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Home My WebLink About29220-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-29920 Date: 12/22/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 6800 ALVAHS LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 101 Block 1 Lot 19.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 12, 2003 pursuant to which Building Permit No. 29220-Z dated MARCH 14, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING (MANUFACTURED HOME) WITH FRONT STOOP AS APPLIED FOR. The certificate is issued to ROBERT S & GABRIELLA S SAMOLEWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0015 12/11/03 ELECTRICAL CERTIFICATE NO_ 75936C 07/30/03 PLUMBERS CERTIFICATION DATED 12/15/03 ROBERT S SAMOLEWSKI c th rized ignature Rev. 1/81 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. 29220 Z Date MARCH 14 , 2003 Permission is hereby granted to : J PERRY (SAMOLEWSKI) 7800 ALVAHS LA CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) AS APPLIED FOR at premises located at 6800 ALVAHS LA CUTCHOGUE County Tax Map No. 473889 Section 101 Block 0001 Lot No. 019 . 003 pursuant to application dated MARCH 12 , 2003 and approved by the Building Inspector to expire on SEPTEMBER 14 , 2004 . Fee $ 1, 122 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 C Form No.6 TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN HALL 765-1802 ^�O ,l�o 1 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: L. 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 rcasons therefor in�N'riting to the applicant. C. Fees L Certificate of Oecupaucy - New dwelling $25.00, Additions to d�vclling $25.00, Alterati@&o Ei�w l $25,00,. Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses $50,00.1 2, Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of occupancy - $.25 ---) 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: / Old or Pre-existing Building: (check one) Location of Property: AWS ('q , ctt lite- House No. Street H let Owner or Owners of Property: R,,6e� f 5a-wa XBkl5l< Suffolk County Tax Map No 1000, Section Block 0/ Lot //(• 3 Subdivision S�hle� .S,�Anch;c Filed Map, Lot: Permit No. R O— Z Date of Permit, o Applicant: �o c� S Sawo,2irS� Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature S es f n S°� e 4s 4 "Fa m+ a3 y a••^ °4V ♦ ab ry}''.' j q� Ap< o d i l f 4" `)'i,�esiitY�4� �iZ;T�'t�'P��si+�l#f�tfh'��i.* �a�S}*l -- -- — G Electrical Inspection Certificate, Issue Date Electrical Inspection Service,Inc. Application Number I r 07/30/2003 375 Dunton Avenue 75936C l; East Patchogue, New York 11772 „ 7 � (631)286.6642 Issued To: Robert S Samolewski Street: 6800 Alvahs Lane Village: Cutchogue Zip: 11935 Town: Southold 46w 51 Section: Block: Lot: J I< - r " Contractor: Circuit Electric Inc. Lic. # 1218-E Was examined and found to be in compliance with the National Electrical Code. !i _i Commercial ❑ NV Defects ❑ PoolI❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub 14 n Ii — i "W"wl 1XI Residential ❑ Det.Garage ❑ Attic L, 2nd Floor ❑ 'Outdoor ❑ Addition I_! Survey � �a Switches Receptacles Fixtures GF1 Heaters A/C Fans Dishwasher WashenAmps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer _ Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 o / Bldg. Permit: H fv a' r ' E Other Equipment 11-40 Circuit w/main a' - < Hugo S. Surdi � f President " ah ai ; ` � l`I j Rough Inspection: 712012003 it Inspector: Ed Scavelll l r - Final Inspection: 07!2912003 ^ � Inspector. Ed Scavelli This certificate must not be altered in any manner. Inspectors may be identified by their credentials. _ m C � Ik Iii. KWfi - ii IS -.I P r— O�gUFFOL,(�o VJ = Town Hall,53095 Main Road p ' Fax(631)765-9502 P.O. Box 1179y 0� Telephone(631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. T2;z d ' -7— Owner: �jer/ S Sam-/eASEc ' _ -f (Please print) Plumber: S 50.~�r✓S/�, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. yl_ (Plumbers Signature) Sworn to before me this /�_ 0 �'� �No 16 60Mi7 M01U day of l.x( (�!U bty/ 20 Q Qualdw in SuffoNl Cpxlg Cmnmrasiml E*m ((_(tel �_�t�` per► y NPW Cgaens. Notary Public, 9 1)AL. County ADDENDUM TO NEW YORK DRAWINGS SITE LOCATION:CUTCHOQUE CODE: RESIDENTIAL CODE OF NEW YORK DESIGN CRITERIA: GROUND SNOW 45# SEISMIC DESIGN B WIND SPEED 120 MPH 3-SECOND GUST LIVE LOAD 40#/LIV-30#/SLEEP DEAD LOAD 10# OCCUPANCY CLASSIFICATION 1 FAMILY DETACHED CONSTRUCTION TYPE CLASSIFICATION WOOD FRAME UNPROTECTED INDEX OF ADDITIONAL SPECIFIC DWGS FLOOR PLAN FOUNDATION (4) ELEVATIONS ELECTRICAL SIDEWALL HEADERS 55 PSF CALC MANUAL A. (3) 2X6 MAX SPAN 69" PAGE #133 MANUAL B. (3) 2X8 MAX SPAN 88" PAGE #133 MANUAL C. (3) 2X10 MAX SPAN 107" PAGE #133 MANUAL D. (3) MAX SPAN PAGE MANUAL E. (3) MAX SPAN PAGE MANUAL F. (3) MAX SPAN PAGE MANUAL MARRIAGE WALL HEADERS 55 PSF CALC MANUAL 1. (1) 2X6 MAX SPAN 39" PAGE #133 MANUAL 2. (1) 2X8 MAX SPAN PAGE MANUAL 3. (1) 2X10 MAX SPAN PAGE MANUAL 4. (1) MAX SPAN PAGE MANUAL 5. (1) MAX SPAN PAGE MANUAL 55 PSF CALC MANUAL APPROVAL LIMITED TO SIDEWALL STUDS PAGE 97 FACTORY BLM T PORTION MARRIAGE WALL STUDS PAGE 212 JAN ;c FLOOR JOIST PAGE 2 oNUWAL gyp F A yO on Eek Jab a Truss Truss Type Oty Ply MUNCY 212 19458 HM309301 HINGED MONO 1 1 DESIGNER; JMK REFERENCE DWG.NO.HM2486ROI Universal Forest Products,Inc.,Grand Rapids,MI 49505 4.201 SRI e Nov 16 2000 Mitek Industries,Inc. Tue Jul 0216:31:34 2002 Page 1 I SEE NOTE 11 "OF L94g r 3 ? 32-012-141 13-to-12 I 'L LP 3-2-0 6-113 13& I DETA ST o KEVIN W. m Corot 37506) 7 - �' FREEMAN e CML 5 No.4 5.0012 s O B�}iteE 0.9-s GUSSET DETAIL SS/ONAL yy.ZpvZ BEHISA ADD GUSSETANYTIMECANTILEVER EXCEEDS 1Y UP TO 38'MAX SEEND 11 4X4 i 6.6 4 2-10-0 1-3¢''j 4x44 3 2x5�t Conn.655(@) 10 GUSSET 0-10-12-{ 2 t 0-10.0�r� 4x8 If 3x6 It 3!4X33518 B 6 DAOO FOR 12*A DLESGREATER 0 T03-2-0 CANT. 38'.G 1SSEr RE SS THAN Sxe 11 �� 38',GUSSETREQUIRm, ii 1-00703.2-0CANT. SEE BELOW FOR DETAILS .. 13-10-12 32-0 19V32'PLYWOODIOS9 GUSSET 108-12 (BOTH FACES)FASTENED WITH 16 GA STAPLES AND 10D% STRUCTURAL ADHFSNE _ 113117Hi/iryl! P late -1 0.7-8 1:0-1-10 0.7-9, 4:0-0-11 0.7- 5:0-0-11 47-2 F. "'I,� SPACING 2-0-0 CSI DEFL m Voc) 11defi PLATESPlates increase 1.15 TC 0.79 Vert(LL) -025 B-9 >633 MII20 �Lumber Increase 1.15 BC b.5g Vert(M) -0.54 8-9 >295 M1118 �d2i 3a 0. 