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Home My WebLink About38271-Z gtlFFpt,tc Town of Southold Annex 9/6/2013 P.O.Box 1179 54375 Main Road oy Southold,New York 11971 �r CERTIFICATE OF OCCUPANCY No: 36490 Date: 9/5/2013 THIS CERTIFIES that the building ALTERATION Location of Property: 35615 Route 25, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 97.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 38271 dated 8/20/2013 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: minor alterations to an existing one family dwelling as applied for. The certificate is issued to Maloney,John&Maloney,Rosemary (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 3022329 5/31/07 PLUMBERS CERTIFICATION DATED 8/20/13 Jack Gismondi i A)4iKed gnature 4�guFFn��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o • SOUTHOLD, NY 41 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#: 38271 Date: 8/20/2013 Permission is hereby granted to: Maloney, John & Maloney, Rosemary 35615 Route 25 PO BOX 58 Cutchogue, NY 11935 To: minor alterations to an existing one family dwelling as applied for. Replaces BP 31753. At premises located at: 35615 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-1-15 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 2/19/2015. Fees: PERMIT RENEWAL $75.00 CO -ALTERATION TO DWELLING $50.00 $125.00 uildin spector 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. 31753 Z Date JANUARY 25, 2006 Permission is hereby granted to: JOHN MALONEY 35615 MAIN RD CUTCHOGUE,NY 11935 for MINOR ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 35615 MAIN RD CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0001 Lot No. 015 pursuant to application dated JANUARY 23 , 2006 and approved by the Building Inspector to expire on JULY 25, 2007 . Fee $ 150 . 00 Authorized Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL US-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 of new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval'of'electrical installation from Board of Fire Underwriters. 4. Sworn statement 4om plumber certifying that the solder used in system contains less than 2/10 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. 8. For existing buildings(prior-io 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 lnspector'shall state the reasons therefor in writing to the applicant. C. Fees I. 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 $15.00 Date. New Construction: Old or Pre-existing Building. (check one) Location of Property: 4?) ' L,kl' ( - House No. Sti-eet amlet Owner or Owners of Property: S 11 Suffolk County Tax Map No 1000,'Section l rr '.Block 1 Lot. `Subdivision :.1;iJed Map. Lot: Permit No. � Date of Permit. Applicant: Health Dept.Approval: ' Underwriters Approval: Planning Board-Approval: . - . Request for. Temporary Cerifiicate- Final Certificate: (check one) . Fee Submitted:$ Applicant Signature a �� Ln�� co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 S BUREAU OF ELECTRICITY 5 S40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 5 TUCKER ELECTRIC, INC JOHN MALONEY S 5 HARBOR1800 31753 MAIN CUTC OGUE, NY BOX 3 , CUTCHOGUEO D NY11935 5 5 5 5 Located at 31753 MAIN ROAD CUTCHOGUE, NY 11935 5 5 5 5 Application Number: 3022329 Certificate Number: 3022329 5 5 5 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 5 5 5 Described as a occupancy, wherein the premises electrical system consisting of Cj 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 31st Day of May,2007. 5 5 Name QTY Rate Rating Circuit Tyne 5 5 Miscellaneous 5 5 2nd floor bathroom reno. 5 5 paddle fans in kitchen 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 2 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 5 SWiring and Devices 5 Outlet 5 0 Fixture S 5 Fixture 5 0 Incandescent 5 5 Outlet 4 0 General Purpose 5 Receptacle 1 0 General Purpose 5 5 Switch 4 0 General Purpose 5 5 Paddle Fan 2 0 S 5 Receptacle 1 0 GFCI 5 seal 5 1 of 1 5 5 ' � 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location,indicated. 5 5 o �� L ��LPLrr3P �� o 08/20/2013 08:32 631-765-3803 CENTURY 21 ALBERTSON PAGE 02/02 a Town HWI Aurrex 'x'OVhotta(;534765-i$0,� 54375 Main Road � � Fax(631 76$,95M P.A_Box 1179 Soaft1d,New Yort 11971-0959 TOWN OF o u JLmOLD .CERTIFICATIO_N a-71 Building Permit No. -U r l Qtvne . f �,10/�t✓ /C0.