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HomeMy WebLinkAbout31156-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31429 Date: 02/09/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 4275 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 128 Block 3 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 16, 2005 pursuant to which Building Permit No. 31156-Z dated MAY 23, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to THOMAS F HUDOCK & ELIZABETH MULLIGAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2086720 01/26/06 PLUMBERS CERTIFICATION DATED 02/03/0 RUSSELL WILLIAMSON 21�001 4v, Auffiorized 4gnature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD - - - -- -- -- BUILDING DEPARTMENT f i TOWN HALL 765-1802 3 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Depahment4vith " 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 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 7 / Date. a/7l o 6 New Construction: Old or Pre-existing Building:I—(check one) Location of Property: �/;( 7S t�cco w iC_ & 131 w� {,G u aCL-k- N t� P Y� House No. Str et Hamlet Owner or Owners of Property: m D 0 L Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3 s G Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature L X9698' Co -Z731 LOUIS J. SANTORA, A.I.A. ARCHITECT 5 Bethpage Road Copiague, NY 11726 631-254-0930 ri 9 February 6,fid;., ,LD Town Of Southhold Building Department Town Hall 53095 Main Road Southhold, NY Re: Hudock Residence 4275 Peconic Bay Boulevard Laurel, NY 11948 Dear Sir or Madam: Please be advised, that to the best of my knowledge and belief, the new foundation columns have been installed as per the approved plans. There has been no change as the existing masonry piers are existing that are to remain. Sinc rel D A Louis J. Santora, A.I.A. * k cc) Russel Williamson, Tom Hudock rjf S 0 Town Hall,53095 Main Road 41 Fax(631)765-9502 P.O. Box 1179 C40 Telephone(631)765-1802 el� Southold,New York 11971-0959 % V3 A\ VU Im, "-, BUILDING DEPARTMENT TOWN OF SOUTHOLD January 31, 2006 Thomas & Elizabeth Hudock rr� 4275 Peconic Bay Blvd. Laurel, NY 11948 NOTE: Before at foaaBcV can b cesse ease ad la m your a n���nges. TO WHOM IT MAY CONCERN: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not one file. (Enclosed) No Electrical Underwriters Certificate on file. The check is (not on file) $25.00 No Health Department approval on file. No final inspection has been completed. No Plumber Solder Certificate on file. (All permits involving plumbing issued after 4/1/84) Final Town Trustee Approval BUILDING PERMIT: 31156-Z Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. 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. 31156 Z Date MAY 23 , 2005 Permission is hereby granted to: THOMAS F HUDOCK LAUREL,NY 11948 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4275 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 128 Block 0003 Lot No. 015 pursuant to application dated MAY 16, 2005 and approved by the Building Inspector to expire on NOVEMBER 23 , 2006 . Fee $ 543 . 00 Authorized ORIGINAL Rev. 5/8/02 3l s(. o CP CnLrE3rd 7 SBY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 55 �rcSj] CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 5 PAUL SMITH ELECTRIC TOM HUDOCK 5 24 COTTAGE DRIVE 4275 PECONIC BAY BLVD 5 5 FARMINGVILLE NY 11738 LAUREL, NY1NY 11948 5 5 Located at 4275 PECONIC BAY BLVD LAUREL, NY1NY 11948 5 Application Number: 2086720 Certificate Number: 2086720 5 Section: Block: Lot:. Building Permit: BDC: ns11 5 5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor,Second Floor,Outside,:Attic, L55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed J 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 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of January,2006. 5 5 Name (QTY Rate Rating Circuit Type 5 5 5 Miscellaneous as built 2005 S 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide Sensor 6 0 Smoke 5 fj Appliances and Accessories 5 Range 1 0 30 Amps 5 5,S Dish Washer I 0 1.2 KW C5 Exhaust Fan 3 0 F.H.P. 5 Hydro Massage Tub(Therapeutic 1 0 Air Conditioner 1 0 30.000 BTU Wiring and Devices C5 Outlet 50 0 Fixture 5 Fixture 50 0 Incandescent 5 Outlet 64 0 General Purpose 5 Receptacle 35 0 General Purpose 5 Switch 38 0 General Purpose sea% L� Receptacle 1 0 20 amp Laundry 5� Continued on Next Page 1 of 2 __ 5 This certificate may not be altered in any way and is validated only by the presence of raised seal at the)o4hon indicated. 5 5 �`5l7 v u uw,Y u-. -VY, - uv, -IVV -._.i�,Y�i,.:,u-•—uuuuur,ra•--'Y., -1'/ -L.1-ViiViLd"LL L-A'L-JV�JL,Ly L, 53 CR BY THIS CERTIFICATE OF COMPLIANCE THE jNEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 51 40 FULTON STREET — NEW YORK, NY 10038 c� jCERTIFIES THAT �7 5 5 jUpon the application of upon premises owned by 5 51 e5 j PAUL SMITH ELECTRIC TOM HUDOCK 24 COTTAGE DRIVE 4275 PECONIC BAY BLVD J FARMINGVILLE NY 11738 LAUREL, NY1NY 11948 j5 3j Located at 4275 PECONIC BAY BLVD LAUREL, NY1NY 11948 j Application Number: 2086720 Certificate Number: 2086720 jSection: Block: Lot: Building Permit: BDC: ns11 0 Residential 1200-1799 square ft. occupancy, p y g 5 jDescribed as a p y, wherein the remises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: �5 Basement,First Floor, Second Floor,Outside,Attic, 5 5 5 jA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 jherein, 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 J, authority having jurisdiction, and found to be in compliance therewith on the 26th Day of January,2006. 5 jName QTYatine_ Rate RCircuit ,TYDee Receptacle 1 0 30 amp Dryer Paddle Fan 4 0 lC; 11 Disconnect 1 0 60 amp Air Conditioner 19 Receptacle 10 0 GFCI i] Service I Phase 3W Service Rating.200 Amperes - - - - Service Disconnect: 1 200 cb Meters: I 5 jAn as built inspection,of the delineated electrical installation,determined that an obvious hazard is not present and the installation is believed to jbe in comformance with the applicable reference standard for the estimated period of construction of the premises wiring system. 5 it �j 5 y y "seal it j 2 of 2 This certificate may not be altered in any way anis is validated only by the presence of a raised seal at the location indicated-- �gOFFO(,��o w = Town Hall,53095 Main Road Oy Fax(631)765-9502 P.O..Box 1179 � 0 Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ?J �� `J 6 Owner: 0!!Q / u Do c1C' n (Please print) Plumber: IL u cl/ /i l. I/ el ✓h SOW (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn �to/before me this 3 day ofy�L , 20 ONLL.A$SMO •r NotW Pub!Ic,Ste!o of New York No.O1 a.^..>0222549 Qv2rd W;pixCounN /U Ccmmles on Expires Jan 18. Notary Public,'L � County *oe SOIN196 3 Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 197� DATE -71 � �� INSPECTOR �� ,OF SOUr�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION / (� FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ) FINAL [ ] FIREPLACE A/CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / p DATE INSPECTOR SOF SOUrH TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING kA q�FINAL 16- ; [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: G %- Lia DATE r 6 - �� INSPECTOR �OF SO(/1y, 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 REMARKS: - 5 DATE B� INSPECTOR �.� SOU)y�6 31156 Z- � cou V 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 SOGTyO`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [K FRAMING / STRAPPING [ ] FINAL /[ ]`FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / ,a�,o� INSPECTOR a3f so�ryo6 311s� �z *©* �ycoulm, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4-u` 1— a 0 O f� DATE /QO2/��� INSPECTOR /JG *aoe souTyo* 3 I Ise z ��oulm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [X ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [K] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE ,,& CHIMNEY [ ] FIRE SAFETY INSPECTION �j� REMARKS: . 7/ co-4 fnnti� 1!4=p Vl� DATE ( ( � — �� INSPECTOR I ` �� _3_ �, TOWN OF SOUTHOLD 00OPERTY RECORD C/C(3 f3 - 3 OWNER STREET I Z VILLAGE DISTRICT LOT `� e� F 1 � - FORMER OWNER E " ACREAGE ss v ai « W TYPE OF BUILDING „t, 44r f ,F S RES. SEAS. VL. FARM COMM. , IND. I CB. MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3_S"'d 0 /per f3D Zoo � �3 ice � � c. � t35106d 10 1 50�oSln l �' .mac. z los 'z AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Qom/f I BULKHEAD �'� �v ` O _ Tillable I DOCK ZS• �'� � — Tillable 2 Tillable 3 Woodland SWompland Brushtand House Plot Total `�,�a '� � ,,��,+, ;: ■■■■■■q■■■!■■■q■■ tri ■!91■■qq■■■q■!�■ q■q■■Hii�■■ A. Bldg. ♦ /FoundationBoth /2 :xtension Basement Floors .xtensi • Walls Interior Finish �xtension Fire Place HeOt _® PorchRoof Type , P?,rc h _ Rooms IstFloor ;reezeway , _ I �•tio �_ Rooms 2nd Floor _ �X a Od alt.. 1 i y � "101 A � ! � O 7 O V��P J sfl Q Survey for HARRY E. 8r NORA A. MILLER LAUREL Town of Southold Suff.Co,N.Y. Scolet=40 Mcy26,1953 OUAINNTL�p TOS TITL[Y N NT N ILY. /C.ItHtl ' MpfE���MONUN[NT LOUIS J. SANTORA, A.I.A. ARCHITECT 123 HEADLINE ROAD DEER PARK, NEW YORK 11729 631-254-0930 March 15, 2005 Town Of Southhold Building Department Town Hall 53095 Main Road Southhold, NY Re: Hudock Residence 4275 Peconic Bay Boulevard Laurel, NY 11948 Dear Sir or Madam: Please be advised that the existing sanitary system is capable to handle the additional loads of two extra bedrooms. The residence will now have four bedrooms. The existing system consists of a 1000 gallon septic tank and two 8'-0" diameter by 6'-0" deep leaching pools. The existing system meets the Suffolk County Health Department's current code for a required system for a four bedroom residence. Sincerely; Louis J. Santora, A.I.A. cc) Russel Williamson, Tom Hudock Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release 1 Data filename: C:\Architectural Drawings\Hudock\HUDOCK ENERGY CALCS.rck PROJECT TITLE:HUDOCK RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.13 DATE: 03/15/05 DATE OF PLANS:MARCH 2005 PROJECT DESCRIPTION: ADDITIONS AND ALTERATIONS 4275 PECONIC BAY BOULEVARD LAUREL,NY DESIGNER/CONTRACTOR: LOUIS J. SANTORA,R-A.,A.I.A. ARCHITECT 123 HEADLINE ROAD DEER PARK,NY 11729 PROJECT NOTES: CALCULATIONS FOR ENTIRE HOUSE INSULATE GARAGE FIRE WALL AT HOUSE W/R-15 FOIL FACED FIBERGALSS BATTS COMPLIANCE:Passes Maximum UA=416 Your Home UA= 388 6.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Peri B-Val U Factol UA Ceiling 1: Flat Ceiling or Scissor Truss 1245 28.0 0.0 45 Skylight 1: Wood Frame:Double Pane with Low-E 20 0.400 8 Ceiling 2: Cathedral Ceiling(no attic) 128 19.0 0.0 7 Wall 1: Wood Frame, 16"o.c. 2432 15.0 0.0 161 Window 1: Wood Frame:Double Pane with Low-E 266 0.350 93 Dooi 1: Glass 60 0.350 21 Door 2: Solid 20 0.350 7 Floor 1: All-Wood JoistITrurs:Over Unconditioned Space 1240 28.0 0.0 42 Floor 2: All-Wood Joist(rmss:Over Outside Air 111 28.0 0.0 4 Boiler 1: Other(Except Gas-Fired Steam),80 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The p �l-` med in this document is consistent with the building plans,specifications,and other cal t permit application. The proposed systems have been designed to meet the New York Code requirements. When a Registered Design Professional has stamped and si they{atp that to the best of his/her knowledge,belief,and professional judgment,such p r cc with this Code. Builder/Designer � Date 3 d5 D REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:03/15/05 PROJECT TITLE:HUDOCK RESIDENCE Bldg. I Dept. I Use I I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-28.0 cavity insulation I Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: I Above-Grade Walls: ( ] I 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation I Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor:0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Skylights: [ ] 1. Skylight 1: Wood Frame:Double Pane with Low-E,U-factor:0,400 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ] No Comments: I Doors: [ ] I L Door 1:Glass,U-factor: 0.350 Comments: [ ] I 2. Door 2: Solid,U-factor:0.350 Comments: I Floors: [ ] 1. Floor 1: All-Wood JoiMTruss:Over Unconditioned Space,R-28.0 cavity insulation Comments: [ 1 I 2. Floor 2: All-Wood JoisVfruss:Over Outside Air,R-28.0 cavity insulation Comments: I I Heating and Cooling Equipment: [ ] I 1. Boiler 1:Other(Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number [ ] I 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number . I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed [ ] I Recessed lights must be I)Type 1C rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder. [ 1 I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ 1 I Materials and equipment must be installed in accordance with the manufadurces installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided- Insulation rovidedInsulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply duds in unconditioned attics or outside the building must be insulated to R-8. [ ] Return duds in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply duds in unconditioned spaces must be insulated to R-8. [ ] Return duds in unconditioned spaces(except basements)must be insulated to R- [ ] I Return duds in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return duds in basements. I I Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets, mastics(adhesives), i mastic-plusrembedded-fabric,or tapes. Tapes and mastics must be rated UL ISIA or UL 181B. I Exception:Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g. (500 Pa). [ ] 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 I temperature set point of the largest zone. I I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I 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 I provisions of the Building Code ofNew York State,the Residential Code of New York State or the New York City Building Code,as applicable. I I Service Water Heating. [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I 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 Swimming Pools: [ 1 I All heated swimming pools must have an onloff heater switch and require a cover unless over 200/a I of the heating energy is from non-depletabie sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I 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 Thickness for Circulating Hot Water Pipes. insulation Thickn=in Inches by EjM Sipes Heated Water Non-Circulating LUngalWe_Mains and R no c Temperature(Fl lip to 1" Uo to 125" 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 71titlatess for IIVAC P4W& Fluid Temp. Insulation ThidWess in Inches by EjM Sizes Piping Syg=Tvnes Ranse(,n 2"Runou s 1"and Less 1.25"to 2" 2 "to 4" Heating Systems Low Pressureffemperature 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) FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION(1ST) .. y u -------------------------------------- FOUNDATION ----------------------------------- FOUNDATION(2ND) t� z y ROUGH FRAMING& ' Rt y PLUMBING 14l-a r INSULATION PER N.Y. -- - 3 STATE ENERGY CODE f FINAL or l � ADDITIONAL COMMENTS S _ z m A Cil i x , H y x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 31154-7-- Check Septic Form N.Y.S.D.E.C. Trustees Examined 0�3 20 1.5— Contact: Approved -,20 S Mail to: Disapproved a/c G c'I 43 3©5 DP� Phone: G� l S� Expiration,20 �+ _./_J_.---- Building Inspector 11 6 2005 1 APPLICATION FOR BUILDING PERMIT 1 Date 20 a o oEFrf INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule.— b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ,�, f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder G® I`qkPScriTC I, Name of owner of premises� v_ > w ude A�i (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4275 Pl�5c0IJ1C gr�v House Number Street Hamlet County Tax Map No. 1000 Section 4V—Block—.--3 Lot I S Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Sli0 b iLE I COMM— b. MMb. Intended use and occupancy f) Utf 61,E-- FAb4I l.Y VZgsty jc& 3. Nature of work(check which applicable): New Building Addition_-,XAlterationX_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost � 75,®0 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 WI.0d ` 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 014 7. Dimensions of existing structures, if any: Front 62, 11 Rear G� I Depth 2 7 0 1 Height Is Number of Stories 1 � Dimensions of same structure with alterations o�additions: Front �Z, Rear 62, Depth 35 .0 ' Height 28'� Number of Stories 8. Dimensions of entire rjew construction: Front �o 'L, ( Rear (9 2, 1 Depth 0 Height Z D It Number of Stories Z- 9. 9. Size of lot: Front d 0 1 Rear 100 Depth a 10. Date of Purchase [01-20 1 q lg ame of Former Owner St/ I(va4'� 11. Zone or use district in which premises are situated 1?- -4 0 2d)ao O S-a V-T,_ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_X_ 13. Will lot be re-graded? YES_NO__j' WiII excess fill be removed from premises? YES_NO 14. Names of Owner of remises - Address 7S Phone No. Name of Architect Ct Address Phone No Name of Contractor Address 0 Phone No. l b9 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO k * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O 27�r77 d t' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the le CA ;—X (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 4p day of 20Q� N tary Public Signature of Applicant MARIE.A.WOODS Notary Public,State of New York No.01WO5031860 Qualified in Suffolk County kt;d Cc�anrr_sinc&arca Aug.15,20 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: //q 14,C APPLICANT:`&oe l - DATE SUBMITTED:,-f-//,6 /OtS SCTM#DISTRICT: 1,000, SECTION: � , BLOCK: 3 , LOT: 15 SUBDIVISION:'q,)952:lC—' ADDRESS: 915 CITY eeva. ZONING DISTRICT: — CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: OR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED-Ak -NOTES: CATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83; REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. SACT. LOT COV. REQ. FRONT ' PROP. FRONT�REQ SIDE ACT. SIDE ,O REQ. REAR PROP. REAR REQ.flEIGHT PROP. HEIGHT PROJECT DESCRIPTION. *i o& �. ESTIMATED PROJECT COST: T/ENGINEER-f 'D" — WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? ,t/y DISTANCE? APPROVALS REQUIRED 7 UF_FOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/_/ PERMIT#: �6'AQMTLEKPTIC RECEIPT: Y or N SEPTIC CERTIFIC#ff r N O NEW YORK STATE C• PRE-DEC 9/1/75 YES o DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUS'iEES: YES DTE__/_/_ PERNIIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/ /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 723)or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: /00 SF SECOND FLOOR: 11 ,60 SF OTHER: SF INIT OTHER TOTAL TOTAL: I C d SF FEE FEE FEE SF)- ( SF)=13 f a SF X$ r =$ 3`l +$ +$ _$ 2. ( _ SF)- ( SF)= SFX$ =$ +$ +$ _$ 3. ( SF)- (SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: $ � NEW YORK STATE 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: ENGMERED/PRESCRIPTIVE FULL FRAMING DESIGN EL>yS: Y%N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%:Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM:Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION:Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?YIN(RETURN TO PAGE ONE) GENERAL NOTES DIVISION I-6ENLRAL REGUIREMENTS 2 Concrete wort Axel wnform to all requYemenks of AGI-318 sp shall b positively fm structural al In place to for ran ldings. a.112'3/4 and 5/8'122- ball.. 2-1/4'eq :.5/16' e.L to lures at corners and Int or more DM51011 IS-IgLIIANICAL I Fork performed shall comply with the follwhg: 3.All relnforcemenl,aneMr Lrolls,Alpe sleeves ad other Inserts shall ha poslEively secured In place and b.3/4'Din bolls-2-5/8"sq.x 5/16'. 2.�aing kpblls supporting ore floor or more a,These genral notes mles5 otherwise rated m Alms or specifications. lawled accadIng la tla apprnprlale architectural trwimys and details 3,Each boll hold N wood shall be trllleA Al1Im�r film dlaneter of bold A Meal Ian torniflntlon all]Ah Condith"4ng_ b.Bulldh Lode as eclfied an the mchlEealural dwln s. B P•ehfarcha 51ee1: a Partitions musk be conslruded of minham 2 V studs spaced 16'oc,of Irgre lumter spedfiod. I.All work shall Ie In full accordance wllh all current codes and regulatlEW of the governing ngewies, g 5P g 4.For sol mLIIINS,Sea ITII details m Rah rEct4T0 drMltrg5, b IF a double tap plate OF Ess than 2-2 x 6'S t 3-2 x 4'S 5 used Ilam joists shall c,All applicable local and stale odes,addremdlss and melotions. co 6 5 Forded steel shot shall Ise Intermediate to grade new,billet deformed brutegrade F it SU65 i to ASi n 1 1. a Bolts, centered direct over and below hearing Hall studs with j 2 Meexuncal roll¢.raddrLlcn to submit shopdrawingsI or to re didiew laywts,Cannoneer dram location,duct sizes,etc.to ec d.In mens where the dawings do not address methodically,the contractor Shall be bound to perform h slrlct 615 Welded etre Fdr Ic shall cmfam to ASTM A-IBS. See architectural trawings fm skes and locations I.Mall be of structural grade Steel. H g a tolerance of no more dm I"unless suYntanflated d1 Architect pMr to InStaIIW Ion mechanical sulxmtraclor to review structural so drwln ad matt dos Architect of engineering calculations. P 9s 9 °1H 2.On-se with manufacturers d see ions an re and/or s shall be the 2 Dekallhg,fdmkaklnq and placing of reinforcement shall be In accordance with AL1-315 Mmual or 2.Washers shall be placed under the head of lag tells beming an woad. Length of lag balks short be mhlmum 2/3 C.Bemin 5Wd walls must be snealhad u : meclanlcal m i shuctumal and design intent conflicts prior to rommoctlon. 2.On-site verlFlcadon al all dimensions and cmdlllons shall be the responslblllly of the general contractor ad 5lardard Pa tice far P6dIltrg Reinforced Concrete Structures depth of members being bolted together. 9 with a int tlmim 1/2'gypsum Load Forfend accordlig to dryunll 3.All work d.,II ie done In a neat and,wkma rru,fewer and so as to WE needless) hamper that artan of the work norufacn er recomm ndatlon, y P p his subcontractors F Altering 5truckural Mentors performed b)nihus. 3 Noted dkneneons take precedence Over scale. III%ale directly from all Contractor should 3.Alt reinforcing bas which Intercept perpendicular elements stall stores In Was,placed End(2)inches I.No 51mctoral member shall be omitted,molded,cut,blocked out or relocated without prim approval 4 the DIV151ON I-THERMAL AND HOI5IDRE PROTFul B phablurigh � consult Architect In case or question, clean from outer face of element. Architect. Do not alter sizes of members noted without approval of Architect. I All work shot Its In full nocondaae 11111,all current codes aha regulations of governing agencies. 4.The general rotes and Viol details apply decal doe job unless otherwhe noted an shown. 4.fie contractor skull rely the turning afoul at least fmty-elglt(48)hours prior to each concrete pour. 0,- rllt-rrp Beans: Rooll 2 All work 51i011 he done In a real and i nrkmo mike meat and so as to not reedlessly hamper that partlon of the work I>� 5.Dlscrepemclee, The contractor snort compare aha wordwte all dawings;wren In de opinion of the No concrete shall ha pared Atka Iwtlrg5 conloInhg sleding wafer a mad. Footings shall be dewotered I.Bulli-qp beans or folds fanned by a multiple of 2 x members shall be Interconnected m follows: I.Fiberglass 511mg1e5 THIRTf(30)yam self ar ding Shingles aver I layer of 324 asphalt 5aturaled fell adeno en[ performed b nil e,rs, LL X contractor,a discrepancy exists he shall prompt[ notify the Architect,in writing,before proceeding Kith the prior to placement of offices. No concrete shall be placed oil all rebrordmg has Leen Installed by the a,Maodzer5 9-I/4'and less In depth: true end Memall w/2 roK5 1612 mils at 12'one.staggered rmless otherwise noted. Install moral to meulaclurer'S h5tructigm 3.Plumbing nd:mnrraclar l o review 5h'w Lural and mechanical all and ratify the Architect of m luubin , work or he shall be responsible for the same T art'lndecl results of his action. contractor and Inspected by to building ofFlclol an cou ty approved licensed reaction. b,Members Beater[hon q-Il4"In depth or multiple 3 x m ndI through bolt with 1/2'diameter machin bolts at 2.Cardshakes:Sx2 grade real cedor 51(16'1 x 45'i)over ora layer 304 a5l material Install HIT 4 HVAC,structural rind design intent cmIraI5 prim to construction. 9 P g 6,Omissions. Anduleetural dabrgs and z edflcatlore shall be considered as part of the condulons fm the 5,flinlmun protective cover Fm relief steel shall be as Follows: 24'0.4.staggered. 1/2"weather exposure. Ppply an Ito wide strip of 304 aeL Ovor each course of sakes,9"from bottom edge of shake DIVISION IF _L EL GAL work. In the event that certain features of the construction we not Fully shown an the drawings,aarenl a.Footings: 3' ext¢""'Over top of shake and onto sheathing gv agreements p g N Luftlw of Beams ,blsk and Faflersr 3,1 Fre5hling See rate&4,below, I All o-u rt shall be in hill accordance nlhh oil current codes m[lorol,state and loml codes,ordhmges,re ludas or cements as well m current ace table building b.Beams and alums. T L Gutltrg of wood tie-in" Asks and rafters shall be IYnIYed to cuts cod bored holes WE deeper drm /C line depth of @Flash) practices shell govern,and thein cmSWdlon shall be of the same character w fm elmllm wnditlonz That are G.51I 3/4'(Wire rtesh to ha placed at and-depth of slob) tw member aha shaland,l not be located h the middle of I!3 of tine m. Notch depth of the ends at the member shall not and shall: rrply Huth Ua requirements of the serving Shawn m noted 0 Walls- I/4"of Intrrlm Inver Y ark exterior face. sP P I All flmhing,counter flcal log and coping Men of metal shall be OF WE less than no.26 U.S.got cal ro lam-nesl5tmt Power crn7nales and be UL approved. exceed I/4 the depth of the member. Holes bored a aur Into joist shall or be closer than 2lwhes to the tipa bottom metal. 