Loading...
HomeMy WebLinkAbout30967-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31226 Date: 10/17/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 325 SUMMIT LA. EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Nap No. 473889 Section 35 Block 8 Lot 5.23 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 11, 2005 pursuant to which Building Permit No. 30967-Z dated FEBRUARY 18, 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 TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to ALEXANDRA JONES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0010 10/03/05 ELECTRICAL CERTIFICATE NO. 6517 09/23/05 PLUMBERS CERTIFICATION DATED 05/11/05 HI-TECH PLUMB.&HEATING Au or' ed ignatu Rev. 1/81 Form No.6 3]„ c,cksmA TOWN GDE BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 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$15.00 / New Construction: )/ Old or Pre-existing Building: Date. Q(check one) _ / Location of Property: �CJ Y� 1 L a>� � � � Y/O/V -IIouse No. Street Hamlet Owner or Owners of Property: ( 22�r/DY-q J O/ -p c' Suffolk County Tax Map No 1000, Section Block a© 02 Lot 00 5—• dZ Subdivision ! Filed Map. Lot: _O Permit No. �J Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: 'equest for: Temporary Certificate Final Certificate: (check one) Submitted: $ Applic Signature Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches,New York 11934 • Tel:631-878-3500 • Fax: 631-878-3764 Application: 6517 Date: 923 05 Issued to: Summit Estates Address: Lot#15 Summit Lane Village: Southold By: DeLane Electric was examined and approved up to the above date and was in compliance with the NEC Altic❑x 1stRcorffl Rio Pool DotGwe Baserttent❑x 2nd floor 91 Canterdei Hot Tub AdMon Switches Receptacles Fixtures G.F.I. Microwave Smoke Detectors 43 64 32 6 1 7 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 1-paddle fan 1 1 1 gas 1 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers 1 yes 2 1 Meter Amps Phase Motors 1 1200A UG I 1 Other Equipment: 2-Zone A/C ut,Res ✓l�issaroflu�o(k�'U,ctrirv6.�i�s76ra�Gam, This certificate must not be altered in any manner Town Hall,53095 Main Road y' Z Fax (516)765-1823 P. O. Box 1179 0 , Telephone(516)765-1802 Southold, New York 11971 y�-1 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: S 11 OS Building Permit No. 3096 7 Owner: P a (Please ri t) 11414ECH PLUMBING&HEATING ENT INC. Plumber: Via s mIreiovi— 700 MAIN RD. (please print) RNMEAD.NY 11901 L 831.722-We I certify that the solder used in the water supply system contains less than 2/10 of 18 lead. (P1 mb Signature) Sworn to before me this day of 1-99 Notary Public, County 1 Mei 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. 30967 Z Date FEBRUARY 18, 2005 Permission is hereby granted to: GUSMAR (A. JONES) 325 SUMMIT LA E MARION,NY for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 325 SUMMIT LA. EAST MARION County Tax Map No. 473889 Section 035 Block 0008 Lot No. 005 . 023 pursuant to application dated FEBRUARY 11, 2005 and approved by the Building Inspector to expire on AUGUST 18, 2006 . Fee $ 1 , 326 . 90 Authorized Signature ORIGINAL Rev. 5/8/02 Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 6 2005 Town of Southold Building Division v " Southold, NY �- June 29, 2005 RE: LOT 15 3 ;6`7 Summit Estates East Marion, NY Dear Inspector. I have reviewed the following items concerning the framing for the above residence and I hereby approve the following changes made in the field. '/1. I approve the Change in direction of the 3.5" x 12" LVL Girder in the garage and I hereby approve the use of an Anthony Power Beam in lieu of a Micro-lam girder for the same. 2. I hereby approve the addition of the flush 5.25"x 9.5"Anthony Power Beam in the ceiling of the first floor running left to right starting from the Living Room wall to the rear garage wall. The Beam is posted at all perpendicular walls and blocked solid to the basement girder and all floor joists are secured to beam with joists hangers. 3. The notched girder located in the basement along the rear bay jog shall be supported at each end with 2-2x6 double stud. 4. Add a 3" diameter steel column to each end of the girder against the concrete foundation to support the notched beam. Respectfully yours, Robert James Higgins, AIA Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Town of Southold Building Division Southold, NY October 7, 2005 RE: Proposed New Home for Lot 15, Summit Estates Permit # 30967 Dear Inspector. The Series 400 Tilt Wash Andersen Windows as specified on the Plans are the Windows installed in Lot 15, of Summit Estates. t. Re pectfully yours, Robert James Higgins, AIA --- (/ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I N [ ] FRAMING / STRAPPING [ FIN L [ ] FIREPLACE $ CHIMNEY [ ] FIR SAFE NSPECTION REMARKS: ` DATE �m 0 INSPECTOR ho��OF WIN o 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: NL� DATE / _ INSPECTOR �� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ <ROUGH PLB . [ J F0JNDATION D [ ] INSULATION [ FRAMING / FINAL [ --rll'REPLACE A CHIM Y� FIRE SAFETY INSPECTION REMARKS: � u 1 - 0.