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HomeMy WebLinkAbout36620-Z Town of Southold Annex 8/22/2012 P.O. Box 1179 54375 Main Road ' '� t�t• Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 35887 Date: 8/22/2012 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4380 Paradise Point Road, Southold, SCTM#: 473889 Sec/Block/Lot: 81.-3-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/4/2011 pursuant to which Building Permit No. 36620 dated 8/11/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One Family Dwelling Living Rm, Dining Rm, Kitchen, Family Rm, 7-Bedrooms, 4-Baths, 2-1/2 Baths, Sitting Rm, Laundry, Pantry/Wet Bar, Mud Rm, 3-Car Garage, 4-Fireplaces, Screened Porch, Covered Porches, Trellis, Basement Entry, Trash Rm, Foyer, Walk-in Closet, Landings, Unfinished Attic& Basement, Mechanical Rm, and accessory in ground swimming pool with terrace as applied for per ZBA#6467, dated 5/18/11. The certificate is issued to Ciampa, Douglas&Ellen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0007 8/1/12 ELECTRICAL CERTIFICATE NO. 36620 6/26/12 PLUMBERS CERTIFICATION DATED 7/17/12 Pec Plumbing& Heating Aut r' ed S' iature TOWN OF SOUTHOLD r� ps � z BUILDING DEPARTMENT TOWN CLERK'S OFFICE (lob . ;, SOUTHOLD, NY C. 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 #: 36620 Date: 8/11/2011 Permission is hereby granted to: Ciampa, Douglas & Ellen 23 Glen Waw Cold Spring Harbor, NY 11724 To: Demolition & Construction of a Single Family Dwelling; Living Rm, Dining Rm, Kitchen, Family Rm, 7-Bedrooms, 4-Baths, 2-1/2 Baths, Sitting Rm, Laundry, Pantry/Wet Bar, Mud Rm, 3-Car Garage, 4-Fireplaces, Screened Porch, 2-Covered Porches, Trellis, Basement Entry, Trash Rm, Porch, Foyer, Front Porch, Walk-in Closet, Landings, Unfinished Attic & Basement, Mechanical Rm, as applied for. At premises located at: 4380 Paradise Point Road, Southold, NY SCTM # 473889 Sec/Block/Lot# 81.-3-6 Pursuant to application dated 8/4/2011 and approved by the Building Inspector. To expire on 2/9/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $5,617.70 Total: $5,667.70 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual naturae or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial building,industrial building, multiple residenoes and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: L Accurate survey of property showing all property lines,streets,building andunusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, .Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2- Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential$15.00,Commercial$15.00 Date.� � / - / / New Construction Old or re existing Building: (check one) Location of Property: / 3�� ( C( [�/5G Pjy lJ.L 1 k� !So()7 q()� l House No. Street Hamlet Owner or Owners of Property: . hLnb,-3 la < <! Z-1la-*1 C/ Suffolk County Tax Map No 1000, Section / Block lS Lot Subdivision Filed Map. Lot: Permit No. )o to Date of Permit. Applicant Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: - (check one) cam/ Foe Submitted: $ Aoolicam Sivnature pF SOUTyolo Town Hall Annex yy Telephone(631)765-1802 54375 Main Road T Fax(631)765-9502 P.O. sox 1179 c o roger.riche rt(cDtown.Southold.ply.us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Doug Ciampa Address: 4380 Paradise Pt Rd City: Southold St: NY Zip: 11971 Building Permit* 36620 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X IndoorX Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 400a Heat 1-oil Duplec Recpt 126 Ceiling Fixtures 28 HID Fixtures Service 3 ph Hot Water GFCI Recpt 17 Wall Fixtures 37 Smoke Detectors Main Panel 2-20 A/C Condenser 5 Single Recpt Recessed Fixtures 72 CO Detectors 3 Sub Panel A/C Blower 5 Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances dw Dryer Reept 2-30z Emergency Fixtures Time Clocks Disconnect 2-20 Switches 134 Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 8-paddle fans, 7-exhaust fans, 7-ARC fault circuit brea POOL EQUIPMENT-bonding,2-control panels,12 GFCI circuit breakers,6-pump motors, 1-blower, 2-gas heaters, 1-pool cover motor Notes: Inspector Signature: V �4 Date: June 26 2012 81-Cert Electrical Compliance Form.xls Fax(631)765-9502 Town Hatt,53095 Main Road • Telephone(631)765-1802 P.O. Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION o� Dale: I D G 10 2012 Building Permit No. JCv lu ZU i FF'i i Owner: (please print) Plumber: nC?n 1 ! P+H (please print) Geo�r3 e-- 1 2 e- rr-,j -7A�, I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumb ature) Swom to before me this y of 20 f VIM L.LOPER Notary Na 0 L0607008 of Now York Qualified in SuBWk Cou�q�, CammissionExDires:� —/"')'- y Notary Public, _SACounty (� ho:0 souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C DATE �� INSPECTOR �- J SO�T�6 �P TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ll INSPECTOR ho{r OF SDUl",6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. S�� [ ] FOUNDATION 2ND [ ] INSULATION [ ]'FRAMING/SPPING [ ] FINAL l/ [ ] FIREPLACE & EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE (OL, INSPECTOR �� OF S011Tyn. f®# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC�TRRIICAL (FINAL) REMARKS: d� ✓/l � - DATE INSPECTOR '��`) SWry� f®* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1STOUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS- DATE � � LIZ INSPECTOR OF 8001 - ��17U0f1,'� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECT N [ ] FOUNDATION 1ST [ OUCH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,JR000N) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR I -F 301N., V ' f 'F TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROtJGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ce-,� DATE INSPECTOR 3 �� �o#oF souTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE ICAL (FINAL) REMARKS: AK DATE INSPECTOR OF SOUTy�6 f®* 1 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: rl.�a1 DATE �' �� INSPECTOR - �ooOF SOUT,y_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SU [ ] FRAMING/STRAPPING [ FIN L %� [ ] FIREPLACE & CHIMNEY [ ) FIRE SAF INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: fip DATE Y L INSPECTOR 'v' 1 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH LOG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] ELECTRICAL (FINAL) REMARKS: DATE v INSPECTOR '` MUM- COMMNTS PLUMING /M _ _ _ ADDMONAL CO ___e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN ISrALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit __ Examined , 20 - Storm-Water Assessment Form__ Contact: Approved ,20 Mail to: _ Disapproved a/c — Phone: Expiration ,20 LTOWN Building Inspector PLICATION FOR BUILDING PERMIT Date 20of?t. INSTRUCTIONSOOiHOtD on 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 withinrl8 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. R /A Rdtt (Signature of applicant or name, if a corporation) �5a35 l�lr�,ir� load ,r��r✓Gt��,t� (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician, plumber or builder Name of owner of premises D04 p4 Wt, t &A' (,L (As on the tax roll or latest d ed) 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 roposed work will be done• g o ra rnd�l6 (L4d Road, ToLkf4I&-U House Number Street Hamlet County Tax Map No. 1000 SectionBlock Lot Subdivision Pavxdj. & f Rrtl,t f} 4SOC.(UtlaVl Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1 i � t�CVyLt(t� rLd tlCfi b. Intended use and occupancy .2 KIb 3. Nature of work(check which applicable): New Building_�/ Addition Alteration Repair Removal Demolition_ N� Other Work (Description) 4. Estimated Cost jy0D1000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ®A Number of dwelling units on each floor If garage, number of cars Aa P, 6. If business, commercial or mixed occupancy; spggcify nature and extent of each type of use. IV house 63 •ft� ("S4, 3g • 7. Dimensions of existing structures, if any: Frontfn e a24 at Rear 24 ()f, Depth o . Height Number of St iedf s Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front O-S t_1 • Rear Depth • Height -32 E, / / Number of Stories -Ew�� o � 6asP_M vLt 9. Size of lot: Front d00, 66 X Rear E qg, N tt, Depth Dg(4, 21 . 10. Date of Purchase qp0q Name of Former Owner 11. Zone or use district in which premises are situated k— 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V NO // 13. Will lot be re-graded? YES V NO_Will excess fill be removed from premises? YES NO V 14. Names of Owner of premises LG "Z Address Oi(6 rLu VIoot-Phone No. Name of Architect SeCYYI i4gi 0 Stet( wyi vL Address Culotis�e, Phone No ?,' 4- (04-05 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? * YES7 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S yS: COUNTY OF ' r',OWLA's C ' c)GLyyi t t� ya being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the hr to t ,,l (Contractor, Agent, Corporate Officer, ete.) 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 day of /JIJ'✓'ilQ 20!L,, — Notary Public SAgnature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST off ILDING 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined — � , 20 11 D � � � � � r� Storm-Water Assessment Form-- 20 �l' ntact: Approved � � � � ,20 U Mail to:_ _ a� AUG 3 2011 ! E0141 Phone: Z34-6405- Expiration 34-64OjExpiration — , 20�3 BLDG. DEPT. -- .V;N OF,09T,101 0 Building Inspector APPLICATION FOR BUILDING PERMIT Date—&d/5 20 /1_ 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. I. 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 withinrl8 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. R lq(/e i (Signature of applicant or name, if a corporation) X35 a kc?AD Cutelfo6-Ut (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises DDU&- * &Z(-`AF C Aj14 &I (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. �Vffi Plumbers License No. Electricians License No. Other Trade's License No. 1 Location of land on which proposed wo will be done: 43810 FiVA �ScE 1D<N7-/40, &)fmlu o House Number Street Hamlet County Tax Map No. 1000 Section bl Block 03 Lot C6 Subdivision PKD/SE POINT 4-ZOO, Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy kr- b. Intended use and occupancy &JAC 3. Nature of work(check which applicable): New Building V, Addition Alteration _ Repair Removal Demolition V Other Work (Description) 4. Estimated Cost �. Sr/11Ialo/1/ 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 77 &&- 6. If business, commercial or mixed occupancy; specify nature and extent of each type of use. If} 7. Dimensions of existing structures, if any: Front Rear (P 3 Depth Height 61 Number of Stories 1%/ k4seme[� Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 116 , Rear ( Depth Height 5o Number of Stories fWv tel 9. Size of lot: Front IVI Q4)&V Rear r�QtSDepth 10. Date of Purchase � ,9CD� / Name of Former Owner( ,/ 11. Zone or use district in which premises are situated — TO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO t/ 13. Will lot be re-graded? YES/NO Will excess fill be removed from premises? YESy/ NO- 14. Names of Owner of premises C /}�/� Address CG MfV 6)F Phone No. 73 q - (o 40S" Name of Architect rl`if&fid (f t(t 467V Address e'do5M4-4 lh9ra�—KPhone No �9.a —,2(0(06 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V 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. IS. Are there any covenants and restrictions with respect to this property? * YES NO V/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 9 Utm/k5 0- 4�I/'cu being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the qp rnZz` (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�l day of 120 /v�.,. IKtiIY�`2P� :� (t I F31� �„ ,87 • Notary POPi`ted in SuW.,Ik Cnursf'i Signature of Applicant JltYn Lxpitez; P'ay Jill M.Doherty, President so Town Hall Annex Bob Ghosio,Jr.,Vice-President �� lQ 54375 Main Road P.O. Box 1179 James F. King Southold, New York 11971-0959 Dave Bergen C �� Telephone (631) 765-1892 John Bredemeyer O�y 00UFax(631) 765-6641 N(Y,N� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 22, 2011 Mr. Tom Samuels Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 RE: DOUG & ELLEN CIAMPA 4380 PARADISE POINT ROAD, SOUTHOLD SCTM# 81-3-6 Dear Mr. Samuels: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 22, 2011: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#7479 to move the proposed dwelling 10' landward and for new configuration of the proposed swimming pool and terrace; and as depicted on the revised site plan prepared by Samuels & Steelman Architects, received on June 19, 2011, and stamped approved on June 22, 2011. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Jill . Doherty President, Board of Trustees JMD:eac James F.King,President ��0f sn�lyo Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O 54 Main Road P.O.. Box 1179 Dave Bergen l ( Southold, New York 11971-0959 John Bredemeyer co Q Michael J. Domino 'll i� Telephone(631) 765-1892 Fax(631) 765-6641 COUNTI,� On �� �� BOARD OF TOWN TRUSTEES D TOWN OF SOUTHOLD I AUG 10 2012 ERTIFICATE OF COMPLIANCE BI DG-L1CFT. TO�,N'< n5 5001 HO!D #0761 C Date: June 25, 2012 THIS CERTIFIES that the demolition of existing dwelling and abandon existing sanitary system; construction of new dwelling attached garage sanitary system, swimming pool, and stone terrace on grade; and for the existing 14'4"x16'2" wood deck with associated platform with stairs to beach and stairs up the bank, and a 10' wide non-turf buffer to be maintained along the top of the bank. At 4380 Paradise Point Road, Southold, New York Suffolk County Tax Map # 81-3-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 22, 2010 pursuant to which Trustees Wetland Permit#7479 Dated January"19, 2011 was issued and Amended on June 22, 2011 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and abandon existing sanitary system; construction of new dwelling, attached garage, sanitary system, swimming pool, and stone terrace on grade; and for the existing 14'4"x16'2"wood deck with associated platform with stairs to beach, and stairs up the bank; and a 10' wide non-turf buffer to be maintained along the top of the bank. The certificate is issued to DOUG & ELLEN CIAMPA owner of the aforesaid property. 0 — )X*^" Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY le Stony Brook Ank 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360 - Website: www.dec.nv.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT March 24, 2011 Mr. Doug Ciampa 23 Glen Way Cold Spring Harbor, NY 11724 Re: Application #1-4738-04025/00001 4380 Paradise Point, Southold SCTM#1000-81-03-06 Dear Mr. Ciampa: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the bulkhead greater than 100 feet in length and constructed prior to 8/20/77 as evidenced on TWM#718-546, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, ,^IZ/LLtp..�-� Mark Carrara cc: Samuels and Steelman Permit Administrator BOH-TW file FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 1, 2011 TO: Tom Samuels for D &E Ciampa 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated February 15, 2011 For demolition & construction of a single family dwelling at Location of property 4380 Paradise Point Rd., Southold, NY County Tax Map No. 1000— Section 81 Block 3 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead. ... and which are adiacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The proposed dwelling is indicated at 54' from the bulkhead. Authorized Signature ' Cl BOARD MEMBERS Southold Town Hall tYLeslie Kanes Weisman,Chairperson ��OF SOUTyo 53095 Main Road •P.O. Box 1179 �� 1p Southold,NY 11971-0959 James P. Goe o,Jr. Office Location: Gerard P. Gcehringer CA Town Annex/First Floor,Capital One Bank George Homing �� • O 54375 Main Road (at Youngs Avenue) Ken Schneider l oum A\ Southold, NY 11971 �n http://southoldtown.northfork.net EV ZONING BOARD OF APPEALS D TOWN OF SOUTHOLD 2011 Tel. (631) 765-1809•Fax(631) 765-9064 EPT. FINDI GS,DELIBERATIONS AND DETERMINATION IJVOtD MEETING OF MAY 18,2011 ZBA FILE: 6467 NAME OF APPLICANT: Douglas and Ellen Ciampa SCTM#1000-81-3-6 PROPERTY LOCATION: 4380 Paradise Point Rd. (adj, to Southold Bay), Southold,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 29, 2011, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated April 26, 2011, based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 52,298 Sq. ft. waterfront parcel in the R-40 Zone. The northerly lot line measures 200+/- feet along Paradise Point Road. The easterly lot line measures 252+/- feet an adjacent parcel. The southerly lot line measures 198+/- feet along Shelter Island Sound. The westerly lot line measures 284+/- feet along an adjacent parcel. The property is improved with a single-family dwelling, a detached garage, and a deck on the bulkhead with associated decking and stairs, as shown on the site plan survey drawn by Samuels & Steelman, Architects,dated Feb. 15, 2011. BASIS OF APPLICATION: Request for Variance from Art. XXII, Code Section 280-116 and the Building Inspector's March 1, 2011 Notice of Disapproval based on an application for building permit to demolish existing dwelling and construction of a single family dwelling at; 1) less than the code required setback of 75 feet from a bulkhead. RELIEF REQUESTED: The Applicant requests variance relief for construction of a single family dwelling at 54 feet from the bulkhead, whereas a 75 foot setback from the bulkhead is required by Town Code. The Applicant proposes to demolish the existing single family dwelling with a 42 feet setback from the bulkhead, and a detached accessory garage on this parcel, comprising of a total of 3,056 sq. ft. (6.4%) structural lot coverage, in order to construct a new dwelling with an attached garage, and accessory swimming pool and terrace, comprising a proposed new total of 8,270 sq. ft. (17.4%) structural lot coverage. Page 2—May 18,2011 ZBA File46467-Ciampa CTM: 1000-81-3-6 ADDITIONAL INFORMATION: The Board requested comments from Suffolk County Soil & Water Conservation District. In a letter dated May 4, 2011 they stated that the bulkhead is in good condition and well vegetated with beach grass and there is no evidence of erosion on the shoreline. Furthermore,they recommended alternatives to drywells for roof runoff and drainage of the swimming pool. The file also contains a copy of a Wetlands Permit issued to the Applicant by the Board of Southold Town Trustees,dated Jan. 19, 2011. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 5, 2011, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Although total lot coverage will increase from 6.4% to 17.4%, the new dwelling and related construction will have a greater setback from the bulkhead than the existing dwelling. All other setbacks conform to Town Code. An existing accessory garage will be removed, and a new attached garage will be incorporated into the structure of the proposed dwelling, which is in keeping with the size and style of many other large homes in the area. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Applicant proposed to establish a new setback from the bulkhead of 54 feet. Although it is possible to build entirely within a conforming area on this parcel, this Board recognizes the potential for some increased hardship in site plan design and the actual placement of a new septic system, by locating proposed construction further landward to a conforming setback from the bulkhead. Therefore, the Board finds alternative relief for a setback from the bulkhead of 65 feet is more conforming. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is substantial. The Applicant proposed a setback from the bulkhead of 54 feet, or a 28% variance from the 75 feet required by Town Code. This alternative relief grants a setback of 65 feet, or a 20% variance from Town Code. The variance is substantial considering that the Applicant could do all construction in a conforming location on this property. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The Applicant will adhere to all recommended construction practices as mentioned in the Wetland Permit issued by the Board of Southold Town Trustees, in order to insure the environmental integrity of the bulkhead on this property. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created because the Applicant proposes to demolish an existing dwelling with a pre-existing, non-conforming setback from the bulkhead, and thus the Applicant relinquishes the right to re-establish any non-conforming setback. The Applicant could conceivably construct another dwelling on this property without the need for any variance. 6. Town Law §267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a newly constructed single family dwelling situated at a non-conforming distance of 65 feet from the bulkhead, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Homing, seconded by Member Weisman (Chairperson),and duly carried,to DENY as applied for,and GRANT ALTERNATIVE RELIEF as noted below: After the demolition of the existing single-family dwelling, all new construction shall be a minimum of 65 feet from the bulkhead. Page 3—May 18,2011 ZBA Filc#6467-Ciampa CTM, 1000-81-3-6 Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan conforming to the alternative relief granted herein.The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minions in nature for m alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman(Chairperson), Horning, Goehringer, Dinizio, Schneider. ThYesion was duly adopted 5-0). ). X-WDY�iI�I- Leslie Kanes Weisman, Chairperson Approved for filing Q/ /2011 oS"ffQ4' Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 34, PROPERTY LOCATION: s.C.T.M.a: THE FOLLONINO ACTIONS MAY REQUIRE THE SUBMISSION OF A Fj n�p STORK-WA E!y GRADING,DRA1 AOE AND EROSION CONTROL PLAN a –gi — CERTIFIED BY A DESIGN refigreatimigNAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. Whet Is the Total Area of the Project Parcels? -a q�SF 1 WIII this Project Retain All Storm-Water Rur�OR (Induce Tole)Area of all Parcels Construction) tio ) /e �/O� �G Generated by a Tiro(2")Inch Rainfall on Site? the Scope T Work for of Land eadn mclion) oC / ❑ s.F,),�„) (This IYIn will induce all run-off created by site V b. Whet Is the Total Area Lend Cleafkh9 /�('ICoo c " Clearing and/or construction activities as well as all and/or Ground Disturbance tole the proposed L Site Improvements and the permanent Creation of construction acavayl (s.F.1 Awns) Impervious surfaces.) PROVIDE BRIEF PROJECTDFSCAD'I'tON 2 Does the She Plan and/or Survey Show All Proposed (hhoMMAadIbnN Peaa�uN„Wd) Drainage Shudures indicating Sim&Local on?This Item shall include all Proposed Grade Changes and ❑ D�NGOCfAI1 21(/�lll1A S!(M(�r� G(f2/� Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion / etacked q�Lt 2 a bat4do h and sediment control practices that will be used to )/ control site erosion and storm water discharges. This �'CLG9/fit�u -Sty hen , Plir1& /de lie W Item must be maintained throughout the Entire Idk---- —zJ' / J Construction Period. �L i 4 Will this Project Require any Land Filling,Grading or Excavation where there Is a change to the Natural l7� PL)a. Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? rj Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand ❑✓ (5,000 S.F.)Square Feet of Ground Surface? li Is there a Natural Water Course Running through the ❑ I Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Re qutnmems: or within One Hundred(100')feet are Weiland or submission of a SAI is required for all Construction adbitles Involving soil Beads? disam Partn f a of one(1)or rrore some: Including dislurhenas di leas then Ona alae that 7 Will there be Site preparation on Existing Grade Slopes ❑ em pan e e lagerco actW plan Mel ora Lal ratelydisturbances disturbbanes one s mom acrone (1 of land; which Exceed Fifteen(15)feet of Verges]Rise to / Inducing h anstmdbn ecthat a twohlSPDE ng am cis required of sloe than one(1)acre venae One Hundred(100')of Horizontal Distance? / the DEC hes determined Mata 9PDES pemH b required for stolen water dlaehegns. (SWPPP's Shell meet the Minimum Raqulamant,of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP•0.10401.) Surfaces be Sloped to Direct Stam-Water Run-Off 1.The SWPPP sh ll be prepared price to the submittal of the Not.The Not shell be into and/or in the direction of a Town right of-way? auSmltled to Me Department prix to the cornmencement of construction activity. 2 The SWPPP snail describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post constnxdon stem water management practices that will be used andlor Removal of Vegetation ane/or the Construction of any aonmtruded to reduce Me pollutants In storm water discharges,and to assure Item Within the Town Right-of-Way or Road Shoulder —/ rnmplle ce with the temp and conditions of this permit.In addition.Me SWPPP shag y ldsnafy Polaroid sources of Pollution which may memorably be expeded to effect the Area?Dor IYm as Nor rndude as nneonteaan aDdwwry Aw ) quality of storm water discharges. NOTE: If Any Answarto Qnestigns OM through Mm is MewerW with a Cheek Med, 3.AN SWPPPs that require the poslaanstmilon stormwater memgemem proorce in a sax and the construction she dhlurWma Is between%000 S.F.a 1 Acre in area COMPOIN"shall be prepamd by a qualified Design Professional Licensed in New York a StO 4VatM fie&Drainage a Erosion Control Plan H Required by the Town of that Is knaMedgeable In the prndpies and predlas of Storm Water Management Southold and Must be Submitted for Review Prier to Issuance of Any 9,YMtrng Permit. (NOTE: ACJiak Man 111 arwlMr Answwforesh gsnatim is Required fora Ccmptete Application) STATE OF NEW YORK, C I COUNTY OF................ ................SS ?'hat 1, ..............(!�.Y/fA ..,, ,,.0 �,(� .( .�.........being duly swom,deposes and says that he/she is the applicant for Permit, (Nam of individml sMwng norm) And that he/she is the �}t2-C�T!,rt„Lt r„ (Owner.Conuaetar................. Aged.Coryaata Omar,acj............................................................... Owner and/or representative of the 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 herewith. Sworn to before me this; �j day of.. ldf Notary Public:VLfl��rr.V :�S/ .Y�S�!rf1 ................................. .. (Signature of AppNanl) FORM - 06/10 rg so To%m Hall Annex 01 41 Telephone(631)765-1802 54375 Main Road CA 016 UJ-g5 P.O.Box 1179 roger.richert(AN'R's' 015.nV.us Southold,NY 11971-0959 -VU111110 C G 71Xf BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 16111 Company Name: 6=0 4 LEC-rrZ4 C Name: i2a g 6 o A cz- a t_(.�o License No.: 5 CL Address: �e_ Lq 71 ,Phone No.: -,7(ps -16, 1 JOBSITE INFORMATION: (*Indicates required information) t-D *Name: bD J & k I A At *Address: e!!��7a4D t3 6-r 7ZT 15CL� *Cross Street: Z-f�J *Phone No.: 76S-- 163�1_ Permit No.: 131-2 - ---?,G (, �;;? 40 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NCO Rough In Final *Do you need a Temp Certificate: <D/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 Other *New Service: Q���� Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION AV 1-7 82-Reques4for Inspection Form V S A M U E L S & S T E E L M A N February 15, 2011 Mike Verity, Chief Building Inspector Southold Town Building Department Town Hall Annex Main Road, Southold, NY 11971 Re: CIAMPA RESIDENCE 4380 Paradise Point Road Southold, NY Dear Mike, Attached you will find a building permit application for the above referenced project, which involves the demolition of an existing residence and detached garage, and the construction of a new residence and swimming pool. Upon review you will note that the proposed construction is within the required seventy-five foot (75'-0") setback from the existing bulkhead. I believe this is the only non-conformity with the Zoning Code. The swimming pool and its terrace are structurally attached to and fundamentally a part of the residence, and respect the required side yard setback for principal structures (and are therefore not located in the side yard). Please review the enclosed and get back to me with any questions. If my assumption about the single non-conformity is correct, please prepare a Disapproval for this application, which we need for an application for relief from the Zoning Board of Appeals. Thank you, Wwl,vt'cd RL ECE � d Tom Samuels FEB 15 2011 D BLDG. DEPT. TOWN OF SOUTHOLD ARO IITI_( IS 2,2 3, MAIN ROAD ( U1(H000F, NEW Y012K 11935 fO3 I 1 734-64U i FAX(6111 731-64f17 S A M U E L S & S T E E L M A N August 3, 2011 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: RECONTRUCTION OF THE CIAMPA RESIDENCE 4380 Paradise Point Road Southold, NY 11971 SCTM # 1000-81-03-06 This project includes demolition of an house and detached garage, and the construction of a new residence with attached garage and swimming pool. A deck behind the bulkhead on the site will not be affected. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Plumbing riser diagram 4) Survey 5) DEC Letter of Non-Jurisdiction 6) Trustees permit 7) Run-off Assessment Form 8) Red-stamped SCDHS permit 9) Southold Town Sanitary permit 10) Southold ZBA determination 11) REScheck Compliance Certificate 12) Check for $200. Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, Tihomas C. Samuels cc: Doug Ciampa ARUIIJR rs S'V3 MAIN ROAD ( UICI10CM, NEW YORK 111) (hS 1) , 11-6405 I'AX(6311 7544,407 SOUTyolo Town Hall Annex yy yy Telephone(631)765-1802 54375 Main Road T T Fax(631)765-9502 P.O. Box 1 179 A C Southold, NY 11971-0959 aOU0 N BUILDING DEPARTMENT TOWN OF SOUTHOLD August 7, 2012 Douglas & Ellen Ciampa 23 Glen Way Cold Spring Harbor, NY 11724 Re: 4380 Paradise Point Rd, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electric A fee of $50.00. q '(6 - 1 ✓ Final Health Department Approval. /Plumbers Solder Certificate. (All permits involving plumbing after 4/v 4) ��yy ✓ 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. BUILDING PERMIT: 36620 — Add itions/Alterations TOWN OF SOUTHOLD PWOPERTY RECORD CARD y /3 OWNER STREET VILLAGE DISTRICT SUB. LOT am pa- FORMER qWNER N . E ACREAGE 1 /.300 1,340 S W - TYPE OF BUILDING SEAS. I VL. FARM COMM. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS I /� '2 cf - ®G 7 3 14 o 41r &51 i/3i/ 6, 7 60 U 7366 / d a 00 V7 16 _ oZ 414D3 -L1 - 6 F , -h 01 e• u3�. 1 (a o AGE BUILDING CONDITION �6 NEW- NORMAL BELOW ABOVE Farm Acre Value Per Acre Value T l r Tillable 1 L 5'132'- 2 f 0 Tillable 2 Tillable 3 Woodland — lie__ Swampland Brushland House Placa - Tota I I ■■■■■■■■■■■■■■■■■■■■ �i'� ra■■■■ ■■■illli■■ ■■■a■■■::■81,3-6 liltBothFoundation ■ , Basement Flrs .Xtension O --_ oors Iv on ®Lfwt. WailsC 0' Interior Finish • -_ Place Heat , . Porch Porch Rooms Ist Floor ireezew Patio Rooms 2nd Floor •arage r _ ■ B. -_ 8. P. #fi 3 '6}o ax BUILDING PERMIT EXAMINER CHECKLIST *DateSubmitted: g 3�I � Date Reviewed: $^ s--I( Applicant: Owner: N >a V — ArchitectW�egiaeer: pp ,o Estimated Cost: �' s SCTM# 1000 - - 3 - 6 Subdivision: :/a /e I tZone: �'� Conforming? Property Address: ' --3 $0 o - a 1 (�� �� City:') 9 � Pre COs? Building Permits (Open/Expired): BP -Z/C/0 Z- Info: BP -Z/C/0 Z , Info: BP -Z/C/0 Z- , Info: BP -Z/C/0 Z- Info: BP -Z/C/0 Z- Info:_ Single& Separate Search Required? Y ol(gleterminatio SToRrA W4T-C-K RuN a F.F REQ. Lot Size: LOk ACT. Lot Size: S9 0�9 REQ. Lot Cov. 91,070 ACT. Lot Cov. REQ. Front So ACT. Front�0�REQ Side /S AC . Side �S, REQ. Rear So PROP. Rear 50 Y�QcHe3S ACT. Height O REat. BOTH SIDES 3S ACT7Sfet Descripti n: W R Wate root. or ,raneW Beraern�, E ,7n4. R� FA--t o- L� If yes, water,body: FloodZone: — Bulkhead/B uff Distauce: P' � Um�i;,u.o�.C( ADDITIONAL APPROVAC8 REQUIRED ('LABS (4) SIGNED, SEALED�SuRVEY -s► -� v Suffolk County Healthor N - If yes, *Bed#: 9' *Date: 7/;SII *Permit#:R 10-11-0007 Town SepticDN - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/7 C r N - Date: 3 /a- II Permit#:1- 739-0}102,-0000 r NJ Letter Notes: Southold Trustees: Y or (9- Date: —/—/— Permit #:, 7`�79 �4w NNotes: �� 6 naa'�I Southold ZBA-L N - Date: -5 / �8/ 11 Permit#: 6"1L 6/ - Notes: Southold Planning: Y o6 Date: —/—/— Permit #: - Notes: Town Landmark C of A: Y or(913TE: _/ / *NYS CODE Compliance (page 2) Y or N CoNTRACToR klCeN6E I5,4BILlTy L.I/IBILITy^WokklYCIVS COMPENS TIPAW; Ra4:&, Notes: f'OnL�+4T7,ys7TJ',1E Fee Structure: Calculation: Foundation: _ 5� SF I ' b X $ . O =$ S 0 First Floor: 0 SF + Initial Fee: $ o1-0 0 , O 0 cond Floor: r19�4 SF + Additional Fee 61011V64: $ 100 , 00 01ther: 01-( O !;'55 LSF) a S 7� SFX $ ,30 =$ 771 , 30 otal: U SF + Initial Fee: $_ C FEE �50, 00 + Additional Fee ( ): $ q AS BUILT FEE -0- TOTAL: $ 5)61 Z / 0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:2p_ Wind Speed:. 12OMPH_ Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H_Decay: S-M Design Temp: 11 Ice Shield Underlay: YES_ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCR.IPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIRENIENTS6 N EGRESS 5.7 S.F.: Y/N LIGHT 8%: YIN VENT 4%i Y(N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAWON LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN ENERGY CALCS-0Y N (RESCRECK) .1410 TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDIN& WALL FP EL 20-25' / SITE DATA 8191' 6128111 &RADE LINE ELEVATION 16.0 FT. PROM" 1°°°"taws PROPERTY: Southold, Paradise 1971 Road ADDRESS SOYNOw,NY 11971 OWNER: Doug BEllen Ciampe I' MIN. 2' MAX. I' MIN. 2' MAX. NEI&HBOR1N6 2s GM.way,Cold%drigHarbor,NY 11724 R SITE: 82,298 of=1.201 ac I/4'/FT. 1/6"/FT. TOP OF POOL 14.11 FT. PUBLIC. WAS S`�nlj�nn�' q ZONING: RJO /, �fl ,� 'Y4 Se SURVEYOR: Nathan Taft Corwin 111 SEPTIC LEACHING t /_ Sjp��\ PO Boa 18,Jamwpo t,NY 11947 �h T LICENSE 0 50487 E.+15.34' TANK IE. +13.92' POOL BOT OF POOL 1.11 FT. P A rt jp \ NOVEMBER 12,2001 Y� IE.+14.42' IE. +15.84' R A D I S 6A�t/St TOPOGRAPHICAL SURVEY ADDFDIO@eH0 W L] _ _ _ _ 6Ra'" —�R ESE °�FT '�1G MATM P 0 I N T a�/ LOCATION MAP V 0 46'-O" 8'-O° 3' MIN EDGE OF PNe Rogp R 0 .,A D �{� \ NEI SOUfHrBAY Z 00 SEPTIC PROFILE RESIDENCE iq5 qq �� PAVEMENT ���� W 0 (N.T.S.) I �wW�TER VALVE \"ro �\� SI�EcUM) / 1 N�22'S0" E ER METER Uj A q I +Z __ U) L� �� Z �P DEIRSR D IVCD =5. , _ W W 1 5ERVI�GE TO BTO B WATER � ■\I� W SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / to I TEST HOLE _ PERMIT FOR APPROVAL CF CONSTRUCTION FORA of LOGATI 1 05ED NEW SEPTIC GREAT W b SYSTEM HOG SINGLE FAMILY RESIDENCE O JLY � NEW GRA DRIVE 1 �1�BEDROOM NECK(02000 6AL SEPTIC4c JUL 2 5 2011 A P TANK (5T) 0 DATE ii.S. R F. P:0' )�U -��-C�� I 1 0001A x b' H1&H LEACHING POOL5 (LP) U c APPROVED " FUTURE LOCATION FOR 11 5 P 1 (2)8' DIA It W H16H ELEV +160 FOR MAr;-�r D D; t3 LEACHING PO0L5(ExP) -- BROrw LOAM loUEXPIRE iH � r n; 7c ,. r t✓�D�F �15T&ARD TO BROMN / PALE BROYAI. .UC F. BARNARD _ 51LTY SAND (SM) JESSICA W. BARNARD 1 15 I dz- PUBL WATER 17 16 15 14 - I 1 78 i9 2 i N ROOF RAINWATER w<• yp 1' __ 9931E3 W Jam• peB EXISTING SANT ARY I A / PALE BRONAI FINE TO w�• SYSTEM (EX) TO BE FILLED MEDIUM SAND 15P) IN AND ABANDO D 1 - RESIVORIN6 (VERIFY LOGATI \) O•Ffzvery _ I o RESIDENCE <I-• �;, '�fjA � 1 m YVAT'ER IN PALE m�• Abandonme 1 -^106113 Will:lir. +20.25 159 —— BRON@1 FINE TO -, I N/�F IT MEDIUM SAND (5P) e°nfonnancent°f existing sa I ROBERT' SCALLA ipietedfo W'thdeParrm nitarysystetn ,,3 _ _ 6 LINDAP1� ;, TEST HOLE r"t WwN1. O nt re9nireme must be in 15 \ 14 I 17 18 19 D 1 / Mc [EWE ��asproofofSubmit NRI&HBOFIESIDENCE 1 11 — 15 16 \ I RESIDENCE 1 _ _ _T / .. 1 JUL ?'Q"1 � � 0coos / '_ \ 0 TOP Ofi BANK UT EX15T RE5IDENC, 1 �� is / SUFF.CO. F4FA!�'� "..F?JIGES TO BE REMOVED TS TOP OF BANK 2 � — OFFICE OF WAS�'v-W r'E!i SOT' 1 �.