� /l�Gc r (Please print) Plat1? (Please prW) I certify that the solder used in.the water supply syStejn conttaing leils.than 2110 0f 141a, lead. Sworn to before 1e this day of A 20 _ 4 Notary Public S(A]O f L �- pount CONNIE D. BUNCH e Nota��ry Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2 o�� \ OF SUUT,yo courm,��' 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: � o a DATE INSPECTOR oF So�ryo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3� �� ! !o INSPECTOR ' ho��oF so�ryOlo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST PLBG. [ ] FOUNDATION 2 INSULATION_ [ ] FRAMING / STRAPPI [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: OX Iv DATE 3131 INSPECTOR �<Fs�� I O��OF SOUTy�! d � �o • �o �y�OUNiY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: g2zl::� f i DATE �( �� INSPECTOR �' P �� I �OF SOUIH co 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST N ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS-.- c- DATE INSPECTOR ,A, 7S'3 q so �o� ono ��ycvUlm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESIST T PENETRATI REMARKS: S v DATE Z INSPECTOR OE SOUlyo! UHi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LEIG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r lh 6- s - cdjpi�-- Q DATE INSPECTOR �� r Of SOUlyO cOUNi'l,Ncc3� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH -EIG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: cLj DATE INSPECTOR , FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) yV. -------------------------------------- FOUNDATION(2ND) d O l� y ROUGH FRAMING& PLUMBING H , c 3 INSULATION PER N.Y. y STATE ENERGY CODE FINAL v� ADDITIONAL COMMENTS rtiJ W r 0 Z rn: b x � C H • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N)�11911-- 4.sets of Building Plans TEL: (631) 765-1802 � ( Planning Board approval FAX: (631) 765-9502 _ Survey www. northfork.net/Southold/ PERMIT NO. C TS Check Septic Form N.Y.S.D.E.C. Trustees Examined — ,20 e:� Contact: Approved Z ,20 OL Mail to: Disapproved a/c __...._ ..___.. �l p l dam' Gc Phone: Ex�pf tion` :20 O L �. Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 b INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) ) l Builders License No. c —3 ,r 0 Z a rl Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of nd on which proposed wor �l be done: House Number Street Ha et County Tax Map No. 1000 Section 'Block- Lot S✓ Subdivision Filed Map'1No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of roposed construction: . a. Existing use and occupancy LC b. Intended use and occupancy_—, �le- 3. Nature of work(check which applicable): New Building Addition Altera 'on Repair Removal Demolition Other Work c-7�, �-- 0 v-r-S (Description) 4. Estimated Cost J2 G Fee / -S--U (To be paid on filing this application) 5. If dwelling, number of dwelling units N ber of dwelling units on each floor If garage, number of cars We- C- 127 U 1 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 Dimensions of same structure with alterations or additions: Front Redr Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO,,- Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect,//*14.1 e Address o 2�—� Phone No-2 3 Y V1 SS`` Name of Contractor 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 OFSfiQ JF L v ) L/ r--a'l y' e- S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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 8 day of nA " 20 Flo or Notary Public Signature of.Applicant KEVIN PODLAS Notary Pubic,State of New Yak No.0106132009 Qualtfed In Suffolk County My Commission Expires August 22,2005 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 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. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to-� 0 ns 4VIIU, Disapproved a/c �\ Phon(y Expiration ,20 \ `t`/ l G �Q' / S✓�— h i l `` Building Inspector JUN 3 0 2 --`G i APPLICATION FOR BUILDING PERMIT Date A , 20 D INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink nd s bmitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to s\�heylule. b.Plot plan showing location of lot and of build* �s c��ii prem es,relation p to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may n "� co nc befo ssuance of Building Permit. d.Upon approval of this application,the Bui�L g In or iss a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection thr u the �ork. e.No building shall be occupied or used in whol pa or\an urpose what so ever until the Building Inspector issues a Certificate of Occupancy. A' f. Every building permit shall expire if the work a th v ed s not commenced within 12 months after the date of issuance or has not been completed within 18 months from h te. ,f 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 beyequired. 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, addiKons, or alterations or for removal'or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature ofapplicant or name if a corporation) �—d 6 J- IA�Q I Al- 4 IVA (Mailing address of applicant) State whether applicant is owner,/lessee, agent, architect, engineer, general contractor, elect\c'an,plumber or builder Name of owner of premises,4,(-e" Q iV (As on the tax roll or latest deed) � If applicant is a corporat n, signature of duly authorized officer (Name and title of corporate officer) Builders License No. )- 3 , 0 3 Z A Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on w 'ch proposed ork wil e done: t , p o /Y Ir 9, 3 House Number Street Hamlet County Tax Map No. 1000 Section Block r: , ';:r`:,Lot,''; S Subdivision Filed Map No. Lot Y. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a Existing use and occupancy �'li-/ 5 GQ �i m�X0 b. Intended use and occupancy ,�l A ce 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work D o ^^zr 4� o o (Description) 4. Estimated Cost S 6 v Fee (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/ z S/-V -" tic s Dimensions of same structure with alterations or additions: Front 0'�?d c H!Z_;:g; R'ear Depth Height Number of Stories 8. Dimensions of entire new construction: Front �� Rear Depth Height Number of Stories 9. Size of lot: Front Rear. Depth 10. Date of Purchase Name of Former Owner 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 />� Will excess fill be removed from premises? YES NO l 14.Names of Owner of premises` °`2 Address Y'u e-G h s AlYPhone No. Name of Architect r e_A tali i z Address A-/k, Phone No 7 3 �'- Name of Contractor b n 4-0 t Address Phone No7 3�I/ 15 a.'Is'this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES,_S_OUTHOLD 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 YOR.IQ S COUNTY OFF /h -e S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ef-d n 7 ✓`a &-1�6 le— (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 tQ before me s day o 20. A 0— Notary Public Signature of Applicant BARBARA ANN RUDDER Notary Public,Sta4of New York No.4855805 Qualified in Suffolk County Gommlrslon Expires April 14, o 1060 TOWN OF SOUTHOLD PROPERTY RECORD CARD 7 OWNER STREET 136"f 45 VILLAGE DIST. SUB. LOT O hfY-y i'Y1 r f f I FORMER OWNER N E r " ACR. _t r' S P W .. TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MILS. Mkt. Valu LAND IMP. TOTAL DATE REMARKS �. b Q io S`1 f 0 a 4 !� 1 z z - 059 r or�sl . P �u.C��li l oc -70o pc 32e00 ia- q �o zoo® 310� s ► Il 1: �6�c) e. r-A3ye AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE L FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER - Woodland FRONTAGE ON ROAD Meadowlsand DEPTH G, House Plot BULKHEAD Total j DOCK , z. c-r a -.s ''.r s-' '' �e■■■■■■■■■■■■■■■■■■■■■■■■■■ k ` :. r ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ��_ , JI _ ■■■■■■■■■1�!■■■■■■■■■■■ ■■■■■■ AIL ■■■■■■■■��■■■■■■■■■■ ■■■■■■ A m 1 . » ■■■■■■■■�0■�■�■■�■■■■■■■■■■■■■ ........... .. . ........ ■■■ ■■■fr■■�!■■�■■Ifs■■■■■■■■■�■ ■■■e■■■■®N■W■■■el■■■■■■■■■■■■■ IMEMOMENEMOMMOMMOMEMOM ONE■■ - � �- ■■■■e■i■ee■eeee■ee■i■■■e■■■■■ ■■e■■■ ■■■ MM .- ... Rooms I st Floor .• Rooms 2nd Floor Driveway � FM t M i S13FF0 Southold Town Building Department o� cOG 54375 Main Road Permit#: 31753 y x Southold,New York 11971 Permit Date: 1/25/2006 o (631)765-1802 Expiration Date: 7/25/2007 yx01 pr Parcel ID: 97.-1-15 Dated: 11/23/2011 Applicant: JOHN&ROSEMARY MALONEY Location: 35615 MAIN ROAD CUTCHOGUE Work Description: ALTERATION MINOR ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR - ---7010 1060 0001 1566 7568 Owner: JOHN&ROSEMARY MALONEY Address:. P.O. BOX 58 CUTCHOGUE,NY 11935 Your BUILDING PERMIT #31753 has 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." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of$75.00 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. Respectfully Yours, Michael Verity: Chief Building Inspector Southold Building Department cc: Damon Rallis Zoning Inspector SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • �Q Soudiold,NY 11971-0959 ; cou BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE April 6th, 2010 John & Rosemary Maloney P.O. Box 58 Cutchogue, N.Y. 11935 RE: 35615 Main Rd. (ALTERATIONS) SCTM: # 1000-97.-1-15 Dear Mr. & Mrs. Maloney, Please be advised that your Building Permit # 31753 issued January 25th, 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's 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 *OF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,New York 1 1 97 1-0959 �yC0U11�`I BUILDING DEPARTMENT TOWN OF SOUTHOLD December 10th 2008 John dr Rosemary Maloney P.O. Box 58 Cutchogue, N.Y. 11935 RE 35615 Main Rd. SCTM: #97.-1-15 Dear Mr. d Mrs Maloney, Please be advised that your Building Permit#31753 issued.Tanuary 25th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to the use of the structure. To renew your Building Permit, please submit a fee of$150.00; at 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 Donna Walters/Rachel Berezny PO Box 347 10105 Oregon Road Cutchogue, NY 11935 (631)734-6398 July 22, 2007 Southold Town RE: Permit 31754 To whom it may concern: Our building permit(#31754) is scheduled to expire on July 25, 2007. We would like to request a six(6)month extension on the permit to complete our home expansion. Re ards, BLujuc Donna Walters Rachel Berezny 3i�S3 L4 LI T�lsl � Permit# r iI Permit Date _rr _ J I. 3(';t7H01_D REScheck Software Veri .3 Compliance Certificate Project Title: Maloney House Report Date:09/22/06 Data filename:C:\PFogram Files\Check\REScheck\MaloneyHouse.