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Home My WebLink About31001-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31410 Date: 01/23/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 4340 OLE JULE LA MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 122 Block 4 Lot 30 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 18, 2005 pursuant to which Building Permit No. 31001-Z dated MARCH 15, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to OLE JULE LANE, LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0169 01/05/06 ELECTRICAL CERTIFICATE NO. 100651C 12/05/05 PLUMBERS CERTIFICATION DATED 01/16/06 THOMAS HERMAN, JIL PLUMB. Aut rized Si nature Rev. 1/81 I^na:0 4,o 0 Imo, l,4 Form No.6 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 < APPLICATION FOR CERTIFICATE OF OCCUPANCY 03 This application must be filled in by typewriter or ink and submitted to the Building Department with the followily.: 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 2110 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.0000 Date. 13, �0 U 4 , New Construction: Old or Pre-existing Building: (check one) Location of Property: 0,60 7;1415 T a A: /V i/ House No. Street Hamlet Owner or Owners of Property: �� , p� /,� [ ¢ 1E LL C Suffolk County Tax Map No 1000, Section 1_?A Block 0 Z/ Lot 3 d Subdivision Filed Map. Lot: Permit No. 3/0 6 t Date of Permit Applicant: OLS Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $._14�0 ~ Applicant Signature coq 319 10 James F. King,President ��0 SOUIy� Town Hall Jill M. Doherty,Vice-President 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen CP John Holzapfel Telephone(631) 765-1892 Z9 COU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0091C Date Jan. 20, 2006 THIS CERTIFIES that the single-family dwelling & deck At 4340 Ole Jule Lane, Mattituck Suffolk County Tax Map # 122-4-30 Conforms to the application for a Trustees Permit heretofore Filed in this office Dated 5/3/04 pursuant to which Trustees Permit# 5942 Dated 6/24/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling & deck The certificate is issued to ROBERT VILLANI owner of the aforesaid property. Authorized SignatyiX 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. 31001 Z Date MARCH 15 , 2005 Permission is hereby granted to: S BERNHARDT (VILLANI) 127-01 METROPOLITAN AVE KEW GARDENS,NY 11415 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE & COVERED FRONT PORCH AS APPLIED FOR PER FEMA REGULATIONS; FLOOD PMT INCLUDED at premises located at 4340 OLE JULE LA MATTITUCK County Tax Map No. 473889 Section 122 Block 0004 Lot No. 030 pursuant to application dated FEBRUARY 18 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 15 , 2006 . Fee $ 1, 120 . 90 Authorized Signature ORIGINAL Rev. 5/8/02 .�e AI'. 4 , in U a ' tF�s �hI! Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application < 12/512005 375 Dunton Avenue 100651C „ t � East Patchogue, New York 11772 ' p (631)286-6642 i {� Issued To: Olejule LLC na tj Street: 4340 Olejule Lane Village: Mattituck Zip: 11952 Town: Southold Section: 122 Block: 3 Lot: 4 1 . 1 Contractor: Kevco Electrical Contr. Corporation Lic. # 32431 ME Was examined and found to be in compliance with the National Electrical Code. (" ❑ Commercial ❑ NV Defects ❑ Pool A 1st Floor [7 Indoor ❑X Basement ❑ Hot Tub Residential [] Det.Garage RXI Attic X❑ 2nd Floor X] Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 46 63 64 12 2 3 =%; Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 GAS Furnace Oil Gas Circulators Smoke Detector Bell Transformer =- ry' 1 X 2 7 1 as M ,I Meter Amps Phase UG/OH Jacuzzi Television CO Detector ; 1 2011 1 /0 Bldg. Permit: i ! Other Equipment F1-- 200 Amp Main Breaker Panel/ 1-20 Amp �~ 9 Spec Outlet/ 1-60 Amp Spec Outlet/2- 30 ^mp A/C Rain Tight Disconnect Hugo S. Surd/ ry" @[��«. ... President ., a f 1 per. a! Rough Inspection: 07/28/2005 ..o, ; i Inspector: John McMahon III - Final Inspection: 12/01/2005 dd Inspector: John McMahon III - This auti8cete must not be altered in any manner. Inspectors may be identified by their credentials. •` a� MW t w + I 9 1 �gUFfOtGo ,�c� e Town Ball,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 ��O QQ� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: //W /00 Building Permit No. 31 O O 1 Owner: (Please print) Plumber: 'Z/�j/bzC4S (Pleasepnilh I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this �w day of (4-1/G 20 0 VINCENT C—.NEWMAN Notary Public, State Of New York No. 31-4675121 Notary Pag4ualified In New YorlIyy�qqy,r�yy wee mar�f{`�0,j200Y I'd ZZ999Z9 91,9 luepin ueel!3 dL£:90 90 £1, uer FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No.3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Importatt Read the Instructions on pages 1.7. SECTION A-PROPERTY OWNER INFORMATION ForlmvawUnp"Usa BUILDING OWNER'S NAME Poky Number SANFORD&SARAH BERNTARDT BUILDING STREEFADDRESS(I iduditg Apt,Unit Sucre,aWor Bldg.No.)OR P.O.ROUTE AND BOX NO. Company MAIC Number E 4340 OLE JULE LANE CITY STATE ZIP CODE MATTM" NY 11952 PROPERTY DESCRIPTION(Lot and Mock Numbers,Tax Parcel Num1w Legal Desorption,etc.) 1000.122-01-30 BUILDING USE(e.g.,Residential,Nonresidential,Addition,Accessory,etc. Use a Comments area,fi necessary.) RESIDENTIAL LATITUDFAONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS(Type):_ ( W-##-#4.##" or ##.#####°) [3NAD 1927 [1NAD 1983 ElLEGS Quad Map ❑Other._ SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFP COM UNRY NAME RCOM!"ITY NUMBER 82 COUNTY NAME 9.STATE MffHOLD,TOA'NOF360813 SUFFOLK NY B4.MAP AND PANEL B7.IRA PANEL B9.BASE ROOD ELEVATIONS) NUMBER B5.SUFFIX B&FIRM INOEXOATE EFFECTIVEREVOED DATE BB.FLOODZOtE(S) V"AO.usedepNdmodig) 3610300482 G MAY 4,1998 AE EL8 B10.Indicate the source ofthe Base Flood Elevafim(BFE)data or baseflood depth entered in B9. ❑FIS Prdle ®FIRM ❑Cmmunity Delemrined ❑Olther(Describe): B11.Indr.4te the elevation datum used forthe BFE in B9:N NGVD 1929 ❑NAVD 1988 ❑Olfw(Describe):_ B12.Is ft biking baled in a Coastal Barrier ResDjcm System(CBRS)area orOtllewise RotecW Area(OPA)? ❑Yes N No Desigrkbon Date_ SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl.Building elevations are based on:❑Construction Drawings' ❑Building Under C druclii NFinished Construction •A new Elevation Certificate will be required when aoelnxdim ofthe building is om plete. C2Wilding DiagarntJoriler8(SeledGebWdrgdiagammoslsi ilarlDthebuldirg(arwhichthiscerulkateisbeingoorrgleted-seepages6and7. Crlodiagram =WA* C3.Sevaliors—Zones Ai-A30,AE,AH,A(with 8FE),VE,V1430,V(wilh BFE),AR AWA,ARAE,AWA1,A30,AWAH,ARIAO CarplellB Ilets C3..ai below accadig tithe building diagram specified in Ren C2.State the datum used.If the dation is d8oerntfiorn the dahun used for the BFE in Section B,catverttodahrnIoMused fatlsBFE Shmileldmeasurements anddahxmmnversimc21ala6m. UsethespacepmvidedortNiCanmentsaread Sectim D orSection G,as apopiale,to doaunentthe daum cornesion. DahnWVD ConerwWormals_ Elevabon n9kerim mark used_Does the elevation rderence mark used appear on the FIRM? ❑Yes NM 's ry Y o a)TopdbotbmAoor(ndrdrgbasmatorendostue) 5. 9ft(m) ��P NT,MEp2 O'QF o b)Topdrext iglsrkar 9.8ft(m) o c)BotkmdbxesthaimrialsGududrreMer(Vmnesoely) __R(m) o d)AGadwa sdgge(lopdslab) 6. Ot(m) E a * e 7k o e)LaAiWdevabmdmadwieryandbregtipmerlt w ° smridtgtheb ding(DesubeinaCo mens area) 9.8ft(m) # o f)Lowest 4acerd(trishad)grade MG) 6111(m) z'Q � N ' 0 9)Hoed aVoerG(frislhed)grade(FiAG) 7. 3ft(m) LAW h)No.ofp Nopoirgs(CoodvaGs)withntftabovead)aoentgrade8 o I)Trial area of all permahe t operinp(flood vents)in C3h 28(18 sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,ORAMUECT CERTIFICATION This callification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and C on this certificate represents my best efforts to interpret the data available. 1 understand That any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. CERTIFIERS NAME JOHN T.METZGER LICENSE NUMBER 49618 TITLEPRESIDFNT COMPANY NAME PECONIC SURVEYORS,P.C. ADDRESS CITY STATE ZIP CODE RO.BOX909 SOUTHOLD NY 11971 SIGNATURE )�n DATE TELEPHONE 01A1,06 (631)7655020 FEMA Form 81-3. , nuary 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS(Including Apt., Unit,Suite,and/or Bldg.No.)OR P.O. ROUTE AND BOX NO. Policy Number CITY STATE ZIP CODE Company NAIC Number SECTION D-SURVEYOR,ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agenUcompany,and (3)building owner. COMMENTS 1I Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items Et.through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed– see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is 1—IJ ft.(m)1-1_1in.(cm) 1-1 above or 1_I below (check one)the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7),the next higher floor or elevated floor(elevation b)of the building is —I_-1 fL(m)1_1_1in.(cm)above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1_1 Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,.B,C(or E),and 6 of this Elevation Certificate. Complete the applicable item(s)and sign below. G1 1-1 The information in 4gction C was taken from other documentation that has been signed and embossed by a licensed surveyor, 'engineer,or architect.Who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation'datp in the Comments area below.) G2. 1 �1 A Gommunify official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. ' �' G3. 1-17he following ii 6nnatioq(items G4-G9)is provided for community Floodplain management purposes. GI 4.PERMIT NUKA P _ - G6. DATE PERMIT ISSUEDG6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY SSUED G7.This permit has been-Issued for: I I New Construction I I Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building is: _ft.