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HomeMy WebLinkAbout30945-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32135 Date: 01/12/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 13457 OREGON RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 83 Block 2 Lot 10.13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 24, 2005 pursuant to which Building Permit No. 30945-Z dated FEBRUARY 8, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE, COVERED FRONT ENTRY & REAR COVERED PATIO AS APPLIED FOR. The certificate is issued to OREGON CLIFFS, LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0219 12/28/06 ELECTRICAL CERTIFICATE NO. 2088603 09/15/06 PLUMBERS CERTIFICATION DATED 09/20/06 CUTCHOGUE EAST PLUMBING 0-14 Authorized Signature Rev. 1/81 i Form Na 6 L TOWN OF SOUTHOLD 35 - BUILDING DEPARTMENT TOWN HALL -_ 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY — This application must be filled in by typewriter or ink and submitted to the Building Department with the following:_. A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential$15.00, Commercial $15.00 Date. 12/14/06 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 13457 Oregnn Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Martin Soia / Oregon Cliffs, LLC Suffolk County Tax Map No 1000, Section 083 Block 0002 Lot 010.013 Subdivision Nina Stevens Filed Map. Lot: 2 Permit No. 30945 Date of Permit. 2/8/05 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ S. cc, NN // Applicant Signa re CO-Z7 3a► 35 3� - 2 - ta I cP[Pt1 (ocfi�rJrJ�rJr�rJiJr�e.lrJr�rJrJrJrJ�r�rJrJ�rlrJ�cPcJrJ�rJrJ�rJrJrJr�r�rniloi�r�r.. I1I I�rJrJrJrrL3pL pLpLpLrJ'rJLpLrL3pLpLrJ'rJ'3C.PL j 19 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS C5 5 TY STREETBUREAU40 FULTTON F C NEW YORK, NY 10038 b 5 5 5 CERTIFIES THAT w 5 LSJ Upon the application of upon premises owned by 5 5 S ALL WAYS ELEC. CORP. *SOJA 262 ORINOCO DRIVE 13457 OREGON ROAD 5 C5 BRIGHTWATERS, NY 11718, CUTCHOGUE, NY 11935 C5 Located at 13457 OREGON ROAD CUTCHOGUE, NY 11935 �5 Application Number: 2088603 Certificate Number: 2088603 e5 Section: Block: Lot: Building Permit: BDC: ns11 IS 5 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, Pool/Spa, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 14th Day of September,2006. Name OTY Rate Rating Circuit Tyne 5 C5 Miscellaneous 5 certificate includes-house- 5 5 pool&hot tub 5 Alarm and Emergency Equipment 5 5 Sensor 3 0 Carbon Monoxide 5 5 Sensor 10 0 Smoke 5 Appliances and Accessories S 5 Dj Pool/Spa Bonding 1 0 [rj Exhaust Fan 4 0 F.H.P. CJ S5 Oven 2 0 50 Amps S Dish Washer 1 0 1.2 KW 5 5 Hydro Massage Tub(Therapeutic) 1 0 S SFurnace 1 0 Oil 5 5 Steam Unit/Sauna 1 0 40 Amps 5 Air Conditioner 1 0 18.000 BTU L� Air Conditioner 1 0 24.000 BTU 5 L5Air Conditioner 1 0 42.000 BTU sea/ 5 U Air Conditioner 1 0 60.000 BTU Continued on Next Page 1 of 3 5 5 S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 DL3rftIfffl PLPLPQQPrJrJ� I PiJ�iPrP cncn rJ@PrJrJ�rJrJ�rJ�rrr�rrcnrJrPr PcP�nr nr�r�rJ@PcnrJ�iPrJ�r1rJ�cPcPr r�nrliJ�rJ�rJ�rJ�iJ�iJ�rJ� o rJrJ rrJ 3fcrrJr�crrJrJrJrJrJrJ�rJrJ�i_rrJ�rJ�rJ�rJ�rJ�crcPrJrJ�rJ�rncrrJ�rJ�rJ�rJ arJ�rJ�rJ�rJ�rJ�rJ�rJ�rJrlocPcrrJ�rJMMrPrJ�----rJ�crcrr.PrJ�crrJ�rJ�rJ�cPrJ�rJ� 5� SBY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU S 5 TY 40 FULTTON STREETF C NEW YORK, NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by 5 ALL WAYS ELEC. CORP. `SOJA r5 5 262 ORINOCO DRIVE 13457 OREGON ROAD 5 5 BRIGHTWATERS, NY 11718, CUTCHOGUE, NY 11935 5 5 Located at 13457 OREGON ROAD CUTCHOGUE, NY 11935 5 Application Number: 2088603 Certificate Number: 2088603 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 Residential 2400-2999 square ft. p 5 Described as a q occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 55 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, Pool/Spa, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 14th Day of September,2006. 5 5 Name OTY Rate Rating Circuit Type 5 5 Panels 5 5 1 50 5 5 5 5 1 100 4 5 Wiring and Devices 5 5 Outlet 125 0 Fixture 5 5 Fixture 116 0 Incandescent 5 5 Fixture 9 0 Flourescent 5 5 5 Outlet 216 0 General Purpose [5 Receptacle 113 0 General Purpose 5 S5 Switch 134 0 General Purpose 5 Dimmers 4 0 5 5 Receptacle 2 0 20 amp Laundry 5 SReceptacle 2 0 20 amp Appliance 5 5 GFCI Circuit Breaker 1 0 50 amp 5 Receptacle 26 0 GFCI L5� Disconnect 4 0 60 amp Air Conditioner �5 5 Disconnect 1 0 60 amp Pool/Spa seal �7 Receptacle 5 0 20 amp Pool/Spa 5 SContinued on Next Page 2 of 3 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 �sC�@PLPLPrssLrL3rl �����s��� v ❑° LIGI�C.I�LI�C.I�C.I�C.I�CnCPC.��nCnC.nC.I�C.�LI�C.�L.I�C.I�LI!!1I1111111,IAC.I0C.nGnLI�LnCPC.I�CPLI�LI�LI��n�nLI�C�C.I�Gn Cnr CnCnCnLI,C.nCnGI ISI I L R :nL3rL3 .PLPLrL3PL E 0° 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY C5 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 ALL WAYS ELEC. CORP. "SOJA262 ORINOCO S C� DRIVE 0 BRIGHTWATERS, NY 11718, CUTCHOGUE, NY 11935 C� Located at 13457 OREGON ROAD CUTCHOGUE, NY 11935 5 c S Application Number: 2088603 Certificate Number: 2088603 c5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic,Pool/Spa, c� C� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard S �5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other cl authority having jurisdiction, and found to be in compliance therewith on the 14th Day of September,2006. 5 Name (OTY Rate Rating Circuit Type 5 5 Fixture 1 0 Pool/Spa 5 5 Receptacle 1 0 GFCI 5 5 GFCI Circuit Breaker 1 0 40 amp Pool/Spa 5 5 GFCI Circuit Breaker 1 0 50 amp Pool/Spa 5 5 Service LC, 5 1 Phase 3W Service Rating 300 Amperes 5 5 Service Disconnect: 2 150 cb 5 5 Meters: I 5 5 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have 5 5 frequent test and/or repairs made by a qualified person. lL 5 5 5 5 5 5 5 sea. 5 3 of 3 5 e1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 [��rJ�rJrJ��c�[.fGlC.fGJr [.�tJ7rJ�[.PiJ[.Ca[.i'r r�r.1tJ�r�JCJar�Clr�E M R,CJ'c�lcFr [!O R 0!r�r�r�[TCJ[1C1r ltl�i�c1"'G�Cnr�r[�.rr r[�rrjt ffl3j rL3pL-r�rr� BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK -BOARDOF FIRE UNDERWRITERS 55 BUREAU of ELECTR.LUTY - 5. 40' Fl9LTON STREET — NEW YORK, IVY '10'038 5 �CERTIFFES, THAT 5 Ig Upon the,a`pplieation of upon premises owned py 5 5 ALL WAYS ELEC. COR,R *:SOJA 262 ORINO00 DR. 13457 OREGON'RD 5 BRIGHTI.HATERS,;ANY 11718', SOUTHOLD, NY 11971 5 5 Located At 13457 OREGON RDS SOUS iHOLD, NY 11971 5 5 Application Number 2©73769- 2073769 Number: 2073769 _ Section Block: Lots Building Permit. BDG. ns'11 5 5 Described as a Residential occupancy,,wherein the premisesselectrical system consisti,ng;of 5 5 5 electrical devices and wiring, describedbelow, located inion thepremises at:, 5' Outside; �j A visual inspection of the premises electrical ,system;, limited to electrical devices and wiring, to the-extent detad'edi 5 herein,, was conducted in accordance with the requirements of the . applicable code and/or standard prarnaulgated by the State of New, York, D'epartme'nt of ':State Code Enforcement and Administratibq, or other authority Having 5 j,,urisdiction, and found to be in,com,�pfianc-e therewith on'the Day,of 10th, Navember,2005, 5 Name QTY' Rata Ritin Circuit type 'Wiring and Devices �5+ Receptacle 2 0 GFCI 5 Service 5 1 Phase 3 W Service?Rating 300 Amperes, C Service'Disconnect: 1 I,U.O 'cb 7 Meters: 1 5 5 - 5 5 .sea''' _ 55 5 1 of 5 the 5 This certificate may not be altered in an .wa and is,validated only-by y y presence of a raised seal zt the rocationlindicated.. _ fOtKc49 z Fax (516) 765.1823 Town Hall,53095 Main Road nt Telephone(516) 765-1802 P. O. Box 1179 Southold, New Yonc 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O Nq / D v DATE:D1 !LO O b � 2 DY Building Permit No. Owner: Se 's .4 please print) I P Plumber: SGG� " �5p1DO, cd-iC (please print) I certify that the solder used in the water supply system contains less than 2/10 of l% lead. Plumbe Signature) Sworn to before me this LI day of l� � 1 ak, �N Yolk Notary Public, County Notary PubIN $otfal� Na.01D060 ` 1,20 Term FxP M FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30945 Z Date FEBRUARY 8, 2005 Permission is hereby granted to: L CORSO & ORS (SOJA) PO BOX 1044 CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE, COVERED FRONT ENTRY & REAR COVERED PATIO AS APPLIED FOR at premises located at 13457 OREGON RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0002 Lot No. 010 . 013 pursuant to application dated JANUARY 24 , 2005 and approved by the Building Inspector to expire on AUGUST 8, 2006 . Fee $ 3 , 181 . 20 � Authorized Signature ORIGINAL Rev. 5/8/02 2q/l V SOuryo6 l0 L �Z— © 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 CONSTRIXTION [ ] FIRE RESISTANT PENETRATION REMARKS: L4- 6 la--g-ob �j�-- DATE INSPECTOR " i *f3f SOury�6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� / °� INSPECTOR / v ' 765.1802 BUILDING DEPT. INSPECTION [ 7FOU'NDATION NDAION 1 ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �' INSPECTOR 30745 797 �o�, ofso TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [✓J FRAMING / TRAPPING ] FINAL [ ] FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 0 # * — lOV- Jp U �'C�.(," ws'wL TOWN OF SOUTHOLD BUILDING DEP(. v- 765.1802 3INSPECTION [ ] FOUNDATION 1 ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -�� 06 ��• DATE ��� INSPECTOR , tf souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE s ' � �� INSPECTOR -" V�OF Sall,%o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL //LL;�. [ ] FIREPLACE A CHIMNEY [/ ] IRE SAFETY INSP TION REMARKS: DATE q'�� �� INSPECTOR ho��q SOUlyo6 �L Z. '® 2 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. � �� 0 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: :L d ' CA44,44 7 DATE G INSPECTOR i �o�yoF souryo6 0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / [ ] FRAMING / STRAPPING [�FINAL / ', [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: tom . DATE INSPECTOR ENT Corp 218 Main Street# 301 East Setauket,NY 11733 Southhold Building Department Attention: George Gillen RE: Request for Drainage Information on Building Permit# 30945: Address 13457 Oregon Road, Soja Residence. To whom it may concern, The 2' drainage grate located at the base of the driveway of 13457 Oregon Road and near the adjoining property is connected to three 8 foot wide by 12 foot deep drywells located under the front lawn. The drywells were installed several months ago by Artco Drainage. During the severe rain several weeks ago,the drain pipe in the 2' drainage pit leading to the drywells still had the initial installation duct tape (used to prevent dirt and sand from filling the pipe during installation)partially blocking the opening to the pipe. This caused the pipe to almost immediately clog when the rain started. The first work day following the flooding depicted in the pictures shown to me by Mr. Gillen,the grate was removed from the drainage pit,the drainage pipe was immediately cleared of debris and the installation tape was removed from the pipe opening. The pipe opening was also raised about eight inches off the bottom of the drainage pit so as to prevent any possible future clogging of the pipe opening. Since the repair to the pipe opening there have been no flooding problems whatsoever. I hereby certify as the Project Manager for the General Contractor,that I supervised both the installation of said drywells, as well as the repairs made to the drainage pipe opening subsequent to the date of the flooding depicted in the pictures shown to me by Mr. Gillen. Resp tfu yours, Frank Panucci Project Management for General Contractor Colonial Construction Management. Louise A. Agnes, Architect, P.C. member american institute of architects Residential •Commercial r� r � i4 111 MAR 2 9 March 27,2006 - Town of Southold Building Department Town Hall 53095 Main Rd.,Box 1179 Southold,NY 11971 RE: Soja Residence 13457 Oregon Road Cutchogue,NY To Whom It May Concern: As per photos and measurements taken by contractor/owner,the average grade is approximately 2'-3"below first finish floor. First finished floor to top of ridge,if built as per plans, is 32'-T'. Therefore,average grade to top of ridge would be 34'-10". (Obviously average grade to mean roof height would be under the required 35'-0". Thank you for your time on this matter. If you have any questions and/or comments, please feel free to call me. Very Truly Yours, FRED qRc Louise A. Agnes LA/keg Ce. - /ylar4„c�5 � 9h� d OF 162 Laurel Avenue ■ Northport, NY 11768-1722 • 631-754-2950 ■ Fax: 631-261-9465 Cell: 516-3BC42277 ■ email: LAgnesArchitecc@aol.com � . �'!l.�•.�..._„ �,, �, �, � �- -ate A -" .gar t_ � /...c'.a.r_ ► �<' old 10 1 B14:0 RM it rl',i/ Iva��l�'a�aSt�>"�__•�i r IWALOWO • / I •a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502Survey www.northforh.net/Southold/ PERMIT NO. Soy efS_z-- Check Septic Form N YS D.E.C. Trustees Examined 2005 Contact: Approved l.r9f .20 DS Mailto: Martin Soja Disapproved a/c 62 The Waterway, Manhasset, NY 11030 Phone.516 627-5223 Expiration DS,200(. Building Inspector APPLICATION FOR BUILDING PERMIT Date January 18 ,2t5__ INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. e , f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ` issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 62 The Waterway, Manhasset, NY 11030 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Cantract Vendee Name of owner of premises Luba Corso, Regina Corso and Monica Corso (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 13457 Oregon Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 83 Block 02 Lot 10. 13 Subdivision Nina Stevens Filed Map No. Lot 2 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Residence 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $750,000 Fee $1,593.30 (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 3 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N/A 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 73 Rear 73 Depth 117 Height 35 Number of Stories 2 9. Size of lot:Front 276 Rear153 Depth 663.81 (irregular) Subject to issuance of building permit 10.Date of Purchase S!' Nameoflzat arOwner_ Louis, Monica & Regina Corso Present 11.Zone or use district in which premises are situated R80 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO--X- 13. OS13. Will lot be re-graded?YES_ NO Will excess fill be removed from premises?YES NOS 62 The Waterway 14.Names of Owner of premises Martin Sola AddressManhasset, NY PhoneN05. 16 627-5223 NameofArchitect Louise Agnes AddressNorthnort, NY PhoneNo631-754-2950 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X 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 X NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. (attached) 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OINas Sau ) Martin Soja being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Heisthe Owner (Agit) (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 tobefore me this .a.Odh dayof J&.n wa/ 200 Appy' HEATI t5S EN Signature o NOTARY PUBLIC,State of New York No. 01BE6103824 QueNded in Nassau County Conwnission Expires %12-4 i New York State Department of Environmerkal Conservation Am of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 dhow Phone: (631)444-0365 - FAX: (631)444-0360 Website: www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT Martin Soja August 30, 2004 62 The Waterway Manhasset, NY 11030 Re: Soja Property, ROW N/O Oregon Road, Cutchogue SCTM # 1000-83-2-10.13 Application #1-4738-03387/00001 Dear Mr. Soja: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property landward of the top of the bluff as shown on the survey by Howard W. Young, dated 5/5/04, last revised 6/1/04, is beyond Article 25 (Tidal Wetlands Act)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that 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 other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area)or erecting a temporary fence, barrier, or hale bay berm. 