� DECK -- — BOTTOM OF BANK BOTTOM OF BANK WOOD BULKHCA 1 A WOOD BULKHEAD 0° APLINE A1 ENT �6H WATER H' OF NEW yp N BEACH MARK OCTOBER 26, 2010 to g�P Pg C. S,q� Qi SITE PLAN 2 S 49'18'06" W o� G 5 42'36'26" W 0 51.26' 2.14' u -- - 0 o 0 0 a 1 c S 0 z C.1 , z SITE PLAN z �783� Z SHELTER ISLAND SOUND SCALE: 11"=40'-0" SCDHS SUBMISSION REScheck Software Version 4.4.1 Compliance Certificate Project Title: CIAMPA RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 23% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 4380 Paradise Point Road Doug&Ellen Ciampa Tom Samuels Southold,NY 11971 23 Glen Way Samuels&Steelman Architects Cold Spring Harbor,NY 11724 25235 Main Road Cutchogue, NY 11935 631 7346405 trade-offCompliance Passes using UA Compliance:3.6%Better Than CodeMaximum UA:959 Your UA:924 The%Better or Worse Than Code index reflects how close to complianca the house Is based on mtle tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimumoode home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3016 19.0 2.2 130 Floor 2:All-Wood Joist/Truss:Over Outside Air 12 19.0 2.5 1 Floor 3:All-Wood Joist/Truss:Over Outside Air 12 19.0 2.5 1 Floor 4:All-Wood Joist/Truss:Over Outside Air 14 19.0 2.5 1 Floor 5:All-Wood Joist/Truss:Over Unconditioned Space 720 19.0 2.5 30 Ceiling 1: Flat Ceiling or Scissor Truss 3036 30.0 2.2 100 Skylight 1: Metal Frame with Thermal Break:Double Pane with 10 0.320 3 Low-E Ceiling 2:Cathedral Ceiling(no attic) 456 30.0 2.2 15 Ceiling 3:Cathedral Ceiling(no attic) 235 30.0 2.2 8 Ceiling 4:Flat Ceiling or Scissor Truss 26 30.0 2.2 1 Wall 1:Wood Frame, 16"o.c. 239 19.0 2.5 12 Window 1:Wood Frame:Double Pane with Loi 7 0.320 2 Wall 2:Wood Frame, 16"D.C. 464 19.0 2.5 22 Window 2 C13:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 2 C13 copy 1:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 2 C13 copy 2:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 2 C13 copy 3:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 2 C13 copy 4:Wood Frame:Double Pane with Low-E 6 0.320 2 Wall 3:Wood Frame, 16"D.C. 154 19.0 2.5 7 Window 7 TW3846:Wood Frame:Double Pane with Low-E 18 0.320 6 Wall 4:Wood Frame, 16"D.C. 1070 19.0 2.5 38 Window 8 TW2436:Wood Frame:Double Pane with Low-E 9 0.320 3 Window 9 TW21036:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 8 7W2436 copy 1:Wood Frame:Double Pane with Low-E 9 0.320 3 Window 11 OVL1824:Wood Frame:Double Pane with Low-E 3 0.320 1 Window 11 OVL1824 copy 1:Wood Frame:Double Pane with Loi 3 0.320 1 Window 13 TW21056':Wood Frame:Double Pane with Loi 17 0.320 5 Window 13 TW21056':Wood Frame:Double Pane with Loi 17 0.320 5 Window 15 TW3856':Wood Frame:Double Pane with Low-E 21 0.320 7 Window 13 TW21056'copy 1:Wood Frame:Double Pane with 17 0.320 5 Low-E 17 0.320 5 Project Title: CIAMPA RESIDENCE Report dale: 07/25/11 Data filename:\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\Ciampa\CONSTRUCTION DOCUMENTS\Energy Calculations\Ciampa Res Check.rck Page 1 of 4 Window 13 TW21056'copy 1:Wood Frame:Double Pane with Low-E Window 18 TW20410:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 19 TW38410*:Wood Frame:Double Pane with Low-E 19 0.320 6 Window 18 TW20410 copy 1:Wood Frame.Double Pane with 11 0.320 4 Low-E Window 21 TW20410.Wood Frame:Double Pane with Low-E 11 0.320 4 Window 22 TW28410:Wood Frame:Double Pane with Low-E 14 0.320 4 Window 23 TW20410:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 24 TW210410:Wood Frame:Double Pane with Low-E 15 0.320 5 Window 25 TW210410:Wood Frame:Double Pane with Low-E 15 0.320 5 Window 26 TW38410`:Wood Frame:Double Pane with Low-E 19 0.320 6 Window 25 TW210410 copy 1:Wood Frame:Double Pane with 15 0.320 5 Low-E Window 25 TW210410 copy 2:Wood Frame:Double Pane with 15 0.320 5 Low-E Window 29 door sidelight:Wood Frame:Double Pane with Low-E 8 0.320 3 Window 29 copy 1:Wood Frame:Double Pane with Low-E 8 0.320 3 Door 1:Solid 21 0.320 7 Wall 5:Wood Frame, 16"o.c. 66 19.0 2.5 3 Wall 6:Wood Frame, 16"o.c. 13 19.0 2.5 1 Wall 7:Wood Frame, 16"o.c. 58 19.0 2.5 3 Wall 8:Wood Frame, 16"o.c. 338 19.0 2.5 15 Window 31 C13:Wood Frame:Double Pane with Low-E 6 0.320 2 Window 31 C13 copy is Wood Frame:Double Pane with Low-E 6 0.320 2 Window 31 C13 copy 2:Wood Frame:Double Pane with Low-E 6 0.320 2 Door 2:Solid 20 0.320 6 Wall 9:Wood Frame, 16"o.c. 97 19.0 2.5 5 Window 34 OVL2030:Wood Frame:Double Pane with Low-E 5 0.320 2 Wall 10:Wood Frame, 16"o.c. 98 19.0 2.5 4 Window 35 TW26310:Wood Fmme:Double Pane with Low-E 10 0.320 3 Window 36 TW26310:Wood Frame:Double Pane with Low-E 10 0.320 3 Wall 11:Wood Frame, 16"o.c. 120 19.0 2.5 6 Wall 12:Wood Frame, 16"o.c. 177 19.0 2.5 8 Window 37 TW210410:Wood Frame:Double Pane with Low-E 15 0.320 5 Wall 13:Wood Frame, 16"o.c. 101 19.0 2.5 5 Wall 14:Wood Frame, 16"o.c. 320 19.0 2.5 13 Window 38 TW30410`:Wood Frame:Double Pane with Low-E 15 0.320 5 Window 38 TW30410`copy 1:Wood Frame:Double Pane with 15 0.320 5 Low-E Window 38 TW30410'copy 2:Wood Frame:Double Pane with 15 0.320 5 Low-E Window 38 TW30410'copy 3:Wood Frame:Double Pane with 15 0.320 5 Low-E Wall 15:Wood Frame, 16"o.c. 138 19.0 2.5 3 Window 42 TW21056':Wood Frame:Double Pane with Low-E 16 0.320 5 Window 42 TW21056'copy 1:Wood Frame:Double Pane with 16 0.320 5 Low-E Door 3 FHW60611:Glass 42 0.320 13 Wall 16:Wood Frame, 16"o.c. 308 19.0 2.5 10 Window 44:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 45:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 44 copy 1:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 45 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 44 copy 1:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 45 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 44 copy 1:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 45 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Project Title: CIAMPA RESIDENCE Report date: 07/25/11 Data filename:\\Samuels-server\offce\Common autocad fles\ACTIVE PROJECTS\Ciampa\CONSTRUCTION DOCUMENTS\Energy Calculations\Ciampa Res Check.rck Page 2 of 4 Window 44 copy 1:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 45 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 44 copy 1:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 45 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Wall 17:Wood Frame, 16"o.c. 84 19.0 2.5 4 Wall 18:Wood Frame, 16"o.c. 1655 19.0 25 54 Window 56 DHP5656:Wood Frame:Double Pane with Low-E 32 0.320 10 Window 56 DHP5656 copy 1:Wood Frame:Double Pane with 32 0.320 10 Low-E Window 58 FHT-2-6016:Wood Frame:Double Pane with Low-E 9 0.320 3 Window 59 FHT-2-5616:Wood Frame:Double Pane with Low-E 9 0.320 3 Window 58 FHT-2-6016 copy 1:Wood Frame:Double Pane with 9 0.320 3 Low-E Window 61 TW2056:Wood Frame:Double Pane with Low-E 12 0.320 4 Window 62 TW21056':Wood Frame:Double Pane with Low-E 17 0.320 5 Window 61 TW2056 copy 1:Wood Frame:Double Pane with Low-E 12 0.320 4 Window 64 TW20410:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 65 TW210410:Wood Frame:Double Pane with Low-E 15 0.320 5 Window 64 TW20410 copy 1:Wood Frame:Double Pane with 11 0.320 4 Low-E Window 67 FHW2980:Wood Frame:Double Pane with Low-E 21 0.320 7 Window 67 FHW2980 copy 1:Wood Frame:Double Pane with 21 0.320 7 Low-E Window 67 FHW2980 copy 1:Wood Frame:Double Pane with 21 0.320 7 Low-E Window 67 FHW2980 copy 1:Wood Frame:Double Pane with 21 0.320 7 Low-E Window 71 FHT2916:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 71 FHT2916 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 73 FHT-2-5416:Wood Frame:Double Pane with Low-E 8 0.320 3 Window 71 FHT2916 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 71 FHT2916 copy 1:Wood Frame:Double Pane with Low-E 4 0.320 1 Window 76 TW21056`:Wood Frame:Double Pane with Low-E 17 0.320 5 Window 77 DHP41056:Wood Frame:Double Pane with Low-E 28 0.320 9 Window 76 TW21056'copy 1:Wood Frame:Double Pane with 17 0.320 5 Low-E Window 79 TW20410:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 80 7W3841 0* Wood Frame:Double Pane with Low-E 19 0.320 6 Window 79 TW20410 copy 1:Wood Frame:Double Pane with 11 0.320 4 Low-E Window 82 7W21052':Wood Frame:Double Pane with Low-E 16 0.320 5 Window 82 TW21052'copy 1:Wood Frame:Double Pane with 16 0.320 5 Low-E Window 84 DHP4252:Wood Frame:Double Pane with Low-E 23 0.320 7 Window 82 TW21052`copy 1:Wood Frame:Double Pane with 16 0.320 5 Low-E Window 82 TW21052'copy 2:Wood Frame:Double Pane with 16 0.320 5 Low-E Window 87 TW20410:Wood Frame:Double Pane with Low-E 11 0.320 4 Window 88 TW38410':Wood Frame:Double Pane with Low-E 19 0.320 6 Window 87 TW20410 copy 1:Wood Frame:Double Pane with 11 0.320 4 Low-E Door 4 FWO6080:Glass 46 0.320 15 Door 5 FHW5480:Glass 42 0.320 13 Wall 19:Wood Frame, 16"o.c. 50 19.0 2.5 3 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Project Title: CIAMPA RESIDENCE Report date: 07/25/11 Data filename:\\Samuels-server\office\Common autocad fles\ACTIVE PROJECTS\Ciampa\CONSTRUCTION DOCUMENTS\Energy Calculations\Ciampa Res Check.rck Page 3 of 4 Construction Code requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 'kat S C S� i2v�lc(S (l(tilC� �d 3 II Name-Title Sig lure Date Project Title: CIAMPA RESIDENCE Report date: 07/25/11 Data filename:\\Samuels-server\offce\Common autocad files\P.CTIVE PROJECTS\Ciampa\CONSTRUCTION DOCUMENTS\Energy Calculations\Ciampa Res Check.rck Page 4 of 4 • r � r f' � %' r t ln� �1 r fes.. ti ,aye' l i Y ..�•.. r fir;zed • � . ti SURVEY OF PROPERTY SITUATE PARADISE POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81 -03-06 CP SCALE 1 "=30' P NOVEMBER 12, 2001 AUGUST 4, 2004 SET CONC. MONUMENTS & WOOD STAKES OCTOBER 26, 2010 ADDED TOPOGRAPHICAL SURVEY 44 �O�t ./ Fr° �`'��• '!g 70, AREA = 52,298 sq. ft. •' '.. / (Ta RE UNE) 1 .201 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM .•. '. :. -,% .4 ° F, \ \J s� �o EXISTING ELEVATIONS ARE SHOWN EXISTING CONTOUR LINES ARE SHOWNWN :THUS: -- ---5--- -- • / \ \ r.7.�a FFL - FIRST FLOOR On - GARAGE FLOOR Ta - TOP OF BLUKHEAD • ' y • / ✓� \\ \ \ / BB - BOTTOM OF GULxHEAr • . , . ao'h' \\ \ "o /\ D? yi1'C� Re - TOP OF OFF wAl1 qr /•.�., ;� � \ lea xy�'aj Pf`'(�.J'�w ct W�aR• \\ \ 36 �J J / \\ \\ \\ \\ (�• NN 13 Qf ��° � PA •' ,P Rq�f /11 011 lZIN \ / 0 NL�. �.• \�N�pN� �2, •' ��'h NP cc�PNa 3� + i s • : \ 1a•tl \ ,tea \ \ / �''/ /0 �y LAMP \• _• \1\ v a�0\OmDN x \ \ \ —_ / /// 2A s'4 Posr lxs \ I \ 36 �a� ��� \\ \\ r /i///i ii�/ 509, h�(� TPN'A /�// °0� Dr ✓ ,\ TO / Nva Pla (��, fy �\ I /LOUT � 164 //(% ° �• !-. N 2s y° .�A15-F LAMP POsr�� � .• f4 GP b'�' / / —� //� 4 JP 41 ON la O 11 o \ 'x+lis• I/ NQ m " s/ / /// �C, +T° / 6 O�ML LI -Py�FyN I s - ..I .Pe 14 ,is.e • / /— //�4� °'` p`' b 'J y 41 �d 'S'j. ..W� I iNa / �•1 �Zy' N PREPARED !1 ACCORDANCE WITH THE MINIMUM STAHHERDs.AFOs. AHS su Esrooa'HE 9 n FOR SUCH USE B HGG fN9'A LAND TITLE ASSOCIATI �P• YO ,E�rd�� Q��,. 5�'tPFT CO 00V,5E4- 477, G �cANos�` �FkA¢Ge v` � DET O E ]] N.Y.S. LIC. No. 50457 UNAUTHORIZED ALTERATION OR ADDITION J •( TO THIS SURVEY IS A VIOIATION OF SECTIO7 UN LAW OF THE NEW YORK STATE Nathan Taft Corwin III BECTON EDUCATION COPIES OF THIS SURVEY MAP NOT BEARING THE SSE SURVEYOR'SSHAD INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED ✓�/ 1 TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN TH ONLY IC E PERSON FOR WHOM THE SURU Is PREPARED, AND ON HIS BEHALF TO THE Successor To: Stonley J. soksen, Jr. L.S. TIRE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegn0 L.S. LENDING INSRTURON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING ST- POO Surveys - SNbl)IVISIoaE - Site Ph.ce - DOnetrGcbOO LO out TNIION ASSIGNEES ARE NOT TRANSFERABLE Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Mmn Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY SITUATED AT PARADISE POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81 -03-06 SCALE 1 "=30' NOVEMBER 12, 2001 ° y AREA = 54,121 .86 sq. ft./ '\ O+ 0G nE uxE) 1 .242 at. 7 / O+. Ol j� Y n rf�n�p4e. \ /.4 �\ \ 11011 � oM ",AP POSE .. Q F\ iIJ0. fPNON 2S Ol O DO µ'.LONG PW q, All 10 • ' G Wryµ CP / qH UMP POST I\Z 31 �Gd'y,F, h�% 4`•; J !1�'J V UNAUTHORIZED ALTERATION OR ADDITION THISIS A NOTATION OF v p SECTOR 720 OF THE NEW YORK S TATE �d� EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING EMBOSSED SSHA JL INKED SM OREMBOSSEDELL L N01' RE CONSIDERED TO RE A VAUD TRUE COPY CERTIFICATIONS PERSON EO HEREON SHALL RUN •y���� OO ONLY TO THE PERSON FOR WHOM THE SURVEY ,x�9�K,, 5 PREPARED. AND ON HIS BEHALF TO THE LE O, o=µ, LENDING'INSTITUTION LISTED HEREON. AND O NfO�c� ZAc'"ryf eY/ aT' \O YYY TO THE ASSIGNEES OF THE LENDING INSTI- �� 6 / ^ TUTION CERUMCATIONS AAE NOT TRANSFERABLE C�, / / Y THE EXISTENCE OF RIGHTS OF WAY a�el .$x / (((O AND/OR EASEMENTS OF RECORD, IF ), n ANY, NOT SHOWN ARE NOT GUARANTEED. $( N PREPARED IN ACCORDANCE WITH THE MINIMUM �O BY TTHE�IA�s D APPRO ED AS AND AD PTEA Joseph A. Ingegno FOR SUCH USE BY TN NEW YORK STATE LAND TITLE AsSOCAIDN Land Surveyor 'I 1 TRI. Surveys — Subdivisions — Site Plans — Constmction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No 49668 1380 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 21-550 "Y FIF ELEV ELEV +21.5 S" WALL SURVEY NOTE . SITE DATA FF GRADE LINE ELEVATION +/- 20'.0 FT. 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I' MIN. 2' MAX. EXISTING ELE (IONS ARE SHOWN THUS: SCTM # 1000-81-03-06 EXISTING CONTOUR LINES ARE SHOWN THUS:— —5- - -- - - I/4'/FT. PROPERTY: 4380 Paradise Point Road I/EI'/FT. TO OF POOL G.R. - FIRST FLOOR ADDRESS Southold, NY 11971 LEACHING 18,0 FT. TB - GARAGE FLOOR SEPTIC � TB - TOP OF BULKHEAD TANK POOL BB - BOTTOM of BULKHEAD OWNER: Doug & Ellen Clamps 501 Tom of POOL TW - TOP OF WALL 23 Glen Way, Cold Spring Harbor, NY 11724 Ij 6.0 FT. e BW - BOTTOM OF WALL n ? SITE: 52,298 sf= 1.201 ac 25 ft Ef ft. MIN. 'q7j f I7'-0. ovERHEgp WIRES e• - > - • A A° D I Cti ZONING: R-40 Z ---- B4c4uNTmRm \ ;7. o J 6ROI11ID WhTER �� �1.. o k, SEPTIC '-- -- ----- , — ` _ N SURVEYOR:-- -- PROFILE w P ° I w o RVEY R: Nathan Taft Corwin III T J / 5 ° T t� I' PO Box 16, Jamesport, NY 11947 i = \B,. HgRD `�4 ' O ' � `` 24"HARDWDOb — . . 1L fl° q Woop �4 v LICENSE# 50467 (, �',J urluTr POS— n POS g `M'000 cATO `?'„ -- \_ - ' _ - n I ' FE-NCE I1 . , N� B B'. PINE; W —BDGE OF PAVEMENT e " ° - d e NOVEMBER 12, 2061 U) 1, BROWN LOAM (OL) 0 o HAROWOO i U,MP 18"HARDWOO LVE - W ° ° TOPOGRAPHICAL SURVEY ADDED 10/26110 O G j . � I ' , N 52`22 ' r I, '/ER WIRES - Z .•1 - 8"HAP 5 RDWOOD VODD sr LOCATION MAP O ° 14"HARDWOODI 14��HARDWOOD 10"HARDWOOD 24"HARDWOOD fn BROWN E PALE BROWN SILTY SAND (SM) Z -, 28HPINEWOOD .^ • I• I' PROPOSED UND 15 5'22 ° FENCE BELGIAN BLOCK CURB t0"PINEI • -i WATER SERVICE TO BA5EM 12 HARDWOOD FOUND SOUTHOLD BAY Q 16"HARDWOOD CONIC. MON T a 18"HARDWOOD N i 4 12"HARDWOODS z O 30"HARDW C�?"� ';.�„ PROJECT N W ,� I PROPOSED NEN�ERSROUND `4�s y� s (D SITE LL � O ELECTRIC, 5ERV1 E TO 1J �yy;�) - BASEMENT 16"HARDWOOD W PALE BROWN FINE TO MEDIUM SAND (SP) V o 14 HARDWOOD W 'S I N < A i 4-, `.- 'I ' ••I', ' ;"I, rd,,_ - e _ (�!T18"HARDWOOD (D06 z l o 11 •.NEW S12AVEL.ORIVE m ---� I - 8" PINE ITW D 0 WATER IN PALE BROWN FINE TO MEDIUM SAND (SP) > ooh C EXISTING GRAVEL DRIVEWAY TO BE F '� I `. a'• ' ILP}--- -- z N TEST HOLE ` W " = - ; s � PESTHOLLE > m z REMOVED 3 AREA GRADED 6 o n I I \ ' x LANDSCAPED a GARDEN \\ ` -' , - _ ••;•[?'y„ LOCATION m O i,. v l o j �\ • . `�, I NEW SANITARY 5Y5TEM PER GREAT HOG NECK IL McDONALD SEOSGIENGE PROPOSED DRYWELLS RECEIVE ALL z i ��%•,, m _ REQUIREMENTS O 5 Ye/II RUNOFF FROM GUTTERS ON ROOF IS'-0" F GDHS SHELTER ISLAND T W 1- - SOUND Z N 20b" o I ,/ e x4, . I - . I• - I �d OUTDOOR SHOWER FOOTPRINT OF EXISTING GARAGE •'DW'•, TO BE REMOVED CL '$1c49 ! v m o •, 3- AR GARAGE .�1`; ' o I ; !�, �, 9 • PORCH I n COVERAGE ' � 1'6�>, � N/0/Ii' FOOTPRINT OF EXISTING NEW STONE PAVING ON CONCRETE V TW166+' ' x47 m� ROBERT J. SCALIA FROM EARTH SLAB 523 sq t f SITE AREA 52,299 sf = 1.201 ac ---el w +14 I ,� LINDA SCALIA UPLAND AREA 47,480 sf ca Z FOOTPRINT of EXISTING I , PROPOSED -STORY FRAME I RESIDENCE w/FULL BASEMENT °'z ' RESIDENCE FROM AERIAL PHOTO / I Tin W Q. m 5,035 eon/ft m OBTAINED ON 6006LE EARTH ' r" �' �'vWIMMING POOL D PafRl y main, Ist_flr._+21.25 master I j EXISTING J S n ;' '�. �x4; room basement +Il suite I STRUCTURES 3,056 sf I M. U +20 +22.5 ! n EX. COVERAGE 6.4% w J• : 3 Eegy/.F �-P eleV z PROPOSED D W' -F ag elev +14 e ev STRUCTURE 2 W• i ' o — I9 �� w/porches/steps 5,232 sf 5 n \ 5 PROPOSED N O F I DOUGLAS F. BARN N', LANDS APE EA 1' 1� 1'a 1'� z'P ' A POOL 8 TERRACE 3,038 sf y y' JESSICA W BARNARD `I — ! PROPOSED 1a N o :, L - - — - -r - 0 3 c m COVERAGE 8,270 sf= 17.4% n �— o� �z 3 H 3 �`r �I :' ,• 11 om STAKED HAY BALES W51LT FENCE z l.;@ Z li DURING GON5TRUCTION PHASE z o- - - , . ..-..--_�N Z P.� @ _ , , : ` �F MON: DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF DEMOLISH EXISTING RESIDENCE, ��' - ,'•, :__ �� " `' ""' ' ""�°'•' DRY WELL AREA x RAINFALL x RAMOFF FACTOR - - :•::<-:•: :•;:'{{ .;.;.;.;.}x;., _ _ -- 20 TEN FOOT (10'-O„) WIDE NON-TURF (DW) 4946 SF x (2/12 FT) x IA = $25 Gu. Fr. y�P INFILL FOUNDATION b GRADE TO - - - a ?: 4i>:':;;:;� .:•:::Ir.< , d` p •:!•�; ?:�' . .{T:: >:is?';. 'r.= :•:,\:.;::: f.11:•?::•i:� :•'. ':->_ .:r t 18 0 ” " • " • \, .i. Ur - . . . . . . . • • �: - a=n-- BUFFER FROM TOP OF BANK 115E (5) 8 DIAMETER x 4' HIGH POOL 6• . . . . . . . . ... . . . . . . . . _ __ _ PREVENT DRAINAGE TOWARD '-;i0 .-r)f" " " - . . . . . 'r'...'.•.:.0 '.'.•.•.:.• . .` . . .'-"' . . . . _ (A WETLANDS - . . . . . . . . '•'�'•'•'•'•:r. :'.: ------"--�-- - -- ,z_ __--- (5) DRAIN a 844 C.U. FT. 12 ----- ------------ ,-. .. . . . . . . . .... . •: :. .!•::•:: ' . . . - .., .