�1S -�-An DATE d INSPECTOR 7� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [✓]F AMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ave ANSPECTOR oe 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] "UNDATION 2ND [ ] INSULATION [ ✓)/FRAMING [ ] FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION EMARKS: �C, DATE INSPECTOR / 765.1802 BUILDING DEPT. INSPECTION glolFNDATION 1ST [ ] ROUGH PLBG. NDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G DATE �� INSPECTOR 3 <0 7( 7,27- 765.1802 BUILDING DEPT. INSPECTION [ ] FO ATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: zz DATE 13Z INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FO ATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: Nom_ DATE INSPECTOR 765.1802 BUILDING DEPT. 1 PECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [Q ] FIRE SAFETY INSPECTION ' REMARKS: 42 c_ DATE ® � INSPECTO I IX1 • • 1 • A FOUNDATION • AV 4 ------------------------------------- FOUNDATION(2ND) mull ROUGH 1PLUMBINGINSULATION PER N.Y. -STATE ENERGY CODE � 4 00, EVA ' A _ ar. r 11 • � • Wa: I i 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followingbefore applying? TOWN HALL Board of Health ✓� SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Bo approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 30 I b 7 �i Check Septic Form, N.Y.S.D.E.C. Trustees Examined ) ,20.0.r Contact: 3/ ,5����1 t Approved �/I ,20 r' Mai�lto: (O Sg)q /�I� 64- Disapproved a/c o�1 i ts&ra-r.) Phone:lt j (P-73-0-72-0' Expiration ,20D Building Inspector FEB 4 41 APPLICATION FOR BUILDING PERMIT Date 20 _. - - ---- ' 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 n 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 regulation and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur of applicant p6 na e,if a corporation) 3 CT (Mailin ddress of ap ligand) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder rp--> Name of owner of premises &ExArQ �rla �.J OhI65' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of lend on whichroposed work will be done: �^ ,yJ 4d T tt 45' .y rn rn rT L-oW e— C +0- 144rt oAl House Number Street Hamlet County Tax Ma No. 1000 Section Lot =2.3 -5 Subdivision T E�r, 7 a Yiledth+lap)W. Lot 2. State existing use anoccupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use ,,id occupancy 3. Nature of work(cheek which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ A( 0,6,90 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 2 6. If business, commerc:rl 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 sari:; structure with alterations or additions: Front Rear Depth Height Number of Stories &. Dimensions of entire new construction: Front 6 7. r Rear Depth Height Number of Stories_ 9. Size of lot: Front Rear \ Depth y� 10. Date of Purchase Name of Former Owner S49S 0:1" 6046-T!;/ f 11. Zone or use district i which premises are situated7,Z*L 12. Does proposed cons'.:action violate any zoning law, ordinance or regulation?YES_NOX 13. Will lot be re-gradea? YES�[[NO)LWill excess fill be removed from premises? YES_NO� 14.Names of Owner of;: emises �`tPk4wrddress 361"Qcsa14 0 Phone No. G3! L972,a Name of Architect Address T u,v -57A /'/Z W7J0phone No Name of Contractor Address Phone No. 15 a. Is this property wi::::n 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 wi h.n 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PER-aITS MAY BE REQUIRED. 16. Provide survey, to sc: ie,with accurate foundation plan and distances to property lines. 17. If elevation at any pc int on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF`� being duly sworn,deposes and says that(s)he is the applicant (Name of individual.,':ming contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,a'.d is duly authorized to perform or have performed the said work and to make and file this application; that all statements contain..-in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner s-,t forth in the application filed therewith. Sworn t9 before me this i day of - _ 20 D� — � I NotaryPr, tic Si tore of Appli ant _ , Notary iewi„rk •'�®' '` h N6�ft*0Ac• YO& My Commu mon Exp,, M' C G BU1 L D 1- `{ \J4�4M1— iE .l_.a YY Applicant/ Owners Name:... Architect/ Qate Engineer:. Submitted: — SCTM #: District: 1.000 Section: 3,' 5 131ock: Lot: Project �,�/ Subdivisi 11 _ Location: 6�_t. L S .4,� Name: b i r Sink&: separate Required " certification: (Yes f Nol L�-- Raq. !_cNting Dislrici:t�t't" (l,ol size: -d4o ,"D Aclual: 3d, (Lot coverage Prupus�' RCA O 1 Rte; ! �'I Req. P ' (!'root Pard � Proposed:�-1' [Side Yard 3S Proposed: [Rear Yard 1'rotmrdL1,-- Project Description: AGENCWERM U Permit . PXQUTRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. ✓ JOIE Now York State. D.E.C. Town Trustees / Town Zoning Board approval: ✓ Town Planning Board approval: Flood Plane Elevation??? Flood Zone: cv, r . Town Of Southold •. P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/11/05 Receipt#: 748 Transaction(s): Reference Subtotal 1 1 Septic Permit-Construct- Resid. 