 1: Solid, U-factor: 0.400 Comments: I Floors: [ ] 1. Floor 1: All-Wood JoistIrross, Over Unconditioned Space, R-38.0 cavity insulation Comments: [ ] I 2. Floor 2: Heated Slab-On-Grade, 2.0' insulation depth, R-5.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that I covers the exposed (above-grade) insulation and extends at least 6 in. below grade. I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly I with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a I 3" clearance from insulation. I I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ 1 Materials and equipment must be installed in accordance with the manufacturer's installation instructions ( ] Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I 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-2. Insulation is not required on return ducts in basements. I Duct Construction: [ 1 I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in. w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a valor retarder. [ 1 I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting noncombustible fireplace doors. ( 1 I 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. I Service Water Heating. [ ] ( Water beaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: ( 1 I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation 77tidmess for Circulating Hot Water Pipes Insulation Thickmess in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation ThicknessforHVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Taw Range F 2" Runouts V and Less 1.25' to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) . - i 2003 O gI .8 Y } - 0" 30' 10" w Z z O Z O Ln O p W } y QQZ O O t/'1 d ~ ec m ro rn m A fo FILTER FROM FILTER O_ FROM SKIMMER FILTER AND PI NNM PLAN r0 REMS fO WA5t CA5T-IN-PLAa PLUMBING SCHEMATIC CONC. 5V5 v x. SECTION A o 2" to k" 5,W DoffOM 10" , WA1EV LK CAME O 't } Pal, W FOAM IXTWN ` tt~UU Z LINER A`~LONC~fE A N ~ m 41. .o O i a L'1 d FORM IT5 NOTES 3500 P5 70 ~D CONCfE VINYL Lwk Z 5fRUCT1 15 DES GNED FOR USE 6ELOW 6M P1~7 MY IN ACAS W7 ERE iFE 2" f0 k" SAN7 a Z GROIW WATER fA3LE 15 A MINIMUM OF 4'-B" DELOW Tl'E FROP0~0 FINI5WD Q?16m. O V Z O 2, f3ALKFILL WTH CLEAN EARM, FREE Of ROOf5 AND M R15, 00 NOf ALOW TIf Z l Q ~ N FVCdlf of DAXILL fo EXCEED TIf f IGFf OF fI E WATER IN fFE FOOL 13Y Ep qR O = LL M MOFE TI-M 8", OR TFE WATER r0 EXCEED PAWLI, 6Y MORE TI-M 8". c~~ ~j cS 0 V m Ld m 5. WALK5 fO M SMOOTH, NON %ID M, 5.0PED AWAY FROM POLL ~tj \~yN Q D 9. WATER 015FO5AL SHALL 6E LIMITED fO OWNERS PROPERLY TO %If LOCAL eCdLAnoN5 WALL SCI. 1 ION r 12-04-03 N~91~ 74 OF NE`N Young & Young ZI 400 Ostrander Avenue, Riverhead, New York 11901 ~ 631-727-2303 Howard W. Young, Land Surveyor Thom" C. 1 t, al Engineer ge Robert ert C. C. Tast. ust. Architect scapg Ronald E. PjvA1, Landscape Architect \ w or FONojor oP \ ?-Obert No N 9eniso p,. or ~orr \ nOW O -Jo4ormhnSOfSOO on A' 0° n 1d G' 3onns '5 505 k2ya+ ~.S o 0 \ \ ~F o\otor\P I ° SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OFCONSTRUCTION FOR A &INGLE FAMILY RRQTDrNNCE ONLY q o \ N~~3k`O o ti s DATE I~' - -03 HS REF. O, K I /,A ` +p1 1b ~ P APPROVED FOR MAXIMUM OF B RO MS 0.G 1 1 S is EXPIRES THREE YEARS FROM DATE OF APPROVAL is m 0`. is w s "pe" P Y \ ~ 0 0\1\. `@° i " y y Ali ~ 3 ~ 3 m o~r~o ~ee .ga eta O ~ ee w ~ p o a ~y 9gQ~Qy Q, oa ~ TO v y0-- O a~~a aia E 1aog9 9h w 5\904-'",.~ i 1 0 F pM 0{i{t\JEW~'Y . 0~9 ~-'ppp I - _ - _ s 5~~ 1 a NO 500 v e. S pOa F 9101 1 - ° O 9 i NN ifil G y;~, N 7=y6~ XA ~pW b~pF Is~~ i G~NU~ Mfr( NOTE AREA = 36.9635 ACRES may, • VERTICAL DATUM = N.G.V. DATUM (M.SL. Ig2q) • INTERIOR ROADWAYS I CULTIVATED NURSERY NOT SHOWN O • TH15 SURVEY WAS PREPARD UTILIZING OFFICE DATA, AERIAL PHOTO t FIELD SURVEY. O N ~ -a TEST HOLES ARE FROM SUBDIVISION MAP - "LONG MEADOW ESTATES" PREPARED BY FE60NIC SURVEYORS P.G. IN IggO. TE5T HOLE #1 TEST HOLE #2 TEST HOLE #3 3 9m 0 OA' OA' 00, Sj~ s TGPFAIL TOP901L LOAM F ID' 3A' 9N 1\ SURVEYOR'S CERTIFICATION D' LOAM LOAM \ 9 F 001 4P' 40' N SANG i SANW CLAY GRAVEL \ A 60' 60' SA. / f\ Tg N NEWy LLAY GRAVEL S,5 ~P u•/' Fb yST E6 ' GRAVEL E A~ \ N O GRAVEL m HOWARD W. YOUNG, N.Y.S. L.5. NO. 45593 k 45893 ITD' I1.0' "a \ S~LAN9SVP~ aR now or formerly s o NN Premium Wine Holdings LLG TEST HOLE *IT TEST HOLE #2T ° °5 0 \ 'sue SURVEY FOR OD' OD' TOPSOIL TO IL C h~~ JAMES BISSETT /O 1 1 A O ]P' 3A' N 9`S O ~ At Mattituck, Town of Southold LOAM {w \ O \~r Suffolk County, New York ° OAM 4D' 351,55' 5 B"P46'50" h' GOunty Tax Map msmci 1000 sema113 6m.x 07 me Iq.23 SANG 60 LLAY E BUILDING PERMIT SURVEY 6D' 5 66°io'so^ w s e~°ae'so" w SOUND AVENUE yal y g3°0020„ w., BANKRNN BANK 1WDdi W VIA W'b3 9 16=43'~4.33~ If, ~ 1'Ir r r,• a~~p AUG. 25, 2003 k„aLl I1D' I1D' ze :zr r,~d ~ MAP PREPARED AUG. 14, 2003 rope .l_tF'~~5 y)p rope s~bG a. I S'ALE. I'=100' aFyy .."/]5' JOB NO. 2003-0313 B'~' S~ DWG. 2003_0313_bp 0 = MWUIENi 2i ~ MCNUYEXi FWHY 0 = SIAME SEi Si~NE iWNO Young & Young £g~~ 400 Ostrander Avenue, Riverhead, New York 71901 631-727-2303 4 Howard W. Young, Land Surveyor Thomas C. Walpert, Professuoial Engineer ~E a Douglas E. Adama, Professional Engineer 5 Robert C. Test, Architect novw t M Na~dQao ~o ~~~ye A bo ,tee) N SANITARY 5Y5TEM NO. I MEASUREMENTS no FOf~e'~gon ~Wellln9 wltn / \ of ohn / did p. ~ohn5on \ a c o A 5 0 R~, G~ p~1Q ~eo~ v+atar) ~p5 Gt2 ~5s 3 O ~ ~owoll~n9 "ath ~ Crc- 4~ ti 5T 51.5' 21.5 W E LPI 55' 50' LLPS`nLP~E oD u' ~ 5 O LP2 TO' 55, 4 `o„E Ito o a ? ~ w m ° ~ Pt~.a rn SANITARY SYSTEM NO- 2 MEASUREMENTS A 5 S 9 a 6 9 N% .mow L~P^` PW'"£TD ~1 8~6~ ~m E 5T 21 5"11 LP 0' 22' O E vD ~Y SANITARY 5Y5TEM NO. 5~ ~c9 ,m7 Lam"" s W MEASUREMENTS A S°a / N Na ~a3. S n ~°+,t,~E 01~ `PD'- aes y, O O V~~6 / O ~$-y/P. °iP~ lf, ~ 