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HomeMy WebLinkAbout30614-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31747 Date: 08/10/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2055 GRANDVIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 14 Block 2 Lot 3.20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 16, 2004 pursuant to which Building Permit No. 30614-Z dated SEPTEMBER 2, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT & REAR PORCHES AS APPLIED FOR. The certificate is issued to GOLD CREEK CONSTRUCTION (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-90-0185 06/23/05 ELECTRICAL CERTIFICATE NO. 5060 02/15/06 PLUMBERS CERTIFICATION DATED 01/31/06 THREE B'S PLUMB.&HEATING uth rize Signature Rev. 1/81 Form No.G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual 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. Aproperly_ggmpl Tl ication and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Buildir{&l4 for shall state the reasons therefor in writing to the applicant. C. Fees 1. CertQQ 3Occupancjo-New dwelling$25.00, Additions to dwelling $25.00,Alterations to dwelling$25.00, Swimming pool$25.00, A cessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Oecupancy Pre-existing Building- $100.00 3. Cppy_of ccrtificaf pancy-$.25 _E Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. -)3 R rel, New Construction: / Old or Pre-existing Building: (check one) Location of Property: o205-5— rxx.r> Urt House No. Street Hamlet Owner or Owners of Property: Cmclp cAe-e_K ccnt i Y1om u-n Suffolk County Tax Map No 1000, Section �1J/� Block Z Lot Subdivision I Filed Map. Lot: Permit No. 306y Date of Permit. 2 O Applicant: 61O W ( T� Cpy J( i16Yr Health Dept. Approval: &-s Underwriters Approval: yrs Planning Board Approval: ti�q Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 05. dZT Applic t Signature co 2, 31)y-) 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. 30614 Z Date SEPTEMBER 2 , 2004 Permission is hereby granted to: GOLD CREEK CONST. DEPOT LA. CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT & REAR PORCHES AS APPLIED FOR at premises located at 2055 GRANDVIEW DR ORIENT County Tax Map No. 473889 Section 014 Block 0002 Lot No. 003 . 020 pursuant to application dated AUGUST 16, 2004 and approved by the Building Inspector to expire on MARCH 2 , 2006 . Fee $ 1, 916 . 10 Authorized Signature ORIGINAL Rev. 5/8/02 ie�CY✓1 �T3Q �;1 zosS G;�r�.11J�]le� fin, o�1i`tiT Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street• Center Moriches,New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application:5060 Date:2/15/06 Issued to: Gold Creek Builders Address: 2055 Grandview Dr Village: Orient Introduced By:: Shore Electric License#:3660-ME was examined and approved up to the above date and was in compliance with the NEC AMC❑x lstRoor❑X Residential❑x Pools Det Ger Baserrlertt❑x 2nd floor❑X Coninwaad Hat Tub Addition Switches Receptacles Fixtures G.F.I. Cooktop-Gas Smoke Detectors 62 70 92 B 1 7 Fans Dishwasher Washer/Amps Dryer/Amps Gas Wall Oven Carbon Monoxide 4-Ex Bath 1 1 1 1 2 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers 1 yes 5 1 1 Meter Amps Phase Motors 1 300A UG 1 Other Equipment: 4-Zone A/C 1-Well Pump 1-Wine Cooler 1-100A Sub Panel Out Res ✓1� saxes _ ��'��.�ies�i'�' This certificate must not be altered in any manner oe& z T own 1 Intl. 53095 Mnlo noad rV = rnx (5 16) 765.1623 try P. O. Box 1179 S Telephone (516) 765-1602 Southold, New Yo:k 11971 S y�o! � �ao�jlltt OFFICE OF THE BUILDING INSPECTOR TOW14 OF SOUTHOLD C E It T 1 r I C n T 1 0 N ro w ll1VTE: January 31 , 2006 Building Permit No . 30614 Owner: �'LS Tn t)CrilO�• (please print) Plumber. : TiTe�_ .$_:s_ Plumbing, ._Heatin.g & A/C Corp. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( lumbers Signature) Sworn to before me this 31st day of January . X20-06 Notary Public, Suffolk County Rlleen M, Roache Notary Public,State of New York No.4826942 Qualified in Suffolk County Commission Expires January 31,2010 OF SO4Ty�6 • TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 40 0- DATE -DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IIN/NSt��ON [ ] FRAMING ll-} INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE a INSPECTOR I *OF SOOlyQv TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING -[ FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTI DN REMARKS: -. ,� - DATE �� INSPECTOR JOHN TEUFEL, PE - PROFESSIONAL ENGINEER ` 5 ; 707 ROUTE 110, SUITE A-1 FARMINGDALE, NY 11735 631-755-7920 Fax 631-843-8190 February 11, 2005 04-287 TO: Town of Southold Building Department FRAMING, PLUMBING, & INSULATION CERTIFICATION PROJECT: Permit No. 30614-New Two Story Residence at 2055 Grand View Drive, Orient Point, NY Based upon my inspections, I certify that the above framing, fire stopping,plumbing, & insulation has been constructed in compliance with the approved plans and the Residential Code of New York State as well as all other relevant codes and standards. I also certify that I have witnessed the functional testing of all supply and drainage plumbing with acceptable results. Please contact me if you have any questions or comments about the above. FESS% . t. JOHN TEUFEL, PE PROFESSIONAL ENGINEER MAR 15 707 ROUTE 110, SUITE A-1 FARMINGDALE, NY 11735 _ -J 631-755-7920 Fax 631-843-8190 October 25, 2004 04-287 TO: Town of Southold Building Department FOUNDATION CERTIFICATION PROJECT: Permit No. 30614 -New Two Story Residence at 2055 Grand View Drive, Orient Point, NY Based upon my inspection, I certify that the above foundation is structurally sound and has been constructed in compliance with the approved plans and the Residential Code of New York State as well as all other relevant codes and standards. I also certify that all protruding form ties have been clipped and sealed with concrete and that the foundation waterproofing has been completed. This work has also been completed in compliance with the Residential Code of New York State as well as all other relevant codes and standards. Please contact me if you have any questions or comments about the above. 2 AROFESS�O` r � FIELD INSPECTION REPORT DATE COMMENTS c� O FOUNDATION(IST) a ------------------------------------ FOUNDATION(2ND) - b z 0 Ate ' ROUGH FRAMING& PLUMBING y VJ Z INSULATION PER N.Y. y STATE ENERGY CODE r m O FifS' .E,. �✓t FINAL > c TI'IONAL CO ' TS _ O '� g z m i A W V > b � s � - z � r -o x � v o �, y 3, :a Q TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 0 55 VILLAGE DIST. SUB. LOT 16 I e-kf+ GYOW4 vj -f FO&E WNER r N E AGR. 1,0961 S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS e.,4rsy I q -o . s' d e 6 a ; 1jWA AIR c� o I o�o � s -✓ Q' s - L{ 5 - r �sF fio Cask• S 0 o a - -L d1h5ar - h 11e aro G Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING BIPARTMENT 7 16 2004 Do you have or need the following,before applying? TO" ALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planting Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check- Septic heck Septic Fpm N.Y.S. E.C. >>yy Trustees Examined ��a> 20� Contact: Approved,20 L9 Mail to: J701�t LN Disapproved a/c CA-e.NOG,e ,N7 1/93 j Phone: 01- 73`/-5;-/ y� Expiration -3 - 20-Pe-6 ('31- �3`/- 63q 7 CC(C Building Inspector APPLICATION FOR BUILDING PERMIT Date Z-mocy , 209�L 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 issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. r L�60�,O Cstoelc CW5M(JCf-1d&I ,(K. (Signature of applicant or name,if a corporation) 1070 ` e LNS Mailing address of a plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Ckx1/J22 *- DCII LDe-R. Name of owner of premises C IaLn C'P�E K C rw S rn.s c�l owl �.t1C' (As on the tax roll or latest deed) If l;ct i rporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 13ffer8rnujo,n1blogg- kdJ0A1CA- Electricians License No. 3660) IYIE Other Trade's License No. 1. Location of land on which proposed work will be done: oQOSs- ` m, House Number Street Hamlet 3-aO County Tax Map No. 1000 Section /�/ Bloc il` A � _ )Z- Subdivision empie OF Cinrwwutu� Bm IFS Fi� mipiN l tl_ 3 Lot do- /A (Name) t;nwr S Ja t e M noiumnnwl 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: , a. Existing use and occupancy VAC't T&Ti- b. Intended use and occupancy /�12w ►}pUfie 3. Nature of work(check which applicable): New Building­j( Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0-0 ,C 2 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 Z. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front ,U/A- Rear____/u Depth N1iA Height .JIA Number of Stories 6:;;& Dimensions of same structure with alterations or additions: Front N`J4- Rear , X14 Depth aza: Height NI—A Number of Stories eev 8. Dimensions of attire new construction: Front7y Rear 771� Depth �3 Height VO QA J?i0c2_ Number of Stories Z. 9. Size of lot: Front Loj C Rear /60 �O�r Depth 3I$,F f v 303. r 10. Date of Purchase9 Name of Former OwnerC Ck!w,- r- M. AeLieMnn 1. Zone or use district in which premises are situated�J 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO-X' 13. Will lot be re-graded? YES_NO/Will excess fill be removed from premises? YES_NO_ 14. Names of Owner of premises C,a,O aiccy ca Ar.Address to'7a oefbT-'CACiMQ Phone No.73Y S7 V/ Name of Architect'""-17EUfu.. TIS Addressfmmm, y--D cte-,6�y Phone No £rya 19Y9 Name of ContractorGia-ncnieeic CoAysrn. Address e rCuyCu3cttiiaePhoneNo. 