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HomeMy WebLinkAbout30746-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31262 Date: 11/04/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 330 SUMMIT LANE EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 7 Lot 10.4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 25, 2004 pursuant to which Building Permit No. 30746-Z dated NOVEMBER 4, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & FRONT PORCH AS APPLIED FOR. The certificate is issued to GUSMAR REALTY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0143 08/12/05 ELECTRICAL CERTIFICATE NO. 2044274 06/06/05 PLUMBERS CERTIFICATION DATED 08/11/05 WM. J. METCALF /�ILA4 thor zed Si nature Rev. 1/81 1�l Form No.6 TOWN OF SOUTHOLD � rs, JULBUILDING DEPARTMENT 4{ TOWN HALI, � 765-1802 MAL. •Sl�_o —I APPLICATION FOR CERTIFICATE OF OCCUPANCY 10-o ,U ab �/ This application must be filled in by typewriter or ink and submitted to the Building Department with the fold lgN p A. For new building or new use: L 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. 2 New Construction: l/ Old or Pre-existing Building: ---(check one) Location of Property: 3C) M rrl I i t 7 Arll� HouseStreet Hamlet 7_AL___15' Owner or Owners of Property: lV l�-�( Suffolk County Tax Map No 1000, Section O Block` Lot ( � Subdivision ��ya ) r� i % �S /� �S Filed Map. Lot: Permit No. �_7_q/,0—Date of Permit. Applicant: Health Dept. Approval:_ _Underwriters Approval: Planning Board Approval: ,_ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature o C PcPr Pr��nrJ�cPr�rJ�rPc fcPrnrJ@fr n r n�v.,N CJrJcPrJ� �n rJrJ�r nrJ�r n rJ':rTl 1 10 r111 '` J'11 Irr'`r'`r' Lr.nrn�n Lr@rrJP o BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c5 CERTIFIES THAT 5 Upon the application of upon premises owned by 21 13 E5 P.O.ANDERSON 30 0N ELECTRIC ONES CHOIS LANE rS 5 MILLER PLACE, NY 11764-0016, EAST MARION, NY 11939 S CCC Located at 330 CHOIS LANE EAST MARION, NY 11939 C� Application Number: 2044274 Certificate Number: �c 2044274 Section: Block: Lot: Building Permit: 30746 BDC. ns11 C� 5 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 S herein, was conducted in accordance with the requirements of the applicable code and/or standard S rj promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 6th June,2005. 5 5 Name OTY Rate Rating Circuit Type 5 5�j Alarm and Emergency Equipment rj Sensor 3 0 Carbon Monoxide 5 CCj Sensor 8 0 Smoke rj I� Appliances and Accessories 5 5 Furnace 1 0 Oil 5 Hydro Massage Tub(Therapeutic 1 0 5 Wiring and Devices 5 Outlet 34 0 Fixture 5 Fixture 34 0 Incandescent �j Outlet 85 0 General Purpose c5 5 Receptacle 52 0 General Purpose 5 Switch 37 0 General Purpose 5 Receptacle 1 0 50 amp Range 5 5 Paddle Fan 1 0 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 GFCI Circuit Breaker 1 0 15 amp Appliance seal 5 SArc Fault Circuit Interrupter 4 0 15 amp 5 5 Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. o �ncr��n�ntr r1rJ�rn�rJ yrs rP �n cJBn cfrn rJ3 W&r O O r�rJ�rJcnrJ�cnrri:.nrJ�r�cncncnr�r.PrJ'r�rJrJ'drercPrrr.P r.1�r�cnrJ'r?Pr1r.Pr�ctcnrJ�cn cnrJcr�rJ'rnr�rncnr�rJ'rJ'rJr�nrPcPrJ� c.nr�r�rlrJ� Co [e5D BY THIS CERTIFICATE OF COMPLIANCE THE � � 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 t5 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT 5 rCS� Upon the application of upon premises awned by 5 5 5 KC ANDERSON ELECTRIC A. JONES 5 P.O. BOX 16 330 CHOIS LANE 5 c5 MILLER PLACE, NY 11764-0016, EAST MARION, NY 11939 5 c� Located at 330 CHOIS LANE EAST MARION, NY 11939 Application Number: 2044274 Certificate Number: 5 2044274 5 ���.. Section: Block: Lot: Building Permit: 30746 BDC, ns11 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 �j promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 6th June,2005. 5 5 Name OTY Rate Ratine Circuit Type 5 Disconnect 1 0 60 amp Air Conditioner 5 Receptacle 8 0 GFCI 5 5 Service 1 Phase 3 W Service Rating 200 Amperes 5 5 5 Service Disconnect: 1 200 cb 5 Meters: 1 5 5 5 5 5 5 5 seal 5 2 of 2 5 r,7 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 �gUFFO[,�co �O s Town Hall,53095 Main Road Oy �� Fax(631)765-9502 P.O. Box 1179 �/Ol � Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: '� I Li, O Building Permit No. ,�b7 Owner: `f pp Gln OAAL1-�D(YL V6WS (Please print) Plumber: Me- -Cal- ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ` Q� lumbers Sign e) Sworn to before me this p ANNIE E. ESGRG day of �U»J-C_. , 20 d 5 Notary Public,State of New York No.01ES5078083 Qualified In Sulfolk County Commission Expires R1tizM 19. 2007 Notary Public, CU IVC_County FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30746 Z Date NOVEMBER 4 , 2004 Permission is hereby granted to : ALEXANDER JONES 330 CHOIS LA E MARION,NY for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AND FRONT PORCH AS APPLIED FOR at premises located at 330 CHOIS LA EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010 . 004 pursuant to application dated OCTOBER 25, 2004 and approved by the Building Inspector to expire on MAY 4 , 2006 . Fee $ 1, 533 . 