(m)Datum: G9. BFE or(in Zone AO)depth of flooding at the building site is: _ft.(m)Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 1_I Check here if attachments FEMA Form 81-31,JUL 00 REPLACES ALL PREVIOUS EDITIONS 9 JAMES J. DEERKOSKI, P.E. y260 Deer Drive 2� Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Flow thru Vents Ole Jule La. LLC 4340 Ole Jule La. Mattituck, NY 11952 Permit#31001 To Whom It May Concern: After an inspection was preformed on the above property, it is deemed that all flow thru foundation vents are in working order and meet the required specifications of all Am and local codes. Any other questions please call. EMS O \ �SpFNEyVy r C�5 3.DE9�09� s� ow incekely m OA 0 v S 9�FE 1 Jameg J_ I,ee\ ski � I J ho��OF SOUIyo� VS0 coulm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL & ; [ ] FIREPLACE & CHIMNEY /[ ] FIRE SAFETY INSPECTION REMARKS:— DATE EMARKS:DATE I �—�� INSPECTOR / Q O / agf$OUlyo� �©f u TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ INAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION n� -� REMARKS: o•, DATE �z �s �'� INSPECTOR /y�z ✓�" - OF souryo �o 3 � L) coum, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION /N4 FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY //jj[ ] FIRE SAFETY INSPECTION REMARKS: Az�-Y-�— lr DATE �� INSPECTOR ID 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND f INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE -/� OS INSPECTOR o D / 765.1862 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE _ g INSPECTOR 31 oo l Z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: it DL YJ t7Z- �r s DATE INSPECTOR ' 31ool z , 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: J ` 6- -05, DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �� t4 ®` /U OT S7�f1'rt7' /�'�l/V DATE �4'/ / �� INSPECTORy'�" ° r 765-1802 BUILDING DEPT. PECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c DATE ` l �� INSPECTOR i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03117/00001 January 7,2004 FACILITY/PROGRAM NUMBER(S) EXPIRATION DATE(S) PERMIT January 31,2009 Under the Environmental Conservation Law (TYPE OF PERMIT N New ❑Renewal ❑Modification ❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7;6NYCRR 360:Solid Certification Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 17,Titles 7,8: SPDES ❑ Article 27,Title 9;6NYCRR 373: Haz- ❑ Article 15,Title 15:Water Transport ardous Waste Management ❑ Article 19:Air Pollution Control ❑ Article 15,Title 15: Long Island Wells ❑ Article 34:Coastal Erosion Manage- 0 Article 23,Title 27: Mined Land Recla- ment ❑ Article 15,Title 27:Wild, mation Scenic and Recreational Rivers ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Articles 1,3, 17, 19,27,37; N Article 25:Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Sanford&Sarah Bernhardt (212)723-7268 ADDRESS OF PERMITTEE 21 Stuyvesant Oval,Apt. 10 G, New York, NY 10009 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER East End Land Use Corp. (631)283-7020 P.O. Box 68,Southampton, NY 11969 NAME AND ADDRESS OF PROJECT/FACILITY Bernhardt Property,4340 Olejule Lane, Mattituck, New York LOCATION OF PROJECT/FACILITY Southold.SCTM#1000-122-04-30 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold James Creek 707.9,4.5399 Construct a single family dwelling, decking,walkway, driveway and septic system as shown on the attached survey/plans prepared by John T. Metzger, last revised 12/10/2003 and NYSDEC approved on 1/7/04 By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS John Pavacic Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE R�- ,-z__ January 7, 2004 Page 1 of 4 Board Of Southold Town Trustees SOUTHOLD, NEW YORK L SCTMY122-4-30 PERMIT NO. _ DATE: June 24, 2004 _. tl-+ ......._._ SANBNRDT r.' ,. ISSUED TO .._..... DFORD _ _...___ ...ER... HA_.. _.__ _ _..__ ....... ..._.... K� Pursuant to the provisions of Chapter 615 of the Laws of $ the State of New York, 1693; and Chapter 404 of the Laws of the x State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS.FR.OM LANDS UNDER TOWN WATERS;..'. and in accordance with the Resolution of The Board adopted at a meeting held on ---- 2.0..0-.4.., -_2004 and in consideration of the sum of 5.._250.00 paid by I Sand4ohd Bennha)Ldt .. . .... _ ...._._ ._ . ..... ... _ _._..._.... _ .......... ........... ; nlz i ofNew Vo ..._......_......_....._...._._......._.....___._.._.. _.....___. _ N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the followingg: s' weteand Pehm.it .to eonstAuct a 6ingEe-4a ity dwePCing with deck, with the condition oU a 50' non-d 6tuhbance buu4eA, dhywe b aAe �.inetaPted to, contain noo4 nun-ob4, and aU ah depicted on ,the `6mvey pnepcviced by John T. Metzgen .last nev.ised Aug6ut 24, 2004. all in accordance with the detailed specifications as presented in the originating application. .y IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this data. `M -- O 0 0 6 Trustees t ASA-3992 COUNTY OF SUFFOLK) SS STATE OF NEW YORK) Frank J. Johnston, President of All Shore Abstract, Ltd. an authorized agent for First American Title Insurance Company of New York licensed to do business in the State of New York deposes and says: THAT he has had a search made of the records of the County Clerk's Office of Suffolk County, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 05/17/83 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title, and certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. ALL that certain plot, piece or parcel of land with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, and being more particularly bounded and described as follows: BEGINNING at a post set on the course of the southeasterly line of Ole Jule Lane which runs north 56 degrees 27 minutes 10 seconds east at the northeasterly corner of land conveyed to John J. Eller by deed dated 9-25-51 and recorded in the Suffolk County Clerk's Office in Liber 3271 of Deeds, at page 427, and being the northwesterly corner of the premises herein described: RUNNING THENCE in a general northeasterly direction along the southeasterly line of Ole Jule Lane north 56 degrees 27 minutes 10 seconds east a distance of 100 feet to a point; THENCE along other lands of Julius Zebrowski and on a line parallel with the northeasterly line of said land conveyed to John J. Eller south 30 degrees 29 minutes 40 seconds east, 210 feet to a point which is 10 feet southeasterly from the northwesterly edge of a channel; THENCE in a southwesterly direction on a line, 100 feet southerly from said northwesterly side of said channel to the land conveyed to John J. Eller; THENCE along said land conveyed to John J. Eller south 30 degrees 29 minutes 40 seconds west, 210 feet to the point or place of BEGINNING. ALSO being known and designated on the Suffolk County Real Property Tax Agency map as: IzZ DISTRICT 1000 SECTION 2 .DT BLOCK 04.00 LOT 030.000 SAID Search completed on the 15th Day of November 2004 shows the following chains since 4-23-1957. This Company's liability is limited to Twenty-five Thousand ($ 25,000.00) Dollars No policy of insurance is to be issued hereunder. By: Z'lelli;� ran ston, President Sworn to before me this/day of �/� , 2004. d111141U?(� 1_14ecJ Notary Public ANDREA J.TOINELL NOTARY PUBLIC,State of New YorA Na.4596915,Suffolk County Commiraion kx9ipk 91,1,-7 CHAIN OF TITLE Subject Premises 1000-122.00-04.00-030.000 DEED Walter Gauer &Tessie Gauer, his wife Dated: 6-13-1955 TO Recd: 6-17-1955 Y Ernest E. Wilsberg Liber: 3909 cp 132 DEED Ernest E. Wilsberg Dated: 10-25-1994 TO Recd: 11-19-1994 Ernest E. Wilsberg, as Trustee of the Liber: 11703 cp 99 Ernest E. Wilsberg Revocable Trust dated 3-26-91 DEED Ernest E. Wilsberg, as Trustee of the Dated: 11-10-2000 Ernest E. Wilsberg Revocable Trust dated 3-26-91 Recd: 11-13-2000 TO Liber: 12084 cp 44 Ernest E. Wilsberg DEED Ernest E. Wilsberg Dated: 10-10-2002 TO Recd: 12-22-2002 Sanford Bernhardt & Sarh M. Bernhardt, his wife* Liber: 12224 cp 879 *Last Deed of Record CHAIN OF TITLE Premises to the Northeast 1000-122.00-04.00-031.000 DEED Julius Zerbroski Dated: 06-13-1955 TO Recd: 06-17-1955 Ernest E. Wilsberg Liber: 3909 cp 134 DEED Ernest Wilsberg Dated: 05-17-1983 TO Recd: 05-18-1983 Barbara M. Wilsberg Liber: 9360 cp 34 DEED Barbara M. Wilsberg Dated: 10-25-1994 TO Recd: 11-18-1994 Barbara M. Wilsberg, as Trustee of the Liber: 11703 cp 102 Barbara M. Wilsberg Revocable Trust dated 3-26-91 CORRECTION DEED Barbara M. Wilsberg Dated: 06-07-1995 TO Recd: 06-09-1995 Barbara M. Wilsberg, as Trustee of the Liber: 11728 cp 535 Barbara M. Wilsberg Revocable Trust dated 3-26-91 DEED Barbara M. Wilsberg, as Trustee of the Dated: 11-10-2000 Barbara M. Wilsberg Revocable Trust dated 3-26-91 Recd: 11-13-2000 TO Liber: 12084 cp 47 Barbara M. Wilsberg DEED Barbara M. Wilsberg Dated: 11-30-2002 TO Recd: 01-06-2003 Paul LaMaida & Debra LaMaida, his wife* Liber: 12228 cp 578 *Last Deed of Record CHAIN OF TITLE Premises to the Southwest 1000-122.00-04.00-029.000 DEED Julius Zebroski Dated: 09-29-1951 TO Recd: 10-01-1951 John J. Eller Liber: 3271 cp 427 DEED John J. Eller Dated: 10-27-1966 TO Recd: 11-21-1966 Harold W. Wilsberg & Ernest E. Wilsberg Liber: 6072 cp 49 DEED Harold W. Wilsberg & Ernest E. Wilsberg Dated: 10-28-1986 TO Recd: 06-02-1987 Harold Wilsberg Liber: 10332 cp 375 DEED Harold Wilsberg Dated: 06-28-1990 TO Recd: 08-21-1990 Harold W. Wilsberg, Trustee, Agreement Liber: 11123 cp 358 dated 4-6-1988* *Last Deed of Record PREMISES TO THE NORTHWEST OLE JULE LANE PREMISES TO THE SOUTHEAST JAMES CREEK FIELD INSPEC'AON REPORT DATE COMMENTS 'i/Y `ccam�/ )�/�.