1Rep Stress Ina YES WB 0.61 Horz(TL) 0.03 8 NaCode BOCA/ANSI95 (Matrix) lid LC LL Min tidefi=240 Weight 59 Ib �R� !,q E Q` LUMBER BRACING ��'li�4'gL ENGV ••``` TOP CHORD 2 X 4 SPF No2'Excepr TOP CHORD Sheathed or 3-S-2 oc purlins, except end verticals. !!I yuuutF•) 4-6 2 X 6 SPF Not OT CHORD Rigid oeiMg dm city applied or 6-1-2 oc bracing. BOT CHORD 2 X 4 SPF 210OF 1.8E 2Rows,at 113 pts 3-8 WEBS 2X3SPF No2•Except* O 14 W A 8-102X6SPFNo.2.3-82X4SPFNo.2 SLIDER Left 2 X6 SPF No.3 2-D-D O yF Q: [`c 7✓r REACTIONS Wstm) 8x051Mteci6anical,7=1V1dechanicat,9=124 0- PRO—ss`,DUL O A,�-a IR D., X4 r Max Hot 7=97Qoad case 2),9=598Qoad case 2) KEVIN V'J. FREEMAN Max UpgRB=544(load case 2),D=1150(load case 2 Actual a lied to chord loads pptt `.,1_�,{�;-3#_ Spacing Balanced Unbala cod `'S"" FORCES(Ib)-Fust Load Case Only 'o F�"66EEq �;�e235�34 ' TOP CHORD 1-2=154,23=191,3-0=-367,4-5=390,5-0=119,6- -458 T 24'cJe Z70 40 , 16'Nc 4DS(psf) 6D BOT CHORD 1-9=100,8-9--64 y Iypp.,,K„�fF �.. ..e W � EBS 5-10=48D.3-9=B24,3-8=241 ,Fe N S It Y L V P NOTES 1)This tress has been designed for the loads generated by 120 mph winds at 25 If above ground leve(located 100 mi from the ^t " hunicane oceatnfne. ASCE 7-98 components and claddng ezlemal pressure coefficients for the exterior(2)zone and 6.0 psf top 'I chord and 6.0 psf bottom chord dead load are being used. The design assumes occupancy category 11,terrain exposure C and lflrrFl t�- `I ' internal pressure coefficient condition 1. The bugdng dimensions are 45 ft by 24 R If end verticals exist.they are not exposed qt1,t! '�� O Q S„ to wind. If cantilevers exist,they are exposed to wind" If porches exist,they are not exposed to wind. The lumber DOL Increase • -w �.+•••'•.,� ��`+ Is 1.60,and the plate gap Increase is 1.33 • •.yr C7 =s 2)All plates are MI120 plates unless otherwise Indicated. 3)Refer to glyder(s)for teas to truss connecdon I JOK4 V •t 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstandng 531 to uplift atjcint 1 and 767 lb . SfR011VATf:A i uplift truss ht 8. 5)This truss s has been designed with ANSViPI 1-1995 criteria. 6)Truss members shag not be cut.dolled,sliced,notched or otherwise altered without written approval of the design engineer. 7)Provisions must be made to prevent lateral movement of the top chord during transportation.Extreme care must be utirmed X ••'' wfi rotating the top chord into place. ZI. ••• •fJ. `.•� �; 81 i,e precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is '•' H�r...A••L Ito service. Tru"Pk' ,sea shall be braced according to T.P.1:S H.I.S.-S-1,handling,installing and bracing metal plate connected wood trusses. I!;!!Ns!f Yu)'Als truss has been designed to meet 2000 IBC Section 2308.10.7.1;2000 IRC R802.10. 11)Truss may be cut along vertical fine reference to arrow. O COPMIGW 2002 BY: UNIVERSAL FOREST PRODUCTS, INC. CORPORATE ENGINEERING 2601 E45f SaIUKE RD.,NE GPJ.ND RAPIDS,W 49595 Pg' 4 PHONE(616}963-6161 FAX(616�i61-]556 STATE OF NEW YORK DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY 12231-0001 GEORGE E. PATAKI RANDY A. DANIELS GOVERNOR SECRE AW OF STATE December 18,2002 Mr.Robert E.Hoffman Director of Engineering Muncy Homes,Inc. P.O.Box 246-Route 442 East Muncy,PA 17756 VIA FACSR&LE TRANSMITTAL RE: M 1387-02-070 System approval-CONDITIONAL Dear Mr.Hoffman: Issued herewith,in response to your November 6,2002 application for approval of a Detached One-and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models is Factory Manufactured Building Approval designated,M 1387-02-070 as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Supplemental Conditions of Approval In addition,the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency.The following are specific requirements regarding the contents of the permit set. 1.1.A set of drawings comprising at a minimum: 1.1.1 Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category,Wind Speed,Live Loads,Dead Loads, etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. Occupancy classification WWW-DOS.STATE.NY1l5 E-MAIL: INFO`D05.5TA7E NY.US My Robert E.Hoffman December 18,2002 Page 2 -Construction type classification -General notes -Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and provided light,ventilation,egress,window and door schedules -Unambiguous identification of structural members -Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections)details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed(such as sliding; drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof,cantilever beams,etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing(histing) all permit sets with information about project location,production serial number,and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5.The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code ofNew York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval"placed on the accompanying set of plans and by the qualifying letter dated December 18,2002 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. ge E. C Jr. hector Division of Code Enforcement and Administration Enclosure cc:PFS Corporation File 02-070.wpd Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I Data filename: O:AMECcheck\New York\26808.cck COUNTY: Suffolk STATE:New York 14DD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 12/24/02 PROJECT INFORMATION: APPROVAL LIMITED TO Job Number: 26808 BUILT PORTIO Prepared By: Linda Litz FACTORY BUN COMPANY INFORMATION: IAN 2 3 2003 Superior Builders,A Division of Muncy Homes, Inc. 1565 PA Route 442 East, P.O. Box 344 Muncy,PA 17756 ION.At� I- Calculations reflect only that portion of unit assembled in the factory. r 9 # 2- Builders or contractors may supply and install the required floor x and/or foundation wall insulation. 3- For basements remaining unconditioned spaces,the builder shall enclose the basement stairs. The walls surrounding the basement stairs shall be insulated and protected with a vapor STA'tEO�� barrier. The builder is responsible for supplying all materials. COMPLIANCE: Passes Maximum UA=432 Your Home=384 1 1.1%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 880 32,0 0.0 30 Ceiling 2: Flat Ceiling or Scissor Truss 1210 32.0 0.0 41 Wall l: Wood Frame, 16"o.c. 2096 18.0 0.0 110 Window: F22-30 x 37: Vinyl Frame, Double Pane with Low-E 15 0.330 5 Window: F23 -42 x 57: Vinyl Frame, Double Pane with Low-E 216 0.330 71 Door: F63 -32 x 80 2 Lite: Solid 19 0.270 5 Door: F68 -64 x 80 2 Sidelites: Solid 38 0270 10 Door: F79 -72 x 80 Vinyl SGD: Glass 40 0.360 14 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 883 19.0 0.0 41 Floor 2: All-Wood Joist/Truss, Over Unconditioned Space 1210 19.0 0.0 57 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Profess' al has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and p 6 ssio 1 jud a t, su I is or specifications are in compliance with this Code. Builder/Designer Date Or APPROVAL LIMITED TO FACTORY BUII T PORTION JAN 2 3 2003 CONAL t j, / ? � Y o, oFo MI MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c DATE: 12/24/02 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-32.0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss,R-32.