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 10% Heating Degree Days: 5750 t Construction Site: Owner/Agent: Designer/Contractor: 35615 Main Road John and Rosemary Maloney Mark Schwartz Cutchogue,NY 11935 Mark K.Schwartz,AIA-Architect,PLLC P.O.Box 933 Cutchogue,NY 11935 Assembly �.. Ceiling 1:Flat Ceiling or Scissor Truss: 55 30.0 0.0 2 Wall 1:Wood Frame,16"o.c.: 80 13.0 0.0 6 Window 1:Wood Frame:Double Pane with Low-E: 8 0.320 3 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 owledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. PC 11�_/ Builder/Designer Company Name Dat Y r t 'N. l- Maloney House Page 1 of 4 r !n.WN S79020� E /00' Al z w o � V N - o 1.9.9 FR. 14-000 CI SHED 59 F/+'Atiff- 2Q2 m 4 GARA GE 3i O N/F . TOWN OF SOUTHOL D Z Cn -FRAME ys /?..4 a c'f SHED 2AD Ft. 8.0 U 21.6 42..0 2E.9 1�12 .5m z wOcl":, Owt N .3.9• N p 43 ht -- S 71" 55 11' MA IN- RD. (•N. Y.5 25) T4X MAP NO /UUv''+i9?-C:/ /5 i(/Kl'f r, fV J0 0( f(.)H1•R'1990 Guafrac7►teas indietatsrd lses9r oY1 sftal#i ti8t onty to the person for jvh0m tf� mspvvoy sc/fit f r ,:f� is prepared, fond on hu behalf to flre Tale `ampeny, `W.VtMe te'` A4"cyj DESCRIBED PROPER T Y an-iina irtciik ien., it hste4i (%r ram; c(rsd r, the assianves of sh3 4and6vq iusauti+an, ti 1 r(•.n r f 4"c`°"' ay orb rt°' r`°"'' W.$ to CUTCHOGUE, TOWN OF SOL.'THO.,D s ddifionai ins7itut;ur cx at•Eriar�umnt tswray�� SIFFOL K COUNTY, N.Y. SURVFYET) FOR: JEFFREY W. 3 kATHLEEN C. CRAWFORD GuARAIVTf f P JFFFREY w 8 ^4r":.fiA '^r::wkf y1' SrANLf r' a 541(.5 N. TRW rt rL F INS v[-14 ,. .r PL.; LgoA i194 GREENPOINr SAS'/N!i S fHJ b h Nf rf `-'(:FFOL K A Y T'JwN .•,T S,',!,'�;;`+:.. /� 734 583.5 ,9 ;YU1h6r�I89� Cf if f .i• a:6'tx....ril .. F.•(F '" s 's ..d•..:.. 1 i . . vey is 2J tti .a�l�S+ 1:4....., C(i. ,•4 F :'+: F:' v .. 9l't !; New York cap,• ... •,s,��ti� ^J�«+ ,aE• i',/: -,v• `.,?'�°..;� -...:fin• v TC-Hv atj �'' N/F TOWN OF SOUTHOLD90 - 2 z /Op DEC 171990 /V w e WOOD SHED FRAME 201 rn 4.7LJ GARAGE 31.0 N/F TOWN OF SOUTHOLD Z FRAME m /2.4 fi 2(SHED �BO 2 2I6 - 42.0 ff.9 �'z /�2 STORY WOOD FRAME DWELLING 24,0 /7,2 LAJ O 3.9 N O 43 2/.3 PORCH O- M o,/a v re-S S71055 W /36 MAIN RD. (N.Y.S. 25) i TAX MAP NO. 1000-097-01-15 SURVEYED 30 OCTOBER,I990 SCALE I 30' Oe�rMMe indioatei Mn an" Mn Mf�to the pei n for vth" tM rjlver I SURVEY OF is prepared, and an bte behalf b tiio "c0lel ,COVOW.«wot Alormn DESCRIBED PROPERTY bnding r+.n+*M if"ad haven,and to the 68dil "of the Inndtn0 WiftilkwL SITUATE GwreeMea w,s an rot trtsrobM►o UTCHOGUE, TOWN OF SOUTHOL D addYlOr101 irtt�Aiorr« `~'`�,""'awnora SUFFOL K COUNTY, N.Y. . SURVEYED FOR: ✓EFFREY W. Q KATHLEEN C. CRAWFQ40 GUARANTEED TO: SURVEYED BY JEFFREY W B KATHL EEN C. CRAWF-ORD STANLEY /. ISAKSEN, JR. TRW r/TLE INS. OF NEW YOHK,/NC. P.O. BOX"23'4' CREENPO/NT SAVINGS BANK -- NEW 4UFFM-If TOWN OF SCorHOLU Unau"mmi=ed ObWOO 1 Or adMm to Loples of Ws vjm mcp net 6e9f4.. LICENSE ANO SU19VEYO QKM'ey h a vlO a"M of Sadlon 720P of the LwW Smveym embomd "W"k tM New York Stole Educdbn Law, not be ooae' wed to be a valW true copy. AOR 445 r S. :f 3k_. i v m m O co I � Z OCUPANCY OR Z io 0 , N o i L " USE: ISUNLAWFUL N Z� WITHOUT CERTIFICATE zo o s o 0 o OF OCCUPANCY o N APPROVED AS NOTED 0 - lyU N lD S Z. " " V m 0 ='j--� DATE:-4 B.,U.# z � Q o� = FEE: v � NOTIFYBUI J1 E _:,T�fi�NT AT U 2 U x 765 1902 �AM TO = ►J FOR THE 4-3c\j (� Q o a -2FOLLr'NING INSPEGTiz-)NS: (� u 1. FC,.;tiDATION - TWO REQUIRED S_ FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING u— u 3. INSULATION y 'Z 4. FIND' r^W"_- "Tl0N MUST BE ALL CO!J 'T`.Ji::': CN SHALL MEET THE REQUIRE,r1EIvT QF-i n: 'ODES OF NEW `{ORK S1ATE. IN . RE."ONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ALL CONSTRUCTION SHALL N ET THE REQUIR,=P��E^!TS OF THE CODES,OF NEW YORE(STATE: WWD-�BORKEDEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r I � I � - I � 1 `l• 'I 1 I. � I � I tl II ULTIPLE SECTION ASSEMBLY: 1 I I I 1/4-THICK BOLTS @ Z OC II II I � II �, II ,. I II .• 10' ri II I I 11 II N.T.S. L1' �= L1• IJ- FOR PANEL SPANS: I1 I I I I I I C OR WIDER SPAN 1 I I I I I 23/32'APA SPAN-RATED 4&24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS'4-) I I I I I 2x4 STRONG43ACKS Q 24'OC I I 1 I 14.