7'TV- 0y/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. T— b. Is this property within 300 feet of a tidal wetland? * YES NO �( * IF YES, D.E.C. PERMITS MAY BE REQUIRED. T 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) T�I]AJRL -1 SAL11 t7TJ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Heisthe C1gRbctATc OfFlc`eR , T3c�[tD'esq 4 OWAX'a . (Contractor, Agen, 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. Sw t before me s day o 2(1 _ Not bli Signature of Applicant Nd" �Z�113 1MIt �IQIIIMbn W Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\GOLDCREEKG RAN DVI EWdr.rck PROJECT TITLE: New 2 Story Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or Family I(EATING TYPE: Non-Electric DATE: 08/16/01 DATE OF PLANS: 6-9-04 PROJECT DESCRIPTION: Grand View Drive Orient Point, NY DESIGN ER/CONTRACTOR: John Teufel, PE 707 Route 110, Suite A-I Farmingdale, NY 11735 COMPLIANCE: Passes Maximum UA=656 Your Home UA =623 5.0% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Flat Ceiling or Scissor Truss 2287 19.0 0.0 117 Wall I: Wood Frame, 16" o.c. 3721 19.0 1.9 179 Window I: Vinyl Frame:Double Pane 486 0.380 185 Door I: Solid 88 0.400 35 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2287 19.0 0.0 107 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 Con uction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting his/her knowledge, belief,and professional judgment,such plans or specifications are in compliance Y Builder/Designer Date -�7-0 M Na .c,�4'O_8143� �� REScheck Inspection Checklist New York State Energy Conservation Construction Code RES check Software Version 3.5 Release le DATE: 08/16/01 PROJECT TITLE: New 2 Story Residence Bldg. Dept. Use I I Ceilings: [ ] I. Ceiling I: Flat Ceiling or Scissor Truss, R-19.0 cavity insulation Comments: Above-Grade Walls: [ ] I. Wall I: Wood Frame, 16" o.c., R-19.0 cavity+ R-1.9 continuous insulation Comments: Windows: [ ] I. Window I: Vinyl Frame:Double Pane, U-factor:0.380 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: ] I. Door I: Solid, U-factor: 0.400 Comments: ( Floors: ( ] I. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: 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 I)Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: f ] I 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: 1 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. I Duct Construction: [ ] I All joints,seams, and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. F_rrepGon: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. [ J The HVAC system must provide a means for balancing air and water systems. Temperature Controls: f ] I 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 I. I Circulating Hot Water Systems: [ ] 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 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. 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 I" Up to 1.25' LS'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, Alinimunt insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1"and Less 1.25'to 2" 2.5" to 4" Heating Systems Low Pressure/remperature 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) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/18/04 Receipt#: 1951 Transactiorl Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 1951 Total Paid: $10.00 n 1 Name: Gold, Creek Building Co Corp 1070 Depot Lnl Cutchogue, NY 11935 Clerk ID: LINDAC Internal ID:99660 1 du 1 L' Applicant/ Date. Owners Name:.. -> �•wc���- Reviewed: - Architect/ Date Engineer: L �o.. /� __ Submitted: SCTM #: District: 1,000 Section: 131ock: Lot: 3� Project - ('� Subdivision Location: �� ti �� � - v f—� Name: r Sin&le&separate Required el� " certification: (Yes f No) /� � Req Req. !_auinp t>istrict:_ L_ = (Lot sizer If1J11 Aaual: � _ �I trot coverage �_I'rutw,�) .t+ Req RW /l f R W- Irront Yard Proposed:—�J [Side Yard J.I Proposed: I (RearYard 5af Proposed I Project Description: . AGENCY-ERM U Permit . QUI—FAD FOR REVIEW N.A. NO YES Numbgrti 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: NO' te*S: a a 1070 Wclrt" G0(-0 CneetC e�s��`cnc�crtp� �,�e. 7311-S')y ] C�..Ae Ck�j I am familiar with the STANDARDS FOR APPROVAL N l /1935- AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES well and will abide by the conditions set forth therein and � U SURVEY OF PROPERTY on the permit to construct. vu!'I ULi i. Ui"1 ( 7 The location of wells and cesspools shown hereon are _ ,:.; ,. i AT ORIENT from field observations and or data obtained from 0�krA. 4J 1J25 Ad �: 44 SO UTHOLD Elevations are referenced to an assumed TOWN OF SUFFOLK COUNTY, NEW YORK 1000- 14-02-3.20 n pw � NQ a°Y h� SGP sa SCALE: 1 '=50' 16 , 1999 :I � June 14,12004 (additions) st'f' H 3Q3 u+ O+O \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Q" 3t �µ �. �� �R5UT FOR MNGLEE FAMILY RESIDENCE ONLYOVAL N FOR A DATE-2--IL-21- REF.NO R• 0- 019-5- APPROVED 19.5- \ APPROVED s \ �` FOR MAXIMUM OF�B 0 MS y 4 �' 1 YEARS FROM DATE OF APPROVAL el /gO _�� g '� �i'le, el s, \ EIICAYATION INSPECTION REQUIRED FOR SAWARY SYSTEM Prd�� t� ft HEALTH DEPAT O �� 18 p �of { ^. 10PLEASE NOTE d �18g1 Ss. I Minimum distance betAieen u:c! f rFM- ! and cesspool is to be 150 N 0 Pr opo — ------ -- C. 0 m 5 O .V" J (�11 I s O 25 oa0�- o. to �7 CERTIFIED TO: �EOFNE{yy - Fidelity National Title Ins cure Company of New York C' 7 1NEpl��p� 99-23018 `� C Y" ANY AL TEF.ATION OR ADDITION TO THIS SUR✓Er !S A ✓IOLATiON - f40. 49618 OF SECTIO!: 7209 OF THE NEW YORK STATE EDUCATION LAW PEC Lot numbers refer to "Map of ,,onaView Estate EXCEPT Ac PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (516) — Filed in the Suffolk County Clerk's Office on June HEREON AFC VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. C. BO AREA = 47,757 8q. ft. g, 1982 as Rile No. 7083. SAID MAP i,R COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 230 TRAVELER STREE? • lye 1) WHOSE SIGr:ATURE APPEARS HEREON. SOUTHOLD, N Y 11071 99-29 I am fomlllor with the 57ANDARDS FOR APPROVAL AND CONSTRUCTION of SUBSURFACE SEWAGE �we11 SURVEY OF PROPERTY DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will oblae by the conditions set forth therein and on the permit to construct. AT ORIENT The wells Pss�33,ls m 5tjhereon are TOWN OF SOUTHOLD froiei' ,t ss •alcns o d data obtoin ad `rom others. � le,a'c,,s a.e .e`erencell , -,,s ed datum SUFFOLK COUNTY, NEW YORK 1000- 14-02-3.20 e 5`. SCALE: 1 '=50' \ - CA \ Aug. 31. 1999 G \ June 14 2004 (additions) Oct. 27, 2004 (foundation) IPA 3p3 98 v' p 6,5 20 N 68 24.0 ° 1P y,v c 4? if 6 �2G a ifl � a, •d> W, G `. O ei"' °. a v 0 ,rr t`oP s •gyp' PCP Ts � o tip - r/ � p pp el a5 rrQ \hof NEW)- .G AA Y g I.MET2C�Q� LAND SV AREA = 47,757 sq. ft. Wf F99 -2921 f I am familiar with the STANDARDS FOR APPROVAL SCDN,S RPf"�R/0-95-D/85J AND CONSTRUCTION OF SUBSURFACE SEWAGE well - SURVEY OF PROPERTY DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES- and will oblde by the conditions set forth therein and AT ORIENT on the permit to construct. The location wells and cesspools shown hereon are , TOWN OF SOUTHOLD from Geld obsese rvations and or data obtained from others. Elevations ore referenced to on assumed datum. SUFFOLK COUNTY, NEW YORK e,�,n9� 1000- 14=02-3.20 J� �P ,So, SCALE: 1'=50' . G�. Aug. 31 , 1999 .p June 14, 2004 (additions) Oct. 27, 2004 (foundation) 1plt °�l sP� p / sG.+ APRIL 26, 2005 Utndf) ��5�,0 � =kp_ v` � o^� sep�c Measureme�fs �t4 d% m o. _ t9tp� �L/.� z 100 103.5 37 O wn/ 114.5 £t y AY CI ti /C/C1GC � f0l� 5 f W Py CP C. '� •R6 ao oo'`. j, 4 . r CERTIFIED T0: Fidelity National Title Insurance Company of New York 99-23018 " APECONIC N , ,SIC (}0 &9 78 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATIONOF SECT)N 7209 OF THE NEW YORK STATE EDUCATION LAW EYORc .p:T� a; EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (516) 765 - 5020 Lot numbers refer to "Map of Grand View Estates" HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0, BOX 909 Filed in the Suffolk County Clerk's Office on June SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET AREA = 47,757 Sq. 1t. 5. 