6 014 N ~ tl ~ F 57 15' 27'g'F lO 9D5 ~T~ % ~ C ~ LP 50 52' agbe q / b ,y j Lg1pNt 5 ~ N { e a ~e C~ -5 s 1 I 3 O not C c 0 vP , oP w,E eD5 pGH~ph11.R®" ~n Ip ppZ q~{ 1 gh~~ cQ~ oy 1 r ~1 33 E nE gry1JEW~Y 1 Q gQpil{S \;O n ~ 9pAJEV`P`Y PW io C~ rto bt coW~"je .1w E~LK~ E YUVU'LL bL' ELO o9'~ ~ P `wE end Y 0 51 - - P, Pn ' / ~ Pw ~ 09' N. N 1 pgNf 1D P W P1 / Ap~,, 9' P .1 ~ OL / Vv1D~~E ~e \ 1 1 1 \ y P / 1\ pL,f ~ 1f1 'u h194 ~ 1 .yp,Op%' J611;P O`'.' l b 519' LDND~,/,pT~ QT"µ-t0 Q~µto Fie 1\ Wb°o \ e \ IQ G~ \1~ 1 N O m P O ti S. 9 N Form y~S N N N, daft G ~N Rw by N ~O Po ~E 7\ ~ r U, GU N~'~~ CL-l c' NOTES 1\ ~ NEE g AREA = 56.9655 ACRES \s s • INTERIOR ROADWAY5 E CULTIVATED NURSERY NOT 5HOWN ,O • THERE ARE NO SANITARY SYSTEM WITHIN 150' OF THE SUBJECT PARCEL EXCEPT SHOWN HEREON. ' sir 3 o ° SURVEYOR'S CERTIFICATION a WE HEREBY CERTIFY TO JAMES SISSETT THAT THIS F 5 ed^~pp O„W SURVEI WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY FEE NEW YORK STATE 00 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. \ s I ~p L pryL BLDLK 4 c 11 / ~ v~xvx prey rnryK N ur N~l~i\ `aag U1 O 1 i ~ 5E M efl HOWARD W YOUNG,NYS LS. NO. 45Hg3 now or formerly ' OTS O \ Premium Wine HOldings LLG ' S ~5 ry E ~ Q V M \ SURVEY FOR a 5 N ~O \ 7 A JAMES 5155ETT O O $ At Mattituck, Town of Southold O Suffolk County, New York ° 33"103' `'°Q-°~ 587°46'50"W Gourty Tox Map oiSvl t 1000 S-t., 115 Block Ol roe 19.25 `P1 sei ab'Sp"w SOUND AVENUE 586°10'50"W EXISTING CONDITIONS SUjRVEY ! 1~9 9U lE 58~ 503°00'20"W 51g~43'~~033~ ~3 3' 3lo, 6l d35 f UPDATE SURVEY JULY 15, 2019 MAP PREPARED FEB. 27-2015 SCALE: '*00' JOB No. 2019-0022 BP DWG. 2005_0915_0%_c ,nditl=5 SENT SET MONUMENT FOUND Q = STARE SET MIKE MUND I Young & Young 400 Ostrander Avenue, Riverhead, Neu, York 11901 n 631-727-2303 Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer € Robert C. Tast, Architect \ gUlo ot MAtY•gabe „ \ n~5gfo\K GPU yF\\e NP'A / SANITARY 5Y57EM NO. I CY- N MEASUREMENTS \ 5Ubd1~\g\Q~ MAtt~tu \ , ' o A B Ho oaa6 P,r'YIuf o°uty F\\P . g05p2 Sts 9~~. \ 5T 51.5' 2q.5' LPI 55' 50' W E LP2 70' S5' „e to p y F N Q p \ .3k 1o \ o fi® s f p 3 ~ ~1P 1\ m ~ ~ SANITARY SYSTEM NO. 2 ~ N o ItN" ,,N / MEASUREMENTS i' 5 It A B S 5T 27' 57' G 6 3 H,E \ ~ LP 70' 22' 0 9 S ASP " ~ e,, s 1 Fes` 45 vR`~ T` o SANITARY 5Y5TEM NO. 5~ i ~ W" Wb eWCK 6 ~ P"'N So ~aP~ :5O MEASUREMENTS A B°a 256 II 5T Iq' 54' g LPI 50' 25' b >~3 ~Y.W, I O ~ Y II LP2 42.5 37' e3ey s 9 I ` I I SANITARY SYSTEM NO. 4e' I MEASUREMENTSa~e rs"YO % ~yDe 1 3o o+"F (yow A T $s'g 4z ST q7' 55.5' LPI 104' 64' s~ 13, a~~ an~~ ,nre 4 ~{~Q LP2 125' S0' B L -y • Hn \H\> N E1.EG H,~pp.NSF J, °E ~~~9pNEWAY q~ ^1 A sP- gLLt51jS w~1 ~S 3. \Q to y o~~oU~' PPP' PPS' ~~/K"c,mP e P WoDO FP~E - 0 wDOVC~`~s II , o~Y)^SION ~ v~ > WI wn` "50ybgS i 1 E P yU _ \a 1 1 eNT H' P W - / 11 F a `g ~ OVa % 'Vy+DOV ~E e Y 0 1 1 el \ N O U Q \ v 4i% 9 P~ a' 1P q P,3T ~ / ~ ~ VD.1 \ 6 ~O N~ _ • pp I ryD to u `t, P a' ~ `I~Te c~?,,r~ \ \ n. ss~1~ uUO~~wlty vW'Eto 1 M. n 0 r K Vj IJl i ~ ~ ~ y ) vl:p c M \ 1W' ~ 11 " ~u Q,~V YSV 11' fL a wa: fli: IN rJ i) O rl r. O.5^ f 1V- l• W G C I1 / ~ O Vb~PS E Ilk G~ 1\Uj R; , r N 9 l Pogo U N O~ O S .i 3 Q l v~ u, O ~s , G i tl 4m° 9F - `O N Ifi , bg e o0 NOTE5 ~ NSF AREA = 56.11655 ACRES \ g c ` , INTERIOR ROADWAYS 8 CULTIVATED NURSERY NOT SHOWN 9 rn ~ p ~ mom THP_RE ARE NO 5ANITARY 5Y57EM WITHIN 150' OF THE SUBJECT PAROEL EXCEPT SHOWN HEREON. `N 0 O \ \ G plll~ P SURVEYOR'S CERTIFICATION \ 9N P`~ PO,E QQ • WE HEREBY CERTIFY TO ESTATES OF JAMES J. SISSETT, nE THAT THIS SURVEY WAS PREPARED IN 1NQ~ ~Q ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL MLM R" POLE LAND SURVEYORS v~ WFLL ONL 9LOGk m o wnu- Gn uriux ti ~ c~": ~.eb POLE u SL t.'C, 33 ~ b-id L6 r~J I I.L r-, E~W6 6^Y ~u~b m c5 \ C'] HOWARD N YOUNG, N.Y.S. L5. NO. 45585 figg' now or Formerly L69 ~ 4y N \ q ~ \ Premium Wine Holdings LLG L.' 4.: Ir --_J 5URVEY FOR ,a MTATE OF JAMES J. 8155ETT, III A O O $ At Mattituck, Town of Southold O 9 \ Suffolk County, New York ° sa-1.4V50"W 55-7.55' \\~MC F3We PE We 3 58'f°46'50"W SOUND AVENUE County Tax MOP Dlso-wo 1000 5-U., 115 61-k Ol Lot 19.23 586°10'50"W FINAL SURVEY 56` 563° 00 20 W a~aemoc ao imo1 OHIDO`10'I11101 ~ 1199 snip 1199 Uri ADDED ROOF DRAINS FEB. 02, 2014 6'b5 43,5033 FINAL SURVEY JAN. 25, 2014 E ~Z Q e3~ ADDED aERTIFICATIONS NOV. 21, 2015 load MAP PREPARED NOV. 15, 2015 ~S`de e35br (l trIOZ 0 l 83d U111!s]Jy II 5CALE."=IOO' ^.5 39a¢ 1 S1 J JOB NO, 2014-0010 r ? MONUMENT SET MONUMENT FOUND STAKE SET STAKE FOUND RD ROOF DRAIN DN6.2005_0515_2014_0010_1`s Young & Young; a 400 Ostrander Avenue, Riverhead, New York 11901¢ 631-727-2303~ Howard M. Young, Land Surveyor mo Thomas C. Wolpert, Professional Engineer IE,`= Robert C. Tact, Architectd6 Ronald E. Pfuh4 Landscape Architect ! Douglas E. Adana, Professional Engineer rmef \y \ n°w °rM N°yAQQa \ R~~nfae Nay N 0 \ o°na\d of Of) O°1Ohn5On \ k2 5 A '5 0 \\atar\a \ 505 3 0 w T W- E 0 93 ~ o, ~ ~s 5 ~ o V rn / ~ NO 1 s s S NSA 9 'S w 4 1 Y ~h O~5 @3~E / ~ 6 pP aW,.y ~ ~ ~ 'J e'ep 83 7 w " a 0} 0 5 0 0 4 3 W`Jo' ,1s N ~ p~ W of EJ~'~' \ lS~ ~e iJ` E1P-T\aFNFYU` D N P 95 ~ „s ~`~ye.. lS R' "Ole gl O ~y.~i er`RTM m vet t' / 151 ~ ~ 1 M 0 F! 1f - 506b, ~ : . - . - - - - - / 10„Yp0 - _ i 0 12 V ,P pp ~ 0 ~U i 1 `3 B u p' " 1 v. a Y " Y p 511' Q F W 1 P G q~. o N ~ ~ T 9 ~ sus NN ~S® I G 9c N, -I N NO mp dgg o~ k3~k NOTE \ N~ 9p AREA = 36.11635 AORE5 \ 7 • INTERIOR ROADWAYS f GULTIVATED NURSERY NOT SHOWN G~ N ti w+ 0 . 