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, Mark C. Carrara Deputy Permit Administrator cc: MHP T. Wolpert, Young &Young File DEPARTMENT OF THE ARMY NEW YORK DISTRICT,CORPS OF ENGINEERS JACOB K.JAVITS FEDERAL BUILDING NEW YORK,N.Y.10278-0090 SEP 08 2004 REPLY TO ATTENTION OF: Eastern Permits Section SUBJECT: Joint Application with New York State Department of Environmental Conservation Right of Way N/0 Oregon Road, Cutchogue/ NY 11935 Martin Soja c/o Young and Young/Attn: Thomas C. Wolpert,PE 400 Ostrander Ave Riverhead,NY 11901 Dear. Mr.Wolpert: We have recently received a copy of the Joint Application for Permit you filed with the New York State Department of Environmental Conservation(NYSDEC). Please be advised we have reviewed the Joint Application, and based solely upon the information provided, it appears that a Department of the Army permit is not required for your proposal. The Department of the Army regulates construction activities in navigable waterways and discharges of dredged or fill material into waters of the United States, including inland and coastal wetlands. If your proposal would involve such work, and has not been portrayed as such in your Joint Application, you should contact this office immediately so that a project-specific determination can be made as to whether a Department of the Army permit will be required. Any inquires should be directed to the Regulator-of-the-Day at 212-264-6731. Sincerely, L� Michael G. Vissichelli Acting Chief,Eastern Permits Section DEC Application No.: 1-4738-03387/1 d S VBIr i 3_-YHR i S VENT yar Rppp I rLA � I a MAI" � enm� y� a�o4ae�rRr0+9�oknr �rI �r Ir it Ir Ir �z Iz Cr Ir k b' wr I I I I I I I I w.c I 1 I I I wA. I I TM I I I I 1 I xcow noon Ir I c.o I b.�T I S co 4F /T1C.o. Z uJ� //f I `1����� wsnm// I I rama"I IIj Ir� > � ROOD I I` _`_ /'f i 4. I i I AWIR Ir I Ir 1z / I I Ir M TH I I I I // Ir ( w�uu. i I- I I reon I I I .1 rR5i HOOK NR Vdf I I S CAX S wtr LA. S S I M4111. I llOm o. o. mueSue I I I roweeavcawr� 5'0..1i� K'�SI�NC� 1DMd1wTw PLUMBING R15ER DIAGRAM CUra iO", NY. A�uCy�T� LOUISE A. AGNES A.I.A. ARCHITECT `� �'�•ca��'�,�'� 162 laurel Avenue �) NORTH(POR.631) 75E1-2OM 11766 Fax (631) 261-8485 Mo. 1570— yp�� 0F NF$ Permit Number AO RFScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RESchent Solware Version 3.6 Release 2 Data 5lename: C:\PROGRA—I\Chcck\RESchock\0493-S-2.RCK COUNTY: Sutblk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric G�SjERED qR WINDOW/WALL RATIO: 0.14 �`��o�\BE a. a�Oti�r 1P Com' DATE: 08/02/05 PROJECT DESCRIPTION: SOJA RESIDENCE 13457 OREGON RD. 9�F ° 1525a CUTCHOGUE,NY OF NEW IOe DESIGNER/CONTRACTOR: LOUISE A. AGNES ARCHITECT COMPLIANCE: Passes Maximum UA= 1030 Your Home UA= 878 14.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimffiff R-Value R-Value U-Factor la Ceiling 1: Flat Ceiling or Scissor Truss 2939 45.0 0.0 79 Ceiling 2: Cathedral Ceiling(no attic) 909 30.0 0.0 29 Skylight 1: Wood FramaDouble Pane with Low-E 70 0.440 31 Wall 1: Wood Frame, 16" o.c. 5596 21.0 0.0 269 Window 1: Wood Frame:Double Pane with Low-E 506 0.340 172 Door 1: Solid 104 0.140 15 Door 2: Glass 266 0.340 90 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 4103 19.0 0.0 193 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer i Date Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSofiware Version 3.5 Release la Data filename: C:\Program Files\Check\REScheck\0493-SOJA.rck AR COUNTY: Suffolk �Gl� r` GyFSr6c� STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Familv 1 1 HEATING TYPE: Non-Electric DATE: 01/19/05 9�Mo 752 PROJECT INFORMATION: �F NE`N y SOJA RESIDENCE 13457 OREGON RD. CUTCHOGUE,NY COMPANY INFORMATION: LOUISE A. AGNES ARCHITECT COMPLIANCE: Passes Maximum UA= 1030 Your Home UA= 878 414.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2939 45.0 0.0 79 Ceiling 2: Cathedral Ceiling(no attic) 909 30.0 0.0 29 Skylight I: Wood Frame:Double Pane with Low-E 70 0.440 31 Wall L Wood Frame, 16"o.c. 5596 21.0 0.0 269 Window l: Wood Frame:Double Pane with Low-E 506 0.340 172 Door 1: Solid 104 0.140 15 Door 2: Glass 266 0.340 90 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 4103 19.0 QO 193 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Lwt5� /6- /f S Date 9 5 =: •• " Applicant/ C Date. Owners Name:.,�/In--`�� Reviewed: Architect/ ,� Qate" Chgineer; Submitted: SCTM 9: District: 1.000 Section: 131ock: Lot: �Q• �� Project Subdivision 1 Location: 7 Q T_ Name: r Single&separate Required =— 1 certlfi"tion: (Yes f No) —/ Actual: ( 1-1 'Coiling 1)istricl:��"— (Col size: IT I�off• !�� � (Wcoverage )•�r •Ilrupascd Req Rcq ( Req. (front Pard �Proposed: . / •I (Side Yard Proposed: [Rear Yard�_ Proposed— Project Description-. ' �.GENCN'$ERMITS - Pel). �tEQUIRED FOR R>CVXEW1 .A ISO YES Number Suffolk County Health p Now York State D.E:C. Town Trustees / J r Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation Flood Zone: _ — • r. P vf � o a M r 4 46 Young & Youngs 400 Ostrander Avenue, Riverhead, New York 11901 011�D N 631-727-2303 2303 lJ Aaw¢rd N. Young, Land Surveyor AA1D S Thomas C. Wolpert, Professional Engineer �E�2 1V Robert C. Test, Architect 8 LONG IS Ronald E. D uglasE. Adasnna, professional Engineer § N80 36 41 ;tle HIGH WATEP APNP02I22Ip5 —_ \ . i. 131.722.93' OM 4' BOTOF BWFF li` ° OF BLUFF s {I `;flt le•o . Do BOLNHEAO ALONG BOTTOM RB• \`\ ` `S3• �R TOP GF BON 02122/OS ' ' \ •i 8• L°CATEO €lG - - — 1 S30O3 // / ��COASTAL�AN,*NRD,ANDof I 3 trop / ' � '2A• 1 ?'ae� ✓, \`\ 3� E °!y \ SP ee \ 11 °Lr O^ Ah eye ,70 � °%. ey 4o�� 0 NOTE \ \ S ° ve• 9Sr y cl% L/ 11 AREA = 1.8145 ACRES $a <'O >>. I? , o„ dry; Li d . (/' r 0 /rte e^/ p 70 L,I,00,�0 FO @Qy F `\ O^S r ^,: foo 6/e • THIS MAP IS BASED ON FIELD SURVEY COMPLETED MAY 9, 2003. 6) o ,f0^� 70 ) erj s D 282 St. O^SO ,'\ '13a 49 S LS3' o 3810 E e6s O> 1p6o co° e °,. N SURVEYOR'S CERTIFICATION 'PeS� °r f \`\ 2j�9' 1CA%.LZ-�/ J 19�F5, \ THATEHEREDY CERTIFY TO TFIIS SURVEY WAS PREPARED' IN ACCORDANIN SOJA CE NTH THE TrIE SOJA P/,. 'Ll0 0^ 6.9 / AN `\ CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW e O CO,C�7Pr� ��\ / �N 5 X2'5 ��\ YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. "d Y -00 CO„ , RDW SOSW � � Rt9h /e 92 meT\y e F . Slee\e � PrtYN'� g cTyy�iF Of fOT ,ec r 4 g, / f\O a 6L HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 S„eel LAND ° ry� \ SURVEY FOR MARTIN SOJA & ANN SOJA LOT 2, MINOR SUBDIVISION "NINA STEVENS” @s� At Cutchogue, Town of Southold s�e; ({CS f{oak Suffolk County, New York €" 0 or JOty C County Tax Map District 1000 Section 83 Brock 02 Lot 10.13 & \ FOUNDATION LOCATION SURVEY 0." ADDED TOP OF FOUNDATION ELEVATION NOV. 8, 2005 ° `O FOUNDATION LOCATION SEPT. 23, 2005 REVISED LOC. OF PROP. HOUSE, DRIVEWAY & POOL MAY 23, 2005 UPDATED BOUNDARY SURVEY MAR, 2, 2005 O REVISED LOC. OF PROP. POOL JAN. 31, 2005 AMENDED TO SHOW NEW HOUSE JAN. 14, 2005 V� AMENDED TO SHOW REBAR SET OCT. 20, 2004 g, F REVISED LOC. OF PROP. HOUSE & DRIVEWAY AUG. 23, 2004 $»s= REVISED LOC. OF PROP. HOUSE & DRIVEWAY JUNE 1, 2004 a �I f MAP PREPARED MAY 5, 2004 _ SCALE 1" = 60' 5 EI MONUMENT EST MONUMENT FOUND STAKE 4T OF A� STAKE FOUND O- RESAR SET e0 POOVEN JOB NO. 2444-4214' FL a I DWG. O. 20 0214_foundetion_loc �i Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 p�Np N 631-727-2303 ��� DS Howard W. Young, Land Surveyor �, ISLAN Thomas C. Wolpert, Professional Engineer to, LONG Robert C. Twat, Architect 6 Ronald E. Pfuh4 Landscape Architect Douglas E. Adams, Professional Engineer TE UNE ALONGARK 02/22 APPR005 .36,40 E \ _ _ - - IN HIGH WATER MSBO 2293 — ,_- 131.74' BOTTOM OF BWFF "' '------y SANITARY MEASUREMENTS D OF 0Wff ST A B WOcO BUIJ<HEAO ALONG BOTTOM yes \ 3 S, S.T. 10' 2T Off, C.P. OF BLUFF AS _ _ _ 28 32 TOP G 15/92 _ \ LocATEo oN / \k l-e,? 1 n n/� a§x ��s300. 2)B i/ . ' _ ps \ I �' it -consTAL cRosloN H of^THF `\ .e BLUW 05 1 TINE 25• INIOWARO p._ TOP 02/22/ iiilll SYS \ �'LocATFD _ _ — w 2'SS I TOP OF ewFF '\• i ,n 7y, bs mDE o�MDDDS ice- v o All yF� O 10 \\ h i E� �° 1 ^/y 4 1 41 Rw epi °� 0� NOTE "�5 ° O / w 9Cr 1 /F. V, 110, AREA = 1.8145 ACRES $ �€ 04/S '�erc `bv°' 3i ��Jr�4. `\\ Oj 0//.�@// Ce `3 '°1� yOµ k ^po y10�p GF 6L J HOUSE OFFSET DIMENSIONS SHOWN HEREON ARE TO C "a q, ry C'tr�Y?Pq sa„ `\ 9° °oo FOUNDATION. �,Q, 000 O �0 v*s zp°w fie, O �00 eel- 92 °' sr ?e2 Str ^ rb S `6 y o 138 49 00" �. or ,\ SURVEYOR'S CERTIFICATION a .� �CMSQ °^ ry 19855 • WE HEREBY CERTIFY TO MARTIN SOJA S ANN 90JA /° • , \O. / ' 67- o`'5,ep \\\ THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE � 5 O O � p0 V'1 CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEWYIS CO/00 P^l \`\\ �S) KEW 723610 YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. s� 00 gw 9 s0 1 76.5 W NEW YtiRIX cl� �/ t 0{ NJ 5 0g 56 \e Stee HOWARD W. YOUNG, VY.S. L.S. NO. 45893 ° "y SURVEY FOR FyO MARTIN SOJA & ANN SOJA " LOT 2, MINOR SUBDIVISION "NINA STEVENS" T At Cutchogue, Town of Southold Wa OF Suffolk County, New York � g a 6Oy _fno\N Of �fTS{{O\k County Tax Map ol,o-mt 1000 S,&naD 83 Bm.N 02 Lt 10.13 � B C° FINAL SUFZ;ZN EY e z AMENDED FINAL SURVEY OCT. 5, 2006 FINAL SURVEY AUG. 17, 2006 ADDED TOP OF FOUNDATION ELEVATION NOV. 8, 2005 ° FOUNDATION LOCATION SEPT. 23, 2005 �C REVISED LOC. OF PROP. HOUSE, DRIVEWAY & POOL MAY 23, 2005 >' UPDATED BOUNDARY SURVEY MAR. 2, 2005 ' O REVISED LOC. OF PROP. POOL JAN. 31, 2005 AMENDED TO SHOW NEW HOUSE JAN. 14, 2005 Y ' AMENDED TO SHOW REBAR SET OCT. 20, 2004 ' + m ' REVISED LOC. OF PROP. HOUSE & DRIVEWAY AUG. 23, 2004 ¢eb3 E O REVISED LOC. OF PROP. HOUSE & DRIVEWAY JUNE 1, 2004 s4� B MAP PREPARED MAY 5, 2004 SCALE 1" 60' FS fil 0 MDNUMfNT SET .MONUMFNi FOUND = STAKE SET . STAKE FOUND Q. REBAR SET Q. ISBAA FUUND qD. ROOF OVER JOB N0. 2006-0353 DWG. 2004_0214_fs Ing 07-K Z-- Young & Young 01$ 400 Ostrander Avenue, Riverhead, New York 11901 —� II ISI I'ti 631-727-2303 b®®®� LANA SOUND Howard A. Young, Land Survycr G IC _ Th--w C. Aolpert, Profeaeionol Engineer �b LON J n'T 4 2f105 Robert C. Tmt, Architect 6 Ronald E. Pfuhl, Landscape Architect 'L Douglm E. Adams, ProfeeeionaL Engineer G APPRO%. N6o•36'40"E \ r .. E wA R MAPR 02/22/o5 - _ I GLD 131.74 22.93 eorroM of BLUFF N81'29'16"E - \ Rw s W E ° µp00 BMLxREAa ALONG TOPoFp ON of/22/as Locnr 1 / LOAStAL ER OF O i NE tOP o25 f B UFF ARO C X46 4- sP i eR ` A ,II `04„ Oi• \ h8 o„ o so NOTE s� AREA 1.8145 ACRES gill 's /r10/ g4, @COO9O c '1P.CIO 0� � O6 THIS MAP IS BASED ON FIELD SURVEY COMPLETED MAY 9, 2003. O O,• Tr 9i7o o?�e^ 0 /0 \ s° `\ So .•\ 138 4g' `Sds� o 123810 E .000, oe P C). 0, s2j y SURVEYOR'S CERTIFICATION �P`VO °�• �, ``\ 9, ,F�lyj �� tcj • WE HEREBY CERTIFY TO MARTIN .11A S ANN 1111 B ,y622 \ THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE 40 oy/ �e / N 69 O� `N CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW *gyp@� C c, �y \ 3$1 YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. `Ila o-so CTo R@3e M paw b3 e ^sO � 16625 W \ NEWyo. S 6g5 i h / e\eCO/ � R1g z 992 ec\y 5te � f *Of 0 8\e & HOWARD W. YOUNG, N.Y.S. LS. NO. 45893 4569 O "N69 25 \ mo0h j 5 F�LAND ° "y \ SURVEY FOR ON MARTIN SOJA & ANN SOJA ph LOT 2, MINOR SUBDIVISION "NINA STEVENS" Ito At Cutchogue, Town of Southold !9R€ of {o<�f{o\k Suffolk County, New York is \ 00 O SO y \ County { County Tax Map memst 1000 se.mR 83 Bmcx 02 Foo 10.13 ® \ \ FOUNDATION LOCATION SURVEY O�, \ r,\ 9 o 20 FOUNDATION LOCATION SEPT. 23, 2005 C- REVISED LOC. OF PROP. HOUSE, DRIVEWAY & POOL MAY 23, 2005 UPDATED BOUNDARY SURVEY MAR. 2, 2005 O\ REVISED LOC. OF PROP. POOL JAN. 31, 2005 �•� AMENDED TO SHOW NEW HOUSE JAN. 14, 2005 (_\1 AMENDED TO SHOW REBAR SET OCT. 20, 2004 6�h3 O_'9/ REVISED LOC, OF PROP. HOUSE & DRIVEWAY AUG. 23, 2004 `-Q REVISED LOC. OF PROP. HOUSE & DRIVEWAY JUNE 1, 2004i�MAP PREPARED MAY 5, 2004 Y� SCALE 1" = 60' FL pelt A - ea UMT s1 ■ - MONUM.T FoUN. A - sM� ser ♦- SWE r KO 0- Rot.w SU Ro- Ro 0v JOB NO. 2004-0214 ��a� DWG. 2004-0214—Poun dation—los G G x19 ISLANDSpUND Young & Young 6E ,IAN 2 5 400 Ostrander Avenue, Riverhead, New York 11901 LpN V DND APPRO% N' 631-727-2303 IS, L I Ace ff. Young, Land a. w w�iER MARR j Thom" C.dFot ert. Professional n�neer �5a 37'45" E e/\5/ez TI _ P G0 �p e E 79. — RE. P C. Teat, Architect N 92'02'01' N 107. 5' Ronald R. Pfvh4 Landscape Architect €� � 44.98' \ - _ -_-- --- -----I—II—TOE OF—%g ___= h�-;''"' \ HEALTH DEPARTMENT USE 9UFF=C0UMYDVAR7WNf0FMA1,THSl IYICFi PI FOR APPROVAL OFCONSMUCnON FORA p"7AIGLE FAMILY RESRIENCE ONLY g 1ciED ssrz 25 ! 2P RD-0 _ I tac eouN s/ / HAZARD uNE '70 DATE 17/ 8REF.NO. •V Ool��/ € EROSION & OWL F (L PG 3a�jS COASTAL OE nyE TOP < \ APPROVEDS.d OL o�, ddY —tiJF IIII . I I III _ III 1 I A I I ^ \ FSE vsi�il I I II ',v II li 1}G �ePaovEOE As O f0 FORMAXIMUM OF�BEDROOM9 a� IOU 0111 O/�/hP\ 6 � g `-az Ida1� '"T150adi\ns1oN r �IRB$Tf&EEYEARS FROM DAT80F APPIUIVALaFgFN \\ �Q ____� 4 \\\ / -h6•/ PO "I I I 1 OSED LOCAl1as 9P y e io EXCAVATIONiNbi C7'9fiNli TUiACA IeW n ° �\ SANITARY �€I� r- -_--_-' _—eco__- �_�,,,„,,7 FOR 3ANIT a ee \ C�O~SO �o� ------ '�� 1 � se',`s q°�Wa't. 4'pc N'C`O �0 PI9G >PF = a'_ p o, NOTE 2 0o>/ L II I \`,/ I `\ C26 'o 'L'1�e7 D AREA = 1.91S2 ACRES ' o% 0 000 C\ s" ' \\ ` 1 '`�` e 2 P of'7@l, 51`3 �i I+=1So• o O / S 0/00 °sem \ ,� I / �', o Q�4° \ °OOJ • VERTICAL DATUM = N.G V DATUM (M.S.L. 1929) @k • THIS MAP IS BASED ON FIELD SURVEY COMPLETED MAY 9, 2003. \ Appr0VM1I`6_aYCao ldaDp9 MlIDaO ofRwlwv 6 9 9• �g8 4g' S S3 o \ / ,O, B6 00•- o`o4i \\,\ �6J V - --`` N 7X38 S• IC 9U6JECTTOCCNVa7ANTS8HE8TFiIC710N9 LIB Idso6 hcoS C\oh CTOrpr f \ \, / /_� upTM pow ,9a 65 \ _ �- so 00 0, S 'J \\\ '\ OSEO 3{Jf A \ \ '�e� pPGbo iy w " �i 5 7738��' W SURVEYOR'S CERTIFICATION Ryl �oCo � pdle s O o O { 5 so CkNEWgL. i A / - 00\N \6 f rl ,eorr CD 3apW y SG C e CO R to I. ui'a. 4T \ 2 5 r �' 'W' c�-- \ N6g 56 pfhy j ,;ti (�'' 9�1 :LQ � 7'6" /�J it � ° ocG HOWARD W. YOUNG, NYS. L.S. NO. 45893' � \ DeEu1rvG J5c'w�' \ !, 4589�g Pool �`�T \ wJ N LANDr' MAP PREPARED FOR naIl M AR TI N SOJA PAnO Nis ti n,I,=ti n1 aid e�ep � 4Nei A°,hfHf°�.0� -' �_ - , � {0 erfy0\k LOT 2, MINOR SUBDIVISION "NINA STEVENS" IM �\ ��' S ff I Q��Ssdo' 9 ow or Of o At Cutchogue, Town of Southold sg a� k9�° Pyr county Suffolk County, New York County Tax MOP District 1000 S«Im. 83 sm.a 02 fiat 10.13 BUILDING PERMIT PLOT PLAN ,1 V� INSET SCALE: 1' = 30' �w REVISED LOC. OF PROP. HOUSE & DRIVEWAY AUG. 23, 2004 l`v3 Q REVISED LOC. OF PROP. HOUSE & DRIVEWAY JUNE 1, 2004 MAP PREPARED MAY 5, 2004aa o ®®®y ¢ ❑ - ucxuuwr gr - uauvuwT Pouxo p - sucE gr ♦= GT.x Pcuxn on - FS.owv SCALE 12004-0214 OB N0. O P 16� DWG. 20040214 bp HAD { SUPPLEy�NTARy CONDITIp�g OF THE CONTRAr[T FOR JIB LIST OF ABBREVIATIONS S\ o- CONSTRUCTION OF THE SOJA RESIDENCC 53. All lumber shall be Douglas Fir Larch #2. Design values shall be that as published in F AFF-------ABOVE FIN FLOOR MAS-------MASONRY G TO 9� Ts, FF2. American Forest and Paper Association Wood tame Construction Manual. (W'FCM) ALUM------ALUMINUM MATL------MAERIAL ��EII I1995 Edition, for 1 and 2 story dwellings. (as per R301.2.1.1 Section 1 ) APPD------APPROVED MAX-------MAXIMUM AF,�P �' [�' 9 AIL SHEATHING P 9 54. All lumber shall be fastened as er the Wood Frame Construction Manul P F TO EACH RAFTERor shall check & verif all condifi0as at the site liar to $coffin of Wolk and he APPROX----APPROXIMATE MECH------MECHANICAL �, 6 �P �' 2 Z iliarize himself with lye intent of these plans and make work a tee with the same. pBD--------BOARDMFG-------MANFACTURER � � rh l 9 fastening table 3.1 (as per R602.3(1) BBD-------BUREAU BLDG DESIGN MIN-------MINIMUM GS� 6" `Pp. EVERY 6" 9 or or owner shall obtain a Building Permi from the local town prior to starting any / work. If contractor or owner does not receive a permit prior to start of construction the 55. Design Loads: BLK-------BLOCK MISC------MISCELLANEOUS Architect holds no responsibility in correct code compliance nor dissimilar interpretation of Local L.L. D.L.. IDB echo BR--------BRICK MO-----MASONRY OPENING ROOF C UCTION P }' P P 1 360 BSNT------BASEMENT MTL-------METAL z o codes by the town plans examiners. 