✓�� ,J_ l'-c+,'L,{7��/�zu.c.�,J,�z_ ,�v }� p z FOUNDATION (1ST) C�%r�l'Yv^� E/Z r /✓D✓ w — j ` ` — y --------------------------------------- - � - - FOUNDATION(2ND) 6-,q0-o ROUGH FRAMING& PLUMBING — ;LX F g f n CZfi SS `4-K 3 Uva 42 amu.,._ —_ - ADDITIONAL COMMENTS r � LIQ — S— O Vo - -,xo � y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followin ore applying? TOWN HALL Board of Health ' SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning BoyA approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. G J� Checkw.' '7 10 % Septic Form N.Y.S.D.E.C. �tTrustees- Examined 200S Contact: Approved ( 20 F B 18 Mail to: Disapproved a/c Phone: L-/ 9Z-5 7 Expiration �2 ,20� (' uilding Inspector 1 r It APPLICATION FOR BUILDING PERMIT Date NOV 5 , 20 0 i4o 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 area;, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. 1k d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit Wall 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. —6Z-l � ZwWa1nq CoQ. (Signature of applicant dUarne,if a orporation) J3o woion frVF- ibbrxr- I1 -7,4I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Go,). Unfroi nG _ e !!��c Name of owner of premises� -��- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 3a3 39 t - Plumbers License No. 3'4OMP Electricians License No. i t.M.t �1Fc Fric ')IBC( Other Trade's License No. 1. Location of land on which proposed work will be done: +4,•3140 OL E V L€' L A rt— rr-C rT-(-T L<t<- N-Y House Number Street Hamlet i,I. , County Tax Map No. 1000 Section da Block Com'r` Lot 0180 Subdivision Filed Map No.v+- Lot (Name) 2. State existing use and occupancy of premises and intended use d occupancy of proposed construction: a. Existing use and occupancy /�W OJ VC!;.. �W lfl I I r)Cq b. Intended use and occupancy (Eu�t LYb)7�,A L 3. Nature of work (check which applicable): New Building____�&_Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost J j .500QO 0 00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars �- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. O 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front (9 ' Rear (9 0 I Depth Height r4 Q ' Number of Stories 4 f f 9. Size of lot: Front 100 Rear 100 Depth 10. Date of Purchase Name of Former Owner 1 L 11. Zone or use district in which premises are situated �-�� Id61y'RL 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO tX 13. Will lot be re-graded? YES NO—Will excess fill be removed from premises? YES NO-D4 355 S- e-i AVE 14. Names of Owner of premises S. Address N•y,G APT-Sm Phone No. _ Name of Architect O- tn. ,SW-ToN Address_ .2'7 a Phone No 0i q)8 tw Name of Contractor (anT Address , 30 lMiuA Avg Phone No. a l-� 4Z2 50(p 1-1 0, ' C)4( 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESj, NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_yL NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. �16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ✓17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) /-�i�!/,� 14) c0 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe 6PoIVT/20¢CToA (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ``�� da of /Vcn&t9)3P1� 2003- Notary Public Signature of Applicant VINCENT C. NEWMAN Notary Puvlic, 8ta'e Of New York No. 31-4675121 Qualified In New York County Commission Expires INarch 30, 2005 _ iovo SCDHS Ref. # RIO- 00-0169 SURVEY OF PROPERTY IOU US RD. AT MATTITUCK TOWN OF SO UTHOLD SUFFOLK COUNTY, NEW YORK 1000-122-04-30 SCALE: 1 "=40' v��p _ \ Ems• ^ AUG. 13, 2002 6DEC. 6, 2002 ( prop, hce.Al ) (�( �W Jq /3, 2003 (revslqn ) Q� .Ja.° AREA = 18,093 to fie lues /9°-y Dec. /0, 2003 (Buffer) 4F wo, APRIL 14, 2005 (foundation) $�ZG l `�ef.�+ ti y` OCT. 20, 2005 (FINAL) SEPTIC eQNBTE 21 MEASUREMENTS si e M moo/ S&iSURFACE SEWAGE DISPOSAL SYSTEM DESIGN A, B , w,10- 8 r „� dDI P Zea BX=' JOSEPH FISCHETTI, P.E. ST j1!OQ1", 28' 1 ` N r c HOBART ROADI IA} LP l SOUTHOLD, N.Y. 11971 L.P.2 4 46' o (631) 765 - 2954 0w L 9 Ao a 9 y ADDRESS OF PROPERTY, :N Zad ill3 OLEJULE LANE,LLC Esc Z� 4340 OLEJULE LANE % bay MATTITUCK, N.Y. HOUSE Sjp£PP� o (n F.F. cc n 3?1 9 PROPOSED GRADE er 18 Q0� 12C0 GAL. —�— _3__ GE' N S• 5` 'r�PKIc 4' app.oved cESSPOOr. 'y 5y P� TEST HOLE NtDNflpe —c d_o� of N clean Sand' e,. Og L"y d OISVRF R�Ff WiA 3\ er6 ESI —i �-- o OXY _'S ,a-1 MI%ED SAND AND LOAM CENrSX dP OF c)r. v.af.^r PROPOSED SEWAGE DISPOSAL SYSTEM 6 POOLS POOL Cl USTER hiy iiesl exP�cfed -7 - t��t�E' WITH CLEAN SAND 3' COLLAR /200 GAL. PRECAST POOLS TOE SEPTIC TANK BOTTOM OF LEACMN/G J 2 m / PALE BROWN FINE TO MEDIUM SAND POOLS TO S 2' GROUND WATER. 2Q \ CROSS SECTION- SEPTIC SYSTEM ��- Po�'•�-" 85' e sl e/ 0.9 1 .50' 5" � � a! t�GuLK n sa' NATES; '300 �Q RL ne Qe{°1K0 WATER IN PALE BROWN FINE TO MEDIUM SAND I am familiar with the STANDARDS FOR APPROVAL " \ 5 5/ /�"p1P� (�5 �bP 9°°� `Ie/ V F N UBSURFACE SEWAGE DISPOSAL SYSTEMS CONSTRUCTION FOREIV AND SS SINGLE FAMILY RESIDENCES ` 4 �` Qet C Sl�o9�e96` ��e '`1 rg gaS,Me lYOQf � Y/ C and will abide by the conditions set forth therein and FLooD F/KN1 OAF s -f oe'S Y f yah 0't� on the permit to construct, yE P 3�Ic3 c o4G 2 6` 5/4/9 / �x ln'0b �f nkWarD 13' n �o-t 51 Icon The location of wells and cesspools shown hereon are C' pr.=) _ ;�: L a/� F o46 from field observations and data ata obtained from others, ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CL7NIC SLIPVEYDR Elevations' are referenced to N.G.V,D• OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. (631) 765 - 5020 -1797 EXCEPT AS PER SECTION 7209-SUBDIVISIDN 2. ALL CERTIFICATIONS P, 0, BOX 909 �_n rnr HEREON ARE VALID FOR THIR MAP ANT) CnPTF'c TA4carnc nen V Tc 04— L-0 APR 142005 Jl[b l �� SURVEY OF L.� imus 1W. A T MA T TIT UCK TOWN OF SO UTHOLD SUFFOLK CO UNT Y, NE W FORK - ' 1000-122-04-30 z SCALE: 1 "=40' 6•- �G AUG. 13, 2002 Q \;� 6 �� DEC. 6, 2002 ( prop, hse. 1 \P�1 u �j '(� cb�O JAN /3, 2003 (re vision 1 AREA = 18,093. to tie Lines S� ,gip` N, P% y Ci Dec. 10, 2003 (Buffer) 11J�Y Aa ` 0, v1P 6 Wow APkIL /4, 2005 (foundaflon) 1VO TE, 69' tQ 6�2 l` SUBSURFACE SEWAGE DISPOSAL ��. 5 r,•tiyo�- �' SYSTEM DESIGN \ BY' JOSEPH FISCHET Tl, P.E. HOBArR T ROAD SOUTHOLD, N.Y. 11971 (631) 765 —2954ol r D 4i Zai� _;ii«'• � m _Q t �• � I)G ,•vim- � _ .HOUSE o 2 '; 00; �^ PROPOSED JRADF_ 0 u,8 2 9,. roved r_ 5•� rzcc cat. s• o l S � G . cs� SLP-1c '� 5� A�4� TEST HOLE ra,�x peap) e 49 C�SSPOO' cedar of N clean sand Z— MIXED SAND AND LOAM -- —CENrE P OF :,sl ROPOSED SEWAGE DISPOSAL SYSTEM 6 POOLS POOL C'LISTER fj� hesf exp"�f e Z - e N p� P 5'_ WIT CLEAN SAND 3' COLLAR 1200 GAL. PRECAST PALE BROWN FINE TO MEDIUM SAND CONCRETTE SEPTIC TANK BOTTOM OF LEACHING POOLS TO BE 2' GROUND WATER. ' CROSS SEC TION- SEP TIC SYS TEM cN`� Q �J��tiqjQQ) i1 Kley� el 0.9 5.1' 019 65 P 010 ( e C6 N❑TES j�ti 1�5�3 OP ��iN r •e k r K' WATER IN PALE BROWN FINE TO MEDIUM SAND \M S � \hv 0,02 I ars familiar with the STANDARDS FOR. APPROVAL r ;r.: AND C❑NSTRUCTI❑N OF SUBSURFACE SEWAGE r /.�e �(� ac�e9e��¢(� ia� DISPOSAL SYSTEMS FOR 'SINGLE FAMILY RESIDENCES - �/ �-� and will abide by the conditions set forth therein and fro �J ter , /s °M !'� `' �(D�rJ5 jai , �rrn ��oFNEW�O on the permit to construct, 3��03 C 01 4, C 5 97 / hex Ire �r f �W� �� ,T.ME72c'P,t. The loc tion of wells• nd cesspools shown hereon ares /'�`` S. NE. 49618 fram field obServati0ns and or data obtained from others. ANY ALTERATIDN OR ADDITION TO THIS SURVEY IS A VIDLATIDN CEN1q, �y � � ,C, Elevations are referenced to N,G,V,D, DF SEC TIDN 7209 DF THE NEW YORK STATE EDUCATIDN LAW, (631) 76�`; '4 I SURVEY OF PROPERTY •. c:N AT MATTITUCK P�E� KRAUS RD k ��'u TO WN OF SO UTHOLD \ SUFFOLK COUNTY, NEW YORK 1000-122-04-30 1 . SCALE: 1 =40 AUG. 13, 2002 cb^ DEC. 6, 2002 ( prop, hse. J NN 'fi 6 fib• SAN ,'3, 20:03 (reuislon J AREA = 18,093 to#ie lines c' C 0 OA� S �OfJ- Dec. 10, 2003 (Buffer) 4 oJ P s 01 Y�ZG i iz' D2p Pl 1V0 TE, 6�' CQ b'21 l/' !sir I ti ~' �0 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SUBSURFACE SEWAGE DISPOSAL PERMITSYSTEM DESIGN �� ` BY, JOSEPH FISCHE T Tl, P.E. �� ,,` -6 'z° PERMIT FOR APPROVAL OF CONSM, UCTION FORA HOBAR T ROAD ANGLE FAI M11 I IDENCR ONLY SOUTHOLD, N.Y. 11971 � �'' .- (631) 765 - 2954 ``, a �'�`s�(ns ` \ f �G Ly 9y DATE EIS REF.NO. —0�� q NE �t 1'r°b�'�� 4� /w y 3 APPROVED K r � �aA \ �A FOR MAMIUM OF 2°;'n EXPIRES UME YEARS FROM DATE OF APPROVAL I rn n HOUSE �O — r 6Q-'J U t�� Cal PROPOSED 5R,-!-DE cel o Q •�. �' ✓ 018 co 1200 CAL.. -` s y° SEP-.1C 9 �,� �G�. - TEST HOLE TA.'JK 4� oPProved 1 CESSPOO1 �0 P�4� pipe r�49 I 't`��6) LC/IUB Ui N clean SUnd MIXED SAND AND LOAM ZS' CENTER .P OF 9r. ^af[•r ,9 ` `v' PROPOSED SEWAGE DISPOSAL SYSTEM 6 POOLS POOL Cr LISTER `ies� exOccfe� WITH CLEAN SAND 3' COLLAR 1200 GAL. PRECAST h/9 Z�. �` Z� fx"`_` r Cn \ PALE BROWN FINE TO MEDIUM SAND CONCRETTE SEPTIC TANK BOTTOM OF LEACHING ,- POOLS TO BE 2' GROUND WATER. `�/1� CROSS SECTION- SEPTIC SYSTEM el a9 5.1' u • v� roe s P ,05 (` e� „�eo- , N p T E S ,I,E�58'30 �P A�'1� r 0 f��K,r WATER IN PALE BROWN FIN EDIUM SAND a � o n2 v OF NEW M 5•. de L J,0)11 'tic, y I am famiLiar with the STANDARDS FOR APPROVAL , ..L, ,r. : �+'✓' /�P�OCG b� ;2°° �Ij�g %01."6e p�¢ AND CONSTRUCTION OF SUBSURFACE SEWAGE 4 x '3 ,�� r C . _ \ �,e ' 41)epe� �Ia��s N° .s��r DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ��- �F S fl ;y y� e „,, and wILL ablde lothe conditions set forth therein and F�ofln 7-NC FSM 1� � o g �/ / t`!