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-18.0 cavity insulation Comments: Windows: [ j 1. Window: F22-30 x 37: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: APPROVAL LIMITED 4 Panes Frame Type Thermal Break? [ ] Yes [ j No TO Comments: FACTORY BUILT PORTI014 [ ] I 2. Window: F23 -42 x 57: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 j For windows without labeled U-factors,describe features: JAN `� #Panes Frame Type Thermal Break? [ ] Yes [ ] No ! Comments: Doors: \ONALF,yC - [ ] 1. Door: F63 - 32 x 80 2 Lite: Solid, U-factor: 0.270 y��4 STg�V ek Comments: # JQ F9 # [ ] 2. Door:F68 -64 x 80 2 Sidelites: Solid,U-factor: 0.270 Comments: [ ] 3. Door:F79 - 72 x 80 Vinyl SGD: Glass,U-factor: 0.360 p 4 Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: 0.076 T#\F� Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/Truss,Over Unconditioned Space, R-19.0 cavity insulation Comments: I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-1C rated,the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints,seams, and connections must be securely fastened with welds,gaskets, mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. APPROVAL LIMITED TO FACTORY BUILT PORTION dAN E 3 2003 §toKM Fye S7ENe�c��# r x t a i �0• 07673 F FSE O Table 1. Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to P Uo to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ranoe F 2"Runouts 1" and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) APPROVAL LIMITED TO FACTORY BUILT PORTION .SAN 2 3 2003 �ONAL EA, 'ST z rJ r c Y � a y� 3a 0 076 4t VA TOWN Of SOUTHOLD PROPERTY RECORD CARD OWNER STREET gid VILLAGE DIST.1 SUB. LOT ASF = I -Y > FORMER OWNER N E ACR. 1 c s W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS I 3 1In kW y'v, Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD [_=' Total XL�IH Lrl= Applicant/ IDate Owners Name: Reviewed: 3 /Y 0� — Architect/ Date Engineer: aeu - , - S' Submitted: i SCTM 9: p District: 1000 Section: 1 p 1 Block. Lot. I 3 Project �Q Q Subdivision 1.0cation: "' `��`{ p�, w�-tµ" -- Name: m --- Sin&le S separate Required cemriication: (Yes/Not /� zt— Req, p Rcy. /(ming I)islric(A—C IW sizr n((?6-60 Auual: .�T� I Il,ot coverage l'iopu/i _I Req. / v Req. r _% Req. --] Side Yar ��11 / ' II'ronl Yard Proposed: / t t d� 7J Proposed: —J (Rear Yard , Proposed __I 6D r �I Project Description: A GENCY RERMITS Permit REOUIRED FOR REVIEW V.A. NO YES Number 03 a°rS Suffolk County Health Dept. New York State D. E- C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: �- ,� l' Y ,-/ Notes : 0 4 s M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: /,�,/ _zz? �/crit CIlSak)G—eS lx) � T DATE j _INSPECTOR cd- l M-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE S 4 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: "- �f D DATE INSPECTOR a�� zLo 765-1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKSen : G.J a DATE INSPECTOR M-lW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ee,-2 DATE /0 3 ©3 INSPECTOR FIELD INSPECTION REPORT D.&TE cohawilt7 FOUNDATION(1ST) a " 7077 C FOUNDATION(2ND) 1�+7 / clEw V O ROUGH FRAMING& PLUMBING H T INSULATION PER N.Y. H STATE ENERGY CODE C FINAL Al�DMONAL COMMENTS / c It I N m a y O x c � c � W C7 2. State existing use and oecupancy of premises and intended use and occupancy of proposed constructibn: a. Existing use and occupancy.YAfAAi�d hi Co t b. Intended use and occupancy Oh e- 3. 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost>�90, oa o,CP Fee (Description) ' (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 -ft- 6. ft'6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. C 7. Dimensions of existing structures, if any: Front /t/0h e Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N°tie Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front SR 1� Rear L Depth Y� Height '�01 Number of Stories / 9. Size of lot: Front_IV, ' Rear ;2o2 -7,�/j Depth 10. Date of Purchase Ln 6h71-/-A c Name of Former Owner e 11. Zone or use district in which premises are situated Al?ef,/Ar. v 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO�_ 13. Will lot be re-graded? YES_NO_Will excess fill be removed from premises? YES_NOX— v�LN°i C-r. 14. Names of Owner of premises, Address /1�+� l� �YBS577 Phone No. 54-�95--0g Name of Architect Address S Phone No 6-70^Sys-aa6 y Name of Contractor &, S, Saha 2,. Address S Phone N 73 -S`79� �31—' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO y * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY 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: COUNnnTY/ OF.1,4 l ) 1`0 be►^t S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the Con bW Cho/- (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. ,NNE 13 shwa Sworn to before me this Nolery Pubk,Stffie Of New YO 3 day of _e JQf 20 O� No.4848'x5 n �� Notary Public 0 Signature of Applicant PLEASE NOTE SURVEY OF ftECENO Sanitary System not to be installed LOT 3 SUFFOLK CO�JNT f under driveway. MINOR SUBDIVISION OF PROPERTY hEAITI� SERWICES : .. ND STANLEY SIMCHICK E T _-//-0j' ! pia-QOj P SITUATED AT 1003 JAN 23 +�� rots �� CUTCHOGUE TOWN OF SOUTHOLD so: SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-101 -01 -19.3 SCALE 1"=50' �\ i--r92--,�.C� _m._�,,._, .___�_. ._.,� _.,. . �,�•� -,p �o DECEMBER 72, 2002 j AREA = 80,005.89 sq. ff. 1.837 ac. TEST_HOLE DATA °g A', SHOWN ON MINOR SUODIVISON MAP) /pd� �{3di Lows cum vv �� '�, 1A �� b0� ��N/��• Caws wn. ' o i 1 4 -1 i �Z, 4 NOTES- �. / ' �j �y • 1. LOT NUMBERS SHOWN Nus LOT REFER TO YYY MAP OF PROPOSED MINOR TO AN ASS OF PROPERTY PREPARED FOR STANLEY SNKNICK M+EPAFE w ACCORDANCE WITH INE WNINUM 2 ELEVATIONS ARE gEFERFNCED TO AN ASSUMED DATUM 'T'A'T FDS TAIL[SURJES AS ADOP"ED BY ME 10% Y T E NEW YO MID ADOPTED HED EXISTING ELEVATIONS ARE SHOWN IMUS: '. GIN 5 USE B!ME NEW YORK SLATE LAND 3. REFER TO FILED YAP FOR TEST ROLE DAL. TREE 1TION , 3P Y11 1 f ° •n • A. MINIMUM SEPTIC TANK CAPACITIES FOR A I TO K BEDROOM HOUSE IS 1.000 G,UI t' F 4F y`' e! �V ! V •.• i TANK; 8' LONG, A'-3' WIDE, 6'J' DEEP jf 7� y.V' 45_ MINIMUM LEACHING SYSTEM FOR A I TO A BEDROOM HOUSE IS 300 sq N SIDEWA} � �� ° �C) A�� 1 POOL; 12' DEEP. 8' dki. � ••\ �' , ��G�� PROPOSED EXPANSION POOL i lr f.`' li . ' 0b �� ¢ 0 PROPOSED LEACHING POOL I `f r l pp w. IF - S p`- PROPOSED SEPTIC TANK A e�,r=3 �� N f4€ I�@1fIWN ®F W€Fle ANd @E#BB®Dk§ §N@WN d[[P€AN AdE FNQM FlFI@ "[� \, ± T+S V'� ( N.F .:c. Na iMgll O DBSEIryATNNIS AND/Di? DATA OBTAINED FROM ONER2. , • ��`�" �� L=111 ,, .. i _ 1 T • TO TH3 MZEA M ATKM OR ADDICTION J seph A. Ingegno _ TO YO S2N 6 A NMTp+ Ci I - DOOFAI ]30R a ME NEW voRlc STATE Land Surveyor EDUGTgN UW COPIES OF MI5 SUMNIY MAP NOT BFMKIG _ THE VND 'NIS INKED SEAL OR 1 EMBOSSED SEAL SMALL HOT BE CONSIDERED /// TO BE A VALID TRUE COPY / TIHe Surveys - SubdHleions - Site Plans - Construction layout / CERTIFICATIONS T THE PERSON INDICATED HEREON WHOM NE S RUN Z R P THE AND ON EOR •Mau INE TRE PHONE (631)727-2090 Fax 631)727--1727 T PRCOMPA, AND ON HIS BEHALFAG NC IAN ) THE EXISTENCE OF RIGHT OF WAYS i14C CgIPN1Y' CONE STED HE AGENCY AND TO THE INSAREES uTHE ENDING, AND OFFICES LOCATED AT M4LMG ADDRESS ANO/OR EASEMENTS OF NOT GRA. k TO ME AERIHFCAT N TNR LENDING NSFER MITI- ANY, NOT SHOWN ARE NOi GUARANTEED. 