Loading...
HomeMy WebLinkAbout30425-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31395 Date: 01/13/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 665 BAILIE BEACH RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 3 Lot 21.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 15, 2004 pursuant to which Building Permit No. 30425-Z dated JUNE 22, 2004 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 3 CAR GARAGE, COVERED FRONT PORCH ROOF DECK & REAR DECK AS APPLIED FOR. The certificate is issued to JAMES WILSBERG (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0024 13/30/05 ELECTRICAL CERTIFICATE NO. 6725 11/04/05 PLUMBERS CERTIFICATION DATED 01/04/06 MATTITUCK PLUMB.&HEATING A thorized Signature Rev. 1/81 Form No.6 TOWN OFSOUTHOLD 'f BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCr k 4 9 , This application must be filled in by typewriter or ink and submitted to the Building Department w the following:; A. For new building or new use: 1 `� 1. Final survey of property with accurate location of all buildings,property lines, strut „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-conforrning uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$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 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15.00 Date. )y 0G New Construction: "Ov-s-, Old or Pre-existing Building: (check one) 1 \, Location of Property: House No. \ Street Hamlet Owner or Owners of Property: uck .e S W l ISlb Suffolk County Tax Map No 1000, Section O'�I9 Block 0003 Lot 0P1 . 001 Subdivision Qy-4a 5p. ,a \A Filed Map. 9S34-a Lot: PetinitNo,— �o�� � -Date of Permt:�(���.:,Appiicant: .�G.w.e3 W I �Sb+Gr-c Health Dept. ApprcvaL_ 0 r4 Fid _ Underwriters Approval: O,.i Pi I t - Planning Board Approval: NIA f Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ e�s m CYf 3 j_4 p Mplicant Signature Co �' �13q� H 0VSe Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches,New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 6725 Date: 11/4/05 Issued to: Wilberg Address: 665 Bailie Beach Rd Village: Mattituck By: Modern Electric East was examined and approved up to the above date and was in compliance with the NEC ,Muco 1stFlocrEl PamdenbalI@ Pbd Det Gwage Basetnent2l 2nd f1mEl Commercial Fiat Tub AdMon Switches Receptacles Fixtures G.F.I. Range Hood Smoke Detectors 83 127 233 11 1 11 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 8-Ex Bath 1 2 2 wall oven 3 Furnace Oil Water Pump Heat Zones Whirlpool Bell Transformers 1 yes 1 7 1 1 Meter Amps Phase Motors 1 ODA UG 1 Other Equipment: 22-Dimmers,5-Fan Controls 5-Zone A/C 1-Residental Stand y Generator ut,Res wawa r lecrieca6�Ins�ins This certificate mum st not be altered in any manner Permit#: 30425 o��gUFFO(,�co Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y�o! �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 014106 Building Permit No. 3`o 4 gL Z y� Owner: Sr1yn63 1lSOEr-q 11(Please print) - in � y Plumber: '(� 1TVG� f 1Vyp1Nc.�dT1CR.li4q COCv . (Please print) uc * aX4 mp I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Qarron. W. (Plumbers Si ) Sworn to before me this / day of 20 Dw KEMPOOL�y ftW �NvwY0* No.oiws2audled In N0c0CC0�a�-� my commisabn BOO August ,2006 Notary Public, County 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. 30425 Z Date JUNE 22 , 2004 Permission is hereby granted to : JAMES WILSBERG PO BOX 1429 MATTITUCK,NY 11952 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED 3 CAR GARAGE, COVERED FRONT PORCH, ROOF DECK & REAR DECK AS APPLIED FOR at premises located at 665 BAILIE BEACH RD MATTITUCK County Tax Map No. 473889 Section 099 Block 0003 Lot No. 021 . 001 pursuant to application dated JUNE 15, 2004 and approved by the Building Inspector to expire on DECEMBER 22, 2005 . Fee $ 4 , 334 . 70 � y AuthorSignature ORIGINAL Rev. 5/8/02 765.1802 BUILDING DEPT. INSPECTION [t, OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]/FIRE SAFETY INSPECTION REMARKS: ! r DATE /3 INSPECTOR '"`� 765.1802 BUILDING DEPT. INSPECTION [ ] �4UNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4 DATE �' ZS ° INSPECTOR ` v` 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY (INSPECTION RE ARK L Ld. � DATE ( �"� OS INSPECTOR'" �'� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � `"}D'Co}�,•\ °�/`� ' fT l6 '� 44d&w b4 DATE � � INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION G [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. �vk [ ] FOUNDATION 2ND [�Q INSULATION [ ] FRAMING [� ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: IM ( olq _ vw ,L DATE a �� INSPECTOR �' �oSP SOUTyy6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [X] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 441� _ bL DATE l�" ���� INSPECTOR `/�� Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSofiware Version 3.5 Release le Data filename:D:\custom homes\Wilsberg\energy.rck PROJECT TITLE: Wilsberg residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 06/04/04 DATE OF PLANS: JUNE 4,2004 PROJECT DESCRIPTION: Mattituck NY COMPLIANCE: Passes Maximum UA= 1042 Your Home UA=874 16.1%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 3300 30.0 0.0 116 Ceiling 2: Cathedral Ceiling(no attic) 350 30.0 0.0 12 Wall 1:Wood Frame, 16"o.c. 5900 19.0 0.0 298 Window l: Wood Frame:Double Pane with Low-E 650 0.350 227 Door 1: Solid 42 0.400 17 Door 2: Glass 240 0.350 84 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 3650 30.0 0.0 120 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with b ' tans, specifications,and other calculations submitted with this permit application. The proposed systems o meet the New York State Energy Conservation Construction Code requirements. When a Registered Des and signed this page,they are attesting that to the best of his/her knowledge,belief,and profess specifications are in compliance with this Code. 41 w Budder/Designer Date t a„> 1 M®. 01, _ OF VI REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:06/04/04 PROJECT TITLE: Wilsberg residence Bldg. I Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ I I 2 Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: l I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: I I 1. Window ]: Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ I I 1. Door 1: Solid,U-factor: 0.400 Comments: [ ] 2. Door 2: Glass,U-factor: 0.350 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ I I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ I I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ I I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. I I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insolation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-g. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. I Erception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 Air filters are required in the return air system. [ 1 I The HVAC system must provide a means for balancing air and water systems. i I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I I Service Water Heating. [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thicbress for Circulating Had Water Pipes Insulation Thickness m Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) U. p t0 1" Up to 1.25" 1,5"to 2.0" Over 2" . 