} �U Ldp 13' va on the permit to construct, 3��3 �U S 2 c ' '.S/?f g '/ e. i >� Fr Lam` � .,j �'�c.• vicy:I �;.. ��0 g The Location of wells and cesspools shown hereon are ' ` = r� F04 N,Y,S, p � from field observations and or data obtained from others. i ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CONIC S VEYORS, P,C, Elevations are referenced to N.G.V,D, OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, (631) 765 - 5020 FAXj(631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P, D, BOX 909 •=PIPE HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET Q SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD, N,Y, 11971 040 - 2 WHOSE SIGNATURE APPEr1RS HEREON, Applicant/ `` ,, Date. Owni . w Vi Reviewed: ers Name. Architect/ Engineer:. Submitted: .— - SCTM 9: District: 1,000 Section: Project �-``— nn Subdivision Location: 3 �Lo z G� oL, 1 — Name: P Sink&separate Required " ccI tfcadoa: Yes f No Req. 2 Iteq. !_pninF 1)islricu��_ (Lot size: _( _Aa ial: (l of coverage Proposed Req TOS ✓ Rte' �� .✓e9" / ✓ (1'ron(Yod Proposed:_._J' (Side Yard 3 Proposed: -� I (Rear Yard. 11rolmed- Project Description, A.GEN!QYAE`RMITS Permit REQUIRED FOR REVIEW N.A. ISO YES Number Suffolk County Health-Dept. NOW York State. D.E- C. Town Trustees - Town Zoning Board approval: • Town Planning Board approval: ✓ �� Flood Plane Elevation Flood Zone: 01 • r I �J i2j " {Lf !t , % ax i✓��.cc,� co fi✓r�Gw: 7 r NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH�_ Seismic Design Category:B Weathering: Severe�� Frost Depth: 36" / Termite:M-H Decay: S-M Design Temp: 11�ce Shield Underlay:YEI% Flood Hazards: USE/OCCUPANCY CLASSIFICATION: l HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P IPTI�E CR FULL FRAMING DESIGN ELEME TS - -- HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N / LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N ; WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUII EMENTS: Y/N EGRESS 5.7 S.F.: Y/N, l LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N �V CERTIFICATION: Y/N ENERGY CALCS: Y/N—.// TOTAL COMPLIENCE? Y/ (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST �. DATE REVIEWED: / /03 APPLICANT: DATE SUBMITTED: / /03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/-C/0 Z- , INFO /`BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/, C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT, LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/ / PERMIT#: TOWN SEPTIC RECEIPT:Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE_ /_/ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO DTE: /_/ PERMIT#: TOWN PLN. BOARD APPROVAL: YES or NO DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE I. _SF)- ( SF)= SFX $ _$ +$ +$ =$ 2. ( SF)- (SF)= SF X $ =$ +$ +$ =$ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ _$ FINAL TOTAL: $ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 11/05/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Spirit, Building Corp 230 Union Ave. Holbrook, NY 11938 Clerk ID: JOYCEW Internal ID: 101621 PREPAS.EALV. C1491INEYN cONrINuolle woc,E vEn1r 1�0 1 TERMINAL CAP a ASPHALT ROOF SHINGLES -- - - -- -. _- (TYP) - - -- - _ __ _- _ - - - _ - - - - - - _ - _ + -- - - - - - _ _ - _ - _ _- ASPHALT ROOF eHING.BS (TYP) IB" DIA VENTILATING LOUVER W/ - __ - MSECT SCREEN (TYP) y} - -- - - _ _ _ __ - - - - _ - __ -- -- - 6' RACE BOARD _ _ -_ -_ __ - _-____ - - - - _ - --- -_ - __ _ ___ IR ROUND LITE x Q v m > o (TYP) FAN MOLDING n e 6' RAKE FRIEZE -- - _- - - - _— = Z W 6" FASCIA BOARD (TYP) BOARD (TYP) " FRIEZE _ _ \ BOARD b" FRIEZE BOARD _-- u 1FT - - �- ® � _ __-_-_ -- - � _- -_ BOAR BOARD -- __ IR FKJIND LITE __ _ - .._ '- _ _ _ ____ HORIZONTAL VMri FAN MOLDING Slow._. - _ _ ._ - -- BLIND FLASHING w Ah M FLOOR - - _- - -._ - ' _ - - - - - -_ - — - - - (TYP) _ FLOOR HORIZONTAL VINYL - - --- -- _ -- -- - _ -. _ _--- _ a x e CCA WOODPOST IW I x 10' SIDING CAP A BASE TRIM (1YP) MOWN e X S CCA WOOD POST W/ I X 10" _ I} CAP 4 BASE TRIM (TYP) _ _ I - _ W-0' H. CCA RAILING W/ 2 X 2 CCA SALLASTERS • 4 IR' OC. IST FLOOR-A�, 16T_FLOOR llw - -_ - ----------- --------- - - ELEV.t iLO' ELEV.t i10' - _ G. (TYP)MIN. -- --- _ 3'-0' BELOW GRADE x e' FT FMGRAD. RD ( 1 ELEV.t 5.9' 74"x16" BLOND-OUTi iWOOD STEPS i I 74x16" BLOW-CUTi i EL.EVs 5.9' Y V VENT PANEL. 17' BHT. RAIL TO VENT PANEL. T1' i - MAX ABOVE i -`-iGRADE (CCA OR i MAX ABOVE __ GRADE I, {BETTEIF7 - GRADE t e" PC,RJD. WALL ON 16"8' PTE. CI MRL 0 3'- ' BELOW OW GRADE Front Elevation c) SCALE: 1/4" = I'-0" PREFAB.GALV. CHIMNEY �- 3 4 TERMINAL CAP 9 CONTINUOUS RIDGE VENT - - 12 ASPHALT RPOF SHINGLES b" DIA VENTILATING LOUVER WV - __- _ _ QTb - -- - (Tw m z INSECT SCREEN (TYP) 6' RACE BOAR? \ R/ 6" RACE BOARD _ _ __- - .. - ..._ - - __ (TYP) (TYP) ___ _-___. _- ._. -__- __ - - - _ - _ _ __- -. -_-_ - - 6 RAKE FRIEZE � a� 6" RAKE FRIEZE - ----- ---..--- _.--- -------- o U111 0 _ 6' FASCIA OOARP 6' FASCIA BOARD (TYP) (TYP) 6' FRIEZE BOARD 00 _+ CDcnBpgpp 6' FRIEZE BOARD BOARD - V SIDING HORITA_ VINYL - -- -- -- _ _ Wim -- - -- - --------- - *?No _ _ - - _:-- - - - a4 2ND FLO_ - ALL CONSTRUCTION SHALL _ OR MEE, THE REQUIREMENTS OF THE _ CODES OF NEW YORK§TATE. OCCUPANCY OR HORIZONTAL VINYL USE IS UNLAWFUL Slow. - -------- ' / CERTIFICATION OF WITHOUT CERTIFICATE -- -- — -- - -- --- a x a ccA WOOD NAILING & CONNECTIONS OF OCCUPANCY -- - -- - - .- - --- - -- - -- BASE TRIM KTYP) , EQUIR r F+Oer w/ I x 10' CAP EL� I __ IST FLOOR RETAIN STORM WATER RUNOFF OOR EVt. iLo� hERSCEATIFICATE PURSUANT TO SECTION 45-10C Br FL _ _ - ELAEDUTAED OF THE TOWN CODE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE APPROVED AS NOTED CERTFICATSOFOCCJPANCY DATE OCT'04 SOLDER U4FD Ih' WATER DATE: Io 7 B.P.71 FMGRADE FINGRAOE SUPPLYS' 37EMCAVNOT FEE Il sY' DRAUN EEs/PS 5.5' ELEV.t 5.9' B PIC.FIND.WALL ON 16" I W PG FND.WALL ON 16' EXCEED""0 OF I% LEAD. NOTIFY BUILDING DEFARTMENT AT x e' FTE. (TTP)MM. X B' FTG.(T11'P)MM. 7E5-1662 8 AM TO 4 PM FGF THE r.F<0 V-0' BELOW GRADE i, V-0' BELOW)GRADE FOLLOWING INSPECTIONS: - _ _ _ _ _ _ _ _ _ = J l 7, FOUNDATION • TWO REE- RED PLUMBING FOR POURED CONCRETE�jijb I'V11JC, FILE 3 ALL PLUMBING WASTE 2. ROUGH - FRAMING & PLUMBING UOE3 No. 14134 &WATER LINES NEED 3. INSULATION Left Elevation TESTING BEFORE COVERING 4 FINAL • CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONFTRUCTION SHALL MEET THE REQUIREMENTS OFTHECODES OF NEW SCALE: 1/4" I'-0" y' rLYORK CONST'nT TATEESONSERROIR (?r ° y WITH CHAPTER "46° 6 Lo010 'JAMAGE PREVENTION y0 )THCLD TOWN CODE. >f/) DO NOT PROCEEDL��(y OF FOUNDATION LOCATION HAS BEEN APPROVED. CONT0AXXA RIDGE VENT PREFAB,GALV. CHIMNEY A TERMINAL CAP yJ _ - - _-- _ — _--- _ _ - - --- -- - - - - - - - - - ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLED - -_ --__ _ — - _ _ _ - __— - _ __ - - _ _ - -- --__ -_-. - _ - - - -_.-- - - _ - -_ _ _ -__ Y z (TYP) - _ 2 III 6• FASCIA BOARD — — - — - - (TYP) 6" FASCIA BOARD BOARD BOARD :.._ _— _ AEB - - R[A7 - - _ lTYP/ BOARD- 6" FRIEZE—_ __ .- - __ BOARD a EEILLLIFM M ==� --_ _ _ — W 2ND FLOOR - -- — -- — --ADFLOOR ~ HORIZONTAL VINYL — SIDINGEIA IL=LLjl IAL VINYL BIDING JHJ ILI ELEV.tii.o• - - ___. --_._____ —__ ____ -_ ___.___ __- _ _ �a� ELEVt . FMGRADE ELEV35.5' GRA pE �.� / 24"x16' BLOW-OUT WOOD STEPS W/3' 24" FINxlb' BLOW-OUT ELEV.t 5.5' `r U VENT PANEL. 12' HT. RAIL TO VENT PANEL I2• W D' .- F FNB.WALL ON Ib• MAX ABOVE GRADE (CCA OR MAX. ABOVE S' PL,FNB. WALL N- 16" (, 3' e" FTG. (TyOW G MIN. 1 GRADE BETTER) GRADE X D• FTG.(TYP)M3J- 3'-0" BELOW GRADE _ _ - - - - - - - - - - Z - - - - - - - - - - - - - - - - - - - - - - - - - -JI 3'-O" BELOW GRADE Rear Elevation SCALE: 1/4" = I'-0" PREPAB.GAL V.CHII`NEY / TERMINAL CAP CONTIM)OUS RIDGE VENT CONTINUOUS RIDGE VENT � _ I) 12 T5 �= cn IS' DIA VENTILATING LOUVER IW w N T ASPHALT ROOF SHINGLES - _ __ _ _ _ - - _ _ - INSECT SCREEN (TYP) z W . (TYP) C T �� .._ 6" RAKE BOARD lTTP) � .3 b" RAKE BOARD -_- (TYP) a . b' RAKE FRIEZE - - -_ • RAKE FRIEZE ° / 3 6' FASCIA BOA® (TYP) U - bFASCIA BOARD 6" FRIEZE BOARD =_ - - - - __ - - - (TYP) coo c / BOARD - _- - - - _ .__ - - - ._ _ _ _ - - -- 6' FRIEZE BOARD p , 01 HORIZONTAL VINYL - - _- - - - - - - _ BOARD co SIDING - - _ __ N C("c 4 _ ._ -- ADJUST GIRDER NEK.HT -- TO ALIGN UV GARAGE -- -- - - - - - - _-_- ----140RIZONTAL VINYL • SIDING D X S CCA WOOD POST W( I X 10' low CAP / BABE TRIM (TYP) - 3'-0• H. CCA RAILING W/ 2 X 2 CCABALLASTER5 a 41/2- Or- r I ELEV.t ii.o' - IST FLOOR 11.0'ELEvm .o� PATE OCT'04 b FInIGRADeITF FDIGRADE J DRAWN EBAOS �ELEV t 5.9' ii ELEV.t 5.5 C1'NGD S• PG FHD.WALL ON 16' S" PG.FNP.WALL ON 16" V-0• BELOW )MR GRADE i X D' FTG. CW G MM. L�- L — — — — — — — — — — — 3'-0" BELOW GRADE FILE 3 L JOB No.1241.34 Right Elevation SCALE: 1/4" = I'-0" FRI � 7 h�pN 5J `L N ' b L Oti L d � Y W U Q m N 1T (� Om - > L" lu L" w o wo3 � Z z ; z W z Zo Z 00 a H 60'_011 U 4'-011 91_011 °_ 191_411 7T�_811 N W � s 61.011 I ,_011 7,_011 6 191.411 LOAD BEARING EXTERIOR WALL w 8" DIA. P. CON,. F IER5 TO 3'-0" BELON RADE, PiCGA P05T REQUIRED HOLD DOWN ANCHOR I HOLD DOWN ANCHOR � (7) 7 D 'CCA' A 24- 16. BLx OT 'ccA UX� s4,I1'p 7xa "T B - - - - - - - -- - - - - - - - - - - - - _ ° - - - - - - - - - - J L, - - - - - - -- - - - - - - - - --- - - - - - M r - - - - - - - - _ - - - - - - - - - - - - - - iq 71_711 1 — — p_g '�- --- r CRAWL SPACE SCREED COAT v • v I �i T - BEAM POCKET (TYP) I I 3@" DIA. STEEL COLUMN y X LLII LL '� I L- — ON 74"x74"x17" P.G. n C LAJ ;+ C _ _ FOOITIN6 (TYP) __ I ___ 1 _— �Llll_ _L— LOAD BEARIN II i I �� I I Ir (7) I '/�" X 9 ,IIIi----�I (7' �',° X 9 '_MLW 17) I �i"' X9$'ML OI_9i" X (7JI /w xI$ ' -�- ----- _ -1 -- j i UNEXCAVATED ❑ - II I e� III' III II 611 =6" - � 5'-II" 5'-II 71_711 1 6_811 1 I d"PG. SLAB I6X6-10/10 I ; o + s WUM ON COMPACTED FILL IIII II L 1"I " PITON SLAB 1/4"PER FT. TO _ r 7 u aL LLIII �IC � r �� III _ c. '- • O.N. DOOR N ~ I LL(��iG I a dl x' x m - y II mlll Y111 LL11 g ? aI LLII I m -r ' m 1 III III miI x m ry I 1 _ yl yu }� - - b" POURED 8' FOUND.. WALLS 1 ATOP 16" x 8" DEEP POURED LONG. I ' ' L _ (7 �/i" X .41$"M _ �i")( 9151 "I{1L�10L3'�" X 9 N' ,� (7 13'i" x rt . 