3436 $10.00 Check#: 748 Total Paid: $10.00 l Name: Jones,Alexandra ���� 3� L.aCKSrA tT r K U NTioercmji a�'i`I��►I�(� Clerk ID: LBOHN,. `� �"'� Internal ID:3436 s PLOT PLAN OF .1 �. LOT 15 OLIO COUNTY DEPARTMENT OF IWAL1H SERv1C8S �2 1r. MAP OF -glyygpgAPPROVAL( t►CONifiT3tlICONFORA ���'� SUMMIT ESTATES ;: GLE FF+I'AlL It RTnriIDENC"d ONLY p � /j _ S 0768 F"T No. 2 1 b- a S'- 00 /D ,10O ` V-' FILE No. 10768 FILED MAY 21, 2002 � HS RE NO SITUATED I ROVE f� m EAST MARION f TOWN OF SOUTHOLD 6Es'RCX3titS 4;° ,p '0O� FOR b1aXIhiUN1 OF. - (�A OVAL ,�4 �Pti4y� SUFFOLK COUNTY, NEW YORK MESThiCE,�YEARSFROMI)A1EOi . R S.C. TAX No. 1000-35-08-5.23 SCALE 1 23, ,6 4 DECEMBER, 23, 20044 /V /ii • A Y � AREA = 30,000.00 sq. ft. �, e . k ♦ e�. 0.689 cc. 0s, ArOTE1. REFER TO FILED MAP FOR TEST HOLE DATA. 2. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK: S' LONG, 4'-3" WIDE. 6'-7" DEEP 6 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq N SIDEWALL AREA. 2 POOL, 6' DEEP, S' d1o. PROPOSED EXPANSION POOL �y O •o � S• (yry 4 ®PROPOSED LEACHING POOL A ®PROPOSED SEPTIC TANK Y LOT 9t A, a`Aoo '?p�c�o r0•. PREPARED IN ACCORDANCE WITH THE MINIMUM i:!4 03,40 - STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 9 O BY THE LI.A 5. AND APPROVED AND ADOPTED ....� FOR SUCM E BY THE NEW YORK STATE LAND 4 TITLE v° SOF w y V Ecoo��N A cF p9 --4 S D�ZI N.Y.S. Lic. No. 49668 UNAUTHORIZED ALTERATION OR ADDITIONTo THIS SURVEY — 'T Z. `Z A VIOLATION Of SEEOUfI.7�lON20B OFISTHE NEW YORK TATE Jose h A. Inge no r7 �-� COPES OF THIS SURVEY I MAP NOT BEARING Land Surveyor THE SEED SURVEYORS INKED SEAL OR SI 7�y O TO E A SEAL RUE NOT CONSIDERED y tN TO BE A VALID TRUE COPY. -- `�`'N CERTIFICATIONS INDICATED HEREON SHALL RUN .. C3S�PREPARED. ANMD Y TO THE PON N HIS BEHALF TO THFOR WHOM THE SURVEY n/ TITLE COMPANY, GOVERNMENTAL AGENCY AND Titk Surveys — Subdivisions — Site Plans — Construction Layout Y LENDING INSTITUTION LISTED HEREON. AND Cl) To THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 J, TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFlCES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. s SURVEY OF �s LOT 15 "?Ir . MAP OF SUMMIT ESTATES SECTION No. 2 7I� �•Ot du �� ,`Q�O � FILE No. 10768 FILED MAY 21, 2002 FF py A, r SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK L0� \ O �` `�'� <<J S.C. TAX No. 1000-35-08-5.23 SCALE 1"=30' DECEMBER 23, 2004 \� MARCH 24, 2005 FOUNDATION LOCATION AREA = 30,000.00 sq. ft. 0.689 ac. 0 o�h SNro v 9ro ry .0 N LOT 15 ul s. A� I 1, 4e.d0 L Cr��l� PREPARED IN ACCORDANCE WITH THE MINIMUM t0 STANDARDS FOR TTIU SURVEYS AS ESTABLISHED BY THE LI.ALS. AND APPROVED AND ADOPTED O IF F SUCH USE 9Y THE NEW YORK STATE LAND ASSOCIATION. Of FaV coQ �ytP 4 b J� N.Y.S. Lic. No. 49668 RR "Z TO T ZEDUTHORIALTERATION IISSAA VIOLATION OF I. O EDUCA NTION2LAAWQ THE NEW YORK STALE Joseph A. tngegno COMES ING- THE LAND THIS �L S NW SEAL OR o TOED TRUE BE CONSIDERED Lid Surveyor CERTIFICATIONS INDICATED HEREON SKILL RUN I' C3 IISPREPPA1�Y TO �D, POISON �BEHALF TWHOM o THE I U i N TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout ` LENDNG PISRTUDON LISTED HEREON, AND iii 3 1 2!. THE ASSIGNEIES TO ATHE imL°W IRSTI.,FERAaLE. PHONE (631)727-2090 Fox (631)727-1727 IONDEP'. OFFICES LOCATED AT MAILING ADDRESS To `AIN F SOuTHO_D THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 ANO/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF LOT 15 t d�c2;�S1 MAP OF SUMMIT ESTATES F , O�O ,SECTION NO 2 11 ° FILE No. 10768 FILED MAY 21, 2002 SITUATED AT ac9C EAST MARION --CO 16 TOWN OF SOUTHOLD Vo y� {> �'�� O SUFFOLK COUNTY, NEW YORK �J �' `� ''r��?, s'P `�i• S.C. TAX No. 1000-35-08-5.23 SCALE 1 "=30' V DECEMBER z3, 2 LI 4 . MARCH 24, 005 O,NOATION L0IATI11N SFFTFMBER 8, 2005 FINAL SJRVU AREA = 30,000.00 sq. it. 43, 0.689 ac. 54`- r SSC yG fl CERTIFIED- T0. •O S`f,O,R `o sit, , ' ---- _ KOMAS ARONIS HARRIET ARONIS \z CITIBANK U G�f s p' o SUFFOLK CJvAdP.r C�PARTg L_Avr i u o LAS N � p• \ Y / WOOD STEPS c 's. NOoo v It- _ cF Date T 0 3 2005 t y m. a ys�o Jaz The Set.ag_d--, tnsoected P"yWc r 1- c�; LOT (15) be sa6staacry FORA 1 4 oe 4-7 .,. _. WaltcrJ fes ;"—� P\ Oft o; r r IPEPAREO�r l(,4f OA i-AentTHE MINIMUM URVFYS AS F;TABLISHFG BY HE 1A L AND A R SUCH USE B" THE NEW fORK STATF IANO '- OF Ftv ASSOCIATION fiP O T * �0 c qR X14 SVS' NY Imol '_ 49t,,e TO __. --.._._ _-_. �.L.y.2• UNAUTHORIZED ALTERATION OR ADDITION [.5 ti THIS SURVEY ISA VIOLATION OF Jo eph A. inge6no 9 Gj 0 SECTION 7209 OF THF NEW YORK `.TATE q fDVCATION LAW. COPIES 1) URVTHIS SURVEY MAP NOT BEARING � � Surveyor THE LANO SURVEYOR'S INKED SEAL OR E 7 9�`"N O EMBOSSED SEAL SHALL NOT BE CONSIDERED .h0) TO BE A VALID TRUE COPY - --- —- - --- ---- CERTIFICATIONS INDICATED HEREON SHALL RUN �0 h ONLY TO THE PERSON FOR WHOM THE SURVEY Q IS PREPARED. AND ON HIS BEHALF TO THE Title Suwe s - Subdivisions - Site Flans - Construction Layout •� 2p� TITLE COMPANY, GOVERNMENTAL AGENCY AND y y l LENDING INSTITUTION LISTED HEREON, AND !� A6yP TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. - l (831)727-1727 OFFICES LOCATED At MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKF AWME P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD. New York 11901 Riverhead, New York 11901-()965 ANY, NOT SHOWN ARE NOT GUARANTEED. Ry au JT,Z 12 --I " VTR I I j " 2V -� FHH =X rel _ El l y,�o �%•v' '1r3 =1.r1= i�� :ry Nr, � �L 1 PaY+-«I ' Iy1XUYrh�fIIII11IIIIIr II 'I - �° - II'/=Y- Ztl- -- F-• i - •�, A,I^ :' ...