170-180 0.5 1.0 1,5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0,5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 JAN I I Town of Southold Building Department RE: Wilsberg Residence 665 Bailie Beach Road Mattituck, NY 11952 Permit# 30425Z On October 28 and November 5 I made site visits for strapping inspections. It is to the best of my knowledge, belief and professional judgment that the wind load fasteners, strapping and connectors installed in the field meet the New York State building Code of 2003. , ni Robert ames Higgins, AIA Respectfully yours, wilsberg J- "PA�� TOWN OF SOUTHOLD PROPERTY RECORD CARD STREET �, VILLAGE DIST.1 SUB. /� LOT James,' daile Aeac/ 7�vc� 9 40re .n `/ I FORMER OWNER N E ACR. jr , .2 � z 4 1.6 S W TYPE OF BUILDING a aY7 /a RES. SEAS, VL.3 FARM COMM. LAND IMP. TOTAL DATE REMARKS 7o a " l0 3D DU- LC -ALi 1 baahan +ors- 1`0 0 ' 6-& a */f` Il ff 3-LID a-Ri zz * 40 (�hlf#Q - Y05 04>0 FRONTAGE ON WATER TILLABLE 2.3 FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT/u Ay" TOTAL A o/ S' rml ll�FOUNDATION � o ._ iiw'�f�1� FOUNDATION(2ND) — -- -- — — --- — --- ROUGH FRAMING& PW BUXOM INSULATION PER N.Y. Fa Mm s e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT : ' S Do you have or need the following,before applying'? TOWN HALL \ Board of Health SOUTHOLD,NY 11971 V 4 sets of Building Plans TEL: (631) 765-1802 " Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3 0 414;��Ier Check Septic Form N.Y.S.D.E.C. Trustees Examined 20__� Contact: Approved (0 1 ,20 Mail t�o: P,o.E3ox 14a9 Disapproved a/c - MKH ii V J( 11 N.Y. 1 195.2 Phone:631— 6?—SQ54 Expiration o7-,)- ,20 uilding Inspector APPLICATION FOR BUILDING PERMIT Date (o l a 20.91 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector witI0 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. £ 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 HEREB Y MADE to the Building llepartment 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. ( nature of applicant or marla if a corporation) P.o.gox l�-1 a9 mcdkliv kN,Y- 119Sa (Mailing address o pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Ow+aer Name of owner of premises Z'a me 3 W i I 6 eT (As on tt4ax 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. 0366 MP Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: G4S 6o.1; e House Number Street Hamlet County Tax Map No. 1000 Section 9CA Block Lot oZ . Subdivision Or ao"3 H C:%04,+ Filed Map No. S.3oZ Lot (N e) 2. State existing use and occupancy of premises and inteed use and ocW AAcy of proposed construction: a. Existing use and occupancy peen+ L -4 b. Intended use and occupancy G u�l j N C W O uS 3. Nature of work(check which applicable): New Building s/ Addition Alteration Repair Removal Demolition Other Work $ (Description) 4. Estimated Cost SOO .000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 100 Rear l O O Depth SS Height 341 Number of Stories oZ 9. Size of lot: Front j y Rear D 1 ca Depth 4 O O 10. Date of Purchase 11106 103 Name of Former Owner ZZy+0 11. Zone or use district in which premises are situated U., 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO--v/— 13. Will lot be re-graded? YES_NO i Will excess fill be removed from premises9 YES—NO V/ 14. Names of Owner of,,Jp�remises� .c6 e-a W A� Address 3'aoI A,e. m' PhoneNo. Name of Architect Kobewei c SS AddressW 0,41, fR"%rte Phone No a 08 -33.51 Name of Contractor=v6w ej W S61 e;b Address3Zy0, .�IiSs�,Wv-. Phone No. a98-5ZS-6 Avtx 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B� REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF r ) 1 OVM A F j b tr ` being duly swom, deposes and says that (s)he is the applicant (Name of individual signing oc ntract) above named, (S)He is the =C%. of \N/; ISt (Contrac r,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20d4z Notafy Public QIARIPAgoge of Applic Notary public,State of New York No.01 W05031 BSO �alifled In Suffolk County Ay COMISsion E)Vlms Aug.15,20--d-10 U-- TTr 7�T 3U--E r1I1 N %--J T7 T;,�f L L i-J JL 1 7Tr��-1 . Applicant/ Date, Owners Name: Reviewed: Architect/ Date Engineer: Submitted: /S SCTM #: District: 1.000 Section: Block: _ Lo I: C-;L I Project D Subdivision Location: &T— L1 -� ���-����%y- Name: r Single& separate Required rq- certification: es/No O RN. Rcq. Zoning 1)istric _ (I,ot size: 0 Actual: oZ��� � (Lot coverage Prolxt%ed Req. f Rcq. R r (Front Yard �Pro sed: Side Yard4-15, f� ( 'reposed: J [Rear Yard C-0 Proposed-:01 Project Description: ice— � t AGENCUERMITS > UIRED FOR REVIEPermit W A. p . Number Suffolk County Health.Dept. New York State D. E: C. -� Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: ]votes: NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed:120MPH Seismic Design Category: B Weathering:Severe -"*� Frost Depth:36" Termite: M-H / Decay: S-M ' Design Temp: 11 /"' Ice Shield Underlay:YES Flood Hazards: _ USE/OCCUPANCY CLASSIFICATION: -� HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION;- DESIGN CRITERIA: ENGINEERE /PRESCRIPT FULL FRAMING DESIGN ELEMENTS: HEADERS:YIN WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:YIN FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBZR SPECIES AND GRADE:YIN DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N D� YM SNOW:Y/N SEISMIC: Y/N WIND: Y/N WINDOW AN4; OOR SCHEDULE: REQUIREMENTS: Y/N f Eg�ESS 5.7 S.F.: Y/N l' I�IOHT 8%: Y/N VENT 4%: Y/N ` { 1 NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N!'- LOCATION /N!'-LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: YIN TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) LAA AJ tuv T A-T.i". , /"_r APPLICANT: DATE SUBMITTED: _/_/04 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE &SEPARATE CERTIFICATION-REQUIRED NOTES: CATS 40,000SF-100-24.Lot recognition.(CREATBD before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time A REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP.FRONT REQ SIDE ACT. SIDE REQREAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: DEC 9i1ns YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES :S: YES or NO DTE__/_/_ PERMIT#: TOWN ZONING BOABrAPP.ROVAL: YES or NO DTE:_ / PERMIT#: TOWN PWIN. BOARD'APPROVAL: YES or NO DTE._/_/_ KERMIT#: TOWN HiSTORICALPRE(SPLIA): YES or N01 / NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. (__SF)- ( —SF)= SFX$ _$ +$ . +$ =$ 2. (__—__—SF)- (--SF)= SFX$ _$ +$ +$ _$ 3. (.__SF)- (— SF)= SFX$ _$ +$ +$ _$ FINAL TOTAL: $ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/14/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Wilsberg, James Pobox1429 Mattituck, NY 11952 Clerk ID: LBOHN Internal ID:95778 SURVEY OF LOT ! MAP OF oREooN HE16HT5 _ FILED MAY 27, 1988 FILE No. 8532 S�OLY CCU'N i aA #ai FARTMENTOFHEALTHSERVICES 5ITUA7MsMRTT1TUG�G i71CNFORATO : 5OU OLD S st1FOLK COUNTY, N-( r � DATE--- �. HSTF, SURVEYED 1-15-04 Off,a• ROVED AMENDED 02-05-04 QP4 :9 �5� ` _ _ - _ � � � � + TOPO ADDED 02-Ob-04 �ti Off.y �� >O O�S O� ®�\� / \ ` �\ FORWlAXIRfUI,iOrr BED, OMS SUFFOLK COUNTY TAX +� 4� 4� ��' '' �� \ $ TE OF GD P4 4 ,O 4s YEARS FROAd 1000-99-3-21.1 ati� ,�(�4�ti� RovAL SUFFOLK GOUNTY DEPT. OF H �N" o OF19�10 5ERYIGES REF. x RIO - 04 - 024QF & ti � = Test Nope i+y 51 CFRTIFlBD TO9 -tF OPS O 4�4 �� JAMBS WIISBERQ 4VIP iL loop i r r aoM 5epic'System ry ' >ae 3 % _ '"i _ a� z 17v 4) w iv I v _ T V nb 1 _ G ��w ` I� �� / / / S V A •/ — — --I k U--J= claCD ccz � '1 rV 1 A �I 1 1 lar e I �OPOSSd / ` i roc9k 1 Ipwetlin9 4.. W �/ A jICAi 2 }�C NOTES: � ��I w OIC ti�a �o L` o� vv�@ • MONUMENT 6WO - STAKE Gin fl� + I �Oy�d ZONE 0I5TRI6T R-40 ELEVATIONS REFERENCE COUNTY TOPO MAPS JOHN C. ������ LAND SURVEYOR ' AREA = 9b,985 5F OR 2.23 AGRES d / / / / 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 6RAPHIG SCALE I"= 50' / / RIVERHEAD,N.Y. 11901 ( `/, 369-8288 Fax 369-8287 REF,-11Hp smerWIPROS103-308.pro SURVEY OF LOT 1 3 D H aS N �eP(A MAP OF OREGON HEIGHTS a �' , FILED MAY 2"1, 1988 FILE No. 8532 < `\ ' W E SITUATE:MATTITUCK TOWN: SOUTHOLD S SUFFOLK COUNTY, NY SURVEYED 1-15-04 AMENDED 02-03-04 TOPO ADDED 02-06-04 ! FOUNDATION LOCATION 08-26-04 v® SUFFOLK COUNTY TAX u 77 1 1000-99-3-21.1 5UFFOLK COUNTY DEPT. OF HEALTH \ 5ERVIGE5 REF. u RIO - 04 - 0024 �� CER11FIED M. pcF tl 1y °` F4j JAMES WIISBERG Qvoo p�� \ \o \ 9 w \ \ \ O O • • c urge jt• ] • �\(4 � ',rock &• • 0 Yy � • \ \ a 02004 �QF � "OL� Y . ao ml � `Z NOTES: � ��., W ♦',O o�2 '. o,a«�_ o.o a. !! ■ MONUMENT ,...... .. ...... o ..... 