2. All wort 5h ill be done In a neat and workmmllke manner T.The Architect w111 rat be recponsble r f and sl rot have control over wl6in oro mems,methods, 1. F-amdotlonr of be ousts and the diameter of the hole sial)not exceed 1/3 His depth 0f da joist. line tension side of Las, alsls will WEobe sequences a procedures,or ion safety n his coon and progg�ms In coma r div with the work,and r.Forting all urb ace shown a tie umn or 3d0h` l wigs. d grade. Here been a minimumd,step of footImOrings into J P J 1 2.Florin all exposed open]ywco g5 crud all brlldlne o Hers with approved material b extend al least 4'kehlnd Hall covering. and so a'. to rot needlessly hamper that porton of the well wt be responsible for the failure aF the Client m his contractors,5ulxontractas,or aryow performing all Ina)undisturbed wll m�d a mhlmm of 3'-0'below Finished ode. Ware re ulred,sic faolin l0 ratio and rdtere al 4Inchas ear greater nomlml IhkbeSs Shall not be rofchsd except at ends of member'. Lover all exposed ood al Lulldln cornersilh ate roof Lvlldh r. work g 9' q 1 es In Lind beak Nall'or Mea'Polls. 3.Step flash a[all roof to wall conditions F6 i h and cat Hood beam sad other projections through exterior Holts or performed by others. ay of be work,to rally out the Hort In awanAance with[he approved wnlmct Aoaanents. of 2 horlzankal to I verProl 8. and all dra In end 5 cel Mations ran meworkr umbt 5 m HaSla,electrical cYLultr,and 1.I'otchai,Or bored h'J E5 hl 5tUA5 of beri walls m p?ttbr5 Shall Ian be mama had 113 to depth of the stud. real surfaces. Priv g5 P in n9 s a y y 2.them cohal[lam develop regsYIng changes N exorvatkms,Such charges shall Le made as directed fry the J.Id, and BBeckln 4.tend flashing dill consist of two layers of 154 as I.cemented"Her In addition to required nailingfrom the ed a All 3. Eellallim cn,Installed outdoor and exposed to weather heating, to Giant nbly the trusses,ad air handlkld and systems are mk n part of the prof with)services Architect. There ia-s( II be not less than am line of brit h ever all feet of m In Ilam,attic ad roof front lire provided to the Lllenl bl the Architect m1e55 included order their agreement. Any dscrepnwles with there 3 All footing eFerralii. "hall be Ilmpequa by the inght g oRaol or Launly approved Irspeetor pylar!0 line H 9h 5P ng' of fine env¢W the roof to waning a point 24 Inches Inside dine hkerlor wall the of the Lulldhg, shall be r inaNrerproor P documents by ay OF the not listed services as shown In documents prefigured at others should be indicated placing of ay cahurets. Sane shall ha gNen fa[y-el jiE(4B)Mars white fm this ob'ervatlm bringing short corelst.of rot less IM,n ane bye Irch IimbEr double rolled at each end a of equivalent metal L.Altic Venllletlam b barren,of receptacles and sr arches shall be located 5" In writing to the Architect moral4 Sall Investigation and report, All cortin Hmk compaction tend sperv6las Shall be done mwrding to the bei of equal rigidly Mdspan trudging Is not required fm akllc a root framing where joist depth does WE 1.Enclosed attic truss spaces ad enclosed roul rafters shall have crass vemtllaton Fm se nates ace with screened Chat couher to un1a55 ohherwse noted on drawings. .4 9 If pert of service,prim to appllealion far Lvlldl permlts,be Contractor will furnish the Architect Hllh two sets of shop recommenddlms or the roll Yrve 41 1[m report prepared by a Incensed otwIII engineer. (worse slab exceed halve inches mount Bleak solid or all beaking 5Wporis where adequate lateral wppat brat otherK&e ventilating openings protected against the wh once of moisture aid rain h accordance with separate b BGNYS BOLA c Receptacle¢shall be Installed v,rNsoll at 12'all O X g p e y g p avided Block all stud walls at maxhan Intervals of alghf feet with minMm of 2 x solid mater al with HE Joints. and CABO ode,latest y drawings all prefabricated It d s r with s,one l be retained Architect,limit the other set to be relined b and footing olculatlons ace based ry e uchur psf value. If onsite test ring Indicate lesser values,nallfy (as applicable)edition and all slate and tool codes ad ordinances. See details m anchltectaal flnlsh Flour nm.1 12'-0"a G.horizonknlly. All receptacles contractor after review. Items a ulrin sha train iralude but ace not Ihnited to roof busses,Flom Protide 2 x Ilreztap5 at midpoint vertically of SWtl wall. &Idghg as required bl Flom buss maulmWer's Printed Ions Ira leaadons and details. within 0. 9 P 9s 5. 51doct,In unclog 5o Ed'thick rel forced Ki modifications cm be made. InStruc[lore p 6-Or' a a a a Losses,stays,cabinets,vanikles,etc. Should the drsgn a conflgiakl0m of wry prefa4mlca[ed component be 5.51do-on-grade shall Le 4'(hick reinforced wllh 6 x b WI,4 x WL4 Wff ad shall be placed m b roll. b'-O" hot In,ntally of a sink lavatory or tub shall be wired mol Ming crostructbn Frani previously approved shop dawmgs,the A ndnext shall be furnished,prior vapor barrier on 4"all darn,. PIV15ION B-DOORS A14D WINDOWS to a ground Fair Interrupted clrurll � to fakricalioq wlkh revised shop trawings Incorporating the revision. If the Architect b not provided with Ile 6 51adon-grade at pmche5 shall to 4'thick 4Ness otherwise noted. K Header Schedule. d, Wall a-lEdi 3 to be 48"above I low. I.unless olnuol shown,provide with b"minimum bearing AA 6 L above Infortnatbn,he dicot sial)defend,Indemnify,and hold harmless the A^chltecE from wry claim m wile 1,Install anchor sireps as p..Eer mfg.recommendations: I2'from carats and Intervals of wl name that 4'-0' e.All nmol e "stertors to be wired In a warner such that whobo er,N,eludlrg but not Itnited to,all payments,expenses an costs Inducted,abi g or alleged to have Mhimm embedment fm acv-hors shall No as specified by mmufmtwer. 5pmr 51ze of Member I.windows In buildings located In wird-borne delarls regions(120 mph wind zone or whin-In one mile or the ocean the adkoltm of one bg means 01 metal hangers will arrest from prefabricated them. 8,dam access shall b;Famed Into Woods H0115 to provide a continuous level flat wild bemin surface to 3'-0" 2-2xB activatt all 10.The candblor5 and assumptions stated In these eciflaoi shall be verlfied Eur contractor far g bra and sound)shah have glazed openings protected from wind-borne deb-Is m the Wilding shall be designed >- far all hems. 3'-I'fa 4'-0' 2-2xB z � � fi by a,a partially enclosed building In accordarx;e wl[h the Bullding Code of New York State.blazed opening q onfgmdes to lacdl codes andtracorconditions. In the event of hi disect In pact'berthed these speancyO l spa and DIVISION b-WOOD 4'-I'to 5-0" 2-2x10 protection far Humd4wrm s debris shall meet the requirements of the Large Missile Test oFA5TM E 19gb and of 6.C. Toole r;Y,and verily all condlNons at the Construction site before beglnnln9 my physical work He Shall ,-- local codes an condltlom,the contractor shall notify the Architect In wrlting of the discrepancy and special A Lumber&adhn !ud'to B'-0" 2-2x12 A15TM E 1886 FL4nl[lonze Idmself with the Intent of these Plm5,5peclflcatiwe and all other Information Including U erglnerhg requirements shall be applied to insure the�Jlldtrigis stwchmal Inkeg'lly. 1.All lumber stall Ed,MIL%otherwise noted,Po.I grade. Douglas Flr-Larch with the Following minlhi structural values. xce tion: govern)g,odes, fats,ordlnnwes,zoning And regulations. S 4.These requlremenis may be Superseded by mare sUNgen[hFmmaklm contained wl[hln Eradlrg stall imply with P5 20-10" [vnrkm SolWwd Lumber Stadad and applicable ko5tern Wood RoMcts PL, luwood, blood structural panels with a minknum thickness of lAb Inch(ICI mm)and a maximum span of a feet(2438 mm) 's the dwin The more sU'I enE Shall ha followed. P All pian. shall conform to the mei-h yolk state fullding Construction code,the and all local codes,rules, U 12.5011 wMltlon stall 5 1 m[o m exceed the follouing coMitbns: Acerclatlon standards. I.A=nd shall be Doug flr m equal. it shall be mmuFacWred and graded In accordance Hllh shall be permitted for opening protection In one-and two-story buildings.Panels shall ore precut to cover the regulahans And zoning laws. J Wr Beorin ml Mn,2000 F.field verllled order all fmtln aha in road slake. a.&frame fiber Lending stress: US Product Sladmd P51-83 For Constrwti aha Indistinct P Ho glazed openingz with attachment hardware provided.Attachments shall be provided In accordance with Table N Q g �' Ps 95 Size Repetitive Woler DIVI510N 4-51RIKTURAL LEEL 2.Each plywood sheet shall bear Me 'APA'tradem rk. R302212 ear shall be designed to Waist the components and cladding loads determined In accordance wilft Elle Haack;5 and Irhmnrs t0 be doublzd where required at 5kylighen stair',openings,etc. Double all Y 0 Q Water Table, Mln.2'-0'below bottom of all conaeke skin and foot . Foot s,foundations,walls,and 2 x 12 1005 P51 3.All end Joints shall be staggered ad shall WEE along the enter Iles of tranYg members, provisions of the Building Code of III Yor1a Stale. f lour Jill Under pmttans parcil of to sane and over b'-D' long Z LLz g skin shall net bs filmed an or N hkrhe Cky,Peat and other organic meforbls' 2 x 10 1105 P51 I.All steel [o be A-36 Fabricated and erected per ASCI 4,The Ione gaIn of the plywood shall be laid aE rl�t mgles to the ppI$s and[msses ad parallel W the stWs. i- 13.Live Loads: RaOh 30pzf. froom 4opsf(except Slee Ing roams:3�sd. Exterior Baleonle w�psf. Skalr Landmgsr 2 x e 1210 f'S1 shoulder ad 5.Nails stall be laced 3/B"minmun from the e e of[Ire sheets. the minlam roll entrakbn Into franln 2.All nllndows shall have Insulating glass,or single gloss with storm windows or equal Sizes Indicated on films Gantrae.tar c'nnll exertl5e good judgement In order ha Plinlmize damnge to any exbking areas and v ZZ Z 5P5 Pr � 2 x 6 1310 P51 members shall bs t I/2"ton bd mils ad 13/&for 109 rolls. P g are nominal only Builder to conwlk wlkh window marulackurn Ito determine exact sizes,laugh opening,etc At cmdidms F sl Ing Work damage, ns q result of now construction short be Restored to [heir original Z L) Q 4 sf Wind to f. bar SPozf Maxlmm fa skim lateral ensurer 4 sf Dead L Ids: f 12ecksr 40psf.Attics wldaUt slara)r OpSf.Attics wl[h storage 2gssf.6umd0115 4 Hcndralls ern psf. b.Fbrltantnl Shea: Fv =75 F51 6.All floors shall be nulled as per rolling%hecUle. least one window from each bedroom mea shall have a net clear opening crura of 5.T 5q. Ft,(grade Floor 5 0 cand111nn,at no add@anal Cosi to Ibe owner. O J z I4.Bottom of 11 an,shall extend below frost its of kine locality and minlwm 3b'below exlsllng trade to c Compression perpendicular to grain rick=405 PSI 5q.FQ nUlh a net chem height or 24",a net dem opening width of 20",and a 5111 hought of 44"or 1¢:55 above Architect has not Iron retained I,v on site Inspection Or observation of construction. Q W N undisturbed 5011 m loll compacted 0 q5 %dry derelty having a toad conying capacity as son.If ed In Note 12, d.Comlme5slon pmahel W gram Fc -8T5 P51 M Loner B-adrig the Flom for egress purposes. Glazing In doors and fixed glazed panels Immediately adjacent to doors or J Q as verllled btMf a stills engineer I�:ensed In the Ioa.ear where pmJed Is belay bulli. e.Ha l�s of elmtklly: E = 1(500000 P51 I,tnless otharwln rated,brace exterlm mortars of Luildtg Huth I x 4 dlmyowls,let into studs,m with 4 x B wlthW 18'of the floor,which may be subject fo frequent and recurrent acdden[gl human ImpncE Shall be tempered Drawings oi"m peclficatlon5 as Ii uments of service are the property of the architect whether 15.All foundaElon Hall backfill oder crape Mere distance from edge of well toe a of mndlsWrl r 1 5011 1 od sheet of 1hldmess to match that of sheathing or with metal stn devices Installed In accordance with as per IBC,BOLA and CABO and stake and local codes cord weirdness. The r ed I cr Imhich the me m h,h I5 executed or not. The Are hat ko be used on an other �' H CL dg F.Moisture cntenh 19 io mwhnm. P it 9 gr p of y y y exceeds 16',but less than 4'-0",shall consist of clew,porous,soil cmpgcked In 6'Iiem to 95 %dy density 2.Other s Iles be u,ed ovlded substlrudd speelse stall meet or ecoll requirements wed above, 2.ofp field'sInstructionstallcommand. (Ib fig,colrpressbn lenslon),a w/shvchral grade thermo-ply, p1VI5I2N 9-FIMI5HE5 projeg is or sur=s or Extensions rm�I expansionhbock. to this project except by written Agreement along Q 111 I�1 m provide 14 rebs at 2'-0"os,I'-0'beyond ac�of undisturbed sell ad I'-0"Into foural loo a F. 3.Mourne cmfortt. All lumber 4'and deeper shall hart moRtae content rat enter than 19%,air died lumber Is 2.Lap plates at all corrals. A.General with a rprop rinl e cartpen5atlon to fhls architect. N JU( Ed f6.or Free draining s"r b ted II(514 a b Equivalent salt be used re of b Fo Fill not walls calexceed Oda din the desired but rah necessary, Lumber racy be kiln died,however Ayhg process must be slow ad regulated to case a N'Na111r�✓-- 1.All gypsum wallboard sholl be Installed In accordance Hlth the Provisions of the BOLA,CARO and state and local Inhere Joist hnry ers or steel Irani, carriers me used and Mere "sim son strong tie"connectors or anchitechrgl Alms ad related details. EquNolen[fWid pressure of bockflll wt to exceed 40p ponds per minlmm mount of cher.kl comparable with ah trled stock, 1.All ni shall complyy with wiling obscures h WCM,IBL,BOLA and CAW fors applicable),latest edltbn ad codes and enchan s(as applicable). Pr j I P cubit food, If WiLF111 pressures exceed 40pcF,then walls most be designed for actual pressure 'if a "g' ° all state and fowl tit 9 codes,a mmlmtwers reccrtuneMakla-s, aPP gussels Ar,; called For an these Dramlogs,only fasteners Woomerded fry the mtrNfaeturer Are to be registered Professional Engineer Forded In the locality where project Is being brllt 4.All exterior lumber ad Enter In contact whin masmi y or caawle shall be pressure preservative treated In 0.FVe 5 rWuokar 2.Gg55um Hallowell shall not be Installed will weather proId ctuan for the retaliation Is provided. Storage should be In used, accordance with AFIPA standards ad seeped"C-raaid Contact 0.40 Its/cubic fool'. accordance with manufacturer's inetrXIII . Il.LMwl shall fill ask to exceed aga1twinst H unless l dabslse noted and substantiated P ed try engineeringnpiece a P, lovers. I.FFe stopping shalt be prmlded to of off all ountoo ed start openings(both vertical ad hall with 2' flood drat rugs are nor to be us,,I for any other site rotation Other than that Intended by line party 5.Grade stanps rld11 l graear on all furter. 