- -- - -- - - -- Q a" - ? _._ _ _. `T �V W� A° 1 3 •� J 1� f1 I'JEr�Pclli fzv ^�-f2tGY..E_ HJT TYPICAL ROOF GTg1- Class A,Asphalt Roof Shingles x fasteners er shingles installed per section R905.2 F- ,� Ice&watershled per code / li _�L UM13fR/lz: R /: 51ox .. - eevAlon R905.2.7.1 -� 151b undedayment felt Framing par plan 2,,4 ^T I� 'lac 12 nn xisdorG(��flood TYPICAL SOFFIT - 5'Overhangs-typical J g e•Wood Fascia a S•wood rake (— boards, Full Frieze boards•cover j l In alum (optional)Vented Vinyl Soffit. Railer uplift connections at all Bearing locations,iez 44' • 6' TYPICAL EXTERIOR WALL .00 2 z 4 Wood Slutls® 15'onPIL Cf center,Double Top Plate, Single ��o �•'' H ' sole plate,%'Exterior grade Lel. _ II`�I �2Ary'0� Plywood Sheathing-see fastener schedule.y] or House Wrap or ,,n lllulll equal, Vinyl or mod siding, yr Fiefh I�JI�I I� founectionatall learingwalls- Refer all - -.___ - ___ - -- ._ __ __ . ,.'• J` connection at bearing walls I 11 Relerto drawing-1 for details TYPICAL FLOOR ' ed as p sub poor,glued end nailed - - ' nailed as per fastener schedule • Floor joists per plan 10 T me a Jr-� Bridging per code-on spans VI I b"e` 5 r TYPICAL FOUNDATION CONSTRUCTION 5'poured concrete wall on -=t 15•x 5'Concrole wall fooling, Exterior Damproo0ng (section I/ G R105), 2-2x 6-treated Bill plates - v.. F T and Sill seal,Termite Shield, Anchor Sofa as per foundation /url Jeb drawing-hod 12'ort comers av max. Uplift strap e all bearing walle s Seedwgn at 1 12 INSULATION SCHEDULE \\\{V\I Flat calling R=30 n It O Vaulted coping R-19 I`'1`I 2 bi0a FloorFloor(utsde W4 nheated ace) R=19 IVL I. vu _ Wells 2x1 R=13 1 Wells 2xa R=19 0 All gazing U=.35 ' _T Door-solid - U=.10 tQ INTERIOR WALL FINISH Provide W Gypsum Wall Board on callings And Walls except / basements 8 unless noted, Moisture resistance'A'Gypsum - I Board In Bathrooms, and fire resistant gypsum board as per RI ( �__ S �'T'� vel ( _ — — o �n 434 -- - - j N'� ¢a 7• r Q r x ✓` t 3• _ GENERAL CONS RUCTION NOTES __ ' 20. Glazed openings Ian wind-borne eater regions(crew 22. Design Load Information: -=-� Nailing SchedulA for lateral and shear connection requirements in Exposure-El C - L All work shall rnnrorm to me 2082 Residential code or 10. No backNl shall be placed against lite foundation wells within hurricane prone regions within one mile of lite a. Ground snow load:45 par " - - - Description Number of mall spacing NEW YORK STATE, Local Building,Zoning & The until fine Boar frsrnin is in lace or brace foundation g p coastal mean high water Imre where bnale wind speed la b. Rooms oilmen ikon Bleeping; LL-40 oaf Arre Common nails rotor udai on New Yet k Stale Energy Conservation Construction 11. Double Joists under parallel pnrilllans and under 110 matin r per hour or geater or 120 miles per boor,,boll IIIrlOpaf \_ ' roto udy I10bnph) 120(mpll) ROOF FRAMING Code. AL1,CODES shall mrpereede drawings and shall ohblpoola. Rouble finnrc arennd all openings In floor meet the requirements of the Inrgc missile teal of AS'1'N a Sleeping rooms: LL-JO par and UL-lllpef Rafter to lop plate (toe-nailed} 4-ad 4-Bd per railer be hmorpor later[ into draw Ings whether they are nail reef it mnlag. E 1996 sell of AST711 E 1886 referenced therein, d. Roan LLm30psf and DL-10 pd Calling joist to lop plate (toe-nailed) 4-Bat 4-Bat per Joist Indicated ter the plain or our. 12. falcial flashing slmll be provided were concrele areas (R301.2.1.2) e. Hoof with cathedral ceiling LIr30paf mrd Ceiling Joists to parallel faller(lace-nailed) 7-16d B-16d each lap r adlllons face-nail) 7-I6d 8-18d each lap 2. The rereence amnJmrl that was utilized in the design of wont,and were deck+ oral hoose frandng. a. Exception: Wood air udprnl panels with n IIL=15psf / Gelling joists laps over p Collar lie to roller (face-nail) 3-Bat 4-Bat per Ile the ear octan c V the American Forel& Paper Association 13. Jelsla hangers required at all flesh atrnchn nl land minimum Thickness of 7/I6 Inch and a mnxlnnuu f. Decks &exterior balconies: LL=60pef mrd t/4 3ws1 each end (AF&PA) wand fiame construction Annular for ollpRlal Leming conditions. span of 8 reel shall be permitted for opening DL=IOpsf n,pm, L/'3 I�l r Rim oo railer aft(toe-nail) 2-Bl6d 2-1B8d each end a/3 m1s1 z"ml". '/ r Blocking Boar[ to rafter(end nailed) per end hyo family dwellings 1993 high wind edition (800-890- 14. All hnbflAhle roomy shall be provided with aggrrgnle protection. Panels,boli be precut to cover the g. Guardrails and handrails: LL-200paf drpm, Mnx. 3lolrl - ` Rallels to Ildge, valley or hip (toe-nail) 4-laid 4-16d p 7732).T DIS MANUAL shall be Incorporated into the glnzing oro ndnlnnnn of 8% of life floor Aren argue glazed apenings Willi Attachment hardware If. Attic without storage: LL-10 psrand UL= ]npsr 1/ 3-I6d 3Ifd per rafter n droit, max. \ Rafters l0 ridge, valley or hip(face-mall th au Ings whether they are Indicated on the plans or net. moor.'lie minimum ope able area(ventilation)shall be provided. Attachnnenl shall be provided as i. Attic w{tit storage: LL-20pef and UL=IOpsf ( , 1/0 taker depict, Mtx, WALL FRAMING 3. Nhlllrn dimensions shall lake precedenlce over scaled prm�iJed nl a minbnnm of 4:o Iulimvsi J. Satanic design category 1 �/� Top plate A top plate (lace-nailed) 2-16d 2-16d per fool dimensions. 