9v A STAKE Q o � - 0 9 LA,NDS� AREA = 96,985 5F OR 2.23 AGRE5 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC 5GALE 1"= 50' RIVERFIEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\HP SERVERW\PROS\03-308a SURVEY OF LOT I N MAP OF OREGON HEIGHTS FILED MAY 21, Ig88 FILE No. 5532 w W 1 SITUATE:MATTITUGK TOM: 5OUTHOLD (P S SUFFOLK COUNTY, NY 5URVEYED 1-15-04 AMENDED 02-03-04 TOPO ADDED 02-06-04 J' FOUNDATION LOCATION OB-26-04 FINAL SURVEY 10-24-2005 SUFFOLK COUNTY TAX n o 1000-99-3-21.1 SUFFOLK COUNTY DEPT. OF HEALTH 5ERVICEy REF. u RIO - 04 - 0024m \ a� \ � �ao CER11MED TO JAMES VMMERG U1 0 �• ui 0 ill Il � m � � w I ", �' � _, • -i� 1 FrQme s x `j I o +t I z �d�> ock / � / z o /�eFF a 5 pF NFA, N C. Ely, NOTES: 00 ■ MONUMENT A STAKE L� �1•SFSu: P� 7. 0'AND SV AREA = 96,985 5F OR 2.23 ACRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC, 5GALE 1"= 50' _ _ RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-Z:\pros\03\03-308a.pro < steps to oracle as req d with 5(. high hand rail 22'-2,5" '-11" .3-6" a 41 TLU2862-2 \10" diameter tapered WOOD DECK columns ip WOOD DECK 3-/2" x 16" LVL 0 lu " D 0 U. is 3-1/2"x 11-1/6" LVL header. V Q z above all windows x and doors TJJ 360 14" floor .1.1.t. 16" o' X x 36" high quaral raft 72YOO FRENCH ET& 72x5O FRENCH ET6 '0 W 72x50 FRENCH ET& 180 FRENCH ET& FRENCH ET6 5-1/2" 14" LVL flush each aide of opening ----------------- ------------------------- A I I N i �,\ I I z on or 4' L,A u - I D KITCHEN LVIL header 3-1/2"x I-I'S -2-TJI 360 14" Floor jclots A 16' oc �wrdair whirlpool -W above all Windows and colors 03 Factorij Suit fireplace Inserts shall 5 DEN I be Installed in accordance .[in GUEST BEDROOM on 4" Fai Built fireplace Inserts &hall F 9 S _'i' > 7 section R1004 and be Installed In accordance with _1 a I metal Flue It section Rli and metal Flue Hall -1 z r) be Installed In a on SMOKE ALARM LU J-Z - with RC,FFo= :ni.f th C.d..r 7 be installed in accordance 9 Ca i= F1 With section RJOO2 of the Code. x a ITJ 360 14" floor Joists e 1692 �5a x poll Flue or X Flom basement 2- fir jots 18, Al. 2C.-O., _O.. I r, ]k __7 um!�Irkz Las 24'-01' 22'1 aw---------- irl-Sil;-------- i S� --------- ------- ---- ------------- ----- ------------------ --------------------- -------------------------------------------------------------- -----a'L=r-j-------- S" LVL. 2-storg space S-1/2 in j 41 V4 Hour Fire, rated door as SI with $"In-alobure, nsulataid."i OIL �9[ CLl 3-1/2" x14" LvL Flubih 1 2'-S" -1. , . 2. A111 4' C 11/32" 7'-1" 4.-0 ilerriii location of di IL 3 CAR GARAGE SMOKE ALARM - I I . 11 tijP1.41 with final cabinet plan. InS 3'_IIV 6� "I _5'_0 m V up SMOKE ALARM 4 contractor '6 x 4'0 wood 3'6 x 4'0 wood A, _O.. .8 IIR 5-1/2 x 14 L';.L ri ueH x --------- ----- 2'41 ---- --- - -------- ____o --- - 0 Ila it floor li a 16 oc am jots --------\ to" pis columni Far ravlaacl 12104 --------- LC Olt Bill/ Insulate all wall, common PANTRY rei -rPrui­ :T 36" 413" with living area x Oil -oil z note! Sit` 5W Sit" drop top or plate around the garage LU a late 16" oc > 0 to allow the la`�nleto to bit level TJI 360 14" floor < with the 14" Joists ti�plcal on the ;?TLU24460'+ TU2446 0 + asacmd floor. FOYER DINING ROOM 22'-1 31.32" S1 :i 'n- >,> x 3: STUDY SMOKE ALARM GARAGE Provide 5/8" Fire Rated G�psum LU (Y w4lboard on walls and calling of -in garage as per cooks sections L 2'-Om' R102.1 and 805.1. Were garage TU 2862 o cloe-V 72XBO Coi &Iput, awallhi r/8" fire rated Dow, : f) 1-1/2" mix wallboard an gai aide and 0 W' fire rated wallboard on oppoi WINDOWS, FWH, FLJG P I P141's indicate 4NDERSENI series 400 allpse transom above side In accordance with code model mumli Provide _Oi glass LU346 is FORCH I section R10i houlate Wall& common with with a minimum design pressure rating 211 -r.r.-r to clumm tspl.al A heated areas. + or DF 4C w[th Of- upi kit. D�Q BCH"I substitutions made upon meeting N'r-5 Cape. --- ----i 5-1,2 13-1 _V�-Pssalair For di i 1 Be. general note, e, 14, 20� Ali multiple units - —-- -—-—- H_ - —-—-—-—- — shall have narrow steel Joining material or i L -- -- -------------- ----------- 2-2x Wood Jack studs between windows. - --------------- ----------- -- - 42 18T FLOOR PLAN -- -------------- ------ ---- -- jo/I_ 3: ----- -- Floor Area: 3650af 1_5 S/1611, 2'-0" 2'-0" 2 3,-0" 3'-C" Y-10' 4-O'l 0. 4,-0' 61,41 15/321, 8 5 �'i to Garaes area: I-le5of 1, 54'-1 V16" W Front porch Area; 122 alf 0 wood Poi provide railing I rear covered deck: 434sF 01 (L Note: 1 st floor Plate height 16 10"-0" If I greater then 30" aclove grade S-Smoke Detector LU 0 C-Carbom Monoxide Detector .4 Q) -------- unless noted! ReFor to gen. mote -18 C all door, opening and window headers shall be 3-1/2" x S-1/2" LVL M WE 1 21) Al 01 F --- - -------- - - - - - - - 22'-215° " Q / NOTE L TW3052-3 q _ Adjust plate hfeght et WW = rafters locations to properly u) Q / 4 align with the 2x12 rafters on thLU e main root / U z .--R}g052-3---.—_—_—TW t—_� \ ip \OI�--� 1 X6 GIISTOM ARGHTOP _—_ _—_ _.—.—_—_—.�.—. Tampered glees �' 2x \ 'ii .'e / m - p RAFTERS AT I6" OC . b ry m TW3046-2 ' \ \ / 2X6 FILING JOISTS AT I6" X00 HOLE 9 FEET AFF. 3-I/2 x 12 LVL \ a t oxo oa smoke` larm P — — ---- / \ o ry 42" high tl � tray cells to u'o"dry j,Y OPEN TO BELOW / m ka wall p — In m / 5 I i2 x � R—af�tm—regia--♦6" oc I 5l5'�j 4X c�er T,� • 6 ot, Y a Q / m \�/` smoke alarm T_ m 2x10 GEIL G JOIBTB o VVV Tray Galling to 11 01111419 m n Q ,c. , -.r. ___-.._�- __ ____ _ _________ __ _____ _ l Gloaet 1 515" � 6' 2.' __ c ___ - ._-.__-.__ -_ 51s„ - -flush __ __-__-. .. U ---- � 2"erg — -- -- 20 0 Q m — — — —_— / 3 S / GIOBet 1•T // kneawe GIOBEt / \ Bit" " 2'-a. 5' 0 \ Oak raliin �_3-rafters at dormer .rpofs _ _ _ _ _ : K" i e air Icicle 6 O smoke alarm /BALCONY D/ owl 4n / 2 XI RAFTERS AT 16" OG '^ u - e opng < / / - Y�r 7 /_ . � / 3-I2 x 14" LV v Y L \ 2X6 FILING JOISTS AT til OG LE 9 FEET AFF. m / Fluor In calling 1 mJ09Tq mb' - 2�_B�� down _ 2' B' oak raring \ vv . edroom "I smoke alarm Frame o- \ / with 2xBorafters Ib" \ \ `' \ \ m / ..._____ / / 0 4 \a' /xjith IQ vault calling to 12' b pand 2xG rovide ailing njo-2t tacos \ m ILITY R __' ------- m / / �(`� \ /�/5D\� / 5 at each Jolete to plate BedrO.dm 02 • \� ( ''' I connection each aids / / - \ / \ \ / '0 FL1>zHx -v' -- / Vicks alarm "� \ Q07' �� Ylf Ih1B�'1�Gr --q w5e46-- _ _ v ry / 2XId rafters 016"�� 2 x 6 'plyy Jolete 16" 0 I Ba Q STORAGE 9 Q R / / \ Y /q,0Y U 515" j mete 129" AFF 2nd Fir \ `-1/2FlusIn I/2L / s OPEN! 30 BELOW — _—_—_— _— .