3.All edges mtl eMs of gypsum wallboard call occur on the Framing members except those edges which are named on these drmdrv.s For oro- plot location,HINT review and whiten ermisslon From the Backfill shall wk ha placed against walls until skin-oneade and Ironed floors ore h place and hove reached 6.Store all lumber drove ode anU olml Fran exposure to uealhac PArol ant. or 2 thaknesses of I'nominal lumber with broken lap joints or other gppl'wed mal perpendkulm ko the framing members. All edges of gypsum wallboard shall be in moderate contact except In cowealed deet design strength. Prayer precmlbrs shall fx taken[a brace fmnAatlan walls when backflllirg. Where g` P AP�dI rmem�rtr P mchlledt d p p N B Fllkh Beers 5 s where fire rasing OF Fasteners al WE requhed. bmkflll 5 required on both sides,backfill bath sides simultaneously. L Pllch beans shall have a minham"o=15000,E=114 Huth 1121 bolts located not closer lhm 2'flan de t and I.All rafters and Jose training from opposite 51des shall lap at least six(3)Inches and be nulled together with 4.The slze5 ad d of rasfeners shall cam,) with BOLA,CABG and stale and local codes and mdlnmces(as fie conlrnclur a p�// DIVISION 3-CONCRETE min(3)10d face nails. n9 9 hall give all not,es and comply Wnth all haws,ordinances,regulations and orders of cry F�-I N bottom edge unless otherwise rated, There doll be q bol[top and bottom 2'Fran each end(see typical flitch plate applicable). "b1,cmth�.II 1-^ark, on the a formonce OF the Iiork Indicated on the drawln s. .� A.General, bolt pattern all 2 then training end to end joists shall be secured together by metal straps. 5,Provide mansions resistant dywall cement barna at turn ad drawers a,slrnm on details N acluacturd drawln s. p 4 , p g 4 Partilladi: 6.Fire-re5lskNe crostrucNm: 6a colh 5 and walls when adjacent d a dwe11In unit shall be of rated construction G.G.To Pre.lo rh1 flni=.h moldings crowd doors,windows 6 at f loorh+all Intersections I.The concrete properties shall be as Follows. C Jo15t I'maere h.6enrolr g J 9 Imo_ Al Lamp 5lrenglh Mho Aareaale size 51>Nmp 1.All purlkr5,joists ad b r,,met frond aver supporting memters shall be supported according to the UL Design specified on the dao dogs when units we deslgwd under BOLA standards as IMh„pked m the � _ 6.0 Shall nvmdr. one ,rime coal of paint 4 true flnlsh coats.(Interlor) �I �,.1 Q,Provide solid blocking at T'0'aa.between the joist and first hkerlm parallel 101I dwl s P 0 e 28 D 2.Joist hmgerin shall b^ +rknr.ndalliqutval steel MLh cmFams to ASTFI-A525,rah.22 gauge. Pradats acceptable "9 O Footings 3,500 Il2'-I' 4%1 shall be In blood Kant-5aa.m rolubalrnk. b.5plkes or the tap and bottom portion of doable top proles most be staggered a mlNn4moF 4'-0'. GL.Six II ryr,:ndo all Geigcorary sq port and or bracing which may be Required during demglltlgn and construction SO D.Bolts In blood d Fo! 6.5prees 1ructu shall occur only directly Over Studs. r-+ Slab-mlxade 2 0 In"-I" 4'11/2' '-7.' d.SWdaal variations me allowed If sAntantlated en Ineerl wlculatan5, 5 ed b ofessbnal en Neer Provide 51i wtural metal connector s by "simpzon"At all butt connecklons of structural members. (golvmlzed at W Walls 3�0 12'-I" 4'9/2" 1.w All bolts W wood FramIng dull be standard machine Lolls Hllh standard mallerble Iron wasters or steel plate g 1 g exterior). W .-� washers. Ilcereed to praclke In the jurlsdkkbn where caslrve Ion b laking place. Ona set of calwb lore b be provided b Geroge 51dps t exterior skin 3$CO 12'-I" air w/ ri air enkrplmnent 2.Steel plate waster sizes An be as Follows Architect for approval prim to castruekon All gyp.fY:i T-:,a toped 6 SpacLlr:d min.3 coats Use water resistant gyp,Brd.Or cement ord.As the backer Preservative Treated Ii ex rafters All re,p are rifler bas shat! I" er x 4' 's at 16'O.C.Tied balk a min.3 dg.Beare when such beams and ~ a W C(1 All wood exposed to exterior shall be preservative freaked with"Preserve" alkaline copper quaternary raFtas ore perpendicular W each other � x Z -,t- (ACO)based preservatve or arnal approved equal Provide a storm drainage system for all roofs and pawed meas. (T1 an C-4 P� DRAWING INDEX W � W - ----- - - - - -- -------- - - - - - - - - -- -- o Q T-1 NOTES - - - - D-1 TYPICAL DETAILS i�t5 ' A-1 ELEVATIONS J rr) 200' 5 -- 53' 00" E _ Q ' A-2 FOUNDATION PLAN AND DETAILS - - - - - - - - 121'-I - - 2'�1 27-0 A-3 FIRST FLOOR PLANS II I,-0, I,-01, 51 2'SECOND FLOOR CANT. r --p120p�ED 2'SECAND A-4 SECOND FLOOR PLANS j DENOTES PROP05ED WOOD - ? FLOOR DANT. A-5 FIRST AND SECOND FLOOR FRAMING PLANS j STOOP AMP 5TEP5 i o N 4 .' l Q 0 a -0" 45'-II' z A-6 SECTIONS a l a 2 s Z : EXI5TIN6 05P, g 4 • , , 0 z J 3 A-T SECTIONS I DENOTES PROP05ED SECOND 5TORY N ADDITION OVER EXI5TI%FIRST Q Q DEN01 L=5 PROPOSED ili • FLOOR 2'CANTILEVER OVER REAR I cv o -- -MASOI IPY STOOP AND O LL( O O Z • 5TEP5 W/DECK OVH2 Ju Q f a DENOTE5 PROP05ED TWO 5TORY i 1 Q 1 z I- N ADDITION OVER CRNHL SPACE - - 't PROPOSED 2' 5ECOND Q- -1 }- ti TO REPLACE EXI5Te PORCH �;ir:t - - _ 0Lll FLOOR CANT. DI 1 •""�.'y:f _- 0 _ D- Q (J DENOTES PROPOSED 1W0 STORY PROP05EV WOOD PORCH W/ I-0-- ROOF OVER z Z r ADDITION OVER CRAWL 51 < Z DENOTES PROPOSED ONE STORY 4 I- -DENOIES PROP05ED ONE 5TORY Q O O J ADDI1 ION OVER CRAWL SPACE In 3 ILr Q ADDITION OVER CRAWL 5PACE T Z (� REPLACE EXIT PORCH n-4 , Q (1_ Q DENOTE5 PROP05ED WOOD ' 12'-0' - 1 O 1_ d)uni -k O -- STOOP AND 5TEP5 ''b" rIN z L_-__-_--_- - NEW ROOF OVER EXI5TIN66ARA6E Z Q 200' N 5alo 5500" W 15 F::' L C:) -FL 4 N SCALE, I" = 200 DU.rs! TO WH OF SOUTHOL� -- t TABLE 3.1 MINIMUM UNIFORMLY NAILING SCHEDULE DISTUBUTED LIVE LOADS DNUMBER OF IN POUNDS PER SQUARE FOOT DESCRIPTION OF BUILDING ELEMENTS NAIL SPACING ( 1 COMMON NAILS WIND UPLIFT PF516N USE LIVE LOAD ROOF FRAMING WOOD FRAME CONSTRUCTION MANUAL EXTERIOR BALCONIES 60 FOR ONE 6 TWO FAMILY DWELLIN65(1995 EDITION) DECKS 40 3-8d RAFTER TO TOP PLATE (TOE NAILED) PER RAFTER F -SECTION 322.5 WALL ASSEMBLY TO FOUNDATION CEILING J015T TO TOP PLATE (TOE-NAILED) -TABLE 3-8d PER JOIST II Q PASSENGER VEHICLE GARAGES 50 -SECTION 3.2..3.15.1 4 3.3B HOLDDOWNS ATTICS WITHWT STORAGE 10 Illi CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) b-1661 EACH LAP N -TABLE 3.15A-B,5.16 CEILING J015T LAPS OVER PARTITION (FACE-NAILED) b-I6d EACH LAP -SECTION 3.2.5.4 HEADER AND/OR GIRDER TO STUD ATTICS WITH STORAGE 20 ,p -TABLE 3.5 ROOMS OTHER THAN SLEEPING ROOMS 40 COLLAR TIE TO RAFTER (FADE-NAILED) 2-I0d PER TIE _ m }, -SECTION 1 ROOF A55EM8LY TO WALL ASSEMBLY -TABLE 5.53.3 SLEEPING ROOM5 30 O BLOGKING TO RAFTER (TOE-NAILED) 2-8d EACH END o m m X W -SECTION 3,2.5.1 RIDGE STRAPS STAIRS 40 H_ RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END m Z -TABLE 5.4 (5UBNOTE 5) IL GUARDRAIL5 AND HANDRAILS 200 W WALL FRAMING O W TOP PLATE TO TOP PLATE (FACE-NAILED) 2-Ibd PER FOOT W TABLE R301.2(7) � ° CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOP PLATES AT INTER5ECTION5 (FACE-NAILED) 4-Sol JOINTS - EACH SIDE o q m v GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD N STUD TO STUD (FAGE-NAILED) 2-I6d 24" O.G. m _j SNOW Q LOAD SPEED(MPH) DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN NDERLAV-MCN HNAR�S Z HEADER 1F0 HEADER(PAGE-NAILED) bd 16' °.L.ALONG EDGES m CATEGORY DEPTH TEMP REQUIRED J TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2" x 4" SND z m Q z 45 Psf IID B SEVERE 3 FEET TODHEAVY I"IODC-RA E it REQUIRED - 3-ICICI PER 2" x 6' SND LI X W Q TABLE R402,2 Q 4-I6d PER 2" x 5" 5TUD "51MP50N" MIU JOIST HANGER MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM PLATE TO FLOOR JOIST, BANDJ015T, ENP-10151' OR BLOCKING z "51 IPSON" GGQ46 POST - EAM ANCHOR MINIMUM SPECIFIED COMPRESSIVE STRENGTH (Pcf (FAGE-NAILED) I Of 2-16d PER FOOT Z TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTEN?:AW L Q FLOOR FRAMING i­ NEGLIGIBLE MODERATE SEVERE IL IL J015T To SILL,TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER J015T N Z BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOTK Y EXP05ED TO THE WEATHER 2$00 2500 2500 ` (— BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END �, U BLOCKING TO J015T (TOE-NAILED) 2-8d EACH END W BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2,500 2,500 2,500 ` 11t Q U GARAGE FLOOR 5LAB5 Z BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-Ibd EACH BLOCK .4 0 W LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH J015T N 4 Y J BASEMENT WALLS, FOUNDATION WALLS,EXTERIOR HALLS AND 2$00 3,000 ° 3p00 ° Z y� >_ ID OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER lz J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER J015T N Y- --r— ~ PWEATHER,AND GARAGE FLORCHES,CARPORT 5LABL OOR SLABS AND STEPS EXPOSED TO THE 23000 J ne ° O BAND JOIST TO 1015T (END-NAILED) 3-I6d PER JOIST q Q 500 , 3$00 Q BAND JOUST TO SILL OR TOP PLATE(TOE-NAILED) 2-I6d PER FOOT Q w NNZ ROOF SHEATHING V O a A.SE 20 DAYS 551 Z } D_ B.SEE TABLE R50126)FOR WEATHERING POTENTIAL. 4 W W L CONCRETE C iH M LOCATIONS THAT MAY BE WBJECT TO FREEZING AND THAWING DURIII6 CONSTRUCTION SHALL BE AIR-ENTRAINED GJ,vCRETE IN STRUCTURAL PANELS 8d b" EDGE / 2° FIELDrL ACCORDANCE WITH FOOTNOTE D. N U W D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SIiALL NOT BE LE551YWJ 5 PERCENT OR MORE THAN1 PERCENT. Z DIAGONAL BOARD SHEATHING E SEE SECTION R4022 FOR MINIMUM CEMENT CONTENT. OSIMPSON LSSU28 w �— "xb" or I"x8" 2-8d PER SUPPORT F.AFTER TO RIDGE N GYPSUM xl0" or WIDER 3-8d PER SUPPORT RIDGE CAFTER CONNECTOR 16" O.G. USE CEILING SHEATHING "SII,IPSON" LU JOIST HANGER w H (10) 10.:1 AT FACE AND 5 - IOd X I/2 WALLBOARD 5d COOLERS �" EDGE / 10" FIELD NAILS II ITO EACH RAFTER AND RIDGE - �/ cq ENDWALL WALLSHEATHING RAFTEPS MUST BE 13AGK TO BACK V STRUCTURAL PANELS 8d 6" EDGE / 12" FIELD r JOISTS FIBERBOARD PANELS O �—I A A ff X611 (7d 3"EDGE /b" FIELD O rT Q lL 2%2" 8d 3" EDGE /6" FIELDCq BLOCKING Q GYPSUM WALLBOARD 5d COOLER5 T EDGE / 10" FIELD ~J L BLOGKING 4' O.G. MAX. (3 F--II F•'-I (3 HARDBOARD 8d 6" EDGE / 12" FIELDCq 5EGTI ON A-A PARTICLEBOARD PANELS 8d 6" EDGE / 12" FIELD DIAGONAL BOARD SHEATHING �•J M W or I"x8" 2-8d PER SUPPORT WIND FLOOR DRAGING ENDWALL `� � � N P , z I"xIO' or WIDER 3-8d PER SUPPORT H r, FLOORSHEATHING W F STRUCTURAL PANELS 2"MI IMUM O Q W I ^ ' 51DEGOVER f� J 1" OR LE55 8d b" EDGE / 12" FIELD 90:°o�oe°.uio, FOUNDATION A STRAP DTC. GREATER THAN I" IOd 6" EDGE / 6" FIELD INSTALL AT EA. SND ALONG WALLSDIAGONAL BOARD SHEATHING "SIMPSON" ABE44 POST ANCHOR AT EACH SND PROVIDE I I/4" X 20 GA. x or N5.. 2-ed PER SUPPORT HOT DIPPED GALVANIZED I"xIC` or WIDER 3-8d PER SUPPORT OR MANUF. FROM 6185 OR Z450 GALV. 5TL. ASTM A653 I. NAILIMG REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL GRADE 33 5TL. STRAP SHEATLHING 15 NAILED 3 INCHES ON-GENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING LAPPED UNDER PLATE. REQUIIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE GONNECTORS,SUCH AS SHEAR PLATES, PROVIDE 3" 5GUARE WASHERS SHALL BE USED TO MAINTAIN THE LOAD PATH. j AT ALL ANCHOR BOLTS. 