15. All door nail window hcadeo to be 2-200 unless noted ']'able 1609.1.4 IL 3-second design gut wind speed of 110 mph or �1 �/J ngnro 3.2n , Solid •own joist m,d rnrlar uolchhlg mud ror6,g Ilndta lop plates at Intersections(face-nailed) 4-16d 4-16d joints-each side 4, T he cornunctor prior to start orcornlrmetion shall verity othern{se. fastener Schedule for wool plywood Danek design gust wind speed of 120 mph. �/ Sluff to slid (face-nailed) 2-I6d 2.16d 24" ant tattlerdryer O I leader to header(lace-nailed) I6d 16d IWO c along edges all dimevdnns,existing or new and be responsible for 16. Vent ideal ve extedor and bathrooms ahnll hove Fastener Panel epnn fennel span Panel epnn Top slid bottom plate to slud 2-16d 2-i6d per shad Oehl fit. mrchnnlepl renllinllun whoa no window Is provided on Type lee IhmJ less Ilmd Ices trod 0 Dullem plate l0 Moor joist, band joist 2-16d 2-i6d per loot 5. All elech{col nod plumbing shall confarm to all Sante; separate an Bch. Ental to 4'- egnnl to 6' equal to 8' - ENERGY NOT. O Bulli-up corner studs 10d 10d 24" on center local,county codes,and ahnll be Inspected and approved 17. Cpm pestis are required where the difference In rade Is 77 U cer illL 7 Buell-up gliders and beams, 2-titch lumber layers tOd tOd by lite governing agencies. General condi shall he more Ihon JO lichee and openings a quire on a al to 4" Screws 116 wood 16" 12" 9^ 1. The (slid pro professional that to the real of tib knowledge, n,n,h „ Nnil each layer al 32"on center in lop and bottom belief and rofeaefomat ud emepo the drawings N a aro]n `aro" \ Inn.°n,i. And stagger nails. Two nails at each end and at each splice responsible ler all In r o ndaw,, and lata,bed etc. (harm)maximum.(11316.1) are rrgnlreJ on aloha n'illi Screve or IUJ P judgement, R J r compliance to the yGCHcheck report for the New York ,r. ° ern• = 6. A11 footings shall bear on virgin, unJdlurbeJ soil with a 2 or more risers. (It316.1) nniLs P LnCLJ` MD.,V3.1 I mininnnu bear late capacity of]-loo per square feel. 18. Smuke ab burning Shall I e provided In eneh deeping room, 2111 N8 wood 16^ I6" 12^ State Energy Cowervallon Construction Cale eBkcllre z ` I -n.n. FLOOR FRAMING .Int 3,2002. .:ren 7. roured is place concrete shall have an ultimate outside of each separate elcepbrg arca in the imnredlnte Screws Y O of alto.s^.,, /110.^'^"'•'°' joist to sill, lop place or glrtler(Toe-nail) 2-8d 4-8d per h sliLJJ d mss,„n <,rcn Blidging to joist(Toe-nail) 2-Bat 2-8r[ each end , orate°sten 2-8d 2-8d each end conupreaake strength at 28 days of 3000 psi,except vicinity or the brdrnonn moat an each atony of the This table V bard on• rnsahnum wind speed(3-uconJ guQ 2. shallAll b the responemassibility shall mast the NYS l Contrnergyactor actor It i Blocking to joist(Toe-anh) exposed elms, ern a dabs and steps shall be 3500 psi. dw'elflo Includingbnseniena nail cellmw. Alnnw shall he shall be the rca onsiUilfl of the General Conlroder to 7 r - - \ Blocking to sill or lop plate (Toe-nail) 3-I6d 3-16d each block p R R P 1 n • ora Ing mph ane a 3tifiel atop roof height P Y LI ren° Inn••is• ) 3 I6d 3-16d each Joist (11402.2) colic, shell conform lu the Inlet ACI Interconnected end ImrthcbeJ to a commerrinl source. Fasteners shall he Insl.IleJ al opposing endo of the word submit the meed and drawings by p the mechaningi Ledge slip to team(Face-nail systems stamped one r or b b n department. inter If cal W LL per oist SlnnJm Jar � \\'iIENEVEIt an nllirallen,ndJllimr or conversion alruelnnl panels. )' D Y P R fn Bon on ledger to teem (1011) l) 3-BJ 3-ed P I . V - -_ Land Joist to Joist (Ettd-hall) 3-I6d 3-16d per foot S. Joist and RnRt•r Fruning lumber shill be DOUG-FIR N2 mode to nn existing residence, the uneke JetecOun Where Screws are allarheJ to masonry/stucco,they shall be regnhed by the owner or beetling LOW-E v Band Joist to 5111 or top plate (Toe-nolo 2.16d 2-16d per fool or biller, h=Lfi, Fla-1175 pal, repetitive member 1006 psi. ,paten of the enlh'e reddence MIIS'1' he br mnghl lap to allndaJ ulilizing vlbnlion rehlance anthem having a 3, All glass to be double Inaulaled with LOW-E glazing and I J J attached with a miHinunn of Bid common malls spaced al a maximum ol6lnches on When used AS Bund$ to total wind loads FIYII81pal code, hmdnlred and Interconnected. (11317.1.1) ndulnum ultimate withdraw capacity or490 pounds. a U Actor=.35 mnxlmmn. r• FLOOR SI IEATIIING shall bee U ` i panel edges and 12 Inches on center in the panel field 9. Ilnsenuinl o fth hob{lnble apace ane every sleeping room I9. The Architect shall not he In charge or responsible for The Ilene Owner b respaml6le far alnching the plywaul 4. All exterior duan(brat. BnsemenQ to he imulnlcJ with n filled- Self-closing nail fire noted doors were required._ shall have nl lanai one opennble emergency escape sa the