1 s5s ~ G \ 9 9 ~ N ~ SURVEYOR'S CERTIFICATION \ 9 p0 Va • WE HEREBY CERTIFY TO JAMES SISSETT THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF 10~ p0' PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE \ F 5 fO°~ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. N O `0pF NE~'1 N \ 9N w O G) qg~ \ m \ HOWARD W. YOUNG, N.Y5. L5. NO. 45089 n~ 458`13 now or formerly c ~ o \ NN Premium Nine Holdings LLG 43, \ W SURVEY FOR JAM5 5155ETT E a 0 " 9~s \ o $ F \ 0 At Mattltuck, Town of Southold Suffolk County, New York ° \ 5 Bl°46'50° W 331.83' County Tax Map oishmt 1000 se~uon 113 BI..k O"I I t 19.23 s e6°loso° w s e~°a6so° w SOUND AVENUE BUILDING LOCATION SURVEY 5E s g3°00'20' N • ~W N enki 5 'j 6' 43'5 4.33 s3' DEC. 14, 2004 AU6. 25 2003 a a'B MAP PREPARED AUG. 14, , 2003 ~RkG 7 SCALE I"=100' ~~s~ i J05 NO. 2003-0313 O - MONUMF T SET ¦ - MONUMENT I ND 0 - SWE SU 97ME FWND DA6. 2005_0313_H z Sheet Notes: 0 u D N Z 0 U N W t 162'-I" t 29'3" 3 II'-2" t 25'-7'• f 25'-7" f 90'-O" bb'-I" C7 z 0 0 co N N W t~ (T: d Exist. r Terrace ® 6 z ~ Exist. ist. Exist. Cvrd. Tern vrd. Terrace Cvrd. Terrace iv 4 r 1V * n DN I I II II I I E I I Exist. Exist. m Living ]Rm. Kitchen I Q Exist. Pool Laundry ist. Ou0 v DN Family R1T Emily Rm. I o o 0 I o Pwdrr. O: e I I I o I Sauna II N - Exist. 4 II II Gaia~e m q UP II II ~ I * w " UP - - - - - - fi - - - - - - - T - i - - - - - - - - - II O O r II v IJ Bath #2 0 Exist. Exist. Exist. Exist. Exist. li T)pn Tlan Fmrar INnina Pm Rar1Rm ffl Revisions: ALL-IN- SFFLIFILAPONS 'NO .1111 THEREOF FRNYARO aY WE ARLHIiELi APE NO EHALL REMAIN Bath #I WE FROM n' OF THE ARCHITECT THEY APE TO OF WEO ONLY HIM RESPECT TO We FFWELT AM APE NOT TO BE ILIEO ON ANY OMER FROJELt 5@MI55ION OR DISMINTION TO MEET ONFILIAL"a"TLRT NOW IREMENiS OR FOR OTTER WRPO IN LONMLTON WINI THE 1M-ZCT I5'bi TO BE LONSIRIIEO AS PUBLICATION IN EEROLATId OF ME ARLHITFLTS la ON LAM LOFYNINI OR OMER RESERYEO RI6Hi5, O Ili UP UP 0 4 II III Q in Existing Conditions m 4 4 Bissett Nursery m Main House Exist. 5 Cox Neck Road i Portico ~L tituck, New York 11952 , lI LPA A hitects, LLP A R C H IT E T U R E P L A N N I N G t 29'-9" t II'-2" t 25'-7'• } 251_1" } 501_0" } 25_T" } II'_2" } 29'_4•• w ww.Ipa - plans COM ±1621-11 Lemmen Paul Ass fates. e, E[s _LP I Greeley Aven Sayville, NY 11782 Tel: 631 589 14 Fax: 631 S89 6935 "`.,k Ipa - plans.m .e r~ n EXISTING FIRST FLOOR PLAN GN UNAUTHORIZED ALTERATION ~l SCALE: 1/8"=P-0" I,T OF ANY ITEM ON THIS DOCUMENT ^^cc DI9 ? 15 A VIOLATION OF S~~ NEW YORK STATE LAW. Issue Date: 9 SEP 1 9 2013 SEP 0 6 2013 I_ Project Date: _ I J -I HInln JULY2013 b - _ - - Scale: THESE DRAWI1765 REPRESENT THE P 'RESENT THE A5-BUILT CONDITIONS AS NOTED FOUND R DOCUMENTED AT THE PRO. NJ6U5T 1ST R AUGUST BOTH 2015 A~ D AT THE PROJECT 517E BETWEEN COMPILED TO IDENTIFY GHANOE6 M BOTH 2013 AND HAVE BEEN Project # Drawn: Sheet -Y CHANNI MADE FROM THE ORIGINAL DEE IGN 13025 WJB Job: Check 35 c)4 BISSETT IMP z Sheet Notes: O z O u ? ,h. W ? u z 0 0 m W O o_ z - J ~ I W ~ ~ I II II I ~ I I I II ~1 ~~Y I I Exist. Exist. ° Exist b I Exist. Exist. Exist. BedRm#3 BedRm#4 Sittn v Sitting Master Master BR. OPEN TO BELOW Closet 'I o z , `a - I fl I I ~ I 0 Bath # i ~ o , m O o i Cl set q_ I .-_-v- Exist. / - - pN ~~a I ==r- Attic II II II I i i i u P l WaDway I UP II II II i III Master ON ON i Closet Exist C 5 Closet Stu -7 Master CI et O Bath # LYL If, I 9 Closet 12 i J 01 I I i i i OPEN TO BELOW 0 i I Exist. Exist. Maste Master Bath Exist. BedRtn#5 Exist. Panic Rm. BedRm#6 I - i I i i - O `7--- JII --1 - - Revisions: I u ALL ORAWl. 5PROPIUnON5 ANOCOPIES TEeOF FURNl9m er V1 nROMPEOT ARE ANO EHA RfnMN THEW R" OFT "O"'DT TNET ARa TO se 5550 ONT NNH RESPECT TO THIS PROEOT n ARE NOT TO aE WEO ON A~V\I ~FROhcr a.evlxlOH oR OismlanlOx rO freer OPFIaAL REwuTOnr PFWIREN , OR Pct OTER WRPO5E5 IN OONNNOTax RIM ME P COT 15 NOT TO aE CgSTWIEO AS R9LICATIIXI IN MRMATICN OF THE ARCNITECT'5 COMMON LAN CC 117 OR OTHER RISCONTO RIONM I II Existing Conditions II II Bissett Nursery ----tj Main House EXISTING SECOND FLOOR FLAN GN 55 Cox Neck Road ~N SCALE: I/8"=l'-0" Mattituck, New York 11952 LPA Architects LLP ARCHITECTURE PLANNING www.I pa-plan s, com Lemmen Paul Associates, Architects LLP ` 21 Greeley Avenue SayWle, NY 11782 Tel: 631 589 2914 Fax: 631 589 6935 Pis - plans.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT 5 h VIOLATION NEW YORK STATE LAN , Issue Date: kPglFN SEP 0 0 2013 Project Date: JULY 2013 A ~6 b Scale: -[efts, • IP.L.S'r' y THESE DRAWIN65 REPRESENT THE A'. RESENT THE A5-EVILT CONDITIONS AS NOTED FOUND R DOCUMENTED AT THE FROJ I AT THE PROJECT SITE BETWEEN AUGUST I5T < AU6U5T BOTH 2015 AN COMPILED TO IDENTIFY CHAN6E5 W BOTH 2015 AND HAVE BEEN Y CHANGES MADE FROM Project Drawn, Sheet THE OR16INAL DE51ON 13025 WJB Job: Check: L BISSETT fi KMP GENERAL CONSTRUCTION NOTES 20. Glazed openings in wind-borne debris regions (areas a 22. Design Lead Information: re a. Ground snow land: 45 pef i it Nailing Schedul6 for lateral and shear connection requirements in Exposure-B$C 1 1. All work shall conform to the 2002 Residential code of 10. No backllll shall be placed against the foundation walls wilhia hurricane prone regions within one mile of the NEW YORK STATE, Local Building, Zoning & The until Brst floor framing In In place or brace foundation coastal more high water line where basic wind speed is d Is b. Rooms other than sleeping; LL-40 lead and Description Number of nail spacing % - outer third or Common nails New York State Energy Conservation Construction 11. Double joists under parallel partitions and under 110 miles per hour or greater or 110 miles per hour, shall shall DL=10psf - < ,pan mdy I I I0(mph) 120(mph) - ROOF FRAMING Code. ALL CODES shall supercede drawings and shall whirlpools. Double fume aromed all openings in floor meet the requirements of the large miasBe teal of ASTM ;TM c. Sleeping rooms: LL-30 pef and DI.