- . -------------- __ ----------- __ PROVIDED REQUIRED ' --- _ '_ - _ - -- -- _ ----- ------- - - -- > - --- - --- ---'- ,. - -------------- --- ' -------------------- '----- --------------------------------------- ------ - -- ----- ----'-_-- ----8 DRAINAGE G T O OR AREA OF NEW TERRACE N TB 69 TB 7.0 re Bono OF BANK ie 6.8 TB r� DRY WELL AREA x RAINFALL x RUNOFF FACTOR EDARo N BB z.s BB 3_O BB WOOD BULKHEAD BB Z (DW1 1198 ) x (2/12 FTJ x LO • 200 GU. FT. PROJECT NO: eB �1 USES (I) ES' DIAMETER x 5' HIGH POOL 1009 00 o F U7 (I) 6' X 5' STORM DRAIN RING 211 GU. FT. DRAWN BY: EXISTING WOOD DECK C STAIRS UP {� o o TIE LINE ALONG o PROVIDED REQUIRED TCS BANK 4 DOWN TO BEACH LEVEL TO BEACH — APPARENT HIGH WATER MARK o 211 GU. FT. > 200 GU. FT. REMAIN .� p o ON OCTOBER 26, 2010 � CHECKED BY: z z x — — S- 45"40 '28 " W DATE: 2115111 S 42° 36' 26" W 147 .02' S 49" 18 '06 " W 2 . 14' SCALE: V. =20'-0" 51 . 26 ' S 45° 07 '54" E SHEET TITLE: 5 . 33 ' SHELTER ISLAND SOUND RECEIVED SITE PLAN JUN 9 2011 BOARD OF APPEALS SITE P SHEET NO.: ZBA FIND MAP SEE DECISION SI SCALE: V = 201-0" REGULATORY APPROVALS 6(eao SURVEY OF D SITUATE 0 -3 2011 D PARADISE POINT TOWN OF SOUTHOLD TDWN`°FSo�THDLo SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81 -03-06 a° SCALE 1 "=30' NOVEMBER 12, 2001 AUGUST 4, 2004 SET CONC. MONUMENTS & WOOD STAKES / OCTOBER 25, 2010 ADDED TOPOGRAPHICAL SURVEY • / °° as°.Q `"p° MARCH 23, 2011 ADDED PROPOSED HOUSE, POOL & PATIO APRIL 4, 2011 LOCATED TREES AUGUST 30, 2011 STAKE FOUNDATION a °�` • cs as �,°ao •� eH°s / a° rL ° Rae SEPTEMBER 26, 2011 FOUNDATION LOCATION Kx VO AREA = 1 .201 O. ft. J (To TIE FINE) 1 .201 ac. 01 • / d� RSL g eft fyN V° PI, �' '"° '• � '/ �C7�4J os^P"O�°� l✓ �o�C7 ti�,wo°° f��L��'T o ,`TEST HOLE n N9 \ v 9 • .'/ / �oa,��et � �o \ �'+� 4�Js 'e`.° t�v rev bt K AL4. EEVOx pO tlAD°° d,�d'° 'D p?°We w .e a°o° rv"'° J >> 9 141 ' 'I/,x,. +0 .H� Eu \.. •1 f 161 a. J1. e. °yam \\\ °- "IS 'kE,4o, wh^ a°4i 2 Ai Q, v 'Bk Rx, s^ 4 y 9- f -J SS 9\C. 1- `\ °l 0 / V �1P�r'y @L`''ey°\ ER pG \ oe,oe / rLFJ '9•P•2 9 H aoF / GJ PREPARED IN ACCORDANCE WITH THE MINIMUM 0 w, RffS d. 2 to BYA THERDS AFOS TANLD APPROVEDSURVEYS AAND ADOPTED 1K51 / ^� TRLEFORSASSOCIAAT B.,. YORK STATE LAND NrOye� ea"c oL ayp°f of tae � � SLC * z O to V �y LAAD N.Y S Llc ND 50467 2j. UpnUTHORIZED ALTERATION OR ADDITION To u THIS SURVEY Is A MOn°N OF SECTION 7201 OF THE NEW YORK STATE EDUCATION TAW, Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE SSE SURVEYOR'S ALL NOT SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To Stanley J. soksen, Jr ITS TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegoo ITS LENDING INSTITUTION LISTED HEREON, AND To THE ASSIGNEES OF THE LENDING INSTI- TUTION Title Surveys - Subdlvlslons - Slte Plans - COnstrucbon Layout CERTIFICATIONS ARE NDT TRANSFERABLE Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD. IF 1585 Main Road P 0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomesp°rt, New York 11947 Jomesport, New York 11947 0-243D SURVEY OF PROPERTY SITUATE PARADISE POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-81 -03-06 P SCALE 1 "=30' ' i a�"aP NOVEMBER 12, 2001 PEcva AUGUST 4, 2004 SET CONC. MONUMENTS & WOOD STAKES / •/ a OCTOBER 26, 2010 ADDED TOPOGRAPHICAL SURVEY Gaaa MARCH 23, 2011 ADDEDIL 4, 20P1ROPO ED HOUSE, POOL & PATIO AUGUST 30, 2011 STAKE FOUNDATION "�Yv �ea� • �5� r��, y SEPTEMBER 26, 2011 FOUNDATION LOCATION � ••�� • RP�c •' / �`` g• 3• JUNE 6, 2012 FINAL SURVEY ��"\�1 . '�E pe /��,5➢° \� It Val - JULY 18, 2012 CORRECTED WATER & SEPTIC LINE LOCATIONS /'aovJc ted a k°f fit` AREA = 52,298 sq. ft. ^ ` ptEP sed TTG TIE LINE) 1 .201 ac. O � SEPTIC SYSTEM TIE MEASUREMENTS e3' y�9eR HOUSE HOUSE 0 ❑B '� - ' CORNER CORNER ---7 SEPTIC NLETTANK OVER 46' 20' e°° eWM �,.. . .a o SEPTIC TANK 51' 27' } II d OUTLET COVER /' (1) c 1 / ocP `L ^ • a° �� �'� A °h LEACHING POOL TIIG 0 I 21112 COVER .�• •' , •/• ' eEP°�pPaP� fi3' 37' .. .. COVER 1 /, °�Q-Npc.P ` • ,- 1& \ g°Po'�' e t�9`// LEACHING POOLObi BLOC Guae P x `rM1P*'� 1 ryo°z'• c e °ef / COVER 2 7fi' 43' 1, { �GIPN ♦E0 I` O `,p5 ehPf . P LEACHING POOL 63' 3' heh COVER 3 • BELGIAN 9LOCN \ 1 1 R �i scP aP RD APRON . \ a mrPhh O oa4 __� e1° .sss°eEP \� �:'a. 's. � c,•'� kf 2• `� .. StaNE < DRIVEWAY a ° E ;5.a' 2A 'aehGf Ph f 44sNTE P 0 - 223 \ a q2A yti� Po Ce4 P 5 a h V sr • • i e •`b ���a^o' R' `'s f 1 A/C °NIT ' cf cA eh T e S LINM FENCE% �9. "9j, J �a .O^ -o P �x�x �HOWER P,t1' lY (•J r� VA� */ oP°Fa�'a ° 4ie�e3. �f� sa" es•e \\ // Pah � �' ea 4\ . cs4 °e ` y,•°oA, acc./ Pay4 LPf ND 'has' 6(f( 9sip p`'// 9Gc` z� N An' e e \\\YYY y 9'y'P 2 qP 13'e lec,�'O;•n a'%hoR,R c 5 — "Eb // �p O 2�2 °so�9�,or d c�•P� hP wyc �h/ ° °Pqh / �l Nf'^ INIMU �O6• PREPARED STAN '7RC TORDANCC �ATH HE SI7 ELL LED 'yy \ °S� aoreTsucHl'USE �}I P �TA GPTaIvD C' ._S'h' 0� k �` TITLE ASS(CIA "� ,f �"'.4 QE's Pah, G jq / dU�S �•`Y' .6�/y� SCA P LwV4D'`yil NYS Llc No 50467 'i. ✓1 UNAUTHORIZED ALTERATION OR ADDRIGN t� TO THIS SURVEY IS A NOTATION of ION SECT72D9 °"HE NEW YORK STATE EDUCATION TION7 TANathan Taft Corwin III SECTION COPIES OF THIS SURVEY MAP NOT BEARING THE SSE SURVEY '""E° SGL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE c°rvs1GERED TO BE A VALID TRUE caaa CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 5 PREPARED, AND GN HIS BEHALF TO THE Successor To. Stanley J. Isaksen, Jr L S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno LS LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION R[le SUrYe — SUbdNI510O5 — Slte Plaps — CanSfrUCGOn LOyOU[ CERTIFICATIONS ARE NOT TRANSFERABLE ys PHONE (631)727-2090 fox (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Rood PC. Be. 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jomespod, New York 11947 Jomesport, New York 11947 —243 u � PFEL FF ELEV +215 SITE DATA GRADE LINE ELEVATION +/- 20'.0 FT. SCTM # 1000-81-03-06 I' MIN. 2' MAX. PROPERTY: 4380 Paradise Point Road 1/4'1 I e.� T OF POOL F ADDRESS Southold, NY 11971 SEPTIC LEAGHIN6 18'0 FT OVERHE9D WIRES A 1 L A T OWNER: Dou & Ellen Clampa Z TANK POOL 6O TOM of POOL \ ���\ �� \�� 1 P O T AT SITE: 52,223 98 esfW 1.201 oacld Spring Harbor, NY 11724 T O -� 1 1V i� 4 Z HA 4S - 24"Hq WoDb- T x 44 - 1 L O I` ZONING: R.tO F" 28 ft 8 ft. MIN. m Y IT•-0. RDWD , yj] r^ LI WA1Ht OD '� II (l,,-1J UTILITY POLL • ' '�_ --EDGE ° ,A BJGOIRIIQ!® PO ST & 1'A'OOD CATB "., AW 8 _ OF PAVEMENT e _ ° . GROUND YIA7ER ----_ 0� ;ABS, HARP LAMP 18•'HARDWOO ,iiFB" PINE �_:.WATE _ _ - SURVEYOR. OX , aRl P , ----------------- �..- POB CO es fort NY 11947 Nathan Taft O 0 0 1F'^VALV --� 16 J oL o NE 1_ HEAD WIRE — ��� LICENSE# 50467 SEPTIC PROFILE _ Dw', _' , N 52 22 5 E °BHAR E O ARDWODD ooD %� p NOVEMBER 12, 2001 -14 HARD X14"HARDWOOD HARDWOOD 24"HARD , ST & Rq/ O 0 Z C�12 HARDWOOD ' '� wCUD FENCE ~—BEtcl TOPOGRAPHICAL SURVEY ADDED 10126110 , •. 155-22 AN BLOCK C — G BROWN LOAM (OL) '` -' 8"PINE I: NEW W 12"H a URB ` Z ARDWODD • Q 10"PINEI �' `j ' 'f1, - i TO BASEMENT � � FOUND W s"HARDWOOD CO C- MON N -�f - LOCATION MAP Iv m ' L fl 18"HARDWOOD — — BROWN 4 PALE BROWN SILTY fV ' _' pT i I,�T12 HARDWOOD �„ m � SAND (SM) EXISTING MATURE TREES TO BE z o I 30•,H?ROW 1({ ;F NEW UNDtFOROUND / _ w W m i (1) SOUTHOLD BAY REMOVED ELECTRIC SERVICE �•.,L' J �•• WOO 14HARD16W"HARDY• `• �' LU D A GOD PROJECT yxA SITE Z 500 GALLON UNDERGROUND PROPANE _ I > —'. !: %� �• - - - �.Ltii 78'HARDWOOD O TANK CONNECTED TO RESIDENCE 4z o 1 - '^ ' z O POOL EQUIPMENT. VERIFY LOCATION _t z NEW 6RA f VEL DRIVE : v - o •3, _ '� '?• ` NEW BELGIAN BLOCK GURBINS U O SAND (SP) PALE BROWN FINE TO MEDIUM PINEI 0 '� _ _ - - 0"-1 ,. SET IN GONG FOUNDATION W A m _ I \� ' -' _ - lLp; _- _. - d o yLU EXISTING GRAVEL DRIVEWAY TO 0 m`Gu I w '�\ 'd, ',L�•r m TEST HOLE LOCATION Z BE REMOVED 4 AREA GRADED 4 0a I 0 I �� ------ �• S ' '1, I m LANDSCAPED n - - .-- - r"� '�.L• 15.8' 7---- ---- I o _ .. ' 1'• I NEW SANITARY SYSTEM PER f L WATER IN PALE BROWN FINE PROPOSED DRYWELLS RECEIVE ALL m I o REQUIREMENTS OF 5GDH5 W tW 1T' TO MEDIUM SAND (SP) RUNOFF FROM 6UTTER5 ON ROO I o ��� �.\ - - __>-'sr _ - y TEST HOLE PAD FOR GONDENSINS EQUIP m ro DW • __ I FOOTPRINT OF EXISTING GREAT HOG NECK / ,. i I GARAGE TO BE REMOVED v;.;: : . OUTDOOR SHOWER w/GONG. PAD / I DRAIN, bRE N/' HIGH TSG CEDAR �- SHELTER ISLAND Q ENCLOSURE w/DOOR 6111 LD SEOSGIENGE J '� ��., •y - " • ° -'8W'• I+ I 0m NEW 150 SF BLUEST &R PAVING Y6111 n I cn� i ' ' ` 8 4, �1 No ro ori ON GONG. SLAB AT GRADE SOUND tL GONG. PAD FOR POOL EQUIPMENT V z i �� A •;„r`W r V. '•.l .- vi oq rO I y� P w/b' HIGH T46 CEDAR ENCL05URE �1;'bW'•; 3 GAR SARASE:'" '',J , .r -r1- aK4` I PAD FOR GONDENSINS EQUIPMENT OUTDOOR WETBAR 4 BARBECUE - T BAR r �K�'iJ PVis' PORCH —�� , NOT IN CONTRACT N/0/F, -� V TW 166+; rl-- Vd'•, 0�, BLUESTONE PAVING ON REINF. GONG. I----- RR,y "- ;}.� �5,232Iso, �t x4% r�1� ROBERT J. SCALLA SLAB PITCHED TO EDSES LINDA SCALIA - e o s -- I - ELECTRICAL ad Z. ^ 5. PROPOSED TEYO�STORY FRAME I m INSPECTION REQUIRED j I I'1SPA , o RESIDENCE iA ULL BASEMENT I m ■/�_ M Q• a O elev +l4 ` " r m / OVERAGE PROPOSED `- D Ir` .""� main 1st fir +2125 master r I �!�. �W1MMING POOL - i J �• N x 1 p x4, froom, y basement +I suite i 0 0 - SITE AREA +.' 1 u +2o I +2..s ; I z UPLAND AREA 47480 sf 298 sf- 1.201 ac w �' 12 z � � APPROVED AS NOTES w• „ 16 I negative edge _ -- � -� -elev f A - - ESR p I 36 a0 f 1 a3. +22.25 D�ATE'' o-II-I o \- EXISTING FEE.-56 170 e P.#� Lu. " STRUCTURES 3,056 sf NOTIFY BUILDING DEPARTMENT AT Q ~• u 2 0 765-1602 8 AM TO 4 PM FOR THE D) W. N/O/F �' o EX. COVERAGE 6.4Io FOLLOWING INSPECTIONS' PS: 17 1 B 19 20 i''> DOUGLAS F. BARNARD LANDS PE a�ZEA PROPOSED I FOUNDATION-TWO REQUIRED 1 A 8 p JESSICA W. BARNARD t A m `- '� I — / FOR POURED CONCRETE O — T STRUCTURE 2. ROUGH r' FRAMING. RI O � � /I P P STRAPPING,ElECTRIC,ALaO/i6YSAQIH6 � / w/ orches/ste s 5,232 sf * qz STAKED HAY BALES w/SILT FENCE 6 tlN161ALA1�lODV 3.p� e. O 3--- -' .'; �' m DURING CONSTRUCTION PHASE PROPOSED A FINAIL-D'IDWSIIRBC110NSBlFJpS + ff Z u z a - z ! F POOL & TERRACE 3,038 sf MISTSEMWEEM FMCD, of NEW P zo, o ' cMON /WIIL.C0111$�gtII�IIIOAYSAIAWLM�IfTINE �.P�� G r 0 TEN FOOT (10'-0") WIDE NON-TURF RE0[N0F.I DEMOLISH EXISTING RESIDENCE, t "� - _ - _ E - 20 BUFFER FROM TOP OF BANK PROPOSED UNRIMMOSE o` _ - ' TOP O�_ BA _ _ �� -- 18 REVESETATE EXISTING SLOPE w/PLANTS COVERAGE 8,270 sf= 17.4talyrpggr INFILL FOUNDATION 4 GRADE TO PREVENT DRAINAGE TOWARD TOP-OF BgNK �' f ANN - \ -.--12 INDIGENOUS SPECIES (NIG) ALL 11 fir ' WETLANDS - - - - LIST OF 12 '_.. --- _ - _ m q FROM APPROVED TRUSTEES 1 .c -- D � A PLUMBING WASTE RETAIN STORM WATER RUNOFF else ° 10-... - -- - _ _ --- ---- -- a WATER uNBs NEED PURSUANT TO CHAPTER 236 A' Ys --- - -- --- - - - - -- --- - - - - - -- TESTING BEFORE COVERING � — -_ - - FOUR FOOT (4'-0") HI6H FENGE FOR N BODE. TEBT a OF THE TOW 'FRED PR TB -0.9 - TB 7.0 — iB !� BOTTO OF BANK --- TB 6.H ,TB POOL FNCL05URE _— - - - N DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF PROJECT NO: Iv Be z 9 ae 3_D Be a 111 WOO BULKHEAD ee _L6 Be _p, DRY VI AREA x RAINFALL x RUNOFF FACTOR 1009 0 CP (DYV 4946 SF x (2/12 FT) x 1.0 = 825 CU. FT. DRAWN BY: 0 0 0 USE. (8) 8' DIAMETER x 4' HIGH POOL TCS EXISTING WOOD DECK $ STAIRS UP .� 0 0 /TIE LINE ALONG o BANK 4 DOWN TO BEACH LEVEL TO 0 BEACH / APPARENT HIGH WATER MARK W o O (5) SIX 4' STORM DRAIN RING >. 844 GU. FT. -� CHECKED BY: REMAIN, PROVIDE NEMAHOGANY IV o o / ON OCTOBER 26, 2010 PROVIDED REQUIRED o 844 GU. FT. > 825 GU. FT.DRAINAdE CALCULATIONS FOR AREA ��� DECKING z _ _ — z �� DATE: 6/24/11 147 . 02 S 45' 40 ' 28 W DRY YeLL AREA x RAINFALL x RUNOFF FACTOR 2 6„ W S 4 9 18 0 6 W 2 . 1 4 (Orli 1198 5F x (2/12 FT) x 1.0 • 200 CU. SCALE: V. = zo-0' 5 42 36 51 26 ' USE: (1) O' DIAMETER x 5' HIGH POOL S 45° 07 '54" E (1) 8' X 5' STORM DRAIN RING - 211 CU. FT. SHEETTITLE: PROVIDED RE4WIRED 5 . 33211 CU. FT. > 200 w. FIT. �y T F��I 7� ISLAND T q w q(� 5 1 1 L 1 1! 1 LH N D J O U N D PLUINBER CERTIFICATION FRRAMIING UNTI I URVEI SITE PLAN SURVEY NOTES: ON LEADCON9'ENTBEFORE OF FOUNDATIONLOCATIOPI 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM CGR7IFICATEOFOCCUPANCY', HASBEEN;APPflOVED. EXISTING ELEVffIONS ARE SHOWN THUS: SOLDIER USEDINWATER COMPLY WITH ALL CODES OF EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - - 5- - - - -SUFJPLYSYSTEM•CANNOT NEWYORK STATE & TOWN CODES SIT �� F.FL. - FIRST FLOOR EXCEED'2/f00F 1%LEA AS REOUI�D AND CONDITIONS OF SHEET NO.: G.FL. - GARAGE FLOOR \/ N TB - TOP OF TW - TOP OF OH OCCUPANCY OR SOUTHaoTOWN ZBA SCALE: •IIV 2O' O" BB - BOTTOMF OFF WALL BULKHEAD SOUTHOLD TOWN PLANNING BOARD BW - BOTTOM OF WALL USE IS UNLAWFUL SOUTHOLD TOWN TRUSTEES WITHOUT CERTIFICATE N.YS.DEC OF OCCUPANCY CONSTRUCTION DOCUMENTS v WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOTES STRUCTURAL REVIEW BY STEVE MARESCA, PE ��ORWALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS 155-07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY IIc146 MAXI MUM MEAN ROOF HEIGHT: 351) SIMPSON LSTA - 20 SASE PHONE 631 725 X1450 RIDGE STRAP - ALL ROOF RAFTERS ' 2 x 6 TIE • EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: SHUTTERASSEMBLYI \ \ \ f ICE SHIELDUNDERLAYNENT r 5 j-' SINGLE FAMILY RESIDENTIAL I REMIRED - T2' FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN •o < 4 FOR PANEL SPAFOREST PRODUGT5 WOOD FRAME NS: 'O WIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 3/3SI 2" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I ` HEIGHT PRE5GRIPTIVE METHOD z OVERLAP AROUND OPENINGS 4") I i ALTERNATE POTION OF HE �_��� MAXIMUM W o ASSEMBLY: I," I HURRICANE CLIP USE GROUND SNOW LOAD - 45 P5F. T OJ SURRICA H3 i ATTACHING(H/ I STRUCTURAL PANEL: FASTEN IM BUILDING w/ •j I FIRST LEVEL - 40 PSF. L.L. _ 1. 0x0 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSF. L.L. f. WOOD SCREW F Ib" O.G. SIMPSON H2 HURRIOANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I • OLID NAILED. FROM 0 .`#10 TEE NUTS ATTACHED TO BLDG. w/ >«IOxI-I/2 ( W/ WASHERS) I I RAFTER Ta STUD. - FIRE AREA WIND SPEED - 120 MPH LL O y MACHINE BOLT ® 12" O.G. TYPICAL ALL RAFTERS SEISMIC DESIGN CATEGORY - B I 5 - Sd NAILS EACH END RESIDENCE: 6,OcI6 S.F. WEATHERING - SEVERE Z IS ' APA RATED PLYWOOD TO EXTEND TO TOP Or TOP PROVIDE Sd COMMON FROST LINE DEPTH - 36" PLATE. NAILS • 4" O.G. AT O 0 ` I EXTERIOR OF ALL TERMITE - MODERATE TO HEAVY -.,-ATHrb. TYPE OF CONSTRUCTION DECAY - SLIGHT Z CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES V J CONSTRUCTION cn LTIPLE SECTION ASSEMBLY: F I/4" THICK BOLTS ® 2' QG GENERAL NOTES y I II W Z" 06 I I I I I I I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY � I I I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I 1 O CONSERVATION CODE, AND LOCAL AUTHORITIES. V Id I•( •f' �' 14. THIS STRUCTURE HAS BEEN DESIGNED IN W I I 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY F I TOYOVER LAP BONOOD MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. N Z II I II II BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LL O I,fi' LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. W a SHUTTER ASSEMBLY I I I I I I DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE W I I I 2 x 6 -Iw O.G. PLATE STAIR AND FLOOR OPENINGS, P05T5 AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. = UJ N.T.S. I I ( STUDS 7 PARTITIONS, EXCEPT A5 NOTED ON DRAWING. ` a r FOR PANEL SPANS:4' OR WIDER SPA17. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE N �'� I '' I I ' S. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM I I� FLOOR BEAMS. SPACING NOT TO EXCEED8.0 FT. A-325 BOLTS, 3/4" DIAMETER. Q . ALL DIMENSIONS AND GRADE CONDITIONS TO BE . CONTRACTOR SHALL OBTAIN ALL PERMITS AND a 23/32" APA SPAN-RATED 48/24 SHEATHING (OVERLAP AROUND OPENINGS 4") GRADE PLYWOOD b18I I I I 2x4 5TRONG-BACKS ® 24" OG I I ,' I ARAF + NAIL STRAP VERIFIED BY CON71RAGTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEERpNp OWNER. 11 Il ATTAANCHOR eoLr� 4 - ed NAILS CONSFOUNDTATION HASCTION OBEEN ERING OF DESIGNED MATERIALS. SOIL N. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I I 5IMPWN M5T2T BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. U. PPEA55EMBLE PLYWOOD TO 2x4'5: a 10x3" (w/ WASHERS) GALVINIZED OR I I 1 1/2" WIDE - .20 SASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT STAINLESS STEEL WOOD SCREW ® 12" O.G. METAL STRAP 045" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL 5HEATHIN6 TO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. op Z , IOOD (w/ WASHERS) GALVANIZED OR STAINLESS STEEL '6fi Ed NAILS a 4" o.c. RELATIVE DENSITY. 0 WOOD SCREW AST 16" O.G. rx ' 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q m YyR.� #10ALTERNATIVE FASTENER FOR SHUTTER Io BUILDING: 2 - #r REBAR r.::st 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ON EACH LEVEL OF DWELLING AS REQUIRED BY MA TEE NUTS ATTACHED TO BLDG. w/ •10x1-I/2 ( W/ WASHERS) ',` ' Aca TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER �,. `T.�, 2 x 5 SILL PLATE MACHINE BOLT ® 12" O.C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J 0- FORFOUNDATION PAS. Dili FOR DESIGN. -0v$', , 5/5" x 12' A.B. •45" OO. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAY"11NG. '000- n 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO iI- 1.,';� w/ FENDER WASHER. $, PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT W J .UM: WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w ,X-I PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS, q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED E anca7o ID IN TM E c1q ANNE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS, INTERCONNECTED SMOKE ALARMS. 2 W . HO ASTM E Iggb AND OF ASTM 1886. TOP OF FOUNDATION AND DECKS ETC.. -"a LIEUPONTROF H MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 CODES ALSO APPLY TO ACCESSORY Q F- , 0 N LIEU T THE ABOVE MENTIONED WINDOWS. I0. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. N W • �� ANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION 6HA� RDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ``"ANS WITH WINDOW )AGK PO5T5 , HEADER + SILL PLATE, SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 FOR THE INSPECTION OR 5UPERV15ION OF (LABELS TO BE MAINTAINED ON SITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE IIi ABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE REBPON51BILITY OF THE CONTRACTOR. of NEW 1,o NAILING SCHEDULE FRAMING NOTES 'P�c U7835o'1 .Fc� TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" �STEREU PR�� E PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND b d ® 12" o.c. ° BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING SIO 0 3. ALL SUBFLOORIN6 70 BE APA RATED SNRD-I-FLOOR, W 01 BY: 1009 CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. ° CEILING -1015T/PARALLEL RAFTER 7-Ibd (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE HJT CEILING JOIST LAPS OVER PARTITION 7-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND SND WITH GALVANIZED HURRICANE TYPE SABLE ROOFS COLLAR 71E/RAF7ER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFS R LOOR TO FLOOR JOISTS. CONNECTORBY "TECO" OAPPROVED EQUAL. FOR CHECKED BIBLOGKIN6/RAFTER 2-8d (TOE NAILED) 0 00 TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS - RIM BOARD/RAPTER 2-Ibd (END NAILED) 4. ALL HEADERS b'-0" AND OVER SHALL BE SUPPORTED TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER aTRIPLE UPRIGHTS. ALL HEADERS SHALL BE A GONNEGTIONS. 6/24/11 a TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. STUD/STUD 2-Ibd (PAGE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER I6d (FACE NAILED) S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 100< ° C450 BOTTOM PLATE/FLOOR J0I5T 2-I6d (FACE MAILED) ® 8b" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED SHEET TOTE: ° -1015T/SILL, TOP PLATE or GIRDER 4-8d CIRCULATION IN ROOFS.(TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRID6ING/JOIST 2-8d (TOE NAILED) Cl. DOUBLE FRAMING AROUND ALL OPENINGS ( skyllghts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL SABLE ROOFS BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" a O IO° ° X45 a BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES IO < ° X50 LEDGER STRIP/BEAM 3-Ibd (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF �+ PARTITIONS OR AS NOTED ON DRAWINGS. DETAIL) JOIST ON LEDGERBEAM 3-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS AT MISRE RE COMMON NAILS . . o.c. BAND JOI5T/JOIST 3-Ibd (END NAILED) RECOMMENDATIONS. AT HIGH PRESSURE ZONE - b" O.c. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED _HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND J0157/5ILL or TOP PLATE 2-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 109 011 PLYWOOD ROOF DECKING 8d 04" O.G. EDGE5, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS a 12" O.G.. SHEET NO: PROVIDE Ed NAILS • 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d 94" O.G. EDGES, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS Or PANELS IN HISH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d 06" D.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS I5. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE ; a - 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 2 r ---� ----- ---------- 6.Oy2 4 .8y2 I 3I'--1y2I 161-5" 16._Ily2 6, CONCRETE STEP COSTEP REINFORCED w/ �' (5)715 REBAR SET 3" FROM BOTTOM OF , _ ` 10" i I I STEP w/ 14" BLUESTONE TREADS. STEP TO 6'-Oy2 6 2 BEAR ON CHEEKS BELOW 4 HAUNCH IE LO ��\ b" F�_-____- , ' GRADE. I I I I , II II II rr � ' 1 J .. 1. .I F------ `\ ` .. . . r . . --------------- --------------- _ __lam_` _F_ __ _ _ __ __ __ _ ---------------- ---------------- _ _ _____ 1 4" SLAB ABO�'�IE w/6x6, 19( WNOH ' �. 7 = : 4 SLAB ABOVE I/6x6, 1°,(° WWM - ON GOMPAGTEp FILL ABOVE I. i" - -.i LINE of RI ERs ABOVE AT FOUNDATION WALL (AT PORCH. CHANGErumIrT IN BLAB LEVET OF I ' I IN .ON COMPACTED FILL ABOVE 8" THK. POURED GONG. FOUNDATION WALL w/715 12'� "\ ;. 2,_T, }IN REBAR 912" OG, HORIZONTAL 4 VERTICAL, ON 24" �• 4�� SLAB Wbxb, 1040 WWM I I - . . 1 v - ON GO ACTED FILL ABOVE j i LEDGE IN F NDATION WALL ' ' •" 2 , y2 �., - '�' 1 WIDE x 12" HIGH GONG. FOOTING w/(3)715 REBAR. Z T ,i - I , FOR SUPPOT OF SLAB ABOVE ': 'I ROP IN " 16HT F I i ?. i - i 1 .o SEE WALL SECTION W Q FOUNDA21 N L J I� �a� 7 7 1 - PROYID,gqI(d)%zT5 GALLON IL _ __ __� i .. O j F1LL AlDRAWEYOI'.IN. PROVIDE, j j DROP N HEIGHT C�F 1 r' `c� - g. - 'r _ i ROP IN HEIGHT OF - DEF'THM NITb'KINCiYJEVIGE. I FOUNDATION WALK. . I r` _____ ___ -------- - ___ .< < ,r ..i ___- ___ i. . .FOUNDATION WALL ' � - :j 1 _____+P f•' ------ N ' `` . 1 _ O PROVIDE BEAM J --- ---- -- --- --- -- - - -- ---- - - " - , .� --- 1 I -------, T �- _ _ POCKET. (TYPJ I ___ ___ __ __—______ _ __ Q II I L � m I •';•, � / P' ;� �- I PROVIDE CONCRETE STEP REINFORCED w/ 13'12" ' FAIR 18'-3" I6'14" 3y2" 16' 10" ,%' CI i:.` __ _ _ -Iry (3)a5 REBAR SET 3" FROM BOTTOM OF Z r 20' 2; �' STEP W/ I4" BLUESTONE TREADS. STEP TO O 1 1 WATER HANDLI O a' _ _____________ __________ _____ ___________________________—__-_____ BEAR ON CHEEKS BELOW 4 HAUNCH BELOW - 4" 1! 1 1 I 1 I I l0 UNIT - - 2x4 WALL RAP IN6 4 FINISH NOT ` - y : CONC. IEFFENINGIFOR ' `r I ° BAS MENT II V 1 --- ___i IN CONTRA T OR FUTURE) NO GRADE. G FLUSH EARTH AB n I I r --- - 4" SLAB ABOVE w/6x6, 1O,(° MMI ON -� FINISHES IN B EMENT, EXCEPT AS ! Z __ (3)LVL � I COMPACTED 5U RADE BELOW m ILL 1 ,m; SHOWN ! E ORNAMENT EXTERIOR DRAIN Q PROVIDE AL - 0 m I W� m I IN SLAB PITCHED TO DRAIN. CONNECT TO J I BOIL T 16 I = 1j,liS - _ __� I 8 DIA. x 4' DEEP DRYPELL BELOW SLAB N z MEGH. a 3' Q. 514" or, sn.. L. m l ° ------ - --m at F ARE " 9 wl36"x96"xl8" POURED xl LENT /�/ GONG. FOOT w/(4)MS ry ! m 4" SLAB w/6x6, 1O.(° WWM ON 1� (� I i p __ __ Ii p 1� T�1'7• I BOILBIR j y, I I REBAR EAGI WAY (TVP) KII .ow°I C.OMPAG SU RADE BELOW 9" 1 ' �i ____________ J I 1• 1 __ _ t �� , �� _ X ry I IJi UP 1 - W - PRI IDErTYPE TX" GYP. _ " ii ,. . iV 1 50- jl Ic __ __ (Z BD. ABO HEATINGLVL __ °i = - I I_ Im a__- o p Z 1 1 I DLE -Loc R n IIYeI TJI/560 916" OG LOWER FLOOR I�I i3 ry 5 3 1 ry /2' la o 1 PROO�DE FIREPLACE SUPPORT RAISED m m BLUESTONE PAVING ON 4" REINF. SLAB. O 10° 60 9I6" OG M!3 EQUIPMENT AS PER COD IIYe TJI 60 916 HIGHER FIl00R m II a TJI/360 9161' OG LOWER FLOOR II a TJI/3 1 I m /FIREBOX 4 DAMPER, 1 HEARTH DIEFFENIN6 ON PROVIDE FLASHING AT DOOR SILL. J m I6'UII" r r7s 1 S1 . / / Ib 5y2" T g3 IT'-II " ,5 NO FACING OR FINISH 20' 'I Til FRAMING ABOVE 1 1 1 1 RISERS ON STAIRS TO GRADE STONE 4x+A" STL. COL. 1 ~ y2 PROVIDE BLUESTONE TREADS A /�/ -, �3,11Lk"4-VLB�LOW♦-VA4LL -- ---(9)!1'+,o-" La/46 JN41 ABOVE- --- -.._ 1 E LL __ _�_ �______ _ ' _ TO SUPPORT Z - ------- ---- ----- ---- �_ I I 1 8' RTD7E ~----- -- - - I a PROVIDE BATT NSULATION ' i � 11.t I J 7 1 ABOVE PER 5 GIFIGATIONS I! L___I _3�.2, b'-2" I ... __________ _______ J y x W _I I_ 1 A N T I I I 1 b 10 2---__ -ys I 1 _ II/e" TJI/360 916" mG HIGHER F OOR - - IIYe TJI/360 91 OG MIDDLE FLOOR (---' --• II e' TJI/B60 916" OG MIDDLE FLOOR I I 1_L____ __________ _ a MEMBRANE DAMPry ROOFIN6 `1' I ry m n .____I ' ADHERED TO FOUNDATION LL 1 I - IN LOCATIONS SHOWN 6" I i I7. LINE IS EDGE OF WOOD FRAMING ABOVE 4" THICK ONIG. SLAB ` 1 I ` PL ORM BUILT ON SLAB 4" WIDE SHELF IN FOUNDATION IN BELOW 0 REINFORCED wA bxb , 19(° W.W.M. 1 PROVIDE 2x4 FRAME I \ 1 _ 12'-I� ' BELO 2x8916 FJ FINISH GRADE FOR STONE PAGING PROVIDE SAW CUT CONTROL ;p WALL w/GYP. BD. ONE r ., `9 JOINTS AT 20 T. INTERVALS. I _ SIDE. PROVIDE CEILING 4 I ALL O 1 S14" 5TL. L ON 24"x24"x12" 1 N TRIM ON FINISHED SIDE _ �> , R GONG. FOO PROVIDE (2)2x6 TREATED WD. PLA 1 I BASE�'1Et�IT m " oD . COL. '< � I� N T :`S ice` '' a OVER TERMITE SHIELD 4 51 IL SEAL 4" SLAB ABOVE I/6 x6, "If ° I -i L-_______- _____________ _ .�� BOLTED TO TOP OF FOUND TION AW ON GOMPAG D = ; LL _____________� ,,,C____ WALL AT 52" O.G. (T- P) ________—__ __ y __ _ Q 5UB6RADE BELOW �i 6_Wy2m ,l 1, :7' `___'1_ �h .':v f� (5)2x4�.v',;Cb.'?/ i ' a0 Z. 1 i I IF PROVIDE,.�'(/G WASTE �' �� < ,.� %� `T P05T LL �� - LINE IN 5YAB TO SUMP "m , " /, ,/ ' F3' W ¢• AIR , LINE 15 EDGE OF WOOD FRA�•11N6 AB VE 1 I DROP HEIGHT OF I -------- -------- ,D HANDLIN V' in ( _ ;<�1 J m• o i FROM TOILET, SHOWER 4 h 1 FOUND TION WALL ' _ c. , _�\ �j 'll UNIT (2) SINKS FOR FUTURE 5UMP I, `, ��r.J . M1 i - , i 2 4" WIDE SHELF IN FOUNDAT14N TO BE OW I ` �y°- �` = Jry�l li '% t i W J• FINISH GRADE FOR STONE FACING L I -- x z '" " /�' DROP IN HE HT OF \ j% � . j i,/.' 9Yi o�0 �`) " i , � W• ¢ 12 � OUNDATIO WALL r •% "T, ' ' \ W• a "' 1 / MAIN 0 'r.,� ' ' ' m 10" L -_-_ _ _ `/� ` PANEL_ _ _ a_ti_ _ \ o. , ; /S� - P i -r. 2x4 FRAME WALL TO SUPPORT 4" 5 AB ABO DDD w/bxb, ° WW \ 7r I -ry ON G MPATCO FILL VE h / ' " '� FLOOR FRAMING ON 16" WIDE x I I I , I - �;', I ' h , + B" THK. THICKENED SLAB - 1 i i I3y2 =ry 2tj�7)T,31 I FOUNDATION WALL ( F) 10" II ImmII IN H vHT``OF " FOUNDWLL A10 THK. POURED CONIC. FO NDATION WALL w/15 DROP i hh' Q .. / - REBAR 924" OG, HORIZONIIAL 4 VERTICAL, ON 4" i b ____ _ r _J _ 1r .t r Ir 1 MEMBRANE DAMF>ROOFIN6 / ' / WIDE x 12" HIbH GONG. FOdTINb w/(5) 5 REBAR. f _ ______ SEE WALL SECTION I Itl Al ADHERED TO F ATION 7 ! r pF NEW Yo 1 N i WALL IN LOCA ONS SHOWN p / I < R II L J L ____ _J L_ _J 3'-Ty2�� j j q'-II ' 6'-T" 2'-I I" 1 i i i i LID GO FOUNDATION TO F ON 24'x24"xl2" ii � b 24 4" GONG. OTING i ,p i i 4" SLAB ABOV i ' 1 ON GOMPl"lC FILL bABO°VE. M I i I SLOPE SLABhhO FRONT EDGE i i c'STEREU PFIJ� PROVIDE CONCRETE CHEEKS TO AT DOORS UNDERGROUND PUBLIC J I WATER SERVICE -/I I DIMENTIONS SHOWN TO CARRY STEP. Coll. i� I I f /` S, / (<� ! / / � I CHEEKS TO FINISH 4" BEL OW FIN. GRADE. UNDERGROUND f 1 0„ v, PROJECT NO: II ELECTRIC SERVICE �I II . A j i � PROVIDE CONCRETE STEP REINFORCED w � 1� - ,,:.-'� o„`� � ' !1 ' ' 1009 I 1 (3)715 REBAR SET 3” FROM BOTTOM OF 5 ! iRAWN BY: A/ 14" BLUESTONE TREADS. STEP 70 BEA ON j moo" �`.` . . ; ; :� TCS X X CHEEKS BELOW 4 HAUNCH BELOW GRADE. HOUSE SEWER TO i j SANITARY SYSTEM i HECKED BY: 6/24/11 1/4.. _ 1. _ 0.. B E M E N T/FOU ' DATION PLAN 61 3 (- 6 0" SHEET TITLE: SCALE 1/4 ' '7 (��1 DROP IN TOP OF FOUNDATION AT ' 3 Il I 2 `� OVERHEAD GARAGE DOORS 4 SIDE DOOR / BASEMENT U 31-3 55- FOUNDATION oe moo e„ PLAN X / ISS F / SHEET NO: 3 CONSTRUCTION DOCUMENTS 6'-zYz" 6'-91'2" `b ,79166 6'-2y2" {o , 2-o S33 12'- 2" II I6' S PROVIDE HANDRAIL AT I CASED COLUMN w/GAPTAL DETAIL ID-B AREA OF PORCH 30" ABOVE � r3� TO MATCH ROUND COLUMNS --- -- -- ------ GRADE. SEE SPECS. , FIXED MAHObhNY FRAMES STRUGN ORNAMENTAL I \1r1' ICY,- 4 /. �. II I IS'TL-�i,2" 4 16_I q2w .A 1 - ��� SWREMOVABLIE EE ELEVATIONS 4 SPECS GS PANELS. COLUMNS /TOP t BOTTOM I VJ 4Mh rYr.S�'� \9 I k/ ` c HOLD DO S. SEE SPECS. U 4" I'-4" PROVIDE TREAD MATERIAL TY2" 111'-11" 15, OV_______________ ____________________ BLUESTONE EDGING AT ALL ,v, L_ AI $ r EXTERIOR HANDRAIL ATTACHED ---^STONE TREADS TERRACES (TYPJ D-v TO STONE PAVING. SEE SPECS n q r ( � � 1 1 i 1,- _ . . - 5E I6 I"1 1 1 1 n 1 6'-`.+y2" - - T -- - q-O ` y/ J�N\P li iQ 1 1 r ; — I� E OF 50 r - I P \I2 /' iW I 1 I I LLI F76 ( ��f " J 5'_5.. 6._ I 6'_T., A' 4'-ly2" 'W r _ 9 ' I 11 II T L p P RO Z ED- . 11 11 VE ED H- - 1�` _ S 6 as 2 MA 6 NY" M - ' ' J J D) 1 0 O 1 Ii 11 '"D E - PA INC,IN6 1tl I- SG ENED POR J FIiW29B0 U .__.._ •o W 0 ry -2x&4 GH - x �� Flrt2918 STONE NAVINb 2x6 P05T I 0 r \ N LUE .4V pm-_ iyl VliW2 80 —_ J 1 li RFR2916 J 48 TN2056 TW21056" TW2056 1 16' R — ry 1_ VLH- % n o I (3) p� F' I I I I �yj BI (3)W4" L HDR H B 1 7 ! ' 16 FFIT-,F¢5616 FHT- 5616 LL O FHW 611 li 2 056" DHP 056 1W210%. TN20 V TW210410 TW20410 Bp'N TTE _ DHP�656 DHP 656 , O VJ L L HDR I FLAT ,B HOR2 B-LAK --_ —_ e. G �- 1 _______________ ________________ - SE 13 4 CL6 1 1 AS ___ _ = Z BE, y2 1 16' T. I6 O" I I I6'_-P' ARE 20' 6y " ' Z STI DY II 1 I I _ _W2 2J IL------Jr,.11ydbo PJI I �'v, - K 5T Dr I 3 I I I I I I - -----L '--- ---J ___ ____ � .', ml �` m � ��- I m O O � ® ----ILYe" I6"IJG� ul — x1 > O MASON Y FROIP41 HOOD TO 1I J ATHED GEILIN6 2 117{1" TJIl360 FJ ® I6" OG IIYe" TJI/B60 J 9 16" O _ Q m FIREPLACE. _ _.____-__.__ R OM IDE DUCTED U m p .`� No J WOOD FLOOR x 11I�o m N Q I VENT _ x I V-IDE-POT �i XTERIOI� 1,1 FIREPL GE � I � I , , . o SEE SPECS. - __ --------------_____ _ IF W (2) _ II" O /� FA VIDE-P T-FIE R __ __r__ __ ____________________J ________ _____ IS r _ II II IT H F F r m I BE I EOM O L o N ,�v1 A Q '^ W (3)2xa osr WOOv� I ` ; _-` FAMILY RO _ V/ J O II 1 UNDER ID6E (3)2x4 POST - - --- J- n I "'N - ca N ry - - `I TGHEN ry - ;- OM -u DN z M 7_ , r__� I____ r __ __I . _- m1oR GEILIN6 m 4 2'-Sy ' I (3)IIYe" FLUSH LVL IBELOW WALL ABOVE _ w/ORNA AC.,WOOD BEAMS -'�o N O a (2)II-7/6 FLUSH LVL - 1 G INETRY THIS ROOM 1 WOOD OOR ry 11 I ,� I N IN GON T WOOD OR _ X ,r` II 3'-5" 3'-9F:2 3'-91/2' £+ 5., 1 1 ry1 i ----- -J L_-- __- L . _ - _ _ I J L _ _. ---------------------1-----____________ - 7 I _ -- -- --------------------- W - --- T_ r-- ----------------------- B r Z II I I -- Ki ( EAR LVL w (OV 5 LTL. PL. __________________ _____ 4'-O' - , C uj 01 TW 46 ___ a Rr LS.--VE p� BEAR ON OD STL. OL. - -_ I I 'I�4 a �3)`I - VM1aiDR=== p1 12 J LSE€-DET-141' GEILIN6 ABOVE. 1� Jil ,n 6'_5° 6' O" 6'-3y2'y , . °'� y Q, I 6. > A J li I 1 1 U#. I-------ri j - OFF DOD FLOOR - ------_7 '-O" 440" m > T W 13 U), hl n ry Ito UP 111 J �Q 60' 3/21, 1 _ ,o -� -- a }�j J BEAR FLITCH PLATE ON I DRESSING I UP 1 GL6� SI �� RTM GL6� r- (3)RAFTERS IN END WALL I _ ____ ___ � IIi " _______�.'L__-- ' LVL FID ___' ! ___ ____ . _ - RSTONEI _ N 0. ____ _ m OVER ORNAMENTAL n ROOM HALL STAI HALL T -ry a jp WINDOW i v YqOOD ,i OD FLOOR D' WOODIPLOOR ° I ' - - ---- _______ _ - _ a Ii R T 8 m CABINET - B - _____ _ _ WRLK—IB GLoSEr OPEN T SECOND Ii ,1 a, 13 m ry 6 I� FLOOR ROVE III p1 IIYe" TJI/360 FJ ® 16" OG 3y2 i'� SI's° �i 2" 44;M 4" STL. COL 1„1 i 3-6y2 `�(2)gV2 L w/(U%Xq' � � @/�@ PROVIDE LAMINATE BASE r =_ - LINEN ------- 6' O" 11 A \TL. PL. HDR. < @@ CABINET w/SLOP SINK A HOSE 1 S BIBB X 9 3� HBR k> POSS ' 2" M 1�a DINING otl Z. 111 11 TJI/360 J a 1 OG /� coAr ® r ROOM Q MASTE BATH Co OSE m v eP 4'-by2" � WOOD FLOOR � _ W1Y1B WET BAR ry � COL. � e a n 1 ul MOOD FLR. �� / " ' iy J 2' Q o - i I6'--1" 4x4x1'4' 5TL. L. (TYP p a 9 W J• 14 >' � D�'� � �.� +® TILE FLOOR OOR ®. - _ L - - --, B ' S.eJ :e< W OYL 824 OVL182 (SJ?+ i.� BFlTH i' �� � /� � w' � u 3 1oh <F�� 16 (B)gl5" VL L-_ m �s (3)414" LVL HDR ML q.,- U) 0). ' FRONT PORCH 11D- s t'' °/J ''P TW2436 TW21 36 TW2436 - --~ BLU O PAVI 6 ��° TW21056 TW3856 TW21056 \ \ g//� O• ���/ 0� \\ / 3 / I 10, —_ —_ --------- H•.3 HANDRAIL . PORCH ESTAIRS, / 1.41 17 TSS T nm \Ooo s�y CO BOTH SIDES. SEE SPECS. / , � + � 'YC os OF NEW YUR, FRONT STAIRS wBLUESTONE TREADS / �: \ ` /6„ V qn lij 9 Sq"yL� 5' 4 STONE RISERS 4 SIDE WALLS. / T� , /� @ ?J �V 931 j (S ` \ S(,��/, \ 6 / '�i•� „ p ! 4 kk `�[4�,0�. ToticGsp\ so'lgs� OJECTN01009 rD IS FZAWN BY: Rp �j HECKED BY: X I l ( \ h 6/24/11 FIRST FLOOR PLAN � 3� 63 \ y ;13 B SHEET TITLE: SCALE: 114' = 1' -0” FIRST SHOWING F MI OF SECOND FLOOR PLAN ABOVE �---- q / i 18 3,048 sf First Floor ���� "Ov Q( I '� tl $ go 0 j B `rte/'? <� u� FLOOR TRASH PLAN V'G\ SPECIAL FRAMING NOTES �� `\may o RM, O SHEATHING F PROVIDE)ONE SID D. }\ S� rys, 19 / SHEET NO: SHEATHING FULL HEIGHT ONE SIDE OF WALL PITCHED OPROVIDE 51MP50N HDV2-5D5 2.5 � PROVIDE 24" Y41ME— B HOLD DOWN T bb tR.� /��nl X VERSSE AT 6ARA&EDOORS GONG. B ry 15T FLubp__ 6 11) 4 CONSTRUCTION DOCUM TS r r r I I I OPEN TRELLIS w/ex8I CEDAR TIMBERS w/ORNAMENTAL END CUTS, CASED WOOD BEAM � w/FLASHIN6. 5EE WALL SECTION i I -- ----------- -- - - - , i GEDAR SHINGLES W/ EXPOSED WEATHER O } ON LATH SHEATHING ON ROOF RAFTERS. SEE SPECS. PROVIDE ALTERNATE FOR ASPHALT Z 11 LE SHINGROOFING ON % PLYWD. DEGKIN6 l ,W' i 0 I I 1 i 1W21 2* I DH 42 1052• 2 O I = (5)W4" R H L i$ up'.. 0� LL o -1 - N20410 LVL w/(2)IFzxllSTL. PL. F USH 20o •—rxzoalD T20410 0• I— OI / M i y_b (5)%" L L HDR T (5)%" LVL HDR - ury ______ _____L_______________ - - I - i _ _ __________________________ (4)2xb POST L M i______ _ I r_ _ I 1 O FAMILY FAMILY I O to SITTIN ROOM xl . b" 1 F Z BEDR OM #1 4 WOOD FLOOR 1U I BEDROOM #4 = a 2XIG ® Ib" G. J. A13OVEi 1 O N T Open k I� i q. HIGH GL6. IN CEN R _ I q' H6H aLG. IN DENTE ry i K r P I CENTER WOOD FL R I J J J STRAY CEILING NNDW/5' PLATE, RE9' I ------------ --_(�qki' L --- W p ' STUDY ' I 1 m 1 i ________________________ T________ n -- - - - Ik'—TRAY G LIN w/8' PLATE, ib' 1 I I 1 FI wN J ,AREA I I CENTER AREA I u1 ��% OF ORNAMENTAL WI ON �_________ I K 5 9 K b'-'-J� " _ { P�II Ir - _ (5)2x10 HDR ® PERIMETER I I z 1 z I FAMILY ml�'E' 1p 1 ' ' _____� 4z________ t______ � d p d ___ ____ _ ____ � ____ -- __ _ (2)glt� LVLRIDGE - � �I L ' 22 wH n �' . 0 ' SROOM mZ at1" 0 % O 3 f, J )2x4 POST GL. (3)2X4 5T \I \ ® ___________ ___ _ _ _ __ J LIN. 4'-O" 21 ry STAIR HALL 1 ry (5)2X4 05TH p TO RIDG JI__ (?�ql�"_LVL----- Lu U 2$ i WOOD FLOOR TO RI E F• _ GUE5T _ _ _ __ _ _29 _GUE5T BATH #2 ry CARRY STEEL PORTION OF FLITCH E Z BATH # _ - 1, O TILE FLOOR VI PLATE THRU MASONRY CHIMNEY O m 24 - - ----- - ----- --------------- -_n - (5)2X4 P Ti K r 2 L 2 6 --- PROVIDE STONE FACING ON THREE X W W ry p 31 32 ,1,_q„ 5'-OI/2" 5' „ 3'-OI/2" 4-_q�� (3) 51DE5 OF CHIMNEY, 6 FRAMING = fA v _ TILE FLOOR 15 HALL RIDS 1 ali r_�_o____ __� Y2, + GYP. BD. ON FOURTH SIDE ! V J 1 ry I I CImW �I�J (3 " VL �1 4¢ 2 a o - __ S __ ___ HD_R__ ___ __ 1 _ ___ _ _ VELUX, #M06, w/DBL.LRAFTER Q IL--j 1 -____--- Op n to ;p I I,� PULLDOWNI - - 36 FRAMING, ALL SIDES d _ + e m STAIRS `ki HAL-L-� ry - .�:ee� �I 26 J i'" ABOVE m I --1 3-O " SHELF (V D LANDING �, zx r ______ ____ _ ___ __ __ ____ �� //. ` GANTRIDGE—,y 4x 10 ® 16" 01 J. ABOVE I ; 2xl ® Ib" C. J. ABO A FAMIL I x i BEDR M #�`2 mi `� i FAMILY 6 WOOD F I OR _I I _ � I BEDROOM # I ry I WOOD FLOOR �i O 2`1'\� D - 3, i U) Q• STRAY CEILING w/8'IPLATE, 9' m CENTER AREA I _ _ I I_ y2 2 ' 3y„ rYk'\ 1 ,`` / J 2L• o o _. 