•. I�, ASSEMBLY: I I I l 1)-PREASSEMBLE PLYWOOD TO 2x4'S:#10x3-(w/WASHERS)GALVINIZED OR 11 STAINLESS STEEL WOOD SCREW @ 12'O.C. I I 2�ATTACHING STRUCTURAL PANEL-FASTEN TO BUILDING w/ h� #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16-O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 910 TEE NUTS ATTACHED TO BLDG.w/#10x1-12 (WI WASHERS) MACHINE BOLT @ 12.O.C. REVISIONS NEW DORMER 2x8 R.R. 0 16"O.C. WI/1/2" PLYWOOD _ SHEATHIING, CONTINUOUS - ICE & WATER BARRIER, AND ASPHALT SHINGLES 2-3/41r— 16 0. 1 RQov RPM (y�)"o'1".,3/4"X9-1/2" 0 LAM E ISTING CEILING JOISTS _ — 2-2x8 NEW 4 BATH /, -— - - HDR ," , �x NEW 2x6 'o Z WAL L /06 REMOVE .; EXISTING — NEW 21x6 ® 16" O.C. EXISTING r} W/'1/2" PLYWOOD `� RAFTERS SHEATHING, BLDG PAPER AND CEDAR 04 SHINGLES ISTIR 3 x7 F.J. ®30 O.C. 0 II � -I - N II JL II Lo II I I E m XISTING N EXISTING STAIRS II n 0 � v NEW POST I EXIST. - x w TO FDN. I 7 , V a) = au n 1 I -� ttj fik T. ...,., c r. r. � u 1 SECTION 2 ELEVATION 1/4°=1'-0" A-1 1/411=1'-011 w O a Q i ® W 66 W z C/) CL EXIST. EXIST. 07" BEDROOM BEDROOM O 0 6", !� (W SIN (3) 2x4 POST '�ST -�� BATH �� C1 10'-6j' lo 0_ ai_ LofT IR L N W W N 3'-5 �� t2 4 52 _ ® Q >- r= Z (3) 2x4 Z W ►� POST Q (D EXIST. L1') = zo ® Ln M U 3 FLOOR PLAN A-1 1/4"=V-0" DRAWN: JG I'V 0 SCALE: 1/4��=1�_0�� C`AN JOB #: JUNE 23, 2006 SHEET NUMBER: `N. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD c BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION U HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS I-7 1ST, ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS '--a CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT P., rn HOLD DOWN BOTH BOT,PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION g2x6-2xE8 R SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER LS26 18ga,SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. `�ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGHFOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDETHE FLOORS TO EACH OTHER W/THREADED ROD, ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC 11-4 WALL STUD U ` THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP -- _ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN ` VENTILATION WOOD JOIST J===[ SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ROOFING TO AVOID SOAKING WOOD GIRDER INSTALL 4'0' D.C. THE SPACE VENTILATED, ALL OPENINGS 4"-B" LSTA24 1-1/4"x24"20ga,STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT,PLYWOOD INSTALL 0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFI TED EAVE 8"-14" LSTA30 1-1/4'40"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. , ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"06"18ga.STRAP AND JACK STUDS / 8' -12"RAFTER RT20 21-1/8 x 20ga,MOWN ANCHOR CONNECT TOEACH RAFTER S 0 FFI TE D EAVE DETAIL ON ALL OPENINGS �,' KEEP ROOFING NAILS OUT U� 2ND.FLOOR WALL „� OF FLASHING pp ROOFING LAPS BASE LL FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS RAFTER \ RIDGE CAP OF SAME O EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST Z O SIDE WALL FLASHING TOP PLATE GIRDER/HEADER 1 ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36"18ga,STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4 0 O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX, 1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga,STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE,&REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE AMICHOR PLATES TO EACH STUD OF ROOF DBL.SILL PLATE TERMITE SHIELD , �---SUBFLOOR SILL GASKET WOOD JOISTS ' --'\ TYP.CONIC.FOUNDATION A CONIC.SLAB NEOPRENE _ 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL.POLY ° �� ` BOLTED TO STEEL BEAM WITH GRANULAR FILL `, q - I 1/2 DIA. BOLTS ® 48 o.c. STAG 6MIL POLY ON EXTERIOR \ I " ° V � STEEL COLUMN _ 4 i ° 4 I e 4 p I> \ ' ` � ' I v CONC.SLAB I q - a° a ROOF JACK �� `, , , STEEL BEAM ° AI �, 4" x 1/4" x 8" STEEL ROOFING LAPS o i COMPACT FILL I ° �p , `� TOP AND BOTTOM PLATE KEYWAY FOOTING ° C q e q CONC.FTG. —► q ,4 Q q 3 G p' USSE WITH 3x3 SQUARE WASHERS SIDESFLASHING ATAND TOP �� I WITH 1/2" x 6" ANCHOR BOLT o : o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1/2 GROUT p REINFORCING BAR - - 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUND)ATION 5/8"DIA,ANCHOR BOLT I I SUPPO)RTING MAXIMUM SPACING FLASHING LAPS I I ( 10 KIPS ) SILL PLATE TO FOUNDATION 1 SWORY 72"OC ROOFING AT BOTTOM - CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONIC.FOUNDATION,APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONIC.FTG. CRAWL SPACE OR FOUNDATION 2 STO)RIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM(SL PLAT TO FOUNDATION 1_2 ST(ORIES 57"OC ROOF JACKS & VENTS D ETAI L �—SUBFLOOR CONC.SLAB I DOOR FRAME 6X610/10 WWM BAO�AGE Q----JOIST COMPACT FILL ' ' USE 2X8 - FOR BLOCKOUT STEEL BEAM 4" SLAB SLOPE P.T.PLATE W 6X6 WM M 4"DRIVEWAY --p+a.. NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR SPACE < I °„ 7 1 ,, , °� s (WITH A NAILING PLATE IF NEEDED) AT END AND d -% , • e • • . " • GRADE n �"-cr--=-cr--`- IDES OF WOOD p,4 D , p. D TO BE APROX.i/2 OR HIGHER THAN " e '• STEEL BEAM TO ALLOW FOR SHRINKAGE q ,�S'q ° ` 4 ° 4 ° 4 �:'' D BEAMS • ° 4 Ce ° • , (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) s � 6X6 W.W.M. °- - �•°- - �°- ' MIN. �,•;D pe e D „ 4 4'a 4 l�'4 4 /!