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HomeMy WebLinkAbout41634-Z SUFFOL4, �y Town of Southold 8/2/2017 o - P.O.Box 1179 a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39095 Date: 8/2/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 380 Horseshoe Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.-4-18.21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2017 pursuant to which Building Permit No. 41634 dated 5/15/2017 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: GARAGE CONVERTED TO LIVING SPACE IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Goy, Charles of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41634 07-11-2017 PLUMBERS CERTIFICATION DATED 06-05-2017 A Aichael Jaccard o ' ed Signature `Qgt1FFDt� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE to o . SOUTHOLD, NY ,yfjol � Sao`` BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41634 Date: 5/15/2017 Permission is hereby granted to: Goy, Charles 380 Horseshoe Rd Cutchogue, NY 11935 To: ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP #37986. At premises located at: 380 Horseshoe Dr., Cutchogue SCTM # 473889 Sec/Block/Lot# 95.-4-18.21 Pursuant to application dated 5/15/2017 and approved by the Building Inspector. To expire on 11/14/2018. Fees: PERMIT RENEWAL ' $75.00 Total: $75.00 Buildin I sp for ��uFF lac TOWN OF SOUTHOLD ��a Qay BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37986 Date: 4/29/2013 Permission is hereby granted to: CHARLES G. & LAURA M. GOY 380 HORSESHOE DRIVE CUTCHOGUE, NY 11935-1037 To: ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP #35498 At premises located at: 380 HORSESHOE DRIVE CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 95.4-18.21 Pursuant to application dated 4/22/2010 and approved by the Building Inspector. To expire on 10/29/2014. Fees: PERMIT RENEWAL $125.00 CO -ALTERATIO ELLING $50.00 otal: $175.00 Building ector 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. 35498 Z Date APRIL 22, 2010 Permission is hereby granted to: CHARLES G & LAURA M GOY 380 HORSESHOE ROAD CUTCHOGUE,NY 11935 for ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP # 34502 at premises located at 380 HORSESHOE DR CUTCHOGUE County Tax Map No. 473889 Section 095 Block 0004 Lot No. 018 . 021 pursuant to application dated APRIL 22, 2010 and approved by the Building Inspector to expire on OCTOBER 1 . Fee $ 200 . 00 z 1 orize clSi nature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34502 Z Date MARCH 13 , 2009 Permission is hereby granted to: ` CHARLES G & LAURA M GOY 380 HORSESHOE ROAD CUTCHOGUE,NY 11935 for ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP # '32901 at premises located at 380 HORSESHOE DR CUTCHOGUE County Tax Map No_ 473889 Section 095 Block 0004 Lot No. 018. 021 pursuant to application dated MARCH 13 , 2009 and approved by the Building Inspector to expire on SEPTEMBER 13 , 2010 . Fee $ 150 . 00 Authorized Signature , ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTI-L FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32901 Z Date APRIL 16, 2007 Permission is hereby granted to: CHARLES G & LAURA M GOY 380 HORSESHOE ROAD CUTCHOGUE,NY 11935 for ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR.THIS PERMIT REPLACES BP # 30993 at premises located at 380 HORSESHOE DR CUTCHOGUE County Tax Map No. 473889 Section 095 Block 0004 Lot No. 018 . 021 pursuant to application dated APRIL 10, 2007 and approved by the Building Inspector to expire on OCTOBER 16, 2008 _ Fee $ 150 . 00 Authorize n ture ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30993 Z Date MARCH 8, 2005 Permission is hereby granted to: CHARLES G & LAURA M GOY 380 HORSESHOE ROAD CUTCHOGUE,NY 11935 for ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 380 HORSESHOE DR CUTCHOGUE County Tax Map No. 473889 Section 095 Block 0004 Lot No. 018 . 021 pursuant to application dated MARCH 8 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 8, 2006 _ Fee $ 150 . 00 Aut o i./zed Signature COPY Rev. 5/8/02 FORM NO.3 TOWN OF SOUTHOLD r BUILDING DEPARTMENT TOWN HALL + SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Date..... �. .........., . 19.4 N2 23367 Z ` Permission is hereby granted t 0 r t0.... ....... ... lam.......: .. . ......... ..........,....•.,,...`.......,.1ref.. ............,. m d ,. . ' .......... .... ... . ... ,....... r ..,.... ...... ...................................................................... ........................... ................................0, ,.,.... . atpremises located at........ .. ..... ......... �.-................ ...................... .........................I......................, .,,...... .........,....................................... County Tax Map No. 1000 Sectlon .........��...... Block.....�/............... Lot NoZXn�.``,....... 9q/ pursuant to application dated .................. .... ...IF,......... 19...f.l ..... and approved by the Bullding Inspector. 920 Fee$.... ....�.�..... 4` ........ ........ ............. ...... ....p... ......................... Buildingfns for Rev. 6/30180 SOUr�,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �., ® �Q roger.richert(ab_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Goy Address: 380 Horeseshoe Drive city,Cutchogue st: New York zip: 11935 Building Permit#: 41634 Section: 95 Block: 4 Lot 18.21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY' - "NO VISUAL DEFECTS" Notes: 1- Range Hood, Under Cabinet Lighting. Inspector Signature: Date: July 11, 2017 0-Cert Electrical Compliance Form.xls SU(/��Q , Town Hall Annex .gam Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q YO BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 6/5/17 Building Permit No. 41634 Owner: Charles & Laura Goy (Please print) Plumber: Michael Jaccard v- �lease print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. /^ hers Signature) Sworn to before me this c.)(./7�/��� 'Dom`'`' day of jUne , 20ij— Notary Public, County CHRISTIE Q PFEIL NOTARY PUBLIC•STATE OF NEW YORK No.OIPF6106360 Qualified in Suffolk CowW My Connialon Evhvs Much 01.2020 OF SOUTyolo 0MV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION K FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C- m DATE MP3 o INSPECTOR SOUr'yo oouom,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: P DATE — ,- INSPECTOR OF SOOP�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 N INSPECTION [ ] FOUNDATION 9 ST ROUGH PLSG. [ ] FOUNDATIONS 2ND [ ] INSULATION [X] FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: f 4 r j1 DATE / / �� INSPECTOR pF SO(/Ty�lo f� 14, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] DOUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Vt-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [kNSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: T � DATE - INSPECTOR pE SOUTyolo - cou TOWN-OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 2 DATE INSPECTOR pE SOUL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � �vY✓ S Q a wrIf I ov— Ji DATE INSPECTOR pE SOUlyolo H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 71111f INSPECTOR ��-� ♦ t FIELD INSPECTION REPORT DATE I COMMENTS FOUNDATION(1ST) --------------------------------- 1/0 ------------------------------- Al FOU A 2ND) � � z rA o Lr. t y ROUGH FRAMING& PLUMBING 1 4e el _ y LW d 1 INSULATION PER N.Y. STATE ENERGY CODE N ley i / `Y iv ��✓N v��' FINAL t ADDITIONAL COMMENTS �f �o � z 545-(17 l . -75.o(o rp 9 d I 0q , °fa e u;aQ� 19,?� � ° a -F$- z x e H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWNJRLL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. �d y y� Check Septic Form N.Y.S.D.E.C. c/ �• Trustees Exam ,20 Contact: Approved ,20�_ Mail to: Disapproved a/c Phone: Expiration 720 , 1 — 1 Ly Zg� buildi Inspect ro APPLICATION FOR BUILDING PERMIT Date 20 p S INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plan`s;-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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections 9ptz, w "4, Signature of a phc t or nag�e,,n corporation) 'ED CGl- lb 11--�— (Mailing address of applican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0wWc- R, Name of owner of premises h 2 L L-5 o y L P-v k-A lk--f G o Y (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: 3,30 /W N ty,L,' House Number StreetHamlet County Tax Map No. 1000 Section 5 Block ,,;o'(t,, Lot I Subdivision Filed Map No. Lot (Name) ____ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:-t a. Existing use and occupancy -..S, Liz- �� ,� - �,�.,C' b. Intended use and occu anc � Y � S 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost . I---� 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories 9 p`mss Dimensions of same structure with alterations or additions: Front � �s � Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front -k Rear Depth Height Number of Stories 9. Size of lot: Front a ZS Rear I0 , i s-, Depth -2AS- - (V l 10. Date of Purchase Name of Former Owner MAVZ-0- U P\ LOU/u A-R-1 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Y Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 0 L &�j Address kk�-5sxA,. - icPhone No. (o;:�,\ -(')q Name of Architect :\ems.,. ��,..�-rte�, Address��� s�. (�sl- Phone No 3, -1 i q Name of Contractor �,,z d� �.., Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF. .,ff F.,I k ) ` —� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the k�V- 0 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 254k dayof 20 os- Notary Public Signature of Applicant John M.Judge NOTARY PUBLIC,state of New York No.01 J U6059400 oualified In Suffolk County Commission Expires May 29,200 , *pF SOl�l�ol . 0 Town Hall Annex lxt Telephone(631)765-1802 54375 Main Road y �r ax(631)765- 5Q2 P.O.Box 1179 G ioQ roger.richert(a. own.sout olld.ny.us Southold,NY 11971-0959 �'U UNTI, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 3g0 d2FeSC;,SffZ)6- *Cross Street: �D,� 7-'e� 1f-9 *Phone No.: �� �!' -7935 Permit No.: 5-Y-'78 Tax Map District: 1000 Section: C) Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) A—/ �SCt-� IbYI (Please Circle All That Apply) *Is job ready for inspection: QYEDSNO ough In Final *Do you need a Temp Certificate: YES /6 ES / 10 Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form I ' I a — _ ( .I � I ci �� 2001 - e G i *pF SO�lyDlo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 C4UNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 9th, 2007 Charles &Laura Goy 380 Horseshoe Road Cutchogue N.Y. 11935 RE: 380 Horseshoe Dr. (alterations) SCTM: 95 4 18 21 Dear Mr. &Mrs. Goy. Please be advised that your Building Permit#30993 issued March 8th, 2005 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 150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. 