31-10" 8'-l0 i 1 TRAY FILING H/5' PLATE, W 21 4 p '4(/� 3p* r 3 P NICHE I ` ` GENTS AREA , o-,�Pgr N 20. / W J• z T / BEE ROOF PLAN FOR ` _ 7W20410 1W0 1W20410 ` __ _ __ ' , I ^ (3)2x6 ' \ •� �•` ' FLOOR GEELING VE SECOND W, < wln o ea `� n 27 i 28 38 s CL rv -------�--- I ��--- --- -- / w AND a?OST 41 I `, `>l w• 6 =_______ 1 1 �0 5T0 5E �, \ `J' Q F• 2 ' LOW PITCHED EAD COATED / ,oa I TRW 7v (3)NS" L L HDR ai/ (5)q�a" HDR R, k Y GLIN6 w/ TE, q'�` COPPER ROOFI 5EE SPECS. � o C�_ io -e�'D C�^, GENTErj. ARE � i \ tl1 pl 1W2 10 TW3 X10' iN20410 TW210410 7W39410• TW210410 U ' e,_o„ b'-o" h+ . h1 FA L'Y PROVIDE WINDOW SEAT w/OAK OM #5 PLYWD. TOP WEDGE 516 NVINa' Ib e' b„ 3: „ -� WOOD FLdt9�., TYP. BASE ACROSS FlWNT I 38 �Q` ` `\ off,' Op NEW YO �7c /y TCy �. SG ZSAly MLRii. I I � FAMIL #(� RF�zSTEREo \� pp 3 $ l0 1 ,3 3- NOM FLOOR ' T / 1� PROJECT NO: B � TRAY GEILlnoyv/b' PLATE, 9' � 1009 CENTER AREA �' —1-, _ f 3 n x LEAD COATED OOPPER YELL 73 42 43 11 / sa ' RAWN BY: TCS X X -77 n INTO ROOF �L 2 7 ELLIPTICAL WINDOW DORMER �/� � (l �, HECKIED "l / QLu.S Imlt_ DUES/T • `` . 6/24/11 TILE 1/4.. _ 1. _ 0.. 9` 267 ED45 SHEET TITLE:FLOOR PLAN 4 POST SCALE: 1/4" = 1 -0' UNFINISH f Ar lc SECOND 2,948 sf 2nd flr. FLOOR PLAN 2 � J o fS F SHEET NO: �5 +7 CONSTRUCTION DOCUMENTS r I r 1 I (2) EYELID WINDOW ORMER5 V'REVERSE CURVED I LEAD COATED COPPER LOW PITCHED I ROOF w/LEAD COA D COPPER ROOFING , ROOF OVER BAY WINDOW. FLASH INTO ORNAMENTAL ROOF RROFILE OVER ' I WOOD SHINGLE ROOFING FOR WATERTIGHT m SCREENED PORCH. SEE ELEVATIONS ! CONNECTION w BUILDING SECTION FOR DETAILS I I ry I ry OVERSIZE ALUMINUM OGEE GUTTERS (SHOWN Y HATCHED) w/LEADERS TO GRADE. REVIEW Z m I m LAYOUT OF LEADERS WARCHITEGT PRIOR TO W INSTALLATION I V RIES VARIES = 0 1 C 2 ,,. 'r �\ CR12LL O 10 : 12 I ' Y 1 1 10 : 12 10 : 12 I I CEDAR SHINGLES w/$ " EXPOSED TO HEATHER 'Z ON LATH SHEATHING ON ROOF RAFTERS. SEE Q 2x1O ®Ib" R.AFl =3 2x1O ®16" RAFTERS 2x1O 0I6" RAFTERS i i 511 PROVIDE ALTERNATE FOR ASPHALT O y SHINGLE ROOFING ON 3/4" PLYWD. DECKING Q ry 1 fC W2 1 \ 11 \\ 1 I 1 1 i i y ILI FRAMED I \ I ,/ CRICKET i i J w/LGG ROOF' ry W Lu m —LAI h' Q Lu '^ �I I - _ _ I I ry JI ry II I I i I REVIEW LAYOUT OF OVERLAY GABLED O SECTION WARCHITEGT PRIOR TO FRAMING 0 ml I I 1 7 I I IVN �\ ry ' + a 1 STONE FACED CHIMNEY w/LEAD THRU V o ry kl FLASHING ! COUNTERFLA51AIN6. PROVIDE W BLUESTONE TABLE ON STONE LE65 AT TOP C u Z - c+ =211-Y," LVL RIDGE _ I --_--- _ _ _ II _ L LRID6E - ---- — - a od I a FACED CHIMNEY w/LEAD THRU i - - .V I m - �^' ry U i d N6 ! GOUNTERFLASHING. PROVIDE - ONE TABLE ON STONE LEGS ATITOPI. .•:.:r PI I I - �I O \ p p a\I1 I "IIl2) to ', IN X I I r ad Z. Al I I Ilo : 12 II I IX i i Jiµ i:'' • , 6�!C co) Q• a 2x10 slb" RAFTERS 2x10 ®I6'' RAFTERS 2x10 ®16" RAFTERS 2x10 ®16" RAFTERS O�y�^ �D I I I PVP E-�,.;;. . �?Ji � h+ /o / J �• �n � _ W N /2Fjo /p r • x 1 'Y i ii 2 W• � tai ry h+ T U) V) s �y CR12 �h All I I N I r LEAD COATED COPPER LOW PITCHED ROOF OVER BAY WINDOW. FLASH INTO - I WOOD SIDING FOR WATERTIGHT CONNECTION DPROJECT NO: 1009 B C N RAWN BY: TCS + ATE: LEAD COATED COPPER CURVED ROOF G 6124111 OVER DORMER FLASH INTO WOOD 5111 FOR WATERTIGHT CONNECTION /o X 1/4" = 1. - 0" ROOF PLAN SHEET TITLE: ry 0" o ROOF REVIEW LOCATION OF ROOF VENTS ! ALL PENETRATIONS N+ PLAN w/ARCHITECT PRIOR TO INSTALLATION /O F SHEET NO: X 6 CONSTRUCTION DOCUMENTS �I z W o = o H = LL o B B B O o X X X Z � DOUBLE-CURVE EYE-LID WINDOW O N w/5PECIAL FRAMING, LEAD ` Z COATED COPPER ROOFING 1� v 1 5FRUN6 GROWN w/GAP 4 N STONE FADED CHI w/ BLUESTONE I FLASHING, THIS WINDOW �/ TABLE ABOVE. IDE ALL REQUIRED ii PROVIDE METAL STRAPS AT ALL W I— ~ FLASHING AND TER FLASHING. (TYPJ IZZL RAFTER TO RIDGE CONNECTIONS J co _ Z Ift O 0 I 0 o PROVIDE 5/4" WINDOWIAND LL! DOOR CASING w/ DRIFbAP ® I- WHERE REQUIRED. Z LLI1L 0 - ------ - -- ------- ---------- --------- ------ ------- ------ 3c w ® ® ® ❑ ® ❑ zoal w7ealo+ zoal ® ® zm41 171 w36am+ wzmal7 zma 2041 1W2 410 2041 I ssssnd_fleor i i - r----- ------� -r ad Z. LX ® ® x8 ( 12 ® ®1W 46 7Wz43fi TNztUVL _j 2105 1W2ID56+ TW7fi56+ 1W21056+ 2105 ❑ _- _ W -u• C 7 W• ID first floor-----_____ -- ❑❑❑❑❑ ❑_❑❑IC � ❑❑❑❑ ® W• u Q F-• uB VJ f/1 ❑❑❑❑ ❑❑ _'I -�❑❑� - ❑❑❑❑ - ❑❑� ❑-_ ❑❑❑�-_ FLARE 5HITLES STONE OR CULTURED STONE I PRE-FAB. SYNTHETIC RAILI ❑❑❑❑� ❑��� - --IF __ pF NEW p CLADDING ON SHELF POURED INTO PILASTERS w/GA ITALS b CORNICE I qPs G Sq �¢ wAtIxIO w/GROWN GAP, SURROUND STAIRw/RAILIN& BOTH SIDES OF FOUNDATION. SEE SPECS. A FRONT DOOR STAIRS TO GRADE. SEE 5 G5. C I I I CEDAR SHIN&LE5 ON I5# BLDG. s°a. RISERS TREADS w/STON RISERS ON GONG. FOUNDATI DN PAPER PLYWOODV OVERHEAD GARAGE DOORS IN SHEATHING ON ON 2x6 WOOD FRAME .� ARCHED OPENINGS. SEE SPECS. I I w/ R-19 BATTING. (TYPJ basement EREO PR ST _________________ ________________ I --________ ____----___________--________-_ ________________________________ _________________________ ________ ______________________ -----------------i- -------i - NOTE: WINDOW NUMBERS ARE SHOWN ONLY ONCE, ON ELEVATION PROJECT NO: FACING STRAIGHT FORWARD. SEE NORTH 4 WEST 1009 N O RTH HEST ELEVATIONELEVATIONS FOR THESE WINDOWS q1DRAWN BY: I TCS SCALE: 114" = V -0" ; CHECKED BY: I 6@4111 114" = 1' - 0" SHEET TITLE: EXTERIOR ELEVATIONS SHEET NO: 7 CONSTRUCTION DOCUMENTS } Z W o 2 0 H = U. o B B B B O c X X X X Z m CEDAR SHINGLES w/%" EXPOSED TO WEATHER O v) ON LATH SHEATHING ON ROOF RAFTERS. SEE 5PEG5. PROVIDE ALTERNATE FOR ASPHALT Q I SHINGLEWD ROOFING ON 5/4" PLY . DECKING I 1 I -_ _ _ __ _— -—_ _ _ —_ _ _ _) HEIGHT OF CHIMNEY TABLES,_EOUAL BOTH SIDES I I N I 1 � PROVIDE ALUMINUM GUTTERS AS PER STONE FACED CHIMNEY w/ BLUESTONE LEAD COATED COPPER CRICKET. _ I DOUBLE-CURVE EYE-LID WINDOW I I W TABLE ABOVE, PROVIDE ALL REQUIRED SEE ROOF PLANS A, w/5FECIAL FRAMIN6, LEAD SPECS. ON FASCIA. SEE ROOF PLAN FLASHING AND COUNTER FLA5HIN6. rr(P) :} I COATED COPPER ROOFING FOR GUTTER LOCATIONS. I I I W 1x8 FASCIA BOARD w/GUTTER, WHERE PROFILE ROOF OVER SCREEN PORCH. NO SUTTER, PROVIDE 1x4 FASCIA ON TOP OF SUB-FASCIA SEE BUILDING SECTION I O I � L PROVIDE METAL STRAPS AT ALL VINY� SHUTTERS. SEE 5PEG5. Lu RAFTER TO RIDGE CONNECTIONS PVC FRIEZE BOARD, FLASHED Z ' W a x - --------------- --------------- I = _W N r � 2041 iW38410" 2041 1052 7W21052' DHP�252 7W21052' 2105 2041 TW3 410' 2041 I ---------- ad Z- ® ® 2 i6 - I fii F -6 16 © © ® 91 1 91 2 1 ® , / W Q• e 5 illiftEf, ON 1500 91I ' ` 2041 1W210410 2041 ' ` _ \� 205 1W21056" 205 / `� - 1W21056' )HP4,tiD56 TW21056" 0 11 W J• F �a x I _ x )HP5656 DHP5656 0 0 0 y I 2 9 Xo ' W298 80 6 `� i W• " = aF. ® i . i - -- --------------I ------ ------- W N• SHINGLESFLARE i ' MAHOGANY FRAMES w/REMOVABLE SCREEN PANELS pF NEW y i PROVIDE 5/4" WINDOW AND I LOAD BEARIN FIBERGLASS COLUMN, I 4E pR MOT SHOW. EE SOUTH-WE5T ELEVATION I c'r C Sq,yG�} DOOR CASING w/ DRIPGAP I TIED DOWN TP 4 BOTTOM. SEE 5PEG5. CUSTOM STRUG COLUMNS, CASED w/PVG. WHERE REQUIRED. II I PROVIDE CAPITALS TO MATCH COLUMNS I 3x8 ®24" SOLID TIMBER TRF-LLI5 WORNAMENT L END GUT, SEE DETAIL NOTE: PRE-FAB. 5YNT4FTIC, RAILING, OUTSIDE I 4 SPECS. OF SCREEN PANELS. SEE 5PEG5. , WINDOW NUMBERS ARE SHOWN ONLY ONCE, ON ELEVATION I I 1 9 / 01 S�REDPRpa\� FACING STRAIGHT FORWARD. SEE SOUTH ELEVATION FOR THESE WINDOWS PROJECT NO: 1009 SOUTH -EAST ELEVATION I I I I TCS SCALE: 1/4" V -0" BY: 6/24111 SHEET TITLE: EXTERIOR ELEVATIONS SHEET NO: ' 8 CONSTRUCTION DOCUMENTS z W o 2 0 H = LL 0 BB O y 0 X X Zz O ° U) I PROVIDE METAL STRAPS AT ALL 1 / � z RAFTER TO RIDGE CONNECTIONS I V J y STONE FADED CHIMNEY w/ BLUESTONE TABLE ABOVE. PROVIDE ALL REQUIRED y I FLASHING AND COUNTER FLASHING. (TYP) I J Z 06 O clo— `6 0 HIN Lu/ I.L z O - - - - -- - W a -- 2 W 4� C3 1JIF-1,P] FLARE SHINGLES W5 FASCIA BOARD w/GUTTER r� Ixl2 FRIEZE BOARD, LEVEL AROUND y Z RESIDENCE �_--- _ F� �I C J F+216 2 i 2 16 2 6 2 16 2 16 JL• o � 5 EAT!ldNS ON 2x6 P43619 < LOAD BEARING FIBERSLA55 COLUMN, c c 1 - TIED DOWN TOP < BOTTOM. SEE SPECS. x>! z f` ` ; PROVIDE : x 5/4" WINDOW AND DOOR iW2105& TW2105 TW2105fi" TW21056" TW21056" TW21056" X,£`%<>s' i .of;:. • : . ' 't: W• � +� CA51NS w/ DRIPGAP WHERE REQUIRED. �..:�> � "�' W. " z - - � j >:.. F 5 a a FLARE SHINGLES Y I f FLARE SHINGLES STAIRS TO —15. SEE I I STONE OR CULTURED STONE STONE OR CULTURED 57ONE CLADDING ON SHELF POURED INTO CLAVOINS FOUNDATION. SEE 5PEC5. I FOUNDATION.N SHELF POURED INTO o? NEW NEW y SgMLR'F I WIFD9070i 0 6� MAHOGANY FRAMES N EMOVABLE SG EN PANELS (NOT SHOW. SEE DETAILS 079350'1 �� r ___________________I ------------------------------------------------------ G�STR P�C1� _________________________f __________________________________________ _________________________________________________ ________ _ _______ ---------------______ ------------------------------ PROJECT NO: NORTH -EAST ELEVATION! SOUTH -WEST ELEVATION RAWNBY: 1009 SCALE: 1/4" = 1' -0" i TCS HECKED BY: SCALE: 114" = 1' -0" ! ATE: 6/24/11 I 1/4" = 1' - 0" SHEET TITLE: EXTERIOR ELEVATIONS SHEET NO: 9 CONSTRUCTION DOCUMENTS g g X X PROVIDE METAL STRAPS AT ALL RAFTER TO RIDGE CONNECTIONS I MO6X } VINYL SHUTTERS. SEE SZlow _j PECS. Q I UJ 2 0 I— ® ® ® ® O z y 7W21p410 --- IW30410' 7W30410' 7W30410• TN30410• 2_e O LJLz ----------------- nd FLR_ ___________ I 2nd FLR. 1WI— Q ____________ -------- _-------------------- 21056' TW21056' J Ids Lu L{1 I— ~ [' I L,I PROVIDE 5/4" WINDOW AND LLI _ DOOR CASING w/ DRIPGAP I 1W2{310 WHERE REQUIRED. 1W26310 1W2 010Z N 1W26310 O ca 0 Q FLARE SHINGLES FH 11 W - - - Z = n STONE OR CULTURED STONECLADDING I— I --_ I N SEE SPECLF S. INTO ___________________________ ____________ _ _ FOUNDATION, ----------------------------- ----------- ----------------------------' I a --------------- - - ------------------------------------------------------------------- WEST ELEVATIbN SCALE: 1/4" = V -0.. g SOUTH ELEVATION SCALE: 1/4" V ,0" I X 1 I I 06 Z. U) 4. J M. WJ• Ez 3 W. rc 3 Z W CEDAR SHINGLES wF�" EXPOSED TO WEATHER ^ ON LATH SHEATHING ON ROOF RAFTERS. SEE Q F• ,`� SPECS. PROVIDE ALTERNATE FOR ASPHALT SHINGLE ROOFING ON 3/4' PLYWD. DECKING W rye. PROVIDE SOLID SHEATHING FROM EDGE OF PRI34AIDE L.G.G. i AT SAVE TO A POINT 24" BEYOND BEARING POINT. ® ® EDF NEW VO �P� g c. sqM R�r 0 O G�f N PROVIDE ALUMINUM GUTTERS AS PER — SPECS. ON FASCIA. SEE ROOF PLAN 0183`.x'1 FOR GUTTER LOCATIONS. 11 f I l D C_J ❑❑ ❑❑ '❑ _._� —I� _ _ L. _ __ L❑ ❑❑ CEDAR SHINGLES ON I5* BLDG.EEJ PROJECT NO: _ PAPER ON 5/8" PLYWOOD 1009 riEi ❑m � HE]+ + ❑❑ HH +HH HH HH + SHEATHING TI 2. ( WOOD FRAME AWN BY TCS n� I��-1I ❑❑ ❑❑ �n Ian nn1 nn w/ R-Iq BATTING. (TYP.) Isb PLP. IL -11- _� L L�_❑❑❑ ❑ A ❑L� --_-� L-L �❑ ❑ ❑ HECKED BY: ❑❑ ❑ ❑ CLC ❑ LLQ L❑ ❑❑ ❑ _ _. .. _. ._ _ FLARE SHINGLES 6124111 _ 1 II IL ❑ ❑ _ _ _ ❑ 1 1/4.. = 1. _ 0.1 SHEET TITLE: I OVERHEAD GARAGE DOORS IN ARCHED OPENINGS. SEE SPECS. j EXTERIOR r ELEVATIONS I NORTH ELEVATION I SHEET NO: SCALE: 1/4" = 1' -0" I 10 CONSTRUCTION DOCUMENTS z W o 2 0 LL o O O Z m PROVIDE HURRICANE CLIPS AND O N ALL REQUIRED 5TRAPPING AS PER r QZ CODE. PROVIDE CONTINUOUS ..I VENTING AT RIDGE N A/ CEDAR ROOFING SHINGLES ON IX1J� W SPACED 5HEATHING ON L• 2x10 R.R. 6 16" J Lu 12 - ON LOW PITCHED ROOFS PROVIDE 24" NO. 2 OR BETTER CEDAR ROOFING SHINGLES TO ACHIEVE SV2" 10 � ' CCCfff'i EXPOSURE TO THE WEATHER. PROVIDE SOLID �L,` O � SHEATHING FROM EDGE OF EAVES TO A POINT NOT LE55 THAN 24" BEYOND BEARING POINT OF ROOF W RAFTERS w/ ICE SHIELD ABOVE. (TYP) z SEE INTERIOR ELEVATIC N O 12 FOR FINISHESW IL PROVIDE 2x4616" 5U15-FRAMING FOR TOP OF PLATE 8 �% / ��i SOFFIT X U) TOP OF FASCIA (TYPICAL) i r \ BOTTOM OF FIN15HED FRIEZE (TYPIGALJ _ — – STUIIY CV7 Ix6 -KSROOVE T4 GEILINb Ix4 V-bROOVE 5OFFIT BOARD w/ A/4OVE MOULDINS. 2'-D' CONTINUOUS LINEAR VENT. PROVIDE INSECT SCREENING. (TYP) � O 'r BLUESTONE PAVERS ON MUD SET ON 4" CEDAR SHINGLE SIDIN6 ON ISK BLDb. THICK CONCRETE SLAB REINFORCED w/ PAPER ON %" PLYWD. ON 2x6616" bxb, 10/10 W.W.M. ON COMPACTED FILL TO WALL FRAMING WINSULATION PER Ga Z. A DENSITY OF 95% SPECS. VJ Q• s � J 2• 4 TOP OF SUBFLOOR 6 MASTER BEDROOM L & °> ' — - 77 VI `,; ;r7:° ', - `1V`vk _ r __ FLARE CEDAR NG OVER STONE UJ J• +10,-6„ Y {#.;: . :. ..,.. '::. .. -• �: ...r,;. . _ _____ _ _ -`_______- �___ _ GLADDING. (TYP.) W• m ' S fix: x " �� 4 _ � I TOP OF FOUNDATION � � :'. ' - - ' PROVIDE STONE FAGIN& ON LLl• " g z �. . �:�t;Y•. �. EXPOSED PORTIONS OF FOUNDATION Q F u ' - "1< GONG Hi4WNGH FORS', �•� •' . . x: SUPPORT OF SLAG-AbdVE' .e / M' r 0 BASEMENT -y IO" THICK GONG. WALL w/4" LEDGE TOo REINFORCED CARRY ATNE TOPOFIWALLRWADE ^ �`N 4" ICK CONCRETE SLAB REINF RGED "• w/ i x6, 10/10 W.W.M.. PROVIDE 5A li GUT ''%'` BEAR ON 12" x 24" GONG FOOTING. .? GO 7ROL JOINTS AT 20' INTERN 5. PROVIDE DAMP PROOFING ON _ (TY ) EXT'ERJOR OF CONCRETE PER SPECScis C .Tv, R 0183`.1' PROJECT"1 009 TOP OF FOOTING (TYPICAL) ;r•' w ' '° DRAWN BY: TCS CHECKED BY: DATE: 6/24/77 SCALE: SHEET TITLE: A BUILDING SECTION BUILDING SCALE: 8 " SECTION SHEET NO: 11 CONSTRUCTION DOCUMENTS E X CEDAR ROOFING SHINGLES ON PROVIDE HURRICANE CLIPS AND I'-0• SPACED SHEATHING ON ALL REQUIRED STRAPPING AS PER I'-0• 2x10 R.R. ® 1611. PROVIDE CODE. CONTINUOUS VENTING AT RIDGE Z 1 i W o I U. o PROVIDE METAL FLASHING AT ALL G III ROOF/ WALL CONNECTIONS. Zz O C+ rA D M r A Z 9`� �Y 4." _�(�_r ^✓�/" x`+" _ J•/� TOP OF 2nd FLR. PLATE FROVIDE 'TRAY' CEILING w/SLOPED w ALL SIDES. PROVIDE BLOCKING W l z `� AS TBFQ'D FOR SYMMETRICAL CEILING W PROVIDE METAL FLASHING AT ALL r z Ix4 V-GROOVE SOFFIT BOARD w/ x �� I Ica ROOF/ WALL CONNECTIONS. � I �� . �` CONTINUOUS LINEAR VENT. PROVIDE ad INSECT SGREENIN6. (TYP) O Q ON LOW PITCHED ROOFS PROVIDE 24" NO. 2 VE FAMILY GUEST 5 FAM P�,'l Q BETTER CEDAR ROOFING SHINGLES TO ACHIEVE S 1 EXPOSURE TO THE WEATHER. PROVIDE SOLID BEDROOM #1 r 8 ��TH # BEDROONI�`#Z SHEATHING FROM EDGE OF EAVES TO A POINT NOT LESS THAN 24" BEYOND BEARING POINT OF ROOF I Lu L Z RAFTERS w/ ICE SHIELD ABOVE. (TYP) O E' 12 I BOARD ON 5/4' GOINTINUOUSE W W IL B �� �� T TOP of 2nd FLR. SUBFLOOR I �` BLOCKING i Q US �;;� _ >`^,� ,� v. t,5"i^ ')'r - -� �` =`1>ylrr✓V, �rx�`7,' �.�,y�+ S'_��,1 � ,'�� -_ I .- ` i��,��� - - - � _ V�, '�J'"Y� �� , +20-- TOP OF FASCIA (TYPICAL) - _ _ IL +Ib'-IIVz' BOTTOM OF FINI5HED FRIEZE TYPICAL Ixb V-GROOVE T46 GEILI w/ COVE MOULDING. ZISYF. -7 BD. I$ -- FINISH BLUESTONE PAVERS ON MUD SET ON 4" III THICK CONCRETE SLAB REINFORCED w/ MASTER 6x6, 10/10 W.W.M. ON COMPACTED FILL TO A DENSITY OF 95% o BEDROOM F /W Km N aMASTER r' WOOD FLOORING ON 5011 BLD6. PAPER ON (2) GL I%$ GL JET ATH LAYERS OF 5/4" PLYWOOD DECKING GLUED AND NAILED TO IIYd" TJI FLOOR JOISTS AT 16" O/C. w/ 1� Z• I a R-19 BATTING. 06 yQ•� t- 44 IIl;II � �• Sia TOP OF 5U0FLOOR ® MA5TER BED OM_ x .r�.�T - -, - -,1 - .K r, ___ ._ --qv-r _ _ . Fr ) `�_ -. _-___ _- - - __ - __ _ C X • WJ• Luz ,`,'!I. �.._�,.;. s',`.�'• �r�.�x_. i, _r1�C.,_%:!,'j'..r_rv_,}_ _ _x��x ,^.��L_` �-:_,',_ '-'r`i��'':�`4\1�v,Y�/�'x,'•/'%`�l�'_`�'+_" ,Y�_k�-_�_,,Y_' n _ r =�t`� �,"�•', `t,X.,r � � +10'-6" t %�'"'r •~• • •t '•�:. 'I FLARE CEDAR SIDING OVER STONE Lu. ` g TOP OF FOUNDATION r:' ,• -- - - CLADDING. CrYPJ PROVIDE STONE FAGIN6 ON EXPOSED PORTIONS OF FOUNDATION y f, .�Vt ' Hsi I •:� ' • l_ 1 .ia' Op NEW Yo p BASEMENT iny, 1P�� so s 4L F 4" THICK CONCRETE SLAB REINFORCED w/ r,._ . 10" THICK GONG. WALL w/4" LEDGE TO S k bxb, 10/10 A.W.M.. PROVIDE 5AW GUT NS? CARRY STONE FACING. PROVIDE CONTROL JOINTS AT 20' INTERVALS. (TYP) .':+.'% REBAR. AT TOP OF AALL. WALL TO BEAR ON 12" x 24" GONG. FOOTING. PROVIDE DAMP PROOFING ON 018350' •� 3j •'y�� I s EXTERIOR OF CONCRETE PER SPECS rS1ERED PR ;•� j: err PROJECT N0.:7009 G: .. ,... :-..1 . . . O-0TOP OF FOOTING (TYPICAL) :: E X PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING AS PER CODE. CEDAR ROOFING SHINGLES ON Z SPACED SHEATHING ON ui 2x10 R.R. ® Ib" T O LEAD COATED COPPER LOW PITCHED 5-1/4 12 /'/ \ 12O ROOF OVER BAY WINDOW. FLASH INTO WOOD SHINGLE ROOFING FOR WATERTIGHIrl/4 LL T CONNECTION I ` \\ CEDAR ROOFING SHINOLE5 ON O " /„ I SPACED 5HEATHING ON D 2x10 R.R. ® 16" Z ATIC, TOP OF 2nd FLR. PLATE rv� X(r \X 1 x :r/��,�fr X rr+yJl_K_Y��' ��`/ k1, =r kir/•��V �n:�_{} v 1 - r r �r, xi�.,- �q�� cg,, �n,�y (n — L J '_.,l k - - -- J__' - INIM , - 7�x.XXXYK,r.� --- TOP OF PLATE ® BAY BUILT-UP CORNICE OVER BAY WINDOW Q F w/Ix FRIEZE w/GROWN MOULDING co _ Z rn 5x6 624" SOLID CEDAR TRELLIS MEMBERS WORNAMENTAL END OUT. PROVIDE Q MORTISE ! TENON CONNECTION TO � 1` S 1 TT I NG OPEN TO HALL O LEDGER. REVIEW DETAIL w/ARCHITECT ROOMZ V I YiOODRAILIN(9AI POST. SEE W ' 5PEG'S FOR DET 15 FI INY BD. O F — Z e' i I 5 I W a I 1 , Lu +21-10, TOP OF 2nd FLR. SUBFLDOR 9 12 i� I H' N , ' 1r � ` " �ri{1 I�- -1/2 -0- IV rr 2AHALL - +20'-44TOP OF FASCIA � D A�1A rzmGAU CL ----- TOP OF 5U5FLOOR ® LANDING BOTTOM OF FINISHED FRIEZE PIG �'�1 STRUCTURAL HEADER SEE PLANS L -- - FDR DETAILS. _______ PROVIDE METAL FLASHING UNDER DOOR THRESHOLD I _ ------- - - _ t s- BUILT-UP WOOD GIRDER CASED w1PVG BLUESTONE PAVERS ON MUD SET ON 4" LIVING I OPEN TO OPEN O_� J THICK CONCRETE SLAB REINFORCED w/ ROOMKITCHEN t�I�IIuR�aM STRUCTURAL BEARING FIBERGLASS bx6, 10/10 INA.M. ON COMPACTED FILL TO 'r '_'J COLUMNS PER SPECS., ANCHORED TOP A DENSITY OF 9S% = I s c 4 BOTTOM U T ad Z 1- y- WOOD FLOORING ON 30# BLDG. PAPER ON (2) LAYERS OF 3/4" PLYWOOD BLUESTONE PAVERS ON MUD SET ON 4" DECKIN6 GLUED AND I THICK CONCRETE SLAB REINFORCED i NAILED TO 117$" TJI FLOOR JOISTS AT 16" O/C. w/ s-- R-19 BATTING. I J bx6, 10/10 INA.M. ON COMPACTED FILL TO J 2- BLUESTONE PAVERS w/5TONE RISERS - s A DENSITY OF 95% I o 'g ON GONG. SUBSTRUCTURE _i W J• z I _ ___________ _i W, z " 0'-T" _ Lu. x _ TOP OF 5UBFLOOR ® ENTRY Z tt � - _ _ _- ___ _____ - - - - ?.:ry". y. ••^'-�--^', ',<...L`.- •.:..r .�5•'^Ti'33f +9_g14„ H ry u "J TOP OF SUBFLOOR ® LIVING ROOM _ _ _ __- - _ - - - +A . 70P OF FOUNDATION N y. Y' +b'_O,i _ y+:i�-� ==1,T.C '.'F�4Tf'.�T`'�y`'It Ys_ w ,e , J'. i ` .