-10psf Rafter to lop Plate (loo-nailed) 4-8d 4-8d per rafter be incorporated Into drawings whether they are and roof fuming. E 1996 and of ASTM E 1886 referenced therein. d. Roof: LL-30psf and UL-10 psf ~6 Ceiling joist to top plate (aft-nailed) 4-8d 4-8d per joist Ceiling }oasis to parallel rafter (face-nailed) 7-18d 8-18d each lap 2 Indicated on the plans or ml. 12. Metal lashing shall be provided were concrete shuts (8301.2.1.2) e. Roof with cathedral ceiling LL=30psf and Ceiling joists laps over partitions (face-nail) 7-113d 8-16d each lap 2. T'he reference standard that was utilized In the design of wood, and were decks abut house framing. a. Exception: Wood structural panels,with ¦ DL-15psf 1/4 Toler Collar lie to rafter (face-nail) 3-8d 4-8d per tie the structure Is the American Forest & Paper Association 13. Joists hangers required mt all Bash structural load nddmum Thickness of 7/16 Inch and a maximum Imum E Decks & exterior balconies: LL=6opsf and ' Blocking to rafter (toe-nail) 2-8d 2-8d each end tleplh, Mae. (AF&PA) wood inme construction manual for one-and bearing condition. span of 8 feet shag be permitted for opening DL-10prf wait 3/3 toter Rim Board to rafter (end nailed) 2-16d 2-1 Bd each end two family dwellings 1995 high wind edition (800-890- 14. All habitable room shag be provided with aggregate protection. Panels shelf be precut to cover the the g. Guardrails hundreds: Lir200pof LW Aide without storage: LL-10 psf and DL - 10psf depth, X. 1/3 total i>- Rafters to ridge, valley or hip (toe-nail) 4-16d 4-16d per rafter 7732). THIS MANUAL shall be Incorporated into the glaring of a minimum of 8% of the floor area of that giaced openings with Attachment hardware • depth, Men. Rafters to ridge, valley or hip (face-nail 3-16d 3-164 per rafter d/e lolsl drawings whether they arc Imitated on the plans or not. room. The minimum openable area (ventilation) shall be provided. Attachment shall be provided as 1. Attie with storage: LL-20pof and DL-10psf depth, Max. WALL FRAMING 3, 3. Written dimensions shell take precedence over scaled provided at a minimum of 4% follows; J. Selsmk design category C Top plate to top plate (face-nailed) 2-16d 2-16d per foft dimensions. 15. All door and window traders to be 2-2x10 unless noted Table 1609.1.4 IL 3aecond - .1 v FI/ure 3.2a Solid sawn joist and ralbr vetch... { and borln{ llmlls Top Plates Of Intersections (face-nailed) 4-18d 4-16d joints-each side 4 4. The contractor prior to start of construction shall verify otherwise. Fastener Schedule for wood plywood usual: design gnst wind speed of 120 mph. V) z Stud to stud (face-nailed) 2.164 2-16d 24" on center Header to header (face-nailed) 16d 16d 16"o.c. along edges all dimnsioions, existing or new, and be responsible for 16. Vent dryer to exterior and bathroom shall have Fastener Parasitism Panel span Pawl span W Top and bottom plate to stud 2-16d 2-16d per stud field fit. mechanical ventilation where no window Is provided on Type lease than/ less then/ fees than/ Bottom plate to floor joist, band joist 2-16d 2-16d perfect S. 5. All electrical and plumbing shall conform to all Slate; separate switch. Equal to 4' equal to 6' equal to 8' r O ENERGY NOTES O Built-up corner studs 10d 10d 24" on center fund, county coda, and shall be impected and approved 17. Guardrails arc required where the difference in srade is Y( Built-up girders and beams, 2-inch lumber layers 111d 10d rvor=e ` a t Nail each layer at 32" on center at lop and bottom by the governing agencies. General contractor shall be more than 30 inches and openings In guardrails to be 4" 2IR" wood 16" 12" 9" 1. The Architect cerdfin that to the beet of his knowledge, z v a.Me < 144a of .nc. And stagger nails. Two nails at each end and at each splice responsible for all losWlalloas, materials, design, etc. (Inches) maximum. Hastings arc required on slain with Screws or 10d belief and professional judgement, the drawings are in .J Ui ` ant.,,.., sirt b. 6. All footings shall bear on virgin, undisturbed soil with a 2 or more risen. (R316.1) nails - compliance to the MECckeck report for the New York c.tw via or •n...nh , . u„i. am.a.~ FLOOR FRAMING minimum bearing capacity of Was per square foot. 18. Smoke alarm; Shall be provided In each sleeping room, 21/1 88 wood 16" 16" 12" State Energy Conservation Construction Code elfective z n Jalst to sill, lop plate or girder (Toe-nail) 4-6d 4-8d per joist 7 7. Poured in place concrete shall have an ultimate outside of each repatvts sleeping am In the Immediate Screws July 3, 2002. O _eu,n an. Stud , van Bridging to foist (Toe-nail) 2-8d 2-8d each end f)r °.,°I. Stud Blocking to joist (Toe-nail) 2-8d 2-ed each end compressive strength at 28 days of 3000 psi, except vicinity of the bedroom and on each dory of the . This able is bond on a maximum wind speed (3-second gal) gat) 2. AN HVAC system shall meet the NYS Energy Code. It W J il' =area not. ae...nr _ _ , _nl=~ f Blocking to sill or lop plate (Toe-nail) 3-16d 3-16d each block exposed dabs, garage slabs and steps shall be 3500 psi. dwelling, including basement and cellars. Alarm shall be of ¦ 130 mph and a 33-fool mean roof height. shall be the responsibility of the General Contractor to U `tole •an Ledger strip to Beam (Face-nail) 3-16d 3-18d each joist (8402.2) Concrete shall conform to the lalerl ACI Interconnected mad hardwired to a comroercai source. . Fastemen shall be Installed at opposing ends of the wood i submit the Design and drawings of the meckaalcal Z~ °'n'"°. . r/c_ Joist on ledger to beam (Toe-nail) 3-8d 3-8d per joist Standards. WHENEVER an attention, addition or conversion is structural parcels. system stamped and sealed by a professional engineer if W f'- Band Joist to Joist (End-nail) 3-16d 3-16d per joist 8 8. Joist and Rafter Framing lumber shall be DOUG-FIR 02 code to an existing residemre, (be smoke detection . Where Scnw,s are attached to masonry lstmea, they shall be oil be required by the owner or building deparimnt. (1~i IL Band Joist to sill or top plate (Toe-nail) 2-16d 2-16d per foot or better, E-1.6, Fb=875 psi, repetitive member 1006 psi. system of the entire residence MUST be brought up to attached atilimag vil rmlon resistance sachems having ¦ 3. All glass to be double Insulated with LOW-E glandes and ~vI~ L V~ FLOOR SHEATHING shall be attached with a minimum of 6d common nails spaced at a maximmn of 6 inclhes on When used as studs to resist wind loads Fb-1181ps1 code, hardwired and interconnected. (R317.1.1) miniseries ahlimate withdraw capacity of 490 pounds. a U factor-. 