'MON .ERfIGTGRIXIS ARE NOT TRANSFEFNBLE NAVENUE P 0. Box 1931 FRH D, Ne.ew or Nive,bead, New York 11901 5 ,r -- SURVEY OF LOT 3 �i MINOR SUBDIVISION OF PROPERTY v _ STANLEY SIMCHICK SITUATED AT 6b, �r� CUTCHOGUE TOWN OF SOUTHOLD ao; SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-101-01-19.3 o SCALE 1"=5D' �0� F �`Ct` DECEMBER 12, 2002 �f 5�� N'za FEBRUARY 3, 2003 ADDED PROPOSED HOUSE ' MAY 13, 2003 UNDER CONSTRUCTION SURVEY �$ 9� AREA = 80,005.89 sq. ft. ac. I � � I i \ 1�aµ�Q` 0 \\ e 00 00 S N •. N � a 1�OS 4• moi./_y/-�"• 2 / 1. OT NUNIERS SHOWN THUS:LOT 3O REFER TO �� • �LNAP OF PROPOSED WNOR SUSOM510N of PROPERTY PREPARED fOR STANLEY SIMCHICK PREP E0"1��ICDMt NMIMIVN • • w f ESGRLSHEO IU LS ANY pQ, USE BY AALWD � � ^ • �� H11Qr' TION I �) lc C7��i4 ;yn Fv 9p - ROP AND 1 \ . 460, 1Zr„� .q �::w • �104 - _. N.r€ uN Nn _409916 J, OR ADD(VON Joseph A. Ingegno SE TIO suRrEY a A WO W a SECTION TTOR a HE NEW OPo STATF Land Surveyor • FDUCIOpN UN. NPI6 CF lltl5 fiXM1"1YP NO!BF.ViMf -- ------------ iHE lMb SLWk£1dY5 INIAD SF/.L OR -------- -- TS RNm eE m R[cnm TOO W eF A A v,WD TRUE COPY. ptle Surveys — SubdiriRlons Site Nons — Construction Layout / (£RTRPMQDI WO ON H HEREON m a RUN ONLY To THE PERSON FOR WI THE sGR.EY PHONE (631)727-2090 Fax (631)727-1727 a PRET•IFED. MO ON Ha TAL ro 1AN THE 00 EASCE 0f RIGHT OF WAYS 1EEI£COMPMIY. OOlFUSED .CE. A AND AND/011 EASEMENTS OF RECORD, E ��OF THE Ifl 'R6_ C� LOCATED AT A411LIhG ADDRESS / ANY, NOT $MOWN ARF NOT GUARANTEED. TUTM cownFKATONS ARE NOT TMNSET.Rka.E Rtvi:3W R Mev EYoV 11901 Kverhead.P 0, BVork19311 -0965 \ SURVEY OF LOT 3 MIN'oR SUEDIVJSIoN Of PROPERTY STANLEY S1MCHICK s SITUATn AT 096A \ �J, CL"I'CHOGUE , 5 ; TOWN OF SOUTHOLD so, SUFFOLK COUNTY, NEW YORK (� F S.C. TAX No, 1000-101-01-19,3 S C1' N07 70 9GLC Nli`�l \ ro OECCl/ACR 12, 2002 $1 _ «w :.:w5 Amo wTat aAf B ;. >• SwVRce!!.iW 1 f¢ S1Nef r 1 M-*470 WIL MK WE WW!a ARCA _BD,OOS,d9 sq 11. i x1�IK -1IM'+,9 IKNO N 1�/ / J' MI YI�p rygP yNphfpl N n1{LOv glp3q ry 31NI[f YgFY . IR \� e', i K >7 'ro. s G0 `�•. C 4K s. c lAN aw Joseph A. Mgegno Land Surveyor fN Sw.ya-iwti+w+f- Sb Rc- C+KMN.:yo-i /i• HI[ypti RY..IIp nW Pc.an / W 9lY T4V,W WY M 9M+ / en!wm.No wru gxun�n NYtIIL(U,1)i]-1190 for(6!If).)-!,t� NL ntlnM a Mn 0"nK .pwp a�mmw!�b"[m:n'n KnM tMOM1tl!w amn r c ex eKnaa!c u.ra xs.- aTx!S t'Yl•W a a2+c w.'YS 9Y/.N]I NPIN MI Nll O1NW160. u+ aA[S)mn r.[pl IbK31nL '3i fl1Ylt1£.4NI[ I4 Y••111! RKOC�F.M,§M1 1'@l Y:mftl K.'F.1 119.:'-Yf: 1 SURVEY OF LOT 3 E MINOR SUBDIVISION OF PROPERTY - :- STANLEY SIMCHICK F t 3 "' X51 SITUATED AT � 6e: ,rte CUTCHOCUE .,Vhkxc TOWN OF SOUTHOLD ro SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-101 -01 -19.3 1 SCALE 1"=50' DECEMBER FEBRUARY 3, 2003ADDED PROPOSED MOUSE MAY 13, 2003 UNDER CONSTRUCTION SURVEY SEPTEMBER 11, 2003 FINAL SURVEY E Y� NOVEMBER 11, 2003 REVISED SEPTIC TANK MEASUREMENT AREA = 80,005.89 sq. ft. 1.537 ac. Norm t. WT NUMBERS BNOWH THUS'.GOT 3 REFER TO ` � YAP OF PROPOSED YRlOP SUBOIVISIDH Of PROPERTY" PREPARED NR STANiEY SIYCHICx y9. 5 05 dep TV so; a gPP6PARED TIrLESMYFS T QED © METOp f > LS MO APPROVED AND ADOPTED BY THE NEW H:MN STA1E VMO 'r O �Bky Rif CO L=111.40 •. • _.4 U THOPoDD)KTERATON OR ADDITION Jo eph A. Ingegno c SECTION 72M OF KK °�MW� OF ENEW YORK sAE d Surveyor . CDPILS OF,HR SU1MY MV NOL BfMMf. - ---_-------- ----- 110 EM130 5SED SEAL SKN1 NOT BE DDHSIOEIBFD IO BE A�TRUE COPY- 1Rk Surnys - Su6d"iebne - Sb Piens - Conahvr6en Layout CENIRI AT4N15 INE"ATED HEREON 9 RUN aF ro M Y PHONE (631)727-2090 Fax (631)727-1727 IREPA�.AND(IN HISTHE EXISTENCE Of 186NT Of WAYSIRU:COYPNtt,O?fEPRRIETRK AWIEY NNO AND/OR EASEMENTS OF RECORD. r uroMTHE ANOGNEES V TTK�'4gD- UfFI((:ES LOCATED AT ANKMG ADDRESS ANY, HOT SHOWN ARE NOT DMARANTEED. IIIiION. CERIIF1G11M5 NE NOT TMIASFEDABIE. 322 R04NOKE AVENUE P 0. Bax 1931 RNERHEAD, Now Ya 11901 Riv4dh . H4. Yak 11901--0985 N XINDEX M ST Ylz� DBT[ DBiE SHEET DSTE a 2e RANCH - t FAMILY DESCRIPTION DRwm rura¢Tc DESCRIPTION fmm REVInw COVERSEET 3-z2-sl3-22-91CAPE - IDETAILS FOR ll0/90 AD 2c RAISED RANCH - 1 FAMILY TYP RANCH PLAN 3-22-91 D-1-2002 7n-1 120/100 MPH WIND ZONES 8-2E-95 10-1-20022d RANCH ELL - 1 FAMILY TYP CAPE PLFN }22-91 0-1-2002 7b CROSS SECTION for 2b,t 322-91 161-2002 2e RRNCH TEE - 1 FAMILY TYP RAISED RFCNCH 3-22-91 0-1-2002 7c CROSS SECTION for 2c,i 3-22-91 10-1-2002 2f SPLIT LEVEL ELL - 1 FAMILY TYP RANCH ELL 3-22-91 0-1-2002 ]d CRO55 SECTION for 2d.e 3-22-91 ]0-1-2002 2 SPLIT LEVEL TEE - 1 FfiMiLY TYP RRNCM TEP 3-22-91 D-1-2002 Je CRO55 SECTION for 2f. ,I 3-22-91 L-1-2002 2h RRNLH - I or 2 FRMILY TYP SPLII LEVEL ELL 3-22-91 0-1-2002 -22-91 0-1-2002 2i RAISED RANCH - 1 or 2 FAULT TYP SPLIT LEVEL TEE 3-22-91 0-1-2002 ] OPT. ROOF CROSS SECTION 3- -91161-2002 2 2 STORY - I FAMILY RANCH- I STORY- 1 FAMILY '7}1 12/12 CATHEDRAL ROOF OPT. 3-22-91 10-1-2002 2k 2 STORY - 2 FAMILY gTTRCHOU 2 FRMTIY 3-22-91 0-1-2002 7M1 CRO55 SECTION for 2m 3-22-91 10-1-2002 2k_1 2 STORY APER/LOWER - 2 FAMILT RAISED RANCH- 1 FRMILY 3-22-91 10-1-2002 71 CROSS SECTION for 2r 3-22-91 0-1-MM 21END TO END SPLIT - 1 FAMILY ATTACHED OR 2 FRMILY 7j FLTFRNOTE CONST. DETAILS 3-22-M 02M2 2m CONTEMPORRRT 2 STOAT - L FAf17LT TYP-2 STORY 3-2291 o-1-2002 7k ALTERNATE CONST. DETAILS 3-22-91 2n SINGLE FRMILY RTTRCHED - 1 FAMILY 2 STORY- 2 FAMILY 3-22-91 30-1-2D@ 71 ALTERNATE CONST. DETAILS 3-22-91 20 1 MODULE RANCH - 1 FRMILT 2 STORT UPPERAXO 2 FRMILY 6-14-93 0-1-2002 7o ALTERNATE CONST. DETAILS 3-22-91 1 MODULE WIDE 2 STORY - 1 FAMILY END TO E D SPLIT LEVEL 3-22-91 0-1-2002 7 CROSS SECTION for 20 3-1-93 2 3 MODULE RACH - i FAMILYTYP CONTEMPORARY 2 STORY 3-22-91 161-2002 ] CROSS SECTION for 2 3-1-93 2r SALT BOX - 1 FRMILY 1 FAMILY ATTACPED- 2 STORY 3-22-91 D-1-20U2 JI CROSS SECTION for a }22-% 2t ALTERNATE 2 STORY - 1 FAMILY 20 I TYP SINGLE MALE RPNCH 3-1-93 10-1-2002 2p TTP SINGLE MODULE 2 STORY }1-93 10-1-2002 aol 5 naDEL 4 PAGES 2q 3 MODULE RANCH PLAN 3-22-95 10-1-2002 y` owrAveD w!ZT 2, t SALT SOX 73-22-95 Str1-2002 m cDKx 9� 2t I RLTERNRTE 2 STORY 3-22-95 10-1-2002 DBwIn,sEnlTim u+L[ss Tmx x'•5e' 4¢R 1(iVE®1 FlUTIXSJZ-1LLCTlLT REpL$ 2E_1 I OPTIONAL ELEVAmAs 3-22-91 161-2072 Be FRAMING DETAILS 3-22-91 10-1-2002 2E_2 OFTHUNIRL ELEVATIONS 3-22-91 2-19-96 X % FRAMING DETAILS 3-22-91 0-1-2002 Bc FRAMING DETAILS 3-22-91 10-1-2002 3e SCHEDULES 6 NOTES 3-22-91 0-1-2002 Bd FRAMING DETAILS 1-13-96 10-1-2002 3b 5'400 6 NOTES 3-22-91 10-1-2002 3c SEs rRUCTURRL SI6 NOTES }1-93 10-1-2002 FIRE RATED RSSEMBLY DETAILS - 2 FAMILY 3-22-91 lo-1-2002ae FOUNDATION for h.b.