✓, ,`r 1`�, � V;` ` t. , _{S_ �1I,V�1� � I_f✓ i r ' 5T BEAM .�, �] r Vr�'• x��' r�` v '� � r YJ.r r L. FLUSH W/LOWER PJ'e BM. POCKET TOP OF FOUNDATION ii.. *"�•iPROVIDE SOLID BLOCKING I ''.° ' G1 •\..qtr. I aSAT ALL BEARING POINTS `7 i3 thi Y •• I OF TJI F.J. (TYP) ,.'L •.•1}i ' ��t . .CS OF NEW y-o 5ASEMENT' ti 54;i h � � {I �P g G.SAM�,c1` 4" THICK GONGRE SLAB REINFORCED w/ bx6, 10/10 W.W,M.. OVIDE SAW GUT 0 CONTROL JOINTS 20' INTERVAL5. (TYP) t• '� C'PS0783`�'1G � S *F; :;.r. I •. '., ^H PROJECTN0.:1008 O,_O �. K. - - - - s. . ,..... �' ''- DRAWN BY: TOP OF FOOTING (TYPICAL) ...{ s� • ,.:.. .:...••,.-. : ..=� ��:' .✓ .l' .b '�: a ra,^.� : !cy � AL _ .... - - a OP F F TCS -----` i \ . ' 4 CHECKED BY: DATE: 6/24111 SCALE: 3/8" = V-0„ SHEET TITLE: I BUILDING SECTION 6 BUILDING C SCALE: 3/811 = V SECTION SHEET NO: 13 CONSTRUCTION DOCUMENTS k �o, E G 1/2"xb" EPDXY - X V BOLTS , A 5"x5"xI/4" STEEL COLUMN i } I I Z �a W SOLDERED LEAD COATED COPPER I/2"xT' STEEL PLATE. GAP AT OGTA60NAL POINT O I �' I REVIEW LAYOUT 6 PLACEMENT OF UPPER _ 7" LEVEL LAY-OVER &ABLE WARGHITEGT I I PRIOR TO FRAMING PLATE / COLUMN Ir IL o BCNLE:1-1Y1-�1'd 12 If O ,^ CONTINUE STRU MASON RIDGE INTO SCREEN 10 Q vI \ I Z PORCH t THRU MASONRY CHIMNEY O O _ N x CEDAR ROOFING 5HINOLE5 ON 12 (IYYV' �>! N k 'r,� _ r e + ` ,) V'y'd� '�1/�r)� V r /� I /v' . � Jv -_ SPACED SHEATHING ON Q cx 8 �� 2x10 R.R. ® Ib" Lu t� ✓�' I '��_; c Z Z N CEDAR SHINGLE ROOFINb ON LATH DECKING O GUT 2x10 BLOGKING (TO FORM "BELL SH BOTTOM OF GL6. JOISTS I I I Q SHAPE'? ON 2x10 ®Ib" ROOF RAFTERS 12 -- - � - 12 , ` � 12 � ME ' O wxb V MOULDIE Ttb CEILING w/ - Fj Z COVE MOULDING. - - B?�G a 12 "--------------- --- .. I F ST 4L111��� LAUND ROOM -+ = N ----- ---- - I TOP OF KNEE 1.1AL1_ PLATE e I G +20'-ql'2" TOP OF FASCIA (TYPICAL) FOR FINISHES �� STRUCTURAL HE ER SEE PLANS FOR DETAILS. BOTTOM OF FINISHED FRIEZE -- I -.I 12d v N SOFFIT SARD mlII ISI 1I•-��,{ l - __ TOP OF PLATE ® PANTRY INSECT NTINUOUSOL N1EAR ANT PROVIDE ❑ ❑ ❑ -. II � ..r.-_I�kJ ILL/-I') -; _ __ --_- _ _ TOP OF PLATEVBFLOR s LAUNOR' I"l,.gV3 L_ � -� l- - BUILT-UP STRUCTURAL POST CASED IN > t - WOOD AND PAINTED AS PER SPECS. ��� - j- POST TO BE STRAPPED AT TOP AND e - - T c BOTTOM A5 PER CODE. - - _ - I/3E E 19 i A'NELg IN$ a OD -DF 5/4" FL M BLDG PA N I �.� i Ir — ! Z. 1� OF S/4" -JI D DECKING ND _ y Q• e 7JI R .101575 BWESTONE PAVERS ON MUD SET ON 4" THICK CONCRETE SLAB REINFORCED w/ Lj- _ _ - bxb, 10/10 N.A.M. ON COMPACTED FILL TO ,, ,, _ f A DENSITY OF 95A5 °;{:;:,:2 INN - J _____ -- !�, mW �•FLARE GED�R 5DINS O R STONE mW• a- _. --_ -- W. TOP OF SUBFLOOR m FAMILY ROOM I i � E Q F v `o , .�; :[.::. , , .. . .. Y a.o-'.: ,:. �:.. Y• -:x'.. LV'L, ___ �:�, /. 7Y�"k v� - ___ -_ - - - ___ __--_ - _ _ ___ _ _— LODR9 P�NTRY ,..-cxr- � __________ __ ___ � TOP OF SURF _ +b = '.�t," ,�' 'Y_ , ,�' _ 0) f/1 _ TOP OF FOUNDATION - - �. �, "�, / � � ,��, � /� v , b � _ _ PROVIDE STONE PAGING ON TOP OF FOUNDATION EXPOSED PORTIONS OF FOUNDATION 'i SSM " ':til I 5EDASEMENT PCAML PC :i 4a THICK CONCRETE SLAB REINFORCED w/ ::t b, 10/10 AA.M.. PROVIDE SAW GUT .�} ••.. � I P'� � t C NTROL JOINTS AT 20' INTERVALS. (TYP) ¢ O O-0 TOP OF FOOTING (TYPICAL) cjt � ':= -- -- - - - - •`.•1' '+;;� PR 1009 .V1�p '.a' -Y•.Ye � ( ..\ ' .1 w '.).i �:ti. "•�f ; ;-7rt• :.c:4 ..� ..l _4s-.:' - - dL.... . ^' .�i:�' OF FDOr GA Ob DRAWN BY: 4 -�j' .ori •kj+f:(:i .-.:;. :i'rs`. 1� I .'::,.+; �:%�:;x-:; n'.. I - c'ara..+t`y>•- TCS �^ ' CHECKED BY: I t DATE: 6/24/11 SCALE: 318"= V-0'• I I SHEET TITLE: BUILDING SECTION D SCALE: 3/8" = V -0-- BUILDING SECTION SHEET NO: 14 CONSTRUCTION DOCUMENTS J D C yB X PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING AS PER CEDAR ROOFING SHINGLES ON CODE. SPACED 5HEATHIN& ON 2x10 R.R. 0 16" } I _ - - �1 -- _ 1 PROVIDE METAL FLASHING AT ALL ROOF/ WALL CONNECTIONS. &11 -UP f -YWOI HEAr ER. (SIE - - -FLQ0RPL� NSF DETAILS.) ;I I - N LL FE11-1 Ili j � �. I tl r . —i l A TICS Z Z . � hG ,, .. _ o I r ' I - _ -- I _ -- -__- �� - - "'v r.q?"',Y,_�y✓i'"�'��k_t\!_r^a✓y\,�, �r\y;1 �" i,"r��,,r%X". �✓",1(��xx,�i y"/C rw�w'`\[rr • r rv • „��yt :. ✓ ✓,,• ,..:-r`;-''y-f l/_�1-.(>��"v�xy,�y„ ��Yxx Y����� Y`'(r-xy,” w l r(w-` '���,k/�.- ,•-r_ - • r -.- I 2aoTOP SECOND FLOOR PLATE v • - -.--. .---.- -. �I -, -•^t��[1�il w� ✓ -r- _�_ '-re!S l� + 2gr_1Orr J -- _ -- _ _ _ r r r •` r I.f. D: W 12 - - STRUCTURAL HEAD�.R 9S€E PLA � CEDAR SHINGLE ROOFING ON LATH DECKING 6� I - _ ti r FOR DETAIL I ON CUT 2x10 BLOCKING (TO FORM "BELL SHAPE") ON 2x10 9I6" ROOF RAFTERS Y' � ✓ S I BD. Z rn - r _FINIH q OGUEST HALL HALL G EST V o- - � BATH #2 ® # pc� W Q WO ILI A 7. SEE BUILT-UP FASCIA AND FRIEZE Z_ 12 =- - ' s- RNAMENTAL TIMBER -r^ ill J 1 1 i -r„ - SPE FOR ETAI `r RAMES OVER T<6 GEILI BLOCKING 0 BOARD ON 5/4" CONTINUOUS 12 �"� I _ co _ _ __ -- I _- _ — W d SURFER. +21'-10" it ,.-r dxr �^ry v-• -y, r K -wX r x : "t � - • r' r , • vY +20-q6� f`'; � • ��. • ", w �'✓1G<" +,w'MNW>X Y;��Iv ?'�'� ,mak i_ ' _ - . .�+1' ✓v,w"�J7`h' X6�N STAN, HAL ,, '�;, • „ rr. . _______ ___ _ I - - --- _ ~ I' TOP FASCIA 2pr_ Q -� SEE IN FOR ELEVATION d — FOR f ELES w +16r_Brr TOP R B LAU I I ± BOTTOM FRIEZE +I6r_I " 1 KITCHEN _ I HA ! WALKK - IN I WOOD FLOORING ON 30# BLDG. PAPER ON (2) I I r.LO✓ T <jI ad Z. LAYERS OF 5/4" PLYWOOD DECKING GLUED AND = gg NAILED TO IIYe" TJI FLOOR JOISTS AT Ib" O/G. w/ 1 Q y R 19 BATTING. a I r O +II' _ __ - - __—�_ I -0� 411-I W J• I � .k-`", ,,.� :,'. .,,• � <,� l" "r , . Y ,✓'}vw�,'��'�Xr": ', < 4 ', .a,./�,•✓ V�v +Y�r � 1 �« +9�4YJi = 1 Q N ryo "�J r- - - -- '- - -- PROVIDE SOLID BLOCKING STEEL BEAM SEE FLOOR PLANS FOR DETAILS POINTS I I - - - AT ALL BEARING P —_ — OF TJI F.J. (TYP) r.: STEEL GIRDER t POST iy BASEMENT r ' ' NEW YO BASE ENT n I 5AIEMENT o GF C. sqM R� 6x6, 10%OCW.W.M PRONrPzTr VIDE REINFORCED w/ I G '+ I 10" THICK GANG. WALL w/4" LEVO TO xN : CONTROL JOINTS AT 20' INTERVALS. (TYP.) �J ¢S:: :x I CARRY 5T NE PAGING. PROVIDE REBAR. AT,,I'TOP OF WALL. WALL O ?i =+ I I BEAR ON Iq" x 24" CONG. FOO . ''x:• r' A PROVIDE DAMP PROOFING ON .+•! s. ,b'_qEXTERIOR OF CONCRETE PER SPECS ?C. y�= PROJECT NO.: �= 1009 1 1 I 1'' .. x r • . . �. .v ... 's. -. :...� .:a . . s.._ .,.w:-. ':v ? ;rn..r. r: ,..' [ q . .cyi Or_p•r DRAWN BY: . . .-.- . .. ..-..i t . . .,,.. . . . . ,, ... rc --.. •�-l:.. . n � . . :.� . .�,,,. ::.� _- •[ � .r.:�.., : - -;.....,a=.: u. qX. r'. « :-m•::'G :.V•y.:{ .i .y.:4.� :a=. .:p ."�3r• rIN TCS J L - - J 1 ' L - - J CHECKED BY: X. I. ..�'� .. DATE: 6/24/11 TOP FOOTING ® AREAWAY r e.sH;rs_ I I I SCALE: SHEET TITLE: I I I BUILDING SECTION ■J BUILDING E SCALE: 3/8" = 1' -0" SECTION SHEET NO: 15 CONSTRUCTION DOCUMENTS G X I z W I i 2 0 H = LL o' PROVIDE HURRICANE GLIP5 AND O co) I ALL REQUIRED STRAPPING AS PER G CODE. O ° N I CEDAR ROOFING SHINGLES ON I— Z 12 12 SPACED SHEATHING ON I 1 J 10 , �10 2x10 R.R. A 16" N i ui 12 � � x " X�Y ���d Q +24'-EhTOP OF PLATE ® BEDROOM . r/ L ti o L1J w TOP OF PLATE <' h I FAMI �� ' AL L� HALL I �a 20'-4Y," TOP OF FASCIA (TYPICAL) ;� m B�1J O HALL LDA` L1"`#5 a :I 5 LJ 1-i fn v 'r TOP OF PLATE +164Y TOP OF SUBFLOOR • BEDROOM +16'-5" TOP OF FASCIA (T1 PIGAL) +14'-IU5" _ TOP OF PLATE od Z. Ix4 V-GROOVE SOFFIT BOARD w/ N Q• ^q CONTINUOUS LINEAR VENT. PROVIDE d INSECT SCREENING. (TYP) J �. GYP. BD. p W J I\AOE FINISH W. $ - Lu i to y• i 4" THICK GONG SLAB REINFORCED w/ FLARE CEDAR SIDING OVER STONE 6x6, 10/10 W.W.M,. IDE SAW GUT CLADDING. (TYPJ CONTROL JOINTS A 20' INTERVALS. (TYPJ +6'-615 TOP OF FOUNDATION � I DF NE W VO PROVIDE 5TONE FACING ON _ -. •c :.: . Z:f: >. . .• �..r• . �•... ^ t Y. .•.,.; .�E R¢ EXP05ED PORTION5 OF FOUNDATION .!i % ' �- "�+-'6'+:^•'+::.'• - i �p 5G. 5q�yL�` s alAl PROJECT NO.: Ob" OL TOP OF FOOTING (TYPICAL,) i?w I . ' i'� DRAWN BY: 7008 f n; �cE,;:.•• TCS x y�C'.r.�,w ,• � �� '' "i CHECKED BY: DATE: 6124111 SCALE: 318"= V.01. SHEET TITLE: BUILDING SECTION BUILDING F SCALE: 3/8" = V -0" SECTION SHEET NO: 16 CONSTRUCTION DOCUMENTS F X I z z = o I � x LL 'o li cc O PROVIDE HURRICANE CLIPS AND I I ALL REQUIRED 5TRAPPIN6 A5 PER i Z CODE. O i O M I z Y Y W I I I I Z GYP. BD. FIN15H r�� PROVIDE 'TRAY' CEILING w/SLOPED Z 'y A5 REOb FOR SYMMETRICAL CEILING >v 0 LHA CK STA � �' - -- Lu a +21'-10" TOP OF SURFER MAIN Ind FLR. LL �= 11 � �- --- -, = IL IM! L I ��� I � � ~ � �- v +20'-42" FASCIA (TYP) Q I �� O'•—M X61 a I I TI-11 WOO O " /4 • BLDG. PAPER ON 2 LA S/4" PLY OD OD DECKING BLUED AND AND sem- g01zPA AL - STS7CT_1V' O/G. w/ +16-4," ® TOP OF SUBFLR. ® BEDRM OVER GARAGE WOOD STAIRS BETWEEN ALL i ,K- 'x� I . ,"�` �I�,I�: '�J`�rS /IY x �?��/ 'Vk ���': Y� Y Y Y / �/ "'� I �� 1� II` 7� i LEVELS W/EOUAL RISERS ASIF j REOb. - - - j etl Z. PANTRY �J i 4 ra a• & ; ? GYP. BD. W• W $ j - FINISH E i o I u G Q r L L- - I 4" THICK GONG SLAB REINFORCED w/ - bx6 10 10 W.W.M.. VIDE SAW GUT CONTROL m JOINTS AT 20' IN VALS. MYPJ I I _ TOP OF FOUNDATION - -- - _-- -- - - - _ SLAB _____ _________ ei '1:: - -0fi. ... : ..'L a,.:..q i..:.....i:ay.va •' /•:. • w 4r F! .fe..:rp. ...�1 ..:Y..• `.[..:4. . .:4n ...q gOL.r: r rY':....x. ��F C1 BASEMENT -- -- -_� 4-. P� ycE A °F� +5 I J--J ;it. . / ' I •fr. RF 0183 ^ �� t , i r _j__ �& L . iii,• PROJECT 1008 s' DRAWN BY: TCS O'-O" TOP OF FOOTING (TYPICAL) y'. a • •! ••'••.. _ •"" . - •" n I �y f' a - S�,'wt r I f S .Vtytyi CHECKED BY: I I ' I DATE: I ' I 6124111 SCALE: SHEET TITLE: I BUILDING SECTION 6 BUILDING G SCALE: 3/8" = 1' -0" SECTION SHEET NO: 17 CONSTRUCTION DOCUMENTS LEAD COATED COPPER ROOFING ON LOW PITCHED ROOF OVER BAY, CARRY 24" UP UNDER CEDAR ROOFING FOR WATERTIGHT CONDITION CEDAR ROOF 5HINGLE5 ON 1x3 WOOD LATH 0%" O.G. PROVIDE SOLID 12 SHEATHING WITHIN 24" OF EAVE (TYP.) ALUMINUM GUTTER ON Ix8 PVC FASCIA I � ,Y, v 2x10 ®I6" ROOF RAFTERS w/BATT r INSULATION Z Ix8 PVC FRIEZE BOARD w/'.v'y PVC GROWN `u o all i LL 00 vl i PROVIDE STEEL FRAMING ANCHORS Q PER CODE, EACH RAFTER G ' Z 7 0 O N G 3x8 FLUSH LEDGER. HOLD LEDGER I" OFF / It 5 FINISHED WALL W/BLOCKIN6. ATTACH TO HOUSE _ y w/5TAINLE55 5TL. LA65 ®48" INTO SOLID 2nd FLR BLOCKING w ALUMINUM GUTTER ON w Ix8 PVC FASCIA ' W L o6 3x8 ®24" 50LID CEDAR TRELLI5 MEMBERS Q Q w/ORNAMENTAL END GUT. PROVIDE MORTISE G d TENON CONNECTION TO LEDGER. REVIEW I > 2x4 ® I6" SUBFRAMING o DETAIL w/ARCHITECT , l��� W � lAi/Ix8 TRO PVG SOFFIT Z TOP OF SECOND FLOOR 5UBFLOOR 12 � 'v wN2" CONTINUOUS VENT 0 B ^y ���-.y��.-����� � �"� � J . - w/SGREENIN6BEHIND C W Ix8 PVC, FRIEZE BOARD w/5142' PVC Z LoO GROWN IL �• f 3/4" THK. PLYWD. STIFFENER, BOTH 51DE5 1 fI WEB OF TJI'S AT BEARING POINTS (TYP) - _ CEDAR SINGLE SIDING ON I5# BLDG. OASTNG w/FLASHIN6 I'<1 WOOD FLOORING ON BLDG. PAPER ON STRUCTURE, FVC CASI _ PAPER ON %" PLYWD. SHEATHING ON PORCH GIRDER T-UP TREATED WD. i 9/p' PLYWOOD SUBFLR. ON TJI FRAMING 2x6 FRAMING w/ BATT INSULATION OVER TOP OF BEAM PROVIDE BLOCKING d SHEATHING TO TOP OF FIRST FLOOR 5UBFLOOR _ c FLARE SHINGLES OVER STONE PAGING _ ON FOUNDATION °� Z n+� III/," TJI ® 16" FLOOR JOISTS PROVIDE FLASHING OVER END OF X � '� V ^ n P FRAMING, TO EDGE OF SHELF - - — Fooe LOAD BEARING FIBERGLASS COLUMN _ w -j . Y4/HOLD DOWN5, TOP $ BOTTOM. SEE - NAIL PLYWOOD SHEATHING TO DOUBLE ��_ SPECS. -,. TREATED 2x6 SILL PLATE2 (2)#5 CONTINUOUS REBAR w •aw(W�9� S M )s"A2" GALV. ANCHOR BOLT 032" O.G. yIL. q. w/3x3x9.(6' GALV. WASHER EXTERIOR GLASS DOOR w/INTEGRAL COUNTERSUNK 12" FROM EACH CORNER (�'',� W N . = TRANSOM ABOVE " '�' -•'• STONE/CULTURED STONE FACING ON SHELF. TIE BACK TO GONG. #5 REBAR ®24" HORIZONTALLY d '!y� :: �: w/MA50NRY TIES 024". PROVIDE WEEP VERTICALLY }, ::_,,, HOLES 036" O.G. BLUESTONE PAVING PITCHED TO EDGE, ON MORTAR BED ON 4" THK. �', of NEW NOR AM SLAB, REINFORCED w/6x6, lo�0 6i 4 5�ods NM FN BASEMENT 1 TOP OF FIRST FLOOR 5UBFLOOR _ 0+835�,N X�- fFIELDSTONE PAGING ON RIS R ti " " ' T . " y ! .. � • r •�;I j � , %!t. �'I -1 J 7009 kl" EXPANSION JOINT w/SEAL �".�+�� 10" THK. POURED GONG. FOUNDATION DRAWN ev: =s> ;`•':,ii WALL. PROVIDE LIQUID APPLIED o : ' + PROVIDE HAUNGHED SLAB AT BOTH y'"p�t 4" THK. GONG. SLAB w/6x6, 10'(0 WELDED �,� ; : DAMPPROOFIN6 BELOW GRADE, R TCS bLUESTONE TREAD " :;.'j.::2i1•y.'.�:: 51DE5 OF FOUNDATION WALL WIRE ME5H ""'''``'� CHECKED 6v: } •.; '•.' I.,, .:%IJ;-:•. MEMBRANE WATERPROOFING IN . � ,.;, �• . z; ..,.•,;.p.. - fl I?r. '�riji: ;:`,'.i AREAS SHOWN ON FOUNDATION PLAN BA5EMENT SLAB ATE. PROVIDE CONTINUOUS FLASHING . . Iit :.; ..i•: r'.�..::`' ' �`i. :' `� .. ;;I%:2 D 6/24/11 F. FROM IN51DE OF DOOR SILL TO ;? ;4opscALE: EDGE OF SHELF IN FOUNDATION .� •' ... . �... : SHEET TfRE: (3)#5 REBAR WALL SECTIONS WALL SECTION # 1- SHEETNO: WALL SECTION #2 SCALE: V = V -0" SCALE: V = V -0" 18 CONSTRUCTION DOCUMENTS u .N - -- ---- --- -- 7"x9" CUSTOM WOOD NEWEL --_------- - w/RECE55ED PANELS, STAINED FE-7-1 - - WOOD GAPS. SEE DETAIL STAINED WOOD HANDRAIL -� w/PAINTED WD. BALLUSTER5. AL — V P NEANG ' SEE SPECS. ❑ ❑L ❑❑ �� Ys" HK. M F PA ELIN w/2-1/ 'x3/8' O (A AL) OOD AT S, G ED 8 open to NA ED I PATI"FER WN. HALLSM OTH PAINPEG Z -- -- - . 1 - - ❑ W o 0 2 0 DNI N m LL o Ll 0 0 1 = Z _ O - - Z 41 m �� NATURAL WD. NOSING Z -- - - - - - - - - w/TYP. STAIR V 2 - - MOLDING CONTINUOUS, N 4'—V2" BEILOW FRIEZE r4/COVE W -- - - - - - - open to � � � �� El J - - - - - - - WINDER TREADS TO MEET LIVING ROOM 2 CODE REO'MENTS, ❑ ❑' Z CO - - - - - -- - - - - INCLUDING b MINIMUM06 O DIMENSION 8" DIAMETER WOOD -- COLUMN. SEE SPECS O o O ON COLUMN SITS ON WOOD �' - COLUMN SITS ON V F Lu - - PANELED PLINTH, w/OAK ;' WOOD PANELED Z =N GAP TO MATCH FLOOR, ❑ PLINTH, w/OAK GAP TO r by2" COVE MOLDING BELOW - --- MATCH FLOOR, COVEa MOLDING BELOW � _ (W i ON LANA I N� N r I m I \ ELEVATION ELEVATION DOOR CASINGS: 4 NICHE NICHE CORNICE MOLDING AT PERIMETER w/4Y2" 2 Ixb SIDES wN?." BEADED INNER EDGE. AT HEAD, 1x5 WINDOW SEAT g GROWN MOLDING, 1x8 FRIEZE $ BEADED COVE w/GAP. PROVIDE SAMPLE FOR APPROVAL w/BEADED FILLET, BEADED COVE #F-100 w/Ix2Y2 GAP. F Or -------- -- - --------- -- ad Z. PROVIDE OAK SEAT TO - -j 2• o E N T RY/S TA I R HALL MATCH FLOORING w/PANELED n ElW120 SCALE: 1/2"=1'-0FRONT TO MATCH WALLS" w• p ; 4' -8y2" -- open to HALL Z w• ` �— ~ Q F• u � niche niche i PROVIDE GOOSENECK RAILING m 1 6i SECTIONS AT ENDS OF RAILING 4 AT - N 6�j NEWEL POSTS _- - E 11 L- of NEW ro cl o PANEL I NO : - - ! Y2" THK. MDF PANELING w/2-1/4"x3/8" DISPLAY NICHE - w/PLYWOOD CABINET, - -- ----- (ACTUAL) WOOD BATTENS, GLUED $ z — (2) I" THK. FIXED NAILED IN PATTERN SHOWN. SAND ❑ SHELVES, ALL PAINTED 3Y2" GROWN MOLDING SMOOTH 4 PAINT PER SPECS. - 1009 BEADED COVE $ GAP --- CORNICE LARGE TCS OPENINGS,, B BOTH SIDES 0 - 6/24/1 1 MIRROR BY OWNER ------ 1/2" = 1'-0" I WKITCHEN DINING ROOM WALLPAPER � FINISH I -4 x CUSTOM OOD NEWEL p p vi/RECESSED PANELS, STAINED STAIR WOOD GAPS. SEE DETAIL -- - HALL o mul Nu: 5 ELEVATION s ELEVATION 3 ELEVATION 4 ELEVATION 19 CONSTRUCTION DOCUMENTS u II" 13'-by2" FLAT Ir GEILIN I } I Z W o = o BUILT-IN CABINETS wNPPER I ALL TRIM PAINTED IN BEDROOM F=- SHELVING UNIT I SPRUNG GROWN MOLDING 0 w WOOD BURNING MASONRY I C FIREPLACE w/STONE d WOOD GA5 FIRED PRE-FABRICATED FACING FIREPLACE Z j O O �g 8) - - 'H+ Z �]} �7� 1 MST i� - ---------------� lO --~ 2'-6" I l % \\\ PAINTED � GYP. BD. li W - STUDY � .� ���R OM W WOOD FLOOR, SEE FLUSH FLUSH FLU H _ HE RTH WOOD FLO R. SEE SCHEDULE IN SPECS HEARTH HEART SCHEDULE I 5PEG5 /' O Z � — _ ULu I -6 LINE OF EDGE OF OPEN I CEILING ABOVE UJ :'S.: � v W Ll j FLAT ELEVATION } a I CEILING 7 CUSTOM PAINTED WOOD MANTEL w/IONIG PILASTERS, RECESSED PANEL. PROVIDE ALLOWANCE MASTER SUITE LIMESTONE FACING 4 HEARTH ad Z. SCALE: 1/2"=1'-0" wa• 1 J2• = 2 ° 8 W _J. z z W• 1 a W• S n Ix TOP GAP w/52" GROWN, _ a �• II" DEEP BUILT-IN OAK BOOKCASE w ai• � BOTH STAINED DARK TO �-T4-G 'l�P-BAR-G€IL�hIG� `Q MATCH CABINETRY IABD PAtNT€D. A4/2" PLYWOOD BACKING, 3/4" THK. ROVIDE_OUARTEB OAK FACE FRAME, I" THK. ADJ. NNO--A-T-€D< 1ES— 'I' PAINTED PLYWOOD SHELVES WEDGE GYP. BD. BANDING, ALL STAINED ---- •C�ov NEW LAR —.–_ ZZ OAK CAVNG 51 PAINTED w/BACKBAND (TYPJ 3" 2'-10° 078350 GYP. BD. THI5 ROOM s - 1009 JIIMVVN BY:I TCS O IL I 6/24111 - r- 112" = 1'-0.. _JL -- F MASTER J � SUITE - - n MD - ELEVATION I" THK. OAK MANTLE ELEVATION EVATION IS" DEEP OAK FACED BASE CABINETSURROUND 8 MANTLE 9A *EELL. w/FLAT PANEL INSET DOORS, I" THK. OAK LIMESTONE FACING d w/GONE BELOW, STAINED OAK VENEER PLYWOOD PLYWOOD TOP w/EDGE BANDING, ALL FLUSH HEARTH. PROVIDE 6LA55 DOORS WAINSCOAT w/y2" OAK FACE STAINED. PROVIDE OIL RUBBED BRONZE � O FRAME, Ix GAP YJ/2" COVE KNOBS, HINGES MOLDING, TYP. BASE CONSTRUCTION DOCUMENTS _u MEDIGINE CABINETS CUSTOM WOOD MED. GAB. w/TYP. WOOD CA5111457. PROVIDE FRAME, (5) TEMPERED MIRRORED D ASS SHELVES 2'-4" 5Y2" 5PRUN6 GROWN BATH WAINSCOTING: --POLE---- -----v#2"ELF-A-Bl-------- PROVIDE Y2° THK. STANDARD BEAD INTERIOR M015TURE _ z RE515TANT "MRI" FIBERBOARD PER SPECS., w/Ix2 TOP uj G PROVIDE MIRROR IN GAP w/BEADED COVE #F-333, 6 Ixb BASE w/GAP #8453, J RECESSED PRE-FAB n J � = O FRAME ON BACK OF ALL BACK PRIMED d PAINTED I� 2 IRONING BOARD. SEEDOOR 1 SPECS / LL O IS d) TI Z ROOM lFIT WO WOOD FLOOR. SEE D / SCHEDULE IN 5PEG5 / y (6)12" DEEP WD. -- L-- i F 51-11 UNIT _j ---POS€POL€------ PROVIDE PLUMBED PAN 10 ELEVATION 11 ELEVATION Z LINEN w/(5) W UNDER WASHER O o6 SHELVES93 V 0 LLI � TILE SHOWER: - --- - - z 0 Wzl 1zSTONE TILE ON CEMENTIOU5 BACKER GYP. BD. LL! a Lu 7 yvi I i i BOARD w/12"x24" RECESSED NICHE w/WALLPAPER FINISH t w/STONE TRIM. PROVIDE SLAB STONE —_ Q - THRESHOLD 4 JAMB5 - `U a LCL Q ® LIGHT FIXTURE SELECTION BY OWNER 0 _ TEMPERED STONE SEAT PITCHED TO FRAMELESS GLASS DOOR TO EDGE - SHOWER i � �- Q0 0 °0 - wj 1 EO 00 0 0 3 -4 BATH FLOOR: STONE TILE FLOORING ON GONG. SLAB y ¢• a w/ELEGTRIG RADIANT, w/MARBLE � ; J �• S o THRESHOLDS 4 TRIMS. TILE SELECTION U `I 1 w _J• E BY OWNER � mg ? 