`� ° o �''�� NOTCH BEAM FOR MUDSHU.IF REQUIRED-MAXIMUM q q , , SUBFLOOR •° REINFORCING BAR '. , P '� REINFORCING BAR ►• ° NOTCH EQUALS 1/4 DEPTTH OF BEAM Il °D v e�v ' , �— a� . p -JOIST DRAIN TILE 1�IF 2�► ° ;° SHEET METAL/30#FELT UNDER BEAM AT POINT [�- ' OF CONTACT WITH CONCRETE OR CONIC,BLOCK _ STEEL BEAM TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A° ° 3' A SHIMS TO LEVEL BEAM - ----PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SUIRFACE FOR WOOD BEAM GARAGE DOOR B L 0 C K 0 U T BEAM POCKET 0 DRAWN: MS 4 • _ SCALE: w ; N JOB#: December 22,2005 J � ,� SHEET NUMBER: REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE k - PLAN CONTENTS: ROOF FRAMING: - - _ ). RIDGE-TO-RAFTER ASSEMBLY: ;_-OCCUPANCY CLASSIFICATION ! __ _ R3 RESIDENTIAL -1/4"x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. INAIL NAIL RESIDENTIAL DWELLING g g P P JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used In leu of a ridge strap,the number of 10d common nails required IQTY. SPACING i - - - - - - - - - --- - -- n each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 31-8d COMMON EACH BUILDING HEIGHT CONSTRUCTION NOTES: TOE-NAIL - - - - - TOP PLATE 10 WALL:4-8d COMMON RAFTER ).The information within this set of construction documents is related to basic design ). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ, FT. OF CONSTRUCTION i CEILING JOIST 8'WALL: 3-8d COMMON EACH --------- -- - .._.._.. - - - -- ----- -- - - -- - - - --- - - - -- -- --- - -- - - --- --- - - --- --------- ...._' ntent and frartning details.They are intended as a construction aid , not a substitute ateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL - - i - - or generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND Rate buildingcodes.The General Contractor is responsible for providing standard r trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA p p, g PP PP 1995 SBC _HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL onstruction details and procedures to ensure a professionally finished,structurally he to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL -------- - -- - -- ---- - --- - ---- -- _ - --- -- - - -- sound and a weathe roof completed product. hall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS _ AS PER FLOOR PLANS CROSS SECTION l AND GENERAL NOTES rP P P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE F- --- - - - ------ --- � - - V - - - - _ - --- - --OVER PARTITION WFCM-SBC LAP NAIL E X T, BALCONIES 60 ). The Geneiral Contractor is responsible for ensuring that all work and construction ).WALL-TO-WALL ASSEMBLY: DECKS 40 N COLLAR TIE AS PER TABLE 3.4 EACH FACE eets current federal,state,county and local codes,ordinances and regulations,etc. all studs above and studs below a floor level shall be attached with uplift connections in ! V TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 hese codes are to be considered as part of the specifications for this building and ccordance with table 3.3b.When wall studs above do not fall in line with studs below, the ` hould be adthered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE I ATTICS w/ STORAGE 20 a accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ! `c �; LIVE LOADS PSF i ROOF (GROUND SNOW LOAD) 45 3 .� x W. ). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( ROOMS OTHER THAN SLEEPING 40 °' �' °' DO NOT SCALE DRAWINGS). ).WALL ASSEMBLY TO FOUNDATION: 2- 16dl COMMON ( } `'' d TO RAFTER END NAIL ;. irstwall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 ).The desigmer has not been engaged for construction supervision and assumes no mnnectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 esponsibilitylfor construction coordinating with these plans, nor responsibility for oundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 onstruction rmeans, methods,techniques, sequences,or procedures,or for safety he plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES -- - --- - -- -- - - - -- -- -- - -- - --------- ---- - -- - ---- ----- recautions arnd programs in connection with the work.There are no warranties for a ottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY PER FACE NAIL -- --- 1 --- - - ---- - ----- ---- - ---- - -- ---- - specific use expressed or implied in the use of these plans. pacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2- '16d COMMON LOAD PATH SEE CONSTRUCTION AN DWIND PATH CONNECTION nchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 ROOF FOUNDATION_).__ DETAIL PAGE GENERAL ). Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE -- - ( ------ ---- --- ----.