1982 as0FAe No. 7083 WHOSE SGNATURE APPEARS HEREON yen SOUTHOLD, N. Y 11971 F99-29J 1 ROOF RAFTER (SEE PLAN WALL SHEATHING TO E)CTEND T� Nailing Schedule from Table 5.1, WFGM-1995 LEGEND FOR SIZE AND SPAGIN6) TOP OF TOP PLATE FASTEN MTS30G TO R.R. WITH _ Joint Description Number of Nolle Nall Spacing •-•---� .r-- DAMPER 10" 51 BRICK OR 8" WMING HERE ('U IOD COMMON NAILS 6WB TO COMPLY WITH�,I(2702.1, ROOF FRANEW FOUNDATION b A FIREBRICK LININS 15 USED. • 0G CONNECTOR GelliR-102.3, TABLE RT02.1 (2) Rafter to Top Plate (ToeYwlled) 9- d per rafter FRESH AIR INLET JOINTS IN FIREBRICK 1/4" MAX. 51MP50N MT55ng Joist to Top Plate (ToeMalloce 5-ad par Joist s NEW PARTITION a 161, O.G. Golling Joist to Parallel RaPter(Face-nallea) 6-16d each lep (TYPJ DEFLECTION OF ALL MEMBERS Calling Joist Las over Partltlons (Pace-nalled) 6-16d each DOUBLE TOP PLATE 9 P ap EXIST. PARTITION COMPLIES WITH GLA,1UI1SS��.. R501.6 Collar Tie to Rafter(Face-palled) 5-108 per tie 0 (SEE PLAN FOR SIZE) NYS RESIDENTIAL GOCIE p Blocking to Ratter (TaeYlallecl) 2-138 each and DEMOLITION FASTEN TO SND WITH Rlm Board to Plarter (5189nalledJ 2-I6tl each and - - - - - - - PARTITION/FOUND NONCOMBUSTIBLE MATERIAL (?) IOD COMMON NAILS ALL pETAILS ON THESE'PLAN5 WALL FRhMING 10'-O" •- PROVIDE A CONTINUOUS LOAD- Top Plate to Top Plate (Face-nailed) 2-16d per Toot CJD NEW SMOKE WALL STUD PATH AS REQ'D Top Plates at Intereecllene (Pace-nalled) 4-16d Jolnke - each aide ® DETECTOR MORTAR GAP (SEE PLAN FOR SIZE AND SPACING) ... Stud to Stud (Face-nailed) 2-168 24'bc. Header be Header(Face+lalled) I6d Ib"o.c.along edge. HARDWIRED WITH BOND BEAM (3) 8D TOENAILS ALSO RIHeader TO ENSURE FIT OF Top or Bottom Plate to Stud (end-palled) 2-I6d per 2x4 stud - 9999 - - BATTERY BACKUP PER TABLE 3.9A, WFEC GM ALL SIMPSON GONNT'ORS 9-I6d per 2xb stud Oz o NEW COMBINATION COMPLIES WITH BEFORE OBTAINING THEM tolled per 2x13 stud GO/SD N f TABLE 3.38, WFGM _ Bottom Plato to Floor Joist,BandJolel, SMOKE / CARBON HORIZ. REINFORCING TIES f Endjolet or Blocksnngg (Face-nalletl) 2-Ibd per too! ® MONOXIDE DETECTOR 1/4" TIES a 18" O.G. AND 12" FIREPLACE 12" _ ♦y/I SIL` /'� DESIGN PRESSURE RATING OF FLOOR FRJAMIN6 HARDWIRED WITH MIN. OPENING MIN. N s��(✓N� WINDOWS TO BE DP-90 MIN. PER Joist to Sill,To Plato or Girder (roe-nallecp 4958 par Joist (2) TIES AT EACH BEND TIE P P J BATTERY BACKUP IN VERTICAL STEEL TABLE RB01.2 (2) NYE, Bridging to Joist (Toe-nailed) 2-bd each end �Je I � � /� I RESIDENTIAL CODE (pale�e 26) Blocking to Joist (Toa-nalled) 2-led soon and L.B. WALL LOAD BEARING WALL FLASHING VERTICAL REINFORCING (, ! f"t AL50 REFERENCE RbIERl,2 6 613.3 Blocking to SIII or Top Plate hoe-nulled) 9-I6d each block NON-COMBUSTIBLE Ledger Strip to Beam ..ssnalled) 9-I6d each Joist T.B.M. TO BE MAINTAINED (4)04 FULL LENGTH BARS FOR CHIMNEY HEARTH - °- Jobk on Ledger to Beam (Tae-palled) 9-8d per Jolek EA ST)DS a EA, i'd7RNER PER Band Joist to Joist (End-palled) 9-I64 par Joist ® POST TO BELOW N.T.S. WFGM-95 Bond Joist ko all or Top Plate (Tae-nallad) 2-I6d per Pact p P05T FROM ABOVE ROOF 5HEATHING . R STUDS TO 4I.16N TO Structural Panels led 6' a4ledge) ANCHOR STRAP g�I �K � I � �®X SND �L o�K G MN YDia onal Board Sheathers 12"on. RlelsU P.T. PRESSURE TREATED PROERGONNRiR.TION OF 9 9 xis" or I"x6" 2-8d er su ort NECTORS P PP 'jam ''I� I g ` w - 1'x1 EIor LIK&AlderSHE B-0d per support HDG HOT DIPPED GALVANIZED 1-1/2" MIN. OROUT 5FTVEEN4" CONCRETE MASONRY AND 1( FLO TO 9.9.5 M cM�191:1�YTF!H] �ILINb SHEATHING PLANIGypsum Wallboartl Sd cooler. T" edge/ lo" fod CLAY FLUE LINING E WALL P m.l. INS CERTIFICAdION•OF CHAPTER 5, NY5 RES. e1� 5trvetural Panels 0d b"edge / 12"1 NAILING & CONNECTIONS Fiberboard Panels FLUE LINER N.T.S. TAb" 6d B"edge/6'Yleld REQUIRED. STATE OF NEW YORK PLAN REQUIREMENTS: TOP PLATE SPLICING rr. COMPLY 25/62" led Wedge/b"Plaid WITH TABLE 3.1, WFGM^i'F9S Gypsum wallboard Sd coolers T"edge / 10'Yleld GORE ANAL YS/5 -- Hardboard led Wastes / @'fiold I. THE STANDARDS USED FOR THE DESIGN OF THE BUILDING ARE THE RESIDENTIAL STAIR TREADS TO BE '4' PLUS Portoleboard Panel. ed 6'odge / 12'Yield W MIN. CODE OF NEW YORK STATE, THE BUILDING CODE OF NYS AND THE WOOD FRAME s/4" NOSING MIN. 4 RIEk�liRS TO BE Diagonal Board EAoothing 2-5d HORIZ. REINFORGIN6 TIES CONSTRUCTION MANUAL (1995) MAX. a-1/4" PER 8314. 1"x O or 1"x0" 2-bd per support "x10"FLOOR wider INS per support 1/4" TIES a I5" O.G. AND 2. THE! AREA OF THE FIRST STORY LIVING SPACE I5 2,286.15 50. FT. ral _._.rHReG . LL CONSTRUCTION SHALL CLEARANCE (2) TIES AT EACH BEND Structural Panels 2" PER RIOOI.IS IN VERTICAL STEEL THE: AREA OF THE SECOND STORY LIVING SPACE IS 1,518.45 5Q. FT. I" or less Ed 6"edge/ ed field MEET THE REQUIREMENTS OF THE THE: AREA OF THE REAR DECK IS 1,043.00 50. FT. greater than I" Iod 6'edge /6' field 4" THICK MASONARY UNITS THE: AREA OF THE FRONT PORCH IS 67.50 SQ. FT. Diagonal Berard Sheathing THE AREA OF THE GARAGE 15 H 15 6 SQ 5 I'xb" or 1"x8" 2908 per support 1/2" MIN. THE AREA OF THE BASEMENT 15 1,493.23 5Q. FT. ITE - or wider 9-138 pper suppO 133E rtC NOTE - ALL NAILS SPECIFIED TO BE COMMON NAILS. 8" MIN. VERTICAL REINFORCING 20" III 4"V.71l LAP IF SPLICED TO FOOTING DOWELS _ -,- (8)tt4 FULL LENGTH BARS FOR CHIMNEY BASE. 4" MIN. 3. PLEASE SEE TABLE R501.2(1) BELOW. 4. QUANT. WINDOW 77FE PROVIDES EGRESS? PA55FP M1551LE TEST? - - - _- r pLUMRFRC`RTIFICATION d 4 2813 BW BASE. HOPPER NO YES - _-- - r - - __ _ T FIREBOX WALL THICKNESS 1 3456 TW DOUBLE HUNG YES YES ONLEAD TE:OF OCC BEFORE FI BOXA LLTICK IC 0" WHERE 2 11 CASEMENT YES YES r I CERTIFICATE OF OCCU AI7CY 06-04 FOR FILING A FIREBRICK LINING 15 USED. I AFGW206 FIXED NO YES r- ED IN WATER DATE: ISSUE NO. DESCRIPTION LINTEL 20" JOINTS INFIREBRIGK I/4" MAX. 5 3042 TW DOUBLE HUNG NO YES 1-12"v 11/4"v 111/4^v z•w 3^v i-vz"w h u4^v 3^v SCLUL NONCOMWSTIBLE 5 3011 FX FIXED NO YES SUPPI STEM CANNON 2 3856 TW DOUBLE HUNG YES YES a•s EYCF .,71, .,F '° HEARTH EXTENSION 1 4256 TW DOUBLE HUNG YES YES I OFN G E 5 2056 TW DOUBLE HUNG NO YES IF CONTRACTOR SHALL VERIFY �.P�� e DHP5656 FIXED I NO YES ;!fIB FLR ALL FUELO OONDITION5 AN 0 1 2436 TW DOUBLE HUNG NO YES " D1MEN0uoNs AND BE - 11/4^W 111VW 11/W- RESPONSIBLE FOR FIELD BARS IN GONG. FOOTING FOOTING WIDTH 6" AROUND I VHP410510 FIXED NO YES t t z w 2.,TY a^w I i)z•w 3.w AND ouALITY OF WORK w I DHF56510 FIXED NO YES NO ALLOwANOE5 SHALL BE FREESTANDING FIREPLACE - PLUNKING 2 DHP381T FIXED NO YES co IF- I ro MADE IN BEHALF of THE 2 3046 TW DOUBLE HUNG YES YES 3"w 3^w ALL PU1L�91NG WASTE CONTRACTOR FOR ANr �� si,l3a c2 J„ NON-COMBUSTIBLE 2 3846 TW DOUBLE HUNG TESTING BES ORE COVERING H15 PART YES YES 8NAI ER LINES NEED ERROR OR NEGLECT ON HEARTH 20" MIN. 1 4246 TW DOUBLE HUNG YES YES a� . Icir•,'! 5 2046 TW DOUBLE HUNG NO YES _ 06-I1-04 I AFFIst FIXED NO YES _ - - - -I - T "�1",,'. I DHP5646 FIXED NO YES --I- --- T I MUEAtTrarIERS CERTIFlCA r - T I I I I I houulnED JL DRAFTING, INC. E3R 1 GK F I REf5OX ANEW 51>°0(K (H 1 MNF_Y NOTE: COMPLIES WITH EGRESS (R 310) 4 LIGHT 4 VENT (8503) FORA SMeN All Type,Of PI Urat'ted s v r I [THE IS PROJECT 15 LOCATED "V I3^V 3 V 2 V +1• I V 4 2V /� 4 T �L�/�� TYPE 112 V LESS THAN ONE MILE FROM k' q� Providing The Finest In Affordable ,� � I �� BIW ®N G O N�1� E C,ETUANT. DOOR _ I 'Rr ��GTI ®N � STANDARD EXTERIOR DOOR COAST. Drafting S¢rvIC¢S`" _ 2 3068 ,rtt $ STANDARD DOOR I 3068 I I I N.T.S. 2 3080 STANDARD INTERIOR DOOR wAsx wT6IEITTIN 4 2068 57ANPARV DOOR mux w/cT,,NSIN NOTE; www.jldrafting.com STANDARD DOOR 1 1112. 1 FORDISHWASHER MR EXCEPTION TO R301.2.1.2 WINDOWS NEED 707 Suite A Route 110 - Farmin dale NY. 11735 2 2868 1ST FUR FAI g 2 6080 SLG SLIDING GLASS DOOR NOT PA55 THE MISSILE TEST IF WOOD Phone (631) 643-1949 Fex (631) E43-13190 t 1/4^w 11/1"w z^w STRUCTURAL PANELS MIN. '? 16" G (MAX ? 8 STANDARD DOOR 3^w 3^w z w / THICK (M 246 ry co SPAN OF B'-O" A II 2668 STANDARD DOOR 3^w ) -C PROVIDED. PANELS A BE DECK NOTES: IDENTIFIED < PRE-GUT TO FIT WINDOWS, SCREWS DOOR I, All work shall conform to the requirements of The Residential Gada of Naw York Stake and shall conform to 1668 STANDARD CoCp � LSA I C p the recommendations of the Now York State Building Code Manual. All work shall also conform to the 4068 SELF-CLOSING FIRE DOOR 3••W TO BE PROVIDED PER TABLE 3012.1.2 JOHN Y T�ULL/ requirements of any other authorities having Jurisdiction. The contractor shall obtain and arrange For all 2 1 8070 GARAGE DOOR required permits, Inspections, certificates and tests. T'S NY5 LICENSE NUMBER 061438-I 2. All concrete work shall conform to the requirements and recommendations of ad-301-84 'Specifications for isss, ,,,, 4•TO APPROVED Structural Concrete for Builders" (Pc=3500 PSU;reinforcing steel shall conform to A5TM A-615 Grade 60 5. PLEASE SEE THE ATTACHED REScheck PRINTOUT FOR ENERGY CODE COMPLIANCE. c6 4"w f SE"IC SYSTEM 9. All deck lumbar shall ba pressure treated Southern Yellow Fine 02 or better. 6. PLEASE SEE THE NAILING SCHEDULE ABOVE. OCCUPANCY OR 707 ROUTE O SUItB A- 4 All foundations shall rest on undisturbed soil of 2 tons/scLA, bearing capacity. Contractor shall verify the 4"HouselRAF FARM NGDALE, NY 'TBS level Of acceptable bears .trots In the Field. 7. THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE amxcPlr USE IS UNLAWFUL _ P "g construction and shall notify 5 OWN ON THE FLOOR PLAN. TEL (651)-155 -IgZO l5.e The contractor shall verify all existing conditions and dimensions lectors starting canstr y DETECTORS ARE H I I I}��} / the Engineer of any amlogultles or discrepancies before proceeding with the work. If any questions arise 1��N �' NSI„ISER WITHOUT CERTIFICATE FAX: (6510545-8Ig0 s of the drawings, the contractor shall notify the Engineer before or during construction as the Intent or detail g .,. f g for clarifications and/or Instructions. IP the contractor falls to follow the above procedure, he shall assume OF OCCUPANCY responsibility for the coneequenees of his actions and/or decisions' GORR0510N PREVENTION NOTES: Y- p e compliance with the contract The owner shall arrange for Supervision oP the construction work to Insur p to metals than CGA. N.T.S. b. Th9 P New kypes of pressure treated lumber are much more corrosive p� TABLE Rso .2() PROJECT TITLE: APPROVED AS NOTED documents. 