1 FOOTING ON FIRM, UNDISTURBED nI 1 1 I i 1 SOIL (TYPJ ° y'an V 1 - -LOAD BEARING� C II --- F C„ U I I SII � x I m 0 • r HOLD DOWN ANCHOR /«' 0 a1 inI. 16" Cry — T - - — — � - . o w DROP TOP OF FOUNDATION WALL. a y g V T W/ BOTTOM OF HAUNCH B TO r ° Fri., _ _ _ _ _ _ _ _ _ _ II_ J _ _ _SAB_ _ _ _ _ _ _ _ _ J ate' o 04 - _ - - - - ° =---- Q o — - - -- - - - - - - - - - - - - - - - - — _ IV I.� 0 Lopm J ry 2 U YV= 7 " x ii (7) 2 x 0 'GCA' (7i 7 x e 'ccA (7) x 'ccA' )7 x a 'ccA' / LOAD BEARING EXTERIOR WALL 4 m ' — -- — — e— -- -- _Z- — 1 - Cahn 10" DIA. P. GONG. PIERS TO 3'-0" BELOW GRADE, HOLD DOW ANCHOR 61_611 61_611 61_ 1 61_611 BELL-OUT • BOTTOM (6 REGU IRED) N A HOLD DOWN ANCHOR I 4 x 4 CCA PODT w/ _ 7 BASE AND TOP 1 CONNECTOR (TYP) II'-1011 14_011 7'-0" 16'-411 7'-10" 39'-8" 70'-d" 1 � FIRST FLOOR mod — PLATE I6" HIGH BLOW-OUT VENT Foundation Plan CRAWL 5PAGE SCALE: I/4" - I'-011 DATE 01 12" M TO +' _ DRAWN EB/PS NOTE, 1115' 6C1 FT ORAILL SPACE AREA GI IKD RBCIIlIRES MIN Ilia SA IN y(/ Q BLOW-OUT OPENING AREA \ FILE 2" SCREED PROVIDE 4 OPENINGS • ON 4 MIL VAPOR $ JOB No,,24134 TOTAL BLOW-OUT AREAS'15'!6'SOIN Slaw-out Vent Detail SCALE: N.T.B. OF '1 /.WINDOW)30TE. DESIGNP'RE61ElIRE REQUIREMENT FOR WINDOWS AND GLASS DOORS 4' AWAY FROM THE CORNER 16 11(201 1.MINIMUM REQUIREMENT 16 135Cp/.(16.19parl Door Schedule " o �W - 3066 INSULATED EXTERIOR DOOR W/ WEATHER STRIP Iy 2 - 3010 INSULATED EXTERIOR DOOR W/ WEATHER STRIP 3 - 2868 INSULATED EXTERIOR DOOR W/ WEATHER STRIP 4 - 2610 INSULATED EXTERIOR DOOR W/ WEATHER STRIP 5 - 3066 UL DOOR WARLOCK HERSEY LABEL W/ SELF CLOSER r- 5 6 - 2668 UL DOOR WARLOCK HERBEY LABEL W/ SELF CLOSER 1 - 2666 INTERIOR DOOR M 7 W Q aql B - 2668 INTERIOR DOOR N W N V 8 J p 9 - 2466 INTERIOR DOOR i� w V w P � '$ 10 - 2068 INTERIOR DOOR o w Z z o a II - IB66 INTERIOR DOOR z w 17 - 1668 INTERIOR DOOR 13 - 5066 DOUBLE INTERIOR DOOR 14 - 4866 DOUBLE INTERIOR DOOR 15 - 4066 DOUBLE INTERIOR DOOR Ib - 11,060 pl FOLD INTERIOR DOOR 11 - 5066 pl FOLD INTERIOR DOOR 18 - 4066 91 FOLD INTERIOR DOOR OR SLIDING DOOR 10'-2" _ 20 - 5068 INTERIOR SLIDING DOOR 21 - 4068 INTERIOR SLIDING DOOR PIKE Box BRICK TO BE INCORPORATED W/ (L 22 - 3066 INTERIOR POCKET DOOR 36' WIDE PRE FAB. 23 - 2866 INTERIOR POCKET DOOR FRAMED STEPS ! V 24 - 2660 INTERIOR POCKET DOOR PROVIDE DIRECT DUCT COMBUSTION FRESH 3b" H. HAND RAIL W 25 - 6"S LOW E TEMPERED GLAZING SLIDING PATIO DOOR AIR INLET W/ DAMPER 4" X 6" MIN. NUMBER OF RISERS 26 - 6010 LOW E TEMPERED GLAZING SLIDING PATIO DOOR TO BE DETERMINED .n 21 - 8010 INSULATED OR DOOR AIR TIGHT, HEAT TREATED 6LA55 DOORS. IN FIELD UPON A 0 26 - 6060 INSULATED OR DOOR FINAL GRADE (EYP) 6 F 29 - 9010 INSULATED OH. DOOR FLUSH STONE HEARTH - 20" W. W- 9080 INSULATED OU4. DOOR r _ _ _- - _ 2'-0" 31 - 10010 INSULATED O)4. DOOR FIN5H MANTEL AND FIREPLACE FACE A5 32 - 10060INSULATED Ok7. DOOR SELECTED 13Y,OWNER - -- - - - - � Q 34 - 6 33 - IIbftb I,068 DOUBLE EXTERIOR DOOR W/ LOW E TEMPERED GLAZING LOAD BEARING EXTERIO .o DOUBLE EXTERIOR DOOR W/ LOW E TEMPERED GLAZING PREFAB FLUE FROM BEWALL LOW E 35 - 5010 DOUBLE EXTERIOR DOOR W/ LOW E TEMPERED GLAZING ® 8 36 - 6010 DOUBLE EXTERIOR DOOR W/ LOW E TEMPERED GLAZING 31 - 3066 EXTERIOR STEEL INSULATED DOOR 3046 - _ 3046 30 10 Y —_ 5 Window Schedule 4" POST ! EYP ) (2)NPSET)'61RD R-L I T J O O L_Y_ I E 11111 WINDOWS ARE TO CONFORM WITH, .�Op SECTION 8303 FOR LIGHT VENTILATIY �'- r 6'-II" 2' 1 ' 11 1 1 O SECTION 8306 FOR GLAZING SPECIFICATIONSSCAPEAI 10'-I" SECTION 8310 FOR EMERGENCY ESCAPE AND � Rescue '� Iry ,� S u DOUBLE ,, BREAKFAST ). U 010 o FAMILY ROOM , NOOK KITCHEN Q 010 'RA,SEDI UNDER SL O -THESE WITS HAVE RESTRICTED SASH TRAVEL. , -12" AND 16" HEIGFIt ARE ORDERED BY DESCRIPTION AND REQUIRE A LONGER LEAD TIME. I WALL �I� '� -THESE WITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: 0 M ,�"� • - 1 H.W.H. CLEAR OPEN ABLE AREA OF 5.1 eq.I't. "IJ � a I IL IL x 9 i� CLEAR OPEN ABLE WIDTH OF 70". u I �'—"� CLEAR OPEN ABLE HEIGHT OF 24". IN TYPE 'X' GYP. BOARD I HR. Y OPENING SPECIFICATIONS WILL CHANGE WHEN U81NG DP-50 SILL STOP. z n r FIRE-RATED AS PER N.Y.S. GORE -UNOBSTRUCTED GLA66 MEASUREMENT 16 FOR SINGLE SASH ONLY. • WALLS t LEUCINS. 0 -"UNIT DIMENSION° ALWAYS REFERS TO OUTSIDE FRAME TO FRAME DIMENSIONS. Z'-2" 11'-0" n n u 22'-0" " u 19'-8" 4" w \ -DIMENSIONS IN PARENTHESES ARE IN MILLIMETERS. // 6'-0' 3'-1^ r-m^ , LO B RING = 2X10 2 2X10 U `0 SHE VIN& (2) 2x12 ^� , O. __ Q A A • A 1 A - 0 It- --- L H2.X40 DROPPED GIRDER _ 11 70710 24210 2WIO 30210 34110 ;i ®O ACCE66 TO IP 1 +,I �I In M tIISS CRNl4_BPACE w / ° ° 3 1/2" DIA. STEEL D 6 6 8 D 0 NOTE "H" PIPE COWMN TO m ®• SEE DETAIL A-6 I (2) 2X10 2 CAR G RAGE I FOUNDATION WALL �2 T 7437 2.32 111 LI 4„ n ,_I 3,_I" = 4'-1" 4'_0" 4& 4, T, I 4" P.G. SLAB W/ 6x6 I(MO 01A.M. MESH 1 11.1 SLAS 2X10 FJ. • 16" O.C.\\ - _ n U 11 I/4" PER FOOT TO O.H. O0GR5. II Zm 16 ® LDIO � �x - Q DROP TOP OF FOUNDNfIOIN WALL TO U t ] ! 4 D • r I LIP RELIEVE SLAB HAUNCH! „ Q LIVINGLLA I o DINING �' ® FOYER ° LL ROOM 1 II I 9 11310 ! 74310 30 I0 343 a xD ROOM ' Z �! / II H� Lq (V IC�7 7cn 'V 2xlm FJ. • 16" OL. vv — 9 II �I a D D ® 1771 ® ® \\ _ x _ z I ] ! 4 D i m I A F G 4' 13,_2„ Z 41 9'-7" 4" 4„ n „ c W 14'-0" u 1 _B„ 41 1147 7647 2447 T•{T 3042 3447 Q j < S 0 (2) 2XIO LOAD BEARING E TERIOR W LL 6 —q Y U ®Luj ® = Q O —__ . ._ —___ _2x6 RR IPa'-O.G. _ _—_— o E e E E e e ® to 3046 5046 ;t 2x6 CJ. • 16' O.G. 16010 O, O. • �• I 7 ! 4 D • ® ® n NS 2212 HD.R� C-QVERFD PORCH T O 1-9 1464 1464 ( 3/4" X 16" Ml.{2) 2X10 - 5/F X 6" GGA DECK ;o- I N F P F F F F il � 3046 T (2) -2x10 W/ II PLYW'D (2) -2x10 W/ 1/2' PLYW'D "I 8 X S GGA WOOD P05 W I X 10" o +' I 7 ! 4 6 • ® _ _—__ _�il am ) � _ (3) 10'_M.L__ � •��0 FRAMED STEPS t HAND RAIL 3'-O" H. GGA RAILING 2 X 2 GGA L w LOAD BEARING EXTERIOR WALL NUMBER OF RISERS TO BE - STEP TO__ _ _ 5ALLASTER5 0 4 1/2" .G. (2 . ?6'-Im,�- - 87 zF, t�0 U LJ IIDT 2667 2452 26D2 3mD2 345E DETERMINED IN FIELD UPON — - -- --- z "- FINAL GRADE(EYP) G G rM N G G G b'-11" 6'-11" 1'- I 7 bDb 7 24D6 26D6 3056 34D6 10'-2" 40,-41n b0'-0" H N H A ulwuH H ] ! 471 rpDj • 6 I' 1"2 2667 24.2 7662 3062 3462 1 I I I I 1 1 ] 3 ` D ` 1 First Floor Plan EE ELEV o� SCALE: 1/4" I'-0"-1227 SQFGAR -AGE LIvING SPACE, 607 SQFT. GAAGE DATE OCT'04 61 T0l 2417 7612 3017 3417 3617 PROVIDE FIRE ING STOPPIN WALLS AS PER DRAWN E5/P8 PROVIDE (2)2X8 MINIMUM HEADER OVER ALL FRAMED OPENINGS WLESS OTHERWISE CHKD INDICATED ON PLANS. I 3 ! 4 D • —1 FIGURE DIMENSIONS O SUPERSEDE ACTUAL SCALE OF DRAWINGS. � � � � FILE 1676 J06 No. 24134 7016 T4T6 76Ti 3616 3416 1616 OSMOKE DETECTOR © CARBON MONOXIDE DETECTOR 3� DOOR 4 WINDOW NOTE: DESIGN PRESSURE REQUIREMENT FOR WINDOWS AND GLASS DOORS 4' AWAY FROM .� THE CORNER 16 1431p6, 120p6U.MINIMUM REQUIREMENT IS 135" (1 79PO). I Door Schedule �b ' yob I - 3066 INSULATED EXTERIOR DOOR W/WEATHER STRIP 2 - 3010 INSULATED EXTERIOR DOOR IW WEATHER STRIP 3 - 2666 INSULATED EXTERIOR DOOR W/WEATHER STRIP 4 - 2010 INSULATED EXTERIOR DOOR W/ WEATHER STRIP 5 - 3066 UL DOOR WARLOCK HERSEY LABEL W/ SELF CL06EM Y w a m 6 - 2860 UL DOOR WARLOCK HERSEY LABEL W/ SELF CLOSER 60'_0" peS � wF > I - 2868 INTERIOR DOOR - 2666 INTERIOR DOOR 6 3 f° .- Zzz ^ N 9 68- 24INTERIOR DOOR 2DW O ZO 10 - 2068 INTERIOR DOOR 2! a If - 1868 INTERIOR DOOR D - 1668 INTERIOR DOOR B - 5000 DOUBLE INTERIOR DOOR 14 - 4866 DOUBLE INTERIOR DOOR 15 - 4068 DOUBLE INTERIOR DOOR W - 6066 81 FOLD INTERIOR DOOR TI - 606° BI FOLD INTERIOR DOOR b - 4066 BI FOLD INTERIOR DOOR F- 19 - 6066 INTERIOR SLIDING DOOR 20- 50" INTERIOR 6LIDING DOOR 21 - 4066 INTERIOR SLIDING DOOR I ` 22 - 3866 INTERIOR POCKET DOOR LOAD BEARING EXTERIOR WALLw 73 - 2866 INTERIOR POCKET DOOR _ 24 - 2666 INTERIOR POCKET DOOR 25 - 6066 LOW E TEMPERED GLAZING SLIDING PATIO DOOR / � 26 - 6010 LOW E TEMPERED GLAZING SLIDING PATIO DOOR 28 - 8060 INSULATED ON. DOOR — — _— 21 - 6070 INSULATED OH —. DOOR __- — " , (2) 46 2 10 y 2 10 ( 30210 =+, c' _-9046 3046 _ 746 — -- -- 29 - 9010 INSULATED OM1. DOOR ------ --- ---- - ---- .— . ._--._ 30- 9080 INSULATED O.H. DOOR (2) - 8 HDR '.t .r 31 - I0070INSULATED 0-4. DOOR 2'I2 4" 13'_2° 4" 6' ° 4" I'1'_®" 4` POST ( TYP J 4- 32 - 10080INSULATED 0.14. DOOR p U[ 33 - 5068 DOUBLE EXTERIOR DOOR W/ LOW E TEMPERED GLAZING 'I' `/ENT DRYER ® �., , > 34 - 6066 DOUBLE EXTERIOR DOOR W/ LOW E TEMPERED GLAZING TO EXTERIOR 0 E.F. ASTER 35 - 5070 DOUBLE EXTERIOR DOOR WI LOW E TEMPERED GLAZING �j PAN 4 DRAIN .p - 3 " O O 36-6070 DOUBLE EXTERIOR DOOR W/ LOW E TEMPERED GLAZING O UNDER W.M, Z 't BATH 31 - 3066 EXTERIOR STEEL INSULATED DOOR ;p Window Schedule °° BEDROOM #4 4 B H ° tiIV " ®' ® 4' 3'- 4' - 4 6'-0 • • WINDOWS ARE TO CONFORM WITH, ® O - ---- - SECTION 8303 FOR LIGHT VENTILATION SECTION 8306 FOR GLAZING SPECIFICATIONS 3e O SECTION 8310 FOR EMERGENCY ESCAPE AND O RESCUE 4 O O a MASTER N e DOUBLE W Nl Tr. TO 9" LIN. 74" X 36" ATTIC o e, Acceas BEDROOM p s -?HESE WITS HAVE RESTRICTED BASH ?RAVEL. Y. H. RAIL - / \ r� -12" AND 16" HEIGHT ARE ORDERED BY DESCRIPTION AND REOUIRE A LONGER LEAD TIME. ii — -THESE WITS MEET OR EXCEED THE FOLLOWING DIMENSIONS, CLEAR OPEN ABLE AREA OF 5.7 sq.ft. = HALL 2'-7" ��' CLEAR OPEN ABLE WIDTH OF 20". ❑ ' + CLEAR OPEN ABLE HEIGHT OF 24" - - ------ _ - - - 7 90 F 6 2X12 R106E v OPENWG SPECIFICATIONS WILL CHANGE WHEN USING DP-50 BILL STOP. r — — — — -- _ — — — —� — — — - - — — - -UNOBSTRUCTED GLASS MEASUREMENT 16 FOR SINGLE SABH ONLY. = e -`UNIT DIMENSION" ALWAYS R'F6'-1" 11-4"ERS TO OUTSIDE FRAME TO FRAME DIMENSIONS. � _ _ _ " W -DIMENSIONS IN PARENTHESES ARE IN MILLIMETERS. M - _ O � iv J i BELOW in 9 J • l • • 4 F11A H O O O_ . Q ELlmf�- 72 10 FSR. a 16' O.G. 16]16 70210 ]4710 70710 3070 34210 n O 2 6,-J. a .L. 10 © 2x R e Ib" OG. 2x10 R. a Ib" O li LU ®B 6 6 66 6 +% . \ L.