-,m.r.t 3-22-91 10-1-2002 x So FIRE RATED ASSEMBLY DETR0.5 3-22-91 10-1-2002 46 FOLNORTION for jc 3-22-M 10-1-20M 2 FAMILY _ 4c FOLNDRTlw for 2da }22-21 10-1-20@ FIRE RATED ASSEMBLY DETAILS 4d FOUNDATION for 2f, 3-22-91 10-1-2002 U'PER/L04lER - 2 FAMILY }22-$ 10-1-2002 _ ae FOUNDATION for 2hAA-1 }22-91 0-1-2002 9C_3 GARAGE FIRE RATED ASSEMBLIES ALL 2002 ONA 4f FOUNDATION for 2, 3-22-M 161-2002 ZER LLOT-LINE FIRE RATED 4 FOUNDATION for b 3-22-91 10-1-2002 ASSEMBLY OCT. - I STORY ll-18-% 161-2002 FOUNDATION for 211 10-1-2002 X ZERO ■ 41 FOUNDATION for 2— 3-931 161-2002 ASSEMBLLYtDET. FIRE STORY9e 11-VL% 10-1-2002 4i FOUHA9TION for 2 3-22-95 10-1-2002 IN ATTIC HVRC DUCT SYSTEM 3-22-M 10-1-2002 A- 1567 ELECT 6 HEAT fm 2e 3-22-91 61-2002 TYPICAL HVAC DUCT SYSTEM ELECT 6 HEAT for 2b 3-22-91 10-1-2002 1% RANCH AND CAPE MODELS 4-1-97 161-2002 ELECT 6 HEAT for 2c }22-91 61-2002 TYPICTL PVRC ILUCT SYSTEM ELECT 6 HEAT for 2d,e,f, 3-22-91 10-1-2002 1� 2 STORY MODELS 4-1-97 161-2002 FI T 6 HEAT for 2h }22-91 61-2002 ELECT 6 HEAT for 2I }22-91 10-1-2002 ELECT 6 HEAT for 2yk 3-22-91 10-1-2002 _1 ELECT 6 HEAT for 2k1 6-24-93 10-1-2002 - - ELECT 6 HEAT for 0 3-22-91 161-2002 SMYE kE`F.RVED Fut Tw N]t To-x SfwY w wfRanL MUNCY HOMES, INC. - PLANT LOCATIONS ELECT 6 HEAT for 2m }22-91 10-1-2002 NOTES ELECT 6 CERT for 2n 3-22-91 0-1-2062 DESIGN LORDS: t SEE MIS n E wo P s.3 4•�s FLOOR: 40 PSF LIVING - 30 PSF SLEEPING Hoa�'-I�-E sTerc amnlro cDas. ELECT 6 HEAT for 20 3-1-93 10-1-2002 I.TJCY HOMES DIVISION DECKS AND BALCONIES: 60 PSF a Do P£vf> oro�s ak¢rx, wpiDz '�0 51 ELECT 6 HEAT for 2 3-1-93 10-1-2000- PR RATE 442 EAST, P.O. BOX 325 WIND: 90 MIN. - 120 MAX. MPH (3 SECOND GUST) m.�areoTUBL SIYIE'�SLL fs�rrtfo�,, Sm ELECT 6 HEAT for 2q 3-22-95 111 _ UNCT. PR 17756 GROUND SNOW LORD - Pg: 45 MIN. - 85 MAX. PSF m M FTIa w wan`XTa'nw' Tm' se ELECT 6 CERT f« 2r 3-22-% 161-2002 DRAWING MODEL 2m IS LIMITED TO R MAXIMUM 3. twin'TonET AHo snrn+rn RaN1 LArours sw1 w: 5q ELECT for 2t }22-95 161-2002 DWVED`R. SHT 6a.NMnln FIA11F�Q£fAyY;FS UPERIOR BUILDERS DIVISION Pg OF 70 PSF, uart wn vfNr swat SE corwum vlT, 5r HEAT for 2t 322-95 161-2aW 565' PR ROUTE 442 EAST, P.O. BOX 344 SfE aHr ss UJCY, PR 17756 USE GROUP: DETACHED ONE 6 TWO FRMILY Fce iwetIIII� se� ��D I4Ijus - DWELLINGS RND/OR TOWNHOUSES . YSTCtEN LATarts:.mL s o-BE fRpM sn Se PLANT 3: CONSTRUCTION TYPE: UNPROTECTED SNrrv.M t T wo vErn sn-L cor7t_un unH __ y SEISMIC DESIGN CATEGORY: B, C OR DS R00f'O1"s' '"w'T'aE'n wo EISS55 6n MiSCELLRNEOuS DETAILS }22-s1 o-1-zooz _ PREMIER BUILDERS DIVISION Ere twenra.E sf9¢s srau W conium uITH J eFNr of ST<TE 1567 PR ROUTE 442 EAST, P.O. BOX 337 TOWNHOUSES ARE LIMITED TO SEISMIC DESIGN s a O`iETS SAY eE Am 511E rw M.rem rwuHCRe. 66 TYP PLUMBING - Al MODELS .3-22-91 10-1-2002 as D1V191 °+ MUNCY, PR 17756 CATEGORY B. S1wSuy R0.RM MISS,w .L 'aENT reu LTH£. ss DETACHED ONE AND TWO FAMILY DWELLING5 cites M S 0R RRMM s Co A!I coor,,LE 66_3 PLUMBING for 2ybL 1 3-5697 o-1-29a2 _e Sy�ref H, LOCATED IN SEISMIC DESIGN CATEGORY C ARC IIA S'u rn T uTII wa5lrreLf SPAfF 6c PLUMBING for zm,n. .nt 3-22-M 61-2002 - REDMIRErorrs.s SST s oQ o70 13 EXEMPT FROM THE SEISMIC REQUIREMENTS OF 7 FOR Doo"wo ammo saEw.es.ENERcr suwaeY, M 131 THE RESIDENTIAL CODE OF NEW YORK STATE. °w'""N"c 3..FOR SECUrO Flout nS DETSH-1. No - 3FE oWYuc T 7T.76.n 7% ;. aanrn.e FOR LOCATION OF THIRD PRRTY LABEL, % A racwr O TSIME 51u CERTIFICATION LABEL AND DATR PLATE, SEEssTEna irauM m m x WTI,z H�m(I,A m In� - - GENERAL NOTES - 2, NOTE a7, SHT 3b. A mP.Iw1LTt ns 15 WT RL'wnRm urErt nE FIRST _ STULY I5 A BfC� I4T NEP.E THE rlII D 9JRFA2 APPLICABLE CODES: of THE R-"wUovE THE 6A4r¢M - .'y V RESIDENTIAL CODE OF NEW YORK STATE ?r TH 'w+s F¢T r<r,vf 1,E Era o mo o - NYS ENERGY CONSERVRTIONTHROUGH CONSTRUCTION CODE: PES 'TETTrIRN sat IS nE roTaL w7aDlw kirtLDto _ COMPLIANCE SHALL BE THROUGH CHAPTER 1, MASTER SERIES 3 NRE R T. fEET w91 TIE 'Ir I1 ta1r.D AMMYD L. - SECTION 101.3.1 - NYS MECcheck OR LEVEL Ar AN'POIn+. ' s. FOR nRE RATm AssErares, SET Dar.nhtas�a. INDEX '' CHAPTER S, SECTION 5 I - N WHEN USING CHAPTER MECcheck, INDIVIDUAL CflSHALL SHALL BE DONE COVER $.q( FOR EACH HOME. '- MUNCY HOMES, INC. 1567 PR ROUTE 442 EAST, PO.BOX - °r PR 177% - DRN BY DATE SCRLLL£. 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M o - NTLw FtR FLV YLnu+ tt I LRTEA0.W.RC11G )JOIST P� 071 aATg1s OR 'Ta 55oMr-AMsIRUCTIM2 BfAM1SMILQD DOR JOIST riKOEUDWTD ]eT�Am- Rwr�ssrmnootE r � ��.eTsOPTTONAL OFFSET (ONE OR TWO STORY MASTER SERIES 11 It I scra-E: �a=T'-o' RLL MODELS 511;INSTALLm ALTERNATE CONSTRUCTION DETAILS �c;aLTw MUNCY HOMES. INC. - 1567 PR ROUTE 442 EAST, P.O. BOX 246 � MUNCY. PR 17756 STNS;I F BOX FXi NF STAN ,g 4P'TONRI OFFSET (TWE] STORY UMTS) (TWO STORY LInITT9 DRN BY DATE SCRLE REV. HT NO. --T SCALE 1/T`-1'-0" Oraiaezf la'anE o]�n n.rL 3-zz-P1 srrouN 10-1-mIrz 71 .. 32' 0" I' O° U u f_________ © O \:.,e D COLUMN SPACING FOR HOUSE LOADS ARE BASED FROM ORIGINAL PLAN- SAMOLEWSKI / SPEG 1-03 DATABASE 2650B, DATE 7-31-00, DRAWN BY. LITZ GONG. WALL ALL OPENINGS IN FOUNDATION w/ BEARING WALLS ABOVE III ' y C _ (2 NIGH TO HAVE l21 2.10 '2 DOUG FIR HEADERS + ANY WOOD IN ti pL� ' E O 12x6 PT SILL PLATE) l' - nn nn 'ia 2x6 "2 DOUG FIR KNEE CONTACT w/ CONCRETE TO BE BOXED PRESSURE TREATED. _ .I B✓h ' - ------ WALL ABOVE OPENINGS INSTALLED IN WOOD FRAMED KNEE WALL IF� _ {l,(,4 ALL ROUGH OPENINGS TO BE VERIFIED PRIOR TO FRAMING. VERIFIED TO ACCOMMODATE FRAMING ALL OPENINGS !_1 I_�4� EXPOSED TO EXTERIOR TO BE CAULKED w/ FLEXIBLE CAULKING. - - of 1% �re`AD. ----- ------------------------------------------------------------------------------------------ - O YP, 10" CONC. WALL — - - - - - , m T 4' HIGH TYP, 8" GONG. WALL (2x8 PT SILL PLATE) ; I FLUMC - 4' HIGH2x8 "2 DOUG FIR KNEE; I ALL PLUMB" '.NA STE ___ __ (2x6 PT SILL PLATE) WALL ABOVE &WATER LIP!,S iI 2x6 "2 DOUG FIR KNEE TESTING 8EFOhE COVERING n o WALL A5 VF DO NOT PROCr-lD Ienrli m FRAMINIIC !IFJTI EY m OF FOt1NOr IM, ON n � HAS BE[-111 ArlI�-wFD. m ; r APPROVED AS NOTED .3 0 - v DATE B.P. y , 5-5 5-0 II NO I BUILDING DEPARTMENT AT o 765.1602 9 AM TO 4 PM FOR THE 1. FOUNDATION FOLLOWING INSPECTIONS: 1FOR `-----' ----+ `----- r • TW0 REQUIRED m n TYPICAL sr1oKE ALARM IN POURED MING & PLUMBING CONCRETE 2 OUGH FRAMING u SUTION 4. FINAL- CONSTRUCTION MUST VERIFY �' AS PER N.T.S. CODE BE COMPLETE FOR C.O. LOCATION THE CONSTRUCTION SHALL MEET � I THE REQUIREIMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS A A ` O l� m I W L , RT TB" GONG. WALL4' HIGH (2x6 PT SILL PLATE) i a 2x6 R DOUG FIR KNEE ______________________________________ 1 � WALL ABOVE , m _______ _______ _ . ' FOUNDATION PLAN m SCALE, 1/4" 1'-0" 11 c.•,'- iclg is Used to . ; O O €crs Is36•iLil�dic�i� JO ��, I'- - - - - - - sr -. �y,bt� o;aN4 be - - - .1 ; fi�b`P_-rte — - ui JERSCERillICUTe � _ ?OCGUPANCTC ° rQUIkCU USE IS OUB ,B,++T'F'g1� __ WITHOUT CERTM,r, OF OCCIjP!