'Pp t of T. Written dimensions shall have precedence Over scaled dimension. The following Is roq'd. o be Z-Max type (6105 Galvanized) when contacting reseure ` WIND SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD t, D All Joist hangers used with treated lumber to loo Simpson Z-Max (6,165 Goly) or equivalent. I. All Simpson connectors, straps, hangers, etc. t yp 9 P '�- ,,�� A WIND EXPOSURE GROUND SEISMIC WINTER UNDERLAY- HAZARDS 1 V W treated lumber (minlmum). As an alternate straps may be wrapped In a IO mil thickness of electrical tape. PJ ,ZPOEC, CATEGORY SNOW SPEED (mph) DESIGN FROST LINE DESIGN straps, hon ars WEATrIkRING DEPTH TERMITE DECAY TEMP. MENT (SEE NOTE FEE: G. 0 ' CONCRETE < FOUNDATION NOTES: 2. If contacting AGZA or Ata-D Chloride pressure trewtad lumbar, all Simpson contractors, p , g 15j LOAD IDC mph FASTEST CATEGORY act of 9 00 lbs per square foot (type &W etc. to be stainless steel e. MILE (120 m h - - REQUIRED BELOW) /9/ / BY:- bear on virgin Boll haven a minimum bearing capacity A p 0. tuJP \ SEV'E:RE 3' " MOD HEAV. SL MOD 13 DEG. YES TI D P AT I. All fookln a shall g 9 G GRANg exterior TOOkIn s shall be a minimum of 9-0' below grade S. Z=Max may be used If a minimum 10 mil plastic barrier a provided.4 &P pre table R401.4.1 NY5 Residential Code). AI 9 c oat to a Is a suitable barrier (10 m11 minlimum thickness). TABLE R90L6 B 45 P.S.F. 3 sec. GUST) _ 51D �� M4. Block ale tr p LE DEFLECTION OF STRUCTURAL MEMBER': , F� THE unless noted otherwise In plans. o be non-metallic k e. roots and other unsinkable bearing material shall be removed and footings carried to kh 5. Termite shield to type STRUCTURAL MEMBER ALLOWAELE ORIEL-Op�ll'1GINSP�df' � I. All existing fill, g adt and assume full Tee onslblll for b. All nails Into reseure treated lumber to be hot dlppoed galvanized type. bottom of such excavation. Contractor to verify assumed soil bearing cap y p p DEFLEGT6:M WFGM-015 NOTES: LOCATION LJE5I6N LIVE ALL GLAZING TO BE HIGH PERF. MOTE: I. FOUNDATION - TWO REQUIRED o or condition adversely afPectin assumed bearing 5: 3 12 VI80 IAW-E TYPE. MAX U•0.90 JURISDICTION TO FILL FOR POURED CONCRETE o notify the designer of anycall variatl n 9 9 ROOFING NOTE Rafters haven elo s neater than / 1. NOTCHES 4 HOLES IN STUDS TO COMPLY LOAD, P5P IN PER FOOTNOTE h same. prior to y g 9 Pe 9 2. ROUGH - FRAMING e or aluminum. a to rafters 6, 6 PLUMBING cap Minim prior to the pouring of any footing.. I. All metal Flashing where called For on plans shall re Copp r with io finished vellln attach d - I III. Minimum compressive strength of concrete at 28 days to be as Fallows: 11. Gontractar shall provide gutters and leaden as regqulred and shall connect them to approved storm water Interior walla and partitions H/180 WITH 5.4.11E (PER 830 .4� A. Footings, piers, Foundation Halle, pc = 5,500 ps.l. stone concrete, drainage system. 2. MINIMUM (3) STUDS REQUIRED AT ALL NOTE (PER R 9052): Floors and lastered callings L156o CORNERS (3.4.1.1.3) NON-SINS, R & ROONH$ 40 (b) NAILS MIN. REQ'D EA ROOF NOTE' B. Slab on grade: pc = 3,500 p.s.l. concrete per 84022. III. All exterior Openings shall as properly flashed. SLEEPING ROOMS 30 ALL FRAMING LUMBER C. Superstructural slab, pc = 3SOo p.e.l. stone concrete per R4022. All other structural members L/240 - 5. ALL SHINGLE. NAILS TO BE &ALV. DRAWING TITLE: BE COMPLETE FOR HAL IV. Anchor bolts shall be act approx. one foot from eornen. Set anchor Bolh on either .Ida of all openings V. All work shall bear a written one (U year guarantee From Roofing Gontraetor from the deka of Owner's Exterior walls with plaster or stucco H@60 TABLES 9�ARTO 5226GOMPLY WITH ROOF + 31.5 STEEL, 12 &AU6E, P LONG WITH TO BE DOUGLAS ALL CONSTRUCTION SHALL MEET THE and minimum of two ll be In any one ells. ocoeptance. finish ATTIC WITH STORASEE 20 FIR-LARCH 02 OR s/B" DIA. HEAD. REQUIREMENT` ')F T1aE CODES OF NEW V. Perform required alteration to existing concrete. Now work Installed adJacenk to and connecting with present V. All roof Intersacklons to have Plashing to extend B" ((measured vertically) above Plat roof. Exterior walls - wind loads With L/24p - 4. CEILING JOIST < RAFTER 51-ANS ATTIC WITH OUT STOIRASE 10 IDETTER. 9 P P y P g toppings g. COMPLY' WITH TABLE 323A TO 3.248. YORK STATE NOT Re3PONSIRLE FOR 1 work shall match existing. Joints between new and existing work shall be trowelled smooth and even. Provide VI. Bulli I roof b to ba of 3- baulk u roof with glee, v 15 ties Into 5-ply brittle finishes - 5. FLOOR JOIST SPANS COMPLY WITH DECKS 40 expansion Joints. VII.Roofing shall be either 2356 square asphalt shingless over 150 folk o ed a mineral surfaced Spec. ,p qµp VI. Provide continuous non-metalllc termite shield with all Joints sealed along perimeter walls and shielded 0429-WMD as manufactured by Owens Corning Fiberglass Gorp. or approved equal (2 Parma plies with Exterior Walls - wind loads Wlth V120 TABLES 3.1-IA, $.I-IB. DEAD LOAD FOR ALL = 10 InSF PER 85019 FR NOTPROCEEDWRH PI�GPV�CI7R�'O �M' ERRORS• otherwise noted. permawap sheat 2000 Square) flexible Finishes • EQUIVALENT DESI6N5 ARE + PER 8301.5, RBOIA'F FRAMING TION LOCATION termite collars at plumbing pipes In crawl spaces unlessNOTE: L- span length, H- span helght. OF FOUNDATION LOCATION RES DENGE VII. Footings at different levels shall be stopped so that the clear distance batwaen adjacent bottom edges VIII.New work shall tie In and lap ere to prevent galvanized. ge. a. The wlrld load shall be permitted to be taken as O:f times PERMISSABLE WHEN PREPARED L. A HAS BEEN APPROVED. shall not exceed a slope of one vertical to two horizontal. IX. All exterior palling shall be aluminum or galvanized. p LIGENSE� DESIGN PROFESSIONAL. VIII. Back fill shall not ba placed against foundation walls until the concrete Is of Sufficient strength and until the X. Flashing to be provided at all roof penetrations,plpce.,vents, ekyllghks, chimneys and roof ventilators. the Component and Cladding loads Por the purpose of ;he GENERAL N01TE5: walls are properly braced kap and bottom un the horizontal floor or c adequate temporary bracing. Flashing to be provided at hips, ridges,valleys, changers of roof slope,gable ends and top of foundation walls.determining deflection limits herein. L Engineer Is not Iresponsible Por Job supervision. IX. Concrete Foundations shall be poured continuously IF pour a Interrupted a Vertical key shall be provided. A. Install shlma to provide for roof venting In flat roof' areas. 11. Contractor to )verity adequacy of existing bearing walls and headers to bear new second story conetmation. Horizontal oinks are not permitted. XII. All Interior leader. are to have I" room sound Insulda ion over PVC plping. FINISH WORK NOTES: III. Contractor to confirm 4 at all osbstote Insulation has been removed from the premises by a licensed asbestos P akch sxistin unless otherwise noted On drawin s. a ca an before the start of construction. J for trades and locations of slate, Ips sleeve., Inserts, anchor bolts, electrical ctor shall verify P NOTES: I. Trim, moldings, casings, window frames, etc. aha I m g 9 remov I mp yl X. Gonkra y PLUMBING Ncad and acceptable to 0wnerb pointer unless ase drawin shave been re orad or under the direction OF the undersigned and to the beak of the DRAWN BY: DRAWING NO. callings shall be taped, s nekled, r IV. Th p by 9 conduits, etc. w required for trades before placing concrete. ce with ell stake and local codes. It. All Gypsum Board walls and con conformance P � P y P P � led a ellaP and rofseelanal judgment are In compliance with the New York Stakes Ener 0. I. All plumbing work shall be In strict c nF otherwise agreed to by the owner. undersigned's knmw g ,U p J 9 p 99 S.F. XI. Concrete: work Included; temperature a frigar of 120 degrees F. required code. All deck lumber to ba truotloh bode effective -7/1/02 and the Residential code of New York State affective I/l/03. afar heater shall haus a maximum g 9 Hood ska S to rade. Number of eke a as Conservation Goms ' of w provide wo I H P Contractor shall r lby e etc. as per drawings. III. Con ra p p 9 P ' A. All footings, Foundations, steps, platformo, p 9 hot and cold water supply Ilnee to a new re>frlgerator as required by manufaeWrere spedPicatlons. V. it b a vlolatlorn of the'New York State Education Law For any person,apsess acting under the direction of a CHECKED i Y: concrete slabs. IT. Provide h pp y pressure freaked. B. All concr p IV. Provide Insulation on all new piping pi required it node. PV.drainage yet shall provide attars and leaders as regnred and shall connect them to the approved storm water registered plianc se or d'Ileensad professional Engineer to ober any Item on the drawing. All alterations must be ed drawings P 9 G. All other works as requlr by g e stun piping as r ulredd to assure the proper execution of the workA- 1 V. Remove and relocate all xl eq P P e s stem. made In Com Ilanaca with t•la New York State Education Law,and Construction Code. The undersigned professional J.T.J•T• D. Sat anchor Bolts. 