-- - Rodtop 6 dg LVL 34, l m Z4'O" knee all TYPIGAU3' q2-0 -,3�' F p 2x10 rafters a Ib" c \� Q \ —' \ d W 3 O / d iW3852-- 2x6 clelliOlInS e� foist I f _ Itis >b '� .Q eat caling Joletd a 12 feat A(f, / R 5'E6055 \ TW3462 — - / provide 8 3 " high m \ / railing around roof d ck ROOF Deck 51 i W LU k 9 jrr NOTE: I Q nII ' Adjust plata hfeght at 2,10 A --------� � , � a SII rafters locations to properly I align with the 2x12 rafters on the Q Q main roof. ALL FRAMING AS FOLLOWS: 2ND FLOOR PLAN <1 MAIN HOUSE RAFTERS' 2X12 AT 16 INCHES OC SCALE: 3/16" = I -O" GARAGE RAFTERS' 2XIO AT 16 INCHES OC CEILING JOISTS AT 16 INCHES OC PER PLAN M p 2ND FLOOR PLATE : 91011 2X6 COLLAR TIES AT 16 INCHES OC ALL HIPS AND VALLEY RAFTERS ARE (2)I-3/4 " X 14" LVL ALL RIDGE BEAMS ARE (I)1-3/4" X 14" LVL UNLESS NOTED. I C A - steps to grade ae rag's With 36 high hand Fell 3-6" I'-II' 3-IR" x II-1/B" LV« if ll ----------------- T1112862-2 WOOD DECK �ary ° '° ° is N \10" diameter tapered 3.1/2" x 16" LVL me WOOD DEC< columna 4 LU = O Q 3 /2"x II- e" V ___ L-N-11iiiiiiii� a mas x Q r l/ LVL_ headers ' Z`_r above all windows 'U z r and doors ;p w TA 360 14" floor plate c I6" oc U x x U m ml lu 36" high guard rail 12x80 FRENCH ET6 T2s80 FRENCH ET6 x " each elder of opening '^ 5-I/2" x 14" LVL flush � 12x80 FRENCH ETbry '���x80 FRENCH Eib 'x ' 12z80 FRENCH ET6 QQ do 4' lr Qum/i z _ p Q KITCHEN 0 3 3-I/7"x II-1/8° LVL header QL 2-TJI 360 14" Floor Iol,le 16" oc above all tylndowe > 0 P > under whirl gal and doors � ',> � m _ .r „ -i- m 5 0 o z Factor Built Fireplace Inaena shell do 4" DEN 2 - y p G U Factory Built Fireplace lnserte shall m be installed In accordance with GUEST BEDROOM (�I be installed In accordance with O ro L a j p m section RI004 andl metal Flue shall IS g section RId in and metal flue shall - "- .0 '- be h Installed I acdordanca / OQ '9 SMOKE ALARM 0 /� FZ — /I/��'\` be Installed In accordance V y `<r with section RI002jof the Cade.1/ with axial R1002 of the Code, x O x - -4' x 5 m it Q TJI 360 14" floor olete P I6 a ��//�� - - - - be 2 fl from s - - M # * _ ell Flue r amgnt r Jele 24'10 — _—_—�lumbin9 baJ s _._____-______ _ __ _ _______ _—. ._ ---------------11"___.__.._. _"__.,.S s _-__ ____B-,r__ _--____ _5,-0k, _______ ___ _ -__-.__. _ _5 _ _.______-____._ F _ _____ ___ OOM ___.__-_ ,r-2,fir_Jet,___ -6-- -_"._.___ _.___.51„ _- ------___---- , fi � 5 5 2h° IB' O" 201-0.. 1 ; LIvIBNG' I� 5 9 3j-I/2" x 9-I/2" LVL y'spaca 0 1/4 How Pira step door dies m IY-e" -4 with "IF-clowra, Insulated" CL GL 3-IR' x14" LvL Fluah- 2-8 m 3 CAR GARoAGEE P - - - -val l for p - y i = �' u�" 4 c Oe PLc 6'-6 Iv32" o" 4' " 4' VS x contra 4'-0„ W 2 _ vertfy location of dooway d - SMOKE ALARM t i al with Final cabinet lane b � __ 9P � - N_ lding 2 ALARM 4.-0, --y. LLI 5 / 6'-PyS -O H 2-4 2' m 5-1/2 x14' LVL flush _ �J• __. B„ p SMOKE 4` O __ _ _ -------- 2'-4” _ / e m ITR 2'-6 ' I 'Cx Ird floor pieta P 16" gg - 1111-- ry I I m \ / 2- f fate y ----- _LG 10" 1-77-04 de column-typical do � revised6P1 do i u a d o - - --------- ler-0; PANT Y r Fan o revised 11 Insulate a wall prem _ y 'ho" x qg" •\ i I all common 5'-O T'-O17 6-10„ 6� 0�� 15, C� 12 noteR P s " with living area . �9 vd .r( ri + fo allow ph f lets around the garage 5t5" 5y" ° 0 = _V CPQ ?r drop to o p g ag 1 6 /e,•;, a 18"Jolets to sit level 0 � NV ITR �, Q TJI 360 14" floor let, a 16" co 3 \� +,D o� <� with the 14' JplstB typical on the TW2446:P TW2446 Q S �I = Q second floor. " DINING ROOM -� FOYER '' 2x8 deck o Q J 2-story apace n' 22'-1 3/32" q�olet 16s 'OG'OG Slit 3 Q STUDY m m f 3 h- GARAGE SMOKE ALARM r O } p Provide 5/8" rim Rated Gypwm v 1� m Z m > wallboard on walls end telling of Q 2 n I uj Z 0 garage as per coda aactiona T - -4 Ill and SOtT were garame m S clow 2'-0" ?, abuts dw lillill 5/8" rim ratad m Down cloy 5x2 0) Q Q ' T 2862 12X80 COLONIAL 3� _pW ® I ls. wallboard am garage Bldg and n m 4v % 1111 u, I WINDOWS, FWH, FWG O -I/2" max `av6 t7' fire rated wallboard on opposite , - �' elder to accordance with coda Das Plane Indicate NDERSEN series 400 y ellose transom above - p5 _ _ _ ____--I „ - - For detel. TW3462 \7` I\ry i 'heaiad areae. 9 9 p g m PORCH 10 dla. column a Zeal Sb" \ 0 Substitution, made upon meeting NYp5 Gods. 0 5-I x 41 LVL-Hee er Dw War -------- I ___ _ / yp ,ell Al Insulate walla common with �' eh model number . Provldla LOW-E glass with a minimum design pressure rating _ of DP 40 with DP upgrade kit. �!i 2-2x wood ac studs baitwaen windows. -- ' - -- 'i Sae general mete. S, 14, 20. All multiple units ti shall have nerr w steel Joining malarial or -s. --J ----------------' ------- \. Ll — / ISTT FLOOR PLAN ------ -- _ 6` Floor Area: 3650sF wood arch 12'-5 a/16" 2-O" 3' e" O" 51-0.1 2'-&" 3 O' 5' I" 3' O" 2-I84'-I 11/161,0" 9'-0° 6 15/32" B•O" 5'- Caarage area: Il95sf N LU N mss. front porch Area: '122 sF w a, Note: I at floor plat® height Is 10'I-O'I provide ra°Ing rear covered deck: 434sf 3 Q (L if unless enotedan 30 abbve rode G-Carbon Son. Detector �� _ i' " Q g g 5-Smoke Detector a� O .___-__-. ReFer to on. note 018 t IL r C m ell door, opening and window {{ii"iMM�� headare shall as 3-112 x 41/2" LVL _ Z � V m ED 0I QL = m o mm ,ra."• y'Rm, to t9 #Iv h F ; GENERAL CONSTRUCTION NOTES Nailing Schedule for lateral and shear connection requirements in Exposure-B$C 20. Glazes unitage ill wie regional debris out mil (areas 22. Design Loaf d snow Number of � nail spacing \ 1. All work shall conform to the 2002 Residential cote of 10. No bsckOU shall he place) against the fomlJaliun walls within hurricane prone regfoos wllhin zeas mile of the a. Ground anuw load: 45 pal pescriplion NEW YORK STATE,Local Building,Zoning& The until Mt near B'anJng b in place or brace foundation coastal mean high water line where basic wind speed is b. Room other than sleeping; LL=40 paf and couter tlNm of Common nails ute o his 110(mph) 12g(mph) New York Slate Energy Conservation Construction 11. Double)obis under parallel Partitions and under 110 mita per hour or greater or 120 miles per hour,shall UL=/Opel u �1 ROOF FRAMING Code.ALL CODES shag supersede drawings and shall whirlpools. Double frame around all openings In floor meet the requirements of the large missile teat of ASTM c. Sleeping rooms: LL-30 paf orad UL=10psf \ Rafter to lop plate (toe-nailed) 4-8d 4-8d per rafter be Incorporated Into drawings whether they an and roof framing. E 1996 and of ASTM E 1886 referenced therein. d. Roof: LL-JOpehnJ DL-10 pat l Ceiling joist to top plate (loo-nailed) 4-8d 4-8d per joist indicated on the plow or not. 12. Metal Dishing shall be provided wen concrete abuts (8301.2.1.2) e. Roof with cathedral ceiling LL=30psf and -I Ceiling joists to parallel rafter(lace-nailed) 7-16d 8-16d each lap Decks f ��. Ceiling joists laps over partitions (face-nail) 7-16d 8-16d each lap 2. The reference standard that caw alillud in the design of wood,and wen dalu abut hove franJng. a. Exception; Wool atruclural panels with a W 1/4 total - Collar Ile to rafter ov(faer 3-8d 4-8d per he use structure b the American Forest!Paper Association 13. Joists hanger required at all Duh structural load minimum Thicknma of 7/16 Inch and a maximum f. DL-1 & exterior batteries: LL-60paf and depth,Max. y�I l Blocking to rifler(toe-nail) 2-8d 2-8d each end (Ali wood frame construction maoanl for one-and baring conditions, span of 8 feet shall be permitted for opening Guardrails 1/3 i.let-2"MITI l �I- Rim Board to rafter(end nailed) 2-16d 2-18d each end depth,Max. two family dwellings 199$high wind edition(000.890. 14. All habitable room shall be provided with aggregate protection. Panels shall be precut to cover the g. Guardrolb and handroib: LL=2UOpef 1/3 )Gist�I'-I � Rafters to ridge, valley or hip(toe-nail) 4-i8d 4-16d per rafter 7732).THIS MANUAL shall be iacorporated Into the glazing of•minimum of 8% of the Door arca of that glazed openings with Attachment lmrdwan h. Attic without storage: LL-10 parotid DL n 10psf depth,Mox. Rafters to ridge, valley or hip(face-nail 3-16tl 3-180 per roger 1/e lel+t drawings whether They arc Indicated on the plow or noL room.The miaimam opeanble arca(ventilation) shall be provided. Attachment Shall be provided a 1. Attic with storage: LL-20paf and DL=IOpsf J. Sebtidc design category C depth,Max. WALL FRAMING 3. Written dimensions shag take preadace over scaled provided at a minimum of 4Y, follows; U) Top plate to top plate(face-nailed) 2-1 Ed 2-16d per fool dimensions. 