#XCy SAMOLEWSKI RESIDENCE FOUNDATION 7800 ALVAHS LA. CUTCHOGUE, NY DRAWING NUMBDRAWN BY r{Soc, ` IoW"T (gni �� vee 1 OF REVISED vDATE February 08, 2003 N) CLIMATIC AND GEOGRAFIPIC DESIGN CRITERIA GROUND WINO 6EISMIG FROST WINTER ICEfiHIELD FLOOD SNOW 6PEED DESIGN WE4THERING LINE TERMITE DECAT w"rER IINDERLAYMENT HAZARD6 LOAD MP:U CATEGORY DEPTH TEMP. REpIIIRED 45 LB6 I]O B SEVERE 4 FT. MODERATE SLIGHT TO II NONE - TO HE4VT MODERATE GENERAL NOTES: COLUMN HEIGHT TO BE ADJUSTED 1) PT SILL PLATES TO HAVE 1/2"x16" ANCHOR BOLTS 6' OC&W/I 1'OF ENDS. FOR BEAM FROM HOUSE PROVIDE w/SILL GASKET& COP-R-TEX TERMITE SHIELD 2), DAMPPROOF EXTERIOR OF FOUNDATION WALLS WITH A BITUMINOUS COATING 3) PROVIDE 6 MIL. POLY TO EXTERIOR OF WALL PRIOR TO BACKFJLLv 10" OONC. UJI 4) TYP 4"THICK CONCRETE FLOOR wi 2.5 PT SILL s m 2x& KNEE WALL ABOVE 5). PERIMETER DRAINSTO BE 4" PERFORATED PVC AND PLACED z FBELOW ELEV OF INTERIOR SLABS AND SLOPED TO STORM uNLEss OTHERWISE NOTED ON PLAN: b DRAINS OR OTHER APPROVED DISBURSMENT AREAS. USE a" conic. FILLED COLUMNS - v PROVIDE APPROPRIATE CLEANOUTS 6). PROVIDE FLASHINGS OVER ALL EXPOSED WINDOWS AND DOORS APPLY WITH CARE ASSUMING SIDING WILL LEAK GROSS SECTION 7) SMOKE DETECTORS TO BE LOCATED AS PER SECTION R317, N Y S RES.CDNST CODE SCALE. V4" = '-Q" EXTERIOR WINDOW AND DOOR SCHEDULE EXPOSURE CATAGORY: C ALL WINDOWS A DOORS TO BE INSTALLED AS PER MANUFACTURE'S INSTRUCTIONS. ANY ADDITIONAL INSTRUCTION FOR WINDBORNE 4 DESIGN PRESSURE REQUIREMENTS MUST BE FOLLOWED TO COMPLY WITH N.Y.S. CONSTRUCTION CODE. ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN-PRESSURE REQUIRED. ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER N.T.S. RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION RI&O5.1.4 FOR ALTERNATIVE OPENING PROTEGMON !VERIFY ALL ROUGH OPENINGS PRIOR TO FRAMING) UNIT GLAZING MIN. De REO DPRATNG HEANRODF RDDF ALTERNATIVE FOR OPENING PROTECTION srn an CATALOGUE Np. DescRIPnON ROueu OPENwG 5O FT EGRESS sr a-VALUE , / zoNE HEIGHT PITCH NOTES WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM A 2 N/L34210-2 MULLED DOUBLE HUNG TOx31-1,4 IOY iso 1.01 O 2B 24 T/-4LB Bol 5 E, 5" ANDERSEN zoo BERIES N.P. WDUL w/DP. KIT PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED B 2 CW235 CASEMENT WOW, 4'a,3's-3/B IEL, 5.1 12.0 020 241111.. Boi 5 :Bi E" ANDERSEN 400 SERIES H.P. HOW. OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609 1.4, 1609 6.5 AND TABLE 1699.1.4) G 2 wi,4432 DOU4L1. 4PNL PBL 56 HUNG 5- DOOR 3638 6 5-14 1193 4.44 e.OB O.]9 ]4.T/'1 B 601 5#., S'- TLFFHATRU BRAND TABLE 1609.1.4 5 �.� D a 2164 2I 0.16 2Ss,=2.5 vn 4 le THERMATR-1SMOOTH5TA1RF,GDOOR WINDBORNE DEBRIS PROTECTION FASTENING 'J, SCHEDULE FOR WOOD STRUCTURAL PANELS P E N/L30210 DOUBLE HUNG 32-I/0x3'I-I/4 9.13 350 629 0.28 33.e/-44.8 B01 5 IBI 5" ANDERSEN 200 SERIES H.P IWpW, m/ pP KIT � FASTNER SPACING INCHES FASTNER PANEL SPAN12 FEET<PANEL 4 FEET<PANEL6 FEET<PANEL TYPE < 2 FEET SPAN <4 FEET SPAN<6 FEET SPAN <8 FEET 2-112"#6 WOOD SCREWS 16 16 12 9 2-1/2#8 WOOD SCREWS 16 16 16 12 �PB�a�a� L1mrT50 I o SAMOLEWSKI RESIDENCE FOUNDATION 7800 ALVAHS LA. CUTCHOGUE, NY DRAWING NU BB I DRAWN BY DATE February 93, 2003 2 OF REVISED GENERAL NOTES ALL CONSTRUCTION TO BE IN COMPLIANCE WITH NEW YORK NAILING SCHEDULE STATE RESIDENTIAL CONSTRUCTION CODE AND19955BC CONSTRUCTION NOTES: WIND FRAMING NOTES HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL 1) The Information wilhm this set of construction documents Is related to basic design 1) RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: intent and framing details.They are Intended as acenstmcuonaid,notasubatlluts 1-114"x 20 gauge strap shell be attached to each pair of rafters In commerce to table 34 JOINT DESCRIPTION NAIL JEACHT0_E_ NOTES CLIMATIC & GEOGRAPHIC DESIGN CRITERIA far generally accepted good building practice and compliance with current New York When a cstartie Is used in leu of a ridge strap,the number of IDM common nails required QTY G .� Slate hulloing codes The General Contractor Is responsible for providing standard in each end of the collar tin need not exceed the tabulated number of 8d rads in the soap RAFTER TO B'WALL 9-Bit COMMON GROUND WIND SEISMIC EFROEST WINTER ICEBHIELD FLOOD construction details and procedures to ensure a pmfessonaly Meshed,s[mcmraly TOP PLATE 10'WALL 4-Bit COMMON R TOE NAIL SNOW SPEED DESIGN WEATHERINTERMITE DECAY DESIGN UNOERLAYMENT sound and a weatherproof completed product 2) RAFTER-TO-WALL ASSEMBLY LOAD (MPH) CATEGORY TEMP. REQUIREDHAZARDSLateral foaming and shear wall connections for rafterceiling or truss to top plate shall he in CEILING JOIST B'WALL 3-8d COMMON I TOE-NAIL 2) The General Contractor is responsible for ensuring that all work and constmctlon accordance to table 3 3 When a rafter or buss do not fall en line with studs below,rafters TO TOP PLATE 10'WALL 4-Bit COMMON 45 LBS, 120 IS SEVEREMODERATE SLIGHT TO 11 NONE meets cunent federal,state,county and local codes,ordinances and regulations,etc or trusses shall be attached Im the wall top plate and the wall trip plate shall be attached Ir CEILING JOIST TO AS PER TABLE 3] FACE TO HEAW MODERATE These codes are to be considered as part of the specifications for this building and the to the wall stud with Uplift connections Roofs overhanging the rake side of ilii bmlding PARALLEL RAFTER WFCM-SRC NAIL should be adhered to even of m variance with the plan shall be Connected with uplift connections in accordance with table 33c CEILING JOIST LAPS AS PER TAB LES] FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 3).Dimensions shall take precedent over stated drawings 36 WALL-TO-WALL ASSEMBLY OVER PARTITION WFCM-SBC NAIL (DO NOT SCALE DRAWINGS) Wall studs above and studs below a door level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 34 FACE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTEP.MEOIATE NOTES accordance with table 3.3b When wall studs above do not fall In line with store below,the TO RAFTER WFCM-SBC NAIL AT PANEL EDGES SUPPORTS IN TI IE PANEL FIELD 4) The designer has not been engaged for construction supervision and assumes no studs shall be attached to a common member In the floor assembly with Uplift connectors in BLOCKING TOE 4'PERIMETER EDGE ZONE 8d COMMON-@ 6"O C ed COMMON @ 6"0 C SEE NOTES 1,3 responsibility for constructed Astounding with these plans,nor responsibility for .around.wnh table 3 3 2-Bd COMMON construction means,methods,techniques,sequences,or procedu es,or do safety TO RAFTER NAIL INTERIOR ZONE Bit COMMON @ 6"O C 8d COMMON @ 12"0 C SEE NOTES 1 (BOTH FIELDS) precautions and programs in connection wlh the work_There are no warranties for a 4) WALL ASSEMBLY TO FOUNDATION RIM BOARD 2-16d COMMON EACH END _ _ NOTE 2 FOR PANEL FIELD specific use expressed or Implied In the use of these plans First wall surds shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER END NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 5tl COMMON @ 4"0 C 6d COMMON Or 4"O.0 SEE NOTES 1,3 connectars.Sleet straps shall have a minimum embedment of]inches in concrete WALL FRAMING: NOTES 