1st Floor 40 psf 15 psf 3. Contractor shall obtain all required approvals, permits, certificate of occupancy, Inspection 2nd Floor 30 psf 15 psf 1/360 CEM-------CEMENT (N)--------NEW = J=o approvals, etc, for work performed from agencies having jurisdiction thereof. Attic- Limited Storage 20 psf 10 psf 1/240 CER.r.-----CERAMIC TILE NIC-----NOT IN CONTRACT SIMPSON STRAP TIE LSTA15 ARCHITECTURAL' INGLES �"w 9 P P CL--------CLOSET No--------NUMBER PLACED OVER RAFTER TO RAFTER 4. All work shall conform to the Resldentual Code Of New York State 2002 Under 3/12 Attic-Non Storage 10 psf 5 psf 1/240 (must be under 3"/12" slope) CLG-------CEILING N.T.S.------NOT TO SCALE 3/4" CDX PLY OOD OVER 30X8. FELT PAPER (USE 12-10d NAILS) RAFTERS SEE PLANS z f z Building Code, State Energy Conservation Code and all rules and regulations of Roof < 3/12 + 45 psf ground 7 psf 1/240 COLGOIND------COLUMN OF-----OUT OFFICE ( ) ti Roof r 3/12 + 45 psf ground 7 psf 1/180 GONG BL----CONCRE E BLOCK OPNG--- --OPENINGIDE METER SIMPSON STRONG TIE LU26 MIN. 1" SPACE FOR VENTING OF INSULATION Town of course of c Cathedral Ceiling certain psf ground 15 psf 1/240 ____ 5. If in the course of construction a condition exists which disagrees with that as indicated on *) NOTE: Reduction of live loads on certain roof itches (See ASCE 7) DEMO---DEMITION CONSTRUCTION PLM-POUNDS PER LINEAR F00 PLACED ® EACH RAFTER p PLMB------PLUMBING USE 20-10d OEACH END R-30C INSULATION these plans, or if there are an inconsistencies on the plans, the contractor shall stop work 56. �esign timber stress to be size adjusted lumber 875 psi - Douglas Fir construction grade 2 or DEPT------DEPARTMENT ( ) y PLYWD-----PLYWOOD /8' GYPSUM BOARD > �� and notify the architect. Should he fail to follow this procedure and continue with the work, better, modulus of elasticity of 1,600,000 psi Douglas Fir No. 2 and Southern Pine- No. 2 dense DET-------DETAIL PERFAB----PREFABRICATED aQ In shall assume all responsibility and liability arising therefrom. shall be considered acceptable species and commercial grade. Lumber shall) be graded by a DIA-------DIAMEER..OR 0 PREFIN----PREFINISHED 1 24" WIDE SNOW AND ICE GAURD o o s 6. Architect has made various assumptions that only can be verified in the field after partial recognized gradin and inspecting bureau in strict accordance with industry! standards and by ON--------DOWN PRELIM----PRELIMINARY SIMPSON HURRICANE TIE H6 demo has taken lace. If assumption is correct continue with work. If assumption is incorrect t DR--------DOOR PROVD------PROVIDED p p b it's use as gindica ed in the drawings. Grade markings shall be clearly printed on structural members DWG-------DRAWING R---------RISER PLACED AT EACH RAFTER stop work and notify Architect immediately. In most cases assumptions can a verified prior to and where possible shall be left visible. (E)-------EXISTING REF.-----REFRIGERATOR (USE 8-Bd C�EACH END) _ start of work with test holes, if this can be done -it is expected to be done prior to start of work. 57. Double joists under all partitions parallel to same and around all openings and under all baths. EA--------EACH REINF-----REINFORCING SN011 A _ FACIA BOARD AS SELECTED BY OWNER 7. The Architect/Designer assumes no responsibility for construction conforming to these plans; 58. icroLmn LVL's and " I" Joist's are to be installed in strict accordance with manufactures s ecifications.Microlom LVL's and EL--------ELEVATION RENOV-----RENOVATION means of construction, methods, techniques, sequences of procedures, or for safety precautions P ELEC------ELECTRIC RET-------RETURN 9 9 P Y P I Joist's to be by Trus Joist Silent Floor System. No substitution Is allowed without written consent of Architect SEAMLESS COPPERGUTTER ENOL------ENCLOSED REV-------REVISE < and programs in connection with the work, or has he/she been hired for supervision unless specified. prior to construction. RM--------ROOM Eq--------EQUAL CD oQ B. Contractor shall be solely responsible for the correctness of dimensions or quantities and for the EQUIP-----EQUIPMENT SCHED-----SCHEDULE SOFFIT fitting to other work; for work to be confirmed and correlated to the site; for information 59. Builder is to procure a placement plan from "I " Joist manufacturer. (Trus Joist, A Weyerhaeuser Business) SEC-------SECTION e� pertaining to the fabrication procedure or to the means, methods, techniques, sequences and EWC-------EXEC WATER COOLER N 60. For 1.9E MICfOIam LVL: EXH-------EXHAUST SH--------SHOWER 2' CONTINUOUS SOFFIT VENT w Ir ocedures of constructions; and for the coordination of work with all trades. The verification a A minimum of 3" of bearing at ends, FIN-------FINISHED SPEC------SPECIFICATION Of the physical interrelationships of elements of the work from plans and specifications and b 16", 18' and 20" deep beams are to he used in multiple units only. FI%T------FIXTURE STL-------STEEL v in the field is the contractor's sole responsibility. Architect's review of the contractors c Nailing pattern for assemblyy of multiple units is to be a FT--------FOOT STD-------STANDARD submissions does not relieve contractor from these responsibilities minimum of (2) rows of 12d nails at 12" o.c., (3) rows of 12d nails GA--------GAUGE STOR------STORAGE O < o a GALV------GALVANIZED SURF------SURFACE C,4 -C 9. Architects site plan is only schematic. All information is as indicated on owners survey and shall at 12" o.c, for 14", 16", 18" and 20' beams. GEN-------GENERAL SUSP------SUSPENDED prevail. d) Assume Fb = 2,600 psi, E - 1,900,000 psi. GL--------GLASS SYS-------SYSTEM CDC� 10. Do not scale drawings. Written dimensions supersede scaled dimensions. 61. For "I " Joist's: R- ------GLAZING TFW--TOP OF FOUND. WALL Cn Oz inspections and/or observation of the construction. GR--------GRADE TEMP------TEMPORARY Cn 11. Architect has not been retained for on site ins p / a) A minimum of 2" of bearing at ends, GYP-------GYPSUM TO------TRIMMED OPENING EJ'- p m 12. The standard form, A.I.A. Documents No. A-201, of the American Institute of Architects latest b) Lateral support is required at bearing points. HOL. MET----HOLLOW METAL TR--------TREAD cum edition Articles 1 through 14 inclusive, is hereby made a part of this specification and the terms H.P.------HIGH POINT UNFIN-----UNFINISHED .`S� � H Q thereol bindin to the contract agreement to the some extent as if herein written out in full. A ID--------INSIDE DIAMETER UTIL------UTILITY 62. All headers to be (2) 2"X10" unless otherwise noted. INCL------INCLUDE VERT------VERTICAL CU copy of this ocument is available at the office of the architect for examination. voL-------VOLUME 0.� ��G T qi T 13. Owner warrants that contracts to perform the work contemplated b these plans will,not 63. Provide Douglas Fir Plywood manufactured to meet applicable U.S. commercial and American Plywood INSUL------INSULATE V.I.F.----VERIFY IN FEILO P� �F9/s'SF s ¢ a deviate in any material respect from the general notes heren and tie pertinent drawings and Association Standards: LAM-------LAMINATE F. P F y q '- LAV-------LAVATORY V.W.O.--VERIFY WITH OWNER P 0 /gy y9y o specifications. a Flooring - 3/4" thick - interior (b-d) LF--------LINEAR FEET Wo--------WOOD T C z o v m b; Roof and sidewall sheeting - 1/2 inch exterior (c-d) _------- P =- STIB11111 LT 64. On all cathedral ceilings and around all skylights, notch hales as allowed byNew York State KEY TO SYMBOLS yG� N v 14. General: Submit samples, shop drawings, roduct data, test reports and data, manufacturers Code for Draper thru venting of batt insulation to allow for clear venting Wom soffit vents CEIl1NG CONSiRUC110N Te name, certifications, and procedures for al specified Items and as requested b Architect. Shopthrough to i e roof venting system used. NEW WALL i„ P P 9 y e 65. Provide fire stopping in floors, walls and other framed com ositionls as re uied b the Nwe York State 2002 Building Code SIMPSON STRAP TIE AFTER ARCHITECTURAL SHINGLES drawings shall conform to the best standards of the construction industry and shall be prepared PP 9, P 9 Y 9 PLACED OVER RAFTER TO RAFTER by and under supervision of competent engineering personnel. and any local codes having jurisdiction. 3/4" COX PLYWOOD OVER 30LB. FELT PAPER 15. Stress graded lumber and timber. BEARING WALL (NOT REQUIRED IF 2"X4" C.B'S es o lumber used WINDOWS k DOORS RAFTERS SEE PLANS a) submit name of supplier and certificate of inspection stating grad f ®16"O.0 RAFTER TO RAFTER IS ( ) in fabrication 66. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, maagnetically h) Submit name of manufacturer of metal structural timber connectors with printed weatherstripped, including an aluminum saddle. (± USE ® UPPER 13 OF PLATE TO R-38 INSULATION) MAY VARY / w � product catalog. 67. Where existing walls are to be removed or new openings are called for in existing walls, prior to removal of existing UNDERSIDE OF RIDGE) �r 16. Structural Steel: walls, ceiling beams, roof rafters, ect., contractor shall brace existing until anew header as specified is installed. SO SMOKE DETECTOR (USE 12-lOd NAILS) `� MIN. i" SPACE FOR VENTING OF INSULATION oo z 68. All new windows and sliding glass doors shall be Andersen Storm Watch or equal and shall a0 a a) Submit shop drawings for structural steel members shown in the drawings. CEILING JOISTSSEE PLANS be provided with low E glass double pane insulating glass and ass sccreening. cq. cgeoN MONOXIDE DETECTOR SENSOR SIMPSON STRONG TIE H6 JOISTS (SEE D � 69. Anderson windows have1 return charge an standard windowsws ((mIn stocks) and will not accept 17. All items removed in the construction shall remain the owners property with the exception of debris returns an special orders. , Coo ntractors/owners to verify that window sizes shown on their plans PLACED ® EACH RAFTER � /8' GYPSUM BOARD which shall be carted off the site and legally disposed of. are correct prior to ordering windows. Return charges / no returns allowedd are the F FAN/LIGHT 35 C.F.M. (USE 8-8d ®EACH END) - �o 18. Contractor shall exercise good judgment to minimize damage to existing areas (including lawn and responsibility of the contractor. SNO AND ICE GA FACIA BOARD AS SELECTED BY OWNER shrubs) 70. All fixed glass shall be double glazed insulating glass panels. Exact sizes too be field - BEAM SIMPSON HURRICANE TIE H6 determined upon completion of framing. SEAMLESS GUTTER 71. All entrance doors to have storm door ar certified U value of .40 or less. PLACED AT EACH RAFTER t LANDSCAPING 0 STL PIPE OVER P.C. FOOTING (USE 8-8d @EACH END) SOFFIT 72. All interior doors to be 1-3/8" hollow core loan veneered with appropriate i hardware. (Owner is " a � E o 19. Driveway and base paving shall be as per town regulations. to select all doors and all hardware L _J 20. Contractor shall strip topsoil from front yard, side yards, and to 30' from rear of residence and ) 2" CONTINUOUS SOFFIT VENT o 73. Window manurbcturer as noted. Provide al least one egress window (24" clear thelght opening and upon completion of construction, final grade and seed this area for n lawn. ALIGN I M� 21. Grading around new construction shall slope away from house and blend into existing. 20' clear width opening min. 5.7 sq. it. (or 5 sq. ft. an grade leveA with sill wxithin 44 to grade. I ,SECOND FLOOR FIRESTOPPING AS PER CODE 1 I 74. Glass in sldelites, showers, sliding glass doors (or equal) and in interior/exterionr partitions 18" or less above 22. Cans ruction shall sunless directed otherwise by owner) include it his work, remota of existing the floor and as per Section R308.4 Hazardous Locations shall be tempered saafet lass with marking - - RIDGE WALL CONSTRUCTION o shrubs and trees within the area of the new addition and transplanting of same to a location P ( ) P Y 9 9 3 0 �,. selected b owner. abets as per Section 308.1 Yre'm 5/8" GYPSUM BOARD & a Y -� P.C. PIER (DIAMETER SHOWN ON PLANS) 23. Contractor shall stipulate an allowance FOUNDATION DAND FOOTING 75. All finish $ 2"X6"WOOD STUD 16"O.C. es shall be selected by owner. secraN NUMBER FLOOR JOISTS (SEE PILANS) I` 76. All drywall shall be U.S.G. National Gypsum Co. 5/8" thick, taped and spackled 3 coats. SECION 3/4" T & G PLYWOOD SUB-FLOOR i -� R-21 INSULATION 24. halve footings to of 3-U olftcover.Soil Is assumed floo6eblsand/gpuvelsuwltti a3m�oimum tiacedof dry clay. 77 All Wallbaald shall be primed and parted where exposed using best quality factory mixed paints SHEET NUMBER GLUE AND SCREW ICS--, 1/2' COX PLYWOOD ��``°s Ud 25. Soil tests are required as per Section R 401.4, min. 1 coat primer & 2 coats finish or more as required. �%� TYVEK VAPOR BARRIER eO�c2v. y Owner shall select all calors: (re: appliances, paint, tile, carpeting, exterior staining, counter 26. Top of footings shall he kept below frost lines. Contractor shall verify minimum depths required with 78. tops, vanities and kitchen cabinets.) 1/2" FOAM BOARD( IF APPLICABLE) N z local Building officials. 79. Contractor shall stipulate an allowance for interior and exterior lighting fixtures, kitchen cabinets, SIDING r �o r' 0 4 27. All footings to have (2) p5 rebars. cabinets, countertops and vanities. s ° 28. Stepped footings where required shall have a vertical to horizontal ratio of 1:2 and shall not exceed P a slope of 30 degrees. Actual location of stepped footings to he located in feldand are B0. Carpeting shall be furnished and installed at owners expense. N 2P conceptual in nature on foundation plan. 81. All exterior siding shall be selected by owner. Cedar shall be coated with preservatives to SIMPSQN LSTA30 STRAP FIRESTOPPING AS PER CODE 29. The foundation as shown on the construction documents is predicated upon a site with little or no slope retain its natural color. PLACED ® MAX. 16 O.C. FROM STUDS a 0 30. All concrete to be 3,000 psi stone concrete ®28 days. 82. Kitchen flooring shall be oak floor as selected b owner with wood base;. TO STUDS EVERY P DS AND AT 9 Y „ 31. Provide 15 felt membrane waterproofing over trowelled on mastic on all poured concrete foundation _ L FLOOR CONSTRUCTION - jj ry g p 83. Bathroom flooring shall be mosaic file on mortar bed with lazed file base. Walls around tub and STUD MIN. 4 0 FROM CORNERS ON 9 9 walls from rade to footing. showers s 3 3 9 9 r hall receive glazed file to 6'-0" above finished floor and shall be set with mastic. All AND AT WINDOW AND EXTERIOR 32. All concrete block walls shall be filled with mortar and have duro-wall reinforcingever other course 3/4" T & G PLYWOOD SUB-FLOOR J �' Y file shall be American Olean or equal. DOOR JACK STUDS(CAN BE INSTALLED OVER SHEATHING) GLUE AND SCREW and shall ed a of o 'r de footing to underside of sill, and then applying asphalt parging on 84. Bathrooms shall be equip ed with mirrored medicine cabinet, soap dish, toilet paper holder, ) cn top from edge of footing ta ' rade. Apply a top coat of cement parging from top of grade to sill for towel rack, shower rac , shower curtain rods and clothes hooks as stelected b owner. (USE 5-lOd NAILS AT EACH STUD rr a- finish. T Y FIRST FLOOR FLOOR JOISTS (SEE PLANS) o 33. Basement/Crawl space construction: If at any time during excavation, the soil appears to be 85. All plumbin fixtures shall be American Standard or equal with Moen fawcets for sinks and lavatories (verif with owner). SIMP ON LSTA12 STRAP o 0 0 0 0 conductive to water problems, the contractor is to order a soil boring test prior to further R-25 INSULATION z s excavation to determine the water level and presence of an underground spring. 