1 pF SO(/TyOI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 �DUNT`19� BUILDING DEPARTMENT TOWN OF SOUTHOLD February 23rd, 2009 FIRST NOTICE Charles & Laura Goy 380 Horseshoe Road Cutchogue, N.Y. 11935 RE: 380 Horseshoe Rd. (Alterations) SCTM: # 95.-4-18.21 Dear Mr. & Mrs. Goy, Please be advised that your Building Permit # 32901 issued April 16th, 2007 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 $150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT Aj- sJ P S 11 -1 -1`L- Z�'�� Southold Town Building Department ���gOFFOI,�co� P.O.Box 1179 Permit#: 35498 g 54375 Main Road Southold,New York 11971 Permit Date: 4/22/2010 (631) 765-1802 Expiration Date: 10/22/2011 Parcel ID: 95.4-18.21 BUILDING PERMIT RENEWAL LETTER Dated: 12/12/2012 Applicant: CHARLES G. & LAURA M. GOY Location: 380 HORSESHOE DRIVE CUTCHOGUE Work Description: RESIDENTIAL ALTERATION ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP #34502 A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHARLES G. & LAURA M. GOY Address: 380 HORSESHOE DRIVE CUTCHOGUE,NY 11935-1037 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. - Southold Town Building Department o ,,if M44 P.O.Box 1179 3 A� 54375 Main Road Permit#: 35498 o - °' Southold,New York 11971 Permit Date: 4/22/2010 �4, (631) 765-1802 # Parcel ID: 95.-4-18.21 Expiration Date: 10/22/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 4/23/2013 Applicant: CHARLES G. &LAURA M. GOY Location: 380 HORSESHOE DRIVE CUTCHOGUE Work Description: RESIDENTIAL ALTERATION ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED BP#34502 A FEE OF $175.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. - Owner: CHARLES G. & LAURA M. GOY Address: 380 HORSESHOE DRIVE CUTCHOGUE,NY 11935-1037 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 7011 1570 0001 8894 9128 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. f Southold Town Building Department �O�gtlFF®d,�cpG� P.O.Box 1179 Permit#: 37986 53095 Main Rd o _ Southold,New York 11971 Permit Date: 4/29/2013 '�gyod �ao� (631)765-1802 Expiration Date: 10/29/2014 Parcel ID: 95.4-18.21 BUILDING PERMIT RENEWAL LETTER Dated: 5/2/2017 Applicant: CHARLES G. & LAURA M. GOY Location: 380 HORSESHOE DRIVE CUTCHOGUE Work Description: RESIDENTIAL ALTERATION ALTERATIONS TO A SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP #35498 - A FEE OF $75.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHARLES G. &LAURA M. GOY Address: 380 HORSESHOE DRIVE CUTCHOGUE,NY 11935-1037 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 D D M AY 1 2011 THANK YOU, gUn,DING DIEPT- TOWN OF SOUTHOLD SOUTHOLD TOWN BUILDING DEPT. ®��OF SO!/r�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 June 6, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Charles Goy 380 Horseshoe Rd Cutchogue NY 11935 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy% Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. / Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41634- Alterations a r f TOWN OF. SOUTHOLD . PROPERTII'; _R,D--CARD OWNER m STREET VILLAGE _. -._-- = DIST.-- - _ -SUB.__ _ LOT ,herr R5 c-4. Ln u.r&, 1", - FORMER OWN-RN = _ E _ AC lq(a- fes , �I_2opa-q S-' - - _ - W. TYPE OF BUILDING: - ;ES.��d SEAS. VL. FARM _ COMM.- CB. MICS. Mkt. Value. _ LAND: IMP.- TOTAL DATE REMARKS - G 00 Ip o 0 �� 0��/`7,o 1611,176 13LA. ?,,--g. ie2j2 T3u>ta&0 0a�o-- o a „6 o z A -,7ge- leo a as - I 1 3 �?3 o ar 0S a 40 c:yo lot 0 40-79® 7 ` X ' ,o Gr oto (Vc>� 5300 �d _T o3 1r4 ��' . '� �, - �� rpt ®SIL : W- e (L. e y -_ imp 'illab ie FRONTAGE-ON WATER = ✓oodland - FRONTAGE ON 'ROAD - Aeadowland DEPTH louse Plot BULKHEAD _ = otal - MEN mom p mom mom mom MWWA OEM 114 �� 3 r I mom ■■m ■■■ mom _ ��i��i•ii�flU���ir�i•� ■■■ MENNEN �.ii�.i►-r J o Basement Ext. Walls Interior Finish I C' Fire Place .- Roof Rooms Ist Floor Recreation Roo Rooms 2nd Floor n ,W�W • • �� -- r • .,s - •. _ _ � � __ moo^ ` ��VY _1$- ty��. .�,...,.�. �. � �j . �. a�.. 77 Tba ,facilSties fQiapo� esitl water 2�5 �0 srs o� or thls supply bes ed hY this,dsp .tment have been + �0` Q oo o at* and found ;0f �� k `O% ory Chief o f �,•(. 5 Geae iCeFs-n91meeriaw• - • �0 � ERCP � ,� S�ry 9 4 0. tP�E OF NEy, Ci G Z SO 8 \�\ ho 004 e• ��� 0 L 36 2,4MF w SQ•� • !iv ��cE 4,° 45893 s�O _ c� ° \ / �,r ,' tis •� (.IMD StI�O♦ . - �s NOTE - V ■ = MONUMENT. ted° SUBDIVISION MAP FILED IN THE OFFICE ��• �% -; �/ OF THE CLERK OF SUFFOLK COUNTY ON APRIL 4, 1975 AS MAP NO. 6241. NEAREST WATER MAIN =-4 MILES t 2 WATER SUPPLY= PR/VAT,- WELL. O < �3 RE FROM FIELD 'S �iL 'cis ��,- It REVISIONS YOUNG & YOUNG HIS NTOFRESIDENCE WILL LTH %. 5 �-�� AUG. /,/977 400 OSTRANDER AVENUE, RiVERHEAD, NEW YORK ARTMENT OF HEALTH ` ' ALDEN W. YOUNG HOWARD W.YOUNG PROFESSIONAL ENGINEER AND s •�=����_ �' LAND SURVCOLAND SURVEYOR. N.Y.S. LIC. NO. 12843 N.Y.S. LIC. NO.. 45693 90 � r 3 SURVEY FOR: 92 .� JNAUTHOPIZEO ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION FRA NK BORIV T 7209 OF THE NEW YOP), STATE EDUCATION LAW LOT NO. 2/ , "OREGON VIE ESTATES " COPIES OF THIS SURVEY MAP NOT BEARING • THE LAND SURVEYOR'S INXED SEAL OR - '' EMBOSSED SEAL SHALL NOT BE CONSIDERED • • - TO BE A VALID TRUE COPY 4T _ 1.... .