5) Refer to the Window and Door schedule for exterior openings foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under the plate and nailed In accordance with table 3 3b When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL coNOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 6) The General Contractor is to ensure that masonry or prefabrased fireplaces meets bottom plate,3 inch square washes shall be used with the anchor bolts Anchor boll CITY, SPACING or exceeds manufacture's specifications and applicable codes spacing is to be spaced and sized In accordan cc to table 3.2a_In addition to spacing, TOP PLATE TO 2-1Gd COMMON PER FACE NAIL I) For roof sheathing wtthin4feet of the perimeter edge of me moo,including 4feet on each mile of the roof oak, anchor bolts are to he spaced between 6-12 orches from the and of a sell plate and all TOP PLATE FOOT SEE NOTE 1 the 4 foot perimeter edge Fore attachments required shall be used p ]) The General Contractor is to consult with the owner for all butt-in items corners. TOP PLATES AT JOINTS FACE such as bookcases,shelving,pantry,closets,trims,etc 4-96d COMMON INTERSECTIONS EA SIDE NAIL 2) Tabulated 12 Foch o it nail ppaang assumes shealheng attached Im rater I rums framing members-with Geo 49 5TYPE EXTERIOR BF CONNECTIONS: STUD TO 24 FACE For Gaming members with�042<Gc049,the nail spacing shall be reduced to 6 inches o c 8) Wind load regwrements shall he taken Into account during constructed Type pe I exterior a r shear walls With a molmum of]I1fi Inch wood structuralpanel on[ha exterior 2-116tl COMMON STUD O C NAIL attached with ed common nails at B'o c at the panel edges and 12"or,in the field,add 3) Tabulated 4 inch o c "all spacing assumes sheathing to rafter/truss framing members whh Gap 49 For FOUNDATION NOTES: 1/2 inch gypsum wallboard on the interior attached with 5d cooler vans at 7"o c.at panel HEADER TO 18"0 C FACE q 049,the pall spacing shall be reduced ro 3 inches a r acres and 10"o c In the field shall be in accordance with the length requirements speeded HEADER 16d COMMON ALONG EDGES NAIL framing members with 042<G< 1) The GeneralContractorand Masontoreviewplans, ical glade details and notes to g g q determine intended heights of finished Floors)above typical grade in table 315a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS PLATE TO STUD 3-1Bd COMMON PER 2x6 STUD NAIL 2) All rgawgarommt on gmtllatgrbed(virgin)sail Type t exterior smalwatls shalt meet the Conern ands of table 3,5aA Jim as d,e appropriate GOTTOMPLATETo PER FACE NAIL WALL SHEATHING REQUIREMENTS FOR WIND LOADS: length adjustment factors in table 316 FLOOR JOIST,BAND JOIST, 2-1Bd COMMON FOOT SEE NOTE 1,2 3) Provide 112"expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING SHEATHING LOCATION NAILELEDSPACING NAIL PORTING AT INTERMEOIgTE NOTES concrete or masonry walls ocruring in exterior or unheated Interior areas AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ]) INTERIORSHEARWALLCONNE table FLOOR FRAMING: — Allowable sidewalk lengths provided In table 314 shall be permitted to be Increased whenL NAIL � fflifiaSEE NOTES 1,3(BOTI-I FIELDS) 4) Any new Concrete walls being attached t°existing concrete structure shall mtenor shearwallc areused,shealheng and connections shall be in accordance with JOINT DESCRIPTION ST TOOTIY SPACING G NTOES INTERIOR ZONE Btl COMMON @ fi'O C Bd COMMON @ 12' O C NOTE 2 FOR PANEL FIELD be installed with N4 re-mar,1B"long at t2"oc_Use approved epoxyfor installation 24g2and224respectvely 'OC SEE NOTE 3� th 5) Unless 4Inch tthi noted all slabs o l grade ro wire a 00 maps Concrete to io 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER 4-Bar COMMON JOIST NAIL NOTES poured on 41nch thick sand or gravel 011 with Gx6 wne mesh remforong Interior slabs Header Radler girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE to be minimum 3-I12 Foch thick with table 3 5 Window sell plates shall be have steel corrosions In accordance with table TO JOIST 2-Bit COMMON END NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY ba Crawl spaces n be provided f WIN r minimum 18"-.are access opening Install one 35 BLOCKING EACH TOE I) For wall shealhen within 4 feat of tl,e corners,the 4 Idol cu p&cast iron foundation vin!for every 150 sq ft of area TO JOIST 2-ed COMMON END NAIL 9 gu zone attachment requirements shall 9).CATHEDRAL CEILING ASSEMBLY be used 7_Frostproof exlenor of foundation Willi bituminous coater as per sudden R406 of Where a ridge is to he used as a structural beam,the raiders shall either be notched and BLOCKING TO: EACH TOE 9 Pecurfic 3-15d COMMON N Y Sl Residential mienConstruction orCode A was priorpolyethylene flim shall be applied over produced o"top of the beam th slop°cg Tonne shall to attached to each rafter-t.be be SILL OR TOP PLATE BLOCK NAIL 2 Tabulated 12 inch o c nail spacing the below rade sitar of exterior walls pp aeon the o ) p g assumes sheathing attached to stud ted to members c g portion prior 1°backfllmg g pen coping earl of the building Connections to ilii ridge and wall shall be be LEDGER STRIP EACH FACE G,0 49 For frammq members with 0 421G the naJ s attached with the stove requirements TO BEAM 3-1Bd COMMON JOIST NAIL pacengs shall he reduced to 6 inches o c B) Drainage as per section R405 of N V S Residential Construction Code DECK AND COVERED PORCH NOTES: ___JOIST ON-LEDGER PER TDE 3) Far exterior panel siding,galvenlzed box nails shall be pamii[ted to besubstifthad for common rails TO BEAM 3,Bit COMMON JOIST NAIL FRAMING NOTES Unless cupboards noted,all framing material to be d1 ACO pressure treated lumber TO JOIST PER END 1),All framingthorns nes and methods as All fasteners,hangers and archaic to be galviniz.d or stalnlees steel 3-16d COMMON q prescriptive TDdatsT JOIST NAIL ANCHOR BOLT CONNECTION FOUNDATION 1/2" DIA. ANCHOR 5/8" DIA. ANCHOR Edition Wood Framing Conslmdmn Manual 2).Girders for declVoustS to be(2)2x10,bolted l°each post wild washers and nuts BAND JOIST TO PER TOENAIL SUPPORTING BOLT SPACING BOLT SPACING 2).Unless otherwise noted,all framing and structural wood material to be N2+BTR intoes an concrete pini shall be anchored with proper steel connectors anchored SILLDR TDPPLATE 2- ,Bit COMMON FOOT SEE NOTE'1 Douglas Flr into concrete with amimrtium ll2"dlax]"long anchor holt with washers and nuts ROOF EATHINI s).Posts stardom,seders shot be..shared to a l2"x12'-.12^rolck zearld ranting. JOINT DESCRIPTION x NAIL Nares SILL PLATE TO FOUNDATION 1 STORY 3) Floors,walls,ceilings and raiders!o be spaced at t6lnches o.c.unless noted Use a minimum 1/T'tlea x7"long anchor bolt with washers and nuts Footings Shall DTv SPACING (CRAWL SPACE OR FOUNDATION) 46" O.C. 72" D.C. ptherwese be4R below grade AS PER TABLE 3B STRUCTURAL PANEL Bd WFCM -SBC 4) umessotnerwiseeoted,aubearingwafneadersmte(2)2x19n2+BTR Deng Fel 4) oaakj°eslsmhaveblockingatBraad