35 naximum. V /I ^ panel edges and 12 inches on center in the panel field 9. 9. Basement with habitable space and every sleeping room 19. The Architect shall cot be In charge or responsible for . The Home Owner is responsible for munching the plywood wd 4. All exterior doom lied. Basement) to be Insisted with a LL shag have at least em opesuble emergency escape as the construction phase of this project, and for panels to the windows and risen during a dorm. U-. 35 maximum and they shall be weather-stripped- Figure 3.26 Stud notching sod boil..{ limps ROOF SHEATHING ATTACHMENT REQUIREMENTS follows: Minimum net clear opening of 5.7 square feet, Interpreting the coastrmtloa dewing, Building to CODE Self-closing and fire rated doom were required. n .11..wuuucurcc Maximum nail spacing for ad common nails 110 (mph) 120 (mph) except grade door openings to be minimum mi clear and observing the quantity and quality of work being 21.The arcbllecil has not been retained for construction r ~ LwJ Sheathing location, spacing at panel of Intermediate of panel at Interme=diate opening of 5.0 square IML Maximum rill height to be 44 performed. The Architect shag ml have control ever or phase of lhlsi project Including supervision during yi7pa°tJ rillab Edges supports Edges Supports inches above Boor. Minimum met clear opening height of charge of and shag cot be responsible for the comtmalonLl~,- contract administration, inspections or N/ ?.2K 5'rJ Oh )m,~,.Tert Interior Zone 12" o.c. 6" 12" 6' 12" 24 inches, minimum ml clear opening width to be 20 construction s mm, methods, fech depses, and sequencer observing re /O quality and quantity of the work being =~N to'o.c. 8< 12" B' 12" Inches. (8310.1) or procedures. performed. 1 T 1~ - - Perimeter Edge Zone 12" O.G. 6" 12" 6" 8" 7/0"n, 1Nr+ib-Gen 18' O.C. B< 6" 2cv~ WALL SHEATHING ATTACHMENT REQUIREMENTS 11f4' Maximum nail spacing for Sd common nails 1114' x 20 gage 1114- x 20 gage x20p BS P l-'fElz+j. CTE ST1 2 .rte 110 (mph) 120 (mph) galy. Strap with IZ-8d galy. Strap with 4j-8d gale. Strap with th to le ach 51MI0.000 M'rs' gnlps.J W t'I Sheathing location spacing at panel at Intermediate at panel at Intermeadiate N „e, 3o Edges supports Edges Supports Common nails in each Gammon nails in such Common nails in each J ~~u Interior Zone 12"f.c. 6" 12" 8' 12" End ® 10' on center. End 18' an center..' End @ 18' on center. Or at each shad. Lap Or at each dud IdirX~ NraL ptE09 rl To U 18"o.c. 8" 12' B' i2' Jet J strap under bottom of Wrap over ratter and F'1.o.rlJf, RFG7~ 1 2 sill each side. and nail. Sef_ 4' Edge Zone 12" o c. 12' 6" 12' t~Etw r.S 18"o.c 12' 8" YAwb G1J 5911 Vp.W b) 91r~py ° I 1. For raft and wall sheathing within 4 feel of the perimeter edge or the roors, Including 4 feet on each side Jh 1/6d. o.,JOw.,a i of the roof peak, the 4-foot perimeter edge zone attachment requirements shall be used IR' /bar,f 111 1114"x 20 gage l gal, galy. Strap with It -Sd 1114'x 20 gage TYPI s. AN .HOR BO T Con Common nails In each goly. Strap with AM-8d End ® 18' on center. Common rails in each X' x 23 oc or tile' x sy8" oc - End minimum embedment of r with - Wrs End ® 10' on ceder, t4 20 -"Ord- d10L / -YP. n..op/y.n.rT 3- x 3r square washer. Hold IT nail Wrap over rafter and oft camera and hold 4' to 12' off nail each side. Wrap over rafter and such and of each sill plate. nail each side. (T TIP, IHOI.OOU~ ! / >eya• 1u,4 rc•T SIt1y'-.•tl 11,aa 4a .r I? °.T Ge.1'fle,.- Roof-to-Wall COna )-Wall connection } Rafter-to-Ridge connection - f-F n Foundation-Sill olate-to-wwall connection No c?Ilinq attache ling attached to to at Roof-to-Wall connection 100 NHt- n.-1 4nct-1 Pr70 or..It rJ ~4 I..'•rf l5^4{ Exception : Ridge straps are not required 'A4::Fo a0le N ^l L. When collar ties of nominal 2x4 lumber o0. 7p~.,.tr> o~EA 941.ot FAO ft ~P~-r+S wvG.2 Vl.. -I s` PILJSf 2rc~ _ - E YtJ W Located in the upper third of the attic space' i e 7 h~EL1r.1-1-. WALL I.l N1.li L4 rtiv tP Flo HIM At - And attached to each pair of rafters. 1 185 1W x gal; 20 Strap gage with 1 e ALL CONSTRUCTION PAL'O LT] vrl rJ-er--no J ~ J la Tb v' pass At Nail each ch and of collet lie with 5-8d malls -cd Common nails at ! 1114' x 20 page MEET T EFECop kM 14' x 20 gage , CO ES OF NEW YORK TAT 1114' x 20 gage ~J /v-tH. 5CG OG(wL wr 2 -4z'r= ur, e-c751 1e' on center wrap gale. Strap with 4 Iv. Strap with 4 -Sd galy. Strap oath fC -Sd -f1114 pA bL I"ri tloaJMUT under sill and nail Common n nails in e xnmon nails in each Common nails in each i Tg0. PFANe-r~ J ~3q4 III II i /.~r"1 TL~ • End ®1c' on can id ® 16' on centKA1C TIFICATION OF End Q 18' on center. µ1f y G & CONNECTIONS r U I ~ j-n jLi Oj Z t LN PI II II 2ri~ '(A ¢ri~l I~ wac 5pi.~-ICJ ~I TNIS V~ ~lDJ1~ 7CrAL ~~uES ~~a.9Tm~~ 1C~ 'SPi.~-Ir yGlze,US P Tom' E > 3l.ry~xKSRED. T~ Ra.15~ I,JOeo ~l,c,~RZ - `-I~iGIZ4J' /J.L Oif 1E1 A;lE l.Wuq Tq /'f I (o Odl~~r fo OBI, I, S~~ ~aJE ~~~O,LNAI1. ~i PE21+-IE'f~ p~ IV Ft~ ]KS CO.M M F!"