construction plmse of this project, null far panels to the windows and doors rim Ing a Caron. U=.35 maximum and they shall be weathei-sit filled- Fine. 3.21) stud l nutetibi nod haried nmlt° [r_ROOF_SnEATI-IING ATTACHMENT REQUIREMENI S - Udlow'e: alininmm net clear opening of 5.1 square reel, Inlrrpreling the cenBlrarlimr dr roving, Building to COUF. Di 'n Maxilnuln nail spacing lar Bd common nails 120 (Oph) except grade Bosr upeningv to be min{mum mel door mud nbsrning lite gnnnl{ly and qunlilp ohvwrk being 110 Qnpli ( p ) TABLE R301.2 1 0. ' J Sheslhing location' spacing al panel of Inlermediale a1 panel nl Inlefinediale opening of S.0 agnate feet. Maxinmm alit height to be 44 pelTor teed. The Ar chlleci BIuJI nal hove central mer m' CLIMATIC AND GEOGRAPIIIC DESIGN CRITERIA I n Edges suppotls Edges Suppods inches Above gone. Nlinlmunn net clear spiculate height of chn,ge of nail dant[ not be responsible for the Wind , SUBJECT TO DAMAGE FROM Ice ahold w V I If2 i OROUIID. SEISMIC Wlnbr underlay- y L r-3�9 Inleriol Zone 12" ox 6" 12' 6' 12" 24 bnrbie, nrhdnmm mel clear opening width In he 20 tomato ndioe means, nrelhudB, techniques, mrd enpfencia SNOW DESIGN froelllro Dolan mol Fiaad n _ 6' 12" or' n'rlredial iB. LOAD epEEO'Imphrl CATEGORY. w.alherina� deplp Ranh' Osaay Tam re orad heartla Ip 16' ox 8' 12" Inches. (83111.1) I v II IZo �. St:JEa.1: .p ,.moo m•o B Q 6IMPSDI' For 51: 1 pound per equate fool=0.0479 kN n-, I mile per hour= 1 609 Door. Lasa r Pelhneler Edge Zone 12" o G. 6" 12" 6' 6" _ ( ,z•P,Y.foo WALL SI IEATf IING ATTACI IMENT REQUIREMEN I S 1114' x 20 gage-6105 _- - ---------_---- ___--- Mexlnuuu nail sooting for ed cmnmon nails - 1114' x 20 gage r 1114' x 20 gage � -� testy. Shap with y �OJ 110(mph) 720 (mph) 1 / Sheathing location spacing At proal At Intermediate at panel at hilmmediale testy. Strap with 1 -0r[ / gNv. Strap Will In a fid Common nails In Tach S IM N j Edges 5nppods Edges Supports is /� Common malls in each _ End @ n IT c each � _ End Qq 10"on center (�r Uri N�l L- (2 L!t era no„r nr Yx 0" 12" rfi/ End ® 18'on teniae _ End Q 1G'on center. _ Ora(each stud Lap21i.( n,umlar Interior Zone 12' o.c 6" 12" _ 8' 2' Orel each RTAI=IEQ c12 orf EaUJ strop under bottom of h1 Jia+ ENLARGE ELEVATION OF i6"o.c 6" 12' Wisp over faller pod sill and Hill. = - BRACING PANEL NAILING Sri/o 6" 12" 12 nail each side x5 4' E(lye Zone 12"ox 6" 12" I / / 16"o.c 6" 12" 6" 6 v//x P.4 t", /// ,f - 1 ,/ / I old nolle NTS E0 .I i19IIJ •�"- 2 / IL�--- 11 _ a 1lmdaw".wan, In 1. For roof and wall sheathing wilhht 4 reel or the pedmeler edge of the roof, Including 4 feel gm each side ens;:x 3 W.w of the root peak, the 4-fool perimeter edge zone attachment requiremeals shall be used (1.A.17 / x O $C1•W. _ I-IAfV 1� UL-A 2, Fnsmners for Asphalt elliegles stall be grdvnnized or sinhdess steel,nhuninua or copper rooting nails, Z � 1114'x ri a eahfieunn 12 gage shank with udniunuu 3181nch dinrmte, Imnd. 'I'hcTnslcnms strait peucti lle rife Icor = {J^IL Tp' - I?•KI / - 9 9 - 1114' x 20 gage Eoei-I Sf I,L ! _ gale. Shap with 4-Batnccfilhiug and comply Cliff AS I'he P 1667 RJ',u- ( J MQAL 6UQLIQR.OQJ.7, Common nolle In each \� testy. Strep with G-Bat 73" x 23" oc or 6!0"x 36" gc- otz AEnd @T10/v01 on 175'rJ C' _ Com@ n nulla in each End 10'on centerTYPICAL ntlnlmumfhne ,02^T Ep.cN STov6nLr1AleAnn / 1 '"s0 - 3' x 3'a Imre washer. I told 12" Wrap over rafter andq Wrap over rallar and nncuau6 uotr mall each side. zxn nmol)rY Y3 /z"a 'yT 3uv( c 2q'cr. off cornets and hold 4'1012'off � r n,Italian _._ N 'j♦ I,P_OL,� T��T`F/y"r'( ouch end n(each sill plate, IT each side, t WALL BRACING PANEL ROOF-to-Wall gnnnec 10 INSIDE-VIEW _ �I - attached to loo Dlate Roof-to-Wall connection NTs s I Y �� - - - - Rafter-to Ridge connection Cantilever over Foundation Foundation-Sin pixie-to-waN connection No cei�Dy FL2 Jvf 2 n J n I_._-- f liggif114j1 Ridge straps are not required Q n y`[ v i`�..A - ) Wham collar Ilea of nombral 2x4 toolbar - MA nr7° I-/SLI- ' hllaw !;friT _ 1 Located In the upper third of the attic apace 11,4'x 20 Singe G- / ` [oiI .4 �,.le�'flo,� i 2'a to ICl+ And alleched Io each pair of leflDls. g P ^_ (1 I -� 1114'x 20 gage 11th'x 20 gage I.ET 1"rb IV ('°s'r Nall each end of collar lie with 5-Bd nails 105 nlv. Sits with 5 - 5[6oelAn� -R' v'r 2-'hrw tors a^4z qq7 -ad Common Palls al - IJ AII. TO \ 9 P ith� -Bat gafv. Strap with S-Oat 1 `•, `T° 1' 16" on center wva _ J o Sora il /\/ -1 1i 115 Fn orb �\ • P _ 8!x,0.1` or Common nulla h,each \ Common nails In each • \ -I',a UodDTp'"1 under sill slid Hill _ �I 16'on center. - Oiz Nr E�i I - - End 18'on cantor. End m_ �w EAeI I SILL o2�T el) �ti Sri. ora P r Eo�N GOIJ TIJ J OJ S � ,: �' •. STJT - � � ST�1Q T �• < A ( WALL BRACING PANEL 1 1„4-aH, R+" ,i I �1r� OUTSIDE VIEW r� =� IL;L LING & IC NNE TI yI p y J pqv 5 nl. cKleal.� OF P( R 3�f S (LING & COF ONNECTIONS NTS ywae 'ro0E -I I1I �r Iltoorl. l, �} SKt✓ o'Jyo./ E /( O,G, IJAIL PE2IFIE�r2 x.,13 I nrswtia 's ( J idrn,d -� , sarr� ttyT E- PLYwOotD Pf` JEI� 5r'�1r1u1 I�A�JGt, I'tELp as um� o I r�P,•wf' , 11-bn ov+ o.r a.� (J�V LIi--I C7 - 20 gage \ _ STR(10TION SHALT. -^ F THE o I/ u « 1. 