SILL PLATE TO FOUNDATION 2 STORIES 23" O.C. 36" O.C. Bearing wall headers to have(2)jack studs and(2)full length studs on each aide of ell CEILING SHEATHING: openingsLVLLocal richave(3)lack studsand(2)did length stood aeach aide or (CRAWL SPACE OR FOUNDATION) openings Bearing wall window sills shall also have(2)window will plates for 2x4 wall 5) A minimum of 10 inch 9ashmg shall be installed between the bulldmg and ledger JOINT DESCRIPTION NAIL NAIL NOTES openings hetween 4'1 and 6'B and 2x6 wall openings between 5'11 and B'9 Provide ore Ledger to be fastened to building with 7/2"die bolts with washers and nuts OTY SPACING Where 1-2 STORIES 36" O.C. 57" O.C. add openings gwhere 1 and cvI=suM ]^ oc EDGE WALL BOTTOM PLATE TO FOUNDATION S 1 C00LERIs WALLBOARD 10"O C FIELD 5) All flush beams/headers to be installed with heavy duty galvinlzed hangers and fi).Concrete peers shall be a minimum 6"above grade. (SLAB-ON-GRADE) °rrhorswhomappfcableroellcandectengj°este, WALL SHEATHING:T, All joists lo be agpp°dedwith hangers ard°nrtem Each Joist shall also be anchored NAIL ALTERNATIVE FOR OPENING PROTECTION 6) Double v floor era joists under walls hell run verified for roper load h andrUnderly mak bathtubs to gurder(s). JOINT DESCRIPTION DTV SPACING PNOTESFloors to have ceramiv rile installed shall be vented(or proper load capacity unless noted 6) Covered Roofs shall be assembled and anchored the same manner ase l bi kiln STRUCTURAL AS PER TABLE 3 WOOD SPAN OF 8 FEET SHALL BE PERMITTED THI OPENING GOF PROT ANDMAXIMUM IN MUM an plans. typical 9 PANELS ed COMMON pypCM-sec PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ]) Provide blockmgAnd9ing Infoor)rnso at 8'0 o c Use solid blocking in iloor)oldle PLUMBING NOTES PANES WFCM-SBC ONE-AND TWO-STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED under all bearing walls 1) All water supply,drainage and venting to be lnslelled as Der N.VS Resedenhal PLYWOOD Ed COMMONtk_� OPENINGS WITH ATTACHMENT HARDWARE PROVIDED Construction Code GYPSUM (REFER TO SECTION 1609 1.4, 1609.6 5 AND TABLE 1609.1 4) B).Provide t"sulato"baffles at cave vents between rtters.Install draft blocking as WALLBOARD Ed COOLERS needed 2).Verify septic system with the Engineer for SuffolkCouriHeal,Department opprovel TABLE 1609.1.4 FLOOR SHEATHING: WINDBORNE DEBRIS PROTECTION FASTENING 9) Unless otherwise rated,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 3) If wall studs,plates orloiste are cut out during inslaltalled far any plumbing elated work, JOINTDESCRIPTION NAIL NAIL NOTES cOx exterior mheamms srade plywood.PtyWagd to rover over plates and headers pmvlde adequate boring and plates to protect and secure trio elmrtue vetty with the DTY SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS stale code add manufacture's recommendation for maximum hole size and spacing permuted STRUCTURAL PANELS 6"O C EDGE 10) Unless°lnerweae noted use 314"thick T&G PTS Fir or Advanlech plywood subnoor 1"OR LESS 8d COMMON 12"O C FIELD FASTNER SPACING (INCHES) adhered unN PL400 adhesme and screwed to nooUoests Finished floors be installed HVAC SYSTEM NOTES FFAPANEL SPAN2 FEET< PANEL4 FEET< PANELfi FEET< PANEL °ver subFloor as poomanufacture's mstuchds 1 Mechanical subcohractons responsible for dabbed,In all upplmable codes and safely NOTES: 2 FEET SPAN<4 FEET SPAN <11).All bathroom walls to have 112"think moisture-resistant sheelmck Garagewallsand requirements 6 FEET SPAN < B FEET ceNmgs and over fumace to have 515"thick type-x sheelmck All other parts of building THESE NOTES ARE ONLY TO BE REFERRED TO IF to have regular 112"sheelmck All walls to be taped and finished 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY 16 16 12 oqutpment supplier. _1) Builld,regmemehs are based on wall sheathe r,12) All root wnh a at[ro less thaneTI 2 ap shall be Ia Fuelled with a"Ice a Water bonier or 16 16 16 12 approvedequal Flat roofs shall to applied with a Feberglae base sheet with an EPOM 3) HVAC subcontractor to pruvede final system layout drwing and submit R ro the General naled F"3"on-ter at int°panel edge,Ie wall sheathing torch down type material over Crntracmr and owner[or final renew and approval is nailed s"on-center at the panel edge 1°°ricer higher shear capacities,nailing requirements for sW crural 13) All sill plates and wood In contact with concrete to be pressure treated Sell plates to ELECTRICAL NOTES: members shall be doubled or alternate connectors, xx be installed with a foam sill gasket r-tax termite approved t such asshdarRisks,shollbaasedtomaintain loadPaul SAMOLEWSKI RESIDENCE gas p- pp qua 1) All electrical to be installed as per NY S Residential Construction Code 2).When wall sheadrmg Is continuous over remarried 2) All eledncalWork shallbeapproved byaqualified Underwnter members,thetabulated number ofna!is shall bepermitted `�QVy FOUNDATION 3)_Install smoke defectors and Carbon Monoxide detectors throughout as per section R317 to be reduced rot -16d nail per fool of N V.s.Residential Construction Code 7800 ALVAHS LA. CUTCHOGUE, NY DR+A�WING NUMgBER DRAWN BY L--QF--d— REVISED DATE March 11, 2003 lo'-lo" ' -------- - --------------- - ,r `--- -- - -- - -- ------------ e'-0" 4'-9" D I �--------- -------------------------------------------------- ; COLUMN SPACING FOR HOUSE LOADS ARE BASED FROM ORIGINAL PLAN: SAMOLELUSKI / SPEC 1-03 DATABASE 26806, DATE: 1-31-00, DRAWN BY: LITZ I iI I ° ALL OPENINGS IN FOUNDATION w/ BEARING WALLS ABOVE I • 13' T" 3 " TO HAVE (2) 2x10 •2 DOUG FIR HEADERS a ANY WOOD N L n " ______ __________________________ __ TTP. 10" GONG. WALL I ; CONTACT w/ CONCRETE TO BE BOXED PRESSURE TREATED. O 2x6 "2 DOUG FIR KNEE a ' OPENINGS INSTALLED IN WOOD FRAMED KNEE WALL. r 4 HIGH , r — a 1E6L TTBSILLEPLATE) ; ALL ROUGFI OPENINGS i0 BE VERIFIED PRIOR TO FRAMING. ------- -- - -- - ---- ---- `� VERIFIED TO ACCOMMODATE FRAMING. ALL OPENINGS - EXPOSED TO EXTERIOR TO BE CAULKED w✓ FLEXIBLE O CAULKING. I ' I I ' I ' 3'-I46" 4'-Sks" I ° r I I m i I m TTP. 10" CONIC. WALL I 4' HIGH TYP. 6 OONC- WALL (xS PT SILL FIR KN I r (1 HIGH ______ ]x8 L2 DOUG FIR KNEE 4 ' x6 PT SILL PLATE) • -'' WALL ABOVE I o 2.6 •2 DOUG FIR KNEE O - WALL ABOVE r I I ; I I , I r I I r l ' i O I I ] ll CHIMNEY I I i i I I I I L ° I 5'-5„ 5 loll I I I � i 1r-51hrrA' 4 ' v r I Q Q - TYPICAL SMOKE ALARM VERIFY AS PER N.Y-S- CODE o LOCATIO (, III M,y 92003 •----- - I Y IIPY � N A O m y: OF NE6yY .g�P .DEF I I I r I , A.f ___ r_ TYP. 10" CONIC, WALL - I `___ ____l_ __________________________________________________� m O (2x6 PT SILL PLATE) 'f GE R KNE ALL A50VE O l'-0'h" 3-146 4'-]16° 3'-146° 41-4" I I I N I 10 TWA m IN • I x, X1520 " LL FOR q" THICK BRICKS 3r-0n lr On 66u Tr Orr 3r-0n 26'6" 32'-Ori SAMOLEWSKI RESIDENCE 56'6° FOUNDATION PLAN FOUNDATION SCALE: 1/4 11-0 7800 ALVAHS LA. CUTCHOGUE, NY DRAWING NUMBER DRAWN BY 1 OF I REVISED DATE May 14, 2003