86. All appliances s all be furnished by the owner and shall be G.E. or approved equal. PLACED ® MIN. 16 0. FROM STUDS 34. Upon backfilling foundation,'chemically treat soil for termite protection in addition to providing 87. Provide access to attic with pull down stair at hallway ( verify with owner) TO RIBQON AND AT EVERY termite shields or womanized sills. STUD MIN. 4-0" FROM CORNERS or ¢ a 35. Provide 6 mill polyethylene vapor barrier under concrete slab. (omit at garage). ROOFING R GUTTERS AND AT WINDOW AND EXTERIOR` Of 36. If other conditions are encountered or special site conditions prevail the contractor is responsible 88. All metal Flashing where called for on plans shall he copper. DOOR JACK STUDS,1 for having the foundation redesigned and shall notify the architect/designer 89. Roofing shall be 40 year architectural asphalt shingles over 30 felt over snow and ice surd. USE 5-10d PER STUD az 37, AH wood on concrete shat be A.C.Q. treated 9 Ye P 9 p 9 ( (2) 2" X 6" SILLS WOLMONIZED ACQ 3w I 90. Install copper leaders, gutters, and ducal c de required for proper runoff collection and distribution 38. Provide 2x6 A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be and as required to meet state and local codes. SILL SEALER � 5/8° dia.X 12" long and 12" from corners. Provide 2 bolts per sill piece minimum. SIMPSON LTP41 39. Any excavated areas requiring fill shall be compacted in layers to a min. of 95% density. PLUMBING & HVAC PLACED ® MAX. 16"O.C. FROM RIBBONI COPPER TERMITE SHIELD WITH PAPER o g 0 40. Concrete shall not be poured and masonry shall not be laid when the temperature is 40 degrees COATING SIDE UP LO w rn or less. Concrete shall not be poured on frozen surfaces. TO SILL PLATES o w w P 91. All plumbing shall be In strict conformance with the New York State 2000 IBC. (USE 12-8d PER TIE)) 41. All structural steel to be A-36 fs 36,000 psi All shapes & plates shall conform to ASTMA36. 92• Install new oil fired hot water system to provide a separate zone I g 42. Design Values: with thermostat and controls for the new addition. All piping shall be insulated and run 5 8"dX 12" LONG ANCHOR BO)LTS a A.S.T.M. A-36 steel F - 36 ksi concealed in the floors, walls, and/or ceiling. Radiant baseboard elements shall be of AND MAX. 12" FROM CORNERS EMBEDDED MIN. 7" INTO CONC. I J�_ I ' N n / Y= CELLAR �I=I I LINE OF GRADE � b3 Bendingstress = Fb= .66F 24 ksi sufficient length in each room for maintaining a 68 degree Fahrenheit initerior temperature (FOR SPACING SEE ANCHOR BOLT SPACING CHART ON SHEETT #2) �� for copact sections (W &S shapes) at 0 degree exterior temperature with a 15 mph wind velocity at 36" above finished floor, I -III I EARTH BACKFILLED (SLOPE AWAY c) Bending stress - Fb = .60Fy = 22 ksi 24" away from exterior walls. - FROM BUILDING FOUNDATION) for non-compact sections. 93. Sanitary dispposal system shall be County Health Department approved foor design and installation. 1/2" EXPANSION JOINT FILER I I- d Sheer stress (Fv) _ .40Fy = 14.5 ksi System to be 1000 gal / min. septic tank and 300 sf wall area leachimg pool or as required CONT (2)-#5 REBARS IN BOTTOM OF FOC)TING e; Modulus of elasticity = 29,000 ksi FOUNDATION CONSTRUCTION by County Health Department. _ LU 43. Steel lintel schedule: 4° THICK POURED -i I-� WATERPOOFING OVER LU Up to S-6":" 3.5"x3.5"x5/16" ELECTRIC CONCRETE SLAB W/ 6x6 10# /10# W1.W.M. -III=III= 36' to 8'-0 : 5"x3.5"x3"/8" I = _ _ 10" POURED CONCRETE FOUNDATION / m over 8'-0': 6"x3.5"x1 2 94. 50 cim intermltent bathroom ventilation, ar 25 cfm continuous. 6 MIL. POLYETHYLENE VAPOR BARRRIER - - = O 44. Wood shimming is strictly prohibited. Use steel and/or non shrink rout only. 95. 10 ft. candles of light at all landings, treads interior and exterior stairs. j61' _ _�. #5 REBAR @ 40"O.0 VERTICAL SPACING � � (` v w 9g 96. stall as er owners direction an and all intercom telephone and/or TV mntenna whin In walls - - �- 45. All reinforcing rods shall be deformed of intermediate grade new Flllet steel conforming to A.S.T.M. n p y p / g 6 COMPACTED POROUS FILL I I-I 10"X20" POURED CONCRETE FOOTING z a r o a specification A-615 rade 611. pri r to s,petracking. All temperature control wiring shall also run concealeld in walls, floors Z 0 0 M I P 9 and/or ce'llings. I =III-III- WITH KEY, ON VIRGIN SOIL O Z Q v o rn 46. Columns are to conform to A.S.T.M. A-5111 or ASTM A500, grade B. _ _ LL > r a 47. All bolts are to conform to A.S.TM. A-325. 97. Electrical yvork to be Board of Fire Underwriter approved. I I I-III-III-III- � � V - a I <o 48. All wood steel Flitch laces shall be through bolted with 5 B"0 galvanized steel bolts ® i6" o.c. 98. Furnish and Install a single station smoke detecting alarm device where Indicated on plan. (AJ 102.3) I I-III- 11- d - w / P 9 / 9 Device shall conform to Section R317.1 of the New York Stale Bu Idling Codes. -_ _ / LU 0 z r staggered. Such Flitch plates shall be supported on solid posts with 3/8° thick steel bearing plate 9 -III-III o III-III-I I �� l C w o n fastened to the top of the post. See construction documents for the size of the post. Insure that 99. Carbon Mqpoxide detector sensor shall be provided on each floor Ell a '- III=1 1=1 I I= O �1 z -' �M;� applied loads are transformed to all load carrying component pals. All steel plates shall be the including Cellar and shall be hard wired. I - o/ Q N o `o same depth as that of adjacent wood members less 1/4" (1/8 at top; 1/8" at bottom). 100. Smoke detecting alarm devices shall be provided outside each separate slixeping area, In each p' g space ace and on each floor level to be hardwired. 49, Connection Materials (bolts, nuts, washers nails, screws and the Ilse) shall conform to ASTM A307. Slee p � � Q � Nails shall be hot-di ped galvanized in accordance with ASTM A153. 101. All electrical work to conform to the "National Electrical Cade" and any appplicable local codes, w o 50. Manufactured Metal Structural Timber Connectors shall be as manufactured by Teco,Chevy Chase, Maryland and shall be approved by the "National Board of Fire Underwriters'. 20" UNDISTURBED BEARING SOIL 0 z Silver metal products, Inc., Livermore California, or other accepted by Architect. Provide galvanized 102. Electrical and H V.A.C. systems shall by designed by others, unless otherwise noted. v o joist hangers and connectors as shown In the drawings. Minimum thickness of steel shall be 14 gauge. 103. Contractor Is to verify prior to contract signing all electrical fixtures, outlelts, and switch location 51. Structural Steel: as well as type and manufacturers. a) All welds shall be made with e7oxx, low hydrogen electrodes, by licensed welders 104. Service shall be 300 amp service with pushmatic type panelboards or as sppecified by owner. MISSILE TESTED WINDOWS FOR 2O MPH.(3 second gust) WINDS REQUIRED s c Fo p b Unless otherwise noted, all steel will be cleaned to meet the requirements of SSPC-SP3 by the Steel •• /' / Structures Painting Council and shall be painted with shop primer 2.0 to 4.0 dry film thickness. 104. NOTE TO SUBCONTRACTORS: Do not notch or cut holes into joists greaterthan that allowed 2 2C c) Structural steel supporting wood framing shall be fastened to the wood framing with 1/4 clip angles ,1G I 'LIVI RAVING NO. vxoE��93 a Notching: Maximum 1/6 depth within 1/4 of span (not allowed within mldddle half of span.) L 3 P DETAIL 1 - � A5 at intervals not to exceed 4'-0". b Bored Holes: Maximum 2 1 2"0 no less than 2" from to or bottom of joist, Also, In no case -- Nin 52. Paint for structural steel: are notches to be laced In both ed es if the near sides of such notches are closer than 12° NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN STRICT ACCORDANCE TO Tnw„ S .u;hnLD Shop primer: Tnemec 10-99, Tnemec Company or other accepted by Architect P 9 horizontally, nor are the near sides of notches and bored holes to be plaaced closer then 12" MANUFACTURERS RECOMMENDATIONS INCLUDEING BUT NOT UNITED TO TERMITE SHEILO, CUPS, T�/p horizontally, nor are bored holes to be placed near both the top and bottitom edges if the STRAPS,SHINGLES,SIDING,WIDOWS.DOORS,INSULATION, ECT. ECT. ECT. I I TICAL WALL CTIOIN osexn BY. thanioar sides of such holes are closer orizNO SCALE: CAt2 aI 000 BY: 1 of 9 SHTS L_,A. "Bps) M HIP ROOF GABLE ROOF NAILING SCHEDULE(EXPOSURE B ) MAY USE LTS15 STRAP MAY USE LTS15 STRAP IN LIEU OF COLLAR TIES JOINT DESCRIPTION OF COMMON NAIL NAIL SPACING ' NLIEU DF OCULAR nes (OSE 12-,Od NAILS) (CAN BE INSTA D ROOF FRAMING (CAE BE lad INSTANAILSLLED OYER SHEA HINc� Q I (INCLUDING 12" (CAN BEEHIEATMING) --------7 - OVERHANG) N��1) - t-----t- -r-----t-- RAFTER TO TOP PLATE TOE-NAILED 3-8d PER RAFTER �\ (D I CEILING JOIST TO TOP PLATE TOE-NAILED ROOF RAFTERS 012"O.0 WALL ® 8-10" HIGHT 3-8d PER JOIST ROOF RAFTERS ®16"O.0 WALL ® 8-10" HIG T 3-8d ROOF SPAN I I I I CEILING TO PARALLEL RAFTER FACE-NAIBRD T. 20 FT. 28 FT. 36 FT. RAFTER �12'O.C. RAFTER SLOPE: 3: 1 4-16d 6-16d 8-16d 8-16d 10 i RAFTER T1E DETAIL RAFTER TO RIDGE TIE RAFTER TO STRUCTURAL RIDGE 4: 12 3-16d 5-16d 6-16d 6-16d 2 i 1 i Simpson Strong-Tie Tie H2.5A RAFTER Slm son Strong—Tie H2.5A Simpson Strong-Tie LU26 2 3-16d 4-i6d 5-i6d 5-16d EACH LAP I I 0 INSIALL TIES 0 EACH RAFTER Simpson S rongg-Tie H6 INS ALL TIES ® EACH RAFTER I INS TIES @ EACH RAFTER TO STUD IUSEA 16-10d @EACHH END) 7: 12 3-16d 3-16d 4-16d 4-i6d I (USE 5-8d ® EACH END) (USE 8-8d ® EACH END)i (USE 5-8d Ca)EACH END) ( ) 9: 12 3-16d 316d 3-16d 3-16d 12: 12 3-16d 316d 3-16d 3-16d 3 i `. i Use every other nail hole ` I In a row to provide the ROOF SPAN n code-required minimum Use every other nail hole v� `� `v I center-to-center 1, a row to provide the CEILING TO PARALLEL RAFTER FACE-NAIBRD T. 20 FT. 28 FT. 36 FT. Q 1 `� spacing for nails codle-required minimum RAFTER X16"O.C. RAFTER SLOPE: 3: 1 5-16d 8-16d 11-16d 14-16d ` - -----�- -T-----� center—is - 4: 12 4-16d 6-16d __8_—_`1_6d__1_1_-16d �--------� specing forcenter 5: 12 3-i6d 5-16d 7-16d 9-16d EACH LAP \ \ spmcing far nails \ \ 7: 12 3-16d 4-16d 5-16d 6-i6d 9:12 3-16d 3-16d 4-16d 5-16d 12:12 3-16d 3-16d 3-16d 4-16d ROOF FASTENING ZONES FOR WIND UPLIFT INSTALL CROSS BRIDGING MIN. 8'-O" O.C. FLOOR JOIST Simpson Strong-Tie NB ROOF SPAN (USE 2-10d EACH END) FILING LAPS OVER PARTITION(FACE-NA LE FT. 20 FT, 28 FT. 36 FT. ROOF SHEATHING FASTENING SCHEDULE RAFTER @12 O.C. RAFTER SLOPE: 3: 1 4-16d 6-16d 8-i6d 8-16d j �:� 4:12 3-16 5-16d 5-16d 6-16 5:12 3-16d 4-16d 5-16d 5-16d EACH LAP REGION NAILS PANEL LOCATION°) ROOF FASTENING ZONE 7:12 3-16d 3-16d 4-16d 4-16d 1 2 3 RIBBON 9:12 3-16d 316d 3-16d 3-16d HIGH WING 8d PANEL EDGES 6 6 4(") Provide minimum B' 12: 12 3-16d 316d 3-16d 3-16d UPLIFT COMMOMN PANEL FEILD 6 6 6 H6 endl distance ROOF SPAN (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING GABLE specsEquaEq" number of specified nails FILING LAPS OVER PARTITION FACE-NA LE FT. 20 FT. 28 FT. 36 FT. END WALLS in each end (RAFTER X16"O.C.)RAFTER SLOPE: 3: 1 5-16d 8-16d 11-16d 14-16d (b) USE 8d RING-SHANK NAILS IN THE ZONE IF MEAN ROOF HEIGHT IS WALL STRAFING DETAIL 4: 12 4-16 6-16 8-16d 11-16d GREATER THAN 25' Simpson r� o♦:ng-Tle L"IA30 and H6 :1 3-16d 5-16d 7-16d 9-16d EACH LAP INSTALL STRAPING ® 16"O.C. ALL STRAFING DETAIL (ON LSTA30 USE 5-8d ®STUD AND® FL. JST.) Simpson rS`o g=5ie SIYA30 INSTALL SOLID BLOCKING MIN. 8'-0" O.C. 7:12 3-16d 4-16d 5-16d 6-16d INSTALL STRAPING @ 16"'O.C. 9: 12 3-16d 3-16d 4-16d 5-16d THEEWOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS (ON H6 USE 8-8d ® EACH END) (USE 5-8d PER STUD) 12: 12 3-16d 3-16d 3-16d 4-16d FROM THE AMERICAN FOREST AND PAPER COMPAN WAS UTILIZED IN THE NUMBER OF COMMON NAILS IN EACH END OF 1 1 4" 20 GAGE S RAP DESIGN (OF THIS STRUCTURE. (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) COLLAR TIE TO RAFTER(FACE-NAILED) ROOF SPAN 1995 HIGH WIND EDITION FLOOR JOIST BRIDGING OPTION A OR B 12 FT. 16 FT. 20 FT. 24 FT. 28 FT. 32 FT. 36 FT. RAFTER @12"0.C. RAFTER SLOPE: 3: 1 —4— (RAFTER 5-8d 6-8d 7-8d 8-8d -- 4:12 3-8d - 5-8d 5-8d 6-8 -8d 8-8d Simpson Strong-Tie Tie LSTA 12 b: 122-Bd 3-8d 4-8d 4-Sd 5-8d 5-Bd 6-8d P 9- Sim son Strong-Tie (USE 5-10d PER STUD AND AT RIM JOIST) 6: 12 2-8d 3-8d 3-8d 4-8d 4-Sd 5-Sd 6-Bd p 7: 12 -12: 12 2-8d 3-8d 3-8d 4-8d 4-8d 5-Bd 5-8d HTT22 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d NAILS REQUIRED IN EACH END OF THE (USE 32-16d NAILS) COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF Sd NAILS REQUIRED IN STEEL STRAP. NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGES RAP Simpson Strong-Tie COLLAR TIE TO RAFTER(FACE-NAILED) ROOF SPAN LTP4 12 FT. 16 FT. 20 FT. 24 FT. 28 FT. 32 FT. 36 FT. USE 12-8d PER TIE) RAFTER ®16"O.C. RAFTER SLOPE: 3: 1 5-8d 7-8d 8-8d 9-8d 11-8d -- -- ` 4:12 4-8d 5-8d 7-8d 6-8 8-8 9-8d 11-8d Simpson Strong-Tie 5/I8" ANCHOR BOLT :'a (NOTE: STRAPING CAN BE INSTALLED NK 3-8d -8d 5-8d 5-Bd -8d 7-8d B-8d H2.5A OVER SHEATHING) 6: 12 3-8d 4-8d 4-8d 5-8d 5-8d 6-8d 8-8d . (USE 5-8d @ EACH END) �t�°t T' 7: 12 -12:12 3—ed 4-8d 4-8d 5-8d 5-8d 6-8d 6-8d a- a 7 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF lOd NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP. 2-8dEAc D WALL TO FOUNDATION SLAB WALL,I TO SILL P TES RIM BOARD TO RAFTER END-NAILED 2-16d EACH END y WALL HOEDOWN ANCHORS H2.5A ®16"O.C. SEE PLANS FOR LocnnaNs LSTA12 AND LTP4 PLACED @16"C.C. WALL FRAMING 0 • TOP PLATE TO TOP PLATE FACE-NAILED 2-16d PER FOOT LOAD (PATH DIAGRAM _ _ 1eEAM SPLICE CRAG N ACROSS BEAM BPLICE z (DESIGN BY OTHERS) AX. O FROM EACH CORNER STUD TO STUD FACE-NAILED 2-16d 24 O.C. 6o PROVIDE MAX. 12" SPACING N¢ HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES �'--smcLE PORru sysTEM—� �� ti!q 0Qa W 2-1 Bid PER 2"X4" STUD DOUBLE PORTAL SYSTEM MP I. :z LD TOP OR BOTTOM PLAT TO STUD(END-NAILED) 3-16d PER 2X6 STUD N 4-16d PER 2"X8" STUD ---- _ ___ - wo a o BOTTOM PLATE TO FLOOR JOIST BAND JOIST 2- PER FOOT III ---- N= = s / LSTA STRAP (MIN. \ \ 7(SEE \ AX. 6" FROM ENDS L ~ Z / AT BFAM TO POS! 1 HEAI� OF TOP SILL PLATE FLOOR FRAMING \/ Wo a ( ! B' MIN. 19'6' 1.1 W JOIST TO SILL, TOP PLATE OR GIRDER TOE-N ILED 4-8d PER JOIST /\ j \I�" 3" STEEL WASHER �O � ''i POST TO STRONG PWALL I\� i v ! LJ C7 BRIDGING TO JOIST