3 IafzlZaf 1 fia� h �� f I, gnlv. shapwmy-ed y - M C DE OFNEWEORK.ENTSTOA7fnCU v\ T Common nails in ilach Vl+ f -- 2xZ Ri+i-I.� V�1{j�1niAV 2ri�i o taint• q. .r,a•rrdr% MNf I �-- h , , End ((h 16'on center.• R DO NOT PROCEED WITHUp woo FJ yTl la l'E f•-J t'1-t _ _ PLUMBING SIr-1 p`r�'� HTS 12 �- - DO NOT PROCEED WITH ) uc�-,n'-'.q DKV 1 -- 1v1l�rrq-1 1 e.. E 4J, ALL PLUMBING WASTE I-dill �� O' 'I 1,1 1CJ µal LS OF FRAMING SURVEY USE IS NL�WFUI- 12 LINES NEED A'T E.koll -1015(, HAS BEEN APPROVED. WITNO TCERTIFICATE x/at<t ES LJ - Ik'i I. 'v Tizn-v an. f. I/� ' TESTING BEFORE COVERING )-- /I.2ni.Roa >G - Loq<OJT PLAN VIEW --- - wa �ay. P�LUeK ^^'' rlon Sill DI^le-to-�tali connection - Cantilever over first floor Wall to-Wall connectiomF OC UPANCY PLA DRAG AdF.L - a y -Sus ' "! r\ At gaf0(JpJft419ER cEFPTIFIr� 7 APPROVED AS NOTED gND WAITERscERTIFICAT�' ? ivy a. 4, r l o GYY BEAD CONTE/117- 5��E REQUIRED NTS -� - I J el 011 �,10Wwo ErJa� C� AI3g� NOTE e l nA II CERTIFICATE IDF GGGL ' `� ( DATE: 1 5 RP,g3c 7 G �� This Detail also applies to the �ae nu+nr,e,2 I s /�A-a a f, p;yf I T yl� S-roa `'t I_/ * r� SOLDIER USED IN )' 4 T�J� { _ / FEE: 3 .90 ev: To the Wall between the Garage I t A,- r 1A"" Mn,e, a,fu va � kr, D��2 H A t-1 G( P ��I SUPPLYSYSTEM efAN4 7' I r `rte NOTIFY BUILDING DEPARTM'"NT AT n"T'' ^Y 2'ro, IJTo rofJr rspr(Ni �,I-� J�(TE•,�- b�-(�l � �,..•' 765-1802 8A TO 4 'M FOR THE 1W.4 red EXCEED 2/10�Ox!'7a BEAD. DGGf$. W/ 2 x t -.I .- - .�[� S�Rp� • 5 FOLLOWING I N - TVC IJNS: y, IN • J.EOCt O'rt it 0CiA zn,J&.Ilio h�'f/x.lL /� 1. FOUNDATION - ONCETE rGD t) Simpson PHD5 Hold- / / j2Cloc-x Te Ufi1 EP-r0vL IJ6lTL Af Y!a/ FOR POURED CONCRETE Down With 5/8° anchor bolt ryfO,lJiJA12lJ I,JDoD L'T.ScK/ r02[LII f7�TA`IL UPLIFT CONNECTIONS x, No's 2. INSULATION ULATION MING & PLUMBING And CNW Coupler nuts }.� 2l) r�v14- - (oxoI. JC-.L r 'TE I 3. INSULATION Attach to studs with --� (2-c-CeLJ h'LCr11?rJ 'Teo Some details may not apply to title set of drawhtgs r 4. FINAL • CONSTRUCTION MUST ui „ w u,in BE 14 SDS Ya" x 3" wood screws, \ zxn rnnum,m'e Steel straps; ASTM AGS; Grade 33, except whel4 FOR RSHALL MEET THE yl)p W,W� EW Provide at corners of garage walls, - T REOU REMENTS OFTHE CODES OFN y _ mmr,d L,na. m a•..a. ,,lar raw,ar rm.l In contact with controls use G-185 GRIv. Strap. bbl �5 (1Al se> col-e a NOT RESPONSIBLE R E �� _- And a( building corners-see 'I- mann rant na.. DESIGN �err M - 'IJRSIWAt>IT" , 0 ' YORK STATE. NFOR Foundation plan for locations. r. - i land HIM. Uplift connection details on SCI I-I Indicate uplift connections dfU GAIa(, S f ft,M� w/ OR C TRW And E ROBS s OFdHE TOWN C D . PD,, n ( - _-_ _ , _• , � � �LaOr2 ,c.,JY� GE I L.J•.16 To hmtafor uplift loads from the root aseemDly to the foundation. ,y, gal PNL--, I� �_'- � �\ �,.�.�-_ ENDWALLDUSTS 9 r.r,,,;,. Install at Ertl bearin locallon In accordance With the details or r„-,',. ;:a` '3 4yi, �en nn -fill _ �J01&Teu - 'v" gin, J�/ - - - T--� Install according to the WPCM Manual. z T�'t 1)1., `•, 1- w i I I - _�� U n ���T' f' % A A OOD ZONE D ' -z ?� J The a )lift connecllons for this structure was design under: .6 �, t r z W \ 5r[C."ho HAI. lar Ill"lar. '- �=:EIi� •. I COMPLY WITH CHAPTER"46° CT4, ,y. 'd� n=u�z h= w•.y '� .'•_;.+-' m.ocn01O-< 11,611 oo Gxpoeuro D category �Q WITHI ALL CODES OF F�Lp p0pp�q� PREVENTION 'T,'r ;' ' n ;°,✓'J�� m W�t7U g �N \ / 2"xn"pinch nnllad In ouch j l •- / , _ - II In a l�math 3-second gust w d j2 OODE• tit :1" O ('.3 x a firm.ww, a ,un mm. / / q ,endo l-:I SECTION A-A Using line WFCM 1995 Iigh � 1Q y TATE &TOWN CODES I I I! I Ido / � #6LfFhftsJLa�16 - IY-ai=� R 3 20 ani:n SWAY -- -- - - - -- - AND CONDITIONS OF CO 1J E I U I`� y Ski cm,Inrnla Nam7�PC. - � AS REQUIR D ), `41 n70"uI'n s1) fill ntu, \ - - - -- A 'he archiled tins uul been E„dw„n signs HOLD TOWN PLANNING BOARD d�/eaj l?,7e"fErLIox totaled for cointrueliun I (�L ease of this project including SOPOLDTOWN TRUSIHS I � (_1 � K ei upervbionduring N.Y;S.DEC construction,contract TYPICAL HOLD-DOWN AT �+ administration,inspections or l IIDING CORNERS - observing tin quality and B NTS FlLare 3.On Calling in'ncing gnblo cundwull Figaro 3.9b Floor bracing ondtvall quantity of the work being 1 1 ( rT( J I tn fro°�•'�•-'40y1' O - � 2817 PSI - �f14-,/ �� c 1176` v. y{ V10 o O _ 3 Provide Poe Rated Gypsum wall Board above the furnace as per New York Slate Code 11 i� O 8k �l 9 TYPICAL FOthick COL O Co x ate 24"x12"fooling thick poured — N L Concrete/coling 8 3'- Diameter steel column. -- -- - - - �j '2III x1l7ga 5i xllgt GL 1 0 I u .�-9u -� I rr I I•01 I , n -1 tIt Pjn _ rr1 � xII ' UNExCAVATEU IV 1 - 4-poured concrete slab _O I N = (3500pap with L— SUS 10110 WVVM, on D -'7 compacted granular fill. 1L F=11 Pilch slab Y.."ill to gar doors t ' it D I It r, c , a TYPICAL ANCHOR BOLT STe� ire �. �•7F✓r"•t F-^�' y( - 1 story: 'A' a 46'on center - _ ^' y 2 story: X' ®23'on center. 