•. _,�„t,i,s .-.�. _ ,__ A I•(i'GL'ArI 3 u air► rw....w+a�+.w...o�.r,.......+...�--�++--.�,.__ ...- - — - --- - _ VI i .I — d 7' 4„ _ts TYPE" -:: N 0 4-11,_-W ITS 12" F rJEWT KI ,.� 2� 14- Z oil 411 Q fr CJJ .1Gi2 '�ODd f I , 'I e'er � �l�II`1G, rr 41;1� If 0 f I A t i _,-�•__, of NEW y 4\SCyF C iu ' n ! If ES E f s j i f � Joseph l=ischetti, PE- �;E�� ��O U�� �1.y��. Eileen 5antora Residential Designer. 1725 Hobart Road • Southold, NY 11971 1140-04 631-734-2794 • Cutchogue, NY. 631-765-2954 ti 2�5 1 f 9 IAF I 1 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename:Untitled.rck TITLE: Goy COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 06/25/04 DATE OF PLANS: 6-15-04 PROJECT INFORMATION: Addition COMPANY INFORMATION: Eileen Santora COMPLIANCE:Passes Maximum UA= 119 Your Home UA= 102 14.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 528 30.0 0.0 18 Wall 1: Wood Frame, 16"o.c. 611 15.0 0.0 42 Window 1:Metal Frame with Thermal Break:Double Pane 72 0.350 25 Floor l:All-Wood Joist/Truss:Over Unconditioned Space 528 30.0 0.0 17 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, andcalculations submitted with this permit application. The proposed systems have been designed to meet the New York State En rgy C sery tion Code requirements. When a Registered Design Professional has stamped and signed this page,the are atte to - f his/her knowledge,belief, and professional judgment,such plans or specifications are in co li Builder/Designer Date A I 62 e o `�®CESS%�� COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF APP OVED AS NOTED SOUTHOLD TOWN ZBA DATE: $ B.P.# SOUTHOLD TOWN PLANNING BOARD 6 BY. I SOUTHOLD TOWN TRUSTEES FEE: NOTIFY BUILDING DEPARTMENT AT N.Y.S.DEC 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: s 1. FOUNDATION - TWO REQUIRED PLUMBER CERTIFICATION FOR POURED CONCRETE ON LEAD CONTENT BEFORE 2. ROUGH - FRAMING & PLUMBING s. INSULATION CERTIFICATE OFOCCUPANCY 4. FINAL - CONSTRUCTION MUST SOLDER,USED IN WATER BE COMPLETE FOR C.O. SUPPLY SYSTEM CANNOT ALL CONSTRUCTION- SHALL'MEET THE EXCEEDr2(i0 OFlq LEAD. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING OCCUPANCY QR ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING USE IS UNLAWFUL w WITHOUT"CFRTIFIc-T__ OF OCCUPANCY � -� UNDERWRITERS CERTIFICATE' REQUIRED CERTIFICATION OF NAILING&CONNECTIONS FLOOD ZUNE COMPLY WJ;TH CHA TE FLOOD DAMAGE PREVENTION $OUTliou) TOWN,CODE. ALL CONSTRUCTION SHALL ; MEET THE RLOUIR'EMENTS OF THE; } ( CODES OF NEW YORK:STATE i WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1).RIDGE-TO:L"FTERASSEt"3LY: ROOF FRS MING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL - 1-1/4'x 20 gauge strap sha!!be a!•w ched to each pair of rafters in accordance to'abte 3.4. NAIL NAJL JOINT DESCRIPTION NOTES BUILDING USEDWELLING When a ah!!3r tie is used in ten of a edge strap,the nurrhrsr of 10d common malts required QTY. SPACING BUILDING HEIGHT _ CONSTRUCTION NOTES: in each erd of the colinr tie need not exceed the tabulated number of 8d nolis in the strap. RAFTER TO E WALL:3-8d COMMON EACH TIDE-NAIL TOTAL SO. FT. OF CONSTRUCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER PRESCRIPTIVE AS PER N.Y.S. RESIDENiIAL CONSTRUCTION CODE AND 1).The Information within this sot of construction doctm�nts Is tela'^d to basic drrt;n 2).RAFTER-TO-WALL ASSEi,i9-LY: intent and(*^ming d^!;a'!s.They are Intcnrted as a constructon aid,not a subs!Itule Lateral frarhing?„i shear wa!I cornedlons for rafter,ceiling or truss to top pinto shnll be in CEILING JOIST 8'WALL:3$d COMMON EACH TOE-NAIL DESIGN CRITERIA 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANU A'_ for c"nr'r3"y eccep!^d coed building pract'c'e and compf•,rice with current New York o^cordance to tnt'li 3.3.1°Vri a racer or truss do not fall In lino VI studs bn'cxi,rafters TO TOP PLATE 1C'WALL:4 8d COM,AON JO,ST State bu'!ding cThe General Contractor is re-p�onsihle for providing standard or trusses shell be arar�ted to the wall top p'3le and the wa!!top plate sh39 be •o attache CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES nd�s. ,�ornstruct.cr delal!s a^:!procedures to en: m a irofi�sr!onn'!y f rifshrd,structurn!"I the to the via!!stud with up",f!corrections.Roofs overhanging the rake side of the building PARALLEL RAFTER VVFCM-SSC LAP NAIL EXT. BALCONIES 60 sound and a w1r therproof comp!etnd prod'ict stall be connected with up'ift eonrect:ons in accordance w,ilh table 3.3c. CEILING JOIST LAPS AS PER TAPLE 3.7 EACH FACE DECKS 40 OVER PARTITION _VVFCM-SSC LAP NAIL ATTICS w/o STuRAGE 10 2).The G,-neral Contractor Is rr sponslble for enduring that ell work and constntct+on 3).WALL-TO-WALL ASSEN",SLY: COLLAR TIE AS PER TABLE 3.4 eAUH FACE ATTICS w STORAGE rrneM current fedora!,state,county and tor!cod^s,irdiiPnees and re^,Anti^ns,etc. Wa"^4rds above and st_sds bela^K a floor level shat!be et'zched wi'.h uf'ft connections In l 20 A s, p , fi h ' 9 TO RAFTER 1WFCM-SBC END NAIL DESIGN LOAD CALCU!ATIONS I Pisf+codes are to be cor:,dr _d as art o,thn sn._i,canons for this build"rig and frcecrd^rice with tah'e 3'b.When well studs abovo do not fel in line with studs below,the ROOF GROUND SNOW LOAD) 45 should be 0,,gyred to even If in vert^rice with t!..f tan. studs shall be ettichr=d to d common member in the floorassFm".' with u I!