15. All door and window beaden to be 2-2x10 unlas noted Table 1609.1.4 k 3-second design gut wind speed of 110 mph or 1``/^ Figure 3.2a 5,110 Dawn sola[ and sonar nolet Ing and boring limits Top plates at Intersections(face-nailed) 4-16d 4.16d joints-each side) V J Stud to stud (lace-netted) 2.164 2-180 � 24"on center 4. The contractor prior to start afawWctbm shall verify otherwise. Fastener Schedule for wood (rIvwnd oa(rel: Design goat wind epee) of 120 mph. 1 ' Heatley to header(face-nailed) 116di-d i6"o c. along edges all dimensions,sibling or new and be responsible far 16. Vent dryer to exterior and bathrooms shag have Fastener Panel spau Panel span Panel spun LL O Top end bottom plate to stud 2-16d 2-i6d per stud geld Dl. mechaokal ventilation where no window to provided on Type las than/ las than/ less than/ O Bottom plate to floor joist,band joist 2-18d 2-i8d per fool S. Ali electrical and plumbing shall conform to all Slate; separate switch. Equal to 4' equal to 6' equal to 8' .N '.R Y NOT '•S -_` Built-up corner studs 10d tOd 24"on center local,county coda,and shag be Impeded and approved 17. Guardrails are required where the difference in grade Is --------- U Built-up girders and beams, 2-Inch lumber layers 10d 10d by the governing agencies. General contractor steal] be more than 30 Inches and openings In guardrails to he 4" 21/2"N6 wood 16" 12" 9" Z 1. The Architect terrifies that to the bat of his knowledge, w i ai4 i Neil each layer at 32'on center at top and bottom responsible for all Insdgadom,materials,design,ale. (Inches) maximum. Handralla arc squired an stain with Screws or lOJ belief and professional Judgement, t e drawings are in \ 11.1..os• And stagger nails.Two nails at each and and at each splice n1.m•.•.sir•• 6. All footings shall bear on virgin, undisturbed Doll with a 2 or more roan. (8316.1) calls Statecompliancer y the MEation Construction for the New York ` Z r gm.,v3•r r.„ser -nm.mm�nr., FLOOR FRAMING minimum bearing capacity of 1-ton per aquae foot. 18. Smoke atsrtns; Shall he provided 1m each eloping room, 2l/1 N8 wood Ib" 16" 12" Slate Energy Conservation Conatruclion C,Je effective 21°1 Ib1.eam.r.r Joist to sill, lop plate or girder(Tae-nail) 4-8d 4-8d per joist July 3,2002. alnal.rw 7. Poured In place concrete shall have an ultimate outside of each aepints dopIng area in the Immediate Screws 0 �sne .3nu Bridging to joist(Toe-nall) 2-8d 2-8tl each end o•.m.uw Blocking to joist (Toe-nail) 2-8d 2-8tl each end compressive strength at 28 drys of 3006 psi,except vlddty, of the bedrooms and on each story la the • of a table p based m+ maximum wind epee)(J-second gust) 2. All HVAC systemnon shall mat the NYS Energy Code. H W riot• Blocking to sill or top plate (Toe-nail) 3-16d 3-16d each block exposed ebbe,garage/labs and steps shall be 3300 psi. dwelling,including baiemenl and cellae.Alarms shell be of■ 130 mph and a 3J-foot meso roof height. shag it the resign andlitydr w the General ec Contractor to Z� U / Nm..us• Ledger strip to Beam(Fars-Tall) 3-160 3-i8d each joist (8402.2)Concrete shall conform to the total ACI Interconnected and hardwired to a commercial source. • Fastener%h ft be Installed at opposing ends of the wood submit the Design orad drawings of the mechanical 41.r."°•'sn• Joist on ledger to beam (Toe-nail) 3-8d 3-8d per joist �f'� Standards. WHENEVER an sttsnlioP;addition or conversion b Structural panels system stamped and sealed by a professional engineer if W Band Joist to Joist (End-nail) 3-16d 3-16d per joist 8. Joist and Rafter Framing lumber shag be DOUG-FIR N2 made to an existing residence,the smoke detection • Where Screws are attached to masoury/stucco,they shall be required by the owner or building department. V Band Joist to sill or lop plate(Toe-nail) 2-16d 2-18d per fool ' or better,E-1.6, Fir 875 pd, repetitive member 1006 pal. system of the satin raldance MUST be brought up to attached utilizing vi6ntlor resistance archon having a 3. All glass to be double insulated with LOW-E glazing and I FLOOR SHEATHING shall be attached with a minimum of ed common nails spaced at a maximum of B linches on When used an studs to rabt wind loads Fb=1181pal code,hardwired mad lolercamected. (8317.1.1) milmum ultimate withdraw capacity of490 pounds. a U factor-.35 maximum. U)I r1 panel edges and 12 Inches on center In the panel geld. 9. Basement with habitable apace and every dopltig room 19. The Architect shall not be In charge or responsible for • The Home Owner b responsible for attaching the plywood 4. All exterior doom(Incl. BasemenQ to be insulated with a UJ, 'L �11 Fleure 3.z6 stud notching raw boring limits shall have at last one opewble,emergency escape an the construction phase of this project,and for panels dol the windows and doors during a storm. Set 35 sing and and they shall be weather-stripped- -1 trtppeJ- " J �OOF SHEATHING ATTACHMENT REQUIREMENTS follows: Minimum act clear opening of5.7 square feet, interpreting the construction drawing, Building to CODE Self-rinsing and Bre rated doom were require). J '^ NA W.ea xC.. Maximum nail spacing for 8d common nails except grade Boor openings to be nghdrm m cal clear and observingthe quantity and quality ofwork being - v J 110 (mph) 12D (mph) q ty q ty 8 r205 etsO O Q - Sheathing location' spacing at panel el Intermediate at panel al Intermediate opening of 5.0 square het Maximum agf height to be 44 performed. The AreWlect shall not have control over or CLIMATIC AND 6E06RAPHIO DE=I6N CRITERIA 4 ' ' _ I, /2e f+L•y Woot9 'T"TP. Edges supports Edges Supports lochs above floor. Minimum net clear opening bright of charge olaod shag not he responsible for the 6ROIMD WINO =EI=MIL 9L9JELT TO DAMAGE FROM WINTER ICE SHIELD FLOODCOMPLY W ITH ALL CODESF W *ISInEE n lrlt Interior Zone 12"O.C. 6' 12" 6" 2" =NOH De=16N RE=I=N NDPliLAMeNTit Prot 24 Inches,minimum net clear opening width to he 20 construction m ams,methods, techniques,and sequences �� =PEeD(mph) cATF.BORr ,e..,,ews• ^'p K ,em,l,a arc..+ reMP REG111RFDEW YORK STATE & TOWN DES T P HIril.Oot•JJ SFE T' 16'o.c 6" 12' 6' 12" Inches. (R310.1) or procedures. y �, f2u a sew„e •b . ,e .1.aT T' i= A9 PERREQUIRED AND CONDITI SOFW" w.a m CODESOUTH0LDTOWNZBA V sl'tPs"J FH'�S o ' T�•"' Perimeter Edge Zone i2"o.c, e' 12' 0" 6" L L-I/ vb�l Asj,•P1 OL 5:H-I 16"o.c. 6" e' 6' 6" rr.:��-r BOARD ,TyP 4yq WALL SHEATHING ATTACHMENT REQUIREMENTS SOUTHOLDTOWNTRUST 1 / Maximum nail spacing for Bit common nails 11/4' x 20 page-G785 f1,L�E,y.J ATE , C { 7 y J O1x-`zs4 110 (mph) 120 (mph) 11/4'x 20 gage 1114' x 20 gage gaiv Strap with l' -8d 2 -F1)w H f 1 gals. Strap with �'-8d galy. Strap with T-Bal Common nails in each S IM jOt a l••1 I-'� CER FICATII_d, ,1= STW S Frrx4� Sheathing location spacing al panel at Intermediate at panel at Inleumedlete Common nails in each NAILING t Edges supports Edges Suppmds Common nails in each End 10' to center. (Uri rXi N�+I L P l r+. C IRED, I IONS ' Tsr4' End ® 18'on center �� End ® 78' on center. Or at each stud Lep Interior Zone 12'o c. 6" 12' 6" 12" R UIRED, 1'^41 Mi«J 18'o.c. 6' 12" 0' 12' Or st each.IOCLGiE IC aIQ• C.T strap under bottom of h'1a.r-IJp, 2 ` 1 Wrap over rafter and SrJY> sill and mil. - PLH,J Y1EaJ 4' Edge Zone 12"a.c. 0" 12' 6" 12'• 12 nail each side. 16"o.c. 6" 12' 6" 6" VP W tJj •_. 