2. WHEN ,WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED C) 51MP50N EQUIVALENT G520 TO BE REDUGED TO I-I6d NAIL PER FOOT. 5/a° DIA, x 12" LONG ANCHOR 5OLT5 NAILING REQUIREMENT5 FOR ROOF 5HIN6LE5 a 36" O.G. (MAX. 12" FROM CORNER - FASTENERS: FASTENERS SHALL BE ALUMINUM, 12 GAGE SHANK WITH A MINIMUM 3/8" DIAMETER T" MIN. IMBEDMENT INTO FOUNDATION WALL HEAD, A51RM F 1661, LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4" INTO OR THROUGH THE ROOF SHEATHING. ' ATTACHMENT: ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LE55 THAN SIX FASTENERS PER SHINGLE. O B FOUNDATION SILL TIE DOWN Ul - o TU Y2 BEARING -_j Z IK USE A MINIMUM OF PLATE I.LI Q 4 TWO 8d NAILS THIS z (� La OT SIDE OF RAFTER. LL, Z = 4 TOTAL w Q O Q "SIMPSON" HDSA SHEARWALL HDSA HOLDDOWN �_ r_7 8d AILS UR o •./i Q _ ED FIOLDOWN. INSTALL AT (4) ® ° INTO RAFTS - N CORNERS OF BUILDING. oLID o PROVIDE -%" 0 ® SHEAR WALL CORNER STUD FORBLE 2x MIN. HEADER OR BEAM O (� 0 z THREADED ROD - IMBED U Z ATR ANCHOR & 2-V4" MB. Tx _ CONNECTED TO Z TRANSFER SHEAR e I ^'/ INTO OONO. PIER BELOW MIN. Q 0 O FASTEN w/ 2-I6d °� l" WITH ANCHOR COUPLING z Q V (� COMMON NAILS o ° �' w 7 p ® b" O.G. Fl Ul 0 � � 4 w B o o — PROVIDE 5lOd NAILS )<t° ROD REQUIRED FOR 5TUY2 Z (— p 0 Z INTO HEADCP d 5-IOd r J o o ° z NAILS INTO 51Up Q m / mq TWO _ _NW COUPLER NUT Q V Q ° ° ° MIN. EDGE DISTANCE III 00 IN OAILS °o 5PER MANUF. U PLATES ° ®o N h5�ronq-flc 81d NAILS (Installation Idlth Triple LVL) "5IMP50N" LSTA12 51PAP MIN. END P15TANGE DUlia!' PROVIDE 4-8d FA5TENER5 TO RAFTER PROV/IDE 8-8d FA5TENER5 TO STUD INTO P INSTALL AT ALL HIPH ',111 A5 PER MANCE. PROVIDE 4-8d FASTENERS TO PLATES PROWIDE 8-8d FASTENERS TO PLATES STUD '5111 HU5 BEAM HANGER HEADERS TO JACK 1dUD5. "SIMPSON' HDSA HOLDDOWN AT CORNERS OF NEW BUILDING WALLS "5IMP5ON" H5 HURRICANE TIE "5dMPSON" Hb HURRICANE TIE "51MP50N" Hl HURRICANE TIE EACH 511" AND STRAP TYP. HOLLOW COLUMIJ DETAILDmil EACH RAFTER EACH STUD EACH S IUD AND POSTS Al LEADERS I EXTENDED MASONRY CHIMNEY AND FLUE CONCEALED FLASHING AT ROOF WALL INTERSECTIONS,SKTLITES AND POOP 'COBRA' RIDGE VENT VALLEYS AND EXPOSED FLASHING AT ROOF CJ_ 'COBRA'RIDGE VENT CHIMNEY MTERIIECTIONS(TYPICAL) r REMOVE ENTIRE EXISTING ROOF STRUCTURE PuII�J��I Y II�iJI IY i � � I II I 1I1�,4 V IS'DIA PREFB \ %I — CRICKET AND FLASHING - EXISTING CEILING CONSTRICTION t0 REMAIN UDNSCREENED LOUVER VENT COBRA' RIDGE VENT M1Y'II II li IIJI�d+I4�+1�i IIJI�I J1i�`n�•'lJhi n�i II lI�i'}IJJIII'I1VI 1Ih�I u.ll 11I 1J11_ V I__I_i I_Ir_-L_JT- -I ' �� I Y 113"DIA PREFAB. I 1 l XSCREENED LOUVER VENT Y I_ I I I -I I I I V I I I I I_ - - I I JJJ�IJd� h �ll�l�lJ�l IDI J ld JII IIJI J� Jyll � V �I ,I I C C : C I:_ I ] J , I I T I' LII J �d J III J JI J' II III JAI JI , I pul l ill I h I I � I I I I I h��I I� I I I I I IPI I I � I _ 1I , II Ilhtlll�� I C II I 41�II�iJ�!I;I'n IJIII � � JII G^D1AP�FAB. J I� IIIJ' J'II JIJJI JI f � L LJ ILII I� i I f I I7 I I I � L I f Il J I'I 'IJII�i - - — — - ill4 VddIJ I�i II II �I IIIJII'I uI i 'IJI SCREENED LOUVER i EXTERIOR WALL MOUNT I, II I _ . .r - —_ IIJI J 1111 III Ir I f Y I I � lJ���fyJly�J I :' + �f R� _ _ _ LIGHT FIXTURE(TYP) µ i Vh I y I J I ,��J _ _� V III J I Ytl'I JII I I _ ©__ _ 4 Y JpI JJ 1JI'!{J IIY I'IJ L I�I I '}II I' / � 4�� YiIIi JJVIII��I,I I IIINEW ROOF SHINGLES If Y�'ll�il �J��I�I �" � I� L r_J__ I L I� } C J� Ii_ C C7 CJ L_,hL��_��I L PVC RAIL Wl INSERT BY FYFONOR LPIPE i ® OIII II y fI� V IJI YYY y + L h _- yy I L 1 L T J 1 ® ' J f TL - e' XS"DECORATIVEEOUAL I - I1IITCL ❑ � II - C�TL - � ' � i - . IJ.J I '� I I-F �' TRIM 5'H, FASCIA a AD WOOD I I L I L J 1 1 J _ IIIII_ ILII _I111L "- PVC POSL '-0 J I III Ih In II u n N u i LIT_ iL LII I N w I Ci rl_T_ _rJT_J_ L I L AND WIDE WINDOW TRIM NEW CEDAR PERFECTIONS VINLNEW VINYL CORNER BOARD ,_ _ I_I_ I L�I iI fI II II I I I I ■ III I1 rTIilII IJI❑LJ I 11I LI 1Il ,1iI 1I77❑J J __ PVC PECORAtIVE �II III❑ - __ I SIDING TO MATCH EXISTING J i BALLUSTERS !S"OL. h I - _ 1 1 1 L J 61'-10 I2" 4'-0" 36'-0" EXISTING 2' x 10"P.T.LEDGER BOARD SECURED TO EXIST.STRUCTURE W/I@" 14'-2 12" 5'-8" 20'-1112" DIA LAG/EXPANSION BOLTS• I6" 1 N O,G.STAGGERED TOP AND BOT. GALV.BEAM RAWER }uwL inn"! Innni 2"X 12' P.T.STRINGERS ENDS R IC X ON PD.PAD(TTP)ALL NEWN UNDISTURBED B D PIERS f0 BE 12"DIA X Sb"DP.MIN.BELOW STEP rOOTWGVERTICAL MAXZ HOR2oNiAl O ON VIRGIN CAPACITY IMBED 801E Z TIXJ GRADE POURED CONCRETE PIER ONE VERTIOAL SLO BEARIW CAPACITY 12"DIA X 36'DP.MIN.BELOW AttACH NEW FOUNDATION WALLS i0 EXIST.FOUNDATION BEAR"FP.C. AGE ENDS 41- -_ II GRADE POURED CONCRETE FOR WALLREBARB 70 BE MIN.2R FROM EXTERIOR OF CE R Z Z" X 10"� i. IDJ-2 - DIA ILAG/EXP HURRICANE TIE oauM6 AT EVERY RARER _ '-10 12n LEDGER BOARD AMD TOP PLATE TO STUD VERTICAL IMBEDDED INTO EXIST.WALL 4" 5 NEW WALL EXIST.OUTSIDE I X. II SECURED 70 EXIST.STRUCK W/IR" \\ ROOF CONSTRUCTION EXPANSION BOLTS '• I6' \� ` �FIBErsr ass BASED ASPUALT GOAMD SHRMKMG EPDXY GROUT __ - - _ •F A-•, -. i ' D TOP AND T. _ _._ RYW OOD H ATHUG ONFRG.LF WMIZ5 NL CLA65 X07DR,--_ -� - 'A'LABELI LN 30'FELi WDERLATMENr ON 16'iR 7 X - 7. __�i __ __—__— ___ _ _____ _ _ __ ________ _____ __ rxy'LOLLAR nEs.46•U'..� _ CONCRETE -FILL BAR HOLE M EXISTING WALL W/NON - 9 I r OL.STAGGERED — - — Lln R.ASu1NGncE SHIELD - _ __ -_ � � IR11MM WRER W LEADERS /� 4 e - - X. 1 c —__ ".L - -- 66FIT SCAM CORdICE CONSTRJCTION Q ALWMIN.IN coveRLn r x e Q X 3y . .. 2-2"X I FL LL I D z"x SDUD BRIDGmk; ` _ - .' WIELD FAYIA,vIN1 L = a a a a a a SCREENED vFDV' • •: '•:n-�•:�L : �• •^ ••:.'• yL _ _ AT 1106PAN MAX al. uL _ u "S' R IL 3 MISTSSLA65 WSEL I� 2)2" X P BEARGG FLATS nl 6 12 rz X ¢ IG ON30-WAIN}. CON8TRIIRT 0.' MG 4N 30'FELi MD PoR STUD UAL TYYEL HON' AP -� FIN rH FLTWD SNEATHIIG ON SND LLW.L EXIST,e"TH.MASONRT L PL x r".Iv^ocu la•GrP BRo.MIEwaR T!6 W R-19 FIBERSLA961PI90L.IN CATH LLG9 /_— I g.-01 41-0111 5'-1 12, 21.911! 41.1111. �� 0" - LOOR OONSTRUOTION II EXIST.e" TO.MA80NRY FOUNDATION WALL ON m SECOND FLOOR arA� AuoG�vE O B"TH.X Ib'WIDE P.C.FOOTING VIP. C y NEW G W SPACE - - —FOUNDATION WALL ON B H.X I6 KY19001)SUBFLCCR GLUED AND TONGUE TO WOOD BOOR MISTS H }�JEXIBL 3.2_'XB^WORe9ERL n6ueo FLOOR ON 3w•iu.r FOUND T ] x a•50LE PLATE LF�y U REMOVE E IST PORCH r , r-, r-, WIDE P.O.FOOTING VJF. I A F0.NDATI BLAB __ LL s POST BEARING ABO ; 1 ❑ CH EXIST. R)B'F eEFGL v NSULATION N C } 0 6GLD 2X MOCIU G AT MID M.BNR STUDS } Q Q J' I EXIBT.HTR BRIDGING AT MIDSPAN /—DIAGONAL BRACE I"LET-N6 AT COfNEFS Z W Y - N } AND WHERE FEOD � 1,� °I e EXISTI xI w� NEGtMIE 6IYTNI e'EaRING"P EaTE,RM uo. vw7d NCs UNEXCAVATED DIETS ANo TD PLATE u . r NEW 3 OD.STEEL PIPE COLUMN 2 " EXIST.0 X I6 MA5OtJ m^TO GYP eRo al FI _ IXJ 4 a RY PER 9 - j - z 0 nk 11 u n 11 n 9 - PROVIDE "W. Z4 H.ACC FLOOR Lolsrs FLOG CONST UCTION - J - - ESS CNl 24 X 7 R R -X 24 X 12 iH.STS OR ( J OCA 4 X 12 R G. - TYP L TE io P - k- �I _ t r - -- -- - - Q. FINIYAED FLOOR LN 3/A TO AND GFOOVE - - - .HOLE-THRI IB IW - N FOUNDATION-SANG FOOTING 1L UNDER NEW F'OSiB V IF.MID E Q OR BEAMS ABOVE x R PLACE P-15 FSE GLASS DR SLREEEo am GLUBo cM u'cvD FL Mlers FI 5i F 00 DDR ---- ---WALLE - IST --- R PLOO - L IFYs BMdJ - - r EXISTMG IF REQUIRED( - RE (TTP) - !- •q Z 15 FIBEfA'iLA55 MYJLATION O I HEADER AT THIS AREA -L EXIST. CELL EXIST. CRAWL SPACE ��,' 61ae•P°oaov5u�la0islLLeeu.uNL a W w 2' % 0"P.T.LEDGER BOARS - SILL W e/S'DIA ANCHOR BOLTS•36'OL.AMD MAX N I SECURED i0 EXIST.57R1C1URE W/I2_ N DIA • N U LAG/EXPANSION BOLTS I6" v FRD11 avr coMlEre r nM IrreEonENr Irrto Fa.NIDAnRI WALL DO a - OL.STAGGERED i AND EXIBT.3-2"X B" IRDER = ry OP BOT. -- — ---1-- --- -- — --- — -- — _2"X I FL - /—P.r.RM BRD. •:-V. VL D _ - �fr�HE SHEILD d,'v'7r','..L, • v r JvdN r'.l f, } 'r�'YVr;A Yl"DIAX36"DP.MIK BEL __ _ O " , •, 4: •`� ! PDE UNE GRADE POURED CONC�TE PIER Lj -� ,. I � m o a i EXIST.AGC CEMENT PdfcANG aN EXPosEoON 11 GALV.BEAM HANGER--� a - A5EAS OF FOUNDATION"L 2"X 12'P.T.6TRMGERS ENDS _ - - 1 - °j v -- R-9B FIBER GLASS PIDULATION J �9 DAMFPPOi"FMCi QJ PL BEAR ON PD.PAD(TTPJ --"-- x FOUNDATION WALL BFLow GRADE n 8 10"p T. D 7 Z" P.T.FID 1 r CRA TI DCWJ SILL RAPS AT EVERY SND, E ii 4� _ i - - WL SPACE _::• r��NecTIAMEMS SND t0 SILL BEARMG ELATE TO � � O O P c o r L WALL CNe xG Pa FromG _ 41.1111 41.11, :. L - - L- �4'TCH TO ar LRAM PIPE M GRAVEL BED - 1 ruEL N - ___-_________ I .. •.:-; WATERBTOP L 17 __L __— - _ _ —__— __—__ __ _ _—_ _ —_ 2"TNF D CONCRETE FLOOR BLAB -� LM 6 MIL. 3-Y FESF BARS UFNTINIIOIS m NEW B'TF1.P.Cv FOIRJDAT GN ALL(.N P 1ETHTLENE VAPOR BARRIER LM LLNTMWWS POURED[[NOESIS //11 F+ B"TFL X Ib"WIDE REII•F.P.C.FOOTMcr, C SWELL LLMPALTRD POFO6 RLL 'Z IIG W r x t"ICErwnr d- '.-T MIEW UNE AVAT ONViONmTOM MARMGSOIL ���"""••••••III (� � U •" B PREMOIDED filAO ECCE FILLER F£M'ETER r--1 TAMP FILL -!WATER6ioPV. STEP FOOTING MAX 2 140PJ AL = 4"PL.SL W/W1M -' 1s I� �^ ^ TO ONE VERTICAL SLOPE T IOAL WALL - SEGTION --�j-`y >T: 5,6ALE1N1T5 (SEE GRO55 SG IION FOR EXAGI' GOINFIGIIRATIOFI) VJ N P1 - O W � i z s II a• 5 I� Q A-'I '-6" 101.011 241-6" 121-011 41-011 36'-011 EXISTING .`. UD ` 21'-1012" ' 1 J FOUNIDATION, FLAN OPT 5GYE V4'.P.m' Z"X 6"PREFAB.WOOD CAP 1"X 4"PREFAB.RAIL 2'X 2"PREFAB.15ALLUOTER5 5 5"OD. (n "X 4'PREFAB,POST BOLTED TO JOISTS _ XfERiOR WALL --� .� Ul 2'X4"a16" — .. EXISTING FINISH FIRST FLOOR e 2'X P.T.LEDGER BRD.SECURED TO M SCREWS STAGGERED i PI 40 LBO _ Z V. Z"X 4"PREFAB.RAIL O W Q ALUM FLASH OVER LEDGER 5/4"X 6'PREFAB.WOOD DECKING 4 �f Q 2'X 8'P.T.PECK JOISTS• I6"OL, FLOOR CONSTR •� Q (5 Q ca In X On PREFAB,WOOD TRIM BRP. 2.2"X 6"PREFAB.WOOD TREADS Q W Q } til W Z' X DIRT.STRINGER / \ HEAVY GAUGE GALV_ JOIST HANGER !1� / SIMPSON STRONG TIE IL Q O z Z u Z J GALV. POST AND HEADER ANCHORS X 4"P.T.W.POST O Z O O POURED CONCRETE PIER UNDER ,�R' O Q U- EACH POSTSTRIWERLU Q Q 7 4 Q T P. REAR 5t5ECtION5 LL 5 C A L E: 12" . 1'-0" A= 2 I b1-101/2" 21'-10 12" 401-011 m 9'-10 1/2" 4'-0" 36'-0" EXISTING X 4'-II" _ 414" 1'-61211 9'-91/2" Z2'-812" 14'-3 2" b' 0" 12" 1 ALL WNDOUIS MID DOOR6 ARE [1} – EXISiMG TO REMAIN UNI-Ire INTI OTHERWISE NOTED a a RAIL ------36'K CEDAR OR PT-WOOD LME OF SECOND STORY NEW D TOOP ARD CELLA GU CANTILEVER ABOVE Q CELLA ENTRY 0 X Cal ----- - • a a a a a a 0 m .; Arm aem"' B 9 N n OmIIELE NEW O -REF. rr' 0 7-1 -- -� -- ------------ - rl---✓EW rWs e = CLOSET a EXISTI TDRYE COST r ExiEw NEW MFIEA'm 11' 111 m �O ---- NEW 57 DY PROVIDE �LL DOWN ! �� A'-m'ngt KITCHEN I I PRYER v AUN ------ FORMER BE ROOK u, all 7E 1 ATTIC STAI ACCESS I I _ O- - I�--;�T,1111111 q U / 9'-I0 121,1 12 -11/21, �� -0" N 4 } i HE WALL�BEETUWWIE EN GA / 4'-11" \x/ -11 12" _+- _ _ BINK —°'— — _ — zQ AND EATMFe AREA TO/ 'e� _ �y' m — —I' . . —I — — - — � . — j Z 1 3/4 HOUR FIRE RATED AS AND&ENG T _ III 11 I'-6"i 2I 0" 4' 6" I _ _ 1a— PER Nye CODE up 10 2/6 3/6 SKYLITE C I' —--HI sro UNDFR SIDE OF 0CF ABr M SPLA ED I U q 1 DEl / G BRD.SH Ln - . — — — (15D. I �' 0. / . — . I I ILLI--–––J q yu l C — . _ . _ . . SII 3._—(r nres In Lu - EX STAN - - _J-S =-- S7 IRP ip 9 x = Lu F 9 �� III II 5 OD 15 ISE in ---_% - -IAC--- -- -- -�--F "RE PORTION EXISTING _ CEIM. 5Tw1C'IU THI5 AREAON ELOPED CEILI I I C-- - FON{ IU 34"H.OAK HAND - i�- NEW STAR O TNG - ADD HORS.AND TRINMIE AT CUT B ^ i AILING PER CODE I' JOI TS AREAS O ' -' III / NEW OAK TREAD - PANI Kr - AND RISER STAIR NEW COVE ) N GREAT OOM I ,. U O PORCH Tn flew rre sro = iRMER RDOi AND LIVING R(D@M —_—_, O N I � I I i1i i I I — A j EXIST.OH DOOR T 5 L-- --�– Cy 0 1 nud.nse"�� riltlLNe I , i' rmW uym c» - � OM LI BI drbEP�F+! - cneenexr NEW C8 O /� ('7 I BELS LIre jj__eIDRL�_____ _ vJ N II_ _-----_ I -�'l LME OF eE STORY F+i --� _0 W RD"OPEN REMOVE I T ING ASWR DOW ANDQUIRED FOR ALTER :a CANTILEVER I WYE NEW DOORS SI LITES -FILL IN – FRONT ASON Y 36' H.PREF .PVC GUARDRAIL LINE OF CANTILEVER ABOVE O ^ REMAINING VOIDS NEW INSUL WALL H CONSTR TO r ATCH E XISTP ADJACENT- STOOP 9 REMOVE EXISTING WINDOW AND PROVIDE NE HDR, E BONED. - ALTER RD014 OPENING,AS A — — ;� - REQUIRED FOR NEW WINDOW -FILL IN REMAINING VOIDS WITH NEW INSUL I0 .n,., 0' PREFAB.6'X 6"PVC WALL CONSTR.10 MATCH EXIST. 3 BTRICIUFAL ECORATIVE 6� ADJACENT- PROVIDE NEW HDR, COLUNINS BY PON OR EQUAL SEE SCHED.(iYP.) 13'- 12" 12" -6 10'-4" 6'-41 I,-B11 4'-Ilii 3'1_3 12" 5'-611 101_01, 34i_6n Y41_611 4'-011 3('-0" EXISTING 21'-1012" 401-011 Q) IR5T FLOOR FLAN ecxew',I'-m• 9 V SQUARE FOOTAGE LEGEND AT LEAST ONE WINDOW M EACH WBEDROOM TO BE ALL LVL(MICROLLAM AND PARALLAM PRE ENGINEERED NEW FIRST STORY ADDITION: 91 82 Fi. U (jSIZED 10 ALLOW EMERGENCY EGRESS PER NYS CODE 5.T LIMBER TO BE AS MANUFACTRED UZ C.C.CDON. • CARBON MONOXIDE DETECTOR INTERCONNECTED Sa FT.OPENING-MM.HT.DIM.24• -MIN WIDTH DIM.20'44" BY TRUSS J015T- 4 ()6D. " SMOKE DETECTOR INTERCONNECTED MF MAX BILL HT. MICROLLAM LVL MR L9E 2600 el Fb w Q � � NEW FIRST STORY ADDITION, 12 80.Ff. (�EF. • EXHAUST FAN VENTED TO EXTERIOR PAR4LLN'I LVL MIN 2IDE 2900 pel tb ALL d€W ROO1S( EXCEPT KITCHEN AND BA1H5)i0 _ NEW SECOND STORY ADDITION. IBI SQ.Fr. HAVE LIGHT AND VENTILATION PER NYS CODE 41, ALL INSTALLATION To BE PER I- N OF ROOM AREA MIN.CLEAR OF'll VENTILATION at J )- EXISTING FIRST STORY:9l2 60.FT. OF ROOM AREA MIK GLA55/NATURAL LIGHT AAND WDEINCLLUDING CONNECTIONS, PARTITION LEGEND BEARING STPFENERS,BRIDGING, EXIST.COVERED PORCH TO BE REBUILT: 16T 5Q FT. SEE DIA.T-I,HEADER SCHEDULE,FOR SIZES UNLESS BLOOCING,FRAMING COMNEToR4,ETC. Q U Z NEW SECOND STORY BALCONY ADDITION: 40 60.H. O EXISTING WALL TO REMAN OTHERWISE NOTED ON THE PLANS ABOVE O NEW WALL CONSTRICTION ALL STRJTURAL HEADERS TO HAVE MIK 4' X 4' J ALL SP51 T.LNMBER i0 BE DOJO FIR-LARCH h BEARINKa LVL POST UNDER EACH END LOU Z NEW COVETED FRONT STOOP,60 5Q FT. 1000 PSI SiTEIYaTH MMIMIIM UDN n/ C=== _ DEMOLITION WAN. ll� Z Q W ZI 0 O � J W ~ Ln OZ Q r � Q V 4 Q U N Durs.s AjoM3,. r 6r-1m 1a" 21'-Emla° 40'-0" 12'-0" 9'-101x" 4'-m" X 6'-4 Ia' 6'-4 la" ALL 11100 LU MID DOORS ARE EXISTIIYi TO REMAIN IRJLESS _ LINE OF NEW ROOF OT14EIWSE NOTED OVERHANG ABOVE _ LINE OF EXISTING EXTERIOR WALL BELOW ___—_ __ __-- ___—_ coualF wamaA „tea rsw ]-amw 4 X �U r - ----- - - - - - - - - - - - B, -Ila" 2'.0" 12.