`t connectors in BLOCKIN3 EACH TOE (LIVE LOADS PSE) p y p 2-BdCOM�70N ROOMS (OTHER THAN SLEEPING) 40 ta 3.3. TO RAFTER END NAIL 3).D'rnrrskms shall take preW.int over scaled draw;^gr.. accordance with citRt!A BOARD COMVON EACH END ROOMS (SLEEPING) 30 '-iF;: (DO NOT SCALE DRAYPNGS). 4).WAL.LASSEMCLYTO FOU":OATIt3 TO RAFTER _ END NAIL STAIRS 40 First coal£!uds sha!!tot connected to the toundal!on,silt plate,or bottom plate with upITP GAURDRAILS ANY DIRECTION 200 4).The en�in3er hes not been ergrngd for corst uctlon sttfverv1!:Ion enrt assumes no crmnertors.Steel eirsps shall have a minimum embedmerrt of 7Inches In concrete WALL FRAMING-: rctocnsibi'ly for constn-tion coord.nnling wi:h tt ese pLns,nor res,"n-it'!i^y for foundalion and s!nb-o"rade,15 inches in masonry block foundations,or lapped under - - NAIL NAIL EXPOS�KE CATAGORY construc",on mons,methods,tochni•,ues,£tea-Ices,or procedures,or for safely the plate and nailed in accordance wfth t It;;.3.3b.When steel straps are lapped under the JOiNT VES1-12iPTION Off" SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDVA"ND PATH CONNECTION pracalAions and pross;r::ms in connection w th the work.Thcre are no warrar.�ies for a bottom plate,3 inch square w'aches chall be used with the anchor belts.Anchor bolt ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE spPcTc u^e eyprerd or Imp!?ed in the use of th^se pians, spacing Is to bra spaced and sized In ac cordirco to table 3.2a.in add'tion CA, 2-16d COto spacing, TG: PLATE TO COMMON PER FA'E NAIL Eicher bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 NAILPIG SCHEDULE SEE GENERAL NOTE PAGE F`,Ref~r to the Win I and Door sehedui.A far ex:e-:or civtr lags. corners. TOP PLA',•E_t AT e e JO!NTS FACE EGRESS SEE FLOOR PLANS AND y.""JDO�"J SCHEDULE + lNTERSEL.i'ONS 4-16d CA,...:AN EA.SIDE NAIL -Sym.i 4). The Cenerai Contre^!7r Is to ensure that marc my or priifibractM fireplaces meets 5).TYf E t FXTFP.IOR SHFAR`A'Al.L CONNECTIONS: -- FIRE PROTECTION ire(cc-7s manufacture's spf*ci"'c,!Iens and ap^!I xt'e codes. T i evterier shear�vn'!^vr!!'t a min'rnum of ', t STUD TO 4 24" FACE Type 7' 6 Inch whaled s rt^.tura!p:tnN an ifu±exterior 2-16d COI.R'OfJ Sti"OKE & CO2 QETECTORS', � SEE FLOOR PLANS e"iched wf*h Ed com-non nails a•, s'o.c.at the panel e:tgrs and 17 o.c.h the Feld,and STUD O C. NAIL - h n r. , r n n" , N^ADERTO 16*O.C. FACE TRUSS DESIGN N/A - STANDARD STICK FRAME CONST'?UC�ION 7).Thu+ ,en mal Cn, aN,o. Is to eon..uR Kith the c mer for e�but,!-!r ' 'ns 112 inch gyrr.ttm w..•e!x.�`ard on the interi.^r a ached with 5d coder ria's a!7"o c.at p<�tnel 16d COf,"f.RON s',ch rs bcol.ca,es,she'virq,partry,closets,trim',etc. ed;rs and 1C`o.c.in the flea sha4 be in acnordance ir¢^h the lenguh requl-ements specifiod HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 L' n tablch 3.15a-b. TOP OR BOTTOM .2-16d GO+."'y"Ot`J PER 2x4 STUD END e).V,1!^d load requt eTPits al-It 5a taken in'.a sac wet during canst^tctbn. PLATE TO STUD 3-16d COVVON PER 2r.6 STUD NAIL - 6).TYPE I'E:CTLR!OR SHL ARWWALL CONNECTIONS: FOUNDATION NOTES; Type It ext-nor shearwat!s sha'!meet the requirements of table 3.153-b tames the appropriate BOTTOM PLATE T0:', PER FACE NAIL 'tergih adjustment fa"ors In G^b'e 3.16. FLOOR JOIST,BAND JOIST, 2.-16d C01"�"ON FOOT SEE NOTE:1,2 1).Tho Genera!Contractor and Mason to revir Af p'3ns,e!ev^!ivr•s,dote!s and notns to END,101ST OR BLOCKING dc'Arriine intended hei^hts of fn�shed s Pao aove typicalrade. c • � ) bg ).INTERIOR„HEAM,VAL.L CONNECTIONS: FLOOR F RAM i i N b: _ �2.AlfQr,'?^ s to rest on und`. lurted(virgin)soil.A hunted beam 3000.sf 1A!!owab'e stdei clt lengths provided in ta',le 3.14 she"be permitted to be increased when NAIL NAIL i ) g ( g ) g i� interior sheanvat!s are used.Sheathing aid connections shall be In acro dan,-o with JOINT DESCRIPTION NOTES `- 2.4.4.2 and 2.2.4 respectvely. -(ITY. SPACING ` 3).Prollda1,7•expansiorljuirtmalc-iilbftweeoconcretes'nbsandahhttting JO!STTO: PE, TOE CLIMATIC Ft GEOGRAPHIC DESIGN CRITERIA coneret..or mason wa:s occirir in r:terior or un„ez.pd in,orior areas. r , ! n• 4-SO!COI'""ON - ry g ` r 8 .CONNECTIONS AROUND EXTERIOR WALL OPENINGS: S LL,T. PLATE OR GIRDER 1C 1,,: NAIL MI ) GROUND Vb'!ND SEISMIC FROST WINTER ICES!{IELD f^ " r t Heod!•rand/orglyd�?r connections sha!!be s!tached with up!•It connections in accordance BRIDGING EACH TOE SNOW SPIED DESIGN WEATHERING LINE TER!XTE DEC W DESIGN UNDERLAYMENT FLO!)C }- e Arm new c with #4 r -Nor, 8 rig a..t 12' . existing macre e poxystructure shall with t?!±!e 3.5.Window slit p!i,.s shall be have steel connectors in accordancfh with table TO JOIaT 2-8d COMMON END NAIL LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED �HAZAFDS W Z oe insta'!ed with k4 re-t?ar,18'long at 12'o.c..Use approved apoxy for insta'+ation. 3.5. - -- - BLOCKING EACH TOE 5' UniC"s O,he^r,!..e nate 2-Ed COMMON r MODERATE SLIGHT TO _ f. f d,aft s"ebs on grade to be 2500 p.s.i..Concrete to tae o , CEILING f TO JOIST END NAIL 45 LBS. 120 B SEVERE 3 FT. 11 NONE ^+ r, � ,t "t � ^ ).CATHEDRA CE Lif'<�AS.�Eh'3LY: - TO HEAVY MODERATE Cl poi- ,on 4 inch t ick.hind or gravel III!