1. For roof and wall sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side 5 h ' L ' of the roof peak, the 4-foal perimeter edge zone attachment requirements shall be used. (�A.I ICEMEN SHALL GA,C_ To MEET THE RE UIREMENTSOF HE 2. Fasteners for Asphalt shingles shell be galvanized or stainless steel, aluminum or copper -dAGK �F 11/4"x 20 gage CODES OF W r68K ST�TE roofing nails, minimum 12 gage shank with a minimum 3/8 Inch diameter head The fasteners Epe-IH SIU- gale Strap with y -Bal 1114' x 20 gage shall penetrate through the roof sheathing and comply with ASTM F 1007. ).10.1 V T Common nails In each Co Strap with each _ �� TYPICAL ANCHOR BOLT End (� 78'on center. Common nails In each 'h' x 23' ec w 5�3"x 36' oc- End 16'on center CH 5rLl� Wrap ovv.er baso �^ minimum embedment of T with Oil AT EncH STJ o 1 4LL°A BOL.-r a Aq'oe. T 3'x 3'equine washer. Hold 12' nail each side. and Wrap over rafter and ,. \ „ s w yP,rrvr p�y..ryr1 mss h end and hold 4"to 12'on ( E�H 2AFTE2 stall each side each end of eaci,sill plate. - >"1Hur-I N.3 -n Ic rf E�u 1 .tan.ern 2) `+moi Roof-to-Wall connection II Rafter-to-Ridge CAnneCtion Cantilever-over-Foundation Foundation-S411 Dlate-to-wall connection No ceifing attached to top plate Roof-to-Wall connection I " 1=1,2 Jyr 2 a cJ Exception : Ridge straps aro not required o Fb0. -3 ^ase 1 d I� o ,O.l� 01J E N/•.I L A+-( G-c.cr1 f'I�r� o r..1G I-i^1 L. .►'f �►.c1-1 eL. yATI or••i vas r. _ When collar ties of nominal 2x4 lumber _ O I t Wnul unw > Located In the upper third of the attic space ' 3 2 u/l i FT / s'rfi11 \a 2.2 0 1 V4'x 20 gage G- 600,je�,rlo'j XI Hlaa. P-r And each e d to each palmi ratters. "-� r 1114' x 20 gage 71115 HO tADI�r l fiP r'LIE`� W 12.-/ ro e• 185 Common Strep its at 1114'x Strap gage with? (\,I 9 9 p�l`•i 9GG pe1h u -� a r 2-ve'm uL.a>L7`i Nail each end of culler Ile with 5-Bal nolle -Bal Common malts at G Al2p.�E IJAI-1,S A..I✓, act TN 15 PAoa. �I"x LloWjm P Common nails In each gale. Strap wlnh7 -Ed 18' on center wrap Common nails In each " gL,4pj p,L-I (�12A VC. "� under sill and nail � �i, To End ® 16"on center. PLUMBING End @ 18' on center. Cort O12 AT E<+crf STUn 3%oc'k � Eve/-{ PT ETH s«o ALL PLUMBING WASTE 0,3 AT enuN 600 TI J J 00 S 511 L.L- f WATER LINES NEED 2ri� 'Till-11`1 �iL TESTI ORE COVERING ,G 4nq Tm(.. •+' SP^e_IMJ Cal - `7�t.11� T 1 ""a`l4� ETAIN STORM WATER FUND F LjG12.g4J h TAg F THE TOWN T TO SECTION 45-1 OC Taal�e T' � _ Nlr'1P4ar1 PIII7 T7P Wean row l Neal, I, Q' SP-� v,rywE �fj1 o,0, 0^1 i. ql PEl�I+-'IE'ft(L Yr'' FL.IZ-.3ayfS FTHE TOWN CODE. N/�•2X 5'rJ 0'. _ rn IfSW R-a -- �Du�� � . .. tvrsJEF 1aM1f4 v"w Sa.l e�� I or as r?d"1�x E-- PLYwOob P�• -I 5-Li IAAF-IGI. Y-1El.p TYP ext' r-.v,TCH aL� .1..1,6)L•I MJ f!1 11/4'X 20 gage \ �n y PLUMBER CERTIFICATIONOR Ho 1�-IZan' T/V ,d,F.117 galy. Strap with -Bal c I A Common nails In each ON LEAD CONTENT b•_FORE p]�1k --- ?"Z O-i'�1`'� v� t LP`I' Z- ,4 End @ 18" on center �rC CERTIFICATE OFOCCUPANCY - ` We�yA�'��' �a�r'r1yxr�����T 1Nr_noex� � jeyw.le• 9• rP..sWa•~ W0010 STIIaFEF.IGIs•S Strije.orJ 1"17512 OLDER USED IN WATER V�••� '1 •Wl11CF peL`� r 2W tg 'ffM 2.011o' G• e-r LJ, J W I-n4 fel- Ioel I.4s �} SUPPLY SYSTEM CANNOT CUPANCY f2 (2 AT EA C, nl ED2/10OF1% LEAD. , 14 N J yj'. EXCE ry..� 30 22MIeryo0. L0c.11:r9tJ'( w°r ea ...111--- 4r�2orw�s nil �c lc Foundation-Sill plate-to)-Wall connection f antilever over first floor, Wall-t17ARRiiUNE�ASId@Tf�AT Jf guar t1 2w�srs / � ° w/ q. At garage walls tJNDE],MR7ER$CERTIRCATE DATE. B.P.r 3o �E 1a5-� I Maj C�•e�4 m,JO e KI REQUIRED FEE: 334,7a BY: 5�. n LIIA,Y,eR a,a•' -Pyyf Selo WOoo \ E1J 17 GAr3 i.t: AT NOTIFY BUILDING DEPARTMENT E 41.•IpyeJ 11 "1 era'-1 L Il er nxr.A.Ta� = /kouo J , P^sf •f '--yW �7nl"'�V✓ I L - - 76S1h02 SAM TO 4PM FOR THE l.� FOLLOWING INSPECTIONS: Jnlltr•w u� ,a.-r°'r '('(EP- �T h k� D�E2 HA ►-� b E?� a W/ 2 x t - FOR POURED CONCRETE �;,�„ - {I A•,x'. Al2n"ul- w�acOMlMUtivf1/ FTS I. FOUNDATION • TWO. REQUIRED W/ 2), Aso " '<<7 h�.�� 7 2 ROUGH " FRAMING f PLUMBING3. _ ylb7gg4 1?J'oW ca,Jo.Itte ,// I Zrp JOp 24J LJooO txclC/ �00u� YJ6ION -(AIL it rle e x To 6pge l QUAL. �� h u A IevV e_ / u L9IZ 4. FINAL ?CONSTRUCTION MUST ) I'�T� � (� l UPLIFT CONNECTIONS L NET UCTIQNOC.O. ALL CONSTRUCTION SHALL MEET THE r� p u 114-�t'�� 1e7 srrg' Some details may not apply to this set of drawingle REQUIREMENTS OFTHECODES OFNEIN 2.4 Carol wlau. IzQ N! - _� r Steel straps, ASTM A65;Grads 33, except when YORK STATE. NOT RESPONSIBLE FOR u m v T IP, Noe I = lateral Ease rat e• "Tone nr Ceiling)alar -' In conGlet with concrete zeas G-185 Galey. Strap. I�4t x 20 GSE DESIGN OR CON CTION ERRbRS. N C m 2-SOd Nall. (real.Esta Tm.a Uplift connection details on SCH-1 Indicate upillft connections L-A",L . 5TA^rV W/ r-LoOC 4.#J0 Gf� IL,IJ 6 To transfer uplift loads from the roof assemble to the foundation. I�HJS w/ It ;.8d Jp41fi IJ ENDWALL�� - - - - � �I ST5 Install at all bearinglocation in accordance w11th the details or �r�lj - - -10-aa N,11• GI$_ I�F.1� 0 a alae J. t Install according to the WFCM Manual. DO NOT PROCEED WITH :A " U rho A A FRAMING UNTIL SURVEY F �° cJ U w'" N- ad c.M.r Nail,at IV..e. - - BLocHiNa The uplift connections for this structure was diesign under: o �Qk t rn F < a, OF FOUNDATION LOCATION yL Lu u1 z 0m BOLT z".4"91.cN rolled res uch BLOCRINa T 9'�e" oa Exposure B category II HAS BEEN APPROVED. !'�tl• to m w t9= _N r- oma,with 4!a" ".11:41 aib 9',°e e� - - - - SECTION A-A In a (Zc-mph 3-second gust wind speed 00 LJ/ /' - �� ��`0 if', 0 a 0 W Z TIP. cr-s r 6) T�/4t (rypunn aonnl � Using the iNFCM 1995 high wind Edition prescriptive design. 1 � I W-,x¢ Q 3 i ' ad C.olr,Nail. til T'a.., 20 G.ta Strap1. \ - - -- -- - - o S"reJ b -T 10 not r'L./'a•-1 CO �` retained for construction he architect ae ' 10-B,I Nails �r � 1 LIES Eslash 51ed. 1 �y EIL ',1'115 �U70LjIJ DrT"]t'- ^Pr 1 0011�d.1 f2- sheet isondurif(his ng including 2 TJI�tJI supervision during COMPLYWIT CHP. Era '46" G �-; construction,contract FLOt•D DAM/' _ -' 1F�'ENTION administration, Inspections or r TO rtl+.1$E� L-1m0 �„GCR observing the quality and �l Figure 3.6t, Calling bracing{ gable endwall Figure 3.6h Floor bracing endwall SOUTHULD I OWN LODE. quantity of the work being performed. 07 6b" -- --y TYPICAL PORCH/DECK FOOTING 24" r 24" poured plar footing to 36-5% vlrgm Boil for covered porches lf. or 12" cont, Pfar for clack., 4" ccs poet -5ee detail on owe ech-1 for detail and etrapping-upuR connection.. --------------------__.-_----__-___-_-__-___-__.____---__�__..--_- ------- .— _,� _—_ -_—_ __Y.__�--------- -2x10 treated ardor -2x10 treated grlder--- ----,- -- - - p - O o , r I U 9 e 6 -- - - P ��10" x 36" concrete r I Typical Icel Salle Nailer' burr see et I an yP m de N vl / 2x8 or 2x'10 treated Haller P � "� Concret .tape to basement - ley bolt jo frali,e with h° bolt. _'^ LU y "concrete wells and landing � At 24 om center with taco � - - 2iX16-SLpER --- r use 282 ledger board_ a a+ - 1 IW,♦ — _ 1 ' - . � .. ___ -------- ----------- -------------------- ._.— .— . —__ do 4" . _ ... , _ _ _ _ _ , I2x35 .Leel Beem L — _ _ _ _ _ _ _ r�_ __ -----------L ..,.___ _ ,— -- — Q zMHour Fire rated dear assembly 0LU '3yxF�t with self-closure, Insulated. O 0 Flat 0 W U slab d t a m n up Q Q J �" - M J I o n n m _ _ _ _ _ _ _ _ C x J p' or 4' 4 GAR �a�A� 0 /30 x 30 x17' thick poured i. Provide 5B oerd eb 0 `0 0 7t iYPIGAL FOOTING/COL TYPE; X' Fire Rated ry Iry 0 ry 0 0 In Gypsum wall B ova the furnace X11.