� BEDROOM #2 _9 x G . o e O.G_. X 16 439 70S !155 6 LU W I ry (,� !� L/Y�� 2x6 G.T. • 32" O.G. \�} � �� ,� 1 Z 57 105 a T 7 549E (� � / 2x6 G.T. a 32 O.L. � dl /� H i �• "qf!_�5, � Z 'N O 2x10 RR • 16` O.G. ` `� 0 O 71 o O c G C C p, �T � LLI 1 a 65 6 D] 141, 13,_2�� 4�� 4� 6�_0�� 4� 4� 4�� 4� 'i� 6�_0�.� l� 0 15� ]� 243 20 30318 3430 0 0 1 . - - - 1117 2xB HDR (2),- x15"HDR,OFFICE - - ?TYPs - ® ® ® ® �" BEDROOM #3 -- - - — — I (Z - 2x5 HDR. 4 30 toe1647 202 2647 3047 3442 _ - - --- - — — — -- l6 L (2) 46 r771 _ — ® LO D BEARING EXTERIOR WALL _ n E E E\1 UE1 LAE� I 1-NKI Lj aQ r �1• �.o 15N ]446 7646 3d6 5446 r � fl n r1l r771 iao 0 F F F F P P 6'-II" b'-II" 5'-10" b'-0" 4'-6" 7'-8" 4'-b" 8'-10" 8'- 0" o � 2 I a a 4 57r ° Vrn ch 13'•10" II'-10" 16'_8" 17'_8" z meg.= �{`� 1667 206 2467 2667 3062 WIND43DRNE9RPRR TEOTIO:'PORWUDD LCTfro r A4 PER OECTIDN- Ifp04+1.{ N.Ks. 6L%.'4Ay8 Li DERa�- 1666 2066 2466 2666 Be" a I' ce"nnuo"x r,/• mm, Lj sn.d"9 i' vnmb« Mtiwm'i -i `~� 'lllllllllllr 1667 2"2 2467 7667 3067 3462 "I.w r Nwxo"m - j' I I I I I I I 0wy ` •�`,• I 7 ) 4 6 6 7 wl 3nn.n.,. U• 4" - A TIPLE 6EO'tION A66EMDO 1617 ]072 7412 ]Dl2 5077 3412 3612 Second Floor Plan �i �Y 1/4"'INICIC VOLTS-]' qC ' I,' DATE OCT'04 SCALE: 1/4" - I'-0" IIBb S .PT. LIVING SPACE �' n DRAM EB/PS PROVIDE FIRE STOPPING IN WALLS AS Ci'lIW N.Y.B. CODE. / w.-dyMw. dll 6 , ry' ii• J J J J J J J MAN PROVIDE (2) 2X8 MINIMUM HEADER OVERALPmD ANa, 1, , r, % I x a 4 D 6 1 FRAMED OPENING-16 UNLESS OTHERWISE 23/39" APA 6PAN.FATSD 46/14 SHEATHING GRADE PLYWOOD 'I- INDICATED ON PLANS. (OVERLAP AROUND 0191IIING6 4") n PILE FIGURE DIMENSIONS TO SUPERSEDE ACILAI- i� M4 6TRONG-eAOK6 . 24" OD 'Y' V• SCALE of DRAWINGS. JOB No, 24134 1516 7016 2416 2616 9076 3416 9616 A65E1164T, U. PR:A640TeLZ PLYWOOD TO 7x4TN .1001' fw WAAIl GALVMI2lD OR 'r O SMOKE DETECTOR yT�mbw°TTADNIt(G�s1p NA R41mo�P Tem TQ NUIl.w f O CARBON MONOXIDE DETECTOR UIDDIO 6eIUR .15d 15 oG"•�L n¢ °TAINLB56-67RE. n ALTRR"6T"F STNUI! . Murril R.T0 BUILDING,. ' - 0I NUTS ATIADNeb Th BLDG.w•10"Wa 'f w/WA5N5RU MACHIN!BOLT.M'O.C. ' T General Specifications , ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL PLUMBING FIXTURES ARE AS SELECTED BY THE OWER AND PROVIDED AND INSTALLED 5 . ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BEST BY THE (CONTRACTOR COORDINATE FIXTURE TYPE AND LOCATION WITH PLANE. STANDARDS OF CONSTRUCTION PRACTICE. IF 80 REQUESTED BY THE GUNNER AN W.VAC. PROPOSAL WITH COMPLETE DUCTWORK THE CONSTRUCTION DRAWINGS GENERALLY INDICATE THE SCOPE AND QUALITY OF THE ROUTING AND EQUIPMENT SPECIFICATIONS TO BE SUBMITTED TO THE ARCHITECT PRIOR WOR,, But ARE NOT PRESENTED AS BEING ABSOLUTE, ALL INCLUSIVE, OR PREE FROM TO COMMENCEMENT OF ANY SUCH WORW, ERRORS OR OMISSIONS. ANY AND ALL WORK AND ANY AND ALL MATERIALS NOT SPECIFICALLY LISTED IN THE CONSTRICTION DOCUMENTS THAT ARE REQUIRED OR CAN HEATING TO BE DESIGNED TO PROVIDE 10-F WITH OUTDOOR DESIGNED AIR REASONABLY OR NOR"IALLY BE INTERPRETED OR INFERRED, THEREFORE, 84ALL BE TEMPERATURE OF 0'F AND A IS MPH WIND. ¢ MIRNISHED AND INSTALLED BY THE CONTRACTOR A8 PART OF THE PROJECT SCOPE. x > 5 z AIR CONDITIONING SYSTEM TO BE SELF CONTAINED AND DESIGNED AS FOLLOWS, h U ¢ m THE GENERAL CONTRACTOR IS EXPECTED TO Be AN EXPERT IN HIS FIELD AND SHALL A)OUTDOOR DESIGN TEMIPEJ3HURAE32 , 1. " RATIRES SHALL BE BASED ON THE CURRENT A . I I > 0 w C -' VERIFY ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES M1U67 BE BROUGHT TO THE TEMPERATURES AT 2-I/1 t FREQUENCY. 2X12 RIDGE BOARD , 0_2' 13D o Rt $ z z ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OP CONSTRUCTION. THE B) INDOOR DESIGN SHALL BE BAKED 18' D.B. AND 50 RH. FOR SUMMER AND 13' z w z CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE FOR WINTER E z O 0 z HAS STARTED WOW EXCEPT FOR HIDDEN JOB CONDITIONS. ASPHALT ROOF SHINGLES THE ELECTRICIAN 16 EXPECTED TO BE AN EXPERT IN W16 FIELD AND SHALL MAKE IS FELT ON 1/e" PLYWOOD SWEATING -- ---- - --_ _- ..__ 12 THE OWNER 16 RESPONSIBLE TO HIRE A GENERAL CONTRACTOR EXPERIENCED IN THE PROVISIONS FOR ALL ELECTRICAL. WORK INCLUDING: SWITCHING, POWER REQUIREMENTS, ON 2X10 PER a Ib" OClTYPICAL) SUPERVISORY WOW REQUIRED TO COMPLETE THIS PROJECT. DAY TO DAY SERVICE REQUIREMENT8, HEATING VENTILATING AND AIR CONDITIONING WIRING, ETC, 60 - -- _ --_- -- ,, _--_ _ PROFESSIONAL SUMRV16ION 16 REQUIRED FOR THE COMPLETION OF THIS PROJECT. IF AS TO MAKE THE PREMISES OPERATIONAL FOR THE OWNER AND MEET ALL PROVISIONS T - I2 6 COLLAR PIES 14�� O ERROR OR OMISSIONS OCCUR DUE TO THE ABSENCE OF QUALIFIED DIRECT SUPERVISION OF ALL PREVAILING ELECTRICAL CODES AND THE REQUIREMENTS OF THE NEW YORK _- _ -- _ - - - THEN THE OWER SHALL BE RESPONSIBLE FOR ALL CORRECTIONS. STATE BOARD OF FIRE WDERWRITER6. A KY.SAP.U. CERTIFICATE 18 TO BE PRESENTED - - - -- - _ _ TO THE OWNER AT THE COMPLETION OF THE JOB. - - -- _ THE CONTRACTOR SHALL GUARANTEE TO THE OWER THAT ALL MATERIALS AND - _-- --- - -_--- - �/ Al2UIM1514T INCORP'OIRATED IN THE WORK WILL BE NEW UNLESS OTHERWISE SPECIFIED, THE OWNER 6HALL PROVIDE ALL LIGHTING FIXTURES. ALL OTHER ELECTRICAL 4" WHITE ALUM. GUTTER OVER IX - - _ - -__ - - ,ATTIC �I AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR EQUIPMENT AND MATERIALS TO BE SUPPLIED BY CONTRACTOR ALL". COVERED FASCIA BOARD -- -- ------- - -- T 111 A PERIOD OF ONE YEAR AFTER COMPLETION. (TYP)(OWNER OPTION) SITE PLAN INFORMATION 16 AS, INDICATED ON SURVEY PROVIDED BY OWNER AND SHALL - -- R-30 PIBEIRGLABS THE CONTRACTOR SHALL OUPERVI6E THE WORK USING HIS BEST SKILLS AND ATTENTION. PREVAIL. SITE PLAN BY ARCHITECT OF INDICATED), 16 MERELY SCHEMATIC. _ _- --- BATT. INSULATION q THE CONTRACTOR SHALL BE SOLELY RE&PONSIBLE FOR ALL MEANS,METHODS, 11/2" CONTINUOS VINYL SOFFIT VENT ------- 2X6 CEILING JOISTS • 16" O.G. —•- ~ TECJ41,11Q UES, SEQUENCES AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF ALL WORK TO COtNPOR'1 TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY (TPP) Y2"6HEETROCK WALL 1 SLG. l3J� THE WORK WITH OTHER TRADES. CONSERVATION CODE. ALL GLAZED AREAS TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES, SEE ATTACHED SUMMARY OF TOTAL VINYL BIDING COAT JOB THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT PREMISES THERMAL RATINGS FOR THIS PROJECT. W/ TYVEK BUILDING WRAP ON FROM DIRT OR DAMAGE DURING AND UNTIL COMPLETION OF THE PROJECT. I/2" CDX PLYWOOD SWEATING, 2X4 WOODS STUDS 00 16"OC. O LNLE66 OTHERWISE SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROVIDE AND PAY DBLE TOP PLATE SINGLE '41 FOR ALL LABOR MATERIALS. EQUIPMENT, TOOLS, C,"TRUCTICNEQUIPMENT AND SOLE PLATE MACHINERY, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR General Insurance Specifications R-13FIBERGLASS 1NS1LATION BEDROOM HALL MASTER BATH THE PROPER EXECUTION MID COMPLETION OF THE WORK I 3/4" PLYWOOD BUBFLOOR THE CONTRACTOR &WALL PURCHASE AND MAINTAIN SUCH INSURANCE'S A8 WILL THE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD PROTECT HIM FROM CLAIMS UNDER WORCMEWO CONDENSATION ACTS AND OTHER 4 17 MN ORDER AMONG HI6 EMPLOYEES, D SHALL NOT EMPLOY ON THE WORK AN UNFIT EMPLOYEE BENEFIT ACTS,FROM CLAMS FOR DAMAGES BECAUSE OF BODILY 2ND R.00R PERSON OR ANYONE NOT SKILLED IN THE TASK ASSIGNED TO HIM. INJURY, INCLUDING DEATH, AND FROM CLAIMS POR DAMAGES TO PROPERTY WHICH MAY ARISE OUT OF OR RESULT PROM THE CONTRACTOR'S OPERATIONS UNDER THIS `- THE CONTRACTOR SHALL PAY ALL SALES, CONSUMER USE AND OTHER SIMILAR TAXES CONTRACT,WHETHER SUCH OPERATION& BE BY HIMSELF OR BY ANY 1S•BNEETIROCIC a WALL H SLG.