~+ poly„ llti 111Mt1q r• Sa.ln ( PL-y WOG NEW Y ATE & TOWN CODES M ~e1 I drf- ~r>tl.xe x - PI-Y wood P~ r~ ~ ~ vu ~ ~ I~IAVJ 6l. H t_Lp . . 1111' x 20 gage AS REQi 1) AND CONDITIONS OF ~TWN? ~°1 PlxLl~ 4'kCY7-I Zeta kkvrLiZa,IJ'fikV b.0l~ ~J611iIJU Strap fir Y/f. 1-Y+~TGH AILY. - T'1 P. 'IT 'r v IErL'(I GA V 2 v -l Common gale. n nwiM eile In each t ERCERTIFICATION SOUTHOLDT,OWNZBA Wo0v S?I PFEW End ®18'on cener.°IG OP I 0 A ONTENTBEFORE SOVrHOLDTOWNPLANNING BOARD T "0100 WDOY7 T1P H6noowlj C OF OCCUPANCY UTNGLDTOWNTRUSTEES SI.yP S.~ HOGB rTaL gY~lcV r 4fi~f7M 5053 2q w1114 'V5"a Ott 504 -1 51,1 ALAS AJ-402 - - (krNU 71 YI1 ie Txrr-\ 00. 2q'I D. G. E, d 1211 Slt" Iricr-I r'ITS 12 C 68 SOLDER SOLDER U D IN WATER N.Y.S. DEC o ~T ~cH~Jol . S SUPPLY: SUPPLYSYS CANNOT ~,T Gio yr Z 21!I.ryDA Mme` Loacr~t aundation-Soll plate-to-wall 100 1%LEAD. 1L DGVITr~~~m 1 G Wall-to-Wall cognection CO LY WITH CHAPTER "46 O i2 2µG /l ,1- EN 2 FtJ W II t ° Frt~r-I'[. C2>, J14f+y S'IJVS I ` gNgI.S GKx{ O UMBING FL D DAMAGE PREVENTIO, SO HOLD TOWN CODE. , at.~ LM14A Fowl 5la.lo Wc+o 1t/~' M ALL RING WASTE diN ES N APPROVED AS NOT 1141 ra~J- I lax nrr.A,Y.2 = el42=1-Gia-f- Py( r rYyW OX r7TOl~ 1ft I.l ni-I it ~nIVYUr u" - AIMe.rw-I(MOL STv2M p1GL t: = T ING BE E DATE: 3 B p y SC(.~ PI A I E I J P• 1t A l' Jro to JGayTG el H J' f'(e- b yVGbrw EIS- b6?Ally Dy~2N,4~GT DETAi LI" l ' FEE:+.a-c pL L& M ~NG By.. - Cl 11SCIAro.lL. rya .`LJ r NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE / FOLLOWING INSPECTIONS: N To &e J eft,at, IJar~ 5~ H OR I. FOUNDATION - TWO REQUIRED - sra•~sAw~ Wooo GrcK Po¢ul JE'fAIL- s ylCleR TP - - - l ~-2o Go M- . PSI w UPLIFT CONNECTIONS A'V~ FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING .etj eJ '(&j Some details may not apply to this sot of drawings 3. INSULATION 2.4 Conllnnow Steel straps; ASTM A665 Grade 33, except when 4. FINAL - CONSTRUCTION MUST ~R}~m ypju I brnc. of 0' e.n. ?oea or Calling J-1-t In contact with concrete use G-155 Gaiv. Strap. i y /~~~G BE COMPLETE FOR C.O. g o o K 0: 0: (/4)L Z,0 6A&e- ALL CONSTRUCTION SHALL MEET THE I I Gobi. End Tnur i'IOd Nnlb W/ REQUIREMENTS OFTHECODESOFNEW -L60r2 A.r.I b ~E I t. I„J 6 Uplift connection details on SCH-1 Indicate uplift connections YORK STATE. NOT RESPONSIBLE FOR 1 I ` °I STS To transfer uplift loads from the roof assembly to the foundation. STRa Install at all bearing location In accordance with the details or .y" 0a4L* ICJ DESIGN OR CONSTR 3o-dd Nails EINDWALL E,~-cam{ ~.?r.l~ ,~~p,ED Aq~ '4~ ~ ~ Imo` ~ - - A Install according to the WFCM Manual. lp li ~ A A A OCCUPANCY OR Ed Cooler N.I11 x1 10" o, c.~ - - s~OCNINU The uplift connections' for this structure was design under: It 0c Exposure IS category USE IS UNLAWFUL ~u) FL-dA?I OhI 1"s41"Monkea°sd touch BLOCKING ` E!E brace with 4-10d nails ~I.ptl pp SECTION A-A In a 120 mph 3-second gust wind speed W I ~o l Using the WFCM 1995 high wind Edition prescriptive design. t-j -to 9TJlp CaIJh 1 12 H t,60MUT CERTIFICAT aP~ N 0 4< I TI~15 NaLl~01.~IJ Ar'PUES OQL~j °r"10m Nnnnl St op C n.2 AC E LJA L.L_ S .DLO OR- Sri Cooler 14.111 at 1" / 10 °pL• N 11 ~ 1 1E-en Nml. ca G:- I0 PANCY h N ~y° 7 SLa'J G I G112A VK' CoJyr wall Studs A'f 5,\)E/11 e;K-rf 0p E I-j 14MOT PROCEEC ~i IOT PROCEED qVE 4MING UNTIL r 'VEY FRAMING UNTIL OF FOUNDATION OUNDATION TION FT" 9 ?Mq °loor bracing endwall HAS BEEN R; " ASBEEN R; , &D. DE1YYRRERSCFPT1FICATE Figure 3.6a Calling bracing gable andwali Figure 3.6b Floor bracbl REQUIRED - - - - - - - - - T - ~~(G~'f cY- pp-(lo I Ilo2~rotl } ,I 1 O III, (O~ Zvj X11 'Ll~ I, orl Ca Ce I , oll i D l _LEJ~,.rF1~--_ S~a.JE PP.'tits ` A -~177rcL; _ - F sSr?r_~ ,I -IJLTT~%--L:I.J~ cF s'ro,-•1(c 2 ~u x?~/I '~I GYLS- ~ LrzEQ__pfl`~o - - P1s- pP~tl o 'ro To L-0 ~s-ro,-Je C ~izq~ T~ of 1 _ lV N~ 2r~c ~ 41 od //7J~• G/ibtl Ul Gd1JG. LMJ Arw ~ ~ ?64Ho N ~ zS~ \ 1 0 ~ I - II i =v r^ti JP . i : h~r*Mf of T`1PICr,>, N ~ N j ~ i9 5 IOM151JJQO" To Ql ~ ~N vM r v r a - \ Top .H Pa (SE>: o ~ jV 3 HeuR I'fRe cs~Jc. P ^ II A'fi6~bLy yjplrt d E dP ENTRANCE a, Pam ~ r r I Guz Pl _ J vl X72 Iri- LVL \ W/ oIP 4 Wy I e h laotlrq ~Nm Pam mcnle 41 c" SL 3sO~PS1 B~~CPtJC %!•K I " I N Y~ bp~ Pm" IWpnpd W/ bx~ to/lo wwM _ WI NeM1l Z, (Ztwv ~ p~bmh. - +r 1„I/ I° /LVo~D Ir1sJl-d11o.1 Vl Ul s 1~'!G Provide Fire Rated Gypsum -n,r-~ + n e1ER. z4" ~~VV 211 Go1JCr L,E/ -E r-aA L 'if 'k G WJZT ' we ll Boards veme fume M II (321.01..1 G2v00 /~f"~" H°I'~1 f raper New York Stale e- ~l\, 2FJ ~I GII. Ill l~(.~~ IDII f/ipll ZZ all Id 14 e • I~ r~ PJ" 3~18n Qu lbll ly°ol`f'Ce2JeR5 ~ =x'1,9, - II I ~ ' I Z1.5 I I A, g•u a1.4" 1 J r J' I ~ uFJ ILI fi s7s PAO _ o ~o T`lA~ ' - = I $ CJ RFB r y~ wA 3 ~ EAr `I 'IhNeR \ l C~17~x 4v Wl. h ~ - =O A Ibll ^ t2) 134° x W L h2 I] Om` u CO ? `C() 21o1s A 1311 vll l 2 re1S ox I>J ox 2 coL5 O V-I N Jf ~ N E CLOS POo To cooE I N~ ° 1 M x \ o.+~ Fin ~Z) 134" x f~° wL E pLh(F I W ILs° t,/ U ~E ? UPON COMPLETION I N p Q R Q. BEFORE "WATER" N (7) 1)CA 41 DJ6 zxa N Ube II'i`1hIL/.L (O 4. iP lio L wl - P ._L Co s~r~ Q• ~ZFJ v v ~(i'! x-3fv .n l a" G~ I-1 L ~f(~ W/ u5 Ea INAy oc 5 M w FEU. slaw ~ b t r c M 2 Ioll - N N poJ~j~~ J.~ofR- Palo-tl,Fa- wtu.~i ~ fl JA m o 2c11.Gl1 ~ d Po I B IM&K- y qh yl,a. ~ wl °o (OKIa 10/IV uJWI-I ~ - hlr-lpsy~ Naaaw~ly ~ -30 P NPi Aii.AT "WH c0 CQ ~o~l& E FuF/L1 oTNE? - I _ all GVLAJLJL44- 6, 17~ o ~ ZQ~" C cJrJGr/Z Fes"-IEf2- I~ Usi,K~ M _ `0 5TO+J ft, FI J t4A aOO2 r1 A~L , p -Q - 1 0 4l _ 0 IYPICAF ANCNnn MI T ? 1n 1 simpwi Noce M =,I. O wxT3•mwd!