00 Note : During construction , kindly acces / the proppeer�tyy via Gus Drive only . Authorized Signature ORIGINAL Rev. 5/8/02 Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Town of Southold Building Division Southold, NY October 27, 2005 RE: 330 Summit Lane, East Marion, NY Permit No. 30746 It is to the best of my knowledge, belief and professional judgment that the foundation, backfilling and damproofing have been installed according to the New York State Code. Respectfully yours, Robert James Higgins, AIA Robert James Higgins Architect, AIA t isf, i} 50 Hidden Acres Path - Wading River, NY 11792 �!�� 15 200 631-208-3351 I DEP ,.a .;, oeP ,.. r Town of Southold Building Division Southold, NY March 4, 2005 RE: Victorian ranch, Lot 18, Summit Estates Roberts Custom Homes Permit # 30746 Dear Inspector. On March 4, 2005, I made a site visit to the above house to inspect the installation and completion of the strapping. It is to the best of my knowledge, belief and professional judgement and based on the drawings, that the strapping installed in the field conforms to the New State Building Code and hereby approve the work installed. Respectfully yours, Robert James Higgins, AIA Cc.Roberts Custom Homes 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J1 LATION [ ] FRAMING [ cJ FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: t � DATE ILL) d INSPECTO 7654 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUG LOG. [ ] FOUNDATION 2ND [ ] IN LAT [ ] FRAMING [ FINA [ ] FIREP�E & CHIMNEY [ ] FIRES INSPECTION REM RKS: �� Awn _ `l' S DATE INSPECTOR 5-1y 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREPLACE C IMNEY [ ] FIRE SAFETY INSPECTION REMARKS: &7L, DATE INSPECTOR a 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � 7 DATE ` INSPECTOR r 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU LBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR �-�'7 lZr 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ J ROUGH PLBG. [ ],,F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK DATE 109 © INSPECTOR 30 iss-�802 INSPECTION [ ] FOUNDATION IST [,<ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ L-J�IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ee . ��e,a • ,�-�.a . 5 cis � S Al DATE � p� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ j FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ; S DATEI�1 INSPECTOR 30, 765.1802 BUILDING DEPT. INSPECT4N [ Pr OUNDATION 1 ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REM RKS: � � O T DATE INSPECTOR F 'v 36 7�1- 6e, 765.1802 BUILDING DEPT. INSPECTION Nv' FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 i DATE � INSPECTOR b vy _ 5 -7 _ /0, � TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB, LOT C�/1IOS Lc� �GI.Sf/"( Gr�C)YC �. ,Su rYllt� �af�rs -� c baa �o�es� ACR. a 7-7 REMARKS TYPE OF BLD. V u snnoy I`PQ I /� �e PROPIIS LAND IMP. (/(}j TOTAL DATE �25o O 6 � a� FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT I TOTAL ri �_ FOUNDATION _ 4 FOUNDATION(2ND) wm ROUGH FRAMING& �0 a wa wzlwl OR F PLUNWINGI11n 7 r—, u �FOAAWW R ma r!! INSULATION STATE ENERGY Coi�� wlwlr Fwj !� ic, , >� � _�5��1L�:�R_1 Ri� I...:�.�. ✓ 1.i� _ A D D M 0 N A L C 0 MIM E N T S rte._ - yool. ewe,I��i.._ • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHO�D, NY 11971 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval___ _ FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 30 ?V iz Check Septic Form N.Y.S.D.E.C. � � � Trustees Examined L-lYY,20ey Contact: Approved I III_,i� _,2099_ Mail to: Disapproved a/c Phone: Expiration--- �_,20C�C G' Building Inspector APPLICATION FOR BUILDING PERMIT 5 2004 Date /0 Z, CK , 201 _ 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 beery completed'-within'18 ntonths from such date.If no zoning amendments or other regulations affecting the property have been enacted is 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 Depart.--ent Lor the sna.ce of u Build g Pe m t p raa nt tJ � 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,hous code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signa re of applicany6rViiame,if a corporation) A m I r14 04//< r G V!gpsofappli�v jv����� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber ovbuilder &.ely r — C��dr/ Free erpUry ' �aL- Name of owner of premises (9,(J� {'y)QI� ejgL (As on the tax roll at latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. a �.�--(, Other Trade's License No. 1. Location of land on which proposed work }1 be done: & House Number Street Hamlet County County Tax Ma No. 1000 Section b Block Lot /0,04 Subdivision -U mm r -r 9<rAreg Filed Map No. 7 0 7k-iv- Lot i e (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy /✓f/� 3. Nature of work(check which applicable):New Building_ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost l N,) DUB . 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 A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 '� Rear •7 �• to Depth Height Number of Stories 9. Size of lot: Front�� / L, Rear , Depth L� 10. Date of Purchase Name of Former Owner Cd U L 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOA' "3. Will lot be re-graded? YES_NO, excess fill be removed from premises? YES_NOX _4. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) /)/1/[SS: UNTY �'Y� 4 C07= O being duly sworn, deposes and says that(s)he is the applicant (Name of inilividual signing contract)above named, (S)He is the e z� —� (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 maturer set forth in the application filed therewith. Sworn tgg,before me this day ofos� 0 1 Notary Public Signati#ofApplic t Claire L. Glow Notary Public, State of New York No. 01GL4879505 Qualified in Suffolk Cou Commission Expires Dec. 8,22P U - .13 Applicant/ Date. Owners Name:.. Ct , Reviewed: Architect/ Date Cngirteer: Submitted: SCTM #: District: 1,000 Section: _ 131ock: _ Project Subdivisio�l — location: .3 c t c-to t �j/j .---- _ Name: r Single&separate Required / cert (madon: (Yes I No) Req. 'Zoning District: Loi size: f�O 3 R� __-t D Actual: 3 I 11-0(coverage _(d�Prutxisrd -Req. YaReq. I ron� rd proposed: ide Yardosed:Prop `' I tRcar Yard�_ Proposed- Project ro sed- . I10 1 Project Description: N z A.GENCH ERMIIS Pew.' UIRED FSR REVIEW N.A. YMl�Iumber Suffolk County Health Dept. f -/y �ZI a v Now York State. D. E.C. / Town Thatees Town Zoning Board approval: Town Planning Board approval: , , Flood Plane Elevation??? Z Flood Zone: ?6 v f ~ Young & Young V� = ' AA� N 400 Ostrander Avenue, Riverhead, New York 11901 :oma �r 631-727-2303e Alden W. Young, P.E. & L.S. (1908-1994) dt� Howard W. Young, Land Surveyor ,P--t, Q ` Lot 6 Thomas C. Wolpert, Professional Engineer s„og Robert C. T¢st, Architect = \\ Subdivision - W E ° 930o "Summit Estates, Section 1” e p C� \ Suffolk County FileNo. 9426 / si1FFOLK h# �t a4i9�R aaa (Dwelling W/Public W(iter) PER=ff)R ArP11CVAL 0!7 Uif.'1_1AU TION FOR A ; E 31NCL6 FRK:LV =IDENLM ONLY m - s Lot 7 N 6990:5„ 96 N S DATE -t�� F--IF NO I d -c z"o �p Subdivision - LA APPROVED.--."-' 1d'i 'di ;ga "Summit Estates, Section 1" ,119 0 ,�. .n r� y0 �o FOP ,-J'.AA_..SUIM CF. _pOMi F a Suffolk County File No. 9426 �6 Lot 18 LA EXPIRES THREE 1r8ARS FROM DATE OF APPROVAL o " ` (Dwelling W/Public Water) ° Lot 19 o i Subdivision — SURVEYOR'S CERTIFICATION am=o \` "Summit Estates, Section 2" o^a (Vacant) • WE HEREBY CERTIFY TO GUSMAR REALTY CORP. & LOCATOR a MASPETH FEDERAL SAVINGS & LOANW= o. PRHGPOSCD& GOAASSOCIATION THAT THIS SURVEY WAS PREPARED IN \\ a SCK 4 ;S; oOW 6a 2L---" ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF `\ o 7 - 2191 PROFESSIONAL LAND SURVEYORS. ° \ - `'JB16.�B.o 1192 LA / \ J N A� O N X13- u-2.92 3<g: s u16.� 5529 m �- vv 1529 a i1 4 �$ o • __-------- HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 Lot 15 ^ `_`i✓' �� F\�� ut a 3?. C�Fr`: - yD`, `; $ s \ �q L=166.67 Subdivision - c 5 "Summit Estates, Section 2" <` .,�'4 SO KNOWN AS C w,, Lot 17 SURVEY FOR =W = (Vacant) ------------ Subdivision GUSMAR REALTY CORP* - "Summit Estates, Section 2" LOT 18 "SUMMIT/ ESTATES, SECT*N � m bO2g Lot 16 � (vaa°nU At East Marion, Town of Southold ' ' "g Suffolk County, New York d�<, Subdivision - I County Tax Map osael 1000 Secr.a 35 aroma 08 iac Ir04 A4r / "Summit Estates, Section 2" og (Vacant) NOTE BUILDING PERMIT SL�1 "o AREA = 33,400 SO. FT. g. 3 • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN �� THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, FDWG. 2002-0284-bp JULY 1, 2002 ga�� 2002 AS FILE N0. 10768, aQG • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929)pvu[r�r s[r ■ = uuNucMr rau"o A _ srac[ scr ♦= srucc rou"o 0284 BP ,gf 0 � � PLOT PLAN LOT 18 yQ� TP OF SUMMESTATES SECTION No. 2 ' FILE No. 10768 FILED MAY 21, 2002 SITUATED AT Q� EAST MARION TOWN OF SOUTHOLD og�tio�d�1b ti0T SUFFOLK COUNTY, NEW YORK p �5 S.C. TAX No. 1000-38-07-10.4 SCALE1" 0 �1�o��aM1M1 \ E OCTOBER 15, 2004 \ A5 / I R � ���E�f AREA = 33,398.35 'sq. ft. 0.767 ac. 1 O rn s V0� ats s O y NOTES �\ i. E AT10II5 ARE REFERENCED TO AN ASSUMED WTIRA LOT 18\ ��J URITINO ELEYAlI0M5 ARE 5110Wµ TH : 2. REFER TO FILED YAP FOR TEST HOLE DATA. 3. WNIWIY WPWTANK CAPACITIES FOR 4 91134OON MUSE M I,ODO GALLONS. 3$ \ 1 TANK: 6' LDNG, 4'-3" MIRE. 6'-7" DEEP _ 4 WWWY LIAOINW SYSTEM FOR 4 DEDRDON MU15E IS 300 aq M S HALL AREA 2 POOLS: 6' DEEP. 6' Ma. C SAA' PROPOSED EXPANRIol1 POTL V A� STOOP' wIDIV6ED LEACH POOL ®L/PIpFOSED 3F TANK '/i AIOUFAE t bPR•Af'E Q. 5. THE LOA I OF MOLLS GFSSPOOLS SIIOMN ACEFRAU)Dµ ARE FROM f 085EINATplNS AND/OR DATA ORTANED TROY OTHERS. 11 O p t0 POTRLH Z '� _ mtsw¢D w Inal�cE wm nc wKlu i I STNUNros TmE 6uMY5 m ESTA9BIET B!TIE LI NIT HER YORK S An LAN �nE rew mtt sort vw, oN q LO R' O`��' � S 6b5�p0 p,O�U� � ✓) p� �,� � - 1 !O PURLS x_166.66' �� ti b — NATER N.Y.S. Gc, No. 49668 SER �A IANIIIIKIPoZET.LLTEAATgN ON NIgl1TN ro TEAS 72M s n NT{ATKYI aF �TKm2 OF THF NEIY MOR( STATE Joe h A. COPIES OF TRS SURrEY WP NOT GFMII1a P 9�no LAM6 WT -4 TO C A TRa cam mm VNXI ITE DOPY. Ltd Surveyor OWY To T1 wpGTFT HEREON 91µL RM SmPIEp� FI OR�TO> I m I TI WYPNIT. OJVEAW AL NpY.Y AND rMP Survly5 - SSIAD.ai wax - 5k Plana - Ccvvbi Ra La,,W LENOM wSTTUn0N UmD NEliaX1, No / TrouIITN. TKM�igtT, Rw vuAac. PHONE (631)727-2090 Fax (631)727-1727 x THE EXISTENCE OF RIGH( OF WAYS OFFICES LOCATEDAi IELLJVO ADDRESS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT WNMNTEED. 