�:h 6x wire m..sh reInforcirg.Inter.r slalhs Where a ridge is to be used as a structural beam,the rafters shag either be.notched and ELOCK!I:G TO: "v" EACH TOE - 4.1 "� ' to be minimum 3-112 Inch thick. anchthe hrt cred on top of eaor slow connectors shall be attached to eavh r..!trr-ta r dge SILL OR TCP PLP rF 13-16d COMYON oN BLOCK NAIL 4-% 4-� Sion tth�c,--n ori"ng part of the building.Cennect!ons to the ridgy and we!",s' !' LEDGER STR!� C J 1C).Ca,vlsp:ace^to beprovic.- w4..hamini^um,8•x24'accessoper.!ng.Irhst�Gane to , , bei 3.,8dCO'1i.".toN ell FACE ROOF SHEATHING REQUIREMENTS FOR WAND LOADS: __ o ev vent for true 1 r a.� rd%i'.h thn atk3Ve rejuiremen s. TO E:A " JOIST NAIL 8x16 oaGt iron found-tto �_sq.ft.of area. NAIL SPACING NAIL SPACING AT INTERMEDIATE r c SFEATH!NG LOCATION F c NOTES D -CK AND COVERED PORCH NOTES: JOIST LEDGED PER TOE ATPAN,_LEDG�S SUPPORTS IN THE PAN�LFIELD `� • 3-t?d COMMON JOIST NAIL 7).Da r;ypraaf P derior of foundat`or with b hrm!notrs coat! as �r section R40.�Of TO BE-AV -- p' - -'PERIMETER EDGE ZONE 8d COIAI.fON tri 6'O.C. 8d COMMON 6"O.C. iEE NOTES:1,3 u» iN.Y.F.Rectdenti.al Constrict on Cade.A 6-m1'p0!yefhylerhe 1:'m s!`r!1 be applied ovrtr 1).Unless otherwise noted,a'I framing marrrlal to be#'ACQ pressure tre•7,t;+ltmh~.er. BAND JOIST PER END Iihe aelov rade "an of exterior walls prior to bacf' n A!!fastenan ban ors and anthers to be lvin'!zsd or sa'niess sleet. 3-1( d COMMON t COM',ION JTES: t(BOTH FIELDS ) O r q F p g• g gp TO JOiSTJOIST NAIL INTERIOR ZONE 8d COMMON�6 O.C. 8d COi4 ,iON ig 12.O.C. _ "U I E:2 FOR PANEL FIELD / 1:0 E'.n ainane s er section R405 of N.Y.S.Regi ent at Cons+ BAND JOIST TC: PER TOE NAiL n r. - a p� d� i,ct;an Code. 2).Girders for drrNc joists to M bolted to each past with washers and nuts 2-'6d COf,�t�'CN GA.,LE EN_WALL RI`.KE AND RAKE TRUSS 8d COf,4,•10N E?!4'O.C. 8d C01A4ION�"4i0.C__ SEE f'JTE`h: 1,3 Gi-dnrs on corcre'.e pie-,sha!l be anchored with proper Slee+connectors anchored SILL OR TOP PLA F �` _ FOOT SEE NOTE:1 t) L _ FRAMING NOTES into concrete w',h a minimum 112'dip x 7"long anchor bail,with wa^hers and nuts. - i N4. ' NOTE_ S_ 1).A!I frami xl Q�chniGuec end meta ods as prescript^re deli^n of 1995 SSC High Wind t•!�IL NAIL o 3),Posts supporting g!rders shall be.,anchored to a 1�.xi2'xl2'thick amcre!e f0r!'rg, JOiNT DtiSCRi,MON NOTES THESE NOTES ARL'ONLY TO BE Rr FERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. _ Edi on Wood Fra ing Cons'.n,c'von Afarual. Use a minimum'. d;g x 7'long er.chor bot with• v'hi 3 3,ld nuts.Fcortngs Shall - CiTY• SPACING be 3 P.De'aH grade.Concrete piers to hP used tti!':tall porches'dreks a'"n morals or pety�r!a5. lsr RUCTURA > F.S P'R TABLE 3.8 1).For roof shPnthing wThin 4 fent cf tie pertrnet^r edge of the roof,Including 4 fed.,on each lido of the roof peak, 1r2 Unless otherwis� noted,at:tami and structu-�' roodm,t,n4iltobs#2+13TR. c the 4 foot perimeter ed;A zone ettichmen,s required shat be used. CC\• )• rxJ V'JFCti,-SPC t f I DouS:s Fir. 4).Der*&,,ts to have blor:t'ing at ST o.a. CEILING SHEATHING: 2).Tabulated 12 Inch o.c.ra>i spadig assumes sheattt!ig aft dhed to raft.T/truss framing members with G>0.49, ,3).Floors,walls,ceifrings and rafters to be spaced at 16 inches ox.unless noted 5).A minimum of 10 inch fishing shalt be in4ta"ed between the Wilding and ledier. 4 _ NAIL N'1ih For framing members with e0.42<G<0A9,the n<?!spacing shall be reduced to 6 inches o.c, Itterwise. Led;rr to be faQ!ened to but'!:ng with 112'd'i.belts wTi wnsh^m end nuts JOI,JT DESCR,PTION GTY, t'aACI NG NOTES 4).Unless OthenNse noted,all bearin wall headers to be 22x10#2*BTR Doug.Fir. where needed• GYPS''t 7 7' O.C.�7r G 3).Tabulated 4 Inch i..nal spacing assumes shea+!ting to rafter/trtuss framing members with G>0.49.For 0 { ) " g•" iNGYPS 1A 5d COOLERS 10'O.0.FIELD framing mer.,bers with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Bening wn,i he^ders to have(t)jack studs end(2)full length studs on each„idea a.' 6).Concrete piers shall be a minimum 6'above g ode. openings.LA headers to have(3)Jack studs and(2)full lergth studs in each side of WALL SHEATHING: openirns.Fearing wn!!Yr^dow si"s shall a'-,o have(2)Y,ird--w s'!p+a;es for 2x4 wit!' i,, Joist also - 7).A,1)a joists to be supported wµh hangers and ercltors.Ea^,"t Joi.. sit:A a :a bA anchored oprnirgs vfwe,±n 41 and 6'0 end 2x6 wai!r;X rii rt befwern 5'11,anti 8'9.Provide bre to g;rd^r(s). JOiN'T DESCRIPTION NAIL NAIL^ NOTES WALL SH EI,THI NG REQUIREMENTS FOR WIND LOADS: and blocking where applicable. on. SPACIN, 8).Covered Roofs sh�l fag arsemt!nd and anchore'7 the sane manner as a typical SPC build'ng. STRUCTURAL �,�, W.rCI,1-c AS PER TABLE 3.9 NAIL SPACING NA'L SPACING AT IIJTERI"EDIATE 5).All funk beimsA.r+ade•s to bn Installed v.ith heavy duty gelvirized hnngrrs sifPAt�JFLS d -- 8d CO. ON (SHEATHING LOCATION I o � � NOTES anchors where a^ livable to all connecting joists. ►� AT PANEL EDGES ,SUPPORTS IN THE PANEL F,ELD Yp �►° PLUMBING r COTES 7e16•os� s•o.c.EDGE F_ , � 6d COMMON 4'EDGE ZONE 8d COfr!410N 6"C.C. 8d CO?"MON 12'O.C. 3�E NOTES:1,3(BOTH FIELDS) •�-- 6) nouhtA up Roar je is under wars that ern pare"el to the floor fntst and under ba'htiat s, 1).A.!!water supe'y,drainaI and Yertling to be instal'^d as per N.Y.S.Rosk'en;° I PLYWOOD 6'O.C.FIELD NOTE:2 FOR PANEL FIELD �`j �• Floors to have ceramic tIn in^t.,"ed shall be veriFed for proper load coipacity unless noted Cons!