TOE-NAILED 2-8d EACH END a , .:•..:, ..BLOCKING TO JOIST TOE-NAILED 2-8d EACH END POST -- • •••T. BLOCKING TO SILL OR TOP PLATE TOE-NAILE 3-i6d EACH BLOCK �/ \I wQa r.., LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST HEADER SUPPORT POS; i 5/8' ANCHOR BOLT "' . ., ; • ,. U i--- Z 'i i (DESIGN BY OTHERS) JOIST TO LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST I/ ° j / ! o < BAND JOIST TO JOIST END-NAILED 3-16d PER JOIST \� COLUMN BASE Typical Anchor Bolt Detail �w a BAND JOIST TO SILL OR TOP PLATE TOE-NAI ED 2-16 PER FOOT \ (DESIGN BY oTHERs) /' ! -- ANCHOR BOLT SPACING CHART CD �: MAX. SPACING P' J ROOF SHEATHING ' • ROOF UNDER 1 12 PITCH 72 �j STRUCTURAL PANELS PANEL EDGE ' • AWLSPACE OR BASEME H 36 NTERMEDIATE SILL PLATE TO FOUNDATION 1 STORY ROOF OVER 7/12 PITC z o "' . . (CR NT) ROOF UNDER 7 12 PITCH 36 SUPPORTS 2 STORY ROOF OVER 7/12 PITCH 23" ROOF RAFTERS X12"O.C. CONTRACTOR TO PICK OUT ALL BOTTOM PLATE TO FOUNDATION 1-2 STOR R00 UNDER 7 12 PITC 51 INTERIOR ZONE 8d 6" 12" APPROPRIAAE MODEL NUMBER SLAB ON GRADE ROOF OVER 7/12 PITCH 51" 4 FT. EDGE ZONE Sd 6" 12" ROOF RAFTERS @16"O.C. INTERIOR ZONE 8d 6" 12" SINGLE AND DOUBLE PORTAL ASSEMBLY SINCE FIELD! CONDITIONS MAY 4 FT. EDGE ZONE 80 Simpson Strong-Tie (MAY NOT APPLY) CHANGE CEILING SHEATHING WALL INAILING SHEATHING PATTERN GYPSUM WALLBOARD 5d COOLERS 7 EDGE 10" FIELD 1. SHEATTHING TO BE INSTALLED WITH 8d NAILS WALL SHEATHING " 2. INSTAIILL PLYWOOD VERTICALLY AT ALL CORNERS zi 3. SPACEE NAILS AT 6" O.C. AT PLYWOOD EDGES STRUCTURAL PANELS PANEL EDGE PPI SERME ST 4. SPACEE NAILS VERTICALLY IN PLYWOOD FEILD. STUD SPACING ®12"O.C. INTERIOR ZONE 8d 6" 12" 4 FT. EDGE ZONE 8d 6" 12" , STUD SPACING ®16"o.C, INTERIOR ZONE 8d 6" 2" Simpson Strong-Tie GYPSUM WALLBOARD4 FT. EDGE ZONE 8d 6" 12" 1fid NAILS AT 24'O.C. PC (USE 14-16d NAILS) POST GYPSUM WALLBOARD 5d COOLERS 7" 10" (SEE THE NOTES FOR FASTENING REQUIREMENTS) Simpsm Strong'-Tie PARTICLEBOARD PANELS Sd SEE MANUFACTURER DRTtl (!USE 2-�B GALV.SCEWS) 0 FLOOR SHEATHING STRUCTURAL PANELS PANEL EDGENPLUIXTa SUPPORTS 3'°IXMY 1" OR LESS dd6 12 I6d NAILS AT 6' O.C.ON ALL 1/2' PLYWOOD SHEATHNG so..R delsT GREATER THAN 1" 6 6 PANEL EDGES Bd NAIL AT 12'O.C. WJ ALL FRAMING •XKyi 1, MEMBERS NOT AT PANELS EDGES 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT HE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER ATT THE Sim s Strong—Tie 12-16d NAILS) Simpson Strong-Ie PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS !SHEAR DBT1 (USE ,-g- cALv. NAIL). NOTE: REFER ONLY TO THOSE DETAIL,. 2 PLATES WHEN WALL BE USED SHEATHING IS TCONTINUOUSIIE VOERDCONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1- 1 d TYPICAL O WALSMIL OUTSIDE CORNER DETAIL DECK DETAILS Simpson Strong-Tie THAT APPLY TO THIS PROJECT. 35-1 2'1 1/2'i M O. M.O. M.O F�7 A 7 WITHAGRAVE e sE NOTE:!! G 6 Av FERILE FLOG WITOWN HFY WITH _ _ — — — — — — _ — — — — — — _ cuonz<(Iz sunllz� z MUDSET AND RADIANT — — — — — — — — — — — T —— T — _ HEAT IS SELECTED IN T THIS AREA OR PART OF 2 BOARD ON THIS AREA, THEN REDUCE I I 9 � LLS I (SEEP UOPOLIM AD REOTOS ` CEILING - - '- DEPTH OF FL.J'S TO ONSr1EET#1) — — — v N 1 7/8" T.J.I. PRO 5GO UNEXCAVATED FLU ) @ .C. 4" P C SLAB WITH GXG I0/10 W.H. LX W.W,M_DEPRE555 FOR FINISH— J Cyd yPOy� FURNm pP P UNEXCAVATED �N iDER a 1a EA - ti dTA1k51 I I So `4" P C SAD WITH 6X6 10/10 �IL-L I DARKERM. OVER C MIL POROUSOPILL p .( 2JFL. 2575 � x Ei BUILD STEPS I %t 1- p mI OVER iN IL POCKS �. STEP FOOTING AS REQU'D = u _ p - - (SEE SUPPLIMENTARY NOTE w ON SHEET#I) —5 —1 I— � I— r 4 I TEP FOOTING PEQUID NOT L — — — — — — — — — — wE 12X2GI � I wE X26 wF 12X26 SEE SUPPLIMENTARY NOTE ON SHEET#I) a — — BEAM (Z)T IPOCKET mE J m L — UNDERSIDEr SLAB F7 w0w ––– – –––––– – –– - -- T€w-Z.a – – - ffLII N SHOW DROP OF FOUND:1'-3" IS142 X LV- b M.U._ �i NI.� M_0 '- I ON 24'%VIRGIN 501L FOOTING 1O 1 I— I<N'T J I'S PRO 360 FL JST'S <N'T J I's PRO 230`L JST'S @ 16"O C @ 16"O C I G Ly G HEILD FINISH TERMITE OWNER TF.W I - In- ALUM,ISH AS PER OWNER ELEV:-I'-5" _ " P.C. SLAB I I I 14"T.J.I'5 PRO 3GO FL J5T'S J �I G I C PRO 230 FL.J5T'S I @ G"O C G� 2.. - - - ��2"SLAB LEDGE I Q Y It UNEXCAVATED N FOUNDATION WALL O m F CELLAR 4" P.C. 5LA15 WITH GXG 10/10 K w 6 2 z W.W M. DEPRE555 EOR FINISH W o K 9'-0"CLGJ XIN YS �� W X ° q l ELEV_1 D'-2" X QA t _ 1\ DETAIL X-X u m 4^ FO SLAB WITH GXG 10/ o SCALE. 112"= 1 '-Q" x N p I W W.M. OVER G MIL. VAPIOR i m 3 3 W \ J J _ " BARRIER AND G" POROUS FILL \ FS C.O.G.D. STAIR GOING AND P15EK INFORMATION la - �(VERIF(WITH MASON) I � N 4'-3" ` O 6 ¢FIT ¢ 0 0 0 wF 1 2 1 9 wF 12X 1 9 0 GOIN L - III I 1 1 - - - s s s � I �I IN 12 GOINGS @il 9" EA. it _ BEAM BEAM \ O G N n V O O STAIRS AT GARAGE POCKET POCKET J L BE M VERIFY SIZE OENINGO N ELEV. -1'-3" TO ELEV. - 10'-2" WITH MASON TOTAL RISE =8'- " PO KET FIRE PLACE OPENING FOUND. REOURED 14 RISERS@ 7 5/8" EA N m 13 GOINGS @ 9"EA. = 10-0 TOTAL N m - p 0 0 0 _ m - - / PRO 1 10 PRO 230 > T, FOOTING F W STAIR GOING AND RISER INFORMATION — — — J U (If I _ J a m METAL AREA WAY w / w1Tr1 GRAVEL BnsE TEP FOOTING TO MIN. < 2 Z 3G" BELOW GRADE XO - � � M z ole^ o READ — — — �eM2s4o �EMZBz4 — — J —1 uIFD3oa I 111 I� u z METAL AREA WAY I I I O j Bi1 GOW WITH GRAVEL BASE -' I OJ V O DP.AwroDRvwEu ASREo'I 2'-2 - J AO3 I/2" EXTRA 5TRONGSTL. PIPE ON 48"X48"X24" P.C. FOOTI G RAVING NO. a -Txo TOET GRADE W/#5 REBAR G"O.C. EA. WAY MATT (TYP. OF 7) _0493 Mc 5 GOINGS@9" A. A5 NOT,�17 STAIRS AT FOYER © 3 1/2" STL. PIPE ON24"X24" P.C. FING 3 / 5 X12" P.COOT / 90 zq- '_ " M_o• " (TYP. OF 8) DRAW Dr. C O L.t�.W. WEDIM Dr. 3 of 9 SHTS L,A, A B 6 6 C 7 3 1/2"BTL. PIPE A.B DIRECTLY TD 2'-0"CHEEK WALL DIRECT VENT GA-9 FOUNDATION WALL CCM205G-2W CCM2056-2W CCM245G CCM245C HEATILATOR _ STEPS TO GRADE AS _ EGO AND A5 PER CODE (z)2 P ^uIa' ICINGS AS PER CODE U O I - i I YyITCF1EN I � � � z^„Io" FLJSrs - LAUNJKYo �q � 1 3 N �' Ox K in vi K 2"XDRRS@E"OC v 2x1o' FLJsrs I z'x10 FLJsrS I IN u h N @@ � @@7 @ L"off COVERED PORCH FOUND. SHELF BATH N a I ,,, II N IIS N o FOUND. SHELF m N > m > > z"xG^ aG JSG S@ 1 GO C Iff J L J I IL JIL JI 2"xlo" FL Jsrs 3 CAR GARAGE @ 10IO.c.E_EV: v-G" C" LABEL SELF CLOSING u x FAMILY ROOM IIN5UL. DOORPF /�TP05T FROM ABOVE I " ICK SOLID T05TL. BEAM _I — -- -- _ -- _ --- - _ -s O p d 71 AVERAGE MIDPOINT _ - _____ iv N uh N Ky \ 3 OF SLAB. - 2'-6^ UN 2R LO FULL WALL /2 WALL I I CELINGPAND GYP AND I @7 I/ A o -VIER STEPS - / / " L J L u SPACKELED AS PER CODE U1 u `SL - FLAT GUS \ m `T MUD ROOM II I DN / @ 10'-0" \ N + —1 m I ELEV.- I,_Oii w I K 2R (2) "SLD. r 1 FOUNDATION WALL SEAT BEARING ARTITION 1 - Al — N m _wF_ 8X35_ 2 X 45 u o\ a HTUU HOLD DOWN WXI ' M-LAM (2)I 3/4"%IE 7/8'TO r I 7, M-LAM / v. xj - - x (FLUSH _ -- —_-- ~ - -- — ---- cu D3050 CU2'"X12" REGUD 3 1/2"5TL PIPE 3 'b l A B DIRECTLY z — (2) 3/< 7/8' - M=LAM (2) 3/<f"XII g g'-p"%g'_0 O.H.D. g'_p"%g'_p' c g " F m CCM 462 D5880 00 O.H.D _ HEVING AS PER g r u ALIGN 5TL PIPE DIRECTLY W.LPANTRY OWNER - TO STL COL 15ELOW (I0'-0"CLG) � V I U Q NI - FE5ET BEARING u ry A 3 WALL ABOVE - U ^' (USE FRO EGG - ---- -- \HZ (2)13/49117/8"M=IAM\ _ y T.J.I'S) AKCH'D OPENING LCMI 2LLt�` 6 - --------- ----- B CURVED WALL STEPS TO GRADE REQ'D AND AS PER CODE b U p STUDY gIIIL ul3 I ED D 14" Ds6o Is @ I OC FORMAL DINING AREA COVERED PATIO x 1 M l4"T.J.I'S PRO 360 FL JST'S _x U u / Oa2" X 10”DK.J5T'5@ 100 C v I CO.C, d' O m WOLM. 'n " 30" NI Ia m w v N I U " I1 N � 3 II O UU - - Z— � III Q ARCMD OPENING ----(2)2"X12-' — = o Q t - STAIR GOING AND RISER INFORMATIONz'xe' FL.JST'5@12"O.c. PORTICO GREAT ROOM s 0 1 /11 CANT. BOTH ENDS i- u 7 q0 g'@E"EAING - READ / I� 4$.D. a OPEN TO N m ^ P05T w FOYER OPEN TO ! co VIII ABOVE N v 1 2 3 4 5 6 7 8 9 10 "1 u / tD ELEV:O'-0' 11O OFR g z 0 u ABOVE I V AU UALO 5' X z ROUT SIDES _ z • GOIN 4p�'• ��'1 X d CHIMNEY AND - a 3 3 DN R N o GRADE DN _ ^ ^ m o rINISH wIm GYP.BD. w OPEN PATIO E - J –' _rGl-C,l _ IQ 6 y 2 d o I I ANTAL AND m o POST v z w w w V p 1 FINISH A5 PER N m O STAIRS AT MUDROOM U RAILING A5 m OWNER oO O O PER CODE - p d a a ELEV, 0'-0" TO ELEV,+ 7-4" F P u O < < < TOTAL R15E =7'-4" 30 �_ BUIL -INS o 0 0 REQURFD RISERS@ 8" EA. STEPS TO GRADE AS / # , S 5 5 9 GOINGS @ 9"EA =0-9" TOTAL REDID AND AS PER CODE / Y' ° LIN. \ Elf Cf 2 1 3/4"X 1 1 7/8" M=IAIVc 1 RAILINGS AS PER CODE / FL 5 BEARINGtpTl TION / BRIDDLE IRON `�0. I URR STRUCTURAL (ttPCOLUMNS OF 4)� PARING PART I SADDLE TYPE HALL OF CHIMNEY AND N O HANGER - FINISH WITH GYP.BD. FFj N Z MASTER N u AV. _ ° BEDROOM x I/ I N V 2"X6"CLJST'S N LA55 BLOCK W.I.G. N u - N '2"X/ 8"R,R'5 N - wALL g @@ 16'06'0 C. ro U m - W P 3 o v / F 7 x U � > 5E mu az"x7 " MASTER m u, x N u �°�• TUB . p — O V �'P z Z Z a m m BATI1 m " m x s(o s Q 2 0 u V � � � a ; oN i N W N^ PTIONW F 12X40 ON 3 I/2"0 STEEL PIPE m hti ON BASE PLATE OVER NON SHRINK GROUT W Q O i Z F^� ANCHOR BOLT DIRECTLY TO FOUNDATION L1• N K 1'`� Qa � �vLL CCM2872 CCM2572 C 2 7 /^ U Q p ALIGN BEAMS UNDER \ O Uj Z BEARING PARTITIONS ABOVE DN O RAILING AS PER CGU'--- ODE v J 0 rc C 7 FIRST FLOOR LIVING SPACE= 35 16 SQ FT. RnvnNc No. rn 0493 SECOND FLOOR LIVING SPACE= 2145 SQ FT. TOTAL LIVING SPACE= 5561 5Q.FT, P.5 NOTED GARAGE= 783 5Q.FT. OPIIMN BY: FIRST FLOOR PLAN L,E,w, SCALE:I/4"=I'-0" - MOTO er 4 of 9 SHTS L-A, A 6 C 7 - - B 6 CCM2856-2W CCM2856-2W I '- -- ---- - ------ 7,-G,,,PLT. -- - --------_ --- - _ _ ---___ ___--- _ - I u = I I \ I CUSTOM INTERGRAL IIII FLASHIRP.4 ING CUSTOM INTERG II FLASHING I � I w " \ PLAY ROOM / 4°X5° 5UOCK5OUp x ^ x x m u I I p STORAGE E EV + T 4" / 30 TO UNDIER51DE OF RI GE w a w u a v w U g 3a • 4"X5"BLOCK SOLID \ p/ WRT24 OCM TO UNDEP51DE OF RIDGE \ (2)1 314'y_L M=LAM5TRUCl. RIDGE O> (2)I 3/4"xI8_M=LA 5 U E DNF�OM INTERCiR I.L 1/2 WALL in io MIN,. 36°ABOVE 5TAIR5 Y" OPEN TO KNEE WA11L x = KNEE WAT KNEE WALL KNEE ALL 13ELOVV I I II I 2R10'R RS� 2X10'R.RS 2R10'R.RS� 2'X1 O'R.R5 2R10'Rft5'� 2'X1 O'R.RS I I I I , u / / \ I / / ted \ \ II CCM2856 d \ CCM2856 I L_—_� --- --- _1-_-L x ® ® --J L--- -1 r------------+-- ---- — ----- - -JJ L WRT2440CM �j WRT2440CM ' \ 2"X1 O"CLG.J5P59I / 3 a'X12"Cl_G.I5T'SQI0OQ, 1---I 12'X 12'CLGJ5T'50;6'0 - I 0 \ GLLAS ° yJ N I BqEDROOM / #G 6 I u \ L__J / BATHly 6 BEDROOM \F\ E D ya �a � 6 I 3 #5 \ \ CL LIN. L. ti�� / 1FLAT DECK ARCHED- i, ING QUQ� my 0 _ ARCH' OPENING g m 0 O W 7 0 4 N I/2 ALL � MIN. 6"HIGH OPEN TO `ri9�ti P O 0� 78 P230TJI'SR.R'S @Ill O.C. HALL BELOW 'XI2' G.JST'S 16"O.C. (9'-0"CLC) _ SII ° I o o i 1 7/8"PRO 230 TJI'5 R.R5 _. (LING AS �5 D. _ - - m Q 16°0 x �^ FLAT KO F x ER CODE C.O. XI x 3 3 " /DX 12"CLG J5T'5(a116"O C "T u u OPEN TO �I — _J E m ELEV:+ 1 I'-4' m a rt 6 BELOW o r-2'FUMNG AN Fj,15H WITH SHEETROCK a 1� 0 z Z Z U I I REECH A5 0 vi O O p PER OWNER ��' w 9BOTH SIDES) � O a a a O ARCH'D OP ING o o O TOP OF CIRCL TOP -- I O WINDOW HEADER BE AT 8'-4"A.F.F. / IPSLLRr .D. D. zz o \ x � � 3 u u / �¢ CL. LIN. --L. BEDROOM 7 3\ W 13EDPOOM �a x+Y\ #3 X #4I— _ _ F F d / BATH \ " "'m 7 U u N / ° GIA55 m \ \ u � Q � Q � Yo � u //["X 2"CLG.JST'Slla 6"0 C-/ BLOCK p /2"X 12"CLG.J5T'Sfal 16"O C \ I s� - Q Y N "X d'CLG.JST'S 6' U I n �,7 Q w N / — cn 1p v ` Lu (2)21X12' (3)22'"X1 - � \ OO LWp � Omv (212'X 2' Q m ii / CCM2860-21V CCM2860-2W W CCM2860-2W Q LL \ U z — — — — — — — — — — — — — — — — — — — — — — — O N O - V K 6 0493 SECOND FLOOR LIVING SPACE= 61 6 SQ.FT. RAMNG NO. SECOND FLOOR PIAN PLAYROOM AND STORAGE= 529 5Q.F7. ruE TOTAL LIVING SPACE= 2145 SQ.FT. A5 NOLf17 lAlC /19/ 05 7 o wsL L,t,W. QEMM BY. 5 of 9 SHTS L,A, INTEGRAL CUSTOM FLASHING BETWEEN SKYLIGHTS(IYP) (2)R.R'5 3F9i /S�` N NI 3/4'X14'M=LAM K \�2 2x 1012 o 2"X4"TIES@16"O.C. 1 1 7/8"PRO 230 T.J.I. R.R'5@ 16"O.C. L z 7 Will 1111111111111111 11111111111111111111111 ) 2x I O"R R'S ATTIC 7 A � "X12"CLG J5T'516"O.C. 2"X 10"CLG.J5T'S@ I0O.C. -Y BLIND ALUM FLASHING CON5T. GRADE I OR BETTER zrlvan zrlana Hlva zvlaz vans �' ut & - 1/p IMPERVIOUS FINISH SURFACE OVER olc'oc ®icoc _slcvc= elcoc oz o RUBBERIZED ROOFING OVER vz M SNOW AND ICE GAURD OVER (2)1 3/4"X7 I/FLUSH RAILINGS AT M=IAM (2) 3/4"X14" M=LAM b N EXTERIOR GRADE PLYWOOD MIN 36"HIGH WALL @3G"HIGH 2"xlo"DECK @12"o.c. CONST GRADE15N#1 I HALL� 2"X6"FLJSTS @ 16"O.C. o — N \e 2jO Ur Nil 2"x10"VALLEY'S t "% _ _ oC O HIP'5 @ DORMERS FfF I \y-� (P14M�OLAM TO 10-d AF2)RR-5 TYP@ DORMERS p I \ry RTICO YER jj 2)13/4"X91/4"M=IAM 1 1 7/8" PRO 230 TJ15 R.R5 @ 16'O.C. GRADE 14'T.JI.1'5 PRO 30 FL.J5T5 14"T.J 1'5 PRO 360 Fl-JI1378' JI'Sa2. @ 16"O.C. - @ 16"O.C. 6n. WATERPOOFIN CELLAR WATERPROOFING MO'RR ®IG9 C. SECTION IIEII SCALE:I/8"=1'-0" O ® i �6 K \P K 2'XD'R.RS I \rye\ m N ®�� U r0 u Tj _ 0 FIRST/SECOND FLOOR ROOF PIAN 5CALE:I/8"=1'-0' / \ 1 1 7/8" PRO 230 T J.I. R R'5@ 16"O.C. GT 2"X 12"CLG.J5T5@ 16"O.C. c c o d 7 7 w y ATTIC s'o o 0 (2)2"X18"M=LAM STRUCT. RIDGE 3 3 J 2"x4"c.b.@ 16'a.c.TO CONCEAL RIDGE- /� BLIND ALUM. FLASHING i L� z zW —14.5 BATH IMPERVIOUS FINISH SURFACE OVER N o 3 3 2"X I O"R.R'S@ 16"O.C. 5NOWANDICEGUARDL� RUBBERIZED ROOFING OVER \ \ OVER ENTIRE ROOF I BEARING EXTERIOR GRADE PLYWOODSNOW AND ICE GAURD p p O w a 0- o_ PARTITION z z p o' w w w 2'X10"DECK JOIST'S@12.O.C. ¢ ¢ ¢ 10 �\ BEDROOM BEDROOM U U p \ SAFETYGIA55 - #5 #2 CONST. GRADE M RAILINGS AT p o O o b MIN 36'HIG \ OOF LINE BEYOND M H w w w PC TNI FLOOR DECK Z Z ELEV:+ I I'-4" ELEV:+ I I'-4' PITrH Tn DRAIN. O O O N \ w PLAY ROOM — — — — ILA \ PLATE ELE :+ O'-0 - (2)1 3/4X11 7/8" =LAM 14"T.J.1'S O 230 FL.JI 14'T.J.1'$ PRO 360 FL.J5T5 �- II 51 Olp - MUD ROOM COVERED PATIO STUDY I I FORMAL DINING AREA II � GARAGE RAILINGS IF- FIRST FLOOR 1/2 WALL MIN 36"H GH FIRST FLOOR V � U I� ELEV:d-O ELEV:d-O" PATIO STONE FINISH AVERAGE MIDPOINT \\� Q ? y o OF 5lAB: - 2'-6" - \1 I Ip ELEV:- 2'-4"L.P.S. GRADE 14"T.O C PRO 230 FL.JST'S I4"T.J.I'S PRO 360 FL.JST'S \1 co TCH TO j Z PIDOOR I/8"PER 2" GRADE AVERAGE GRADE @ 16"O C. @ 16"O.C. Q Lq� '' � � ZJ4_^v CDNOtMD .. CELLAR CELLARO v w z SECTION "AIL u l —F o SCALE:I/4"=1'-d' III J III � RAWNG N0. maac"r xa 0493 n n u u 6 MR. SECTION B SECTION D m"15„ SCALE:1/4"=1'-0" SCALE:1/4'=1'-0- Le,W. o¢pcm ar 6of 9SHTS L.A. 7 �7 ATTIC BATH BEDROOM BEARING #3 BEDROOM PARTITION #4 2"XG' PLATE TOP OF CLG.JOIST5 (3)1 3/4'X14"M=IAM (2)1 3/4"%14"M=LAM FLU5H FLU5H MASTER W.I.C. MASTER BATH BEDROOM CELLAR ct ¢ � y SECTION °FII 7 F'2' 7/5"PRO 230 T. .I. R R'S(a�1 G"O.C. IC 7 5CALE:1/4"=I'-O" of � ' 3 3 2"X 12'C.J'S. _ J VI WW O V m 0 s IL Q- o BEDROOM HALL BEDROOM O O ¢ a / 110 #3 #2 a o o 0o 0 0 cm II 1 ! — _ 30 r F STE L"1"BEAM Z N W/V DOD BLOCKING II II _ II II - MASTER GREAT ROOM FO MAL DINING /AREA u BEDROOM KITCHEN LU o UZ U IIElf — FIRST FLOOR \,� O,CLU z Q Y o LU o z X O = Z � � U a ^ ago Lij Q � v d o O � z CELLAR =o J V LL RAWNG N0. vBocct xa 0493 SCNC A5 NC)f YP 7 / 19/0 MANN BY: SECTION 'ICII Ll�.W.. SCALE: /4"=1'-O" MIMM BY: 7 of 2 SHTS L 'A' E F D 6 � 6 LOW PROFILE RIDGE VENT ROOF VENT OOF VENT 12 n� t 7 12 12 4 5� 10 w D CRT2DG F i . BY OWNER CCM 0-2W CCM2 0-2W w SIDING AS SELECTED CCM 0-2W CCM 0-2W M24 M24 / \ 12 \ I0 SIDING AS SELECTED p 1 TRIM BOARD / BY OWNER = p / CRT 2DG \ M2 M2 ELEV + II'-4" SIDING AS SELECTED BY OWNER CCM 2-2W CCM2 2-2W i 42 6" CCM 2-2W CCM 2-2W i = M246 CM246 CCM2 2-2W CCM2 2-2W FIRST FLOOR — — — — ELIEVO'-0" GRADE D FRONT ELEVATION coLM SELECTED ASFEROWNER E SCALE:1/4"=I'-0" 6 D 6 Z G Q c N < Z I2 7 I 12 7 N D CA 840-2 3 3 3 J 5K52446 Z SIDING A5 SELECTED O BYOWNEF, z z 5 0 0 0 RAIU XAS PER CODE O O O DSI N4A^�PER�}N NER > > w = LI WC CM284 CCMP4848 -CM254 S UL FOMAF CRT 6 D.,G. STOM li 'CM286 CSF 068 CM28 1 0 0 0 • � O zz z r z F 51DING A5 5ELEQED O M24 BY OWNER W CUI " 080 \\ CM28T CM287 — CM24 M24 M 7 CN 67 O ' s CM287 CM2B7 - t LIFD288 COIF 80 IFD288 — UIFD28 CUIF 80 ( IFD288 w MI 2 o Z � z a � Yoa ROOR WN2 4 WN24 SL V ED ? Z JI.ESTV.OFL'-0„ O O W o n _ _ FAI _ S (D REAR ELEVATIONv a z O „1 W Z N D11241 SCALE:I/4"=1'-0" J O v J 0 rc RAWING N0. rnMT No. 0493 8 AS NOf�17 onnxx er: MECnEo nY 8 of 95HT5 � A• C 7 n _ 12 7 12 7 LOW PKorILE RIDGE VENT A B 6 6 BUND COPPER FLA5HIN BLIND COPPER FLASNIN SIDING AS SELECTED BY OWNER SIDING AS SELECTED SE 15 CCM2 0-2W CCM2 0-2W CCM2 0-2W BY OWNER a - WRT I OCM — WRT I OCM WRT I OCM � -_ _ ELEV.