--- ----__-_.._..--------.-..--_- ---__- - -.- .& G_._-- _ERAL NOTE PAGE_ INTERSECTIONS 4- '16d COMMON EA.SIDE NAIL NAILING S_CHE_D_UL_E_ _ _ _ _ SEE GENERAL NOTE PAGE _ ). The Geneiral Contractor is to ensure that masonry or prefabracted fireplaces meets ).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE r P PP P STUD O.C. NAIL S m SEE FLOOR PLANS AND WIIJ_DOW SCHEDULE r exceeds manufacture s specifications and applicable codes. 'Type with 8d common nails at 6°lo.c at he/1 panel edges and 12"o.c. in the field and 2- 16d COMMON _ ,. _ - EGRESS SS _ y p g FIRE PROTECTION HEADER TO 16"O.C. FACE SEE FLOOR PLANS ).The Geneiral Contractor is to consult with the owner for all built-in items /2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel 16d COMMON --__(SMOKE,-&_CO2-,DETECTORS_-_-.. �' I._- _-_ _._ __- .-_ ____-_ such as bookcases, shelving, pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER LONG EDGES NAIL in table3.15a-b. TOP OR BOTTOM 2- 16dCOMMON PER 2x4 STUD END ________TRUSS DESIGN I N/A- -_STANDARD STICK FRAME CONSTRUCTION _ -- 1 ----- ----- - - ----- - - - - ).Wind load)requirements shall betaken into account during construction. PLATE TO STUD 3- '16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS I RESCHECK 3.6 RELEASE la ).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: '-ype 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. LOOR JOIST, BAND JOIST, 2- '16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 1,2 ).The Geneiral Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. ). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING SNOW SPEED DESIGN VVEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Ilowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ).All footings to rest on undisturbed(virgin)soil. ntedor shearwalis are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE ). Provide 1/'2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4 -8dCOMMON :QUIREMENTS FOR WIND LOADS oncrete or masonry walls occuring in exterior or unheated interior areas. ). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING RE o Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2!-8d COMMON EACH TOE NAIL SPACING AIL SPACING AT INTERMEDIATE Z ).Any new concrete walls being attached to existing concrete structure shall ith table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES O e installed with#4 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 0 BLOCKING EACH TOE Unless otherwise noted all slabs on grade to be 2500 s i Concrete to be 2!-8d COMMON 4'PERIMETER EDGE ZONE d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES: 1,3 )• � 9 p• • •• TO JOIST END NAIL @ @ oured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs ). CATHEDRAL CEILING ASSEMBLY: g g BLOCKING TO: EACH TOE " ,� SEE NOTES: 1 ( BOTH FIELDS) o be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with here a ridge is to be used as a structural beam,the rafters shall either be notched and 3 16d COMMON INTERIOR ZONE d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE:2 FOR PANEL FIELD "maximum Ilifts(layers). nchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL Z long the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE ABLE ENDWALL RAKE AND RAKE TRUSS d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 0 ). Crawl spaaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3 - 1Sd COMMON JOIST NAIL x16 cast iron foundation vent for every 150 sq.ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 31-8dCOMMON PER TOE - ). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. I.Y.S. Residential Construction Cade.A 6-mil polyethylene film shall be applied over ). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END he below grade portion of exterior walls prior to backfilling. II fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Girders for deck p BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ). Drainage as per section R405 of N.Y.S. Residential Construction Code. ). joists to be bolted to each post with washers and nuts. - 16d COMMON frders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 P P 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES nto concrete with a minimum 1/2 dia x 7 longanchor bolt with washers and nuts. ROOF SHEATHING. For framing members with<0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. ).All framing techniques and methods as prescriptive design of 1995 SBC High Wind )• Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. se a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. Footin s Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For g g S PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. ). Unless otherwise noted, all framing and structural wood material to be#2+ BTR. below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. ). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. SHEATHING LOCATION NAIL SPACING AIL SPACING AT INTERMEDIATE NOTES ). Floors,walls,ceilings and rafters to be spaced at 16 inches o.c. unless noted ).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. edger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING EE NOTES: 1, 3(BOTH FIELDS) 4'EDGE ZONE d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.where needed. GYPSUM ). Unless otherwise noted ,all bearing wall headers to be(2)2x10#2+BTR. Doug. Fir. 5d COOLERS "7" O.C. EDGE NOTE:2 FOR PANEL FIELD Baring wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10 O.C. FIELD INTERIOR ZONE d COMMON @ 6��O.C. 8d COMMON @ 12��O.C. SEE NOTE: 3 penings. LV .headers to have(3)jack studs and(2)full length studs on each side of }.Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: penings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTE__S__ penings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire )•All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QN SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. All flush beams/headers to be installed with heavy duty galvinized hangers and )• Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON S PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall vY y 9 9 PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C. EDGE 6d COMMON " 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with ). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. ).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD ) P 9 9 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS10"O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. ). Provide 2 - 1-3/4"thick microlams(height to match floor joists)around stairwell and/or ).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: they access openings unless otherwise noted (typical). NOTE: ). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL TO VERIFY ). Dormers running up roof rafters are to be supported by double rafters on either side rovide adequate bracing and plates to protect and secure the structure.Verify With the JOINT DESCRIPTION QTY. SPACING EXISTING CONDITIONS. MINIMUM CONTRACTOR TO PROVIDE SOIL TEST EST CAPACITY. HVAC SYSTEM NOTES 1"OR LESS 12"O.C. FIELD Where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE 8d COMMON). Provide bkocking/bridging in floor joists at 8 0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 1010 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. Mechanical subcontractor is responsible onsible for adhearin to all a licable codes and safe N OTE S: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. P 9 PP ty 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 0). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE [REFERRED TO IF needed. ). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1). Unless oltherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based an wall sheathing Section R602.8-FIREBLOCIQNG REQUIRED DX exterior;sheathing grade plywood. Plywood to cover over plates and headers. ). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3"on-center at the panel eddge to obtain higher F reblocki g shall band to form an e provi provided In wooe fire barrier d-fame constreen uction In the followi and between a ng locations.story and the roof space. 2). Unless oftherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural adhered with IPL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor over subfloor,as per manufacture's instructions. such as shear plates,shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be flreblocked at Intervals not exceeding 10 ).All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as flreblocking In walls constructed 3).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected using parallel rows of studs or staggered studs. eilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building ).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, o have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot - 16d nail per foot., drop ceilings and cove ceilings. ), Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 4).All roof writh a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces pproved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM under stairs shall comply with Section R314.8,N.Y.s,Residential Code. torch down type material over. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ,� t flame and products of combustion. . ". 6).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to e installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 5).For the flreblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. DRAWN: Ms N N SCALE: JOB#: December 22,2005 S aC SHEET NUMBER: - V-1