322 ROANOKE AVENUE P.O. Box 1931 RNERHEAD, Ne. York 11901 KnerN . Ne. Yark 11901-0965 SURVEY OF LOT 18 YAP OF SUMMIT ESTATES SECTION No. 2 FILE No. 10766 FILED MAY 21, 2002 AUG I 2 201)5i SITUATED AT �C I L c 'd- f EAST MARION / TOWN OF SOUTHOLD t` ° ° � © SUFFOLK COUNTY, NEW YORK study 4 yD1 S.C. TAX No. 1000-38-07-10.4 J�11t P �drp gp�5 SCALE 1"=401 OCTOBER 15, 2004 JANUARY 18, 2005 FOUNDATION LOCATION JUNE 30, 2005 FINAL SURVEY AREA = 33,396.35 sq. ft. 0.767 ac. aj0 w 16t rn ,► y04 L�. r 0 f y \ LOT •$ \ \ g r uynob` a 71 `- y farr. . far 6y ..v -� 1 570ar FpAYf _ �J NW`4 A aARAUE 40 J f *J w 7 0 g�' \ •. �. N'°'d" OF NE w nc u. AND AIpIQm UCO A°OnIFD ,Q // � � "I n' \a � 5• cts akac �P�� A• 1 y0 a�aaaA�i siw nE mar mec surz u�o 03�. fay` q' x_166.66' \ r~ aY A \ • .. . \ _.____ _ N.Y.S. tic. Nafi8 . 6HB V \ M6�SW�iF&mAlm fDornox LANE _ m 6 rt�. 9TAm JAS nc�ivo�ws na vAt a Joseph A. Ingegno Land Surveyor aar ro THE rDld ran nM,1Y nE siw.cr a ,1EPAfla. Ab a Ms!)MlE m TI( _ pR[� n,aaaaortK Amor wn i,T1e Sungs — SrbalNerons — Ste .�ronn — comwction toywrt T IDOC'�M4mNCN Umlw w Me ,NnMx. Amen�A EMY PHONE (631)727-2M Fox (631)727-1727 y THE CIQSIQKE OE RkIMT of WAYS OFFS LOCATED AT hft-M AOOREW AND/OR EAS14TaOT R ANY, NOT A Sr10WM nC MDT aIAAnAN/EEa. 322 1 1 9} ROANA P.O. Box / t Rhp61EAp. Nn" York 11901 RrvarRwd. Ner Vvk 11901-0965 Q . _ �I I mit " 1liremifl�;in ' 2 '2f 16*01l and ure- C 0. Glazed oprallop In wind-borne debris regional (areas 22. Design Load Information: xdp4roM NrM , e n spacing 1. AN w w*shall configures to the 2042 Residential code of 10. No%ddftlsha be pined apWm The foundation wing S l N within hurricane)crone regions within one mile of the a. Ground snow load: 45 par --' th icor mire of _ Common gall} NEW YORK SPATE,Laical RPIWing,Zoning 8 The nand lint moot fnlnl"ll b in prom or brace Inundation coastal mean high water line when basic wind speed In b. Rooms other than f slee par and I lbou Ma 120(tpph) New York State Exergy Conservation Comirmtlm 1L Double joint$ =dparallel parllel paraiMw and under sleeping; LL-40 YI . 110 miles per hour or grater or 120 miles per hour,shall DL=10psf ROOF FRAMI)IG Cole. ALL CODES shall rmperaade drawings and shall wWWpoob.Double know,around all openings la Door meet the requirements Rhlter to top 014*(lo"ollod) 4"8d 4-0d per rafter req ASTM of the Imre missile teat of AS'1'hl c. Sleeping roohro: LL-JO parotid UL=lOpef Ceuta joist to top 000 litoe-aalled) 4-fid 4-8d per)olst be Incorporated iP10 drawings wlielbsr they an and roof DnimhTg. calling joists le peceioi rafter(face-visited) 7-18d 8.761 each lap Indicated on the plan or POG 12. Metal Dashing IMP be provWd were coeecule abuts E 1996 and of ASTM E 1886 referenced therein. e. Roof: LIr30pdral DL-10 Psf (8301.2.1.2) e. Roof with cathedral celiing LI,=30psf mead Calling jolsts$pit over podftlons(fade-Mall) I 7-lila 840d each Ip 2. The reference Standard that was A cored in the design of wood,and trap deco abut house JmMJI a. Exception: Wood structural panels with a UIr15 sf tl./4 Jol•t- -.,..%'t Collor tic to ro4or(face-mol) 3.8d 4.8d per tie the Hractule b me American Forest&Paper Association 13. Julius IMngen required at all Path structural land minimum Thickness of 7116 Inch and a maximum L Decks& exterior balconies: LL=60psf and D I Blocking 19 rafter(1oerRai) (AF&PA)wood ltamre contraction manual Aar one-and bsurhag conditions. span ors feel shall be x daps,Mnxr �� L N 2-Bal 2-0d each end �- D,/3 Joint- Rim Board to rafter(end nailed) 2-16d 2-16d each end pr I rndtled for opening UlrlOpef depth,Mnx x/s bolN - Rafters lofidge,volley.Or h (toe-nail 4.18d 4-16d per rafter two daily dwellings L995 high wind edllro(040-890- U. All 4aUltaUlo.r000e shall be provided with nggngnte protection. Panels shall be recut to cover file -� ) 7732 .TIUS MANUAL daft he Incorporated P P g. Guardrailswithout and rage: ls: LL=2faind ' ( I Uopth,mas. Y/o Joist Barters to dire,valley Irl hip(ince-ani 3-181 3-ibtl per mftef ) pbraled leloibs glasng 6fa mlalsuum of eY. of We Door stun of that glazed openings with Attachment hardware h. Allle wlehout storage: LIP10 pef and UL= lOpef � drawings whether they arc indicated on the place or not. roam,TIm TA dAmzA operable area(ventilation)shall be provided. Altopelea t shall be provWed as I. Attic with storage:LL=20psf and DL=10paf depth'Mpg. WALL FRAMING Top plate to top•plgle(Igeerhalled) 2.101 2.101 per fool 3. Written dinwnlan skull lake precedence over anted provided wt a mrlmum at4'JG Flrtme 3.20 1161 satin foci and rafter uelnidn11 bosni Bmi,tar � � � - dimensions. fUllaws; J. Seismic design cotegory C 18. All door amt window kedema to be 2-2x1'D umkss noted _ � Top platesgl'Ioleloeg0oae{faaq•nailed) 4-101 4•tOD JaliHseaoh sWe Table 161$9.1.4 k 3-second I ' stud to stud race-nall 2-16d 2�4ad 24"�ou center 4. The coatmvletor prior to slorT of cnralruedoa shalt verity otherxge. r lis l k wood mlvwoal t pawl, - /1 „ - ( ail jfjOat Panel open P L_ intra gran wind aped ata 120 mpg. CI,r Z Hander r header(fame-'geltarl) - 15d :16d 18"G.q. agog edges all dimension,existing,or raw sad be responsible dr lf. Ven1 dryer olr rahrhrr and bathroom einll have Fastener Panel spam Ptarrel name Panel epna Top'lid botbarputs to slid 2-1170 2-16d Per stud Deal DL W Bo4om ale to floor geed pis 2-181 2=led per toutconrms maahynieal aglQlstiun wkerc oo window b provided on Type nese Dud tam lhed Ica than/ Nn1e11 r paste ) gyp° 191' Jfkl 24"on manner S. by nth county ac 69,snubs.G be looneral eon arel t ling(a 17, m I f O 3p*rfiea separate saigati. Eqpt b 4' eglrni to 6' equal to 8' r�RGY N�7'ji. O t3uli-rep cgrllrraluds F+c Approved pa ottani whom me difiknnn k b - _ �I arta•, D0 and bepmq,2-Inoh las r @ 101 toeas1 bpentay lagrardreig Ile be 21h^06 wood 16" 12" 9" 1. The Architect cerliDes that to the but of his knowledge, z Buil-u btlera d.Fn. Nell doatt4gyer et'82 a1i'Oro s)to0'! a4atlom 1a1p "s' Add ata oar rigs:Twd,g ills At sachoial�antlateach splice respodhk fat All Insahtatlaas,malasW$,design,Hc. (Nichea):aJnidnram:IlaPdmr(Deam required on slaldaellh 6cmn or IOd belief and professional judgement,the drawings an ta W I ora.,xn.1 .