9PP 9 V. reg y Phis XIV. Dam Proofing. Work Included: VI. below ground waste lanes shall be EAC I. piping. V. G All exterior endo seal and prime all doors Immediately upon Installation to avoid warping. whose Beal appeaaJI hereon assumes no responsibility In err far any such alteration or reused without ce written consent. P g shall bed ,clean and smooth, Free oP dust, dirt,voids and cracks and VII.Potable lines shall be type L" copper. VI. All exterior doors to have a minimum "U" lector of .4J. VI. The liability off JL Drafting, Inc 4 John Teufel Interrante for errors,amisslare and/or negligence resulting In SCALE: A. All surfaces to be damp proofedry VIII.All gee or all piping required shall be performed lby the plumbing contractor. shard projections. s and Installation.VII. Gloss in doors, sidelights, and shower enclosures shall be sized, constructed,treated or combined with other personal Injuries, property,damage, or any consequential damages Is Ilmlted to the amount of the Pee paid far AS SHOWN It Servlca a roved for design n broken. IX. Sanitaryrshaldisposal system hot ba County board hmenht r ugh h p 9 materials as to minimize effectively the possibility of injuries to persons In the avant this glass a cracked or theca drawings. Tfhe retortion or use Of all or any part of these drawings will consklWke acceptance of the B. Allow 24 hours prior to backTllling. pp degrees and rein and In dr weather. X. Contractor shall provide hot water baseboard heat'. throughout at perimeter weep apiece okherwlse poked. VIII. All new windows shall be perma-ehlield finish In white res manufactured b Anderson ora roved a ual - furnished C. A mastic emulsion only when temperature e u l g g y es Deal system and 4'-O" dee y PP 9 limitation se iia win JL worm piing, Inc. < John Teufel that JL have no IIab111ty to persons other than the client For DATE• TUBE NO. J. NO. App y y approved equal on all foundation Halle below grade at basement and crawl A. Water main alle be pard away from the sanitary t p y p - _ D. Apply Gelotex Trowel Mastic or aper q with Insect screens, grilles,Jamb extensions,their etc. with est Insulated glass unless otherwise agreed to. wham these Own rNsk. ware prepared. Anyone other than JL Drafting's dlentS who Telles an these drawings does XII. In bearing Ovalle or partitions, no stud Is to be wt rmore that I/3 Its depth to receive piping,duck, or , Window manufacturers shall certify that 4helr redacts Weak minimum "U" values Indicated and air INllkratlon rates, so at their own rfisk. Gopl night 1499 JL Drarting, INC. O6 Og O4 04-28F e aGae. 9 P IX y P -' E Mastic .hall ba applied at the rake a} I/8" thick Hat. electrical work. n FLUM LURE MA RETAIN STORM WATER RUNOFF COMPLY WITH CHAPTER ' 6 IIS SII FLOOPREVENTION IIDAMAGEPREV MMIBUAMTOSECTI 45.100 "�`Tfl . SOU7HOLDTOWN CODE. I II &ALV. STEEL FLASHING LEGEND LINE OF 6RLV. STEEL FLASHING � GIRDER •�r� NEW FOUNDATION HOUSE DECKING FASTENED R R SEE PLAN FOR EXACT SIZE 4'X4" P.T. POST SEE DWG FOR EXACT 51ZE IOD GALVANIZED NAILS '� NEW PARTITION LINE OF EXIST. PARTITION SIMPSON HOUSE FB544AZ 1-05T BASE JOIST — DEMOLITION — — — P.T. NAILER PLATE 51 DWG FOR EXACT SIZE �� _ _ — PARTITION/FOUND. FASTEN WITH BOLTED TO HOUSE o NEW SMOKE (12)160 COMMON NAILS, SEE DWG FOR EXACT SIZE 5D 0 6 ON EACH SIDE ® DETECTOR 5/5"X-1" LONG HOT DIPPED GALVANIZED LAG BOLT GGA NAILER PLATE HARDWIRED WITH o P.G. FTG. WITH MATCHING WA5HER, 5TA6GERED BOLTED TO HOUSE BATTERY BACKUP (SEE PLAN FOR SIZE) ® Ib" O.G. INTO JOIST SEE DWG FOR EXACT 51ZE II NEW COMBINATION IST HAN6ER DIPPED GALVANIZED e"Xb"xl/2" SMOKE / CARBON a GALVANIZED METAL JO 3/8 X-I LONG HOT 4" STEEL COLUMN ER STEEL BEARING 1" CLEARANCE READ _ OR EGiUIV. (6185 GALV)) LAG BOLT WITH MATCHING AASHER,(SIMPSON Z MAX ATE ® MONOXIDE DETECTOR BETWEEN POST BOTTOM STAGGERED 0 16" O.G. INTO JOIST I Now— PL ° t FTG. HARDWIRED WITH a .o• GALVANIZED METAL JOIST HANGER / BATTERY BACKUP ALL NAILS, TO BE HOT DIPPED p �.°v.°o.-'e , •°o''v' °' GALVANIZED p (SIMPSON HD6 OR EQUIV) ° ° FR PLATES LOAD BEARING WALL STIFFNER PLATES L.B. WALL o: TO BE MAINTAINED p ° 4 2'x12" T.B.M. A ( J / /'I, /\/ III II ' ANCHOR BOLTS 2 MINIMUM SIDECOVER ® Posr T BELOW _ tl j 5 E CORROSION PREVENTION NOTES I° O POST FROM ABOVE PRESSURE TREATED.T.IMG®N STR®N6TI NAILER DETAIL PG. FOOTING 5EE PLAN FOR EXACT SIZE HDG HOT DIPPED GALVA NIZED ®OTINO RAFTER N.T.S. ^ <OST TO GONNEGTION DETAIL NAILER FATE DETAIL ^ < N.T.S. 4"1 P.T. POST P.T. GIRDER n ^ < N.T.S. 12 SIMPSON P5544AZ POST BASE (5EE: PLAN FOR SIZE) < FASTEN WITH (14)160 COMMON NAILS, SIMP50N LT516 -f ON EACH SIDE TWIST STRAPS @W' O.G. ALL NAILS TO BE HOT DIPPED / ^ SII 2ND FLOOR WALL STUD REFERENCE, (12) IoD COMMON NAILS REQUIRED GALVANIZED SIMPSON 504Z POST GAP ASEDT. 2.5.1.6 12" DIA. P.G. p (5)160 NAILS INTO EACH SIDE OF POST (SEE PLN FOR SIZE t CKING STEEL• „`01_UMN DETAIL SPAGINA (y4FCM) BLOREOV SONOTUBE (3)IbD NAILS INTO EACH SIDE OF GDR. SON 0570 STRAP TIES O of a PER SIMPSON STRONG TIE SPEGFICATIONS - SIMPSON II STRAP SIMPSON 4'1 P.T. POST TO TIES 0 16 ” O.G. 0 Ib" O.G. SIMPSON P6544AZ a (TOTAL OF 12 IbD COMMON NAILS) 5GALE 1/2'� (5) 8D COMMON NAILS TO F.F. STUD (5) BD COMMON NAILS TO STUD R P05T BASE ALL NAILS, TO BE HOT DIPPED II 0) 8D COMMON NAILS TO 5.F. 5TUD (5) BD COMMON NAILS TO JOIST m - Q GALVANIZED WALL STUDS (2) 80 COMMON NAILS TO RIM J015T 24" DIA. BELL FTG. b , 4"X4" P.T. WOOD POST LAP G516 STRAP TIES m Ib" O.G. TOTAL (12) 8D COMMON NAILS NOTE: O ry NAIL REQUIREMENTS FROM i SEE CORROSION PREVENTION NOTES LAP STRAPS UNDER SILL PER 9.2.2.9 WFGM-1995 2ND FLOOR FLOOR J0157 TABLE SIDE, PFCM-1995 ^' < < ���`®N� I END OF STRAP TO BE NAILED (SEE PLAN FOR SIZE RIM J015T I- 2-O" -_- TO SIDE OF SILL. (TYPJ (5) 60 COMMON NAILS INTO F.F. STUD (2) TOP PLATE 2ND FLOOR JOIST VERTICAL 5EGTION VIEW PLAN VIEW POST r_ /AF D.ETA I L (3) ED COMMON NAILS INTO RILL (SEE PLAN FOR SIZE) (4) BD COMMON NAILS INTO RIM JOIST IST FLOOR WALL SND EXTERIOR BEARINb SEE CORROSION PREVENTION NOTES •,�� (12) BD COMMON NAILS TOTAL (SEE PLAN FOR SIZE PARTITION SO NO TU� A I TL1 FLOOR JOISTS (SEE PLAN FOR SIZE Ob-04 FOR FILING AND PLANING) l� Y `{; TH I N.T.S. AND SPACING) DATE: 155UE NO. DESCRIPTION COMPLIES WITH TABLE 51 MESON 57RON& TIE BELL FOOT 1 N& DETAIL STRAPS TO BI WRAPPED IN 10 MIL MIN. 3.98, WFGM-1995 I \/ 7}—� THICKNESS OF PVC, TAPE WHERE NT I J>a 1t �+� ® ANCHOR BO SILL 51 MiFSON STRONG T 1 E 51MPSON 55TBIbHDG 16°XS/8" DIAMETER ANCHOR BOLTS N,T.S. (SEE FOUNDATION PLAN FOR SPACING) ALL 71EL C SHALL VERIFY AP NTE y0 ALL FIELD CONDITIONS AND 0 1® IST DETAIL 5/8" DIA. ZING PLATED NUT DIMENSIONS AND 0E ' p CSJWALL STUDS •'" i� ' WASHER HOT DIPPED GREW RESPONSIBLE FOR FIELD FIT STUD TO STUD 3"X3" SQUARE ( 1/21151 ALLOWS AND auALITY of WORK. O ALLOWANCES SHALL BE - m " N N CONNECTION DETAIL N.T.S. HOLD DOWN INSTALLP 'ON S (:7J5/e" BOLTS R.R. " SIMPSON HD2A HOLD II,.. 4 COVER MADE IN BEHALF of THE cQ _ c O2"X6" P.T. SILL CONTRACTOR FOR ANY q �I/Q. J b30 1p WALL G O 61 V END OR NEGLE T N A -�_ ERROR T ALL �P • [ OWNA OR O NF 5EE PLAN /�� F c 7k P'_-BAR CONT ART .,SI 4 ( J HIS P li ;SIZE R SPACING) 5,^ EXTERIOR CORNERS �'•.�,,;�•• � �_ 5 O SILL TO BE -7- � S. D CONNECTED ALL NAIL INTO T. SN LT516 m EACH R.R. CORNER NUT R WASHER 06-17-04 (R.R. TO HDR. t KING STUD) TO TRANSFER SHEAR PROVIDED WITH SEE CORROSION'°�iEVENTION NOTES HOT-DIPPED 6RLV. TYPE WHEN R.R. END OVER HDR (2) 160 COMMON N?'L5 • SIMPSON RFENS (B) IOD COMMON NAILS REQ'D CSHOE! 1 MI�CIYO �l 57R®N6 T .. JL DRAFTING, INC. SIMPSON HURRICANE CLIP 1 (SEE SECTION FOR SIZE) {�—• I ,�Ay (SEE PLAN FOR DETAILS) SIMPSON RPM 5 TU D .T O � ,� • 1 O`�N D/ `T 1 O N �,oRMTs1dID w A77 Types Of Plans Drafted RETROFIT BOLT _ ti�=? I A o dable The Finest n r F ,r Providin Th n SIMPSON HT516 TWIST STRAPS CEE PLAN FOR LENGTH) ®)NN,I„_ TION DE 1 g ' COMPLIES WITH TABLE 3.98, WFGM-1995 CNWS/B COUPLER NUTS Drafting Services'” (16) IOD COMMON NAILS REQ'D BOX BEAM ...h• SIMPSON H4Z, HSZ OR HeZ CONNECTOR (b) 12" 51MP50N 0516 TIES, 0 16 O.G. LAP TIES UNDER SILL P.T. DOUBLE BILL N.T.S www.j - Fanom (SEE SECTION FOR SIZE) 110 - Farmingdale 707 Suite A Route 110 Farmingdale N.Y. 11735 (SEE PLAN FOR SIZE t NAILING REOV) (B) BD COMMON NAILS FER TIE REQ'D 'II COMPLIES WITH TABLE *4 REBAR(CONT) Phone (831) 843-1848 Fax (831) e43-3180 COMPLIES WITH TABLE 9.3B, SEE C 995 ,,��,.I� SIMPSON 557B24HDG WIND OR ACE CORROSION PREVENTION NOTES SEE CO ION PREVENTION NOTE 5.3b, IAFOM-1995 2'x4" 5I MASON STRONG T I AGE 2) 2"x4" PLATE 5I MPSON 5TRON(5 TIE .o� 4° • 24'X5/8" DIA. ANCHOR BOLT a Iry oG. JOHN TEUFEL, P.E. f..� `T® HEADER .J ACK F057 REFERENCE: Fl&. 3.Ta, NYS LICENSE NUMBER 061438- I RR HEADER TO WRUSE95 L PACE R PREVENTION NOTES FOR USE WHEN BUILDING OVER CRAWL SPACE: OR CELLAR CONNECTION DEVIL CONNECTION DETAIIs SIMPSON i�D2��, �#OL:D DOWN FA ROUTE 110 Wi- 11155 I FARMINGDALE, NY 11735 CONNECTION DETAIL &AE.ILE END WIND STUDS ABLE END TEL: (6 5195 5- 01 0 N.T.S. N.T.S. STUDS ® Ib' o.G. FAX: (631)843-8190 SII1 5'RAd�E DETAIL. DOUBLE PLATE N.T S. RIDGE PROJECT TITLE: III, (SEE PLAN FOR SIZE) STRAPS TO BE WED RAPPIN 10 MIL NTS. SIMPSON 6516 STRAP 71E5 0 16" O.G. MIN. THICKNESS PVC, TAPE WHERE NEW GONSTRUGTI ON AT CONTI�I (8) 8D COMMON NAILS INTO EACH R.R. 2"1 5 T VS SILL. I/2" NN INE Ea ALLOT"L': (I6) 80 COMMON NAIL5 TOTAL EACH STRAP 0 16" STUDS HOLD DOWN IN5TIALLATI��IN m16" o.c. (9)wALL STUDS GRAND VIEW DRIVE SIMPSON G516 STRAP TIES 016" O.G. ENDYb>•iA. WE/8", STRAPS UNDER BILL si0" BOLTS ORIENT POINT, NY PER 322.3, WFGM-1995IPEEC .: OR OTHER CORNER STUD CCCNNT'!II7 END OF STRAP TO BE NAILED PENI°TRATION TO TRANSFER SI INSIDE OF SILL (TYP) / (5) BD COMMON NAILS INTO F.F. SND / (2) 160 GOMNMON NAIL^5 GIMP50N HD2A HOLD (B) BD COMMON NAILS INTO BILL 3/4" PLYWOOD m W C SII;. DOWN AT ALL (2) 2"X4" TOP PLATE EXTERIOR CORNERS FERE NCE: PFI&. 9.'6a NG PL ATED NUT FLOOR RE I IA. ZINC E: 5/e" D DRAWING TITLE: QUARE WASHER = WFCM-1995 PROVIDE 10 I POLY 3„p” S C (HOT DIPPED 6RLV) - - Z'. VAPOR BARRIER BETWEEN HOLD DOWN 1 SILL SIMPSON. .�.'