4'canceled,bridging a psi i v U Q - minimum embedment of 7'whh Prickle bridging sa per colla O 3'x 3'square washer. Hold 12' ( - typical all spans o11 comers and hold 4'to 12'off TYPICAL FOUNDATION O each and of each sill plate, UpIM In accordance with chapter 4 of strap connections at all bearing New York State Code. wells-See drawing-1 S'poured concrete wall on 18'x a' - i Q Demproo wall fooling,2-2 x treated sill N 2xS or 2x10 treated nailer lag erior I plates, Sill seal,Termite Shield,All V r 1 -7 boll to frame with if'bolts c foundation walla to extend to virgin - I fAcenter with teco toll and be full height walls or _ =�9 Or use 2x2ledger board. U7 construct step footings as per code F r t1l — -" _ I 4 R403.1.5 )e _ 1 - - — - -'41 1— — — — — TYPICAL DECK FOOTING Simpson PHD5 Hold-downs 1/4 ds 1'0 12'Diameter concrete pier with 5I8'anchor and 14 SDS% �— — — — —I on 24'x 24'poured pier x 3'wood screws. Provide at fooling to virgin soil,axe cca comers of garage wells and post- secure post to concrete doors and at building comers- with Simpson ABUSE or see Foundation plan and equal-Gelvanlzed drawing-1 for details. It V4 it AIt nII'OIt ti 0 � r A« 'y vi ui a� FN } WtlJ2_ u�i arL Oild�it lip, Ile �x1° 5 fel' CI`VG w VV 3a6? 3oyZ \5l SZ J r31fl — n 're- Fabricated metal - �/12'f IIle LVL �,J 9� _ 10 GARAGE O 'ireplace. Metal flue with FAI Q 77T -7 Provide 6/8•Fire Rated Gypsum I I O o exterior Install to code ? wallboard on walls and calling of 3ntl provide hearth to code. N �•t3 v Zgarage as per a' ns ia R702 1 and 805.to Weresectigarage (y1 0 �{•� yltJ '� — �i ,A 0 F� s6ub and ong a dwelling-use 5/e'fire rated �TGH I O 0 q wallboard alboardssideande Q side tire r neiccordance with widd on e ,J 1 (1 J section R702.3 Insulate walls L common with healed areae O U gal g'I 18%B)I �. . LIA 11 oil, pq 41 I y�� X trioI t1t _1 6°011" ^ �` 9 � Qo,r14• �r ls � f/� o' 3�4Ha- 3o" �rZK Q;n2. �J° or Q1 'J 7� \3� ar(kIto 0o6 2r4c Ib"w/ — z J uag 2x8 21z I� 'oc u m 22+10 y��n - - - - _ 71 -7 " q' Iq'.�S n" I 4' d 2:q _ q„ 15%on �— 4 ' _ 41 a N I`o _ � N 0 M - Z'2✓ 12 I V �txr1 � I , M N I M " ' 2r¢,BIZ 'L' �a `"'INDOWS FWH FWG Y' �� rj� ' Plans indicate ANDERSEN 10 V �N model, series 400 del numbers. d �rb4y I r 1L 1 Provide LOW-E plass with a A I minimum design pressure rating U% of DP 40 with DP upgrade kit. V ' 1Ile - — - - — — — — -- _ �� Substitutions made upon 'O�- C 0 0 r N A -\� meeting NYS Code. See R..-7 �� N ,oyL�r.i �(->ct� N -- general notes g, 14,20.All r 2' 2rc I N 2v 2rilo multiple units shell have narrow OS Smoke Detector ------ -- - _- _ �� AS X to steel Joining materiel or 2.2x wood Jack studs between CO Carbon Monoxide Detector windows. Refer to gen. note#23 3 ria H.}71�1. PORCH Refer to drawing I'o Page SCH-1 for � � , 12 SS CJ F j\7 Porch details and strapping 5Wr W W0,91m S F7 til, ori aFr- 14'- 4 ' o ! " I5 '4 IS14 " AY G" -- woo KIY a� � NZ U �rcN F toW <.a MLU8= 000 ��_ y oQQj �}o' 611 1 4 5c410, 2 I , 4� 13! lo' �" 1 ,', n" 4'" 2', o v ,� ! � w o 4 &L rr fs,r3 C 2 2811 GL " ul J O n 0 -oil � 24 K 9 � 90 3e.1 5 V x aA 24" c( Vr N d C i v R\i 0 5- 2 46 a,0 era tri N ap 10 (Za,LJ a d J to i2 in v. T" 9 Q o 9' eR LLL _ _\ \ 'L'Kq'L" M Q) o - - 4d --- pCsm4t� C - 2i 8n 2!ti y!q " 2!0 2• n„ �� lQ q '' � o'• o'" I2 =a" 3;o AvtE^: '/q '=I'o N f41 T ro c a � a ' Hwz U rc¢N 1 F yW ajro Cyt~ z¢.6 W W C9= i s ti::viC9zF°-. R� 12 vrfz -- Io � I II � Iy I 2V _� it II^II I /ZZx (J I .A IG. II'/" - v _ - _L AV La co /��^� '�'� Y�r"�")• TYPICAL ROOF (LV Class A,Asphalt Roof Shingles W/six fasteners per shingles Installed per section R905.2 J O �e'Fp Ice ti water shield5.2.7. per code _p7L UM I✓fR/Ca . R / S�2 �y � = 15 Meeundedayme�t fen Framing per plan with -- -N,?�i.--- - -- - . ._ rLlCo r2 Y,'E)darlor Gude Plywood r ' 2 Sheathing-seeschedule-dwg sner ch_1) ,( J l L (� TYPICAL Ove hang typical 12 i 8'Wood Fascia 8 E'wood rake I— boards, Full Frieze boards-cover p _ in alum (optional)Vented Vinyl Softil, Raper uplift connections / I at all Bearing locations, �D x 41 Wood Studs® 16"on �1, LJ Sr-I R-l� 1 , center, Double Tap Plate, Single L � �c.osole � ND(L. Plywood plate, 'hathin -seeior ade fast LVL - r` Plywood Sheathing-see fastener F�12,"10L"1 1 schedule, Tyvec House Wrap or Aj equal, Vinyl or wood siding, �•l3 fh El �I��I� foundation-at all erne uplift walls- Refer all �� J connection w eg bearing wells- Refer to dowing-i for details. I _ = TYPICAL FLOOR I od sub floor, r nailed es per las ener schedule _ = Floor joists per plan r J Jj((n Bridging per code-ell spans So ,f TYPICAL FOUNDATION ' CONSTRUCTION I �. poured concrete well on 1 �^ 1e'z D'Concrete wall tooling, Exledor Damproofing (section R406), 2.2x 54reated sill plates and Sill seal,Termite Shield, Anchor Bops as per foundation it r drawing-hall 12'op comers ��/ max. Uplift strap connections at all bearing walls-Sae dwg-1 12— INSULATION SCHEDULE Flat ceiling R=30 c` 1 h I O Vaulted telling R=19 u Floor(unheated space) R=19 �- VL C YL 2-� �bi0 Floor(outside air) R=19 Walls 2x4 R=13 - 1 I--1- Walls 2x8 R=1g All gazing U=.35 Door-solid U=.40 U7 1 INTERIOR WALL FINISH Provide %*Gypsum Wall Board �N on ceilings And Wells except basements 6 unless noted, _ Moisture resistance%'Gypsum Board In Bathrooms, and fire --1 _ — fes1518n1 gypsum board as per v V I O iT OM 3G NN NO 1 0 O rr Ju 11 ITH M TM _ - 0 El � 'z U WWZ