•x~ W- MWOWN Mh 7ff =c 0 mbomnm rnbtl AT wth MI gr. INr bWehr - ohm gll PG LA l~ s - T x T wp~ wMlw.N 12 .Vlw MInEICilrlm oRCanw.w Wd4'b ITT pw. s..er. nl lhx o+j I?J' x24° Pc' f'r'`' d v.L, "JAL- Wi 2>k5 ewe u) N wch NO ol. MI Pb . O.rll 1/k 4 r3hn6 T 241'a PAu,--vw 3 *avo 1 0 V5: L, 211 5 _ IZlix'LQ-~ COL rTl~I w 3~? ca" 9t,% 35mps I p I I I 2 VI ~xL 1~/V Af r°r & 3~ T oil ??h I I I I Oyn~mln ~pmm~kV~~~~y~• botlngm LL 'O muph.loumkknw lp LIJ~ apm"~~•p~ 11 ern tlr P!P!P~~ tlmiph. ~EaED~~y J. H~pp,.'lF ~ tlZ ql od 1 VI I p gl,od Ee. eo ~ n 29~~co ~~',re° 25 <S~yrA ~,o eo Q~`-c I(e21-o•• ~ r 3/ v,tlo 2cTl,pa I,~I Z oll eta', o~ Z5'. o,l III, d ~3" g° iKp Fes- ~4 (0.41' (pi811 (aliBl yl'Ip( y~'10~ lo"D "7p ~I n Qjl~9n v~tjll ~(~ilell (Di~~~ r Sro~.l~_ I I°<L-flo ~ r lO' N 1o"ti s~ t Ip'~s" ~w-~ s-~.J t= ~~-TIo~ - , II , II - - 3yx4x a..l Lv~ zR c^I Cv l paw F~i.l @ 2nd ~z u1, II I to l[uJ Fwe- _ ~ ST J G I ~ ~ IiJ'FO2r.a-rt~ lob 0 e 4 O FJ 15N aJ ~ ` ZR zrz ~ ° rBurutti~ I F~i~~ ~y N ~R ~ Gw 4, 0- a Cfp~~LIl '1t1~ ao I _ 1 /N GIILLWG ~/Q •m r.1~ 34~•m `,w{ 41 ~Q c.Tw3~ °SI `ry 'h9~ilo N _ _ _Fn~, ne_rw.r~ wi."t, II 3' ^ HV3gyro N ue ~.~8_s~les mb~ ~ L3~134° x Ica" WL S , `~Y ~ 1111>0 h•f~ ti O - ai 1211E II7~11 LYL HOK ~ - - 11 t I ~ ?SS4' ~I 'I~Ltol' ~n i Zyy ,p~ m ml 2`I'O~I ° %/J9iFid t0'I pI,GA l~ul'f . b ¢a1. 7gbn !d' qY 3~zn+~Ib"LVL Teu re., 48tlLEr~'~2Q-I't''~Ir1 fo vJ3P- (i l°wl So ,fin o F-.I 12YV ~'Sy, L. 41- N ~ Io2 z~ixo_ I~ kv~~~ a j 4 N ,fM -1 N 2 _ n ,u i TPN~rmgS JF V - - - It N ~ ~l2" ~ 20 LYIr ~ I ~cr ~-I V I IJ ra ~ - K I ~ Ni. Rac I _ ~ CoP W 1 bo I[nN F, II/o'.c N ~ d~? 6 0 I ~~Ma S"a N ~ _ ~Lt~ o cR n y, o I '_p aJ w 9~ 01 B/ I i N KI'rGF'~-- _y~ F sR l.2 z ~ . LQ 11 "all k' L0. U - 10°GLC9"I I ~ r VI~~ '~r 30~• , d ~ f04 d e_13 J 4.13 ~ loll !J I 56 IIaII Do F ~ i iM . - (p'I LYL t{ 5 ~ ~ ~ vdCl4' 14' I gaGa) IT D(~p 29 ~ gfJ.oca Ttir ° d ` (~i 3 3 )1 A"t•I~„ wtr gy~sf WLv ~ ~p(i ~O 3 = r ~ tiZP~ II'b"wt 2lo°NI41c2 - "IMMED TELY~' K ~3h o ° ~ d1 ~ P1°I' i ?'1f~ I a ~ 0 Arw>~ i1 x~ © \ ~ m ~ % I ~ ~ IYfoJuf I ~ O 0 u 111 N J ENCLOSE POO TO C _ UPON COM LETION. - I ^ qqo BEFORE' ATER"(v~ ~Zlx n^u a f~ I GARAGE !N I d4~ GYMM welbwrd do weft r T ^ LYL d and MWllm of garage m per ~4) roP' WI u 00code eed"RMl and a 5.'1. 1l~ ga" o LA dw.urq.l.esC9,e Algid y ll' wel6owdongeee0eeide qb~ 7 wwwflm 10 U»o NT oppoelUalde 1mY~Yd m 131 I u awbon 8702.3 mallet walls \ I~ alal Im I COIlellen Vft IIMItl ANDES. 0 °N l9 Awe+reR,ac Wo.u.s 1 ~9 l a 3 m ~r C ray LVL d II 11 16P C'HIT 1 g;o rot u - eN / 7 N IarL ~I, 'JrsR ~ ~ F' ~ wl 8o [o" F~ r n•11 MP±1~_ - . _ °n 3 . I N N II / U C-v 1-11 8D I~i1 ~J t-~lo°~ s _ F s 9 1141 toLI, _ ml 6 I CM~134° x I(~" I-VL- d r ZO TO 3950 i ~1 o ~ I~ ~?•?vBgrilc VP o N crfr~ 3$ - I ,S m~ 5 2~G>2~ 23 ,e ~Tnaq 0 0 ) J,s 3.. 9• 3 ` 3 - L -y,„ 5 ~kn p N 2 ~ 3951p J w~ ~ I 19 x~ C-TQ 94 TT- GJ TL TI ~dtx- l model mmMn. Pmwe N D o I~ipr Lew-E YwukW plea with e _ v,~+ C''Q I z4'I aJIOJ7 Detl un PrMure A* of DP Q 50: fiMim" nude upon _ meelhq gods. flee pen.notwM,14,20 for Code mn pyk _ Q NI muppb Wft* g here MOM Iuemwrebel pMm mehdel. vv, 4 ' C eLT ~pe-~ 1 1 I 111 II 1-107- 7 ql,~" 2.m 3,0 ~d2 p-IZ ,O 2~ 4~r' 1 1 4-il X104 I(a1G(I lion 41-I LI'8. (.1'&e 7131 ~K r--R 71~3n gb9° I ~i. ° G 11" 17 "71 1~ pMYant wi*~,,l~~ob~lme6le elate and every sbrpbtl( room obd here at beat am o1peamble meter0eoer~ WnW _ o'''qp N°• of - n follows: Welcomes me clear apedei4 of &~7y+w4amm Leo except grade icor oprobw b be mbdmoan Nt d clear MlA genre bat. Maximum r0 WSW to be K b"m above ONW, Mbdmlm and timer epwaiy b*M of 24 IaoYme, dYdor let CkW opMirs widtr to be 20 lochm. (lll31il) 10.17 o~ I I/OA 24'i VI '1io 1. dl Z6'- I-ZA oK z I'I 13 ~-l _iV SG6ao5 3g91o;Y . ~ ~ Fw4 5cteu i~ 3 "1 _ In + Fill bi l ~ ~ M ; } m carlTi.l clot 5 ..A24~ -`~#F- '11S ' a v 19 \ 7c'I PILL. ~N '~gyla~2. alit- I 1tl- / M M P~~ T rip f k J ' Q3 N I I' ~rL~ ~L[~ ~ o jai -J 1C/)I i 14 cn b / .SID N 2r4 K.1_Gt bJAl.l~ J .-f N 1 A 4a"Jlw ~l ~N FMU' i N' b POOL. Nance ~ ~ ~ ~ ~ v _ ~ i _ r1+ 191 I+ ~`1 * ~..111~IY+~¢(fAkf/M ~Il a !{x.01 ~j1'~9n i.pn 4n 'N b', 11 ooie~ 'S'12 n It r ~147~ \ dl e' uu~go c.1 n. /~'n I \ ~ ~ ~I uvg • Iona \ N ct-r~T 1rd I =a 9 P r ati ~d ¢,19 ~ N J~ a VI 40 G.J IJd- i /c 12M ` © _J "IMMEDIATELY" ENCLOSE POb EOTION CODE \ T7P ` 3 nFJ O 'A^~ X.'J, . 4,J 19 _ a UPON RE WATER" ® 'bu' j2i1 i - ~FIJ'1h+1 ~VL (•¢K It It o - BEFORE / ~ MI ~ ~ M - ~ - ~n 9 AWL - v I r II~ y 71 3 ° ;9~II+3 wI~- - 3 o wwc 4 3 , y t ' UV u11 Ib" IL'W L I x ' ~ ~ N O P II ~ I Z p~01 ZKlo c~ ~~y"cc. i r Q 9 S v 13 UV ~ ( ccJJ A IE 2"~ F1mK ID 0 0~ is YP~ Y Q n ~ J. O - n \ 0 .aG 3Z" 3Z 2p l I?-0d ID 58E IST Fw°R I S ~ MM 9°cNT d' l F'nA-t JCa ~ - I Af(Ili v// • Ili \ m - hfl~ ~ of o T ) gfl1 it ,O ~~a*~ (4 lr~ 1. Gl+ ~Lv~ 5i4' J \ lo, i p gill 1~1 (~IIOII W+_ N3 N N -j ~J J ~Wl 1. (Al N ' / 1jd~ m mil 2s9 F~~ ~a,~, p ~ n90 V: J In K ~ / 5 v v / F rl Nell a 3 m v \ pJSH • 0 ~ _ ~ 3 ¢Sio -reAy u-~'I Sc ~ 34~s,> i sr~-rwJ \ ~ yo p - f a„ r 5 M in f 3151 i M . GL.46~ / ~ 34SIo ~J P,~I.cw ' o e O 3 t li° A~NTrP a I , ~Q I o I Px FY FIY- I x~ I 2 k P!!~L VI ~ 7 1 N~ n N 2x9 v I~ ac- U N uAQ<1l{- ~ - . AFL _L'Y~fE(L$ 6,'760 -IItB~ o'T ll~'OL 2~ ~J.~l/F~ 1 c OI2 2 x IL A-r I ,dI O G Hr?4 4275sP 7S 755P al)-lurT H~d6~1~6NTs uwr~~s o_w z"Fau.i6. is.' Gv ~I 90 - 114" Al 16".a -To-AaltsYl ~,J~ari reo o-rN el~w~s~ cERED a i ~5 PS J. Hip / 51,yd G~,gll '/~IIO~ Zr'll-GII Zlppq 20'•rd 28%U~I ~ 2~~e11 Q9; L/I r9 ° 1e°N0 O 1 (-,Z) col N Ed's Bmem m with hmhh" opme mod every rbepiq somm doll have at kmt Nm epemhle 4=W~VyyW~Yam m" qpws' am" "bloom me r folkwe: Mhdnam am clear apyeal~a~g~ Of V sgaere 16K camp' grade poor GPWNV m be nowo am to clear . dear open ft of S.0 sgeare bet. Mdaioam si0 b*M 4 to be M Huhn20d ove Ooor. Mhdmom aid char ' opewi4{ bjW of34laebm, doheam act ekar opeaYuB width to be Webm. 911310,1) Y viJ r= = n~t7 I i / - - ~""~\J1 } ~ I 1"~ ~b T~ r/ .S _ I l I i i I/}Y~~t i'„q .II~+~4 r I J44w'lI ,o, rn ~fv ~ - - - - - IZ f- iii i OE44.