(31 f SUBCONTRACTOR OR ANYONE DIRECTLY OR NDIRECTLY EMPLOYED BY ANY CFCOAT JOB J REQUIRED BY LAW AND SHALL SECURE ALL PERMITS,FEELS AND LICENSES NECESSARY THEM. THIS INSURANCE SHALL BE WRITTEN FOR NOT LEGS THAN ANY LIMITS OF 2X6 RR 16" OC, FOR THE EXECUTION OF THE WORT LIABILITY SPECIFIED AS, PART OP THE CONTRACT D00U'I04TO OR REQUIRED BY i KITCHEN' LAW, WHICHEVER 16 THE GREATER AND 6WALL INCLUDE CONTRACTUAL LIABILITY I THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING, AND INSURANCE. CERTIFICATE OF SUCH INSURANCE SHALL BE PILED WITH THE OWNER ADJUST GIRDER ID NN INCs BATH R-17 FIBERGLASS - 0 SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE HEIGHT TO ALIGN W/ BATT. INSULATION WORK HE SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND THE OWER SHALL BE RESPONSIBLE FOR PURCHASING AND MAINTAINING HIS OW IRON 61 SHALL PROVIDE ALL REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LIABILITY INSURANCE AND, AT 14I6 OPTION,MAY MAINTAIN SUCH INSURANCE AS, WILL 0 LOWPROTECT HIM AGAIN67 CLAIMS WHPOST AFFE TO (U ALL EMPLOYEES ON THE WORK AND OTHER PERSONS WHO MAY ICH MAY ARISE FROM OPERATION UNDER THE 6 X 8 BOX I R r W AFFECTED THEREBY, (2) ALL THE WOW AND ALL MATERIALS AND EQUIPMENT T TO BE CONTRACT 3/4 PLYWOOD SAWRILS/4" X 6" CCA LL' INOOM PORATED THEREIN, AND (3) OTHER PROPERTY AT THE SITE OR ADJACENT UNLESS OT14ERWSE PROVIDED, THE OWNER SHALL PURCHASE AND MAINTAIN I p THERETO. WE SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, RULES, PROPERTY INSURANCE UPON THE ENTIRE WORK AT THE SITE TO THE (FULL INSURABLE _ 1ST FLOOR > REGULNS ATIOAND 0110ERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION FOR THE VALUE THEREOF. THI6 INSURANCE SHALL INCLUDE THE INTERESTS OF THE OWNER, 2X10 FLOOR JOISTS • 16" O.C. - SAFETY OF PERSONS OR PROPERTY OR TO PROTECT THEM PROM DAMAGE, INJURY OR THE CONTRACTOR AND SUBC(JNI2RACTOR6 M THE WOR, AND SHALL INSURE AGAINST APPROxIHATE FINISHED GRADE - ELEV. ± i I.p R J LOSE. ALL DAMAGE OR L06B TO ANY PROPERTY CAUSED IN UNOI.E OR IN PARI BY THE PERILS OF FIRE, EXTENDED COVERAGE, VANDALISM AND MALICIOUS MISCHIEF. RLN2v. 35.9' I/ (2) 1 Ya" X IS JP ML (2) 1 tY+" X 9)S" ML APPROXIMATE FINISHED GRADE — THE CONTRACTOR ANY SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY ANY INSURED LOSS TO BE ADJUSTED WITH THE OWNER AND MADE PAYABLE TO THE I I CRAWLSPA4GE 8Lev. 1 S.S' OWER AS TRUSTEE FOR THE INSURED AS THEIR INTEREST MAY APPEAR SUBJECT TO 131,11 DIA. STL. PIPE EMPLOYED BY ANY OF THE, SHALL BE REMEDIED BY THE CONTRACTOR EXCEPT __. RUB-R-WALL / WATERPROOFING Q THE REQUIREMENTS OF THE MORTGAGE CLAUSE. THE OWER SHALL FILE d COPY OF 1 ) 2" SCREED CHAT COL. 24• X 12•D P.C. I� DAMAGE OR LOSE ATTRIBUTABLE TO FAULTY ENT* GB OR NE EMPLOYED OR TO THE ALL POLICIES WITH THE CONTRACTOR AS REQUESTED, PRRIOR TO THE BOG' OAD BEARING EXTERIOR WALL ACTS OR OMIB'610N6 OF THE OWER OR WIG AGENTS OR ANYONE EMP-APED BY THEM. ws COMMENCEMENT OF THE WORK THE OWER AND THE CONTRACTOR WAIVE ALL I®• DIA R BELOW W FIOURED CONIC. PDN.WALLS ATOP S" x I6' RIGHTS AGAINST oVEIACH ED BY FOR DAMAINSURANCE CAUSED N FIRE OR PARATHERGRAPH. PERILS 3'-O' E, 551.1-OUT 1.1- OW I I ° POURED CONC.FOOTING ON FIRM, THE CONTRACTOR R 1896 WITH A FOR ALL PROTECTIVE PAINTING AND PRIMING AND TO THE EXTENT COVERED IR )SIM LAR W PROVIDED UNDER THIS OsIMS. IRAPFL. THE GRADE, B BOTTOM I I � " UNDISTURBED SOIL (TYPJ IS TO LEAVE THE PTING AN WITH ALL WORK COMPLETED, CLEANED AND READY FOR (CONTRACTOR SHALL REQUIRE SIMILAR WAIVERS BY dUBGONTRACTONF6. t0 20" • BOTTOM 'J ��- -y - %"" DIA ANCHOR BOLTS 3'-0" OC. DACORA7IVE PAINTING AND ADORNMENT BY OWER IR"COX PLYWOOD ROOF 9HEATHMG !TT'P.) _ .1_ _ .DAD BEARING EXTERIOR QUAL (2)2X6 CCA SILL Ag6f9MED SOIL BEARING CAPACITY, 2 TON PER SIP., SUBJECT TO INSPECTION AND8' POURED G04C,FON.WALLS ATOP S" x Ib" TERMITE SHIELD VERIFICATION DURING EXCAVATION IF ORGANIC OR QUESTIONABLE SUBSTRATA IS POURED CONC.FOOTING ON FIRM, OZaNTEP ED A PROFESSIONAL LICENSED, SOIL ENGINEER SMiscellaneous Notes:844ALL BE CONSULTED FOR UNDISTURBED SOIL (TYPJ A TEST HOLE ANALYSIS,AT THE OWNERS EXPENSE, PRIOR TO CONTINUING PROVIDE 1 3/4" 60LID CORE DOOR AT GARAGE TO DWELLING. CONSTRUCTING, (THIS 18 A FIELD CONDITICNJ PROVIDE COMBUSTION AIR SUPPLY FOR HOT WATER HEATER HOT WATER HEATER SHALL HAVE BURNERS RA16ED MIN. ID" AFP. ALL FOOTINGS TO BE CARRIED DOW TO UNDISTURBED SOIL. NO FOOTING SHALL BE ALL SMOKE DETECTORS SHALL BE AC/DC SERIES INTER CONNECTED. � /VENT PANEL PE TAIL CA LO15 SHEEP TF 3� ° NLi 'A SET HIGHER OR LOWER THAN A 30 RN DEGREE ANGLE POANY OTHER 3EE f5L°WNou1 FOOTING. STEP v ' POOTING6 SHALL BE A MAXIMUM CF 30 DEGREES A8 JOB CONDITIONS REQUIRE. 41 ►N ANCHOR BOLTS TO BE B'S,• DIA. x N0" LONG WITH MAX SPACING OF Y-0. OC. m ALL CONOIRETE TO BE 62,3 MIX (MAX RATIO 66 % CU.PT.WATEWCU, PT. CEMENT), 3000 RESC/Peck Compliance Certificate Section Detail A A , _5 4-5 I.S. CONCRETE MN, R 28 DAY COMPRESSIVE STRESS (UNLESS INDICATED OTHERWISE ON New York State Energy Conservation Construction Code SCALE: 11411 G I'-0" PLANS). FOUNDATION WALL TO EXTEND A MINIMUM OF 8" ABOVE FINISH ADJACENT REScMGekgoawnm Venlon 3k Release 1 GRADE. Dem filename.Un101edrok aQ UIF CONCRETE BLOCK FOUNDATIONS ARE USED, CONCRETE BLOCK STALL !9E ASTM-148 PROJECT TITLE DELVECMO x WITH FULL MORTAR BEDS AND HORIZONTAL STEEL REINFORCEMENT EVERY SECOND a N8 COURSE. FILL CORER SOLID AT CORNERS. PILL UPPER 2 BLOCK COURSES SOLID AT COUNTY Suffolka+IC O A4CNIOR BOLTS AND SET Gro" DIA, x 101 LONG BOLTS AT3'-0" OC. MAX, SPACING.. STATE:New York 4" VENT 4" VENT HDD.5750 THRU ROOF THIRD ROOF ¢ L.1 CONSTRUCTION TYPE:Detached 1 or 2 Fmndy .I R OF =12 (n PROVIDE 0025" ALUMINUM TERMITE SHIELDS OVER POROUS INSULATION "BILL REALER' HEATING TYPE,Non.Ekmnc N. _� � ° =12 ( AT ALL PERIMETER SILLS. WIDOW I WALL RATIO 009 1_ I •- ___- r --r I I _ 2" ° L�N ALL WOOD IN CONTACT WITH GROUND,ND,CONCRETE,OR MASONRY TO BE WOLMANIZED OR DATE: 10119/04 I A 3"-'I --r------- --_- PRESSURE CEOSOTED. DATEOFPLANS:W19/nJ IIVjnV-Q 1162"V-,b �2„ IIIIS7"V-'¢ 2„ Ij1IN1"V-�] IIV,"V-� 1 )ILC. LAVILAVWL. 1LAV U _ to Cl)t DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND PROVIDE DOUBLE PROJECT DESCRIPGON 1 I HEADER JOISTS ABOVE ALL OPENINGS (MIN. 2 - 2x8 UNLESS INDICATED OTHERWISE). 2 Story Fmme 1 I I 1 I I DESIGNERICONTRACTOR' RAFTER HEEL CUTS SHALL NOT EXCEED 4". WERE JOISTS ARE NOTCHED TO HEADERS SECOND SO AS TO REDUCE BEAM DEPTH, USE BRIDAL IRONS OR METAL CONNECTORS. AMN Country try Ito les 211 27KHil er Caamry Rd �3" 1112 3n 1 11/2" 2' JOISTS tAlkrPlace,NY 11164 L—_-7I ALL OHAL,L NAYS 1•x4" WOOD CROSS BRIDGING ON SOLID BLOCKING SPACED Of O.C.MAXIMUM. " Passes /2 __ 3• AI.L FRAMING LIMBER TO BE DOUGLAS FIR NUMBER TWO (OR BETTER) CONSTRUCTION Yon,Hogm UA=SW 2"V 1102'LAV) I SINGS GRADE WITH A MINIMUM to . 900 pal (UNLESS INDICATED OTHERWISE ON PLANS). 12,3%HHser Tlyn Code(UAJ i I I Arms Qleksng SUB-FLOOIR SHALL Be 3/4" OR Sro' Am or Canty Cont or Door TOG PLYWOOD AS, NOTED ON PLANE,FINISH ftt6gsT FLOOR JOISTS FROM I I l>zdmga4 R.Vehw R•VGIua LL:F1WIas ll!A SECOND FLOOR UPSET ORDER I FLOORING SHALL BE AS, SELECTED BY OWNER OR OWNERS REPRESENTATIVE. I I IR' � 112' FIRSTlow ALL WALL AND BOOP SHEATHING SHALL BE IR• =X PLYWOOD !UNLESS INDICATED 3" Ceiling l:FNal ellior gSensor Tnen 1242 300 00 W f OTWM WISE ON PLANS) Wall l:WoodPnme.FS,-no, 3311 13.0 on 245 Wmdon3 Wood Pminezeoble Poneroh Lmy-E 271 0,340 92 2 k 4 16" OL. I a Dmrl:Solid 20 0125 J HUNG FROM r___---11 PA.I. SHEETIROCK WALLS AND CEILINGS TO BE U.S.GYPSUM I/1" OR S/8" ON ALL SURFACES DWI 2;Gross 30 0.340 10 DEL.CJ. AS, INDICATED ON PLANS,WITH ALL JOINTS TAPED AND SPACKLED MINIMUM (3-COAT Floor Aa-Wood ImVrouturDar Unconditioned Srym 104 190 00 ad2X4 PLATE TO TO EXISTING JOS), Pumem 1 Forced Hal An,T9 AFUE WrdMN STUDS EXISTING SANITARY LINE p1 RTMG SANITARY SYSTEM ALL WINDOWS SHALL HAVE INSULATING GLASS AND PROVIDE SCREENS FOR ALL COWLIANCESTATEMENr T1y p,opoaed m,tltling mR'�mxetl In WG daaummis conmaew wlN 4b W0tling OPERABLE WINDOWS,TEMPERED INSULATING GLASS IN ALL EXTERIOR DOOM AND Plam,apeclaaonona aM dMr aUcolnuom mb�mued Mm uee pannNl npplhaam. Thy p,opoaddmema IW II Ecco 2X10 CONTINUOS HOU(2E TRAP deelgned to meet the Nm,York gime Energy C.o rottkn Connotation Code rtqulre'nnu . When a Reabkrtd Dodge CELLAR FIXED GLASS ADJACENT TO OF'ENINR36 OR TO WITHIN 16. OF FLOOR LEVEL. DATE QGT'04 PmkaHlyel her,nnmpad and signed alis Iyge.they art 40esdng)hal to We but o(hidayr kmsekdgR behef,and INTERCONNECTED SMOKE DETECTING ALARM DEVICES, INSTALLED IN CONFORMITY WITH Faksnond)udgn .rye yin (2)1/2' DIA DRAWN P/pg SECTION 106040 OF THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING G speci0cmiam am in cootpllamd Mlh lNm Cade, (4)2X10 TECO BOLTS TO HUNG CODA SHALL BE PROVIDED OUTSIDE EACH SEPARATE BLEEPING AREA, IN EACH BW1dMDeelgner Dme� y F.J. 2X4'6 Plumbing Riser Di ag ram CHGD CODE SPACE AND ID EACH FLOOR LEVEL A THE PROPOSED DWELLING. ______ PROVIDE 60LID BLOCK FIRE STOPPING M ALL WALLS IN ACCORDANCE WITH NEW YORK ra 1 Wall Detail FILE � STATE CODE, 6 N.T.S. J01% No. 24134 GARAGE FLOOR CEILING 4 WALL SURFACES TO HAVE A MIK 3/4 FIR FIRE RATING WITH SW FIRE CODE TYPE 'X' GYFGM BOARD MIN. OVER ALL FRAMED AREAS. ALL DOORS TO AtTACWED LIVING SPACE SHALL BE MIN. 3/4 FIR RATED SELF CLOSING, ALL !BATHROOMS WITHOUT OPERABLE WNDOW8 TO BE MECHANICALLY VENTILATED AS i PER NEW YORK STATE CODE (90 CM RECOMMENDED). r PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE SANITARY DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. lA I EX RAFTER OR � � m CANTILEVERED A &IILDING IB DEIGNED IN ACCORDANCE W]CD]IGf�IDENTIAL I. THE AROHITBOTEHGIN OF RECORD O TIPIE I THAT TO THE Q FLOOR J015T OOD!OF N.Y YV AMEBCAN Fdr!'AT MID PARR DEBT Of NIB ICHOWLCpGE,nE S1R1GlI,RE AND Its GLADDIW REQUIRED FASTENERS OUTER 1/3 OF ASSocIAnoN w000 TRME coraTRLlcnoN MAIUAL FOR alE CCMMNENI'S b midNED HEREIN GOM•OI1M ro,AND I•QT y H2 HURRICANE TIE RAFTER TO FOR '91MPSON' STRONG-TIE 1/5 JOIST DEPTH MAX. 2"x4" CONT. AND TTC PAKLY VIIII INGa tis RSElQIoE STANDARD. OR ExOSD THE MINII4M RmIBTANOE NAn11GB A5 RI lla® SPAN ONLY BY 'SIMPSON' TOP PLATE ro OGI nIe cope. CONNECTOR-15 LATERAL 2-IOd NAILS ],nE DesISN Iee•eRENce of HE $910ANOE ABED IB G SECURED W/ (5) 8d -- I/4 JOIST DEPTH MAX. BRACING ® i PRexHBPnve McTNOD of THE PIroD PRANE coNGTRUDTION HNN/AI-(YrOIAI Pm NIGH wlrm minoN. NAILS To RAFTER ! io°�-SA. F�o� e,% b'-O" O.G. TRU55 OR �� wlION RAS TYJ YL.Ar a.THE GONTRALTOR TW M ANDaIMIIN roR UN PROPER TO STUD CEILING JOIST aBOnoN RDOG roR LIGHT VENnLAnoN IWTALLMION a TNOx ANSIPT G,NAILING,a11tAPpING AH✓D I- z TOP PLATE TOP PLATE o GYPSUM 4' PERIMETER ZONE a om"RAOa 1M axlNa 5DAFe CAnoW i IN,�IHs c TO SNENm I AND ILu»GI o ¢ w J G HI INSTALLATl.ION SIM2 MIN GABLE END TRUSS BecnoN RSIo FOR eHereo+cr L'fcAPL ANO REBGIE IBNTAI ID -'-ro THIS GET OpL FIND PLBIaTANOB DnMLs C ' rn N ; r ) TO SND BOARD 10-8d NAILS PANEL EDGE NAILING > � ' w r �coarLr w.E'FTeR NmcH1NG) - 1/5 J015T DEPTH MAX. �� NY5G 2002 - TABLE R901.4 x n z 8d COOLER 4' PERIMETER ZONE Cu o 3 z z o NAILS ® 20 GAGE STRIP MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS U a H8 HURRICANE TIE PANEL FIELD NAILING z D z BY SIMPSON, - 10" O.G. 4" O.G. NAIL SPACING SECURED W/ (5) IOdxl 1/2" I/6 JOIST DEPTH MAX. 10-8d NAILS IN POUNDS PER SQUARE FOOT (P9F.) b'_8, NAILS TO STUD OR RAFTER o 2"x4" BLOCK � C,J NIA/ ENDWALL 5'ND5 LOOKOUT USE IF J015T ! (5) 8d TO PLATES USE IF Fol - 22 SOLID SAWN JOIST AND RAFTER NAILED TO J A),5) BLOCK I- EACH BRACE i STUD ALIGN ! STUD DO NOTCHING 8 BORING LIMITS W/ (4) IOd NAILS 8d COOLER AFs1�-OII o O NOT ALIGN H524 IS e-Sd NAILS a 'T' O.G. (SABLE END TRU55 n RAFTER TIE DOWN � H2.51NSTALLATION NOTCH DEPTH � GEILNG BRACING GABLE ENDWALL OR ENDNLALL SEGTtlON A-A I/4 STUD DEPTH MAX. �• NY5G 2002 - R5012,2.4 WEl6HT5 OF MATERIALS. lY 1_1 L's INTO USEtAT ALL ROOF RAFTER ! HOLE EDGE DISTANCE N0 APPLICABLE AT HIP ROOF BUILDIN65 32 RAKE OVERHANG OUTLOOKER "w LIEBoIeIOFBF•roieF ` L"IeB,�„�c`�rR�•arel N AT CANTILEVER FLOOR JOISTS 5/6" MIN. UPLIFT CONNECTION LIMED x55 !Ilsoaa I;IIZAVLSNALLNOT",5`"iALLS'V°O1L `ADE HOLE DIAMETER 1. FIFTEEN oy FBF,rola III LIOWT-FRMB WOOD WALL9 (j ].FOmIll N(W POP.FOlt ExTe m LIGNr-IRAI-E F �c FORSTUD DEPTH MAX. coli-Ronr.