\f Concrete rooting a 3"-I/2" m Diameter steel column. as per New York State Code. UNEXCAVATED4 16'-9�6° •� 0 4" poured concrete slab with O 6x6 10/10 WWM, on compacted granular fill. 'n Pitch slab 14"/ft to garage doors. F y B SM M 10 OKE ALA N R k 864 II-4' '-4° 71 I 9' O" .._._....____._......____.._-_. ri_. .' YPIGAL.F01lNDAT1QN__.._-.__ ._ _ --- ,L -----___.___..L__._. J_._ WI2x36 steel beam I i � _ ' ' I In accordance with 4 of New York States Goble. I f lo" poured concrete wall. with 2-•5 top 24' x 12p'Goncrgte �-�--_-?_ W811 rootingwith 3-05 rebore cont. Exterior Dem roofin poet above-61bck .olid I as pe code $action R406, 2-2 x 6 treated elll plate., post above bI m Tr 5111 Beal, Termite Shield. All Foundation walla to extend to SMOKE ALARM p Clock .olid V virgin aoll and bafull height wall. or construct step footing,� / 3/4 hour fire rated door - - - 0 as per j coda R403.1.5 -_-_ -- - I /assembly with ealf closure 7 w di TYPICAL ANCHOR BOLT " __. __ _ _ • $ 0 0 \ N i ;2x4 wood Stud wall with ��7 9, �Pl� 0 1/2" fire rated giypsum well a Story: " of l3" on center- minimum - ----- - - o = � t�.99 y board on each ads h— _ I story y" a 46' o ` y' with 3 x 3 square washer, n 8 f ] 12" OFF q ___._____-__n__. > �A L 3 HoldComing each corners119ee dw SGH to @ off each -- -- f - ....._ _ _ _ ________________ s J u x m W i I and of each sill plate, uplift crap connacllone at " W I 0all 0 I� \ \-�--- Q tj g g — —11i o J a e 2 0 D.1 ISP � Q it SlIll III Hold-downs with 5/0" anchor P - - ---- J m a/ ' .tee 16" ocit w ?� and 14 5D59 xg3" wood ecrewe. Provide at g :� 24XI6'SLIDER - 0 J O 3 _ // corners of amass wells and doors and at bulldin � $ - � �— = ae required For res e doors typical r drop to of contrera p p eornero- sae Foundailan len and SGH-I detail .heat for detail P 4 - - S - x G /21'-II° " q yp g g - - _,iI r e- r=1 -\ I'f. r Ip" ._ .,4 _ 0 m 7-0 WIOx30 teal beam ---------- I__, iWRx35stael beam_ _. .. .0._ i BASEMENT . /' ._._ ~-- — ----- - 1 ' , i' 4" con..--Slab-Installed O, 'p -- — -- _ - - accordance with Sactlon R506, N Q Q TYPICAL ANCHOR BOLI I � / r I story t4 a 46' on center ;-' / - .__ --------------------, -"" "- - Prfovlde brldglny ee per code m ` 2 aLory, 'h . 23 on center- minimum _ - - m yplcal all .pane R + embedment of T" n t - with 3' x 3" square washer. Hold 12" off corner, and hold 4" to 12" off Lov_� each and of each .111 plate, Uplift Strap yx 24L P RG .DECK FO TIN ._.._._.A_ ___...PICA mconnection. et all boarin wall.. Sas dw 5GH TY p Wad pier foots9 9 - 24 2ncorc Piero for blacks 4"ac a Comm --- ---vi 9e da et on d ech-I fo dat II and `� 0 p 9 tre pin -u Ilft c nnactione In 2-2x10iro— — — —5 9/16" O' 3 0" 2'-6" 3' O" 2- _01 "52 05 -10" 4'-O" ',9 O' 4 O 5-34i 6'-6 15/32" 5_l16 -_ ✓ Q e Z e4'-111/16" FOUNDATION PLAN H JUU . and ----- corners DS 4 x 3" wood waffle and doors Pr anchor ---.--_I .r7G.Q��: 3��6u c Ii_Ou C > rl Simpson PHOS Hold-down. with 5/e OF i Quid. et A and at - U 67 W building corners- see Foundation plan G g and BCH-I detail sheet for detail In 111 ��lf II t< mF N � I, I , 9tep6 to brad. a. reGtd with 36 high hand rail 24'. 0 22'-.d- -_-B II 3-6 B' 3-6, 1'- 1 3-I/: r q LVL ' ----- - - -- - m TL,26I U 6 WOOD DECK o �I I N r Y� � lo" d'ametar tapered WOOD DECK =dWmr. p N I� J nt -w t m 0 N Q - 11 m _ ✓ U `m W Tr `t S r � O 4 m _ v X N z36' hl-d guard re T2rBC FRENCH Eia n2rB0 FRENCH ET6 5-HT r '4 L'/L "lush 12x80 FRENCH ET6 111rB0 FREVG'-- ET6 rel 72,00- -- FRENCH ET6 ,I each aide or ope�my _ _--- ._—_ - ___ __----------------------------- _ T _____ ___ __ _ _ _ ___ __ _ i _-I T — z ' 0 4KITCHEN 3-1/2'r e-f;2 L/L Header.— _7 - 1 m 'y, 3 u abo✓e All: rldOW6 _ m of n i l P - and door! 1 ✓ 1 U -N m s. Ir— ° ml Factor Built fire lace Iroerts .hall x DEN 3 of =, ! y Cs_4IEST BED( OOM dr 4' _ 9 be installed In accordance w'Lh n Factory Bwlt 'Ireplace insert, shall O�1 = 'm�Il i Oj �� " 0 SMOKE ALARM ��{{ V ,ecLlon RI004 and metal flue ,hell , o Di be Irotalled In accordance with �� ," section R1004 and metal flue shall m� o 'h be Irotalled m accordance Q; 9 > be In,telled In accordance - V j with seeelun RI002 of the Godes; nom, 1 with ,action R1002 of the Godes � ,�� i v - � nt ��� ... * x` - sullen — r 2„^ I 1 ;� --B-C,. _ �, _ 1 .« _200 m 5h5-015' B l' 5h ' 51'� LIVING ROOM ` 5t=• 5 m 1 m 56 --.. m, S TL ' s r+ O m f'� 9 I/2' LVL Lve ace -- __._.__--k 3-1/2” r14_._y p y - -6 � Hour f"e rated door es,e�mI T ,h L flush- 1 wRh selF-c'oeure, n,wated - L 4 - __-__. -t-_'s_ ,W--i 2-B�, 241 ' 'n- r GL L 3 .GAR._SARAGE q �4 m ? o witn.rifynlacrabnetrpiasodyy SMCKEALARH 0. 3 .1 �'-on" 1 6lvs and�ny i� n I�RALARM .� 4-0- NEI -contractor - --' --__ - 4--�Y jr� I NIl �� �-- 36 O woodg BMOKE A _ column-t 4 .�TJI 250 IB" floor 'cast. a 16 oc L _ _ _____ I 10 did on S Lc �• 1 1'1 yh'Ida1 z• ql � �SUj" •�� O a nwmte eb wa!Is common FDANTRY SI m S O ./'" - •• ].• --_ g IIS m. Qj Vbx0 Sr drop too of Idte around the and a 5y j0' —_ _ 6'-10 19-0" LFII" �9 z f �En v - with Ilvin area o x� I'I Rw 9 / r7. nate I 5 - - m. v p p 9 9 Bt5' i5h Bt5'• 5y^ m �/ rr 5✓y;, - 1 tq W J1 d m ��a ✓ „ „ v �" to show the IB ]Dista to It level0/46 �. ry+�' .i �0 �0 8• with the 14" Joints typ'cal on the TUU2446 _� TW2446 ll °r d' + �" ssi •:,;• second f,00r _ `F�y ER CI 10 22'-Stol --- - -- o oI'I DINING ROOM � q z 3/32 ry STUDY m �I lu l C • - i"/ 1 _ - SMOKE ALAR^9 GARAGE Z Prd/da 5.5' Flre Rated Gyp,um / r,� t 1 p' �=^, � 'j Z ° W 3 1 � and ce lin of � - O as 'board on ala I m�' n N Sec, �� b ora a a, er code secUo�s ''?XBO GO(_ONIAL AR702 ' and 8051 Jlere araoe 'I9 9 P � Tw2e62 I . c10 m Down GTj F� i/ abws dwel a use 518' rre rated ua Iboard on garage side and 1 WINDOWS FWH IFWG 1 lj 1 L- �k _ vh `Jr. rated wet board on oppo, to ! 1 '1--4----- - --- ----- --j--- - ---- --'� s, yr Plane ndlcate f NDERSEN ,erle. 400 I� 1 1 ell ae transom above side Ir accordance with code / ^ 9 p _0 it�JDF _ - - owe SH iW3462 Y r heated area,. wSubetitne est rn reasure In NYS Godes For -"I' -,'O' did co Winn typical number rrn de _CW_E le» _ S- of pp 4n�mum atm PORCH settlor R'102.3 Ins�lete wal s common with � 'sa model g v g ; :o( ;al O.IJI none,cJl o14 j0, All multiphaterle or IIS g �I O a 1 „ �9.��- 1 � B O 5 15T FLOOR PLAN �� o' -3 C 4'-C" C� f a--o'— s'-s� ° 6'-6 IB/s " Floor Area: 3650sf Z 3. ?� ��\ "-�K woad ec studle between window. 1 7 O" 3 9 2' 9 5' O" 6 3 O 5 2' 10' _ 2 '`- - --1 �'" Gzarage area: 17955f � m ddd pdren front porch Area: '122 sf w s r . `��4 ____ provide relllny � q - n greater than 30° add a grade 1 rear covered deck: 434sf tl Note: I st floor plate height Is 10"-0" F– U 03z Y - '--- --- —'-- A --- --. unleea notad 5-5moke Detector �— W U - Imo, ah door opening and window '--Carbon Monoxide Detector Q N headera shall be 3-1/2' r e-1/2" LVL Refer to yen. note •18 m B1 N �. ;.,. 1,1m,r-�_ �,_, 'Q m .mo e a ° elt ®Heol- �aE I f QI - � 4 I- ' U I K I9-0, S'ILu - x - _ TOM—AR_ C. .HTO2F 222 _ Tempered glasU r j m O _ P -_; XI RAFTERS AT 6' 0C r --- I �' �`- -- 3-I/_ x I. LVL = � ---- —"----_ - - --� � _ - -- 1 1 _ _ 'Wn 461 Lu."2Y6 FICINS J015T5 AT I6' OC HOLE 9 FEET AFF. — — -1 4 Bedroom 03 ' I �• smoke arm m r °i — tray talo j to n'o OPEN TO BELOW_ i ,l �� l� m G I9'_O �J �- 6 1 - — — IB{O U Q vI 3 I 2222 5:y" of Bedreom N4 J ' smoke alarm B Tray Celpng to 11.01 m Q1rEl ' (? -,n LC 1 "J 3-I/?" r 11' L✓_ G HO" eamlt4 -- cel-log � 5' Y � t S 3�5 - ' I' rattan alb" s - �� x • • � a— � v _ oc r, 5 5" Closet Closet ' I � Ii4 /BALCONY p Closet G `^ v u v smoke alarm _ 2 xl RAFTERS AT 16" OC ' - , 0 - 3-02" x 12" LVL v Q 51 _9 KI= 'm -� s / Flufl, In cal ry 1 S i2 6 EILIN' :0:575 AT 0` CC LE 9 FEES AFF, g i . X - down '-� 1, I �" LC: � \ � �- � Oak raping Bu�'C�room *I 0 - �Y/ smoke alarm vault cellin to 12' a" Ke 3 - 0 Frame darmera � - _ -- V - g 2x5 rafters 16" anoc � y UTI � TY ROOM o d 2�6 I - _ —_- 41 _ _ev re Jolat•, _ d i �r in prov,da slmpson H-2 tecta j ��� - - - i ma / = at each folate tc plate — - I -� �� Bedroom 02 0 �+ 1 '.1 \ I _. 