- �. 6. All lbodpgs shall bar on vh'gd,undbrurbed mail with■ 2 or prom$toads.{R316.1) "Rib .t _ -pi mngne, FLOOR BRAMIN6 ' conrpllance to the-Q+C9cAeck report for the New Yorlr .T I '""�only I. minimam 6eaifing ngMaily of Was per square foot. ill. Smukgdarny Sladl lie provided In such minpeg room, 21/l ale wood 16" l6" 12" Slate Energy 7 (if 'f2sa n.I.a vopp.1 Joist to sill,tap plate or r(Toe-nolo 4-8d 4.ed perjolsl rgy Conservation Construction Code effective L �n1,w •"ui.saw .a/" 7. Pound la.Place coacmle Shea line an ultimate outside ofeaek windings shaping arca r the Immediate Scrawe Dbum.ane Bfldghng to)otal('f'4b ngl Z-0d 2•Btl each end Italy J,2002. O Blocking to jdnP(Toa.veip 2-ad 2-8d each end corrrpnesslve df mnglh at 28 days of 3080 poll except vicinity of the bedrooms and on each story of tbs . This liable ls based on a huaslomm wind speed(3-second got) 2. All IIVAC systema shall meet the NYS Energy Code.It Blocking to ail ortop plate(Toe-nail) 3-180 3-16d each block exposed stabs,prop dabs and steps Shalt be 3500 ped. dwelliog,Indndlag bssement end users.Agitans shall be arm 130 mph aad a 33-fool mean roof height. shall be the responsibility of the General Contractor to W P lin zi (� "o'•a'#•.' � Ledger strip to Beam(Face-nail) 3-16d 3-16d each joist 11,114 Cement@ shag conform to/he test ACI bhterconneded and hardwired to n eommercini source. . Fasteners ahmll be Installed m opposing ends of the wood � submit the Design and drawings of the mechanical Joist on ledger to beam (Toe-nail) 3-8d 3-8d per joist ( l i WIIENEVER an nilention,addition or conversion Is Standards. structord L Band Joist b Joi81(End-dd4 3-181 8.1tltl per fetal Mails. syatehns stamped and pealed by a professional engbwcr If W Bond Joist to sill of lop-plate (Toe-nal i 2-10d 2-181 per fool 8. Joist and Ramer Fmmtag lumber steals be DOUG-FIR 02 mmlo ta tee existing residence, the smoke delsellom . Where Screws an attached Io masonry/stucco,they°holt he required by the owner or building department. 01LL, or better, E-1.6i Fb=873 pal,repetitive member 1006 psi system of Ike entire residence MUST be broughl p to attached utilizing vibration resistance anchors having■ 3. All glans to be double Insulated with LOW-E glazing and 1 � ' FLOOR SHEATHING shalt be attached with afninimum of 8d common nails spaced at a maximum of B Inches on When and as studs to nabt wind loads Fir"1181 pal code,boo devised and Interconnected.(R317,1.1) minimum addmale withdraw capacity of 490 pounds. a U factor=.35 maximum. panel edges and 12 Inches on center In the Panel field. 9. Dependent with habitable spikes and every sleeping room 19. T'bs Architect @LW not be in charge or responsible for D rRThe allose Owner b reaponsiDle for attaching the plywood 4. All exterior loon (Incl. BneemenQ to be insulated with n Figure 8.26 11Uhd n6loNla11 rand horlug Iinlite Fs, follow have nt mu one clear o e emergency escape tee Its rpretnotion pMae c ion hawl",and for panels to The windows and doors der'IO W ROOF SHEATH G ATTACHMENT-,.CpUIREMB'NTS P g+stones. U=.JS maximum end racy Bahl be weather-stripped. Minimum mel akar opening of SJ sgwrc feet, hUcninkbq Ilse construction alrawiog, Building to CODE J xmmcnxwuummce Max mule hall spn'Ing for 8d Dammam nal Self-casing ensl fire rated doors rven required. \ 110(mph) 120 Onph) except grade Door openings to be minimum act clear mud observing the,gnoatily and quality or work being /1 Sheathing location' spacing st panel at Intermediate a panel at Intermediate penimg of 5.0 square feel.Maximum sill height to be 44 performed. The Architect shalt not have control over or �i v J TABLE R301.2(1) J . J j VZs f d e Edges supports Edges Suppods taches above Door.Minimum net clear opening height of charge efsad shaft mol be responsible for fhe CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I s B/� Imerlor z,bae 12"o.c, 24 itielma, it," man,mel akar opening wWlk to be 20 construction meals"openings, lechldques,and sequences GROUND- Yantl SEISMIC SUBJECT TO DAMAGE FROM Ice shlda �� - ' 111"o:c. 0" 12" 8' 12" aptpsmt .Inrbes. (ItJ10.1) T l'6px1 � e�' al'irocHhrree. . SNOW DESIGN Frost llm Winter untl.rlry- Y ...1.. L D RED• ph Oapp, cul Flard ...L. r 1 CATEGORY: Wulhedna depth Tomas' Dec. H ,0 W Perimeter Edge Zona 12"o c 0' ;12` 8" 8' � r nm n ul..d hoard. r • " 10 o c fl' B" B" 8" G 09-141.60 tea $ .o MeD M•O 11 Yr ! r"I G Far 31: I poun per sq not -U.U419 kN/m-, I mile per hour= L60 knob, co Q N �he(''9'"J� ' 1'IVALLSMEATHINGATfACHMhNTREOUIR�P_ENTS r sH'rvfq � ' ' Maximum malt aped-ills for80 mlion Halls - 110(mPIQ t20(mph) 11W x 20 gage 11/4-x 26 _� 1114•x,20 gage-Gl85 ' BaOa gniv. Slap with f-Bal n../ Sheathing location spacing E Penal atports Intermediate at Penal Sl intermediate Only. Shp with 1 -Bal � � Polito. Shop with 4 Od - Common nails in patch Edges supports Edges Supporta /� Common malls in each CommgP.nalls in each - SIM y7tol-J �? or e.nx IL/ - End @ 18'on carrier. / Interior Zone f 2'o,C. e' 12" 0' 12" End ® 18'on tenFC' End 18"inn cattier: // E"R ENLARGE ELEVATION OF 18 o.c, e^ 12^ e" 12' Oral over rafhYTild _ Or at each stud. lap 111!!!