®STEL w,w_s FOR SINGLE STUD JOISTS S.TEN(lo)PSF.FOR INTEIVOR LIGHl�RAI ,POOR wuu, 4.FIVE III FBF FOR INnBIIOR LIGHT-FRAMm CgLD-IbRMED HOLE ED6E DISTANCE BLOCKING ARCHITECTURAL BRONZE SILICONE STML PALLS. vI M 5/8" MIN. ® 4'-O" O.G. EXTRUDED ALUMINUM FRAME S.EISNrr(So)PUP.POR S-IHYA VZK MASONIar PAP. 1 0 o ENERGY SEAL e.elaHrc-FIVE resU PGF.FOR e-INOIFTHIoK cONOReTe PALLS, om HTOTP ° ACRYLIC GO-EXTRUDED PVC, GLAZING PLATE OH.Y ENDWALL A DOUBLE DOME RETAINER AND DUPONT 0 H2.SA INSTALLATION 4 y3 INSTALLATION ^ H4 INSTALLATION HS INSTALLATION HSA INSTALLATION HOLE DIAMETER BLOCKING ALGRYN GASKET NOTE ; ei'EaILa IMO BOM TOP RJflEB/ IL9 INTO LPPBL TOF PLATT) v T CONDENSATION �7 5/8 SND DEPTH MAX. 5KYLI6HT FRAME HINGE CR C—.-1'-- DoE 5E� ILS INTO BOTHroP PLATE)U o"11-5 INTO MOTH TOP PLATB9) FOR DOUBLE STUD NOTE: SECTION A-A GUTTER COPPER FLASHING AS PER N.Y.S. PU LDI INSTALL BLOCKING AT ALL IST FLOOR QUICK RELEASE 1rao9.l.4 - sT9IJcTJF"AL WWD PAILS L -w 23 STUD NOTCHING AND BORING LIMITS RAFTER FRAMING PARAFRNMIN6o 2ND FLOOR LLELNTOIWALLF PIN 4 WHITE BIRCH BRACKET ROOF SHEATHING OR DECKING DET/ ILS N E Lou TED o SHEET 0.5 (/��J, n FLOOR BRACING ENDIN.ALL LINER BOX DOUBLE TRIMMER RAFTER }/ �-� DRYWALL APPLY CAULKING OR SEALANT O N LSTA 1 1/4" WIDEx 15" LONG 20 6A, STEEL STRAP BY I/4" UNIT DIMENSION 1/4" •_J Q 'SIMPSON'. SECURE W/ HEIGHT OR WIDTH z N • �yyn (6) IOd COMMON NAILS ROUGH OPENING Ill '^ ON EACH RAFTER HEIGHT OR WIDTH U YV�Mm ® .Nur y0-2 INSTALLATION b 'C{Q STUD k Its) Z �� SKYLIGHT DETAIL 4 Hb INSTALLATION HIO INSTALLATION Mnz BINnLAw RAFTS .I NA Q — U MT516 STUD TO BAVD 3� J J015T CONNECTOR* JOINT DEBCIlIFTION ROa IxnMINe NAIL BI•ACINB O w USE EVERY OTHER NAIL HOLE Q EACH JOIST BY s-eO eRRRHo RAFTER O IN A ROW TO PROVIDE THE RIDGE BOARD 'SIMPSON' SECURED BP 1/2 BEARING D PLhTE BY s-Iad e cIi P Q V W/ (14) IOd OR 'SIMPSON' HAMM& -' d EACH AP MINIMUMIOdxl I/2" NAILS Vluffinum c Z n ROOF RIDGE STRAP 2-1 d aK„ N (a 4 W COVE-REQUIRED CENTER 12 a- d LTP4 PLATE CONNECTOR SPACING FOR NAILS l CJ E Q DOUBLE 2x Ii ��MI� -I d PER Poor � Q ® 16" O.G. BY '51MFSON' f- II r d_ d oINr3- LH SIDE NOTE: INSTALL AT ALL RIDGE CONNECTIONS. N FOR HEADER a rb oc acs z "ALTERNATE DBSI6N TO RIDGE STRAPS REQUIRES SECURED NU (12) z_ q OR BEAM I 2-lad PER sTuo I ` 2'1 COLLAR: TIES TO BE INSTALLED AT ALL Bdxl I/2" NAILS l 2_mdl2 PER Foar v Z ;p RAFTERS L UPPER UB OF GABLE Nl/ 11 4/2" THREADED ROD I a-ed R.IO ST (9) 8d NAILS I@•! EACH CONNECTION. BANtl7 JOIST II FLooR ITAMINe - d is SILL PLATENP uz{ ® 2_ a e EMS N. J (5)d NAILS ARE STUD TO BAND JOIST CONNECT ON a 3 SPI STUD PLATE TIE -�-r • V REOD IN EACH END L I a ® EACH STUD 5Y II -i d TER DOT LENGTH ® ALL 'SIMPSON' SECURED NV 'I ROGP SHEATHING EXTERIOR WALL STUDS S e a"E06E x FIELD (b) IOd NAILS TO THE D S � STUD ! (4) IOd NAILS _ - d PeR EIIP ORT PROVIDE MINIMUM T/8" BY 'SIM1/2 PSON' NUT G ,aR we• 2-ad PER suPPoftr END DISTANCE PROFILE TO THE PLATE MINIMUM oealHe SHEA alto ERB T D6e 10°Fe D N3 C,5 COILED STRAP 5/6"0 ANCHOR BOLTS END DISTANCE PALL SWEATNINe (�) CORNERS lI11-01,TERMINNATTIIONS AC4 POST GAP HOLLOW GOLUMi•1 GONNEGTIOI� F ad, ' EDGE I� FIELD ILI BY 'SIMP50N' Boon/b",F aELP C -IMB R OF SPECIFIED 16" O.C. v ID NV 9 SQUARE WASHERS BY 51MFSON �� — sac t s o" ISL a C }� EQUAL NUMBER OF SPECIFIED ^ ° II - °' SECURED NU ` as s EDGE G wAO IR f0 A NIM. OF (12) 3-Od PER EIIPPORT ¢ NAILS IN EACH END ° ° ° ° v D PER sUPPOR� v WALL TO WALL STRAPPING ° 16d NAILS 4 —� I-� THE BEAM i A _ PLooR SIEATHINS Ll - • � _ STUDTO SILL PLATE MIN. S I T 16d F NIMBER OF W BER ALLO ABLE ORIPT Ai ALLOwABL y 0d a"EDGE / 13"FIELD V PIOpEI 'V H T FASTENER OP HOL°OPN SH AR V LDAP ALLOWABL SHEAR V yALL IOd a"Ep6E "FIELO NAILS IN THE POST ANCHOR WEIGHT D eo ' NO IN,I,INJ/lry ONTOF%NEL ANGH. MCLI PORBAL 50Y5RTE SHEIAR i OAD (L55) 2.50 PER SUPPORT ¢ N m O FOR P.G. 9Lu48 CONDITIONS 5wb.r. m Ta a S-s a 2- - s e ao s4B oa PO 5-a>d Pe SUP RT 'M•o swlb.T.a Ib TB s a-sD9 .a - 2- 2a O .34E 1] I NAILIW RlmUllte•INIB ARL CADCD ON WALL•JEATHING NAII.CD G•OO.AT THE PAWIL EVISI IF WALL ¢ U u SWlbw w4 la F -505 u0 - - 4 20 S 9 ^-,TIHNG la NNLED S•OG.AT 1116 PANEL lBSGB ro OBTAIN HMIEIt OHGNi GAFAOTG9,NAILING m MTSW SND TO BAND 15T FLOOR DECK AEU44 ADJUSTABLE sw a.B.a 16- 22 s -5D b 2- 2- 2B aS . 20 vs o REg 504IINT!Fore STRSCTLRAL Hem"SHALL HR:DOInLED,cR ALTERNATE CONNE VTO",a'KII As sW2,.-1.4 2 Tb a c- D . 2- 2- rE IPO FB II 5 F SIEAR"I'm,SHALL W DEED TO MAINTAIN WAD PATHS. ° v , JOIST CONNECTOR ® EMBEDMENT LINE POST BASE BY w2�.T.a 22 Ta 5 - O 2- a I o B ias T ]. WlEN wnu.SHEATHING IS coNnrualS Duca coNrLCTeo NETseas,TIe rAEuuTm NaSCrt oP NA1La 4' T° EACH STUD BY 'SIMPSON' 1 5" SQUARE IAA5HERS ONE 04 REBAR 5" To 5" SIMPSON' sw22.a.a o .: I -sD . a 2-ssTB s 4a s sHALL rK PCfa-II'R®ro REOLGCD ro I-IHw NAIL PER Foal. •- SEE ® j ON ALL ANCHOR BOLTS I FROM TOP OF FOUND. II 2 v ° SECURED W/ sw22.e.a 22 RO s IO-SDs .a 2- s 2e 1RFs aaa lOa Iso S, cannaSloN "IGGETANT II SASE RaOPINa NAIu MID IG SAee STAPLES AR PCB4ITTED,uecx ISO FOR D L 8 m ADDInoNAL REOEIRDOTI9. $m Y N N 5 I �- o v FROM TOPONE 04 BOFRFOUND.S ( SOL DLPOST GONNEGT ONS sWlao ETN la T 4 WMB-1 --11- jll:LOI� LBs GZ- /8"(P S5TB20 Le DRIPr ATALLOWABL LTP4 PLATE CONNECTOR SINGLE OR DOUBLE N HOEDOWN ANCHOR BOLT o Z FASTENER OF 54 AR V LOAD ALLOWABL SHEAR v ELLi0I (E �)POftw ® Ia" .G. BY 'SIMPSON' 2"xb" G.G.A. SILL PLATE Q BY 'SIMPSON' n p FOP ANCHORP RrAL SYSTE SEE ON FOAM SILL SEALER ° ''T I- - '. v E1 5/8 d 5ST520 2C� swI .T.b la Te s : -so e.a 2-HOLDOWN ANCHOR BOLT wlB.a. Rcb- o o-OVER TERMITE SHIELD v LOCATE APROX. N 2 vo 420' 2- +V904945°FROM WALL ° BY 'SIMPSON' sw22.T.a z Te 1 - s . 2° 905/8" DIA, ANCHOR BOLTSfv v sa ° OP 150 v CORN O.G. ! I'-O" FROM f 3/4" CONTINUOUS STEMWVALL NY5G 2002 - TABLE 8901.2(1) v CORNERS ! TERMINATIONS MIN. CLIMATIC, AND 6E06RAPHIG DE516N CRITERIA END WALL DOUBLE POUR INSTALLATION USE (U LS90 "I L H O.R w1 r s IId HIM FOR CONTINUATION BY 'SIMPSON' s asT.a B T'-O -O vurm SLaEaT ro DAI4Ax FROM I FOUNDATION TO WALL CONNECTION AT PLATE FRAMING ON EACH SIDE „;b;e`< E ' la SEE DETAIL OF RAFTER Ia.b. a_. �a ® '120 c ort Llze EVER BS'MIN SITE DecAr � SECURED W/ SINGLE OR DOUBLE (12) IOd NAILS s 22. .E a' a'-O' a'-0 2"x6" G.G.A. SILL PLATE ° Z s 22, as a-r -1 USE PROVIDED SWMST STRAPS ! SECURE W/ IOd MAE, OR �� 1 IN. FOR ON FOAM SILL SEALER F � lad SINKERS TO SECURE 5TRON6-WALL TO HEADER H� j g USE (U LSSU210 LSTA24 STRAP (MIN.) LL 55TH OVER TERMITE SHIELD E v v e m, BY SIMPSON' BY 'SIMPSON' AT BEAM �. BEAM II SPLICE DRAG TIE ACROSS B SPLICE PHDS HOEDOWN E I OR FULL SECURED W/ (9) TO POST CONNECTION Iv _ ONE •4 REBAR 9" TO 5" I� v lOd NAILS IN THE GARAGE PORTAL (2) 2"x4" STUDS BY SIMPSON' pO T LE LOAD FROM TOP OF FOUND. v v SECURED NU (I B) GLE PORTAL 5 TEM DOUBLE PORTAL SYSTE (MIND FOR OUTSIDE INSTALL AS PER r(i Q � �� a FADE a (T) BY 'SIMPSON' IOd NAILS CORNERS OF STRUCTURE MANUPS SPECS ° 5/8"m 5575210 e o o IOdxl lit" IN 'a'D HEADER HOLDOWN ANCHOR BOLT THE JOIST HIP ! VALLEY CONNECTIONS -,:`•y \T o s:,T t• HE PROVIDE A MIN, OP (5) LTP4 - SUPPORT ® BY SIMPSON' v v v v HGP IP CORNER �\ PLATE N' AT SUPPORT BY POST nom% wl 5D5 I/4x9" : v BY SIMPSON, v v v ' v v / SUPPORT 'SIMPSON' AT SUPPORT POST rM 16-4'. MAX. • WOOD SCREWS o POURED CONCRETE - MIN. i DAT • - POST TO STRONG-WALL SECURED `; � v A FOUNDATION � " _ Ib'-4" MAX. - ' v ( l' W/ (12) Bdxl I/2" NAILS - DRAWN E6/PS 8'-O" MIN. '�. 13/4" PLATE BY SIMPSON' '� > I6'-4" MAX. 'Yt CNA 5/8 COUPLER NUT I v MIN. SECURED VV (6) lOdxl 1/2" �� ' STHDIO HOLDON�V (MIN) BY 'SIMPSON' v I ^ ° CORNER INSTALLATION SECT A-A NAILS -0 RAFTER ! BY 'SIMPSON' SECURED NU �' 6ARA&E PORTAL �� CHKD (28) lad SINKER NAILS ° HOLD DOWN ANCHOR BOLT 1= BY 'SIMPSON' FILE k P 5/8"m 557820 11 v CORNER STUDS Hf �' ANCHOR SO 2 "/ ` PROVIDE WATERPROOFNO. , �.Q' 1,L} SEE DETAIL NOTE: HIP CONNECTION T COLUMN BASE r[ : ';'"� INSTALL WHERE INDICATED ON FOUNDATION PLAN. J v, •4.• /' USE 557520 FOR SINCILE SILL PLATE : ;�a,.;`,. I: " • "• ' BASEMENT E SLAB ON GRADE USE SSTBL20 FOR DOUBLE SILL PLATE T ' • INTERIOR VIEW GRAWLSPAGNOTE: - INSTALL AT ALL HIPS (WHERE APPLICABLE) EXTERIOR VIEW HOEDOWN GONNEGTOR USE HI W/ (H) lOd NAILS TO RAFTER E KQ) TO PLATES FOR 4x HIPS 35 GARAGE PORTAL 5Y5TEM5 - STRONG-WALL SHEARWALL