3112 x /2 LKL - t l -__._-_ __ . m ./ I , +� }/• connect'cn each a de yX15 - m V L- RL115a �'�`' vAoke alarm �. - / d• 1 \ '�I F W z 7'rID 4 tern ol6" C1- W P2 - - STORAGE j G G a. 3_I/2n�ah vz" wL G v Q G x __— R ��op-I ry OPEN TOB--ELOW � • Bc ei��°\ Lill m-- - -1/2xl2 LVL ride. z z T (� -- QI 0' knee wall TTPIGAL � � _- 5 s _- - - m --� ��• � '� � 16'- ' ' � 3 7x12 rafters mfl6" 0 / set cal Jolatd a 12 feet Afr. + I r�; 1-- 5- -- - -- '-1 Tw3462 I Roof Deck 5-o, sr hI /i ' 2-6" 3-O � 5-I _ 3 O 1 10" � _ I6S„ ..... 6 6 3: ' _— Ill'.p'_ -_— 5'.536" _61411/32 —1'-- 0-0, 5-17b� N (V t W L01 II QC rp _ r -� V Q z c dS' e ALL FRAI"11NCs A5 FOLLOWS: F' W .4 n 22ND FLOOR _PLAN Y `} MAIN HOUSE RAFTERS' 2X12 AT 16 INCHES OC V m � SCALE: 311611 = I'-O" GARAGE RAFTERS' 2X1O AT 16 INCHES OC CEILING JOISTS AT 16 INCHES OC PER PLAN IX d o 2ND FLOOR PLATE 9'0" 2X6 COLLAR TIES AT 16 INCHES OC ALL HIPS AND v,ALLEY RAFTERS ARE 1-3/4 11 X 12" LVLyE©�D ALL RIDGE BEAMS ARE 1-3/4" X 12" LVL UNLESS NOTED. �wQw 1 t/W 1'054 I FMF- It-'-Of� _I I JU Zl 7II �N�or elI m� - - I� -I�IIIm`mr E-m0v II ka- ' II. � S+o c-clLQv�d�Uun��V l I �m=z -M » Ell LEFT ELEVATION SCALE: 3/16RICHT ELEVATION "SCALE: 3/Ira Ridge Vent =S yRidge Vent zju BH re 'a 7 dleten.a to Breda W ���UoIL (,I' 30" 00" orlase. VIP provide ra[I[mE3 ee re d. Wu ZmNmI rq RED �70- A . Lj- - I 4aYZ s - - - I- - � - - - - T- J - - - - - - - T- - - - - - - - - = - - - - - - - - - - - - - - - - - - - FRONT ELEVATION va d u u SGA 3/ - - LE _-Ridge Val :d0 `aiF- Lw Lnv 7un� W, WM Fv (.u� ...� SCOP AV rU6 LAVw4 N. lidde vent _ —_— —_ -- - — } TcJ 3 LhV 2x4 a 16' oc 4 — TTPIGA_ ROOF Class A, Architectural 30 yr Roof Shinglesy � W/six ''listeners per .h�ngles Installed II L rjn IIZ• 11 n �' per bectlon RSOS.2 �I ATTIC a 2 2 1 3" 2 ;�+ I� Ice a water ahle5 ld per code section ReO .2,1.1 4a 4 'I 15 Ib underlayment FeIt00 Framing per plan with l Erteror Grade Plywoodf �I � R-_30__B att nwIsoon SYeathing see (Faecaner R-30 Batt Inswatlon b.l rll / $ ,VC SINIL �qV 6Ay G SH LVfL TPIGALeOFFT0 \ 12' Overhargs-typicall)y - t� �i J 6' Wood FasGa t 6° wood rake coal Fill Friaza boards-cover In alum (optlona,I It jq Vented Vinyl Soffit, Rafter uplift connactlons °I, Q at all Baal location., . 0 Z" TYPICAL EXTERIOR WALL m co I6" on center, plywood top Ba".0m - [o - 2 r 6 Wood Studs c - S6" high' oak railing .(^ Double Top Plate, 5lsale plate, ` hnLU 4 ° Extaor grade Plywoowod d � Insulation - - (fastener schedule), Tyvec House Wrap or eqR-30 Batt ual --- _ Vlmyl perfection shingles with Inauailtlon board. - - - q.. foundation-to-wall-rafter _ uplift connection at all 7 deal wall.. See dwg SGH-I Ii, lu FOYER 4 I .L a:" plywood sub Floor, loor, glue &B per Fastener and nailROOMa� - LIVING TYPICAL FLOORoeIee I ZBrdgng per code-all COVERED PORGN Uj TYPICAL FOUNnATION eRwTIGN ° 0" poured oerSelh "e ebars to of wall r on 24 lGwl ft Footing with 2-s5 rebore continuous, j f'kp.yF'/��- Erterlor DamprooFmg /section R406) steel beam - ' �R-30 Batt In.uletlon L G7Fjh�I V6d AJ L l� ,--.r 2- 2r -treatebill plates 5111 seal Termite Shield '. `r j-T4'.n 1 , Anchor Bolta as per Foundation drawing-hold off corners mar. Uplift strap connections at all bearng wall.-. See dwg SGH-I j BASEMENT o N INSULATION SCHEDULE Refer to the MEG check compliance report within this set of plans or attached chsreof. I INTERIOR WALL FIN15Hy -'-- -- - Provide '9" Gypsum Well Board on ceilings And Wallis except basement. / unless noted, I'loisturs resistance h° Gyp.um Board In Bathrooms, and Fire resistant gypsum board as per code. SECTION - C 11 Woad SCALE: 3/I.to Framed Chimney _ R age Vent / y�✓ � ._ - ._ -- - _ -- _ _ __ - ___ - �_ 1 - -'-- ___ - -_ - Ridge v»�-Int Q � Q __—_ O ° m 0 W� � o - I — D=F LU - - ✓ I t I ' - - F'NISHEG GRA E r-- _i -- _104 U jz Wood steps and i�nding / (may { > 0) _ -6 a i p� 1 11 to grade. Mandralllano w In I PerFect'on shin Ie., O II Guardrail t¢ code' y C O N I M- Ln O m I' n - - - _'i_ _ - -_- . - � .- _ - - - _ _ - - - - _ _ _ - - - _ _ _ _ _ _ - - - T` I i _ _ _ _ _ -. li I - - - 1 I_ _ . .. _ - _ _ _ �i _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - �Qe O✓9r T�� t - - - - � - _ _ _ _ _ _ I - - - - - _ _ �� 99 _ _ - _ _ _ _ _ _ � - - - - - - - - - - - - - - - - - - -- - - - - ` - - - • - - - - - - - .- - ` - - - . - - - - - - - . - - " - - - - - - - - - -. - - - - - - - ` - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - ' � 4 3 edTy a '�- REAR ELEVATION UFWE���� SGALE: 3/16° = 11-o" - I _ -- - = al i _ --_ . - '--_— R30 -_ - _ — - 4I ca 2x10 ledger 36" high aeck rail to Broom " J� , o Be .mdke alarm I BATHR OM 'frm bolt - -- -- - � DECK � it Jclta - t w8 ceiling � ^U l fir beaded board sort, U L/L header- a planr,, size' z wrap n I pine and tom tJ-I GLIEST_BEE 01M - - - DECK STUDY COVERED PORCH yl 3x10 deck Joists _- l - —7-� steel beam ` L _ _ \ BASEMENT - - - - _–L �- ROOF PLAN I/811 =Ion SECTION - A SCALE: 3/1611 I'-011 TYPICAL ROOF Glass A, Architectural 30 yr Roof ShingleaU W/a1x Fastenars per shingles Installed III w per section RS05.2 / 9 3x12 raftsi at 16" on center th row trout d Ice a avatar ela per code section R 05.2.1.1 i' g O I5 Ib unerlaijaymant feltUO Framing per plan with " - ri" Exterior Grade PlywooFl CQ 17 ljj Z i W N Sheathing-sea (fastener schedule-dug ech-i) i III � i n Q W (X TYPICAL SOFFIT O 12" Overhangs-typlca100 ,(�T"'"' I (Z• � n _ 6" Wood Fascia a 6" wood rake board., A W Full Frieze boards-cover to alum (Optional) 'A � vented /Iny1 Soffit, Rafter uplift connections / \ at All Beering locations, ,f U OI z TYPICAL EXTERIOR WALL / 4 2 x 6 od WoStuds 16" on canter, BATH Double Top Plate, Single .ole plate, UNFINISHED Bedroom p¢ h" Exterior grade Plywood Sheathing, �� STORAGE smoke alarm C Oget ROOM Closet Closet Ili 3 (fastener schedule), Tyvec House Wrap or equal, Vinyl perfactlon shingles with Ineualtlon board, p N Q foundation-to-wall-rafter uplift connection at all - bearing walls. 'See dug SGH-I 'flush LVL u TYPICAL FLOORO _ iii plywood sub floor glue and nail _ as per fastener schedule Floor Joists per plan KITCHEN Bridging per coda-a11 spans DEN LIVING ROOM BATH o zxJ TYPICAL FOUNDATION GONSTRUTION 10" poured concrete wall with 3-05 rill top of wall GARAGE _ I Closet 1 V �— - on 34" x IZ" Concrete wall foounge. _ I _ footing with 2-&5 rill continuous, 15�„ ,1- v ��5�' , Ir 11,x, •I i ' I !� Exterior Damproofing (section R406; _ . " ^t _ 1r'°,. i le ,.ill ' ,' ' H" I"ryiC. i°I e�', "lo'l'l li il' 'ill -I',r �i141 ''Ir if 1'"� a ',v 'ay, i r „N;, I' .,,4�,• i 1, 'i , }I J - fp .,I, ,o• - _ �/� 2- 2r 6-treated 5111 plata&, 5111 seal Termite Shield, __ ___ -� LU L QI nchor Bolts as per Foundation drawing-hold 13" _ r2. 3v Off corners mer. Uplift strep connections at all r basaring walla-• See di BCH-1 Z INSUL Refer o the SCHEDULE he BASEMENT I-- u Refer to the MEG check compliance report � - within this set of plane or attached thereof. I � ' OI WALL FlNlr�fl INTERIOR -- Tj (K 4� Provide h� G�psueles le And Wlp easntlnoLd,de ° resistance h Gypsum Board in Bathrooms Tim ane lira resistant gypsum board as per coda. SECTION - B - _ g�RED SCALE: 3/16" oleo+ Ow NE��