$ASN~ J£.N~ m nv u2 N ``I I Y I I I IZI i M ~El \ 1 S I ¢I'OM ~ Y~ i F~ FFh I ~ I - (fo 6 I - I e 1 bN-~V T I rl F-1 F-1 IZJ by ar I~I w c~ l~ z w Fri F71 Q I ~ U L I i -T- V1 I dV' ~Zl,j to f-'(-PEA, cN I n tJ~~ 12 ~n \-I IZ ~I 5T, L ~ /ZZ/A~ J N I [L5. l~ .~X 1~1 ~C.~I'~ ER-/t', E14L 211 --l I _ JR ~m D~f oFR Ti?F. v~iJ'( q z°a` Nn W IS 11 { ~ i2 r 12 ~ _ U 1C ro~j I I N n V a a i I I- Mw w WWz=ZWm OQ~T~ osR ?~~iQ N sTe~s ST r s CO.ri C-~E (z ~ ~ ~Z ~ lr~= 1 IU rJ 1U'v ~s~ywQ' , F~ ct a~ ~n N~ o y~Q^~c E TYPICAL ROOF t l Class A, Asphalt Roof Shingly OF hall Roof Shingles W/six fasteners per shingle rs per shingle I Y I 15 to undedayment felt anent felt Ice and water shield shield Framing per plan with rlan with „ _r2 rede Plywood i - 7 „ Y.' Exterior Grade Plywood r2 n Sheathing-see (fastener schei e (fastener schedule) 2 Refer uplift connections at ell onnections at all Bearing locations,' ions,' a' LPJ L1-)V TUPj W CAS (k LAV ~Pj ~qv W L TYPICAL SOFFIT FFIT IZ Is 2x C. A'T Is Tdb WG 4{h- 1~1G T, (t- t-. IT Overhangs 8" Wood Fascia I Z cia 52 Soffit n with n 1 4 Vented Vinyl Soffit Full frieze trim with dental mot wgh dental moldings TYPICAL EXTERIOR WALL 2xS Wood Studs @ 18' on c TERIOR WALL - uds @ 18" on center o" v6~[ I L rjn Ily" 2 12" Z" 3" 3° 2° 1~ except were noted on plansu noted on plans use I~ I r~ 2I 211. IZ~i IZ~ 2„ 3 n 2x8 studs lit" oc. Double Top " oc. Double Top 't 3n Go Plate, Single sole plate, 7" sole plate, 7" ,rho -~r2•?a0 u! Exlerior grade Plywood Shea le Plywood Sheathing- I I- sae (fastener schedule), Tyw House Wrap or equal schedule), Tyvec 40 or equal 2-"8 CJ J'I ~W',4.v - Stucco and stone finish tune finish - - - - - - d' Well-to-wall uplift connection uplift connection at ell LYI. OOR I~ 0 HI .rte tA~ SI/11< wn~ Slat` p~ (AV 7U6 wG WG l1W bearing walls. TYPICAL FLOOR S P Y' plywood sub floor, glue at ;ub floor, glue and nail p _ As per fastener schedule ter schedule ZA P ~A3 o.J f~ I Floor joists per plan x+r plan T_ Sf~r p~ py. on - L Bridging per code-ail spans code-ail spans V4", ~~~JJJ n o TYPICAL FOUNDATION CC )UNDATION CONST. ~T ~y4 " M ooncrate wall with 245 - rebar top and bottom on 24" d bottom on 24" x 12' 10 z, n I~" 17 n 3 ?7 ao 10' poured concrete wall will 2' ~n 2n n it fooling with 345 ulotlng with 3- Cp - Concrete nous eber continuous sous IN nJ wl. Exterior Damprooflng 2- 2 x S treated sill plates, Si nprooflng led sill plates, SIII seal Termite Shield, 518' Anchor Ad, 518" Anchor Bolt Q (0 Y-0' on-center and hold 12" ter and hold 12" off ( O Comers max, uplift strapping S, uplift strapping at all - TYPICAL FLOOR bearing locations or at each alons or at each stud. • As plywood sub floor, glue and nail As per fastener schedule 411 INSULATION SCHEDULE N SCHEDULE Floor joists per plan T- To comply with min. IECC C vith min. IECC Code Bridging per cotle-eli spans u L f., l F{ / 7"1 Refer to the Mcheck complit Mcheck compliance - lnl roan. INTERIOR WALL FINISH MALL FINISH Provide''/,' Gypsum Wail Bt Gypsum Wail Board on ceilings and 5/8" on Wells e. 5/8" on wails except & unless noted, r~ basements a unless noted, Moisture resistance Gypsum sistance Gypsum throoms all walls and lP2 Board In Bathrooms all walL l./ R ceilings. Fire rated gypsum board as ypsum board as per code in garage and above f age and above furnace. *See DWG Sch-1 for uplift I Sch-1 for uplift Details. - - - S~ aLT 9~e°rr1O b RJ w TYPICAL ROOF ILA I.Y~ luJ~vti iz rvv Class A, Asphalt Roof Shingles (I,J Wlsix fasteners per shingle 15 to undedayment felt lee and water shield Framing per plan with W Exterior Grade Plywood --a o o a o IZ Sheathing-see uuplift (fastener schedule) 12 I I2 Rafter r uplgl connections at all eating locations,' I` I Z \ TYPICAL SOFFIT 12' Overhangs I 8' Wood Fascia '4'L.LUW (n2 , X61 121n(s Vented Vinyl Soffit P12 FLOW 7 t-ll Full frieze trim with dentil moldings e,A6,-r WLz' x S LYL (11V(P6 ~AmL T+/a GJr I~.~ Mfl~FteLK~ R-~o Zr 2x17 n, I. AWL v ZnG cj v r~ ~z„w F•~o ~w I%V vb 1¢• ion fit. y... 45 III ~,;dc 4 1, 4 ZxI2 Gi(JY~ ~/ilo~ Nbri~ fA cbLV 4 0 L Op,L d - r2ip,~w I - J CIF - I~ moo' ~-~pYLAL~~ a i O Td 5i nap or, f I - p °S? 'N £x4 \ 1 ` LAI UL 1'' Ie'o GW WI si: 5. TYPICAL EXTERIOR WALL 2x8 Wood Studs 8 16" an center except were noted on plans use 2x8 studs 16' oc. Double Top Plate, Single sole plate, X' i i _ - - - Exterior grade plywood Sheathing- 1I - - - - see (fastener schedule), Tyvec House Wrap or equal vinyl or wood siding Well-ta-wall uplift connection at all r77 dlrll~ INSULATION SO bearing walls.' - ~ II.1Mi IM. p-• 38 JSULATION SCHEDULE To comply with m o comply with min. IECC Code Refer to the Mchf form. afar to the Mcheck compliance ~pED Atj {V. N IMrI~~ S WM. c~r7y4P5 J, y 0 INTERIOR WALL JTERIOR WALL FINISH ~C wt 't Provide 7:' Gypsf rove'/' Gypsum Wall Board on * e, ceilings and 6l8' I silings and 618' on Wells except TYPICAL FOUNDATION CONST. - 10' poured concrete wall with 2-05 basements & unle _ _ Moisture resislam asements & unless noted, - CP N ~o loisture resistance Gypsum 7 -~a rebar top and bottom on 24"x 12' - - Board in Bathroor card in Bathrooms all walls and F N Concrete wall footing with 345 - - callings. llrlgs. reber continuous Fire rated gypsurr Ire rated gypsum board as per Exterior Dampreogng - 8 1 code in garage ar x le in garage and above furnace. ' 2- 2 x 8 treated sill plates, Sill seal Termite Shield, 5f8" Anchor Bolt • See DWG Sch-1 See DWG Sch-1 for uplift Details. T-0' on-center and hold 12" off - Comers max, up101 strapping at all bearing locations or at each stud.