9'-4" ELEVATION ELEVATION "'' " U " MASTER BATH N°TES: 5 ' 12 BATHROOM CABINETRY: 13 ¢ �. SEE PLUMBING, ELECTRIC, CERAMIC y y. SCALE: 112"=1'-0" TILE, AND INTERIOR FINISHES SECTIONS PROVIDE PAINTED WOOD CABINETRY w/ IN SPECIFICATIONS FOR MATERIALS INSET FLAT PANEL DOORS $ DRAWERS. OTHER INFORMATION PROVIDE I" THK. SOLID GORE LAMINATE COUNTERTOPS d BAGKSPLA5HE5 b'-11° AGF NEW yp -pg G.Sq,y(, 'P OE ul- rERf` i� PAINTED TILE SHOWER: 1009 GYP. BD. STONE TILE ON CEMENTIOUS BACKER LAUNDRY CABINETRY: BOARD w/12"x24" REGE55ED NICHE PROVIDE FLUSH LAMINATE CABINETRY w/ � ;' `. `. in TCS j w/STONE TRIM. PROVIDE SLAB STONE OVERLAY FLAT DOORS $ DRAWERS. HI:E;KFD ll THRESHOLD $ JAMBS PROVIDE I" THK. SOLID GORE LAMINATE COUNTERTOP 6124/11 lz 11 1 1 1 1 ALE: I I BATH WAINSCOTING: ►' PROVIDE Y2" THK. STANDARD BEAD INTERIOR M015TURE RESISTANT "MRI" _ o FIBERBOARD PER SPECS., w/Ix2 TOP OD o WO MASTER P GAP w/BEADED COVE #F-333, Ixb - BASE w/GAP #5453, ALL BACK BATH PRIMED 4 PAINTED 14 ELEVATION 15 ELEVATION 16 ELEVATION 17 ELEVATION 18 ELEVATION5111tt I NEI: 21 CONSTRUCTION DOCUMENTS �U �O ORNAMENTAL RIDGE BEAM, = 3� SECURELY ATTACHED 6i ORNAMENTAL TIMBER FRAME: DOUGLAS FIR ORNAMENTAL FRAME FAMILY ROOM ATTACHED SECURELY TO FRAMING BEYOND. 1 �. `� PROVIDE 545 TIMBERS, w/RECESSED & --- -- ----"-- SCALE: 1/2"=1'-0" PLUGGED ATTACHMENTS, STAINED FINISH. VERIFY DETAILS w/ARCHITECT ------ ------ - -- - O PAINTED Z 3. 2" THK. DOUGLAS FIR FRAME GYP. BD. �` y� Ix6 V-GROOVE T@G _ -- ____. W D ATTACHED TO END YiAILL SELECT DOUGLAS FIR CEILING w/STAINED FINISH — LL O = O 2x PLATE AT PERIMETER ° - ORNAMENTAL WOOD BRACKET w/GAP. VERIFY -- --� V J DETAIL w PAINTED GYP. BD. ` J r W " open to _ / KITCHEN zadN I" THK. OAK GAP O G ry O FLAT SCREEN TV BY TO MATCH Q OWNER. PROVIDE FLOORS 0 o en to BLOCKING IN WALL FOR Lu pTGHEN ' KIBRACKET ATTACHMENT Z 4d) O r Lu Lua ca m Q I 19 ELEVATION ALL INTERIOR WINDOW/DOOR # TRIM 20 ELEVATION w/STAINED FINISH IN THIS ROOM ca Z PROFILE OF DORMER BEYOND w a' n W _J. 4'-0" - ---- ----- — -- - = W. FIREFLAGE FACING: s M W• -- - - PENNSLYVANIA FIELDSTONE FACING, Q t _ DRY STACK RECE55ED MORTAR. - — PROVIDE SAMPLE FOR APPROVAL y y• OPEN TO OPEN TO - STA PROVIDE 4" THK. FRAME, IR STAIR - - LAMINATED TO END WALLS HALL HALL -- -- BEYOND BEYOND _--_ — — �CFNLWYp,?,F 111 5G SAh! -- RAILING w/I5/a" 50. 9 4Y�" Or., 0 " DOUGLAS FIR BALLUSTERS w/RAILING PER 5111705 FAINTED 0183 CUSTOM BUILT-IN DOUGLAS FIR CABINET Q GYP. BD. w/I6" DEEP BASE GAB. w/ADJ. SHELF, 12" to - DEEP UPPER GAB. w/1" THK. PLYWD. -1 SHELVES B GOUNTERTOPw/EDGE 1009 i -- — EU-1I__II.._ I! �� BANDING, ALL STAINED JKAWN BY:TCS 6124111 IE SGALft: --- !� 3" THK. BLUESTONE - 1/2" = 1.-0•. SHELF - i v = FAMILY TEMPERED GLASS ROOM DOORS w/BLAGK I 2 2'-7" P p R - I METAL FRAME El 5" THK. BLUESTONE RAI SFv 1 EARTI 1n m - 22 21 ELEVATION 22 ELEVATION CONSTRUCTION DOCUMENTS �u u STAIRS: OAK STAIR TREADS TO MATCH FLOORING w/PAINTED RISERS 8 5TRINSER5. PROVIDE RAILINGS PER SCHEDULE IN 5PEGS MEDICINE GABINET CUSTOM WOOD MED. GAB. w/TYP. WOOD >- CASING. PROVIDE MIRRORED DOOR IN Z FRAME, (3) TEMPERED GLASS SHELVES COUNTERTOP: =Lu 0 H = PROVIDE I" THK. CRANI OPEN To � COUNTERTOP w/EASED DSES. BASEMENT LL O= STONE SELECTION BY WNER ry UP - O N �'-O" O O Li Z 6 WOOD FLOOR. SEE - U)' SCHEDULE IN SPECS `` �, �/�� W in - V/ m i i i i i N W m Q o m 23 ELEVATION 24 ELEVATION W W o * _ w # Qo> BATH WAIN5G0TING: ~ PROVIDE Y2" THK. STANDARD BEAD INTERIOR a M015TURE RESISTANT "MRI" FIBERBOARD PER SPECS., w/Ix2 TOP GAP w/BEADED COVE #F-333, E Ixb BASE TOILET FLOOR: ` ' w/GAP #8453, ALL BACK PRIMED $ PAINTED CERAMIC TILE FLOORING ON GONG. ; SLAB, w/MARBLE THRESHOLDS 8 TRIMS. MUD ROOM FLOOR: TILE SELECTION BY OWNER / CERAMIC TILE FLOORING ON GONG. ,p Z. St. SLAB. TILE SELECTION BY OWNER X60 12" DEEP UPPER CABINETS w/(2) ADJ. w a' SHELVES, INSET 6LA55 DOORS AS �• o = SHOWN m J Mw• � BACK STAIR / WET BAR - - - W• ` SCALE: 1/2"=1'-0" a ~ - f vi w IF m PAINTED ^' SYR BD. PROVIDE (2) TURNED WOOD LE65 ON �i CABINETRY PENINSULA d) °F NEW po NET BAR CABINETRY: PROVIDE PAINTED WOOD GABINETRY w/ BEVERACEE INSET BEADED PANEL DOORS $ FLAT CENTER III oie3 PANEL DRAWERS. PROVIDE I" THK. GRANITE COUNTERTOPS d BACK5PLA5HES - NO:1009 25 ELEVATION ELEVATION KAVVN : TCS 26 NET BAR WAINSCOTING: 6/24/11 PROVIDE Y2" THK, STANDARD BEAD INTERIOR 1/2" = 1'-0" M015TURE RE515TANT "MRI" FIBERBOARD PER 5PEG5., w/Ix2 TOP GAP w/BEADED COVE #F-333, d Ixb BA5E w/GAP #8453, ALL BACK PRIMED $ PAINTED BACK STAIRS 23 u CONSTRUCTION DOCUMENTS JLC MEDICINE CABINET BEADED COVE CUSTOM WOOD MED. GAB. w/TYP. WOOD GA51NG. PROVIDE MIRRORED DOOR IN TOWEL BAR PURCHASED BY FRAME, (3) TEMPERED GLA55 SHELVES OWNER, INSTALLED BY GG 2'-0" BATH FLOOR: - z - z CERAMIC TILE FLOORING ON GONG. _ = O SLAB WMARBLE THRESHOLDS E TRIMS. ry TILE SELECTION BY OWNER ry - U. O O O i W G 000 Lu 27 ELEVATION 28 ELEVATION j y I'll//r O � F z_ � O 3 a PAINTED GYP. BD. TILE SHOWER: = w CERAMIC TILE ON CEMENTIOU5 BACKER ` N r G BOARD w/12"x12" RECESSED NICHE Q 5'-3Y2° 4'-0" TRIM. lPROVIDE SLAB STONE Ta 12'-3Y2" r � TUB DECK LEVEL w/SHOWER SHELF, w/GLA55 ENCLOSURE F I GUEST BATH #1 ATTACHED TO SURFACE SCALE: 1/2"=1'-0" p—L at! Z. NOTES: ELEVATION 30 ELEVATION 81 ELEVATION �' a' SEE PLUMBING, ELECTRIC, CERAMIC 29 _j M. 9 0 8 TILE, AND INTERIOR FINISHES 5ECTION5 w -J.BATH FLOOR: ° IN SPECIFICATIONS FOR MATERIALS sE CERAMIC TILE FLOORING ON GONG. OTHER INFORMATION BATH WAINSCOTING: W• SLAB w/MARBLE THRESHOLDS $ TRIMS. PROVIDE YY THK. STANDARD BEAD INTERIOR MOISTURE 2 w• TILE SELECTION BY OWNER MEDIGINE CABINET RE515TANT "MRI" FIBERBOARD PER SPECS., w/Ix2 TOP a F. a GAP w/BEADED COVE #F-333, 4 Ixb BASE w/GAP M VJ `} 2 CUSTOM WOOD MED. GAB. w/TYP. WOOD #8453, ALL BACK PRIMED 4 PAINTED CASING. PROVIDE MIRRORED DOOR IN FRAME, (3) TEMPERED GLASS SHELVES OF NEW YO f77c sq R� PAINTED _ __ OPEN �� s ry � � SHOWER: I ;__ 79 IS GYP. BD. _ _ NO GLASS T ENCL05URE R SreaE - - d) T- — - II i� i' KAVVN BY: 1009 .0 - -- I'I ``� II it II TCS HECKII BY: 6/24/11 . JK FCLN O .r _ 112" _ 1.4. -0 32 ELEVATION S3 ELEVATION 34 ELEVATION GUEST GUEST BATH #2 BATHROOM CABINETRY: BATHS SCALE: 1/2"=1'-0" PAINTED WOOD BATHROOM VANITY v4/OVERLAY DOORS 4 DRAWERS, 4 SOLID LAMINATE COUNTERTOP. COLOR 511111=111I NU: 4 HARDWARE SELECTION BY OWNER 24 CONSTRUCTION DOCUMENTS Lit RECESSED PRE-FAB IRONING BOARD. SEE SPECS LAUNDRY FLOOR: CERAMIC TILE FLOORING ON GONG. SLAB W/MARBLE THRESHOLDS 4 TRIM5. LAUNDRY 0AB1NETRY: TILE SELECTION BY OWNER PROVIDE FLUSH LAMINATE CABINETRY w/ >- OVERLAY FLAT DOORS 4 DRAWERS. Z PROVIDE I" THK. SOLID GORE LAMINATE ui COUNTERTOP Z = LL J 0 0 0 ON Z 'o -- 0 N PAINTED z GYP. BD. L- i w w W = — Z STORAGE o -- - - -----J o O ai r 0 o 2 12" WIDE WOOD m H 0 ro PROVIDE ( J Z SHELVES AS 5140WN O ELEVATION W W LAUNDRY 3s ELEVATION 36 � o SCALE: 112"=r-0" NOTES: a SEE PLUMBING, ELECTRIC, CERAMIC TILE, AND INTERIOR FINISHES SECTIONS IN 5PECIFICATION5 FOR MATERIALS 4 OTHER INFORMATION MEDICINE CABINET CUSTOM WOOD MED. GAB. W/TYP. WOOD op Z. FRAMELESS SHOWER CASING. PROVIDE MIRRORED DOOR IN w a, S BATH FLOOR: ENCLOSURE 4 DooR FRAME, (3) TEMPERED GLASS SHELVES J 4 0 GERAMIG TILE FLOORING ON GONG. ° SLAB w/MARBLE THRESHOLDS 4 TRIMS. w J• TILE Lu.SELECTION BY OWNER < s PAINTED 2 w• Y GYP. Br?. a r, e PAINTED 3-8J2 N y• GYP. BD. �0 3 NEW yoR ` ❑ � `` ky q03j - n Will _ , 11 '� ;�� `\ '� i ii III � I I N O r I i 1009 I / t 'I O ] o TCS -HECKED BY: 1 I 6124111 ELEVATION ELEVATION 40 ELEV TION 112" = 1'-0" "�° 37 ELEVATION 38 39 • BATHROOM CABINETRY: GUEST TILE SHOWER: BATH WAIN5GOTIN6: PAINTED WOOD BATHROOM VANITY CERAMIC TILE ON CEMENTIOU5 BACKER PROVIDE Y2" THK STANDARD BEAD INTERIOR MOISTURE W/OVERLAY DOORS 4 DRAWERS, 4 BATH BOARD W/12"x12" RE6E55ED NICHE RESISTANT "MRI ' FIBERBOARD PER SPECS., v4/1x2 TOP SOLID LAMINATE COUNTERTOP. COLOR GUEST BATH #3 W/5TONE TRIM. PROVIDE SLAB STONE #CAF 8453ALL BACK PREMED34 PAINTED ASE W/GAP 4 HARDWARE SELECTION BY OWNER THRESHOLD 4 JAMBS SCALE: 112"=1'-0" 25 CONSTRUCTION DOCUMENTS SPRUNG GROWN MOLDING 22 Ix GAP MOLDING BEADED COVE #F-100 - - _ — to _ BLOCK =ry �4, _ - _. - Z Ixb CASING v4A"BEADED EDGE m� BEADED MOLDING #F-100 fL C Ix TOP CASING 'd 2 5/4' THK. PLYWD. CABINET �N HALF ROUND FILLETLL w/STAIN E CLEAR FINISH - O W 0 MOLDING I'-OY2" BEADED MOLDING #F-100 Z Yz" THK. PLYWD. BACKING 0 O GORNIGE m V g /e'x2Y4" PAI qTEr WOOD BATTENS, fA GLUED d NiILE TO SUBSTRATEW N w � Ix4 FAGS FRAME w/Ys" C'/4" w� w BEADED EDGE5 y =ry _.... . . Ix CASING °0 VMDF PA LIN w/BATTENS O Q APPLIED W o. 4, FLAN STILE W � a w 2 � a SOLID WOOD COUNTERTOP a w/BI50UIT'D JOINTS, EASED FRONT EDGE, ON PLYWD. SUBSTRATE TYPICAL BASE w/GAP df z STAIR HALL CORNICE CASING CORNICE w <. = I SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" o o Lu =ry Ix FACE FRAME wBEADED n W• W INNER EDGES w 0 ate• ug (V y y• 4/4" THK. ADJUSTABLE PLYWD. SHELF WEDGE BANDING (TYP) TYPICAL 2x4 or & ALL EDF W =W -- Ix BOXED BEAM w/DADO'D w/GYP. BD. FINISHES �P� s°�A" � INSET CABINET DOOR w/Ix 6 JOINTS BAGKBAND #8313 * " i FRAME, S/8°THK. PLYWD. I - ul- PANEL d PANEL EDGE ry MOLDING. HARDWARE #L"8009 NG GROWN REDP SELECTION BY OWNER - Ix4 CASING w/YZ"BEADED It PR JECT N01009 in INNER EDGE DRAWN BY: -23 TCS CHECKED BY: V JAMB E TYPICAL STOP DATE: m 6124/11 WOOD DOOR SCALE: SECTION ® �E, M SHEET TITLE: '0' 1x6 BASE w/TOP GAP #123 INTERIOR DETAILS KITCHEN BEAMS TYPICAL CASING BASE CA51 NET SCALE: 3" = V -0" SCALE: 3" = 1' "0" SHEET NO: STUDY & FAMILY ROOM CABINETS SCALE: 3" = 1' -0" 26 CONSTRUCTION DOCUMENTS } 400 00, Z 44,all 01 Lu O NOTES = 0 O � w I) SWING DOOR PANEL SIMILAR; PROVIDE VERTICAL REINFORCEMENT AT HINGE � � SIDE OF DOOR PANEL, AS REQUIRED. Z O 2) SCRIBE FRAME/STOP TO 5HINSLES, BOTH ENDS. O — y e 3) PROVIDE BUTTERFLY CLIPS FOR SECURE ATTACHMENT OF PANELS TO \ xr \ \� ,t Q FRAME. ' 1 y Lu4) PROVIDE SECURE BLIND ATTACHMENT OF FRAMES TO STONE TERRACE, BY, < / O T FOR EXAMPLE, DRIFT PIN5, AS REQUIRED ` ; x Tx, ';,` ' ! 1 � � FW- l. :, h ry Lu _ x } ✓ N ,x ♦ / Q 0 X 11) Lu UjLo z In Z 0 < w vIL Lu /` „ CASED WOOD POST w/3/4" THK PVG CASING, y y ACTING A5 STOP FOR SCREEN PANEL FRAMES ✓ .� i 6/4" GEDAR/MAHOSANY FRAME, ANCHORED � SECURELY ALL SIDES. PROVIDE BEVELED LAP ;*� JOINT AT REMOVABLE SCREEN PANELS ✓;< ti; ; ;< vX y k\ 6/4" REMOVABLE SCREEN PANELS, w/QUARTER \ y<� ✓ ;t �• 3 ROUND STOP AT SCREEN. PROVIDE BUTTERFLY � .' , \ >. x/ ~ '� ,/ % y\r' " w J• Im W CLIPS FOR SECURE ATTACHMENT TO FRAMES '• C v , y ~ X F Y )\ V )� a F• U •� BRONZE SGREENINS u r } ';<>/ w w• <X j� SOLID CENTER STILE FRAME, ANCHORED y,, ` xx y SECURELY AT WOOD DECKING OF NEW Yp,4 Q�0 SC.Sgry�L �' 0 0 N �'' Ix x G/S R PR ' - PROJECT NO: q" x 1009 ' O < x>. N TSC x HECKEL) BY: AT6/24/11 DETAIL SECTION SCALE: 3" = 1' -0" SHEET TITLE: -KV SJ r SCREEN PANELS SCREEN PANELS DETAIL ELEVATION SCALE: 1-112" = 1' -0" SHEET NO: 27 CONSTRUCTION DOCUMENTS z W I = 0 H = LL 0 O U) 0 AIR " i,i w ZLp Z HOT HANDLI ili iIFO y WATER ____________________________ _ _ . _ . _ . UNIT _____ ___ MECH. 'y AREA C�- ------------- V Q 11 Y BOILER EJ aFsAq BOILER �LINE OF FUTURE WALLS----------- ALLS tin___ _____- - \ 1 I 11 0.1 BASEMENT=NT FUTURE IREGREATION ROOM Z06 to NOTES: ' O 0 -------- " VERIFY LAYOUT OF MECHANICAL a PRIOR TO INSTALLATION / "- ----'- --- r SYSTEMS E UTILITIES WARCHITECT i , - o uj z 0 a.I N PROVIDE (2)-2'15 GALLON OIL H I i i 11 Ili TANKS TO BE PIPED FOR EVEN FILL AND DRAWDOWN. PROVIDE I II Q DEPTH MONITORING DEVICE. I` ` qi a - - __ - .-- ---- - ---------- ------------- -__________- I BASEMENT -- - - - -- ----------------- 1, „ l ca Z. AIR I UNFINISHED W Q' 1, UNIT DLI UTILITY BATHROOM I , AREA O '" gJ. ` ° a i n S 2 2 I � W' 9MAIN N � '§' TV PANEL Q F• 'u �d ii I I r�' j N V1• II I I ^1 H HOUSE SEWER TO SANITARY SYSTEM II I I II E DF NEW YDR I I hP'•gyp`'C.SAML�C N- N II II I I F � •' 11 1 I I 0183`P'1 G FG/STERED N� ELECTRICAL LEGEND PROJECT NO: II 1009 Qp DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT RAWN BY: 220V RECEPTACLE OUTLET SWITCH ' TCS oUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH HIECKED BY: I HALF HOT RECEPTACLE OUTLET SWITCH DIMMER WATER PROOF RECEPTACLE OUTLET ® TELEPHONE 7r GROUND FAULT INTERRUPTOR OUTLET © TELEVISION GI24I11 HIGH HAT FIXTURE p®�pp 0o SMOKE DETECTOR HIGH HAT FIXTURE LOW VOLTAGE SURFACE MOUNTED CEILING FANELECTRIC FIXTURE LAYOUT 714" = 1 - 0" �+ DIRECTIONAL HIGH HAT { UNDER CABINET STRIP HALOGEN FIXTURE SHEET TITLE: ♦ SURFACE MOUNTED CEILING FIXTURE —T SURFACE MOUNTED LIGHTING TRACK BASEMENT/FOUNDATION PLAN I-} SURFACE MOUNTED WALL FIXTURE EXTERIOR WALL MOUNTED FLOOD LIGHT SCALE: 1l4•' = V -0" ® AUDIO SPEAKER EXHAUST FAN BASEMENT FOUNDATION PLAN NOTES : PROVIDE WALK—THRU W CANER, ARCHITECT, ELECTRICIAN, 6C, SHEET NO: TO DISCUSS FINAL FIXTURE LAYOUT. ARCHITECT WILL REVISE DRAWING ACCORDINGLY, GG WILL PROVIDE COST ESTIMATE OF CHANGES PRIOR TO INSTALLATION MODIFY CEILING J015T LAYOUT AS REQUIRED TO LOCATE LIGHT FIXTURES IN POSITIONS SHOWN. 28 CONSTRUCTION DOCUMENTS ------------------- ------------------- ---- - ' \II - - - -- -- -- -I-i-- --II II .\ ca ra a ng � `�✓�/' I I I ; I _______________________________ / ' Z I _ - _ ' - O O � I i LLI 0 _ ' __- IL o DII - — -1 U) { ' O -- PEWDA , NT \ j FLOOR OUTLET - �_L: ---' i 1 Z L_ __ - - / p L 01� UTLET O O STUDY MASTER _ ! r v - -h r---- - - --- - LIVING ,- a---- - i G _ __ __ ___ _ A - �. I .0 -� cathedral calling ' BEDROOM- 1 1 I ':�_`� FLOOR OUTLET RM - 9 0 I RA GE_HOOD_� \ I _ -- I _� w I - rl_- _—_—_ _� AB WE - I ------- - ------ - W „ __ _____ FAMILY OOM 2 cathedral calling (mbar beams Co W 13 N FLOOR OUTLET K-ITG EN I \ SEE 2nd FLR. FjLAN O 1 FOR LIGHTING THIS I FLOOR OUTLET/JACK/ � 1\ `� \\ `� �\ \I I I, I PEN�ANP ' I I / ROOM O �- --- _- --r---- --- L--- - / / - I IRONING BOARD ' - . / r 1_ L_i_____ _ \ I r . l. i \\ \ -- ` Ir-"� -___yl moLu i/ rr., r( ------- TO "I UP UP IX I ` --/' y ' I TO LANDSCAPE LIGHTING IN I 1 I I �' li TO PENDANT rT---- ----�_________ ti I I I / D I ABOVE I I ,�. I I I I i?____- `_ I � ,, POOL AREA a ' ENTRY HALL -r , \ I ____ i II I l i ,D IDD _______ _�- W TO SWI H i B V----- -------- . BELOI^✓, i i. \ PENDANT �' I '\ 4 ROOMwm 1 \\ I 1 ° Q ' a 1 i \ \ I I J 2. o Ya' ^ O I / r - ` I /�j ELECTRIC MAT ' i i I' ---_ W J• O i �y RADIANT UNDER - TILE IN BATH, Iffi1 / 11 \ \ , ` 7 W• p 91TOILET E SHOWER w ' I\ -___________ i' l Q F• u PEN�ANT ------- -------Z-- DOOR OPENERC S e N \ G GARAGE 0183 i� ELECTRIC IFIXTURE LAYOUT ELECTRICAL LEGEND ' I \ PROJECT NO: DUPLEX RECEPTACLE OUTLET 1 ' SURFACE MOUNTED SPOT LIGHT FIRST F L O O R� P LA N / � � / � � DOOR OPENER `\ 7009 If 220V RECEPTACLE OUTLET SWITCH I >' % � ` RAWN BY: QUADRAPLEX RECEPTACLE OUTLET DOOR 5WITGH SCALE: 114" = 1' -0" / / / \\ TCS HALF HOT RECEPTACLE OUTLET 511ITGH DIMMER i I i' � ��� �\ HECKED BY: WATER PROOF RECEPTACLE OUTLET ® TELEPHONE - 'II�" GROUND FAULT INTERRUPTOR OUTLET O TELEVISION ' ' ' i ' \ T� I / / �l HIGH HAT FIXTURE ® SMOKE DETECTOR `\ ' i ` 6/24/11 HIGH HAT FIXTURE LOW VOLTAGE X SURFACE MOUNTED CEILING FAN r ' `\ DOOR OPENER : / 114�� = 1. _ 0.. DIRECTIONAL HIGH HAT , SHEET TITLE: �L. �H UNDER CABINET STRIP HALOGEN FIXTURE I ____----' \\ ! ' , T SURFACE MOUNTED CEILING FIXTURE I \ r , T SURFACE MOUNTED LIGHTING TRACK CIRCUIT TO LANDSCAPE LIGHTING , SURFACE MOUNTED WALL FIXTURE LIQ / %i ® AUDIO SPEAKER '^W��/� EXTERIOR WALL MOUNTED FLOOD LIGHT PROVIDE LINE TO FUTURE GATE ,AT DRIVEWAY ENTRY AREA ' / EXHAUST FAN ' ' FIRST r , ` --------- FLOOR NOTES: PLAN I PROVIDE WALK-THRU ry/OWNER, ARCHITECT, ELECTRICIAN, GG, i TO DISCUSS FINAL FIXTURE LAYOUT. ARCHITECT WILL REVISE SHEET NO: DRAWING ACCORDINGLY, GG WILL PROVIDE COST ESTIMATE OF CHANGES PRIOR TO INSTALLATION MODIFY GEILING JOIST LAYOUT AS REQUIRED TO LOCATE LIGHT FIXTURES IN POSITIONS SHOWN. 29 CONSTRUCTION DOCUMENTS LIJ - Z ' = I11 TO 5WoITGH AT FAMILY ROOM DOOR _ \ � F SITTING V_ N ., ROOM ------- -------------- '� Id ----- --- \\ '� ' --`-----"_--- i i, ------ - FAMILY NI FAMILY Z BEDROOM #I --- -- ---- I ---------- "I f� - ; ' BEDROOM #4 " Q i I i O O i '., I Q J I % I r I I o-- % 0 ;0 N o i o �, 1 I 1 - I I I O O OI O ------ -- --- - ---------------- Lu - ----- ------------------ ili open to ` H A YLu r � W co U)I;' S� PENDANT _-J—_—_____ z dab 4yi1 \ 111000 _ _ i . -' --'-_ __ _ _ -- i-- _ _--"----- I 0.F ----------- -- Lu 70 BF .ON / TO SWITGHE5, __ _ __ / I Iii II _ - ------ I Opan to i II � I \\ 5/D __- _ I below `\ _ __ __ . . _ _ ______- ___________________ �ce� 1PEAN7 II / -___ III��11❑ a t 7- i i I 'i 'C TO BELOW O I DN i TO SWITCH AT POOL DOOR I DN FAMILY DR \ i Y IDN TO BELOW jj BEDROOM #2 --- - '` -j 2• ------------ window aeati' 0 \ FAMILY W •J• ®\1 BEDROOM #5 - -------------------- = ♦ a �• I -'' O I I I I " \ TO 511ITGH AT FRONT DOOR FAMILY \ BEDROOM #5 OF NEW YO I OI I / I 01835�'` ELECTRICAL LEGEND ELECTRIC FIXTURE LAYOUT --- -- --- "% PROJECT NO: DUPLEX RECEPTACLE OUTLET 1 FAMILY , 1009 W SURFACE MOUNTED SPOT LIGHT BEDROOM #6 * 22ov RECEPTACLE OUTLET swrccH ----_`_- RAWN BY: DOOR 5WITGH TCS QUADRAPLEX RECEPTACLE OUTLET I I HALF HOT RECEPTACLE OUTLET 5WITGH DIMMER / II 1 i ' HECKED BY: WATER PROOF RECEPTACLE OUTLET ® TELEPHONE SECOND FLOOR PLAN ylr' GROUND FAULT INTERRUPTOR OUTLET © TELEVISION SCALE: 1/4" = l' -O" \ /PTE NT , --_ ` T �i HIGH HAT FIXTURE ® SMOKE DETECTOR 1/ 6/24/11 pppp SURFACE MOUNTED CEILING FAN �� n e HIGH HAT FIXTURE LOW VOLTAGE 00 1I4 1 O" DIRECTIONAL HIGH HAT 'I SHEET TITLE: + SURFACE MOUNTED CEILING FIXTURE { UNDER CABINET STRIP HALOGEN FIXTURE—T SURFACE MOUNTED LIGHTING TRACK i F�- SURFACE MOUNTED WALL FIXTURE 1 TV �} F�15 EXTERIOR WALL MOUNTED FLOOD LIGHT ® T SECOND AUDIO SPEAKER EL•'al EXHAUST FAN FLOOR PLAN NOTES: PROVIDE WALK-THRU w/OWNER, ARCHITECT, ELECTRICIAN, GO, To DISCUSS FINAL FIXTURE LAYOUT. ARCHITECT WILL REVISE SHEET NO: DRAWING ACCORDINGLY, GG WILL PROVIDE C-05T ESTIMATE OF CHANGES PRIOR TO INSTALLATION MODIFY CEILING JOIST LAYOUT AS REQUIRED TO LOCATE O LIGHT FIXTURES IN POSITIONWN S SHO . 3 I CONSTRUCTION DOCUMENTS