-0.1 I NEW NEW E OOM =I o CLOSET NEW E OOM q6 � u -- _ _ 8'-O'f at celling m e'-O" t lcallln S = 1'-0' . g EXTEND EXISTING MASONRY e CHIMNEY AND FLUE UP THF U = 4 U NEW ROOF - PROVIDE a, CLEARANCE TO COM'E115TIBI_E5 N Q B NEW M'A`STER Ca gDI PER CODE - FIRE 5710P VOIDS Y- 01 C m gip �+OOM 3'_pn AT FLOOR AND CEILING LEVELS z w B .9 u'_. ra cel ing rfw�bre ro �� is z 0NI!WC 5 ❑QQ !6U]/662 Q ? q NEW ROOF BELOW 9 w "� I ry 0 I- - • IFN]/6 62 ILu NEW 36"R AK C NE 67 IR D (-)SD• - NEW CLOSET 9 m W F HAND AND SUAFV15 RAILING PER CODE N W HAL Fe alo aro -m' f bl cenln aFao coon e'_h" I NIEW ROC BELOW / ()5D. ;.� a ANDER3BN VENTING 2/6 3/6 e NEllI]/i 62 v-� I� EFW]/biro / Nlw]/662 oocn Tn 3KTLITE PROVEN 7P41FJt�,ovR BELATED GTP.BRD.BHAFi } r v WHIR POOL aCLOSE NEW El OOM � Gr p { BHOWER NE cetfn al wiling S (� I - - . = - - - --Q ----- - C—' / d� mar.alb.eL - � r — Vr 12N d g. \\\ �. I wlling / \� O EA / \ rl IH�I ��i] cn �- - -- — --- — —�J W AIN 8'-0.KIM d rc N - `_"d - - -- �I I-•L•f ,rte 6 G -4„ 5llm 3a " W& �' / v _ m N ---- --------- V-0. __— ___1____ V-0" Uel E._ — + RaE]H B-0" flat clg. _ W PVC RAIL W/STEEL PIPE INSERT BY FTPgJ wAbol 3wf��.5.___ _ __ _ UP AFREFA.B.PVC: FALSE BALCONY O ^ 4 — H y. OR EQUAL GUARD RAIL 8"X a"DECORATIVER105 FMSE 36"R PREFAB.PVc PVC POST GUARD RAIL I C2r3 4 -0" -lell2lr 3 v, 31-611 611 -611 611 I0'-0' 6'-0" 4'-01 12,-0" 13'-11a" l'-m" Y-101x" i"j,; 12'-0" 9'-101/2" 4'-0° 361-01, -- - 21'-10 la° 40.01, W SECOND F !_ OOR F LAN s 6:JLE, V4'.1 C O N Z SQUARE FOOTAGE LEGEND O u > A7 LEAST ONE WINDOW IN EACH N€@ BEDRO0IM TO BE Lu vc0ALL LVL(MICROLLAM AND PARALLAM PRE EW.NEERED UZ w QT NEW FIRST STORY ApIDITICN: 9182 FT (-) SIZED TO ALLOW EMERGENCY EGR�ESS PER NYS COPE 5.1 LUMBER TO BE AS 114CFACTURED ..��FT CD. • CARBOIN MONOXIDE DETECTOR INTERLONNECTED Sa FT.OPENING - MM.HT.DIM.24" -MIN WIDTH DIM.20"44" BY TRUSS JOI67 - 7 Lu O Q (D E.D.• SMOKE DETECTOR INTERCONNECTED AF MAX SILL HT. 1III�LLK NEW FIRST STORY ADIDITIgJ� U S0.FT. MICROLLAM LVL MIN 1.9E 2600 pal Po CA (j EF. • EXHAUST FAN VENTED TO EXTERIOR ALL NEW ROOMS(EXCEPT KITCHEN AND BATHS)TO PAR4LL90 AM LVL MK 20E 20 pal Flo Q U1 Q Z JN � O NEW SECOND STORY ADDITION: II91 86L FT. HAVE LIGHT AND VENTILATION PER NYS CODE 4% ALL INSTALLATION TO BE PER O RRECOMMENDATIONS '4 EXISTING FIRST STOREY: 912 5O.FT. OF ROOM ARCA MIK CLEAR VENTILATION ez OF ROOM AREA MIR GLASS/NATURAL LIGHT MANUFACTURES � w PARTITION LEGEND AND CODE INCLUDING CONNECTIONS, — 1p EXIST.COVERED PORCH TO BE REBUILT, 16186E FT. BEARING 6TIFFENERg,BRIDGING, LU SEE DWG-i-1,HEADER SCHEDULE,FOR SIZES UNLESS BEARIN'L^S FRAMERS ,BRIDGTORg,ETC. ~ Q U Z NEW SECOND STORY 15ALCONY ADDITION: 40 SO.FT. O EXISTING WALL TO REMAIN OTHERWISE NOTED ON THE FLANS ABOVE Z U Z 0 NEW WALL CONSTRUCTION ALL 9TRUCNRAL HEADER5 i0 HAVE MIN.4' X d' n/ -q Q O - ALL STRICT,LUMBER TO BE DOUG FIR- LARCH lX-. NEW COVERED TRONi'STOOP: 6080.FT. 1000 PSI 9TRBGTH MINIMUM UDN. BEARING F05T UNDER EACH END UDM. Z Q u ff C-=-=I DEMOLITION UDN, N O � w Q Q j U Ara A N DUKs" x REINF.JOISTS•CANTILEVER W/ r_______________________________________ O x 4'-0" L 3/4"TH.PANEL ONE 4"X 6"LVL POST - SIDE AS PER MANIF.5PECS. 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OWTTX71 ' VL MUSH HD_ J U NWYX8RR• I6OL. I W \10 x x xx x IIx � / i __ INEW T-T"X 10" HDn U . LA R16" OL,x R Ic I6' OLI XeR \� i4 / c \ I — \I 1 12 --------- ----------- '•���YW�y� cVMwr t Na REM JOISTS CANTILEVER II - `y, ___ ;F ' �.r------ W ________ zl I W/4'-0"L3/4"TH.PANEL <lF=_ ___ _ti IL~ ,._ -_--__I_ -_Iii_ _i____ _�___ ___�____� O __ SIDE AS PER MMAIF.SPECS. _________________ �_______ $ MINKOL.3/4" • CANTIL ONE ----- ---- __________ --------- -- --- T"X I0"P.T.O.J.• I6' OL: & SIDE AS PER TH.PANEL ONE _NEWT"X 6"RR• 16"O.C. NEW T' X S' RT/• I6.16, X SIDE AS PER MMAF,SPECS. OVER MAM ROOF STRICTURE NEW T'x 6'RT/CJ.• Vi' O.C. IOW T-T'X R0'LVL HDR NEW SEGMENTED 2"X e"ON FLAT FALSE VALLEY T"x 10' P.T.LEDGER BOARD "-- SECOM) TO EXIST.STRdICTIJRF W/ Vl"DIA LACI/EXPA45ION 13OLT5• -- - ",-` IS' O.C.STAGGERED TOP AND BOT. • +'�\,\ IR5T FLOOR FRAM IMG FLAN 5EGONp FLOOR FRAMING FLAN "' j) ECN.E V4..P.O. 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(il g 1/�^ -CONGEALED FLASHING 9 SIDES (2)2"X 4"BEARING PLATE(TTP) 9 BRD.BOTH SIDES f III J_ i) r I Iy'( INSULATION I:S1 3/41'CDX WATIFFI-ROOPING PI AB. 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OVER GIRDER BELOW I y V STUDS a I6"O.C.VJF. - -Z W 92 111 9 L I, BEARING PLATE OD � z � Q m NEW AUND�� OOM NEW GREAT ROOM ° NEW STUD? j`iq s NEW GREAT ROOM EXIST.r'x 4"wDDD cq (�/ W p FOR BEDROOM �� POKIER BEDROOM STUDS a 16"O.C.V.IF, Z Q (7 POKIER BED NEW FORMER BEDROOM / - 2" X BLOCKING BETWEEN O F O r 2"X 4"WOOD STUDS _ EXIST.CJ. J �" ). I e IS"OC. W .. n/ -EX15?MNG U ll.. W '1 EXISTING GRADE - '[Y�v_EXI5TING FLOOIZ_JOI6TY`L�^JV Vy�BXIBTING'FLOOR IST5,V6r,' M14JtyVEXf5TING'FLOOR'JO,ISTSv"vJ W, GRADE '(>'v4y6XI5TIFIG�6LOOR JOIST,S�/y3'v YxY'Cy_&XISTING'FCOOIR:Al�1'Sytrylr`,v'y.'.�JY' XI911NG—bfd2'J015T6`Li�yyq - - - W Q U Z NZ Z EXIST. GROWL SPACE 4 O EX15T. CELLAR 1 Z Q EXISTING FOUNDATION WALL -EXISTING FOUNDATION WALL AND O CL -q Q AND FOOTING FOOTING _ O EXISTING WOOD GIRDER EXISTING U100D GIRDER Q N Q j/L `^ NEW PC.COLUMNS ON FOOTINGS EXISTING SLAB LI EXISTING SLAB Q U N [Dural, CR055 5ECTION 3 CR055 5ECT10N WALE: I/4' . 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(Y NEW INSETHDR.W/ EXIST.(2)1"X 4" R-28 FIBERGLASS NSULATICN O JOIST HANGERS BEARING PLATE V.IF. CENTER NEW BEAMO OVER GIRDER BELOW EXIBi. X 4" EXIST.2' X 4'WOOD VINYL SOFFIT BRI). �- O S111DS a R'O.C.A.Vi VIP. STUDS 16"O.C.VIP. 12'-0" T_p NEW STUDY NEW GREAT ROOM a = FORMER BEDROOM FORMER BEDROOM z /� p R 0 Z Q y- ve,X15TIrYs bOR�dy)1_BTB li C 1 ® N �' EXISTING GRADEIWO - . .___ _ _ _ _YY✓\NL4_ES?p�GRfttAfiEtilQlS_T6cYV\MM!�MMFaSIBTI_'RLOO.R'J9L@LIY�YX4V SCALE: IR' . 1'-0" U, I EXIST CRAWL SPACE a i o � EXISTING WALL ? IL �FOOTING Q W w EXISTING WOOD GIRDER X 2 t: w NEW COLUMNS ON P.C.FOOTINGS EXISTRG BLAB ON �J N CR055 SECTION 5 SCALE: 114" . 1'-0" _ ^ 0 FFFOCCC H � N r FLASH THRU — — 4" INCREASE iFlfdl ROGF� _ _ . __---- Rp—F --E RIDGE VENT RIDGE VENT 4'VENT �,/ RIDGE BIRD. RIDGE BRD. 3"VII T EXTEND 2..V ----- 2"V AND LOCATE I 1 7"X 6"COLLAR TIES o 48"OA. 2'X 4"COLLAR TIES 40"OA ;'!�"v'`; r-------I--T- 2' K I I 1 T"K 1 NEW ROOF RAFTERS _\ d'1'• jlb2'K IVa"Y. j3"VENT 3'V17Nij 1'4"V1 Ny V{ 12 — Ip ,I NEW MASTE� BATH 3 VENT i NEW i BATH I 6 R-28 FIBERGLASS INSULATION / NEW ROOF RAFTERS I I VENTED ATTIC BPAO 4 - IR' DIA iHRI BOLTS,NUTS AND WASHERS 12 AT EACH RATEPJJ015T INTERSECTION _ 1 LAV. 1 1 LAV. 1 2'K _ 1/2"TH.PLYWOOD CATWALK (212"X 4' BEARNG PLATE(TYPI SPACE ALL RAPIERS _ NEW COG.JOISTS 9T8 HUR21CM1E TIE DO"ON ALL RAFTERS 1 W HURRICANE TIE DOWNS ON FIN.SECOND FLOOR IUB y "D PC2'D ALUM•GUTTER ON ALUM,CLAD WOOD FASCIA / - -.�LtIl GUTTER-ON ALUM CLAD WOOD FASCIA LB, 3" LB. P DRAM 2'DRAM FLUSH HDR r- - �_- -' 2n V 3'-0" N �, -`I n I'-0' —VENTW. 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N O SYSTEMDATION WALL AND FOOTING FOOTI M Z Q _—_____—______________—__ FINISH CELLAR SLAB ...: :� O � � p —_-- --- NEW PG.BLAB I I _I 13 r Z Tl'F. 5ANITAR%' DRAINAGE R15ER DIAGRAM NEW FOUNDATION WALL AND Q r r LJi FOOTING BEYOND NO SCALE L) N CRO 5 5ECTI0 CR05DUY�x5 SECTION SCALE: 1/4" SCALE I14° A= 7 I r p l CONTINUOUS RIDGE VENT I Il f � ApR`I�E2005 III;, e ASPHALT ROOF SHINGLES (TTP) _ - _ - - - - - - - -- - - - _ ASPHALT ROOF BHMTEB IB• DIA VENTILATING LOUVER UN - - _- - _ - - - 3 fO ' z 2 , v INSECT SCREEN (TYP) - - - - - - - - - - z � � w O Z 12 w a b' RAKE BOARD2 ROUND D LITE (TYP) - __ - - _ _- - _-_- - - - - _ 6' RAKE FRIEZE b" FASCIA BOARD TM - (TYP) _ -- / -- - - - - - - - — -- - -- - - - - - - - IA BOARD - - -- _- __ - � - -_ b• FRIEZE BOARD b' FRIEZE BOARD - - BOAT® - -- - -- - _ - -_ '- - W I/Z ROUND LITE - _ - _ HORIZONTAL VINYL FAN HOLDING _- _,_-- --. �� �- - _ - _ _-_- .-_ _ __ _ - _ .___ .__- - - _-- -- -_ _ SII - -' - • - - __- - _ -. _ _. -- -' - _ __-- - - BLIND BASHING ZND BOOR ZND_BOOR III 1110 ASPHALT ROOF - - - -- - - - - -- SHINGLES (TYP) HORIZONTAL VINYL - - - SIDING - - B X B CCA WOOD POST OU I X 10" - CAP A BABE TRIM (T1'P) - 3'-0• Fl CCA RAILING W,` 2 X Z CCA - _ _ _ _ __ - __-_ - _ HORIZONTAL VINYL SIDING BALLASTERS • 4 1/1. OL. -- IST_FLOOR ab ELEV.t i0.0 S• PL,FIND.WALL ON 16" X B• FTG.(TTP)MM. a--_ APPROXFM. GRADE 3 Y-0• BELOW GRADE - FMGRADE FMGRAD-_E- iI ELEV.t 6.8' 24•XIG" BLOW-OI UTI iWOOD STEPS 7470 BLOW-OUT ELEV_t 6.fi' Y W FI 12" VENT F 1 1 HT. RAIL TO i I I VENT PANEL. Q• MAXAB01VE i i i iABOVE (CCA OR i MAXH' • � _ GRADE _ I BE.IIEw IlT� ti- SDE-� XB" FTGB° PL.C.(T7P)HM rp) ON 16' 3'-0° BELOW GRADE ■ Front Elevation w SCALE= 1/4" = 1'-0" CONTINUOUS RIDGE VENT IZ o Yn Cn V ASPHALT ROOF SHINGLES 1.5 - -- -- - - - -- - - w T A ■ (TYP) IS" DIA VENTILATING LOUVER UU - _ ._ - - Ql8- ASPHALT ROOF SHINGLES INSECT SCREEN (TYP) - - (T7P) < - s -- --- - - - - -- - - - - 6• RAKE BOARD ° C ] 6' RNCE BOARD (TYP) $ V a to I (TYP) b " RAKE FRIEZE a ()a ■///�) 6" RAKE FRIEZE ' ASCIA BOARD III 6" FASCIA M (TYP) ° L 6' FRIEZE BOARD � V 6' FRIEZE BOARD ARD BOARD BLIND RASHMG --_ - -- - --- -- - _ --_--_ - - _-- -- --- - • ASPHALT ROOF SHINGLES _ - - - -_- _ -- __- - - - ___ - - - ---_ SIDING TAL VINYL _ _ _ _ _ _ _ _ _ HORIZONTAL (TYP) - ___- -_--__ __- __ -_--- - __-_ _ _-..- ___-. ___ - -_ ___._. .__ - IZ 4 2ND FLOOR HORIZONTAL VMrilow i DIRECT VENT FROM GAB III - - - - -- - - -_ - - - B X B Ol� IU 0- CA , FIREPLACE _- -_ - -- _- - _.._ _ - _- - _ _ - _ POST P , BASE TRIM (TYP) IST aTFLooR _ � ' � i i', I I - - __ - fl II, — — ELEVa100� ELEV.m 10.0' _ dN DATE API �FMGRADE — — FL�6 DRAWN EB/PS WJE 0 fi.B IB• PC.FI3- Fra ( r)M N. W — — — — — — — — — — L -�, B•5" F FNDa ( WALL ON 16• GI-NGD AMS `I 3=0" BELOW GRADE i- - / l Y-0" BELOW GR4DE FILE 3 JOB No Left Elevation OF SCALE: 1/4" I'-0" I I I I I i ,~SON 5 CONTINlOUB RIDGE VENT � z SPRALT ROOF SHINGLES ¢ ^ m o z m (TYP) y0 N ¢ N U O ASPHALT ROOF SHINGLES (TTP) - — — — z w z Z . _-- - - — — z 0 w 6" FASCIA BOARD (TYP) 6" FASCIA BOARD Q - -- -- - - - FM - ® -- F77® - ___ _ - - I- HI LLU - -._ BOARD 6" FRIEZE BOARD __ - __ -_ ---- 0 BOARD -_ - - 6' FRIEZE U _ BOARD tD - -- - ___... __—_ _____ _ - - W 1L2ND FLOOR 2N - p FLOOR �• 12'702' LOUVERED VENT _ _ - . . -_ - - _ -- - .- ® AL VINYL FOR MECFL RM. -_ - - _ - _ - - - - - . ® ® - - - HORIZONT HORIZONTAL VNdI'L BIDY 12"XI2" LOUVERED VENT FOR MECH. RM. IBTFLOOR - _- - - . . - - __ - - - ELEV,k1A.0' ® . . - - -- - - - — - — ELEV 106 O IST FLOOR -__ -- _—. _ - . - ._. .k APPROX.FK GRADE =_-- - _ VENT BLOW-OUT ___— VENT PANEL Q" MAX ABOVE C 1/ ti GRAD" .R ARI E �ELEV.t 6.6' FRIGRADE VENT ' BLOW 12' VE x16' BLOW 1OUT 24'x16' BLOW-OUT ELEV.t 6.6' WOOD STEPS W/3' VENT PANEL. 12' VENT PANEL. IZ" VENT PANEL Yl' HT. RAIL TO 8" PC,R4V. WALL ON N6• W e' PL.RID.WALL N. 16• MAX ABOVE MAX ABOVE MAX ABOVE X 8• FTG. OW G MRL GRADE GRADE GRADE GRADE (CCA OR X 8' FTG OW G MIN. 3'-O• BELOW GRADE _ — BETTER) � 3'-m• BELOW GRADE \J Rear Elevation j w SCALE: 1/4" P-0" Q CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 12 _—_ 12 /� 10' DIA, VENTILATING ASPHALT ROOF 8HMGLEB R18EGT SCREEN lT7P)LOUVER UU w V (TYP) - - — — _ _ _ __ _ _ _ _- _ - - __ -_ _ Y� _ _ - _ — -- _ b" RAKE BOARD C6 +J 6" INCE BOARD (TYP) (TYP) b• RAKE FRIEZE �. . b• RAKE FRIEZE _ � U - - a V1$ FASCIA BOARD - - . . —_ - ___ -_- 6• FASCIA BOARD (T yro (TTP) _ - --.. ._ - .- - - - ._ -- - (TYP) 6' FRIEZE BOARD BOARD 0_ - mcn I FRIEZE BOARD •-t ' BOARD ° L 00cn HORIZONTAL VINYL tz- HORIZONTAL VINYL ASPHALT ROOF SHINGLES I NEW I1ST FLooR IST FLOOR APPROX FIN-GRADE LDIRECT ELEV310.0' - _ FROMVENT FROM FURNACE ' ��FM�G�RADE - - FMGRADE Y ELE V.1 fi.6' 24'x16" BLOW-GUT ELEV.k VENT PANEL 12" DATE APR'05 8" P.C. FND. WALL ON IS' MAX ABOVE • PL. RID. WALL ON I6' GRADE X 8' FTG. (TYP)MRL DRAIN EBIPS 3'0 BELOW GRADE — — — — — — 3'-C' BELOW GRADE - - - - - - - - - - - - - - CHKD AMS FILE 3 Right Elevation JOB No. 25044 SCALE: 1/4" = 1'-0" O 1 � a Y W Z Q ' 0 U ¢ 0 O N W N U (pp J p ZZ � � O W (N > rllo3 � Z nZp 2 W O Z z a Z LOAD BEARING EXTERIOR WALL 19'-10"LINE OF A o- PLATFOR'I b cD 0 HOLD DOWN ANCHOR I � ABOVE 10"DIA PD. PIER HOLD DOWN ANCHOR 24'Xib' MIN W-0' BELOW W BLOW-OUT PANEL W GRADE 24'X16" Q 4 2X8 P.T. m, 24'X16" - X'0 BLOW-OUT PANEL BEAM _ - - _ - - - - - - - - - - _ - -`v 12X8 P.T. LEDGEle I - _ 1 - - - _ - - - _ - - BE,gRPyP000ET MM. 4_ n - - - - - - - - - - - - - - - — jLLU 37,_9., 16X8 VENT r- - - - - - - - - - - - - - -74'-9' - - - - - - - - t' ILASTER 2 X B J. 8, iE �B„ 8' POURED COW- FOUND. WALLS J ATOP 16' x 8' DEEP POURED CONG Q F- " FOOTION FIRM UJDISTURBFD501L (TYPJ 1, " - p I I Ip •".16„ 0��� 1 �' I I " 9 124'X16' A 0 • = II"r n - I (BLOW-OUT PANEL 9 9 • _ i = r — — — — — ml m L3 ' DIA. 5TH COLUMN ON I 24'x24'xl2' PL. I LOAD BEARI G FaonNs fTTPJx j 1$T7L F_ ( 1 18'P x LL ' (2J 195• X 9 i (21 9t" x 919'ML l2J I j." 915"ML I I — _ — 5'-I0 I T O - FOOTING (TTP-) III c. 0 66 • c ,r ? I 1, m 1 9 / / LINE OF WOOD BTrm M m 111 III ;III ; 'I, CRAWL SPACE r . / ABOVE ED I I EDI IX n n 1' SCREED " g� 4�T I " � ill, ACCESS PANEL TO CRAY'L SP I I m - - - FI 1 UNEXCAVATED (2) 11 9 (2� i '14• X 91j _ ,}2 y4• X 91S'1j7L ir- TED FILL ____ I 4•PL. SLAB WITH bX6-10/i0 WWIl ON T 1(21 I a' X 9 _ • -�'-I-- - KAT -_ (21 I '1t' X 9 _ ry _� L_ ,I 1 L JI —_ 9 PITCH6LAe v4�'PERFT. 