^jction Code. GYPSUM 5 T O.C.EDGE INTERIOR ZONE 8d COMMON 6"O.C. 8d COtA1,1C' , . 12'O.O. SEE NOTE:3 d COOLERS C' C on p ar,s. WALLBOARD _ 1G'O.C.FIELD - - 2).Verify sertic syst^m with the ingineer for Suffolk County Health Department approval. � NOTES C w 7).Provide btOckingbr:'d `pg in floor joists at 8'0 ova.Use soi!d bl0rking in Poor jeisfs FLOOR SHEATHING:_ � under 3l bearing wails. 3).If wall studs,plates or joists are cut out during Insts"ition for any plumbing related work, NAIL NAIL , c provide adequate bracing and p'stes to protect and secure the structure.Verify with the JOINT DESCRIPTION OTY SPACING NOTES THESE NOTES ARE ONLY TO BE RF'FERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. E).Provide insulation baf7e3 at eave vents between ra".ers.Irstyll draft t!odkfng as stato code and manufocture's recommendation for maximum tole size and spacing permitted. o of-Aded STRUCTURAL PA!4ELS 81 COMMON Z O.C. C FIELD be uoed ll sheathing within 4 feet of the comets,the 4 foot edge zone attachment requirements shad HVAC SYSTEM NOTES .� 9).Unless of ervlse noted,all roofs a•d wnis to tave a minimum 112 tick,4-p'y Fir ^• (� ,, 1).f1!ethanlxal subcon'�c!or is responsible for adheadng to an appiic�nble codes and safety �O�EJ. 2).Tabulated 12 Inch ova Halt sparing assumes sheathing attached to stud framing members with Q� CDX exterior sheathing grade plywood.Plywood to cover over pinte, and headers. requirements. G>0.49.For framing members with 0,42<G<,the nal specings shall be reduced to 6 inches o.c. '•1 THESE NOTES ARE ONLY TO BE REFERRED TO IF � 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subf1,00r 2) HVAC stjocontmdor is to fully coord'natei all system data and requirements with the MENTIONED IN SCHEDULENOTES ONLY. 3).For exterior panel siding,galvinized box nails shalt be permitted to be substituted for common nails. •..� adhered 1 �li PL400 adttcstve and s=w(,d to floor jests.Finished Poor to be Instilled equipment supplier.ui ment mer sutf?oor as pf r manufacture's instructions. t).Nailing requirements are based on well sheet,;ng 3).HVAC su`lcontractor to pimide omit system layout drawing and submit ft to the General nailed 6"on-center at the panel edge.if wall sheathing 1,).An bathroom wafts to have 1/2'ttdek rnotsture-rests ar t sheetrock.Grrans wells and 3). and oiAm er fur;'..al review and approval. Is nailed 3'on-center at the pare)edge to obtain higher ceilings and over furnace to have 518'thick type-x shn .her po c'*ock.All o' rtf buil'ing on-centershoir capacities,nailing requirements for structural vJ to have egular 1/2"sheetrork.All walls to be taped and finished. s oELECTRICAL NOTES: t:.embers shalt be doubled.or alternate connectors, si hch as shear plates,shall on used to mailrmi-load path. 12).A11 roof with a prch less than 4:12 shall be Installed with an Ice&Water barrier or I1).A1 electrical to be insfp"ed as per N.Y.S.Residential Construction Code. approved equal,Flat roofs sha!l be eppred with a Fiberg'as base sheet with an EPDM 2).W"rer wall sheathing is c3rtinuous over connected torch down type materi^!over. 1).Ail electrics'work shelf be approved by a que'ifie'.Underwriter. members,tho ta5ulited numoer of nails shalt be pem"ed . ..R, �..► rt to be reduced tot-16d nail per foo.. 13).All sill plates and wood in contact with concrete to be pressure treated.Sin plates to 31,Insta!I Smoke detectors and Carbon A"onoxide detectors throughout as per section R317 be lnsta+!rd with a foam sill gasket and co"4cx temhl'n shfc.d or approved equal. cel N.Y.S.Res'd^ntat Construction Code. o'�� �\�t�` �� a Yrs. V l it J52`oN� CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER—TO--WALL RT20 APPLY TO EACH RAFTER �. RAFTER—TO—PLATE RT15 APPLY TO EACH RAFTER f , �� NOTCHED RAFTER USE WITH SPTH4 CONNECTOR RAFTER PLATE-TO-WALL STUD SP T IH4 APPLY TO EACH WALL STUD RIDGE RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH ,TACK STUD �I CRIPPLE STUD--TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEA? WALL HO'_DDOWN ANCHOR ADSS APPLY TO EACH SIDEWALL END \ 1ST, FLOOR—UNDER—SILL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE TYPICAL_R1DGr:TORAFTERSTRAP'3JNG_ T-YP�CALRIDGE�EA-�,ITQgAFT.ERSTRAPRING— _ USE WITH 3" SQUARE WASHERS --- — -- U.,E THE FO'-LOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECO" ENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2" SPACINGS BETWEEN THE END STUD AND THE 2 OTHER STUD ANCHOR BOLT CONNECTION FOUNDATION 518'DIA. INC HCR BOLT RAFTER - .'OR ALLOWIRC CONNECT CORNER STUD ANCHOR BOLT CONNECTION SUPPORTING MAXIMM SPACING HOLDDOV,' . INSTAI LATION TO TRANSFER :,HEAR SILL PLATE TO FOUNDATION STORY rte'OC TOP PLATE •o- FASTEN WITH 2 16d CRAWL SPACE OR FooUND c " SILL PLATE TO FOUNDATIONIUN 2 STORIES w OC TOP PLATE _ r COMt.,ION NAILS @ 6 O.C. CRAM/l SPACE OR FOUNDATION MALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1.2 STORIES 5T OC WALL STUD WALL STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) }- -�� L z TYPIC,AI_RAFTER TO WALL STUD CONNECTION_ ALTERNATI\t: RAFTER TORALL STUD CONNECTION_ SHEAR WALL CORNER CONNECTION ., o lot- 4-1 + to is, c4 2ND. FLOOR WALL STUD 0KING STUDS s o .