+ 11'-4" ELEV + T-4" M24 I - CM287 CM287 'CM267 CC F872 CUIM MOD _ UIFD308 O — RST FLO R - - - - - - - - - - - - - - - - - - - - ELEV.O'-0" 33 RAILING AS PER CODE BRICK VENEER AS PER OWNER q i A C LJ MAX. 4" BETWEEN RIGHT SIDE ELEVATION QQ' c 7 SCALE 1/4"=1'-O" w d N TO DRYWELL P Lu a C NOTE: ALL GLA55 WITHIN 18" TO FIN. 7 FLOOR � WITHIN 2'-0" TO GLASS DOOR m 3 3 3 AND WITHIN 5'-0" TO ANY STAIRS z z STEPS TO BE SAFETY GLASS. SEE SUP. 7 WINDOW BEYOND NOTES SHEET 1 . z w w w o ✓� 0 0 0 /// 6 5Af-ETY GLASG E 0 0 0 N 5; 5. N — — u� .n 51156 - 5E 156 511 56 `SE 1% - 51156 WRT OCM ELE I'-4" CCM 6-2W CCM2 6-2W U LU H Za j 85 O 85O Inm - - - - - - - - - - - M24 M24 CM' 56-' CM 56- \\ \ wLu Z r^ IDING A5 SELECTED v NI p v _ Y OWNER <� `^ � a Ll vW Z FIR5T FLOOR — J 0 ELEV: I'-3" o a CM28 CM28 RAWING NO, aROEci Na 0493 AS NOT�17 LEFT SIDE ELEVATION 9 /19/05 UMM 9Y: SCALE.1/4'-I'-0" L.1� w. MECKM BY: 9 of 9 SHTS L'A' Z T FOR )� LIST OF ABBREVIATIONS y ` NAIL SHEATHING \ SUPPLEMENTARY CONDITIONS OF THE CONiRAC 53, All lumber shall be Douglas Fir Larch j2. Desi n values shall he that as published) in la CONSTRUCTION OF THE SOJA RESIDENCE AFF-------ABOVE FIN FLOOR MAS-------MASONRY I \� American Forest and Paper Association Wood Frame Construction Manual. (WFCM) ALUM;-----AWMINUM MATL------MATERIAL �&&P�C2`.(\P Fq�JTfq TO EACH RAFTER Tru 036 GENERAL 1995 Edition, for 1 and 2 story dwellings. (as per R301.21.1 Section 1 ) APPO------APPROVED MAX-------MAXIMUM a�`8�'�p4y 'P y I2 ��� 1. Contractor shall check & verifg all conditions at the site prior to starting of work and he 54. All lumber shall be fastened as per the Wood Frame Construction Manui APPRox----APPROXIMATE MECH------MECHANICAL j. -fF EVERY 6" \ shall familiarize himself with the intent of these plans and make work agree with the same. fastening table 3b (as per Ras per BD--------BOARD MFS-------MANFAANEOU � Vp'� ��� 2. Contractor or owner shall with Io i Building Permit from the local town rlDr t0 ntafti0 any BBD-------BUREAU/BLDG DESIGN MIN-------MINIMUM S� ROOF CO UCTiON P g 55. Design Loads: BLK-------BLOCK MISC------MISCELLANEOUS work. I( contractor or owner does not receive a permit prior to start of construction the c tion LL D,� efl titan BR--------BRICK MO-----MASONRY OPENING Architect holds no or owner In correct code compliance nor dissimilar interpretation of let floor 40 psf 15 psf 1 36 BSNT------BASEMENT ATL-------METAL ARCHITECTURAL INGLES codes by the town plans examiners. 2nd Floor JO psf 15 psf 1/36(0 CEM-------CEMENT (N)--------NEW SIMPSON STRAP TIE LSTA15 3. Contractor shall obtain all required approvals, permits, certificate of occupancy, Inspection CERT.-----CERAMIC TILE NIC-----NOT IN CONTRACT 1/2" CDX PLY OOD OVER 30LB. FELT PAPER a. approvals, etc. for work performed from agencies hating jurisdiction {hereof. Attic- Limited Storage 20 psf 10 psf 1/240 CL--------CLOSET NO--------NUMBER PLACED OVER RAFTER TO RAFTER Under 3/12 Attic-Non Storage 10 psf 5 psi 1/240 (must be under 3"/12" slope) CLG-------CEILING N.T.S.------NOT TO SCALE (USE 12-10d NAILS) RAFTERS (SEE PLANS) 4. All work shall conform to the Residentual Code Of New York State 2002 Roof < 3/12 ' 45 psf (ground 7 psf 1/240 COL-------COLUMN OF--------OFFICE Building Code, State Energy Conservation Code and all rules and regulations of Roof > 3/12 « 45 psf (ground 7 psf 1/180 GONG------CONCRETE o0-----OUTSIDE DIAMETER MIN. 1" SPACE FOR VENTING OF INSULATION Town of Suothhold. Cathedral Ceilin 45 sf ( round))) 15 psi 1/240 GONG BL----CONCRETE BLOCK OPNG------OPENING SIMPSON STRONG TIE LU26 R-30C INSULATION g p• g P CONSTR----CONSTRUCTION PLF-POUNDS PER LINEAR Foo PLACED ® EACH RAFTER S. If in the course of construction a condition exists which disagrees with that as indicated on (+) NOTE: Reduction of live loads on certain roof pitches (See ASCE 7) DEMO------DEMOLITION PLMB------PLUMBING (USE 20-10d ®EACH END) 1/2" GYPSUM BOARD a �� these plans or if there are any inconsistencies on the plans, the contractor shall stop work 56, be limber stress to be size adjusted lumber 875 psi - Douglas Fir construction grade 2 or DEPT------DEPARTMENT PLYING-----PLYWOOD o 8 and na6fy (he architect. Should he fall to follow this procedure and continue with the work, better, modulus of elasticity of 1,600,000 Psl Douglas Fir No. 2 and Southern Pine- No. 2 dense DET-------DETAIL PERFAB----PREFABRICATED 24 WIDE SNOW AND ICE GAURD he shall assume all responsibility and liability arising therefrom. shall be considered acceptable species and commercial grade. Lumber shall be graded by a DIA-------DIAMETER..OR 0 PREFIN----PREFINISHED SIMPSON HURRICANE TIE HIS 80 6. Architect has made various assumptions that only can be verified in the field after partial recognized grading and inspecting bureau in strict accordance with industry standards and by DR--------Daae pROvo----PREPROIv�oeo PLACED AT EACH RAFTER \�\ it's use as Indicated in the drawings. Grade markings shall be clear) printed on structural members demo has taken place. If assumption Is correct continue with work. If assumpption Is Incorrect g g y p DWG-------DRAWING R------- EFRISER (USE 8-8d ®EACH END) stop work and notify Architect immediatelyy. In most cases assumptions can he verified prior to and where possible shall be left visible. (E)------EXISTING REF.-----REFRIGERATOR FACIA BOARD AS SELECTED BY OWNER R start of work with test holes, if this can be done -it is expected to be done prior to start of work. 57. Double joists under all partitions parallel to same and around all openings and under all baths. EA--------EACH REINF-----RENFDRciNc ' 'I"% ^I �r'� 3 k' 7. The Architect/Dedigner assumes no responsibility for construction conforming to these plans; 5B. MicroLam LVL's and ' I" Joist's are to be installed in strict accordance with manufactures speciflcationsAicrolam LVL's and EL--------ELEVATION RENOV=-=-RENOVATION SEAMLESS COPPERGUTTER ELEC------ELECTRIC RET-------RETURN SOFFIT V' Ks means of cansWctian, methods, techniques, sequences of procedures, or for safety precautions I joists to be by Trus Joist Silent Floor System. No substitution is allowed without written consent of Architect ENOL------ENCLOSED REV-- REVISE and programs In connection with the work, or has he/she been hired for supervision unless specified, prior to construction. EQ_--_-__-EQUAL RM--------ROOM N 8. Contractor shall be solely responsible for the correctness of dimensions or quantities and for the EQUIP-----EQUIPMENT SCHED-----SCHEDULE 2" CONTINUOUS SOFFIT VENT o flitting to other work; far work to be confirmed and correlated to the site; far information 59. Builder is to procure a placement plan from "I ' Joist manufacturer. (Trus Joist, A Weyerhaeuser Business) EWC-------ELEC WATER COOLER SEC-------SECTION pertaining to the fabrication procedure or to the means, methods, techniques, sequences and 60. For 1.9E Micralam LVL ExH-------EXHAUST SH--------SHOWER U w a) A minimum of 3' of bearing at ends, FIN-------FINISHED SPEC------SPECIFICATION procedures of constructions; and for the coordination of work with all trades. The verification FIXT------FIXTURE STL-------STEEL of the physical interrelationships of elements of the work from plans and specifications and h) 16', 18" and 20' deep beams are to be used in multiple units only. FT--------FOOT Sm-------STANDARD f ) N � � in the laid is the contractors sole responsibility. Architect's review of the contractors c Nailing pattern for assembly of multiple units is to he a GA ------GAUGE STOR------STORAGE submissions does not relieve contractor from these responsibilities minimum of (2) rows of 1 d nails a 12" o.c., (3) rows of 12d nails cALv------cALvnwzeo SURF------SURFACE 9. Architects site plan Is only schematic. All information is as indicated on owners survey and shall at 12" o.c. for 14', 16', 18' and 20" beams. GEN-------GENERAL BUSE------SUSPENDED w prevail. d) Assume no = 2,600 psi, E - 1,900,000 psi. GL--------GLASS SYS-------SYSTEM GLZD------GLAZING TFW--TOP OF FOUND. WALL m g 10. Do not scale drawings. Written dimensions supersede scaled dimensions. 61. For "I ' joint's: GR--------GRADE TEMP------TEMPORARY 4 11. Architect has not been retained for on site inspections and/or observation of the construction. a) TR--------TREAD UNPIN A minimum of 2" of bearing at ends, GYP-------GYPSUM TD------TRIMMED OPENING C-)Q a 31c 12. The standard form, N.A. Documents No. A-201, of the American Institute of Architects latest b) Lateral support is required at bearing points. HOL. MET----HOLLOW METAL edition Articles 1 through 14 inclusive, is hereb made a part of this specification and the terms H,P,-____-HIGH POINT F V to--------INSIDE DIAMETER UTIL------UTILITY thereof binding to the contract agreement to the some extent as If herein written out in full. A fit. All headers to be (2) 2"X1O" unless otherwise noted. INCL------INCLUDE VERT------VERTICAL \ �nygil VOL ------VOLUME c� z copy of this document is available at the office of the architect for examination. INSUL------INSULATE P F'✓ `P'F 13. Owner warrants t at contracts to perform the work contemplated h these plans will.not 63. Provide Douglas Fir Plywood manufactured to meet applicable U.S. commercial and American Plywood V.I.F.----VERIFY IN FOLD �+��pvs rc° nr '✓ll, h I LAM-------LAMINATE V.W.O--VERIFY WITH OWNER U devil in any material respect from the general notes here n and the pertinent drawings and Association Standards: LAV-------LAVATORY WD--------WOOD U specifcatlons. __---___ a� y P`91�,�c v o Flooring - 3/4" thick - interior (h-d) LF--------LINEAR FEET � 4T e' `"f' Z h Roof and sidewall sheeting - 1/2 inch exterior (c-d) So J CEILING CONSTRUCTION "pro 64. On all cathedral ceilings Unit around all skyUgghts, notch holes as allowed by New York State KEY TO SYMBOLS o 14. General: Submit samples, shop drawings, product data, test reports and data, manufacturer's Code for pro thru venting of halt insulation to allow for clear venting from soffit vents J { through lo•the roof venting system used. NEIN wnu SIMPSON STRAP TIE LSTA15 ARCHITECTURAL SHINGLES name, certifications,cont and procedures for all specified items and as requested by Architect. Shop 6 . Provide fire stopping ns floors, walls and other framed compositions as Irequied by the Nwe York State 2002 Building Cade PLACED OVER RAFTER TO RAFTER drawings shall conform to the best standards of the construction industry and shall be prepared and any local codes having jurisdiction. 1/2° CDX PLYWOOD OVER 30L8. FELT PAPER by and under supervision of competent engineering personnel. BEARING WALL (NOT REQUIRED IF 2"X4" C.B'S RAFTERS (SEE PLANS) 15. Stress graded lumber and timber: WINDOWS & DOORS ®16"O,C RAFTER TO RAFTER IS a) submit name of supplier and certificate of inspection at grades of lumber used 66. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, magnetically R-45 INSULATION in fabrication (±) - MAY VARY USE ® UPPER 1�3 OF PLATE TO N� h) Submit name of manufacturer of metal structural timber connectors with printed weathersGlPped, including an aluminum saddle. f 67. Where existing walls are {o be removed or new openings are called for in exlstiong walls, prior to removal of existing UNDERSIDE OF RIDGE) \s` MIN. 1° SPACE FOR VENTING OF INSULATION 3 PProduct catalog. walls, ceillpg beams, roof rafters, act, contractor shall brace existing until new theader as specified is installed. SMOKE DETEcroR 16. Slructurol Steel: 68. All new windows and sliding glass doors shall be Andersen Storm Watch or equal) and shall (USE 12-lOd NAILS) CEILING JOISTS (SEE PLANS) o) Submit shop drawings for structural steel members shown in the drawings. be provided with low E glass double pane insulating glass and fiberglass screemmg. zU 69. Anderson windows have a 15% return charge on standard windows (m stock) andl will not accept C.D. GABON MONOXIDE DETECTOR SENSOR SIMPSON STRONG TIE H6 1/2" GYPSUM BOARD PLACED ® EACH RAPIER 17. All items removed in the construction opme owners property with the exception of debris returns on special arders. Contractors/owners to verify that window sizes shown) an their plans (USE 8-8d ®EACH END) which shall he carted off the site and legally disposed of. are correct prior to ordering windows. Return charges / no returns allowed are 'the -$-F FAN/LIGHT 35 o.F.M FACIA BOARD AS SELECTED BY OWNER 18. Contractor shall exercise good judgment to minimize damage to existing areas (including lawn and responsiblity of the contractor. _ _ - BEAM J N , shrubs) 70. All fixed gloss shall he double glazed Insulating glass panels. Exact sizes to be IFleld SIMPSON HURRICANE TIE H6 SEAMLESS GUTTER determined aan completion of framing. 1- 7 PLACED AT EACH RAFTER SOFFIT 71. All entrance doors to have storm door or certified U value of .40 or less. 0 STL PIPE OVER P.C. FOOTING (USE 8-8d ®EACH END) 63 LANDSCAPING 72. All interior doors to be 1-3/8" hollow core luan veneered with appropriate hardxware. (Owner is L J _ 2" CONTINUOUS SOFFIT VENT tiff 19. Driveway and hose paving shall be as per town regulations. to select all roars and all hardware) 20. Contractor shall strip topsoil from front yard, side yards, and to 30' from rear of residence and 73. Window manuhcturer as noted. Provide at least one egress window (24' clear hall ht! opening and FIRESTOPPING AS PER CODE " upon completion of construction, final grade and seed this area far a lawn. ff g �1 ALIGN SECOND FLOOR " 21. Grading around new construction shall slope away from house and blend into existing. 20' clear col h opening min. 5J glass ft. far 5 sq.equal) on grade leve with sill within 44 to grade. - WALL CONSTRUCTION 22. Construction shall unless directed otherwise by owner) include in his work, removal of existing 74. Glass in side)es, showers, sliding glass doors far equal) and in interior/exterior partkitions 18' or less above RIDGE z ( the floor and s per Section R308.4 (Hazardous Locations) shall be tempered safety glass with marking 1/2" GYPSUM BOARD a shrubs and trees within the area of the new addition and transplanting of some to a location labels as pe Section 308.1 1 `_� P.C. PIER (DIAMETER SHOWN ON PLANS) 2"X6"WOOD STUD 16 D.D. selected by owner. FINISHES �3 Gonhoctor shell eklpulake an ollowdnce for landscaping. FLOOR JOISTS (SEE PLANTS) FOItNOA710N_�ND-FOOTING, y sEcnoN NUMBER R-21 INSULATION 75. All finishespphdall be selected b owner. SECTION 3/4" T & G PLYWOOD SUB-FLOOR I 1/2" CDX PLYWOOD �4o PdoY 76. All drywall s41 be U.S.G. National Gypsum Co. i/2' thick, taped and spacklled 3 coats. GLUE AND SCREW ��J CI? 24. Al footings to hear A upol�turbed eSpll with a min. IloWable adl preyeurq of 3000, lbs./SF and sh II 77, All Wallbaord d�all be primed and painted where exposed using best quality 'factory mined paints SHEET NUMBER TYVEK VAPOR BARRIER m hoar a m nimum of Sp-0 a cover, oil Is assumed go a sand grovel, with o minimum trace of dry clay. min. 1 coat %ager & 2 coats finish or more as required. 