0 ' LOAD BEARI �- - _ 6,_b„ 5'-II" 5,_ L I, I ON. DOOR II Q TlI B„ a Q9 x A 3 ' DIA. 5Tff1 ' 0l 9 • x l ON 24'x24''12' PL. x Y ll FOOnN& (rTPJ B' POURED CONI FOUND. WALL5 x • m m ATOP 16' x 8' DEEP POUTED CONC 4 24'X6' m FOOnNG ON FIRM, UNDISTURBED > ry 24'X F�13 BL OUT PANEL r' '8" l� DROP TOP OF FOUNDATION WALL. oTO MEET W/ BOTTOM OF HNINCH - - i - - - - - - - - - - - - _ _ SLAB(2)2 'CCA' (2) 2X6 ' / � __(2 � xe 'CCA' (2) 2 XB ' _- _ on - - - _ V - - _ - - - - - - - - - - aW$ LOAD BEARING EXTERIOR WALL HOLD DOWN NCHOR 'ao O b,_b, 10' DIAM PC. A a (1 a PIER MIN. 3'-0' b 7 I HOLD DOWN ANCHOR m m BELOW GRADE HOLD DOWN ANCHOR o m 4 X 4 CCA POET W/ I _ M.O. BANE AND TOP c /1 COR NNECTO (TTP) 6'-6" l'-b" 2'-0" '_ z tl o rn 1 1 0., M.O. I •i I REVISED PLAN Foundation Plan DATE APR'05 DR41LN EB/PSS SCALE: 1/4" = 1'-0" CWD AMS FIGURE D"ENSIONB TO 61JPERWDE ACTUAL - FILE 3 SCALE OF CRAWINGIS. ''ll U APR 14 2005 I u l JOB No, 25044 I _T�`'NN O=gr LTl+f1'D J DOOR 1 WINDOIU NOTE: DESIGN PRESBIARE REQUIREMENT FOR WINDOWS AND GLASS DOORS 4' AWAY FROM THE CORNER IB 1431pe. (20pI MINIMUM REQUIREMENT IS B50pi. (IB.l9p6f) J�.`oN Door Schedule1 - 3068 INSULATED EXTERIOR DOOR W1 UJEAT14ER STPJP 2 - 3010 INSULATED EXTERIOR DOOR W/ HEATHER STRIP 3 - 2668 NSIILATED EXTERIOR DOOR W/ HEATHER 51 4 - 2810 INSULATED EXTERIOR DOOR WW WEATHER STRIP 5 - 3066 UL DOOR, WARLOCK HERSEY LABEL W/ SELF CLOSER 6 - 2866 UL DOOR, WARLOCK HERSEY LABEL W/ SELF CLOSER Y W z 1 - 2668 INTERIOR POCKET DOOR B - 2666 INTERIOR DOOR 36' PREFAB. GAS FIREPLACE W/ DIRECT wa < m - 2466 INTERIOR DOOR VENT. UmYN o NO. OF RISERS i0 BE 10 - 2066 8 NTERIOR DOOR DE7ERMNED BY THE w o z z S II - 068 INTERIOR DOOR AIR TIGHT, HEAT TREATED GIA55 DOORS, F GRADEIV.IFJ z Z O w U - 1668 INTERIOR DOOR 6 B 0 a 13 - 5068 DOABLE INTERIOR DOOR FLUSH 5TONE HEARTH - 20' K W - 4668 DOUBLE INTERIOR DOOR A 15 - 4068 DOUBLE INTERIOR DOOR FIN15H MANTEL AND FIREPLACE FACE A5 6 I6 - 6068 BI FOLD INTERIOR DOOR SELECTED BY OMER 11 - 5068 51 FOLD INTERIOR DOOR (2) 12'XI2•LOUVER Z 16 - 4066 BI FOLD INTERIOR DOOR '- VENT. SET ONE WITHINJ 12' OF THE TOP AND O 19 - 6066 INTERIOR SLIDING DOOR Q NQS: ONE WITHIN 12"OF THE 20 - So" INTERIOR SLIDING DOOR LOAD BEARING EXTERIOR WALL LL FLOOR JOISTS UNDER BOTTOM OF THE 21 - 4068 INTERIOR SLIDING DOOR - _- - - E = ALL BATHROOM TO BE SPACE �- 22 - 3068 INTERIOR POCKET DOOR SET • CENTER LME U 23 - 2860 INTEMOR POCKET DOOR 9 6 • 12' O.C. a 24 - 2668 INTERIOR POCKET DOOR Nl OF- 25 - 6060 ANDERSON FRENCH WOOD GLIDING DOOR __ 3046 �� :n 7 D e BELS -OUT PANEL 26 - 6010 LOW E TEMPERED GLAZING SLIDING PATIO DOOR -- _ - _ _ 30 1lip, Q 28 - 8080 INSULATED OH. DOOR 111/8' R = _ - - NOTE 213 - SMO INSULATED O.W. DOOR30- 9080 INSULATED OJN, DOOR e 4,f - 4' POST ( TVP ) 4 I GIRDER _ __J O O L - _ - _ _ _ _ (2) 2X10 _ TYPE - li 1, "^' n r MECH_� TYPE 'X' GYPBOARDIHR. '- 21 - 8010 INSULATED O DOOR - , I - FIRE-RATED AS PER N.Y.S. GODS 31 - 10010N48LLATED OH DOOR Z'- Il'-0" - - 4�: O ? • WALLS t CEILING v 25:_3" 5:_0" 5. m 4., 5 - Sim DOUBLE EXTERIOR DOOR IILOU E TEMPERED GLAZING o FAMILY RO M i', N KFAST a KITCHEN 4'-m" r-m b 1!CH 32 - 10080M&1LATED OH DOOR I � BRE DOUBLE EXIIERJOIR DOOR Ml LOW r TEMPERED GLAZING 33 - 5068 DOUBLE EXTERIOR DOOR LLA/ LOU E TEMPERED GLAZING - q OK �1 ry,. ELEV. ±10.0' HWFI e 36 - 6010 DOUBLE ESTE EL I DOOR WI LOW E TEMPERED GLAZING : 9 bON R 0 31 - 3068 EXTEPoOR STEEL INSULATED DOOR B DIRECT_ 0 - " Window Schedule ANT LL m SII j ' E SII = VENT - WINDOWS ARE TO COI Ia'M WITH, x I', I I _ - SECTION III FOR LIGHT VENTILATION — SECTION PI FOR EMERGENCY ESCAPE AND � II ¢ SECTION R300 FOR GLAZING SPECIFICATION& `� MS I 4f Ef. O RESCUE 4" _ ID=S" 1 4" 4 0 OO uu F u w 9 &PLY CLG - I 0 NO. OF RISERS T BE -THESE UNIT& HAVE RESTRICTED SASH TRAVEL. - LOAD BEARING - a 9 DETERMINED BY -12' AND 16" 11 AIRE ORDERED BY W _ _ �� O/O FINAL GRADEfVJ J A CL�ROTS ABLE EXCEED REA E rOLLOUNG DIMENSIONS:N AND QUIRE m ry G 3 -1, 6 0 12 3 T' 4" e' 1 _ : jl e 1 m r - �. - -- - /O LEV.±6.6' CLEAR OM N ABLE WIDTH OF 20'. 2-k 2X[�_rl 0 CLEAR ORRI ABLE FIEICi4T OF 24'. m ® A.OPEN 3'-3" OPENING SPECIFICATIONS WILL CHANGE WHEN USING DII SILL - �& TO _2" ABOVE -2' 4' IN4 3 " DIA STEEL PIPE m -TOP. 4" 13' 4e Iw 0 14'-0" 2'-10" " 6'-4" ` - OD87RUCTED GLASS MEABURO'ENT I5 FOR SINGLE 5'-24" COLUMN TO GLE BASH ONLY = 4" O FOUNDATION WALL DIMENSIONS. 2x10 FJ. • 16" /\ -INR8 ET ICN' ALWAYS R!}E70 OUT-IDE FRAME 70 FRAME 4.. _ g __ -I _ __ q _y` 1^U2X4�DROPPED :511 t -DIMENSIONS M PARENTHESES ARE IN MILLIMETERS- 7 m - 4) 2x10 LIVING © OB _o s DINING ILMU i e uj i a ROOM FOYER " n1 s ROOM a o 2 CAR GARAdE A 9 2x10 FJ. • 16" O.G. Z `1 a '=' n D Q 0 1 n IST FLOOR Q 1 4' P.G. SLAB 1 16x6 10/10 MESH Ntlm ]milm u21m 2821m 3o1M 3NIm ELEV.±100' ON GLEAN COMPACT FILL PITH 51_AB O ® ® ® ® ® ® h = I1J - I/4' PER FOOT O.H. DOORS' - 9'-2" 2'- 4" m DROP TOP OF ATION lmi L To 1 � g RELIEVE SLAB Al1NGH • Z (2) 2X10 L AD BEARING EXTERIOR W LL IL m D ID32 20!] ]45] ]092 3p!] 343] Q ry ` : LU .�_I r ® D m m O '- y 3046 3046 Y II ry = 0 ID31m ]mslm ^' _ 1464 1464 eVl 2RR • Jr." OG O D- x 2 HR. 2CJ. • 16" O.C24sM283W 34310 2X10 J 4: . ' 4" o yL n 5/4 X 6' CGA DECK ® ® ® ® i m - 46- 3046 m (2) -2x10 W/ I/2' YWb - - ' --- -- - - - -. -_ _ - C (2) -2x10 A/ 1/2' YWb 16010 O.H C LOAD BEARING EXTERIOR WALL D FRAMED ERs t HAND RAIL E y ( 11 3/4' X Ib' KL O = ER 5 ISERS TO BE 3p 842 2042 ]44] 2842DETERMINED N FIELD UPON rz 3t>42 344] FINAL (TYP) A Wa ! Q 5X8CGA WOOD P05T W/ 1 X 10' Y RISE l BASE TRIM (TVP ) o U [ NO. OF BE TO BE = GAP RAI H GGA LING 2 W/ 2 2 GGA ! D 6 DETERMINED Y THE --. _ BALLA5TERS • 4 1/2' O.G n (1)S FINAL GRAD V.IFJ 9 ..+ m NOS O I8N6 ]moi ]446 2846 3m46 3446 Li FLOOR JOISTS UNDER ¢ V n ALL BATHROOM TO BE • 12' O.G. '"' �p cn Y / u to' (y OD2 24e] 2D62 3062 H�2 b' II"] I .Nn b0 0131-101, II'-10" 20'-4" r771 rr7l O 6 4rm _ I 7 ! 4 D i WINO-BORN nraR TECTION FOR WOQU QTR T 1 a PAN L_ A4 �cF -E:T iH@,J9. .irv5. BL¢� ,.n pE 8D6 2m 2466 28D6 03t»i 03466rM r771 A 6 F is I I I II H H H N -HI II'�v Ya ' II T 4 IDi2 2062 2�6] ]Be: WJ4':6: Q 246[I REVISED PLAN ••" i �- ." ' _ H • First Floor Plan � DT] ]m,2 24,2 26v M12 3412 3D12 SCALE: 1/4" LIVING SPACE 1349 Bq.f.t / CsAR4CsE ! MECH. 567 &q.f.t " PROVIDE FIRE STOPPING IN WALLS AS PER ' N.YS. CODE J J J PROVIDE (2) 2X6 MINIMUM HEADER OVER ALL FDR FA'NEl"56FAN5 I ! 4 D 6 l FRAMED OPENINGS UNLESS OTHERWISE 4' OR WOER SPAN l3/33" APA -R , bltb SHEATHING GRACE INDICATED ON PLANS. 9PAN -nvERLAP ARWND oPENwcs i I - II � lil III ' FIGURE NG TO SUPERSEDE ACTUAL SCALE OF DRAWINGS. h4 SiftONC-©ACKS . ,. t" CC , IDIi 71Y16 2416 1816 30'16 3411 3D16 ASSEfiBL t PR 159EhIBLE PLYWOOD TC 445: • /wl WASL. ST AINLE55 STEEL WOOD SLREW • I]' O.O.. :) ATACNI(W STR IMS)AL PANT FYST S TO Bl11LDING a: •IOx]' (w/WASHERS) GALVMIZED OR 5TAINLE55 eiEE1 WOOD 5CRB11 � b' O.L. ALTETtNATiVE FADTNER FOR 5WIlER TO MUILDING: •ib TPE mIT5 ATr L TO BI_D6. W •IORFVI ! W/ WASHERS) TIACHINE BOLT . ❑' O.C. I i r r i z MrMIV IR 41 AW4YFMHAiAwo, n 2 _ lollwouw D DOM av4 DOY YVWL.TF 6'F+,tlrp�ORpom4""*R4 U :gm IST' LAk#EL uV IELP 0.o/8R > ,� W o Z m Z no • - 2r66 lM• TTD llO.f wo3 p Zn z E; L/1�lL UY 0.0lER T - 7/i66 BR�RI671R 0 -9W orloozZ111 y66R 601-0" G - W" :=Dom _ dµ - 48" DOLNU IN'Te1WR DOOR A! •4AM MMOOOM 6'-II" 9'-II" l'-4"( Dom h . eN DOORb - 4wr6 DOOR DOOR 20-e 21 -4Ii6 60111INXIM BLVING DOOR V 22 - UW WTOWKP00W DOole 2s -2666 MTOaoR POOOT DOOR w 14 - 25 4 - 2iM 1147EMOR POgQT DUOIpO�I'pRp 26 - WW A11DN{50N 1rFID GLAYu10 25 - 60'TO Lowe a.IDMCs MTO D6'7Ole 1'I . BOTO Rrul.wTeD OH DOiOR LOAD BEARING EXTERIOR WALL 26 - 0$0 NSWAM OH DOOR IN ^y 76 -!10 70 1111.ATep OM DOOR ® e IN6ULAnOH Doom - IOO'"10 FWiLAY!p e OH DOOR _ _ .__ -_. 32 - IOretIBO""ATI'O OH DOOR r = W 3046 2LVIO ?cq2lo ( 30210 Y 3046 f6 - T+�OURIC'E><TfIMOR D�OORR $4- . DOOR LeTYi" (2) - 2x6 HDR - - -- - 1 _ 3046 _ - ��Mt�h�ULA 4V 0 bLAt*Am 7'-]" 4n 131_3` 4n b'_ " T'_B' I 4„ IT,_®n ' POr'T ( TYP 4 #i- IN Bt$EL T@2 Y TVENT O EMDoR ®. BATH In�+I� A� _ m Wi 1�A.� !N Schedtde O PANUNP4 VLM. Z a ® 3y� ° • 3 O PAN ! DRAIN " l in BA H • F.F. Y ® . BEDROOM #4 4 3'- 4 -z — - -4 5 yM1 ry� v a p T Mid 4! p i + kR 'PINOfRP "am M*VNL O • 'V ' y �`• s p AME ONDRReD BY DEAORURION AND POWIRE - MASTER r A- 5 Mt L - y._5" 3._y., v iq,_BI• Y a �° '�' -' 2 . Av O * 74' X ° ATTIC � \ �CE� BEDROO M 0CWITB Mr OR T K POLLOUCSET THE STOW uTNEDRAL0 C:/AR OFM AMe 5Y".FL 0 c = A WP4HALL . 0 ALw "H OP03k p an m v ` «� 01'IRiM6 WOMPIGTh" WILL GK4NC R WWIN LWIrl OP-M BILL 2 - E- --- - - - - 2X12 RIDG M' " AAJWYO�TO oUiBIDe T'PW'IE TO R!M'L ~ �4i _ �___ 9 -I••- -- ---- q _ry B' I• 5'-l" 3'-8" IP-3" O � le -DI'lNMO146 IN I-ARYNTt!!EB ARE IN MILLMLTEPW M "JIM Q�Q '� m ® v + x O _ J apliEXA - -I s - - m ToEF51 ml M p v X491• ' � IO R.R. • 16' OL. / \ O r n Lm 0 r,-J. • ar- -� -- - IX} O 2x O • 16' 17L. �1xlo • Ib' O W LOW w .o -- BEDROOM #2 s oL. 4 OZ. '/ w I a LwIloiW \�KIA ry+/ 2x6 G.T. • 32' L ��yyy ® lYILe Kt i 2xb G.T. • 32' OL. K 2x10 RR • I OL. �J 7 'L Z un LmIm KIM IN"] _2 Y_ p • _ O \e� O X \�'j:'Y d' o yl� rn um Lmi LM 10 - co 4 " f 4" w m' m 4' \-� 13'_Y' 4. 9 II'-b" �" 14'-4" 4 �6�_0.� 4� 4�� 6'-0� Q C " c, ♦, _ Q ® ® (2) -2x8 HDR (2) = 2x8 HDR ��i VNJ \ O J tTmr e � Lwi LmkFICM ' BEDROOM #3 OFFICE I__ ---- -- -- 2x6 HDR ® — — ® a — _ — — 500 046 (y- 2x6 HDR (2) 3046 o WE v — v (y — — J 6 LO BEARING EXTERIOR WALL 0 t" O Gm eD ® ° a_ ° cn LmLIM .. 7 U L N c/ U . (aFP co vFm U F= b'-II" b'-il" 5'-10" 6'-0" LLJ LLJ 13'_10" II'-10• Ib'_B" Il'rim INA/I _B" LLD • 49• V run f- R562 034a2 Second Floor Plan SCALE: 1/4" - I'-0" LIVING SPACE 1189 Bq.f.t PROVIDE FIRE BTOPPMG IN WALL$ A6 PER 3" N.78.CODE PROVIDE (2)1X8 MINIMUM 14EADER OVER ALL FRAMED OPETIWA LNLE66 OTNERW6E LLL HL INDICATED ON PLA46. FWRE D9•E NSION6 To BUPERNMe AOTIIAL SCALE OF DRAWMG6. 36K General Specifications �j 01 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, LOCAL PLUMIBMG FIXTURES ARE AS SELECTED BY THE OWNER AND PROVIDED AND INSTALLED ZONING AND BUILDING CODES AND ORDINANCES 14AYMG JURISDICTION AND BEST BY THE CONTRACTOR COORDINATE FIXTURE TYPE AND LOCATION WITH PLANS. STANDARDS OF CONSTRICTION PRACTICE. F SO REQUESTED BY THE OWNER AN HVAC.PROPOSAL WITH COMPLETE DUCTWOWL S� THE CONSTRUCTION DRAWINGS GENERALLY INDICATE THE SCOPE AND G lA. ITY OF THE TROUTING�TPMENT SPEOF ANY CIFICATIONS O TO BE SUBMITTED TO THE ARCHITECT PRIOR WIOPK BUT ARE NOT PRESENTED AS BEING ABSOLUTE,ALL INCLUSIVE,OR FREE FROM ERROpe OR OMISSIONS. ANY AND ALL WORK AND ANY AND ALL MATERIALS NOT HEATING TO BE DESIGNED TO PROVIDE 70'F WITH OUTDOOR DESIGNED AIR r w SPECIFICALLY LISTED M THE CONSTRUCTION pOCU'FJJTB THAT ARE RE(i11RED OR CAN TEMPERATURE OF OF AND A B MPH WIND. Z REASONABLY OR NORMALLY BE INTERPRETED OR INFERRED,THEREFORE, SHALL BE T o °� N � rn � d RIRNUNED AND METALLED BY THE CONTRACTOR AS PART OF THE PROJECT SCOPE' AIR CONDITIONING SYSTEM TO BE SELF CONTAINED AND DESIGNED AS (FOLLOWS, 2X12 RIDGE BOAT D Y m 3m '> aZ ^ a' a THE CONTRACTOR 18 EXPECTED TO BE AN EXPERT M HIS FIELD AND SHALL A) OUTDOOR DESIGN TEMPERATURES SHALL BE BASED ON T14E CURRENT ASHRAE. Z 'o w z w o .