• TBI6HD6 - N 55 16111 DIAMETER ETER A N GHOR BOLT P.T. DOUBLE SILL (SEE FOUNDATION PLAN FORSLA (SEE SECTION FOR SIZE) PRO POSED 2 S TORY (PND. To DOUBLE PRESSURE TREATED BILL) _ M4 REBAR(CONT) ROOF RAFTER COMPLIES WITH TABLE 4" COVER / RESIDENCE COMPLIES WITH TABLE (SEE PLAN FOR 512E 93b, WFGM-1995 oh REBAR (CONT) \- APPROVED NON-COMBU5TIBLE 4" P.O. SLAB / „y g a4,�•� � 4� _` SIMPSON SSTB24HD6 �,' g°a :4 24"1 DIAMETER ANCHOR BOLT ' -995 9.4, V'✓FGM I AND SPADING) • PIKE STOP MATERIAL. SEE CORROSION PREVENTION NO B" P.G. PND. P.C. B HEN BUILDING OVER U qL W ALL NAILS INTO SILL TO BE POR .. • N STRO NG TIE HOT-DIPPED GALV. TYPE _ SEE GDRR0510N PREVENTION NOTES O IE i�S G T oP SIM ON E 5'T , � i=" IR ST FOR i�50N ETAIL , SIM n - �1I"1 2A H®1�D DOWN i� ETEi� - 51 Mi�� O '�� DRAWN BY: DRAWING NO. TO ION S.F RAFTER TO RIDGE STUD y�,��� T® Sl��� EOUND�T PER 8602 .8 fi-.ESID�NTI ?�L E TA I L BY: DETA I L F NY_ - CONNIEC ON D CHECKED CONNECTION CONNECTION DETAIJ_ GORE o _. _2 ..I• J.T. I' N.T.S. SCALE: N.T.S. N.T.S. AS SHOWN j DATE, TUBE NO. PROJ. NO. 06-09-04 04-281 I ' I I I' 111111 „ „ 1 I I 1 1 1 LEGEND NEW FOUNDATION � NEW PARTITION EX15T. PARTITION DEMOLITION - - - - - - - PARTITION/FOUND. ®DNEIN SMOKE ,A-6 DETECTOR HARDWIRED WITH BATTERY BACKUP GO/SD NEW COMBINATION S5'-3" SMOKE / CARBON ® MONOXIDE DETECTOR HARDWIRED WITH 12" DIA. X S6" DEEP SONOl FTG. BATTERY BACKUP T? PAD (TMR IN6ER SELLS TO 24" DIA. • 36" BELOW SIIL.B. WALL LOAD BEARING WALL f. ..--- T T,^ T• ITH W4"x4" P05T ABOVE ('fYP) (SEE SONO7UBE "ELL FTG. DETAIL.) T.B.M. TO BE MAINTAINED _____ �- -- \_L.-_'- -7`­jj ___--__-/ter�_-.....___-___f T,¢ ® POST TO BELOW (2)2"x12' PiT. 6RD. / (2)2"x12' P.T. GRD. J (2)2"XI - \ 1 \ ' 1 \ ' x�" P.T. GRD. �\i (2)2"x12" P.T. GRD. \l (.,LVX12" P.T. GRD, i~I_ .,I 0 POST FROM ABOVE 2 2 „ T e'-lo 8-10 B lo�' b'-lo e'-l0 GRD. ��J (2)2 to all P.T. PRESSURE TREATED 2' P.T. GRD. / (2)2'x12' P.T. 6>��/ (2)2"x12" P. 1.. �L f, '•1 m 2 1 F_LJ HD6 HOT DIPPED GALVANIZED I I I I 1T'_6" Ili I 1i _ I I 4 u I - m O 1 u I m O 1 0 Q r - _ ALL EXTERIOR CORNERS TO HAVE m- I - a- _ - - POST TO 4 2"X4" CORNER ( ) x I ry ® SIMPSON H02A CONNECTORS ry ry SIMPSON SSTBI6HD6 ANCHOR BOLTS - DG ANCHOR BOLTS C SIMPSON SSTB24H _ __ I I - I PER FIG. 9.16 yVFGM-1995 - -- -- RECD •3Er" O.G. < I'-O" (BOTH WAYS) I FROM EACH CORNER A _-Y PROF05ED I _ (SEE DETAIL P. A-2) O • . •. 1 b f1 I ----- --- - - I (SEE DETAIL P. A-2) „ N NG � � -- • - HALER RETAI • 22 2'x10 NAL -�T WALL I r P24 -------- -- ----- 25 ' r -I _--- __ -- _ P21 ... -� LAG-BOLTED j . • • . (3)I-3/4"x11-I/4" M.L. G .• , •+ ••' : I TO HOUSE ALL. 1D.1j • • -- -- -- ------ -- --i s I- J - - ---- ISO _-- I A TEGOEBAl a • - --- P j m (ENTIRE BACK OF H 'USE) •, ----• _ I I I L--- - --_----- - - - ------ — ---- ---- — ' • •; LL - - -- - -- -- -- -- -- • a" P.G. FN D WALL NP.J - - - J 4'-0" I r : I P I LOWER -8 X16 P.G FIND. FTG. (TYFJ _ L NN N I 'n O6 04 I FOR FILING F F F I - N I •Y. O - - N I m I _ _ DATE ISSUE NO, DESCRIPTION 1 o I I . - I O N O LL O N I I _ I � m p G SLAB m 1 O - 4" P.G. GON L H LINE OF O o I J r U - X. m K C:ONG SLAB N R' 4" P.G. 1 ONG SLABS _ 5/e TYPE X G J p u I - = f I 1 0 0 �� p � p P2B p ' m xWl.4 W1N.M. O .+' PROPOSED O 0 O LL O GWB ON GEILING • 4 P.G. PAD 6x6 VNI4 x J O v - - O O 1 - UN V FOR A.G. IT O �9 P9 - BASEMENT m F - O N .9 11 I� C Pt. - E - PITCH / IN 13 Q'-O" ALL I r GTOR SHALL VERIFY m - ® � -Iv p P TEU - b-O - 1� 0.H. 0' - I+ TO O.H. DOORS ( ) _ ® V I ® x ALL FIELD CONDITIONS AND N ry 5 2 9 AR - I � O - I O� _ ® rI - I UNHEATED N I T ry 2 y.J J = DIMENSIONS AND BE n 4 A ry FIELD - ,� �LL n �9 Q- L_- RESPONSIBLE FOR FIELD FIT (j I ii CONNECT 1 p -B" P.C. AND LLONAY F 4 � 5-8 12 O" 7 •¢" LG ON R' a NO ALLOWANCES SHALL BE r � m ry (PLATFORM � „ m - MADE IN BEHALF OF THE 2 ii I - 36"x36 x 4 FILL I L.G. (2)I 3/4 xll-I/4" M.L. GRD. 1 F L L.G. - - - - � CONTRACTOR FOR ANY q N $ IL - --'I P.G. FTG. I_ 1 O F r- -l ERROR OR NEGLECT ON fii SOLID W/ V SOLID W/ tVi RE-BAR � -P GO/SD I O _ p Pl ••' x (37 • HI5 PART F N = I I I Es Io r' - GONG. } I 5 61 GONG. I O -1 (( - , mM1Y 6 ' • EACH Vv,AY (TYP) 4 � � F I - -•...•.•' I — armor m I 4 — — M.) 4 _ - 1 I O6-•I7-04 41-5/4x114 m _ I. I - 31^34"x14" Ml. 6RD. V -�- -- - - r- � r r � r r ry I I _ m M.L GRD. 7 M.L. GRD. � ' I � 1 L-- J rv_ -I 19 I O I I J I I I _ rU - JL DRAFTING INC. PROPOSED 5/B" TYPE /4"x11-I/4' 3) d/4"x11-I/4" ~ 1(371-3/4"x11-I/ �5 I) -3/4"x11-I/4" + • / 6RD. j m 6ARAf6E 'X' GWS ON I ,i I M.L. GRD. M.L tRD. I M.L. GRD. I I M.L. _ _ ' I I® BOTH SIDES I P9 L- -J L_ J L _._ _J L_ J L- O BOI R AREA' RRAFTEME All Types Of Plans Drafted N (G.H. 9'-0'�") INALL5AND ¢., HANDRAIL T m f C4'A ve}� ProvidingThe Finest InA ordabk CEILING • J - I IIII ;q Drafng S ery ices - , Prwww.jldrafting.com6 " 4PG. PAD11) HANDRAIL J � O FOR A. . UNIT- " 1 ilf ' . .., . ., . _ ..•I , �I 2ary5 . • � �,i � -®o I 1sm=x r- �9 I1 . . `, 707 Suite A Route 110 Farmingdaledale N.Y . 11735O m _ 0. A Phone (831) 843-1949 Fax (831) 943-0190(TYP) I LOWER LL -; L--- It ---- -- - JOHN TEUPELr P.E. -_-- _-- _vola"� t � � ., - .".•-• I NYS LICENSE NUMBER 061438-1 u -- --- — — — --- - - ---ft --- - _ -- - -- y ITI W (TYP) __ J r • 'f.E RIM JOIST _ _ I I + TI II'o F'J OVER 70'7 ROUTE 110 Suite A I ,' - - - __ I 4)I-5/4"x10.L. 6RD. I I W n3 PROPOSED 4 r-- ------------ - ! I FARM NGDALE, NY 11735 RETJA_INING 1 I I PROPOSED o TEL: (651)-755--T920 4 I I ' 1 4" P.G. 5LA8 I ai FAX: (631)843-8190 mN I DOUBLE RIM JOIST o I 29 _ I OVER WINDOW Q ' N m h PROJECT TITLE: / I OPENING TECO ALL = m X • \ ( - / • / 0 0� • JOISTS (TYPJ F26 J ; I �',: / / NEW GONSTRUGTI ON AT HOLD-DOWN LEGEND L — —— ® ry ® / : • / TI • .. .... .�. ' P25 h • . .•',�M I a" P.G. • _ ■ SIMPSON HD2A HOLD-DOW '_6°NTO 12' DIA. X 56 ---J CHEEK WALLS -'�'\X cV �Sg /. •// V • SIMPSON 55T016HD6 ANCHOR BOLT O , ,+ L_-- ___i •_ I-O ��•. �- ---- -/ • / GRAND VIEW DRIVE cV I SB 'IF B' P.G. TRENCH '� `' • . .+.. ' / . _ L , :•._ ----- •'_� 36" BELow6RADE ORIENT POINT, NY i 4" VIA. L.G. -- ---- ---� " DEEP SONOTUSE FTG. ' BELLS TO 24" DIA. • Sb' BELOW GRADE (SEE SONOTIBE "BLL FTG. DETAIL) 9'_B" 5'-2" 111-101, DRAWING TITLE: 4'-0" a'-O.. 4'-0" 15-0" 4'_6" 11'_B" IB'-O' - '14-0" - PROPOSED 2 STORY RESIDENCE FOUNI�)ATION FLAN SCALE 1/4" = I'-0" DRAWN BY: DRAWING NO. S.P. CHECKED BY: n J.T. A_5 SCALE: AS SHOWN DATE: NBE NO. PROJ. NO. 06-09-04 04-28-7 IiIIIIY i I ; I I I I LEGEND NEW FOUNDATION NEW PARTITION I EXIST. PARTITION — — — — — — FARTOI TII ON/FOUND. SD NEW SMOKE DETECTOR HARDWIRED WITH 71'-b" DECK BATTERY BACKUP GO/SD NEW COMBINATION IIT g 4 w'-o^ SMOKE / CARBON MONOXIMIE I' b" 9'-6" B'-4" B'-4" q-B e-4 _- ...• ® TOR HARDWIRED WITH j BATTERY BACKUP v ® -6 L.B. WALL LOAD BEARING WALL HAND- T.B.M. TO BE MAINTAINED SII RAIL - F _-_-- _-- ® POST TO BELOW / '� I 4"1POST FROM ABOVE (2)2"x10" HDR. (2)2"x10" HDR. (2)2"x1 HDR (2)2'x10' HDR. (2)2"x10' HDR. 36' HANDRAIL 'xl 1/2" P.T. PRESSURE TREATED PER MAX.X. &A 316 ®euP HDG HOT DIPPED GALVANIZED HAND- RAIL �/x /p0 a I g5,144V"x6' a \ s /l N\ '�' I 6ANYI \ q +/ nX5II R.R. h2,: ® 6" OG \ �/ ® 6"or I / I I / I I \ G ,, , I TO 2x6' POST \ 5) FIN POST _ / a \ 080 5L6 B TO FND BELO O 6 TO FN[. BELOW I / I \ (3)2"x10" HDR h I \ — 7 G W06 255 AFGW2 06 O - 22 "xl0"HD 221 O - (2) 3466 7W � (B 2 I it 24 (3)2"xl0"HDR. 223 (5) 2"x6" P05T I �� i " H 2R"xl0" N TO 2"xb" POST To FND BELOW - /� - TO FND BELOW ��". - o OPEN TO 6050 SL6 �6a ABOVE I KITCHEN (5)2^x10" HDR. / 2'-O" Q' (q'-0" G,H) LIVING ROOM / _� 06-04 FOR FILING m 2068 N �- NAULTED) // K O a DATE ISSUE NO. DESCRIPTION DRYER NOTES: LAUNDRY o DEN a r0 6 "xb" P05T , q'-O" WALL HT / a 5)2 _ - RD BELOW ( O - _ / KO DRYER TO VENT TO EXTERIOR. N ❑ ' V B" DEC. GOL OVER K _ / z i0 P ROOM � - J (q'-O" G.HJ = J � �� (3)2'xb" POST FOLLOW MFR'S SPECIFICATIONS FOR - Q ® (2)1-3/4"x11-1/4" ML. FLUSH HDR. T° GRD BELOW p - O m . GONrRAcroR SHALL VERIFY ,�E OF NFW MAX. LENGTH OF VENT DUCT RUN. (q'-O" G.HJ O O F N X a ��/ m 9 O hl TO FND BELOW P2 N' O ALL FIELD CONDITIONS AND y4P��1TEUF 6 BE R FIELD A - ® ry N I O I \ U Q O I ry �N+\\Q p\q EARTH TO BE I NO ALLPIMEN5IALIA OONS F NORK BE ® — ( DEC. COL. OVER : 2 N (3)2"x6" POST v O \/,r TO FND BELOW -1 m m 10 V/ MIN 12" PAST F.P. ! MADE IN BEHALF OF THE (2)2"xlo" = �ry�/, BOTH 51 DES _ CONTRACTOR FOR ANY V !V - ® "N ERROR OR NEGLECT ON .9 61 h3 0 HDR. Q O W /h N HIS PART. \ OFFSSIONP�' 11 2460 ® O IN / i` - Q 2668 - (5)2 x4 POET K FIELD CONNECT IK - p 06=f-1=04 O (2)I-5/4"x11-1/4" INSIIL. T° GRD BELO _ �m -- 2'x12" / x O ML FLUSH HD P 14R DN Al \ x_ _ STRUG. NIP Q S�_q�� ® O "IL.-"P N ® RIDGE 3)DBE MLTR.R. ilV ilV.. JL DRAFT G, C_U (3) 2"x4" POST !I1 1-I/ niTO FND BELOW 2 IL V \S �-F F.A I.® m M . FLU DR. M.L HDR. ' HDR. O r�\ 2"X10" R.R. Q2 6 Provt // s Of Plans DraftedabieM ' 2668 V ' ��\,Y ® I6" OG =-I/4" Pq IML. FLUSH HDR. trl ro I n 6-0 7 X ® +�,�Rid pRA $ ���� 'ding The Finest In Affor o a= To GRD BELOW = Drafting Services'" m a (2)I-3/4"x11-I/ a 0 \ a O r OPEN TO M.L. HDR. 7 - x _ < \ I - m m ,Q I www ldraftin Com PII 15 (PIG x n F I ] g ABOVE (5)2"xb" P05T 3)2"xb" 205 Np p \ I m J (2) F.J. FOS (3)2"x6" POST tfl�m X ® i, O `p 70 Phone(B 1)R843e1949 110 FarFax (631) 843-8190dole NY 35 TO GRD BELOW S TO GRD BELOW m \ 'q F ® HANDRAIL I -a F ry \ ill a ry I -i SD DINING ROO ^ma0 \ ppm I o- b TW 246Bry d'm ,yl (3)2"x6" POST (3) 3042 ABOVE \ JOIN TEUFEL, P.E. 205 50111 O "xl0" = mlIL iT) TO FND BELOW �) - _ , a OI-5/4"xq-I/4" M.L.HDR. ,, - NYS LICENSE NUMBER 061438-I j - QL BEDROOM v Fv v e12°xb" Posr SI T 3 v e A-I - (q'-O" G.HJ (2)2057 Om 1 TO FND BELOW - O ____ _ - 70-1 ROUTE O 5V t - GLASS m 1� --- -- ---- - FARMINGDALE, NY 11755 7 _ 2056 TNI 2056 TW q O 1 I 2 I-3/4"x11-1/4" M.L. FOR DOOR 6 WIN. _ POST ® VL/I /2"xl I/2" ,d q OI ML. HDR. TEMP N a m TEL' (63 1 55 761 0 w i LAG NAILER (2)2 x6 FLUSH HDR. 36 ' HANDRAIL B. O'TEMP (3)I-3/4"x9-I 4' GLASS iV ® FAX: (631)843-8140 p I J - BVALLUSTERS (E)2"x&- POST T(0)FND BELOr = v Q I n TECO ALL D.J. N 4"' MAX. GAP TO FND BELOW I O O v I I W/ lo' EG. 15'_0" PER 8516 ® ® P2q - (3)FLUSH 1HDR! '/ L 5 PROJECT TITLE: COL. A uNv r9� `� NEW GONSTRUGTI ON AT (2)2"x __ 56 TW 25 P2I6 2056 TW -_ HAND- +i��3y 04x0 -- "xl0"H - _ 0" Y x _ - 21-3/4"x111/4" ML RAIL 1 mN- GRAND VIEW DRIVE III FLUSH HDR. j m 4256 TNI l� -6" O DHP5656 � ® 52'xl0'HDR, fill - ORIENT POINT, NY GRD )2 "xIO"HOR. `� - f-For (3 _ — N 8b" DECK 1 I' Lq,_e " q-q - DRAWING TITLE: 15'_0„ PROPOSED 2 STORY TOP OF WINDOWS ON FIRST FLOOR ONLY T° BE AT 8'-O" �4,_O�� RESIDENCE FiR sT FL®®R FLAN SCALE I/4" = -O" DRAWN BY: DRAWING NO. S.F. 11 j CHECKED BY: ^ J.T. —_ i SCALE: AS SHOWN DATE: TUBE NO. PRO-1. 