- 4A 2ND. FLOOR PLATE CRIPPLE STUD SUBFLOOR -- o WOOD JOIST - RIM BOARDs HEADER t� BLOCKING WOOD JOIST 1 1 ST. FLOOR TOP PLATES JACK STUDS I' GIRDERIHEADER —O WOOD GIRDER �}+ M WOOD JOIST 1ST FLOOR WALL STUD _ TYPICAL HEADER CONNE=CTION S7. JOISTFRAMING OVER WOOD GIRDER— JOIST FRAMING FLUSH WITH GIRDER/HEADER_ TYPICAL MULTI-STORY CONNECTIONS � �-- 1ST. FLOOR WALL STUD 4 Cti 1 ST. FLOOR PLATE SUBFLOOR SILL GASKET & •-- iNALL STUD WALL STUD RIM BOARD �' TERMITE SHIELD U BOTT ;M PLATE BOTTOM PLATE BATHTUB i_ SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST DOUBLE JOIST _ (TO OVERLAP JOINTS) ' • ' -- FOUNDATION WALL. ,- C1 p • FOUNDATION WALL - _ ` 1 CC) ('\ r t �' ft ��! 00-MILEJOiSTFOR UNDER-A�3ATHLUB__ I)OUSILE JOISTEO! _NON-Qt ARING WA1.LS� 1 ST. FLOOR TO FOUNDATION CONNECTIONS_ l .�� _�T�4N ANCHORING J�Op�O 0525�� tt�" ®F.sslo���" ��1 WIND RESISTANT CONSTRUCTION CONNECTORS DECK PORCH CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES 4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 AU44: USE w.Z MIN. 1 2" DIA. x 7" ANCHOR BOLT 6x6 POST TO FOOTING ANCHQR PAU66 OR VF A SwMIN. 1 IAx 7" NH T 4x4 POST TO GIRDERHEADER PBS44 PBSE44 KC44 JSE ONE TYPE FOR EACH POST 6x6 POST TO GIRDER HEADER PBS66 Z PBSE66 Z KC66 USE ONE TYPE FOR EACH POST OST COLUMN TO GIRDER HEADER L5TA12 OR LSTA24 _SE 2 FOR EACH POST COLUMN ©'` ~ RAFTER . TAIR TRIN -CONNECTION TMU26 OR MPA1 -USE ON EACH STRINGER AFTER JOIST TO HEADER TYDOWN RT15 JSE FOR EACH RAFTER USE ON EACH RAFTER. MPA1 USE ONLY RAFTER- �%' �,\ RAFTER TO LEDGER BOARD TMU26 OR MPA1 AIHERE TMU26CAN NOT BE USED LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE HEADER— NAILING SCHEDULE ROOF FRAMING: RAFTER--- JOINT DESCRIPTION QTY SPANAIL CING NOT._S RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER CEILING JOIST 8'WALL:3-8d COMMON EACH TOE r1AIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL ""ONNEC71ON ALTERNATIVE RAFTER TO HEADER CONNECTION CEILIN�GJOIST TO AS PER TABLE 3.7 EACH FACE __ — _: —, - PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-Sac END NAIL STAIR TREAD— BLOCKING GIRDER/HEADERTO RAFTER \ 1 2-Bd CbM,","JN EACH TCE END NAIL nn __ RIM BOARD 2-16d CO,t dON POST R I I�I B O A R L.1� =' TO RAFTER t END NCH ND n WALL FRAMING: POST/C O L U M o o I STRINGER---- Jo1NT DESCRIPTION QTY SPNAIL ACING NOTES RIM/DECK J 0I STOP PLATE TO k-led COMMON PER FACE NAIL o TOP PLATE FOOT o TOP PLATES Ar JOINTS FACE ..- STRINGER TO DECKS PORCH CONNECTION INTERSECTION"') 4-16dCo.�"1014 EA SIDE NAIL GIRDER HEADER TO PGST_COLUMN SONNECTION ---- ---� --�— ��-_—_-- STUD TO 2 16aca�t*toN 24• FAC-:- — STUD O.C. NAIL i HEADCR TO 16d COMr,1ON 16 O.C. FACE HEADER _ ALONG EDGES NAII. POST TO DECK ZPORCH CONNECTION TOP OReOTTOM 2-18dCOMMON PER 2x4-1 -)D END — - — PLATE TO STUD 3-16d COMMON PER 2x6 E TUD NAIL � O BOTTOM PLATE TO: FLOOR JOIST,BAND JOIST, 2-16d CON"AON PER FACE N:'L END JOIST OR BLOCKING F00' t) Cq DECK JOIST FRAMING: v c° I G I R D L R/HEADE o—O JOINT DESCRI"TION QT. S.ACING NAIL NOTES U_ -� JOIST TO: 4-3d COMMON PER TOE r- ° SILL,TOI-PLATE OR GIRDER JOIST NAIL GIRDER/HEADER-- ---- - 0 BRIDGING EACH TOE POST/ COLUMN ° TO JOIST 2-8d C01. dON END NAIL JOIST "� ,� BLOCKING � EACH TO:: � ° TO JOIST 2-Bd COMMON ENn NAILBLOCO EAC 4 TOE: . P 0 S T/C 0 L U M N— L SIL O TOP PLATE 3-16d COM1.1014 BLOCK NAIL LEDGCR STRIPcli 3-16d COQ tt�tON EACH FACE _ TO BEAM JOIST NAIL GIRDER/HEADER JOIST ON LEDGER 3-8d COMMON PER TOE TO BEAM JOIST NAIL I� BAND JOIST 3-16d COM'10N PER END TO JOIST JOIST NAIL BAND JOIST TO: 2.-16d COMMON PER TOE NAiI SILL CCOR TOP Pt ATE FOOT IG RDERf HEADER TO POST/COLUMN C NN TION GIRDER HEADER TO POST COLUMN CONNECTION JOIST TO GIRDER(HEADER CONNECTION o NAIL NAIL `— --- - -- JOINT DESCRIPTION QT, SPACING NOTES STRUCTUr AL PANEL 8d AS PER TABLE 3.8 WFCM-SBC ••— DECK AND COVERED PORCH NOTES: Q z 1).Unless othe 'rise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be gahrinized or stainless steel. Q) 2).Girders for deck joists to be bolted or anchored to each post or plr-,r whh washer and nuts. (t1i Girders on concrete piers sha!l be anchored with proper steel connoctcrs anchored •"'" GIRDER--- into concrete with a m!rimum 12"dia x 7"long anchor bolt with washers and nuts. 4-N r " . 3).Posts supporting girders shall be anchored to a 12"xl2'xl2"th'ck conczete fo,*Ing. U POSTUse a minimum 112'6a a x 7"bag anchor bolt w!th"shers and ruts.Faot!ngs Shall Q be 3 ft.below grade.Girders with roofs shall have 12"dia.concrete plars 3'below grade. WOOD JOI S •-- 4).Deck gists to have b!odc!ng at 8'0 o.c.. y ' I � R E 5).A minimum of 10 Inch Mashing shall be!ns'a!'ed beMrA,n�ruilding and ted,;er. • y ► GIRDER/HEAD �' ;; Ledger to be fastered to buildingwith 12dia " .bo"w' —Pth hers and nuts CONCRETE_ PIE •, 12 x12%12" CONCRETE FOOTI •i> v at16"o.c. A WOOD JUST 5 6).Concrete plgrs shall be a minimum 6"above pradr-. C. Y y Y Y • :A 7).All joists to be supported with hangers and anchors.Each Joist shsti also be anchored 1 y > to glyder(s), /{^�� > POST TO FOOTING CONNECTION 8).CeveredRoofgshatibeas—, rrrredandanchoredtbr.saTemalnerasatyalcalbvitd;rttJ. CLIMATIC & GEOGR CRITERIA � ` : SIGN _ JOIST FRAMING FLUSH WITH GIRD R HEA.DER CL — �� v.-.. ' GROUND WIND SE!S!"C1 TNrR! 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