/// Of z Kr GnUd _ elrp rattler bottom of a, f BRA MG PANEL-NAIyING wap over saner wild _ lV1 IJF, RFC? �1 - STLO sill and nail. cc111115 ....w_ 4'Edpa Zone 12"o.c. 8" 12" 8" 12" 12 nail each side. �G.?h�Fl�e++ralxvxxlewr 16'D.C. 8' 12' r 6" NTS �Alnti �i / n 1 � eh.gean rHlla � ` V _ uokban.wii w 1. For roof art wall sheathing wllldn 4 reel of the Perimeter edge of the mos! Including 4 feel ran each sine SUa Y..x Woo,h sae„ _ of the tool peak,ilia 4-fool petlmeter edge zone attachment requirements strain be used. / 2, Positions for Asptudl shingiesslail be galvanized or stainless nail,abortion dr copper ranging nails, N AI V TV _ x julit mlun 12 doge smik with pilltnum 3/8 inch dhuncler baud. Tbafitswrers mall poncti die roof a - ��l2v-ole c r _- 1114" x 20 gage " - sheathing nd"comply with ASTM F 1667 I IJ AIL To aLGNI SILL - galy. Strap with le-8d 11/4'x20 gage rap cin_ cY - \_ 1YP ALAMLKW UQL1 Common nails In each Daly. Strop with tai-Bal mmrD'k ANOpT TF `udsoreoN EAU 1 $h-l- • IS" x 23'ac or 6/0'x 30"oc- End @ 16"on center. Common nails in eacheFiolT' + ' F Ininlnenm embedment of 7'vdllr om A-r r-n0d S- Qo End @ 16"on centerN alnoup rs2 ,M"2M=412 La,y-S m, f,� Wra over rafter and e -"' tp,nw yew 'typ.maP�a.•aril 3" x 3'eggere washer. I IMU 12" P Fr Ep.cN ST•+O WALL BRACING PANEL c.."+rf. off omnis and hold 4'to 12"off nail each side. Weep over rafter and t 1F11pI. ' Ci _ _ .b'"1M'rIL I1 N.+Y •nm�f - onch end of each sill plate. nail each side. \ 1 �� �• 'T Roof-to-Wall conn es�gl r� V Rafter to-Ride nnection ' ant' ver-oyer-Fo ndation Fcundation,Siil I to-wall nn tion 1 I~ 4 GQ I($ y R �'Sz _ No ceiling attached t t tat a Fhh JyN w <J __ g P QR DRQ Roof-to-Wall ones - .tion _ ` EXGOpj((7U": Ridge ntrpP are not require( , A'bwa�are IJA"- IAw 1AJ I. _ 1 Vohen collar the of umninal 2x41umker _ CFRTiFiCATInN 1.1f a 111111 ''"'"I""1 •ti CLILl 00 L -� , r ii - And of Dd upper pal of the attic ep}ce I •I:, i IN,(-, ,o _ 1 ?'7+"ro tivr+ And atleohed to each els of$ninon. 1 L4'x 20 gage G- '-- M U6.IJar L. _ r-f 2-V m m,P6-1 P 8'0 --� d� ncwwlrickJ. NS � 966 gGTswL "� win z•Vsse IAS e.igi Nail spot$end of collar De with 5-ed malls 186 poly. Shap with 6 � - -1 _ " v 11411, PA&d. I� -8d Common nails at = f.JA16 TO I Daly.Strpwilh -ad P n .^�nlr `!K JaOasr I ' ' ,a 1114'x 20 gage l J� '"( 18"on center wap ALL � , ,HASTE gaiv. Strap with S-Bid under sill and nail 6A,G1� e'f Common nails h,each 16"on center 8 . -_r, Uti=� NEED Common nails hl each opt ria SrJ r�r EPcll a � ) Ati1 SILL _ orz End ®T eo:eti s _. ES - G00 ?I J v a J tai TESI"u -,_ L,iE COVERING End @ 18'on center. 'Trig-I ill ��� ora Par za�H "t T7p. h+:Mat I�pTr^s-14 Cl � ' STJq _ ` i3"'( WALL BRACING PANEL - - . '-� taq Tun�w _ HAL OUTSIDE VIEW (rte L MEET THERE )I PREMENTS 0 HE _�lrFyn^I. paoJy _ .. Awaxrltawe 5%12 W9 (� f/ag E 7 �4ocKS p�yo� f NTS ( �- L� CODES OF ivt W YORK STAT . N - kJpurylDAF l4 Ilteoh. l, �} SCE �Pjo� E a j rye, taw pM1/�yu,41C I � O.G, NAIL Lj (�H1ZIf-I�'Td'2 6 F-LrL�ey'rS 4dAAt[0 -I I aa"- ;giaciD1Nrs•t � fLywpol0 p�l� eV• f°Al-IGI. r,Gt,p ._ Tori tai arart ora L-11`1 C1 1114'x 20 gage O D �TW^141 rj� I alv. Strap Will 6-8d 0 ANCY OR 4 Jc = I- NG12120I-ITgV b -1b �� _ �� = PLUMBER CERTIFICATION v2"m y •eo IMN t A�Zf No,lnrar. II V(sit4l LA L' 2.x e) f L Common nails In 9aeh - LEAD CONTENT BEFORE U slrc...Np�r{. rl✓•tlnt:r II '` End @16'oilcenter oK -C RTIFICATEOF li- q$ ear.uu _ r_i- 12^a-`arta$° 1 u w ooh 9?I Pf-r l-I bras 121 I _ UNLAWFUL OCCUPANCY WI Fi UT CERTIFICATE j� p G. O), SIMP� J r-1T51Z -I SQL DER USED IN WATER VA.Ta411s IoJ r- . 1.41TI kl IC 1 s `j SUPPLYSYS7ENICANNOT OF OCCUPANCY ik rh4v Inllftip L .LI> n:a-r aa. V P'IPJI / l' E.`oll Jc�lyJ, EXC'EED2110OF1%LEAD. �i'J .2gie1{IDP1 7><.. T - I-pCuQIJ'I' PLANVVAL_ t� i4rLwmdcp ;aw gWcl< Foundation-Sill plate-to-wallppnnection Canlileveroverfirstfloof Wall-to-Wallcon[lectiol� Wg1 RRAC:INC PANEL _ . CqM Jsf+• V �8''' '^'J A'0d (unDEAWRITERS CEATIRCAjj NOT PROCEED WITH NTS qNly r_ • 4 0i r l Al garage wileSURVEY NOTE: aq `c j° 1cob REQUIRED FOUNDATION LOCATION This DtrtaN also applies to the I �� ��� ( � f`�1 \ E�to 61 A&U6 0 FOUNDATION LOCATION +" d rAfso g'h a J�eJ °" APPROVED AS NOTED AS BEEN APPROVED. To the Wall tJetween the Garage y 'J> 11 ,.� = 'ra ` Gv rreyf 1't )/l� SToam ►�/arJ�l,. 1, r �1 } ^ I 1� A _ �' DATE: // Doors. poly "'f?Ae din rata i;LLpti Lf�11, J .f 1.., .At1 L^ �� K-V t���' 1LfIIv F- I�ir / � r/ fl l.. - FEE: S BY: 3o7�b yvr.�ac• '"l I � Vie I / - _ BY: Yn�p CK -_,-f I�W1 rOJ� Poplar �� r-R' NOTIFY BUILDING DEPARTMENT AT '�)'- Simpson PHD5 Hold- `2 �� 765-1802 8 AM TO 4 PM FOR THE 0 Down With 5/71• anchorbolt / r2efogex TP &&J „AL_ �o a ( FOLLOWING INSPECTIONS: And CNW COMpler nuts `�T;A i,'Y.JIA"N/-A'�i 000 t lank: PU2L11 t7E-TAIIL FOUNDATION - JNCTWO REQUIRED Attach to ahuis w141 12o Coin- = P Et. rf -r EJ G(L A "G� �� ` N UPLIFT CONNECTIONS ` Np2 INSULATION TION �JNCRiTE I 2. R��IGH - FRAMING 8 PLUMBING 14 BOB at b . Wogtl s� 8". ��L1 Ift f;r 1 C't-f ��7 l Sums detail ay not apply to title set of drawings r 3. msuLarloN erb-8� k xs4 cmtlhulprd (� 'C - 4. FINAL - CONSTRUCTION MUST = y •• .. .. foundaMgn pG garage walls, �!) Steel sur ; ASTM A65S Grads 33, sxcapt when w „ PrOvld@ at cOfne mhmM Urea•618'o.