06-04-04 04-28"1 LEGEND --- — . . NEw FOUNDATION NEW PARTITION EX15T PARTITION — — — — — — — DEMOLITION PARTITION/FOUND. SD NEW SMOKE ® DETECTOR HARDWIRED WITH A BATTERY BACKUP A-6 GO/SD NEW COMBINATION CARSON LINE OF ® MONOXIDE DETEGTOR DEc_ BELOW HARDWIRED WITH BATTERY BACKUP LINE OF L.B. WALL LOAD BEARING WALL ROOF- OVER Dec_ BELOW T.B.M. TO BE MAINTAINED 0 POST TO BELOW 0 POST FROM ABOVE P.T. PRF55URE TREATED 1T-O H17G HOT DIPPED GALVANIZED IT'- Iq_b G A--I 21X6" G.J. elb" O.G. B DHP 56310 A-1 YV DHP581T ABOVE Q REP &LASS (3)2"x10" HDR. Q (5x41 HIDR.\ (2) l-5/(2)2X4°M.L. HDR. (9 2 IC)'rA OHDR. Iv POST TO o FND. T J 7 OPEN TO �I+ (3)2"X6"Io05T LINE ® ® Q MASTER o / BELOW 5T j TO HDR. BELOW ONE STORY i (OATH) y BELOW Q v Q -) U m BATH I ry d (211-3/4"x11-1/4" M.L. PLUSH HDR. 0 BEDROOM Q 1� = O O O 100 (2)2"x6" 5T TECO ALL RR. 36" NIGH (TRAY GEILIN6) — mmO xI GFM TO HDR. BEI OW I P6 RAILING Y K h ® (2)2"xb"POST 4" MAX 06-04 FOR FILING m tr & TO FND. PLOW P3 BALUSTER GAP 36" HANDRAIL DATE: ISSUE NO. DESCRIPTION WALLU 1p � N .� -I p 4" MAX. SAP K d 1 -_ .. PER R516 p C, 10112()-1011 U ® m O 0 �D HANDRAIL150 1 elco/SDI` w m (2)2"xb"POST / -s GFM (2)2"xb"POST TO HDR. BELOW CONTRACTOR SHALL VERIFYTO FND. BELOW I „ ALL FIELD CONDITIONS AND W.LG. PI HDR. 3 B DIMENSIONS AND BE O� .� O RESPONSIBLE FOR FIELD FITr? 6 P35 © x J I (3)2'x4” - O AND OUALIN OF WORK. f u O POS TO 3R ® ry � NO ALLOWANCES SHALL BE O - = In¢I HIP .IDbE T RD STORY Q R' MADE IN BEHALF OF THE po ry - p� ACTOR FOR ANY O T CONTRACTOR O .p 5O 3 4 xll-I/4" A 1 ID — — N i P34 = ERROR T. NEGLECT ON 90 4 Ml. FLUSH HDR ')' X ® �.v ® 4 � w5 PART. �, FESSIOC�P TECO ALL G.J. - 3 1 .0 el6" o.G. a ILIN6 ml� "" cFM 6 U O6-IT-04 6' y m 2'X8' G.J. UO ®D gpMAX. v Q' / Z W _ BALUSTER cl JL DRAFTING,INC, INC. O ® Is ly7 el6" O.G� d N -° FOR DECK DANT. 'A N K N "x11-I/4"M.L, �� �_���.� DRAFTSMEN AO Types Of P/ans Drafted 1 m (2)2"xb"P05T N 2460 y — FLU5H HQR. — TO GRD. BELOW HDR. / reco ALL O.J. F� Providing The Finest In Affordable `t (5)2"X4" (5)2"X4" OPEN TO Q' T'_q�� 6'-O" DANT. v P05T5 POSTS BELOW �, N �^.�-��� 5RD STORY Drafting SelViCCS x K DABOVE www,jldrafting.cam 6 a p (LATH) 5'-O" 6 6 ➢ 0 735 .0 ale N.Y. 11 Farmingdale � m Z � � 707 Suite A Route 110 • F g MASTER Fax 831 843-8180 ry MA — ry Phone (831) 843-1949 ( ) J N (3)2^xio" W f BEDROOM o n (TRAY GEILIN(S) (5) 1-5/4"x9-1/4" M.L. HDR. '( .I n JOHN TEUFEL, P.E. 2046 FX AFFW 6055 2046 FX BEDROOM ° NYS LICENSE NUMBER 061438-1 i (TRAY GEILIN6) 707 ROUTE 110 Suite A-I ° FARMIN6DALE, NY 11735 .o Q gyp( 2°XB" GJ. Ix x 1 v Z T el6" O.G. iv N `r E — �= n N TEL: (631)755-7920 Y O ( FAX: 631)843-8190 x II X W On OS � . n 2046 TYA 2046 T -- _ r hi �U m"xl0"H �. _ _. O�� 101ry+ v � PROJECT TITLE: = 12HP5646W/ 4246 'm NEW GONSTRUGTION AT 36" HANDRAIL DHP 501'1 ABOVE (S 2"xl0"HDR. W/I 1/2"xl 1/2" Q (5)2"xlo"HDR. BALLUSTERS _ 4" MAX. SAP GRAND VIEW DRIVE PER 8316 5'-10" 2'-2 4 ORIENT POINT, NY T-0" 56'-O" � '•_ir' DRAWING TITLE: 1 � PRO POSED 2 STORY SEG®N1�) FLOOR FLAN RESIDENCE SCALE DRAWN BY: DRAWING NO. S.F. CHECKED BY: J.T. A-5 SCALE: AS SHOWN DATE: TUBE NO. PRO-1. NO. 06-09-04 04-28-1 I III LEGEND NEW FOUNDATION NEW PARTITION F EXIST. PARTITION X10 RR ------------ ---- - - - --- � - - - DEMOLITION ----------- 2 8161' O.G. N — — PARTITION/FOUND. �l LINE of 5D NEW SMOKE I pIK yy / I� ROOF O.H. ® DETECTOR - --- \ \\ did a/ HARDWIRED WITH \---- -- \ \tea \ 0I� e / / BATTERY BACKUP /\ x (/Q't� // I GO/5D NEW COMBINATION I \\ ? ,N \ \\ n� ryryjry �`\q �9j�/ ® MONOXIDE DEBTEGTOR d \k/ 2"X10" R.R. I HARDWIRED WITH O.G. 5A7TERY BAGKUP O_ o L.B. WALL LOAD BEARING WALL \ \ � I T.B.M. TO MAINTAINED I o- \ + ® POST TO BELOW \ � O POST FROM ABOVE m/ P' \ \\ \\ 2 x4 POST P.T. PRESSURE TREATED TO (2) GJj( LINE OF (5)2N4` P05T -- -1 HDG HOT DIPPED GALVANIZED W I OUTER ALL \\ \ \ TO HDR BELOW / Y BELOW (2) 'x121' STRUG RIDGE \ P35 — — M.L. STRUG -ACC TIFiBb ——— T-EG07SCC�f� lryl LL� U 2110 16" O.G. FNDT TO Y� n K / P � o I / / \ CON O S / CONNECT I , I ePi \F \k n / / b xb" P05T I lry Ary Q-/\? // I \y X m PY/ I To (5) F.J. fix. � O m J/ BELOW �/ / IN OVERLAY / 0 I xI \ ROOF / \ %Q• �I� I / J/ a�/ xI� 2"XIO" R.R. I L----------- I F%Q' -XIO'. G. / �I \ ®16" O.G. \ // \ U� 2��e16" O.O. Rip _ I 7B DS / 9C / p1 O 610 O.G. „\ SIMPSON 0518 STRAP TIES 616" O.G. Ob-04 1 FOR FILING I U/� 2"X10" RR. 2'X10' R.R. (SEE DETAIL P. A-I) / L �? I IDES) 12 X8 WIND TS RNI2 XIO" R.R. 6 IES"O.G. DATE: ISSUE NO. DE5GRIPTION l /� J\ / \ (2)I-5/4"x11-1/4"M.L 5 PER 3.5.4.1 (Pr-CM) 2^XB" R.R. T� 3{�i \� 015 BLD6. RAPER (2)1-5/4"x11-1/4"M.L. STRUG RIDGE ASPHALT SHINGLES PER 55.1.4 (WFGM) BRACING TECO ALL R.R. L r 616" O.G. alb" O.G. J�'� / \ '�/ I I +A2�( ¢ l \ moo 1'44, I 6 48" O.G. FIRST (2) R.R. BAYS SOF NEW ALL ITIONS AND ENNONe ry+ y, \ \`� I I nI� ------J I \ ,JLO 0 00 / \ o < R\ / I UNDERCASPHAL SHINeLES. 5 (WFGM) _ELD MEM ONLIB ALD BOFIELDD FIT mGy NTEU 9 I ll..� Q,. T \ R IL———————I— \ +\� / � V / PER 3.5 NO ALLO�NOr SHALL BE ry/ / \ \ O R AND Ci ADE IN BEH LF WORK. THE lid \ \ e / K p \ SHIELD TO CONSIST OF SELF- \ rYy \ / \ ADHERING POLYMER MODIFIED ERROR OR NEG EGTON pI // BITUMEN SHEET. SHEET 15 TO 12 HI5 PART. \. FSSIO d _---XI \ COMPLY WITH ASTM D 1980 IL-----/ zJ / r - Ob-1'7-04 i I I \ EXTEND 2'-O" PAST INTERIOR I.:1 i \ - --- V (2) 2'x12' BE IDLE OF WALL a1 / STRUG R L----- --- ----J 2"x10" RR. ® Ib" O.G. ATTIC .. 2"X10" R.R. 21'X6" G.J. 2 xb" G.T ® 16" O,G 2"x10" G.J. .. JL DRAFTING, INC. 616" OA. 616" O.G. YOND (2�v/8" BOLTS KNEE WALL a Ib" O.G. EACH TEND URAPT3EAEN All Types Of Plans Drafted i; t FROM FLUSH R-I9 IN5UL EAC 'fF C.T) 21'x8" RIDGE c =_`" HDR. TO RID6E 2"x6" R.R. 6 16" O.C. �e� Providing The Finest In Affordable ROOF FLAN SiS�tS1, 6M 6M Drafting Services'" 51MPSON MT530G HURRICANE CLIP (2J 1 x11-1/4" 2 CONNECTOR EAA.. R.R. T16 STUD ML. H HDR FLUSH "' www jldrafting.com 5GALE 1/4" = -O e Ib" O.C. g (SEE DETAIL P. A-0 R-50 TECO ALL G.J. 1z t 707 Suite A Route 110 • Farmingdale N.Y. 11736 INSUL SIMPSON phone (631) 843-1949 Fax (031) 843-8190 GUTTER l LEADERS (TMP) 611LHHURRICANE CLIPS (R.R. TOHDR) I"X6" RIM BOARD PER 1/2'. 55.1.3 MPGM) eve 1'-o"O.H. PER 5.5.1.1.3 (WFGM) 7JOHN TEUPEL, P.E. CONT. VENTED = n 56" HANDRAIL (2)2"x6" HDR - NYS LICENSE NUMBER 061455-1 061438-I 2"X18" R.R SOFFIT 6 Ib" O.G. W/1 I/2"x1 1/2' m 1/2 GDX SHEATHING 2"X8' NAILER 'b MID-SPb,N BALLUSTERS 12" O.H. -70-1 ROUTE 110 Suite A-I 815 BLD6. PAPER BOLTED TO HOUSE BRACIN44 F 4" MAX. GAP DONT. VENTED SOFFITS ASPHALT SHEC INGLES TO ALL R.R. (TYF) PER R316 FARMIN6DALE, NY 11735 12" WOOD JOIST 6 16" O.G. SIMPSON BG4Z POST GAP TEL: (631)•755--1820 _ SIMPSON H4Z HURRICANE CLIPS 12TO 5/4" PLY a EACH POST FAX: (631)843-8190 e I6" O.G. (R.R. TO HDR) 3r— (2)I-5/4":AI-1/4" SUB-FLOOR /4"x1FLUSH OPE M.L. HDR. FLUSH M.L.ML. HR. FLUSH r (B) 8D NAILS RISMD TECO ALL G.J. TECO ALL G.J. ABOVE I/4" LUAN nRl 6"x6" POST pj PROJECT TITLE: OPEN 10 T 10" DEC. COL. AROUND 12. O.H. ABOVE TYPICAL NEW WALL OON5TRUCTICJIN TO P5544AZ POST BASE (2)2"Xb" TOP PLATE PER 3.4.1.2 (WFGhv d BG6Z Po57 GAP NEW GONSTRUGTI ON AT (2)2"XIO" HDR 21'X6' STUDS a 16"O.G. PER 9.4.1.1, 9.4.1.1.2 (WFGM) SIMPSON 504Z POST GAP 1/2" IFOM. (HDR. TO POST) 21'X6" SHOE PER 3.4.1.5 (WFGM) GRAND VIEW DRIVE (SEE DETAIL P. A-Un REAR DECK O 1/2" GDX PLYWOOD SHEATHING PER 3.5.4.1 (WFGM) WITH ROOF P 3/B" FOAM BACKER(RAA)� ORIENT POINT, N Y 4"X4" POST OVERVINYL SIDIIN& 4" P.C. GONG. 5LA13 1 12" PIOOD I JOIST R-I9 INS. (2) 2'X10" 5/4"xb" a Ib O.G. D.J. 616" O.O. MAHOGANY 5/4" PLY SUB-FLOOR DECKING R-19 INSUL. _ BRIIc'GIN6 REOV .�.. DRAWING TITLE: 51MP50N 12" 6516 STRAP TIE SIMPSON A (P0521Z T TOAN6ig S2$( PL1$2SiS2Rt a ' (5) I-9/4"x11-I/4" � (GDR. TO D.J) M.L. GRD. NOTE, B" P.G. TRENCH FTG. PROPOSED 2 STONY ALL FRAMING LUMBER (2)2^)(B1' HR. 2'X10" NAILER e" P.G. NUS.-L To 56" BELOW GRADE TO BE DOUGLAS SIMPSON 6C4Z P05T GAP I I BOLTED TO HOUSE ON B"xlb" "O.G. FT&. RESIDENCE FIR-LARCH 02 OR p T bAU6E ILON E STEEL FLASHING BETTER (GRD. TO POST) I TECO ALL DJ. (T'P) TO 6" BELOW YL 511 SILL (5EE DETAIL P. A-2) —\, `� l B° UNDER VINYL SIDING NOTE: 4"X4" POST 21'X4" WINDSTORM BRACING SIMPSON PB544AZ POST BASE //L, BA::iEMENT 4" P.G. SIMPSON 6516 STRAP TIES b" O.G. IN SABLE END 12" DIA. X 136" DEEP 50NOTUBE FTS. / SLAB 816" O.G. (SILL L STUDS) alA-1) BELLS STRAPS ABE LAPPED UNDER SILL (SEE DETAIL P. A- BELLS TO 24" DIA. 0 56" BELOW GRADE (SEE DETAIL P. A-2) NBE I&SELL FTG. DETAIL) DRAWN BY: DRAWING NO. (SEE SONOi (2)2"X6" P.T. SILL, SILL SEALER S.F. NOTE (PER R 905.2): #4 RE-BAR (CONT) NON-METALLIC TERMITE SHIELD (4) NAILS MIN. Rear FOR EACH ASPHALT BOL S 5 55TBIb4 12 ANCHOR CHECKED BY: SHINGLE IF EAVES ARE LESS THAN 20' ABOVE 56'x36"x24" BOLTS 36° O.G. ! 