25. Soil tests are required as per Section R 401.4. 78. Owner shall select all colors: (re: appliances, paint, tile, carpeting, exterior, staining, counter 1/2" FOAM BOARD( IF APPLICABLE) 26. Top of footings shall be kept below frost lines. Contractor shall verify minimum depths required with {ops, vanities dad kitchen cabinets.) ( SIDING rt'�o = 0 local Building officials, 79. Contractor shall stipulate an allowance for interior and exterior lighting fxtuires, kitchen cabinets, �) ' 27. All footings to have (2) #5•rebars. cabinets, countertops and vanities. J 3� elk/�o 28. Stepped footings where regmred shalt have a vertical to horizontal ratio of 1:2 and shall not exceed B0. Ca etln shall be furnished and installed at owners expense. y2/ � FRESTOPPING AS PER CODEa slope at 30 degrees. Actual location of stepped footings to be located in feldand are rP g J SIMPSON LSTA30 STRAP < conceptual in nature an foundation plan. B1. All exterior siding shall be selected by owner. Cedar shall be coated with prreservatives to PLACED ® MAX. 16"O.C. FROM STUDS29. The foundation as shown on the construction documents is predicated upon a site with little or ria slope retain its natural color. fTO STUDS (AND AT EVERY30. NI concrete to be 3,000 psi stone concrete 028 days. 82. Kitchen flooring shall be oak floor as selected by owner with wood base. YSTUD MIN. 4'-0' FROM CORNERS FLOOR CONSTRUCTION 31. Provide 15,1 felt membrane dompproofing over {rowelled on mastic on all poured concrete foundation 83. Bathroom Fearing shall be mosaic tile on mortar bed with glazed tile base. Walls around tub and , _ AND AT WINDOW AND EXTERIOR 3/4" T & G PLYWOOD SUB-FLOORm walls from grade to footing, showers shall receive glazed tile to W-O" above finished floor and shall be set with mastic. All DOOR JACK STUDS(CAN BE INSTALLED OVER SHEATHING) GLUE AND SCREW z32. All concrete block walls shall be filled with mortar and hove duro-wall reinforcing every other course file shall be American Olean or equal. Zand shall he dampproofed edge of footing to underside of sill, and then applying asphalt paging an 84. Bathrooms shall be equipped with mirrored medicine cabinet, soap dish, tolldet paper holder, �� (USE 5-10d NAILS AT EACH STUD) IFIRST FLOOR FLOOR JOISTS (SEE PLANS) z top from edge of footing to grade. Apply o top coat of cement parging from top of grade to sell for towel rack, shower rack, shower curtain rods and clothes hooks as selectted by owner. finish. 85. All plumbin fixtures shall be American Standard or equal with Moen foucetes for sinks and \ �r o 33 Basement/Crawl space construction: If at any time during excavation, the soil appears to be avatores (gverlfyy with owner). PLUMFITNIG SIMP50N LSTA12 STRAP - R-19 INSULATION a s conductive to water problems, the contractor is to order a soil boring test prior to further 86. All appliances s w he furnished by the contractor and shall be G.E. or approved equal. ;'ESTE PLACED ® MIN. 16 0. FROM STUDS excavation to determine the water level and presence of an underground spring. ) ALL PI,�R w 34. Upon backfilling foundation, chemically treat so0 for termite protection in addition to providing 87. Provide access to attic with pull down stair at hallway ( verify with owner &vyA,ER 11 -` EEO TO , 4'-0 AND AT EVERY coy. termite shields or womanized emitills. TESTING BEFORECUv2FUNG STUD MIN. 4 -0" FROM CORNERS oa 35. Protide 6 mill polyethylene Vaca barrier under concrete sob. (omit of garage). ROOFING & Gl1T1FA5 AND AT WINDOW AND EXTERIOR J� DOOR JACK STUDSI Jz 36. If other conditions are encountered or special site conditions prevail the contractor is responsible 88. All metal flashing where called for on plans shall be copper. 11 2 2" X 6" SILLS WOLMONIZED ACQ �``I far having the foundation redesigned and shall notify itis or 89. Roofing shall be 30 year architectural asphalt shingles over 30jf felt. (USE 5-tOd PER STUD O � 37. All wood on concrete shall he A.C.O. treated. 90. Install copper leaders, gutters, and drywalls as required for proper runoff collecttion and distribution SILL SEALER 38. Provide 2x6 A.C.D. wood sills over the sealer anchor bolted to foundation, Anchor bolts shall be and as required to meet state and local codes. PLUMBER CFRTIFICA TION SIMPSON LTP4 COPPER TERMITE SHIELD WITH PAPER 5/8" all 12" long and 12' from comers. Provide 2 bolts per sill piece minimum. � � 39. Any excavated areas requiring fill shall be compacted in lovers to a min. of 95% density. PLUMBING & HVAC ON CI�N'u !„ FORE PLACED ® MAX. 16"O.C. FROM RIBBON COATING SIDE UP N o 40. Concrete shall not he poured and masonry shall not be laid when the temperature is 40 degrees CERTIFICAT,; 0+=OL'(.JPANCY TO SILL PLATES or less. Concrete shall not be poured on frozen surfaces. 91. All plumbing shall be in strict conformance with the New York Stale 2000 TIBC. (USE 12-Bit PER TIE) z °sm 92. Install new oil fired hat water system to provide a separate zone SOLDER USED IN WATER 41. All structural steel to be A-36 Is 36,000 psi All shapes & plates shelf conform to ASTM A36. with thermostat and controls for the new addition. All piping shall be insulatted and run SUPPLY SYSTEM CANNOT 5 8"0X 12" LONG ANCHOR BOUTS _ o 42. Design Values: concealed in the floors, walls, and/or ceiling. Radiant baseboard elements sthall be of EXCEED 2/10 OF1% LEA AND MAX. 12" FROM CORNE�S EMBEDDED MIN, 7" INTO COINC. CELLAR III- N LINE OF GRADE z a) A.S.T.M. A-36 steel/Fy= 36 ksi sufficient length in each room for maintaining a 68 degree Fahrenheit interilor temperature �OR SPACING SEE ANCHOR BOLT SPACING CHART ON SHEET #2) _III-I -EARTH BACKFILLED (SLOPE AWAY b) Bending stress = FL= .66Fy - 24 ksi -I ' FROM BUILDING FOUNDATION) for compact sections (W & S shapes), at 0 degree exterior temperature with a 15 mph wind velocity at 36" above; finished floor, c) Bending stress = Fla = .6OFy - 22 ksi 24" away from exterior walls. 1/2" EXPANSION JOINT FILLLER I- far non-compact sections. 93. Sanitary disposal system shall be County Health Department approved for ddesign and installation. CONT (2)-#5 REBARS IN BOT OM OF FOOTIING _ FOUNDATION CONSTRUCTION d) Sheer stress (Fv) = .40Fy = 14.5 ksi System to he 1000 gal / min. septic tank and 300 sf wall area leaching Ipoal or as required APPROVED AS NOTED _ e Modulus of elasticity = 29,000 last by County Health Department, a' S B P w 3° s ,�' 4° THICK POURiED -i I_ DAMPROOFING OVER E 43. Steel lintel schedule: DATE: -; CONCRETE SLAB W� 6x6 10# /10# W.M.M. -III- 10" POURED CONCRETE FOUNDATION _ Up to S-6": 3.5%356/16' _ a . n- 36 to 8'-0°: 5'x3.5"x3 8' r 25 chn FEE: It LJ , BY:ec 6 MIL. POLYETHYLENE VAPOR BARRIIER �� ,il _ _ #5 REBAR ® 40"O.0 VERTICAL SPACING l `� - over B'-0': 6'x3.5'x1 2� 94. 50 Gini Intermittent bathroom ventilation, or 25 cfm continuous. NOTIFY BUILDING DEPARTMENT AT lU h / 95. 10 n. candles of light at all landings, treads interior and exterior stairs. 765.1802 8AM TO 4FM FOR THE 6" COMPACTED POROUS FILL 10°X20' POURED CONCRETE FOOTING = Y o 44. Wood shimming is strictly prohibited. Use steel and/or non shrink ggrout only. 96. Install as er awnergs direction an and all intercom, telephone and/or TV anteenno wiring in walls _ _ _ 45. All reinforcing rods shall he deformed of intermediate grade new Flllet steel conforming to A.S.T.M. pp y FOLLOWING INSPECTIONS: I-III-III- WITH KEY, ON VIRGIN SOIL LLC NS UC specification A-615 grade 60. pri8r to sheehocking. All temperature control wiring shall also run concealed irin walls, floors - - _ _ _ tln r I cc I�ciitr L FOUNDATION - TWO §,SQUIRED I III-I I I-III- MI RE IRE 46. Columns are to conform to A,S.T.M. A-501 or ASTM A500, grade B. 97. Electrical work to be Board of Fire Underwriter approved. FOR POURED CONCRETE /+CUPANCY OR _ CODES OF W 47. All bolts are to conform to A.S.T.M. A-325. 98. Furnish and install a single station smoke detecting alarm device where indleatted on plan. (AJ 102.3) 2. ROUGH - FRAMING I rplUMBING OC. I-III-III- > xn 'z' n I 4B. All wood/steel flitch plates shall he through bolted with 5/8'0 galvanized steel bolls 0 16" o.c. Device shall conform al Section R317.1 ke the New York State Building Cade. 3. INSULATION , III=J. o III-I I I- 3 0 W J cls staggered. Such FlI{ch closes shall be supported on solid pasts with 3/8 thick steel hearing plate USE,-'IS UNLAWFUL - I I-I ° '- III-III=1 I- ��inr r.- O Z 0 M fastened to the top of the post. See construction documents for the size hi itis post. Insure that 99. Carbon Monoxide detector sensor shall be provided on each Floor 4. FINAL - CONSTRUCTION MUST 1 ' I-I I - - a Q ^ a `-,!6i applied loads are transformed to all load carrying component parts. All steel pplates shall be the including cellar and shall be hard wired. SE COMPLETE FOR C.O. WITHOUT CERTIFICATE ' -III - I-I- II gs�� S 0 I`' I same depth as that of adjacent wood members less 1/4' (1/8' at top; 1/8' at bottom). 100. Smoke detecting alarm devices shall be provided outside each separate sleepiling area, in each ALL CONSTRUCTION SHALL MEET THE 1 I CERTIFI N ( I T V W Z 49. Connection Materials (bolts, nuts, washers nails, screws and the like) shall conform to ASTM A307. sleeping space and on each floor level to be hardwired. REQUIREMENTS OF THE CODES OF NEW OF O,CU'PANCY _ Nails shall be hot-diPped galvanized in accordance with ASTM A153. 101. All electrical work to conform to the °National Electrical Code and any appliceable local codes, YORK STATE. NOT RESPONSIBLE FOR 20" UNDISTURBED BEARING SOIL NAILING &C N1) WA y 50. Manufactured Metal Slmctural Timber Connectors shall be as manufactured by Teco,Chevy Chase, Maryland and shall be approved by the 'National Board of Fire Underwriters'. DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCEED WITH REQ ED V Silver acturemetal products, Inc., Livermore California,nnectm other accepted by Architect. Provide galvanized 102. Electrical and H.V.A.C. systems shall by designed by others, unless otherwise i noted. FRAMING UNTIL SURVEY FLOOD ZONE joist hangers and connectors as shown in the drawings. Minimum thickness of steel shall be 14 gauge. 103. Contractor is to verify prior to contract signing all electrical fixtures, outlets„ and switch location K ~ as well as type and manufacturers. OF FOUNDATION LOCATION FLOOD COMPLY WITH CHAPTER"46" 51. Structural Steel: 104. Service shall be 200 amp service with pushmatic type panalboards or as speacified by owner. MISSILE TESTED WINDOWS FOR 120 MPH.(3 SeCOFld gust) WINDS REQUIRED HAS SEEN APPROVED. a) All welds shall be made with e7oxx, low hydrogen electrodes, by licensed welders SOUTH DAMAGE PREVENTION h) Unless otherwise noted, all steel will be cleaned to meet the requirements of SSPO-SP3 by the Steel 1D4 NOTE TO SUBCONTRACTORS• Do not notch or cut holes into joists greater ithan that allowed SOUTHOLD TOWN CODE. RAMNa N°. rs xa Structures Painting Council and shall be pointed with shop rimer 2.0 to 4.0 dry film thickness. 1 c) Structural steel supporting woad Gaming shall be Fastened to the wood Gaming with 1/4 clip angles vv�" a �1 �6 D E TA I E I at intervals not a exceed 4-0". a� Notching: Maximum 1/6 depth within 1/4 of an (not allowed within middle half of span.) RETAIN STORM WATER RUNOFF, .- b Bored Holes: Maximum 2 1/2"e no less than 2" from top or bottom of Joliet. Also, in no case 52. Point for structural steel: are notches to be placed in both edges if the near sides of such notches rare closer than 12" NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN STRICT ACCORDANCE TO A`� PURSUANT N SECTION 45-1 OC 1 Shop primer: Tnemec 10-99, Tnemec Company or other accepted by Architect horizontally, nor are the near sides of notches and bored holes to be placeed closer then 12" MANUFACTURERS RECOMMENDATIONS INCLUDEING BUT NOT LIMITED TO TERMITE SHERD, CUPS, TYPICAL WALL SECTION OF THE TOWN CODE, CAO horizontally, nor are bored holes to he placed nenear -id.� of Fitch holes are closer th n 12 ar hatIII ah the top and hottacm edges if the STRAPS,SHINGLES,SIDING,WIDOW'S.DOORS,INSULATION, ECT. ECT. ECT. NO SCALE owcWn(m 1 of I SHTS NAILING SCHEDULE(EXPOSURE B ) u n HIP ROOF GABLE ROOF LSTA15 MAY USE LTS15 STRAP (USE 12-10d NAILS) IN LIEU Of COLLAR TIES (CAN BE INSTA 0 ION # OF COMMON NAILS NAIL SPACING OVER SHEATHINJO JOINT DESCRIPTION (USE 12-lad NAILS) ROOF FRAMING © (INCLUDING 12" (CAN BE INSrA� RAFTER TO TE 3.811 PERRAFFEfl �� / - -----7- "t-----r- VERHANG) OVER SHEATHING © , CEILING10JST-TOTOP PLATE -NAILED i.\ ROOFRAMRS 61 2RO.C.WALL 0 114 0"HI 34d PER JOIST l • i ROOk RAFTERS 0161 WALL.0 8.1 OR .. 3-8d ROOF SPAIN 1 (� CEILING TO PARAIJ.EL RAFTER FACE-NAILED) 12 FT. 20 FT, 28 FT, 36 Fr, j (RAFTER@12ro.C.)RAFTERSLOPE; 3:12 4161 6.161 e-16d e•16a I © RAFTER TEE DETAIL RAFTER TO RIDGE TIE RAFTER TO STRUCTURAL RIDGE 4;12 3.1 51 61 61 simpcastra�g Te Hs sA RAFTER TIE DETAIL Simpson strap Tle H2.sq Simpson Strong-Tie wZb 61.12 3-i 4T 5-i6d 5.161 EACH IAP (D INSTALL TIES ® EACH RAFTER Simppson Stronq-Tie H6 INSTALL TIES ® EACH RAFTER INSTALL TIES ® EACH RAFTER INSTALL TIES 9 EACH RAFTER TO STUD USEIb-lad®EACH END 7112 3-1611 3-161 4,611 41fid (USE 5-Bd ® EACH END) U ( ) 9:12 3-16d 316d 3.16d 3-1611 (USE 8-Bd EACH END) (USE 5-Bd ®EACH END) 12:12 3.1611, 316d 3.161 3.1 Fd i �� Use every other null hole ^� in 0 row to provide the ROOF SPAN I ,� n �� code-required minimum Use ewery other nail hole CENN6 TO PARALLEL RAPIER ACE-NAJ ED 12 FT. 20 FT. 28 FT. 36 FT. center-to-center in a row to provide the spacing for nails code-;required minimum (RAFTER @16ro.C)RAFIFERSLOPE., 3:12 5-161 11164 11-16d 14161 i -.T_____�.---- ---__�_ center'-to-center 4:12 41 8.16 11-1 © \ \ spacing for nails 5:123.161 5.161 7-16T- '1161 EACH LAP \ 7:12 3.16d III 5-16d 6.16d \ 9;12 3-16d' 3-16d 416d 5-16d ® i 12:12 3.161 3-16d 3-161 4,611 ROOF FASTENING ZONES FOR WIND UPLIFT INSTALL CROSS BRIDGING MIN. B'-0" D.C. ROOF SPAN FLOOR JOIST Simpson Strong-Tie NB (UNG LAPS OVFA PARTIrDN FALE•NAILED 12 Fr. 20 Fr. 28 FT. 36 FT. (RAFTER@12wO.C.)RAFTERSLOPE: 3:12 4.164 6.161 8-161 8-164 ROOF SHEATHING FASTENING SCHEDULE (USE 2-1011 EACH END) 412 3- 6.1 6-1 5:12 3-16d 41 5-16d 5-161 EACH LAP 1 ROOF FASTENING ZONE 7;12 316d 3.1&1 416d 416d REGION NAILS PANEL LOCATIONf 1 2 #4b 9;12 3.1611 316d 3.16d 3.164 HIGH WING 8d PANEL EDGESRIBBO 12:12 3-16d 3164 3.161 3.164 6 6 UPLIFT COMLMOMN PANEL FEILD 6 6 Provide minimum �• H6 end dlistance B ROOF SPAN (a) EDGE SPACING ALSO APPLIES; OVER ROOF FRAMING GABLE Equal specifiedmber nags of IUNGLAPS OVER PARTID ON(FACE-NARED) 12 FT. 20 FT. 28 Fr, 36 FT. END WALLS In each end (RAFTER@16ro.C)RAFTERSLOPE, 3:12 5.164 &T6d 11.1Bd 1416d (b) USE 8d RING-SHANK NAILS IN THE ZONE IF MEAN ROOF HEIGHT IS WALL STRAFING DETAIL ali 4;12 4 8-1 11-1 GREATER THAN 25' Slmp� rf ong-Tie TSTA30 and H6 :1 3.1 1 7.16d 9 46Ti EACH LAP INSTALL STRAPING ® 16"O.C. WALL STRAPING DETAIL INSTALL SOLID BLOCKING MIN. B'-0" O.C. Sl 3.16d III S6.164 NOTE (ON LSTA30 USE 5-Bd ®STUD AND® FL. JST.) impson rang- leLb I A:30 9;12 3-16d 3-16d 41fid 5-164 (ON H6 USE 8-811 ® EACH END) INSTALL STRAPING 0 16"O.IC. 12:12 3-16d 3.16d 3-164 III THE WOOD IFRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS (USE 5-8d PER STUD) FROM THE (AMERICAN FOREST AND PAPER COMPAN WAS UTILIZED IN THE OTE: STRAPS CAN BE INITIALLED OVER SHEATHING NUMBER OF COMMON NAILS IN EACH END OF I I/4'20 GAGE STRAP DESIGN OF THIS STRUCTURE. (N ) (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) 'COLLAR PE 10 flAFTER(FACE-NAILED) ROOF SPAN 1995 HIGH IWIND EDITION FLOOR JOIST BRIDGING OPTION A OR B 12 Fr. 16 FT. I 20 FT. 1 24 FT. 1 28 FT. 32 FT. 36 R. (RAFTER @IZ"O.C,)RAFTER SLOPE: 3:12 4.8d 5.8d Ill 7-8d 8-81 - - ,2 45-8 7 8-8d 5:12 2.81 Si 4-6d 5.81 5.811 6811 impson Strong-Tie 6:12 2.81 3.81 3Rd 481 481 5-811 fi-Bd p LSTA 12 7;12-12:12 2-Bd 3-011 3-811 4-8d 4-Bd S•8d 54d Sim s n Strong-Tie (USE 5-10d PER STUD AND AT RIM JOIST) WHEN A COLLAR TIES USED IN LIEU OFA RIDGE STRAP,THE NUMBER OF 10d NAILS REQUIRED IN.EACH END OF THE HT (USE 32-161 NAILS) COLLAR TIE NEEDED NOT EXCEE E TABULATED NUMBER OF 8d NAILS RED IN STEEL STRAP, to NUMBEflOFC014MON'NAILSINEACH END ROOF /4'20GAGE STRAP SPANSimpson Strong-Tie ODLLARTIETPRAFTER(FATB4WUL,ED) (U IP12-Bd PER TIE) { ), JL$ 1 _ ,16FT. . 