•. Tau ata Collins Jult 4 BE COMPLETE FOR C.O. > > > gr1d. ulidinij Jxan \, i i r O In C act with concrete use G-184 Galv. Strap. a ALL CONSTRUCTION SHALL MEET THE W a of C\ C\ collie suit Tnw• nforlopat)ona. ���\ /jl 2aod'finite \ -- - - - - -- - - S i i�d x2o (spytr REQUIREMENTSOFTHE t7. W r-LborZ o�ib C-r--I�r� 6 � � Upffft connecgon details on SCIi-I indicate uplift connections G,,N-W 5TA W W/ YORK STATE. NOT L�y� �-- ENDWALL'\ - - - - .l UI STS %� ' r To transfer uplift loads h tan the roof assembly to the foundation. DESIGN OR CAN Inner -p Inatsll it all bearing locglion in accordance with the details or 6 81 J/'J Ili ,v � , _� hlatall according to We WFCM Manual. I- A n ni- as mapgr,Nau.tar 10-0-C." / -- - - FILOCRING Tho uplift comnecttona for this structure was design under: 2"114^DlacN ttMl•4eeach BLOCKING--� ' ~ N < " ma••wean 4.aoq aur �• 5 _ 9'.o'I ca r ,' Exposure B category Z q 'Oa °c. sECTION.A-n inn li- iQqujnh 3-eseond goat wind speed W I �4 I � I� 6 .fit t5 �t aiow",ao Spent U'sli<1g {tar WFCM 199lS h1gH wind C-digon , LJ (32 p Yd DOPI►r NnH•el r^e:d.-^� 20 Pegs aenP --- _ -_ _._ - - - T r7�,J19 !,J eta .. „- pv'( ' �+ 'TE'�r21O 13 DAM GE PREVEN IO In hand �Strd• archlleet mol been . ave/Li �( tad err eomirug&o - - - D TOWN CODE. ran b profnl Including TYt~iO �4N AT r I f12. eslrat wla dna Imtl ' 1; OIC OL (l• �� er11t _ F. _ �I-Fr I"I f l J�•,I�' e7�)�STORM WATER RU so tan lila t t AT RUN adndalslm JN ataryeallura ata f l tare wall " _F83INT TO SECTION 45.100 ' ohmor'vlsg Ihr of (y and ' Mtsg' . 1n' li' fj,ftkhe i" n e'etlitwN f, h Floor brrttthe - - WN CODE. quantity of Ind work bring ' Perdrnuvl. i III• " i �pJ�ll P��w'� N pi°q4• y � I,�r 2yj ^1 �. JrJ(�Ir-Jagylfo V• V =2)Q01 N 00:1 a "fig AI l3q>< I I�al 10",44 6I,411 Il,' u 116; 11 -1!17 Framer to verify centerline 1L of en arl NST-, Qjrt4 La ''rltagt, r . . ayoutlAanprovdedbyOwner X71-IO,I 'J tV ' ►- 1 b ' or builder. Ojea�lo � 2 �v4fd2. d' � p is o, J PP i At�Clli nh av �/� I're- Fabricetednrelal 27GJo rL4C * LJ AI 140t, "I lire lace.Metal flue with 0' ; ','� ,rJ' FAi to exterior. Insist[to 9 µ� 0 dl '`9 code y0end provide heprth to Low hrw1► code toW061I co M s � 00 e4 z � 8yL `dry *a2s n Maa >a prwdf 3 ( f� ds'y .g'i LCL ItJg pass 4 I.1'�`7 p W O W a - ie ex i q ,a I 2q�.o� o t 111,169, s, >� 4 `s71 ,o 41ro A'.o �I-o a' 4"P Q is w y — 9'-Noot \(O, t4 al v,'' _ o' L I, Nr'iI y + _I T N 3p N o o 0 d W O t i 24`i5F I/Qll�;lt 1 !o I c n' �a RFI tii p tJ Inn N pdil�e.s &rc R Its ¢t . ,. M _ $x r a;l llv'o, �I° � h v Cr Q Ra M d G i,o', otl t Rin fell M y'ktlV�lf� (*)I-. p rp1'� -X QWL RIo4@ g Nt o ' '� 1" L 'r '.I, I IIdOp 4 0 L;,d �" 2i0 pll M lliqI 7 O Sia nr kv 1 q N. 11.1v Fjo ULLI �QJ4 x I "KiJ lov Gl W ^ \ — I O �� y2 - '_N ��� yl f tiN M I '1 '„I 3 -" N �^ % Hour fire rated door th I Q N IZ tp N �I O Z y 1170 vv FI.J ql� I ro t t' ro 6 ro self closure K "I — — p C fGco I K \ C x 9 WIMP I°yz G'rrf28 lost o a � g01 I ,a a t�°.I p" 202°xlv N e1" '0 ° t� Z8 `►' 2'2.'r'n � 1- �Jfi �'rf` = Nh r - s c 9 N o I i� 1 10,ot, N + a � Z8y'Z I,� lo ',gll la 1, ill � .II 5 _ w 2 w� m ry ,d SFS p ryrt� I ti HT ),'-E-TAILS \ W J v W n $ 2',L><fo ay Mh -I = < cai W w w JFR JI�I " 12p1L a ed �aRpQE- -� PeII O O N l] ¢ ¢ ¢ g" ✓Tr / o 3" vrr 11� rLp l L 4 Pypaum5wallboard oFire n wall$ t: B X M' gyp ' 0 ,M II and cdiling of garage as par. x J r�E'ri.11.S 4' o " o ovT code sections R702.1 and T�oPic,e,L- N 805.1. Werogerageabuts M 2 �'• !O RIZ t(orAG N x -1 for Q wallboagrd on giarage da8'fire d Z x 8 G1 t(o't�d h a } 4O Lo Porch details and strapping — , , C n — U 0 z i ( and I fire rated wallboard 2. '� ct$ arc.. $ )< \ w I 1 . 1 �9 W W� U o walls v 4"R WM W& it SII on opposite etre in �„ A accordance with codetareas.Insulate m1-7 common with heated 0QIQ IV Ik" 2u ax I� su 52t Mry i CoLPj'l �Iqa 69 IYt , m 7 q 3h I IFOAA Arc It /�/� y. Plans lm8cata D AX O:/� � � ��1� ,�e'.r �,��/,nom - W. 'j, y series/gg model numbers. �.}-- fjOJg: Unless noted , Provide LOIN-E glebe with HpJ 4I. Y1.1 g p xy is (� .,,� ' otherwise,center tcenteraball windows In ndpI � d0op pa �r'a rW p y�G'� �j�G'( I �„ rooms, cemer above fixtures, of '40 Mild DP uggnalli kk and hod ta'oR comers. a ® f1 /aa "® `• BgtsdllWotpplpallj'upeh -r r +' I $-SmokeDatedofwe Code. Ail - C-Carbon Monoxide Detector (� Re%M gen.notett$ - lveodAckehdebtllvMao- ssniflirs. 44 INN �I GU 4.; vo 80 01 L e r-T L (hJ �► tW 1 1 TYPICAL ROOF c18esA;ApphmRQWShingles Whhcc f0s*rd lspW vhlnplea iN R••✓ Installed persooton Re05.2 \ ion A wderwald*code - sebtlon R6105.2.7j; t5 to undedsy!nerd felt Framing per plan with W, 9*0r1or Grade Plywood 6heethinp ase fastener 1p acheduNonGmvinO'1• rR• �r \ I iy ��� �J ' TYPICAL SOFFl ._T -� It e•0veman0e-typical,6•,Waad _ FAWs 3 V woodfake boards, Fulf"' a boards cover In alum (@„300• L- �' l— (oplt6nap Vented Vlrryl,sdnL i ���i'� RalleruplMaonnedlbrrsaQ - ""�,•-'.L.y � IJeAIUN•IocaHtlr+tlaee'dw6-r 40 �. 