12" (80TH WAYS) _�1 GRADE. (IF NAILS MIN. RE SS EA N 2CN E IF _ P.G. F76. FROM EACH CORNER, 5"X5" 50. WASHER HIPS J.T. EAVES ARE 20' OR MORE ABOVE GRADE. „ EC,7I ON 1 A 1 E les RE-BAR NAILS TO BE &A-V. STEEL, 12 SAU6E, I" LONG EACH WAY. SCALE: WITH 5/B" DIA. HEAD. W/ 4" L.O. AS SHOWN ABOVE (TYP) SCALE /4° = I'-O° DATE: TUBE NO. PROJ. NO, 06-Og-04 04-287 1 �'h i LEGEND —�-- NEW FOUNDATION T NEW PARTITION 2"XIO' R.R. DSHEATHIN6 PER 95.4.1 (WFCtU EXIST. PARTITION P BLDG. PAPER ASPHALT SHIN6LE5 - - DEMOLITION R-191N5UL. 51MP50N G516 STRAP TIES ®16" OG. PARTITION/FOUND.FOUND. (SEE DETAIL P. A-1) 50 NEW SMOKE 2"X8 WINDSTORM BRACING ® 45" O.G. FIRST (2) R.R. BAYS ® DETECTOR DWIRED WITH I PER 3.55 (WFGM) RIDbE 2"X12" RIDGE HAR VENT PER 3.5.1.4 (WFGh) BATTERY BAGKUP ICE { WATER SHIELD UNDER ASPHALT 5HINSLE5. NEW COMBINATION SHIELD TO CONSIST OF SELF- GO�SD SMOKE / CARBON MONOXIDE DETECTOR ADHERING POLYMER MODIFIED (2) 1/2" BOLTS f NUTS BITUMEN 5HEET. SHEET 15 TO EA. END (R.R, TO G.T) COMPLY WITH ASTM D 1970. HARDWIRED T BATTERY BAGKUP SIMPSON MT53OC HURRICANE CLIP -I L.B. WALL LOAD BEARING WALL CONNECTOR EA. R.R. TO STUDTO BE MAINTAINED ' ® 16" O.G. Stt' 2"xB" G.T. T.B.M. (SEE DETAIL P. A-I) a 16" O.G. ® POST TO BELO GUTTER ! LEADERS R-19 INSUL ' RER D POST FROM ABOVE I"X6" RIM BOA- 1 3.5.15 (WFGM) TOP OF PLATE P.T. PRESSURE TREATED 2'-0" I/2" 6WB I'-O"O.H. PER 3.5.1.1.3 (WFGM) HDG HOT DIPPED GALVANIZED CONT. VENTED SOFFIT LIVING ROOM • IF m _ TYPICAL NEW WALL CONSTRUCTION: MID-SPAN m BRACING N (2)2"X6" TOP PLATE PER 9.4.11 (1 (TYp) p 2"Xb" STUDS 8 16"O.G. PER 5.4.1.1, 5.4.1.12 (INI ' v 1/2" &A.13 2"Xb" SHOE PER 3.4.1.5 (Wr-GNU 1/2" GDX PLYWOOD SHEATHING PER 55.4.1 (WFGNU TYVEK 12" WOOD 1 JOIST 3/8" FOAM BACKER (11 ® 16" O.G. VINYL 51DING 9/4" PLY BUB-FLOOR I INS. R-19 INSUL. FINISH FLOOR ,S�Z tRS2S2SL StSiSiS2, �2S2SL - 0 r (3) 1-3/4'XII-1/4" M.L. GRD. GRADE SIMP50N 0516 STRAP TIES a" P.G. WALL III O.G. (SILL TO STUDS) ON 8"x16' P.G. FTG. STRAPS TO BE LAPPED UNDER BILL Mrp) Q (SEE DETAIL P. A-U i6 (2)2"X6" P.T. SILL, SILL SEALER (BEE D N G516 STRAP TIES ®Ib" O.G. NON-METALLIC TERMITE SHIELD 4" P.C. (SEE DETAIL P. A-U SIMPSON S5T316HD& ANCHOR BA5EMENT SLAB BOLTS 56" O.G. k 12" (BOTH WAYS) PER X12" 4 (INF 06-04 FOR FILING FROM EACH CORNER, 3"X9" 50, WASHER HDb PER 3.5.1.4 (WFGM) 2"X10" R.R. ® Ib'O.G. TECO ALL R.R. DATE: ISSUE NO. DESCRIPTION M4 RE-BAR (CONT) I/2" GDX SHEATHING PER BS�.4fi1 (11 PAPER 36"x36"x24" ASPHALT SHINGLES \ P.G. FTG. (9) *5 RE-BAR 2"X8" WINDSTORM BRACING EACH WAY. a 48" O.G. FIRST (2) R.R. BAYS 12 ALLnoNFIELD C SHALL VERIFYOF W/ 4" L.G. PER 3.55 (WFGM) 12� DIMENSIONNS AND I BE NS AND I ABOVE (TYP) \ RESPONSIBLE FOR FIELD FIT w p L9 � GTION ICE k WATER SHIELD AND DUALITY E5 WORK. UNDER ASPHALT 5111"LE5. 2"xb" G.T. NO ALLOWANCES SHALL BE < SHIELD TO CONSIST OF SELF- MAGE IN BEHALF OF THE SCALE /4�� = -O�� ADHERING POLYMER MODIFIED ® I6" O.G. ERROR N FOR ANY \ ERROR OR NEGLECT ON O c BITUMEN SHEET. SHEET 15 TO HIS PARr �, ,�\O, 6Y COMPLY WITH ASTM D 19'10. Q yam`CF6F.S1 SIMP50N MT59OG HURRICANE CLIP MCI CONNECTOR EA. R.R. TO STUD 2"x8" G.J. JL DRAFTING, INC. a 16" O.G. ki Ib" O.G. (SEE DETAIL P. A-1) F2-I9 INSULAI/ Types Of Plans Drafted DRAITSNNN 1D Q� i le SUTTER6U1RIM k LEADERS 1^xb" RIM BOARD PER �- TOP of PLATE F� Providing The Finest In Affordable Services Dra 'n S I .� 8 9.5.1.9 (WFGM) I/2" y.0,• I bW0 11-0"O.H. PER 3.5.1.1.9 (WFGM) CONT. VENTED 36„ HANDRAIL w .Jldraftin .cam SOFFIT W/I I1 I/2” _ - 707 Suite A Route 110 • Farmingdale N.Y. 1173E TYPICAL NEW WALL CONSTRUCTION: BATHROOM W.I.G. HALL DECK SALLUSTERS O Phone (631) 843-1949 Fex (631) 643-8190 (2)2"X6" TOP PLATE PER 5.4.1.2 (YlGM) 4" MAX. GAP -'� m 2"X6" STUDS 6 16"O.C. PER 3.4.1.1, 9.4.1.1 (WFGM) PER R516 1/2" (SAB. 12" WOOD I LOW 2"x8" D.J. a Ili:" O.G. JOHN T CI 2'X6" SHOE PER 3.4.1.5 (WFGM) a 16" O.G. W/ 5/4"x6' KII, &ANY JOH `S I F-UFLL, F.E. I/2" GDX PLYWOOD 5HEA7HIN6 PER 5.5.4.1 (T OMC 5/4" PLY SUB-FLOOR DECK INS BRID61N6 REO'D NYS LICENSE NUMBER 061458-I 3/e" FOAM BACKER (REI A) FINISH FLOOR - VINYL SIDING - R-19 INS. ..,1 TOP OF PLATE "707 ROUTE 110 SUIkO A- PARMINGDALE, NY 11755 2"&R TEL: (63U-755-7920 SIMPSON 6516 STRAP TIES (91`45 ®I6" O.G. (STUD TO STUD) MID-SPAN FAX: (631)843-8190 (SEE DETAIL P. A-I) BRACING (T'P) TYPICAL NEW WALL GONSTRUOTION, LAUNDRY ROOM HALL BATHROOM V L.G. 4 (2)2"Xb" TOP PLATE PER 5.4.1.2 (Ai (TYP) v PROJECT TITLE: 2"X6" STUDS 8 16"0.0. PER1/2-- /2(G WB, 2"Xb" SHOE PER 3.4.15 (WFGM) 12" WOOD 1 JOIST NEW GONSTRUGTI ON AT 1/2" GDX PLYWOOD SHEATHINb PER 55.4.1 (WFGM) ® Ib" O.G. TYVEK 3/4" FLY 5UB-FLOOR 3/8" FOAM BACKER (R-1.9) R-19 INSUL. FINISH FLOOR GRAND VIES ORI\/E VINYL SIDNN& EYR106INS REV'D d2S2S2SL � — ORIENT POINT, NY - N (S) 1-5/4"x14" &RADE GARAGE SIMPSON G516 STRAP TIES I 1 AIG" O.G. (SILL TO STUDS) 8" P.G. WALL J ` DRAWING TITLE: STRAPS TO BE LAPPED UNDER SILL ON 8"x16" P.G. F T6. Q L (5EE DETAIL P. A-U (TYp) (2)2"X6" P.T. SILL, SILL SEALER P 12" DIA. X 96" DEEP SONOTUBE FTS. NON-METALLIC TERMITE SHIELD BELLS TO 24" DIA. a 56" BELOW &RADE SIMPSON SST516HDG ANCHOR 4„ P.C. �ROPOSED 2 STORY BOLTS 36" O.G. k IY' (BOTH WAYS) (BEE 50NOTUBE WtBELL FTG. DETAIL) FROM EACH CORNER, B"X5" SO. WASHER Hi SLAB RES D;=NGE %4 RE-5AR (CONT) 3b"xSb"x24" P.G. FTG. (3) �5 RE-BAR EACH WAY. DRAWN BY: DRAWIN6 NO. K/ 4" L.G. S.P. SEDT I ON IO ' FILLL LG. SOLID CHECKED BY: J� WITH GONG. / �— I � J.T. SCALE /'( ' = I'-O" SCALE. AS SHOWN DATE: TUBE NO. FROJ. NO. ' 06-09-04 04-28� p LEGEND - NEW FOUNDATION 12 12� NEW PARTITION EXIST. PARTITION DEMOLITION 12 - - - - - - - PARTITION/FOUND. SD NEW SMOKE DETECTOR HARDWIRED WITH BATTERY BAGKUP NEW COMBINATION CARBON SM / 12� - _ 36" HANDRAIL ® MONOXIDE DETEGTOR -I-VI 1/2"xl 1/2" HARDWD IREWITH _BALLUSTERS BATTERY BAGKUP AP ASPHALT — - PER R316 SHINGLES _ STONE L.B. WALL LOAD BEARING WALL _ cHIM. T.B.M. TO BE MAINTAINED _ - — ® P05T TO BELOW RIvaE O P05T FROM ABOVE VENT — P.T. FFE55URE TREATED TOP OF PLATE HDG HOT DIPPED GALVANIZED HI — -M 51DN6 — O 2 j m 0 m ' 36 HANDRAIL - CRICKET -a m 'p WI 1/1I/2" - 7 BALLUSTER5 4" MAX. CAP = _ - n Q PER R316 - N j -- FINISH FLOOR N ry N h TOP OF PLATE I 0 V Ulm - —. 06-04 1 I FOR FILING FINISH FLOOR - ._ - - DATE: I ISSUE NO. DESCRIPTION GRADE FRONT I \ / /� �I 1..=� X Y�� I ®I Y , SOF NEIiyY CONTRACTOR SHALL VERIFY y�P,Z,C�TEUF O,p ALL FIELD CONDITIONS AND DIMEN51ON5 AND BE p RESPONSIBLE FOR FIELD FIT .fl'�.S�• 2 AND QUALITY OF WORK, SCALE 1/4" = �-0�' NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE ANO 0 �Z CONTRACTOR FOR ANY ERROR OR NEGLECT ON OFES51-j ROOF HIS PART. b.e h VENT 06-11-04 (TYP) 112 - - - JL DRAFTING, INC. 12I - ORAPTSME All Types Of Plans Drafted Providing The Finest In Affordable Draf king Services'" 12 2I -- www.jldrafting.com 2 �T 707 Suite A Route 110 • Farmingdale N.Y. 11735 — I12 Phone (031) 843-1849 Fax (631) 043-8190 JOHN TEUFEL, P.E. 36° HANDRAIL NYS LICENSE NUMBER 061438-I Ill I/2"x11/2" — BALLU5TER5 12_ ASPHALT 4" MAX. GAP 12 - SHINGLES '707 ROUTE 110 SUItB A- PER R516 FARMINGDALE N-T- II"i35 STONE - CH1M. TEL: (631)755-'1920 FAX: (631)843-8190 "OP OF PLATE -N PROJECT TITLE: O HOF':: T 51D 1.1� _ III ' I LEGEND I ' NEW FOUNDATION OVERLAY NEW PARTITION ROOF 1 ' ' EXIST. PARTITION RIDGE — DEMOLITION VENT — PARTITION/FOUND. SD NEW SMOKE DETECTOR 12 ® HARDWIRED WITH F 12 BATTERY BACKUP 121 12 NECOMBINATION VENTS W GO/5D SMOKE / CARBON ASPHALT MONOXIDE DETECTOR SHINGLES HARDWIRED WITH BATTERY BACKUP • L.B. WALL LOAD BEARING WALL T.B.M. TO BE MAINTAINED 0 P057 TO BELOW TOP OF PLATE 0 P057 FROM ABOVE F.T. PRESSURE TREATED HOT DIPPED GALVANIZED O HORZ. N 51DIN6 m — Q 56" HANDRAIL — W/I 1/2"A 1/2" m BALLUSTER5 4" MAX. GAP Sr PER R5I6 Th FINISH FLOOR N N TOP OF PLATE 56" HANDRAIL _ N W/1 1/2"xl 1/2" O iD 4" MAX.. 6A ' I 4" MAX. GAP v PER 8516 FINISH FLOOR 06-04 1 FOR FILING m DATE: ISSUE NO. DESCRIPTION .'i. .. .. GRADE LATTICE ,�EOf- NFA, GONTRAOTOR SHALL VERIFY �•O'�NTEUF YO CONDITIONS AND r 9 ALL FIELD ANDITI DIMENSIONS AND BE tj ^,>, :'.t • ry RESPONSIBLE FOR FIELD FIT . . - RETAINING . OJALTY OF WORK. WALL NO ALLOWANGE5 5HALL BE F y MADE IN BEHALF OF THE q ti0 9$ •„ CONTRACTOR FOR ANY >>j 6 O I '� ERROR OR NEGLECT ON FFSSIO H15 PART r 06-17-04 FT E �Y• �T I ON JL DRAFTING, INC. - All TPe s Of Plans Dra£ted DRAPfBMGN Y r w C ? SCALE I/4" - I'-O' Providing The Finest lnAffordable 2�4 Drafting Services 36" HANDRAIL 12 W/I /2"xl I/2" 12F www.jldrafting.com BALLUSTER5 4" MAX. CAP _ 707 Suite A Rent. 110 • Farmingdale N.Y. 11735 F Phone 831 B 3-194B Fax 831 843-8190 PER 8516 ( J 4 ( 1 _ JOHN TEUFEL P.E. NY5 LICENSE NUMBER 061438-1 2 __ - 707 ROUTE 110 Suite A I ASPHALT 12� H _ FARMIN(5DALE, NY II'755 SHINGLES TEL: (631)-755-"7c120 — -- FAX: (651)845-8190 TOP OF PLATE - PROJECT TITLE: NEW GONSTRUGTION AT T V - - m o HORZ. - — m SIDING - _ GRAND VIEW DRIVE - — - ORIENT POINT, NY -- —d 2 FINISH FLOOR _ TOP OF PLATE DRAWING TITLE: i 414� ® - _ 56" HANDRAIL - PROPOSED 2 STORY - W/I 1/2"A I/2 : - BALLUSTERS O — - 4" MAX. GAP RESIDENCE I � v - PER R5I6 FINISH FLOOR DRAWN BY. DRAWING NO. . .. rA CHECKED BY: GRADE STONE ATTIOB . R 16 H E L rE Y A 1 I ®N GHIM. SCALE: AS SHOWN DATE: TUBE NO. PROJ. NO. SCALE 1/4" = I '-0" 06-09-04 04-287 d