�7�1' ALL CONDITIONS AT THE ERE. ANY O BE EX ES,MUST BE BROUGHT TO 714E TEMPERATURES AT 2-V2 % FREQUENCY. ASPHALT ROOF SHINGLES Z O u g71ENTIO4 OF THE ARGHITEGT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE B) INDOOR DFOK+N SHALL BE RASED le' D$. AND 60 x RHI.FOR SUMMER AND 73' MS FELT ON Ve' PLYWOOD SWEATING _12 CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE FOR WINTER ON 2X10 RR ■ 16. OCITYPICAU — — �TS IIAB STARTED WORK EXCEPT FOR ODDE14 JOB CONDITIONS. THE ELECTRICIAN IS EXPECTED TO BE AN EXPERT M HIS FIELD AND SHALL MAKE _ - - 12 79 COLLAR TIER ■ 32' O Z THE OWNER IS RESPONSIBLE TO HIRE A GENERAL CONTRACTOR EXPERIENCED M THE PROVISIONS FOR ALL ELECTRICAL WORK INCLUDING: IR CONDITIONING NTNG ING,ETC, 60REQUIREMENTS, 1 -- O SUPERVISORY WORK REQUIRED TO COMPLETE T1418 PROJECT. DAY TO DAY SERVICE REQIHE PREM) HEATING VENTILATOR AND AIR CONDITIONING WIRING,ETC) 80 — PROFES610NAL SUPERVISION 16 REQUIRED FOR THE COMPLETION OF THIS PROJECT. IF AS TO MAKE THE PREMISES OPERATIONAL FOR tFE OWNER AND MEET ALL PROVISIONS _ - d ERROR OR OMISSIONS OCCUR DUE TO THE ABSENCE OF OJALFIED DIRECT SUPERVISION 6 ALL PRIIEVARD or � FLERE U�ERWRITERB ASN.AND THE CERTIFFIICATTE 18 70 BE PRESENTED - _ — — ATTIG TFIEN THE OWER SHALL BE RE6P0NEISLE FOR ALL CORRECTIONS. TO THE OUTER AT 714E OOIMIPLE7ION OF THE JOB. 4" WHITE ALUM.GUTTER OVER __ _ - 1 L) ALUM.COVERED FASCIA BOARD T u THE CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND THE OWNER SHALL PROVIDE ALL LIGHTMG FIXTURES. ALL OTHER ELECTRICAL (77P)(OWNER OPTION) - R-30 FIBERGLASS EQUIPMENT INCORPORATED M THE WOW,WILL ISE NEW UNLESS OTHERU6E SPECIFIED. _ _ BATT. INSULATION Ill AND THAT ALL WORK WILL BE GF GOOD QUALITY,FREE FROM FAULTS ,AND DEFECTS FOR EQUIPMENT AND MATERIALS TO BE SUPPLIED DY CONTRACTOR �-2X0 CEILING JOISTS ■ Ib' OL. —� _ T� �� A PERIOD OF ONE YEAR AFTER COMPI_ETOP'L SITE PLAN INFORMATION IS AS INDICATED ON SURVEY PFdDVIDED BY GUNNER AID SHALL 1PSHEETROCK ■ WALL 4 CLC, (3)—j THE CONTRACTOR SHALL SUPERVISE THE WORK USING MIS BEST SKILLS AND ATTEINTIOR PREVAIL. SITE PLAN BY ARCHITECT (IF INDICATED), 16 MERELY SCHEMATIC- I IR' CONTHJ06 VINYL SOFFIT VENT - COAT JOB THE CONTRACTOR SHALL DE SOLELY RESPONSIBLE FOR ALL MEANS.METHODS, (TYP) _ TECFNICLM,BEQENCE6 AND PROCEDURES AND FOR COORDINATING ,ALL PORTIONS OF ALL WORK TI CONFORM TO THE RILES AND REGULATIONS DOUBLE OF THE NEW YORK ENERGY VMri BIDING ON THE WORK WITH OTHER TRADES. CONSERVATION CODE ALL GLAZED AREAS i0 SE DOUBLE ED 6U D AND ALL W/ 1YVEK BUILDING WRAP H _ EXTERIOR ooDR6 TO WAVE INSULATED CORES. SEE ATTACHED 6u7MARY OF TOTAL Ire• GDx PLYWOOD eHEATMG, BEDROOM HALT— MASTER BATH THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT PREMISES THERMAL RATINGS FOR THIS PROJECT. 2X4 WOODS STUDS •SINGLE _- _ DBSINGLELE TOP PLATE FROM DIRT OR DAMAGE DURING AND UNTIL COMPLETION OF THE PROJECT. _ R IL3 FI�BER:.LASS INSULATION T UNLESS OTHERWISESPECIFICALLYT )ALS,EQU NOTED,THE CONTRACTOR SHALL PROVIDE AND PAY General Insurance Specifications _ 3,4• PLYWOOD GUBFLDOR FOR ALL LABOR MATERIALS,IECiIIPFBNt,TOOLS,CONSTRICTION EOLIPMENT AID 12 MACHINERY,TRANSPORTATION,AND OTHER FACILITIES AND SERVICES NECESSARY FOR 7 L 11 U 4 2ND FLOOR THE PROPER EXECUTION AND C 21PLETIION OF THE WORC THE CONTRACTOR SHALL PUURCMASE AND MAINTAIN SUCH MBURANCE% AS WILL - • - - - PROTECT HIM FROM CLAIMS UNDER WIOROMEN'8 CONDENSATION ACTS AND OTHER 2X6 RR ■ S' D.C. THE CONTRACTOR SMALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD EMPLOYEE BENEFIT ACTS.FROM CLAMS FOR DAMAGES BECALM OF BODILY l C•ATJOB • WALL N GLCz (3)� ORDER AMONG+ 1416 EMPLOYEES. AND 6HIAI.L NOT EMIPLOY ON THE WORK M1 UFIT INJURY, INCLUDING DEATH, AND FROM CLAIMS FOR DAMAGES TO PROPERTY WHICH PERSON opt ANYONE NOT SKILLED M THE TASK A241011410 TO HIM. MAY ARISE OUT OF OR RESULT FROM THE CONTRACTOR'S, OPERATIONS UNDER THIS KITCHEN CONTRACT,WHETHER SUCH OPERATIONS BE BY HIMSELF OR BY ANY THF, CONTRACTOR SWILL PAY KL 6ALE8,CO'1SU'ER USE AND OTTER SIMILAR TA)E6 SUBC0NTRACTCR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF R-S FIBERGLASS O IEQIIIED DY LAW MID SIHA.L 81ECURE ALL PE FEES AND LICENSES NECESSARY THEM. T1416 @SUURANCE SHALL BE WRITTEN FOR NOT LEGS THAN ANY LIMITS OF ADJUST GIRDER i j� N B/Aw+�T1 — roR THIS EXEGRRW N 04 WORc LIABILITY SPECIFIED AS, PART OF THE CONTRACT DOCUMENTS OR REQUIRED BY HEIGHT TO ALICC�N I1i I� � BATT. INSULATION m LAW,WHICHEVER IS THE GREATER AND SHALL INCLUDE CONTRACTUAL LIABILITY ROOF i T THE C XM ACTOR SMALL BE RESPONSIBLE FOR INITIATING,MAINTAINING, AND INSURANCE CERTIFICATE OF SUCH INSURANCE SHALL BE FIL6`D WTH THE OWER 1 1 4N y SUPEIMSNG Al SAFETY PRECAUTIONSM AND PROGRAMS CONNECTIONWITHOWNER SHALL BE RESPONSIBLE FOR Ie1JRGVNASIYa AND MAMT TH THE B X S BOX POST I 1 3/4• PLYWOOD BUBFLOOPeCD URANG HIS OWJ I I `J WORK,HE SHALL TATE ALL REASONABLE PRECAUTIONS FOR THE SAFETY GF' AND LIABILITY RN6UIR.4NIGE AND,AT MIS OPTION,MAY MAINTAIN SIICFI INSIURAUNICE AS WILL S/4' X 6- CCA 1 1 SMALL PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INUIRY OR PROTECT HIM AGAINST CLAIMS WHICH MAY ARSE FROM OPERATION UNDER THE I 1 - _ - W L066 TO (U ALL EMIPLOYMS ON THE WORK AND OTHER PERSONS WHO MAY BE CONTRACT. IST RODE AFFECTED THEREBY,(2) ALL TFIE WORK AND ALL MATERIALS AND EQUIPMENT TO BE T 2X10 BOOR JOISTS ■I 16' OC. ELEV s 10$ 0 INCORPORATED THEREIN, AND (3) OTHER PROPERTY AT THE SITE OR ADJACENT UNLESS OTHERWISE PROVIDED, THE OWNSIR SHALL PURCHASE AND MAINTAIN \ (2)I Ya• X 9)Y ML GRAWLSPAGlE !2) 1 iS" X 'BJP ML / 1 =Zf THERETO. WE SNALI. IOON'IPLY WITH Al APPLICABLE L.N1116, ORDINANCES,RULES, PROPERTY INSURANCE RIPON THE ENTIRE WORK AT 714E 817E 70 THIS R11LL INSIUIRABLE / APPROXIMATE FMIBHIED GRADE J III REGULATIONS AND 01UDER6 OF ANY PUBLIC AUTHORITY 14AVMG AXSOICTION FOR THE VALUE THEREOF. THI6 040UPAN-E SHALL INCLUDE THE INTERESTS OF ^THE OWER APPROXIMATE FINISHED GRADE 2- SCREED COAT 84aFER1' OF PERSONS DUE PROPERTY OR TO PROTECT TFI@M FROM DAMAGE, INJURY OR THE CONTRACTOR AND SIIBCOINTIRACTORB MTHE WORK AVIV BHLALL RMSUIIE AAGAMB7 1 I - FM V 1,6. W THE PERILS OF FIRE, EXTENDED COVERAGE, VANDALISM AND MALICIOUS MISCHIW. ELEV a b LOSS. ALL DAMAGE OR LOSS TO ANY PROPERTY CAUSED M WHOLE OR M PART BY ANY p LOSS TO DE ADJUSTED WITH TFE OWER AND MAGE PAYA_' F TO THE Q THE CONTRACTOR ANY SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY OWER AS TRIU6TEE FOR THE MBIUUilD AS, THEIR MIEREBT MAY APPEAR SUBJECT t0 TO' DIA PC.PIER ti 1 �FUB-R-WALL / WATERPRDOF1NGa EMPLOYED BY ANY OF THE,SMALL ISE REMEDIED BY THE CONTRACTOR EXCEPT THE REQUIREMENTS OF THE MORTGAGE CLASS THE OWNER SHALL FILE A COPY Oe ' I 7 3M DIA BTL. PIPE r LOAD BEARING EXTERIOR WALL 9'-0" MN BELOW COL.24• X R'D PEG DAMAGE OR LOSS ATTRIBUTABLE TO FAULTY DWAWING6 OR 6PEGFICATIION6 OR TO THE Al POLICIES WITH TFIE CONTRACTOR AS RECUESTED, PRIOR TO THE GRADE, SELLOUT At="��� X" DIA ABHOR BOLTS • V-0. Or- FTG, S' POURED CONC.FON.WALLS ATOP S' x 16• Ar-T6 OR OMISSIONS OF THE OWER OR HS AC4946 OR ANYONE EMPLOYED BY THEM. COMMENCEIMR4T OF THE WOW THE OWNER AND THE CONTRACTOR WAAIVE ALL TO 20" • BOTTOM (2)2X6 CCA SILL POURED GONG. FOOTING ON FIRM, RIGHTS AGAN&T EACH OTTER FOR DAMAGES CAUSED BY FIRE OR 0TM1ER PERILS TERMITE SHIELD UNDISTURBED SOIL MR V-0' BELOW THE CONTRACTOR 16 RESPONSIBLE FOR ALL PROTECTIVE PAINTING AND PRIMING AND TO THE EXTENT COVERED BY INSURANCE PROVIDED UNDER THIS PAIRAGRAPH. THE LOAD BEARING EXTERIOR WALL GRAVE (TYP) S TO LEAVE THE PREMTSE6 WITH ALL WORK COMPLETED, CLEANED AND READY FOR CONTRACTOR SHALL REQIUIRE SIMILAR WAIVERS BY SUBCONTRACTORS ftyat RACTO OF S"POURED C LONG FOROTIN WALLS ATOP D' z Ib" DECORATIVE PAINTING AND ADORNMENT BY OUPER Ve' COX PLYWOOD ROOF SHEATHING (TITIN POUIED BED FOOTING ON FIRM. NOTE: SEE &-OW-OU7/VENT PANEL DETAIL CALCULATION SHEET 9 WDI6TU'iBED 801E MM. 3'-0' BELOW A60MED SOIL BEARING CAPACITY'2 TON PER OF, U MWKCT TO INSPECTION AND Miscellaneous Notes. GRADE ('YP) VERFICATItON DURNG EXCAVATION. P OMA NIC OR QESTIONABLE SUBSTRATA 16 ENCOUNTERED A PROFESSIONAL LICENSED 601L ENGINEER SHALL BE CONSULTED FOR Section � ��I O n A TEST HOLE ANALYSIS,AT THE OVERS EXPENSE,PRIOR TO CONTINUING PROVIDE N 3/4• !OLID CORE DOOR AT GARAGE E DUNE TER `J CON8TR C:TING. (THIS 18 A FIELD CONDITION.) PROVIDE CCMBt.6TION AIR &1FTLY FOR NOT WATER HEATER /A HOT WATER HEATER SHALL HAVE 90POIERS RAISED MR S' AFF. ° N m v , ALL FOOTINGS TO DE CARRED DOW TO UNDISTURBED SOIL. NO FOOTMG SHALL BE ALL SMOKE DETECTORS SWILL BE ,AC/DC SERIES INTER CONNECTED.. w �■ SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FOR I ANY OTHER FOOTMC+ STEP SCALE: 1/4" 1'-011 FOOTMG6 SHALL BE A MAXIMUM OF 30 DEGREES AS JOB CONDITIONS REQUIRE ~ C ru ANCHOR BOLTS TO BE S'S' DIA x S" LONG WITH MAX.SPACING OF 3'-0' OC. RESckeck Compliance Certificate 0IE New York State Eaergy Conservation Construction Code 3 ALL CONCRETE TO BE 1,2s3 MIX (MAX,RATIO 66 S CLL FT.WATER/CLL FT. CEMENT), 3000 RESeheckgall.me Verelan 3 6 Rona. 1 m LIS,CONCRETE MRL • 26 DAY COM FINO 1VE STRESS("AN INDICATED OTHERWISE ON Gam Rlenntne Unlltied rt10 D.' ■ —`) FOUNDATION WALL TO EXTEND A MINIMUM S• ABOVE FINISH ADJACENT PROJECT TME DELVECHIo 4" VENT PLANS). GRADE 4n VENT a N 8 COUNTY Suffolk THRII ROOF I T14W ROOF ROOF y„,,,i O IF CONCRETE BLOCK FoU DATIONS, ARE USED,CONCRETE BLOCK SHALL BE ASTM-146 STATE.New York ¢ V n00 EVERY SECOND WITH FULL MORTAR BED6 AND WON STEEL REIFORCEMkNT HDD 5)50 �3" I I C40UPOE FILL COTES SOLID AT CORNEUM. FILL UPPER Z BLOCK COUISE6 SOLID AT CONSTRUCTION TYPE Dn.nhed 1 m 2 Fnmdv _ D D CO ANCHOR BOLTS AID GET SW DIA x 16• LONG BOLTS AT3'-OM OIC,MAX SPACING. HEATING TYPE.N.wfa lac -R -- I I WINDOW(WALL RATf0009 r- I -'T 3" 11 lJ— —�-- D V§ C �^ t-_____ tS v , PROVIDE 0®26• ALUMMUI TERMITE SHIELDS OVER FIBROUS NSULATION 'SILL SEALER' DATE. lv39ro4 I 1 "V-4 I I4j"V-� 1b---2 II I PhaV-¢ �2, II I I�7"V—v�5 1147"V-� AT ALL PERIMETER 6ILLS. DATE OF PLANS IW19104 I I IWJIG I LAVILAV WG. I )LAV �_ � ALL WOOD N CONTACT WITH GROUND, CONCRETE, OR MASONRY TO BE WOLMANIZED OR PROEc DESCRIPITON • e I I - l0lr m I I PRESSURE CEDOOTED. 2 Slow From, 1 1 SECOND DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND PROVIDE DOUBLE DESIGNEWCONfRACTOR �'31. � HEADER JOISTS ABOVE ALL OPENINGS (MM.2 - 2x6 UNLESS INDICATED OTHIERWISE)- AM Sutton Amocmrcs ,IIT11 1 I Irz" �I I Ra 2• til 31A N CauaW M `---� �'1 _ RAFTER HEEL CUTS SHALL. NOT EXCEED 4". WERE JOISTS ARE NOTCHED TO WEAVERS MillerPl.ce.NY 11164 80 AS TO REDUCE DENT DEPTH,USE BRIDAL IRONS OR METAL CONNECTORS. I _ 211 - k CONTLIANCE Pasms ALL J016TS SHALL HAVE P'x4- WOOD CROSS BRIDGING ON SOLID BLOCKINYa SPACED • Mnamum UA-570 r Your Home UA-500 I 2"V -I 1147" _AVI I SIWCI 8'-0' OC.MAXIMMt 12.3%Better Hurt Cade IIIA) Glazing Groes I ALL FRAMING LUMBER TO BE DOUGLAS FIR NUMBER TWO (OR BETTER)CONSTRUCTION Area ar Cwln- Cam or Door I In I I I GRADE WITH A MINIMA" Tb . 900 pal (UINILEBS INDICATED OTHERWISE ON PLANS). P.vtimUer AYaWa R -Whre Sl:Frdtu JUA I I I RIR" I UIQ" FIRST SUB-FLOOR SHALL BE 3/4' OR 5/8" T4G PLYWOOD AS NOTED ON PLANS,FINISH Ceiling I Flat Ceibng m Sulam Truss 1847 300 (to Id FLOORING SMALL BE AS, SELECTED BY OWNER OR OWNERS REPRESENTATIVE Wall 1 Wood Fmme 16-r, 3311 13 0 00 0 '145 1 3 Mud. I Wood Fnme Double PnnewOb Los,-E 271 0110 92 I ALL WALL AND ROOF SHEATHING SHALL BE V2• COX PLYWOOD (UNLESS INDICATED Door I SobE 20 n 175 l k OTHERWISE ON PLANE). Door 7 Glass 10 0 340 ID Floor) AI1•Wood JolstTudor Gsn Umonditinned Sp. 1834 190 00 a6 TO EXISTING Partial I Forced Hot An.1A AF`M CA" 6HEETROQK WALLS AND CEILINGS TO BE US.GYPSUM ON OR S/6' ON ALL SURFACES AS INDICATED ON PLANE WITH ALL JOINTS TAPED AND SPACKLED MINMM9 (3-COAT COWLIANCE STATEMENT The pmpaud building mpresenlW In Ills m docuent is conmh I ment um .bm)ding EXISTING SANITARY AS EXISTING SANITARY SYSTEM JOB), plans speel0cetions and wherealeulntimi submitted Mm tins puna npphcaUion Tlm Minaret!Voturn hove Men HOUSE TRAP denAned m Nuel Ile Neon York Smle Enu,Conserv.0an Conameti n Cade regmminems When.Regl6mred Deo, CELLAR ALL WINDOWS SHALL HAVE ILATING GLASS AND PROVIDE SCREENS FOR ALL Pmfessmnasal hstamped nntl eland Illk page are,, dinning Hol to Ube but of blsamr knmvledga. Neod and IN& OPERABLE WINDOWS, TEMPERED INGUJLATING GLAS6 M ALL EXTERIOR DOORS AND i FIXED GLASS ADJACENT TO OPENINGa6 OR TO WITHIN W OF FLOOR LEVEL' pmfwdmal ludglr sue plan o spamcluons ase m camplmnce wnh Ibis Code MTERCONNECTEL SMOKE Or ALARM DEVICES. INSTALLED IN CONFORMITY WITH Bmlder/Demgncr __ Daley SECTION 1060.10 OF TIE NEW YORK STATE INFOR1 FIRE PREVENTION AND BUILDING P l u m b i n c� R■ s e r D i ag ra m CODE SMALL BE PROVIDED OUTSIDE FFAC14 SEPARATE 6LEEPMG AREA IN EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL OF THE PROPOSED DWELLMG. PROVIDE SOLID BLOCK FIRE STOPPING IN ALL WALLS IN ACCORDANCE WITH NEW YORK . STATE CODE GARAGE FLOOR CEILING H WALL SIURFAICEG TO HAVE A MIL 3/4 MR FIRE RATING WITH SW FIRE CODE TYPE 'X' Gy~ BOARD MR OVER ALL FRAMED AREAS. ALL DOORS TO ATTACHED LIVING SPACE SHALL BE MR 3/4 HR RATED SELF CLOSM T MECHANICALLY VENTILATED AS ALL lL1TMR001'IB WITHOUT OPERABLE WINDOWS TO PER NEW YORK STATE CODE l00 CMF PaCCH MENDED). MU GING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE SANITARY DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. . � � _/r-- .•. �.�:3udx�'��� -_ - yo- R , :'�'� i�'- 6-..C'P?GSTJ7�lirT r17�7%s.^-rIF71•�'-_:1•����•1"7� r�•� • L�".'I�:�i•I?•I�17?-:'tilt»5�:7 � _ �,__ _ _ i-- i.u=�.-'3..%.7i7_?-_.JOTS--.'=>• "- _ �- 1___- � /"I / _ P`-�"�'�f•7`_ .•ST;3-i�3i„�•r�d'®Tr=-Fig• ��•.-_�I r - ' �il` '� �� I `� -nr_crrr_!nFrT.I.'S�'"�:-3';-.•�nr-�)•iL'7��"C ,�� 7 � �� ' .- _ :.- .,� L-'.mlr-cTi�1.^.EII33^r•__I[7�E=!J��31-'F5� �% u.;�y �� - .� - • � aC; Fr•`�.-=-saa•z-�r:�s3.-:czuvl�r_scr'� -- :” ��► - - -a. �'�"• 'fir' r'..�� �It:':r�YTiIu�.Y �'�®�".G.7® i 1 - - a/ -" �� � ".;u • �,}ww�,}TT '�7i➢.7Fy"-t r.7�����'ff''C}��}��^�•''``r'i;'7� 7f'7 �r_�'�P.ASL�� ` / _ �� � F:"T�i-]mi7�[�•.�T t_.`)•7'%71.7 �i_'_'•.'1'v�_^_�t5>• - s,nr - F:[,-'�':7L7C7Cl�.": �]EW7F'-icr]����7i:=1•�G7 G....77T7CP7{d�'v° i% i �]i+C%J•i-->•�I">•�:7� /-61gd. id7.2-5v.�_'��-r"� - - c/ �,.-.CC7F7Flnl.•-..o=�]E:.7FY'-, ,7�-�%1•E'�7�1'�-��6� GT���=7—�]• . , E;",.—„�7F:�G:�r ter==__7�">•Fr� ..ate::=>•cl�-;>•� .> > r_*":.,^-r",�-_sc��==.s-r*•�:=>_�->• • .. _/," . _ 1.�. 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