0 dahbduh,Tyree wod.�wnPbr - - ` n equd,lrptylwwpW:eklitp, - . r�l�vwhe- 'founda0omt0mm&r4or'uWiRFJ ls,�rw6, connection d�U,b9adtrpwAlis Refer to drowirq.,i for ddaile. .y� lir Qn0woo 1 ard�H IK.r 13 TYPICAL FLOOR r+rl •' wails ddaNlGps Grilses wild 9C pywood sub godr,.Glued and wderp"t"bd in bNu.ogs nkic a pot feeteper cheduie �-+I bod"p fob `� piI I�' �� TYPICALFOUNO,ILTION OONSTRU&TI614 e*poured concre t"11 on 11 to x s•Concrete wail footing, o (septan 22 Q yl I D RdQq.211=1allfphd0s r� t r Orb SROM asp 'garb le Shield, ' " � , 1 I �1r�► I 1Z,G.n/�_'1CZ__ Jam•-i+-�/�.T 1_o I� AnditrBolgt as par founcalton d hold rnop Iltarrapollmedio siddl onsd alt beadnp wa8s-Sep dw0,i INkULATION SCMEoULE iZl� Rm30 V 'Yfhtlkrp M9pi II �, y - 13 o �I fla9rsCdhllb+ilNq ) R�9dN �1 Plogr(ou�aldsald Re3q " VPxB R=1o' ' Doo U0.410 I I Z ��I rii Z INTERIOR WALLFINSM k Provide%*Gypwffi Wall Board .1 i.`.�� ^-- --- - -� paaprnOrda i'unroas noted, i Moisture resistance%,Gypsum 4 r D Lr , Board In�,end fire1 �e Fp eV� Co" S�F s�IA // I � resislard aypeum board s por CPO �h U w z Ra�P ILIC✓ a U) LU m w fnZ_ � a > � Lu Ir 0 � 4 - g �z /�� i 3rn 9.404e. vE--�JT axe' . 4�►,: r<1v� _ rzW k.•�U Q+cnre - L�1 TGco , S/4XV 1811 21efa„ (1. fib'/ Au �p;4M hl,aa ? � 1�f/ " ? 4j1,O1) Wto if d IIo 11"01 ";(P" e>I CA r1�'ip11 10 gWBGHIDECK 4•cone.'slab Installed In •x 24•poured pier looting s000rdancdtih S wanam,RISK virgin sell for covered porche Provide bdhighrp as per code or 12'cone. Pier for decks,4 28)1 2 B 1"1 lypleal all span!• treated post-See detall on drawing-1 for details and strapping-upltit connections. Q 1 o 4 04 1 �J 2 p 1 � Z11 �.di' Pj Gil r 1 d n r01 9 -3 ; 1 to MECcheck Compliance Report 13 New York State Energy Conservation CoeetraeHott Code ` LO MECcheck Software Version 3.3 Release Is h .. 2x bi tion Dtlam w Nler lag _ PovidFriq Raurl4}ypawn h Data filename:A:4mergyeodes\woodlridge-4-br noub.colr. ..� W111 BPard abOYa NM ILI'rYro btD W,M calmer with bolls \ i1" �" A124'ofl be/Aar wti0 taco k 7 u 7s,New York State Code or use-?x2'ledger board. 1 X . TITLE:wroodbddge-4•br•rmcb , � , � .� � � � d -a COUNTY.-Su6blk -- •V -OILY g^ I, TY'R Al4lIltKT -nl- �1 j STAT'ErNew York t x z4"x 24"x12"think poured A to.RDM 57N X CONSTRUCTION TYPE:Detached 1'or 2 Family 0 1011 1 Diameter font!c l 3" a HEATING TYPE:Non•Electrio x M q Diameter st�01 Column. DATE:02/11/03 V 11��II 11���11 V II'�11 �1"Or' 1 O lip COMPLIANCE:Passes 1 a U- MudmumUA=461 r $z IV Will Your Home-446 ' 3.3%Beltet Than Code �. Gross Arora Cavity Cont. orDoor ' 7 I I -7 slltisln R-Value R Value U-Furter JA " ' U IL h CedingI: Flat CeilingorScl or Truss 600 30.0 0.0 26 N. ----- - N 10 `m r't� Ceilin2:Collie"Ceiling(no attic) 1500 30.0 0.0 51 = 1- 3' 1 0 --,III 1 I u' O W W Wall 1:Wood'Frome, 1'6"O.C. 2250 13.0 0.0 150 _ Window l: Wood Fnme,Double Pepe with l.o}v-E 360 - 0.340 129 O 1 1: Solid - N N _ Door Solid 42 0.400 17 � r�X� - Floor 1:All-Woad JoisVfnns,Over Unconditioned Space 2150 30.0 0.6 71 -Q �v �JNEXGAVATRfJ7 V y I, 6N 4" poured concrete slab with COMPLIANCE STATEMENT: The proposed building represented in this docume�x is consistent with the _ 1 ^�j r� - - 6x6 10/10 W WK on 0 r ddlding plus,spapificatlons,end other calculations submitted with this permit oplA stion. The proposed systems 6J ��� U 'cone. abbidalled In S love beer designed to meet the New York State Energy Conservation Poesou"!lin Code requirements, Wben■ - 1 accordance with SeeWm R506, compacted gnttuler BII. ` O Registered Desi .Professional hoe stumped and signed thio N 2x6 or 2x10 sea nslleir I _r Pitch slab Y."/ft gar doors - ph page,they and seaming that b the beer afhidker Q Q Provide bdll6ing as per code Imrnvled6a belief;and Professional judgment,such plsns or specifications are in cemplienca with this Code. r -1 Jr = typical all spans. bolt to fame with 14"bolts Drop top of concrete as �O '� N N N At 16"on center with two required at garage doors Via�J Eft FOUIrDAT1ON 14 Or use 2x21adgc board. Q Built In accordance with ahaplbr _ - e o a N il 4 W klre York Stele Code. . 2 - e•pound concrete wan on 16'x t'Concrete well losing, N 9 0 11 , exterior Damproolhhp,2-2x6 �- X `O - $ z treated at6 plates, Sig aeel, N � `JVC =�- 5�^` I v I 1( g t �1 t;; � ; Terrain Shield.At foundation 2. 2% I I ' O v 2 86 U �( ¢ a > > > > walla to extend to virgin soli and - - - — N ❑ h ❑ rr be full Might wells or construct ;� Q �\ U w w w w map footings as par code 1013 _ R403.1.5 —_ _ ` N M _ TYPICAL ANCHOk BOLT 1 story: S' 46'on center 2 story: SS' Q 23•on center- "v M O F Impson PHD5 Hold-downs �, a Q' i with 516'anchor and 14 SDS 1/. > miMmum embedment of T 24"x24"poured concrete an x 3 wootl screws. Provide at - V w z with 3'x 3'square washer. ftwling down to virgin soil. � LU , comers of garage wells entl O w Hold 1Y off comer and hold 'q X,4' CCA post and Osla door and et building comers In z a >_ post see Foundation plan end W LU = w O n 4-to 12'off each end of each stsecured to 0o e. z a m - dl plate Upwstrap cytyEyF�,q n a drawing-1 for details. CO o cotlAacbene at a0•beadng (' V g ? N aids•Sea draering-1Kit - _ °a 11 1 11 r m oil "� O ql� �1i7,n �j .0 9jiLf AI�`OII � �711 �� 811 2��rh fp-1 11 Q ?jl r i d oil ®4.� lm4b 23-r Sha v,,.n , ? J, 1/4i ,I1^a �a ���RT