20 , . .' 24 , . 28 FT. 32 Fr. 36 FT. a 11"8d '- - ie 1 fid Simpson Strong-Tie 5/9 ANCHOR BOLT 4. (COVER SHEATHING)INCCAN BE INSTALLED 5 7 H2.5A '� 'i 1' 61123-ed14-0d 481 5-8d 5.81 6.8d 8.811 7i -12:12 3-8d 4-8d 44W 5-811 5-011 6-81 6-81 (USE 5-Sd ® EACH END) s WHEN A COLLAR TIE IS USED IN LIEU OFA RIDGE STRAP,THE NUMBER OF 101 NAILS REQUIRED IN EACH END OF THE u ae COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 811 NAILS REQUIRED IN STEEL STRAP. Q 2s r' ro 2-1d EACH ° WALL TO FOUNDATION(SLAB� WALL HOLDOWN ANCHORS WALL TO SILL PLATES s�°> RIM BOARD TO RAPIER END-NIJIED 2.161 EAOI O H2.5A ®16"O.C. SEE PLANS FOR LOCATIONS LSTA12 AND LTP4 PLACED @16"O.C. b WALL FRAMING 0 ' TOP MATE TO TOP WTE FLED1 9l PER FOOT LOAD PA1fH DIAGRAM MRLftAQ JEW SIDEDRAG TIE ACROSS BEAN SPLICE w 4.BEAM SPLICE (DESIGN BY OTHERS) -MAX. 6" FROM EACH CORNER m 09102• 24'O. / O PROVIDE MAX. 12" SPACING v< Sill TO 1 - 16 O. EDGES f"--SINGLE PORTAL SYSTEM C7 K w 2-16d PER 27(4"SND DOUBLE PORTAL srsrEM I z c7 N TOP OR BOTTOM PLAT TO STUD(ENO-NAUED) 3-161 PER 27(6'SND 4-16d PER 2701'SND BOTTOM PU TO FLODA 106T JOIST 2.1 PER FOOT rL - ---- ----- a z w P (MIN. \ 1 I A%. 6 FROM ENDS L<Q - K TO PAST HIM ER SEE PIAN 1� OF TOP SILL PLATE _ FLOOR FRAMING /\I ) a MA%. \ Io3" STEEL WASHER ofJOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 48d PER 101ST \/� I BPoDGI TO JOIST ENAILED 2-811 EACH END ONGPWALL I ISI OBLOOONGTOl015T E-NULED zAa EACH END I we'4" MAX. 7 �:,: .i -L Ln ZBT.00IONG TO SILL OR TOP PLATE LED3-16d EACH BLOO( --- --- p J d LEDffflSTPoPTOBEAM(FACE-NAILED) 3.161 EACHIDLST HEADER SUPPORT PaSIBOLT.,- W JOISTTOLEDGER TOBEAM OE-NAILED 3.8d PER JOIST i (DESIGN erOTHERsJ BAND JOISTTO JOIST END-NAILED) 3-161 PER 10 n l o w / COLUMN BASE // " Typical Anchor Bolt Detail W J BAND JOIST TO SIL OR TOP PLATE(TDE-NAILED) 2-16d 1 PERM \� (DESIGN BY arHERS) � -- ANCHOR BOLT SPACING CHART zF 3 MAX. SPACING F J ROOF SHEATHING A" ' 1 STORY ROOF UNDER 7 12 PITCH 72 PANEL EDGES INTERMEDIATE ":•. ."" SILL PLATE TO FOUNDATION ROOF OVER 7/12 PITCH 36 z STRUCTURAL PANELS SUPPORTS �'': r A,.. •• " ' v (CRAW-51-ALE OR BASEMENT) p STORY ROO NDER 7 2 PITCH 3fi ROOF RAFTERS@i2'O.C. INTERIDRZONE 6' 12' CONTRACTOR TO PICT( OUT ROOF OVER 7/12 PITCH 23" 4 FT.EDGE ZONE Bd 6' 12' ALL BOTTOM PLATE TO FOUNDATION 1-2 STOR ROOF UNDER 2 PITC 51 APPROPRIATE WODEL NUMBER SLAB ON GRADE) ROOF OVER 7/12 PITCH sr' fl00FRAFIERS@16ro.C. JNTEPoORZONE 6• SINGLE AND DOUBLE PORTAL ASSEMBLY SINCE FIELD CONDITIONS MAY H- 4 R.EDGE ZONE 6' 6' CEILING SHEATHING Simpson Strong-Te (MAY NOT APPLY) CHANGE U v WALL NAIILING SHEATHING PATTERN 611PSUMWALBOARD 5d COOLERS 7'EDGE110'FIELD 1. SHEATHING TO BE INSTALLED WITH 8d NAILS _ WALL SHEATHING 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS Z 3. SPACE NAILS AT 6" O.C. AT PLYWOOD EDGES O Z a o STRUCTURAL PANELS PANEL EDGES INTERMEDIATE ' ° RAIUNc _ Q' r SUPPORTS 4. SPACE NAILS VERTICALLY IN PLYWOOD FEILD, .°, IIRIOflZONE fi' ,2'STUD SPACING @12'O.C. a - 3 Z Jz^ 4 FT.EDGE ZONE 8d 6' 12' LLI STUD SPACING @16l INTEII ZONE Ad 6. 12' Simpson Strong-Tie �O � � Or 4 Fr.EDGE ZONE 8d 6' 12' 166d NAILS AT 24'O.0 PC (USE 14-16d NAILS) FOIST 1� Q '- ivo GYPSUM NOTES 1 a GYPSUM WALLBOARD 5 T 10' (SEE THE NOTES FOR •� U W O PARTICLEBOARD PANELS Bd SEE NIANUFACNAEfl FASTENING REQUIREMENTS) D "T�1e�USE�2-#8 GALv.scews) Cn FLOOR SHEATHING e U o e' U STRUCTURAL PANELS PANEL EDGES INTERMEDIATE SUPPORTS \ 1 6 12 Ild NAAILS AT 6" O.C.ON ALL 1/2' PIYWOW sHEATHNG N6 FdIFATERTHAN 1' 1 100 16" 1 6' PANEL EDGES AJOIST RARING N0. P"PECfd NAIL AT 12'O.C. ON ALL FRAMING 4{p1 049�5 j MEMBERS NOT AT PANELS EDGES .I MINI 1 ULM RE00ENDS ARE BABOON W.LLSBTHM NAILED 6 INCHES ON CENTERAT THE PANEL M FIVIALLSHUTHING 6 NAILED 3 108 ON CENTER AT THE Simpson Strong-Tie A5NOiEl7 PANEL EDGETO DWAIN LICHER SHEAR FAP/QFM NNUNG WORE14lBJi5 FOR STRUCTURAL MEMBERS SHALLEE DOUBLED,ORAI•TERtATE CONNECTORS,SUCH AS SHEAR AS 44 (USE 12-16d NAILS) Simpson Strong-Tie P1AIESSNALL BE USED TO MABNARIIHE IAADPATH. � DBT1 (USE 1-10d GALV. NAIL). NOTE: REFER ONLY TO THOSE DETAILS 1 19 v - TYPICAL {WALL OUTSIDE CORNER DETAIL THAT APPLY TO THIS PROJECT. °"""° 2 WdElJWNJ.SHFATHWBsfONRMIOUB DVERtONF€CTHIMBAB96,THETA&AATlD NI1MBBLaFNNLS SFMLL BEPW7TRE0 TO BE RE011fED To 1-1e1 xNL PEEL FOOT. DECK DETAILS (INSIDE CORNIER SIMILAR) Simpson Strong-Tie L•�:W OIFGNFD 0Y: 2 of SHTS ),.A, M. C 6 6 F.A.V. OXW155 - - - - - - - - - - - - - � - - - -1 — — — — TYPE"X'GYP. BOARD N FILING AND WAU5i r- l= __ — - - UNEXCAVATED FLU PROVIDE PLUM51NGI I 410/10 DEPRE555 PORI FOR URE BAT N15H_ J PORN. s H M UNEXCAVATED UNDkR I I e ie EA. 4'P.C. SLAB WRIT GXG 10/10 ~: I L 11.L Wf 12X35 2 PL JSTS B .OVER G MIL VAPIOR (� 1 WM BARRIER AND 6'POROUS I'll-L-) ;� � y1 ; d BWILD 0 OVER "��1,�I . ® L BEAM L - - - - - I- -I I- P - - - Wr 12X35 r — r_ — - - - .----- _ - -- - - - - - � ®® _ — — — — — — — — — — 8 BEAM ® ® J — L f4' EXCAVATED PocNEr — - - - / 5LAB WITH 6XG 10110. DUTZ559 FOR FINISH Sfl6W5-biEbFTb>=6F FdUt7b1'6 — — — —— — — —— — — — — T.F.W. / [--J UNDERSIDE OF 5LAB ELEVr- 21-8' -- 5HOW DROP OF FOUND.-I'-3' . �.� � I I a5'-0" F t7 I— BEAM /14'T.J.15 PRD 360 FL.JSTS N POCK 14"T.J.I'9 PRD 230 FLJ9P9 ® I G'O.C. ALUM.TERMITE SHEILD T.F.W. -'� INI5H AS PER OWNER ELEV:I'-5' IA`_2^ _ 'P.C.SLAB N - in 14'T.J.I'5 PRO 360 FL.J5T'5 \ J I /®•1 G.O.C.PRO 230 FLJ� I ® I G.O.C. 40t ,/d0 Z U � m N 2 SLAB LEDGE R' FOUNDATION WALL CELLAR 4 I ELEV:-ID-2' ' / tv DETAIL X_-X I a `4' P.C. SLAB WITH GXG 10110 SCALE:i/2'= 1'-0' i Q W.W.M. OVER MIL. VAPIOR 6 1 i `� BARRIER AND 6'POROUS PILL � STAIR GOING AND R15ER INFORMATION �\ ��� S \� _ U e -1 I '�--WRIFY w1TH MA90N) O o Ua•Ea. -IAB- — — T II I J — WF I 19 WF 2X 19 _ Fl F-1 1 I LI / Z _ C.O. 12 GOING569'EA. r -- BEAM \ • / / O a BEAM 5TAIR5 AT_GARAGE ISL 1f 1 1y �. POCKET DIET 3'— _ _ VERIFY 5RE OF MA5ONARY _ _ C5 B "I FIRE PLACE OPENING FOUND. ELEV. -I'-3°TO ELEV. -10'-2" J P Icer wrm MAsoN 1 TOTAL RI5E =8'-I I' REQUIRED 14 RI5ER5® 7 5/8" EA. to 13 GOINGS @ 9-FA. = I O'-6'TOTAL Ll P W ° ng° ESI P N 7 'u STAIR GOING AND RISER INFORMATION U Sz — — — — — — — -- - — — — — (0( 155 FWH 5061 I O _ - COIN J � C 7 [�A 3 I/2" 5TL. PIPE ON48"X48"X24" P.C. FOOTING RA NO NO, a`.I" L a'_o• L a 6• LM.D. I W/#5 REBAR G"O.C. EA. WAY MATT OYP. OF G)2�2cue '� 5 GOINGS®9' of ,j0. QB 3 1/2" 5TL. PIPE ON24"X24°X 12" P.C. FOOTING STAIRS AT FOYER 31 (fYP. OF Q L W. Of I , A B 6 C — ST_9• 3 I/2'STL. PIPE A.B. DIRECTLY TO 45-P4045-20 FOUNDATION WALL --_- FWELESS GAS — _ — - . -- - - — HEATILATOR CXWI45 (7M'145 -- - — — — _ 21 4'x14"M=lAM I u 0 7 — — rcHEtV — -r — — — — — — — a y c_oveReD PORCH r� r _ _ _ — 151, �b 1 tz> 13/axi 1 iia"M-LAM LAUNDRY _ p g + 25:125:10' R.JSTSFL.JSr9 ( iIoff°FLJsrs I z'>f�Ia FLJs_rS — — — _ -- - --- P x -_ N I '�' Il�lr.'� r ® 16'O.C. / ® 16'O,L, / FOUN0. 9MELF FOUND. SHELF I BATH �� '/ �I� L J - J L J N /2'X I O'R.R'S®16ro.C. 111 3CARGARAGE I o L IL - JIL- JI I —� �R p'x "LLG.JSTS 16'O.L "C°LABEL 5ELP CLOSING - in POSTFRoMABOVE in r ^� FAMILY ROOM IF BLOCK 50LJD TO BTL. BEAM _ _ - L� AVIiii MIDPOINT O j OF SLAB: - 2'-6' DN 2R - - - - RAII RLI GAS — - ---� — ____ Q a IDI Iolb� i Tre W GYP. BOARD ON �,p I CEILING AND WALL4TAPED AND I ®� BUILD 5TEP5 J 9PACKELED AS PER CODE Nj OVER .- LN (�J�+i 7F_ I MUD ROOM nl IN ®oa — — — — — — SInI Ia 2R 31/2'5TL PIPE I N - - - A.B. DIRECTLY SEAT _ 2 Lmi - LP.5.1 - 2'4' FOUNDATION WALL I.�4���L� i 0155 BEARING PARTITION 5 PARTRION ( 535 — lDO.H.D. 1144 VO.H.D. P'17l1 ,,'O.n.D. II 6 §b 0 \ FWH Deo _ — AUGN STI PIPE DIRECTLY—/ hh TO 5TL COL BELOW �\ I A 6 B h - --ARCMD OPENING - - -- — — — r 6 L n l I ` N 7 I� _STUDY_ p COVERED PATIO .. i I a'T.J.15 PRO 230 srs 6 u /zx 'DKJST5®16'O.C. � , ® 16ro.c. I I FORMAL DINING AREA CJs ' I IQ i 5 ,14'T.J.15 PRO 360 FL.J5r5 ® 16'O.C. —� —�I o 3a - - -- - - ARCH'D OPENING — ———— — — —— — — — —— — ( ) "M=LAM (2)2'X12° --_ / _ (f-WSH) STAIR GOING AND RISER INFORMATION N - — ---- - - - -- m �jCNTFLJsrsNDzro.c. GREAT ROOM i Fl 111 GM. BOTH ENDS _ 1 . t I I OPEN TO FOYERI� I ABOVE 1 2 3 4 5 6 7 a 9 10 �, I OPEN TO_ N *D �I 1= I _ gg DN 11 COIN �^ D)NTO DE ---RTICO DN ABOVE I I� -ca �Illo I S�$ :6 s "� p I ' UNCOVERED PATIO m 270'RR'S N I l ®I� OC STAIRS AT MUDROOM N — —RAILING a o PEP CODE _ / s ELEV. d-0" TO ELi 7-4" TOTAL RI5E =74" REQURED I I RISERSQ 8" EA.19 GOING5 19"1 =6-9 TOTAL � - RTITI F.-_ - — EARING PAP. H fq1 B G P IT N I HALL 7 l Cl* o M^ 0 0 3 �®�^ - I � h MASTER z �I ILII — BATH wa ppu p 4e'x72^ W.I.C. ® MASTER TUB F I! HATCHnows I BEDROOM I U \� u sm^ F r BLOCK N ll ` �- U N V J I Q 3aN V. C7 ZJa' M.J� �(�� N O w - — - -- - _ _ +\ a =vim CW 1 55AU NI3FAM5UNDl 145 CW 155 CW 155 CW 155 BEARING PARTITIONS ABOVE / 3 Ix` _j FIRST FLOOR LIVING SPACE= 3516 SQ.FT. " o RAWING ND. i'nu[Cr un SECOND_FLOOR LIVING SPACE= 2145 5Q.FT, 3 TOTAL LIVING 5PACE= 5GG 15Q.FT. � ] q A5 NOfEl7 C' GARAGE= 783 5Q.P7. auw e IRST FLOOR PLAN 5CALE:I/4'-I'-0' Olmlm m 4 of -?Si L : Lir A 6 C CWI45 CWI45 "f:I r - - - - - - - - - - - - - - - - - �' - - - - - -- - - - -- - - 6'l]'PLT. - - - - - - - -- - - - - - - - - - - - - - - - - - II u II I ® II O- I - ---- 11 (a'o c�J x II N PLAY ROOM w $ r STORAGE �:+�'� III 4"' BLOCK SOLID 1EK I G2 _ TO UWDERSIDE OF RIDGE N N N m N N N N N D. 4'X8" BLOCK SOLID TO UNDERSIDE OP RIDGE C.O. N I, (2)1 3/4•x1 G"M-LAM STRUGT. RIDGE (211 .3�4'x I G' M-LAM 5TRUCT. RIDGE _ ISI - - _ (2)1 3/4"x I G'M-LAIV5 RU : RI GE _ DNI I RAI PER CODENG KNEE WALL - KNEE wALL KNEE WALL KNEE ' A OPEIN TO — > N BELOW II I I � I CW145 , L _ - - I - - - - - - — - - - -- - - - J AFC12 AFC12 T AFC12T -- y5 - CL. /2XIo'Qfi JSr5AAl6 o /04I0'CLGJST58I00. -Gil 'L BEDROOM - � u h r �- ef• A I i•- LOCK 2 k t F I 1A95 BEDROOM - #5 �2� D r " . jl 10 clr; 1 ;k I FLAT DECK - L N ARCH'D O ING, CL. CL. - - - Sl l n ARLH' OPENING IR WALL MI . 3G+HIGH ! I 0/10 OPEN TO HALL 1111 I 4 �- BELOW s'ac G. �I OPEN TO J a nI a 1 1 7!31 PRO 230 TJI'S R.R5 1UNG As/ 1 �.D. / _, `* BELOW a ExI - .J I 'D.C. Rcone E� �I /1 1 70 PRO 230 TJI'S R.R'S \)I "if 6 NIIIII 81Gro.c. > 6 q vll �x1mcLGJsrsAolGp' .C � z z CONST. GRADE I OR BEITE� --� � N ARCH"D OF IN O PL)5 1,. - - 1F1�� a f L O 4 l BATH BEDROOM #3 4 BEDROOM /� "X 'c 5 16 pkj 7 � � I, W m I ri� F- Ovz 1 ♦ 7l[ U I ' > CL. S /2'x 10'CLG.JSrS®I 6-0,C,. I � N kz _- _ CL. d _ _ �V \`/ 1 O fn 2ZP 2 Z -9 1-^v CW 145 / L1V145 A CWI45 V W z cn 991!5" 3$ AAa[Cf qn SECOND FLOOR LIVING SPACE= 1616 SORAVANO N0. FT. ' SECOND FLOOR PLAN PLA_l_R_OOM AND 5TORAGE= 529 50.Fr. .e 96ALE:1/4'-I'-0' TOTAL LIVING SPACE= 214 q ANEq®nr . 6 of.+S _ �. 1_jP� �y �y �0Iyy ,0D�I� �I I Ic0yy i tN0�I� I 13/4'X14'M-LMA 2x4•TIES ®16•o.c. 11 7/8'PRO 230T.J.I. RR5010O.C. = zxlMK5 7 I ATTIC 7 E jl I II �J / AIS _ L x 12'CLG JST9 16'O C ola NS'CLG.JSTS 16b.C. I 13/4•X 14 M-LAM UNGS AT f' i i i� - • I� — I!' byp - MIN 36• HIGH ,<'I _ - 7 _ �•,''', III � ��\Q ___ _ _ I Il' mI I (2)1 34X7 IM-M1AMO URVeo WALL 036"HIGH 2x6' FL.J5T5 ®16"O.C.FW9 HALL 11 II ( - (2)] 314'X 14•M-LAM FU RR DOWN CUS - TO,I a-0'A.F.F. f�g1RTICO GREAT ROOM - I 'I �I 17/e I _ _ ... .. . .. . . .... . ... . GRADE _ �1 1 7J&PRO 230 TJ15 RR5 - 14 T.J.15 PRO 23 FL J5PS 14'T.J.15 PRO 360 FL.J575 IG.O.C. 2RR5 DAMPROOFING CELLAR DAMPROOFING SECTION NEIL in L j !� �p !� i 14 ' FIRST/SECOND FLOOR ROOF PLAN scnlE:ue•-r-0• - -- 1 1 7/e'PRO 230 T.J.I. RR56 16"O.C. till ��G add �2 2'X 10.CLG.J575®16b.C. 7 �7 a tir Z ATTIC r o Ys�O 7 �P p (2)2x I G'M-LAM 5TRUG7. RIDGE m .+, . + . , N,, BUND ALUM. FLASHING e rn 13.5 BATH IMPERVIOUS FIN15H SURFACE 5; 2'XIdRR'S 16'O.C. , + _ BEARING 2x 1 d DECK J013T5®I 2°O.C. S IFW..� ,,'.• , 1. F PARTITION - 10 ' : F 10 wy' (2)I 3/4x11 7/8'M-LAM yj +` �r ' C I ti R� 1 CON5T. GRADE#1 F a' BEDROOM BEDROOM o E,t zo t� _tD a - U U --- #5 #2 MjN 96'IUNGS AtIG - m ECOND FLOG ' A Fy d a ELtV:+ I r-a• DECK PLAYROOM + ' a e elev:+ '-s• I II ' "I� "I I L I L�L 1�t � o —'I- _714'M-LAM 14T.J.15 230 FL.J5T5 4'T.J.15 PRO 360 FIL.J51'S GJ ® 1604 ® 16b.L. a _COVERED PORCH �> MUD ROOM COVERED PATIO STUDY FORMAL DINING AREA H U GARAGE LU FIRST FLOOR - d - __- _- AVERAGE MIDPOINT ELtV:d-0' OOR �[ - U C. PATIO STONE FINI5H Z :-zu CV�p ,I ' \\ \ Y Oi or= -2'.6' GRADE ';"i,'�1 , �`:`1;, '4'ti�`, 1+', ,`,',� � � �„ /,','.c+ n AVERAGE GRADE- ® '16b.0 PRO 230 FL.J5Tn- 4'T.J 1 ELEV. I-3 � GRADe I .15 PRO 360 FL.J5T5 V PITCH TO DOOR I/B'PER 12' ® !6b.G CELLM, CELLAR V y z SECTION "A11 SCALE:1/4'=1'-a O EIEV: I d-2' S RAWNG rl N0. jlIIARaw Q495 awir A5 N0M SECTION 1113.11 _ SECTION 1'D" 6 OIECNfD BA 6 of SHTS LA, ', - ' P ;,•1 b 15fw els+�,t w I/ l�n I wp xi1 71 ATTIC BATH BEDROOM BEARING 3 'P BEDROOM PARTITION ; 3 84 I, (2)13I4'X 14'M-UM (3)1 3/450 4-M-IAM FW5N (2)1 3/45(14'M-LAM FWSH FW5m 4I MASTER LAV, W.I.C. MASTER y BATH BEDROOM k a, CELLAR �2 SECTION IIFII 101 10 117/8•PRD 230 T.J.I. R.R581 G-O.C. C 2'X I Cr CIG.J5T5 I G'0-C. 25(10'2 LG.J5T1516'O.C. 25(1 a CLG.,J5T5 I WO.C. CONST.GRADE I umBEffER I '- 'JiN W� UW ��r roY^ S1V51 ;JNU :RA1 r, 6� v:�:. fl(9U AfW �J1v, IO p: 9fu ;11a Nan JUOa � IN p)PN uJn _ _ -� a -, 0 BEDROOM HALL BEDROOM CFLL r' a = I :.If il-lj� ,o a sre L•1 ' BEAM W/WOOD BLOCgNG - - ! - U .. W FO�ALD DINING AREA ! KITCHEN MASTER GREAT , H m ! LL1 n BEDROOM ! v Z - PIRSr FLOOR I I :'. M P . ._ ..-_ ED N -.I CELLAR � I ISI I.; RAWO NO. 111oFP N6 t�� I SECTION 11011 7 , ( bA E F � 6 7 6 • u lAW PROFILE RIDGE VENT 12 10� 12 10 3.51— 12 / IZ --1- _ - \ 1 w SIDING AS PER OWNER / \ W 14 5 � 14 12 BUND COPPER FLASHING 14 Ei . D CUSTOM TRANS OVER m m -_ GAN i. -I - 55--- FIR5T FLOOR FRONT ELEVATIONCOLM.5ELEMD AS PER OWNER E \4'Gy dO> F 12 u g� 10y 2° O 12 10 0 >- m z 5KS244G �l o O O w � f m RAIU 4G pAS pP�E�RpCOODE +>•1 6S I D I N4'bEfY✓fENNER I-- - - I 55- - CWI4 TO A � M H -- � IZ 10 ILII (\ m - L R 291 _ I1 M C 9 M H H F- - — U F 98 )8c_--- IS _ - _ � zZ m - - - --980 - _— - . - -- � O > x � m 29 O 9 V — Q > Nm R5T FUJOR __ co - LL] � Lu U' Np �v -- - - -- - - -- - - - - - av2 Q LLI 4 � REAR ELEVATION Ul Z I55 5CALE:1/4'=P-a RETAINING WAS BY OTHERS RAINNG N0. rnaEcr xn 0493 ¢uc: 8 A5 NOTP on�ex L,E.W, B of 45HTS �-•A• 144 1 � aX�r��� '�.��' (nt� u.;filG'i�b�w Gy yl:. 12 121 7 IOW PROFILE RIDGE VENT 6 { 1 BUND COFFER FLAB IN BLIND COPPER FLAMIN L�hy Fn, {.I x.9244 Q i A 122 APCr � - I I I - - � -- � I - - � -- 1 D - Ev:+ - - -- - - crawlcW145 � CW 55 CN/155 LW 55 15� - ]i5 - - -- _ - FIRST FLOOR \ EIEV:O'-(r RIGHT SIDE ELEVATION F c. 6 6 rwlI c c � 7 F-1 Fj Y R1 7 � 11, \ � o P E I Ir-4• -- - - 14 w _ �' 1 CW74 LW 12 LU +SC ifs t=7 a � z1- _ -x_ 15 I- _ - _ l • .: vtb :e .;. V � Q p L) - M .IN m FIRST PLOOR ELEV:O'-O' p it RAWNG N0., PAaJECf MP I I I I LEFT SIDE ELEVATION '��' on 90 95NT9- - ------ ------- - --- -