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HomeMy WebLinkAbout30101-Z of Solo Tyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd �Z4.COUxn.`' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46762 Date: 01/06/2026 THIS CERTIFIES that the building Single Family Dwelling Location of Property: 1465 Akerly Pond Ln Southold, NY 11971 Sec/Block/Lot: 69.-5-7.4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/11/2004 Pursuant to which Building Permit No. 30101 and dated: 02/23/2004 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 an unfinished basement, covered front porch, and an attached garage as applied for. 6/5/26 Corrected to change the top line from historical to single family dwelling only. The certificate is issued to: John Peters Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-03-0151 12/23/2025 ELECTRICAL CERTIFICATE: 100642C 9/26/2005 PLUMBERS CERTIFICATION: Morano Plumbing&Heating 3/6/2006 Ahoriud Signature hoQaOF Soto/ ° Town of Southold * * P.O. Box 1179 �oA 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46762 Date: 01/06/2026 THIS CERTIFIES that the building HISTORICAL Location of Property: 1465 Akerly Pond Ln Southold, NY 11971 Sec/Block/Lot: 69.15-7.4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/11/2004 Pursuant to which Building Permit No. 30101 and dated: 02/23/2004 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 an unfinished basement, covered front porch, and an attached garage, as applied for. The certificate is issued to: John Peters Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-03-0151 12/23/2025 ELECTRICAL CERTIFICATE: 100642C 9/26/2005 PLUMBERS CERTIFICATION: Morano Plumbing & Heating 3/6/2006 �VL 4ut4ed Signatu �oA'pFSOUryo(o TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 30101 Date: 02/23/2004 Permission is hereby granted to: Renewal Date: 11/25/202S John Peters 1465 Ackerly Pond Ln Southold, NY 11971 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR Premises Located at: 1465 Akerly Pond Ln,Southold, NY 11971 SCTIVI#69.-5-7.4 Pursuant to application dated 02/11/2004 and approved by the Building Inspector. To expire on 11/25/2027. Contractors: Fees: Renewal Fee $871.30 Total $871.3 Building Inspector 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. 30101 Z Date FEBRUARY 23 , 2004 Permission is hereby granted to: JOHN PETERS PO BOX 479 SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1465 ACKERLY PD -LA SOUTH/PEC County Tax Map No. 473889 Section 069 Block 0005 Lot No. 007 . 004 pursuant to application dated FEBRUARY 11, 2004 and approved by the Building Inspector to expire on AUGUST 3 , 0 Fee $ 1, 542 . 60 Auth ri e ure ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 g APPLICATION FOR CERTIFICATE OF OCCUPANCY i This application must be filled in by typewriter or ink and submitted to the Building Department with th �:fol`'owii ' A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unus al natural o,_==- topographic features. --==-= 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. 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. red . (p .DO CQ New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: - 1466 A C K EV-l./ P 0 �J D L Al• -rq0 L-P House No. Street Hamlet Owner or Owners of Property: -J_014 N g12- 7E<.E'LS Suffolk County Tax Map No 1000, Section "`•I Block 5 Lot 0 6' Subdivision Filed Map. Lot: Permit No. 30 1 j Date of Permit. 2- 1316+ Applicant: 5.7. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature +jS rr,'., C ftir•�,r•�:�.y= GA o`3,: t•5,:� ye�5,.�'+: .rr2, .'S v`.. a.;,��}.�. Li•; _Cr�•:�. r, +`,tip. }fii•.� f,�=�A dr'{:� s'yia,'i-� r;•.'c,S cjr.,Siri:•.S Pr'.��, !i%{'I,.•• •y.:�r"p'�, •• S•.•oJ Ori iv�rrI f s'•:r� '�i•:•O+ if�i'•'r i'PiY'•L1 'J'•1'i'''r' °f ii�'�:•' Ni'G.••• Pif{:%'d• ••' A i•"J•r�•;••:•0+,�;'�•••'yP�'•:•O�r'f�•.;.•J•r°i!••••'P' b••:p J i�O • ••i/-•'!�/ / . / 1.��.�+. `e 1/• / / •ri 4 !!,1 111 .IMO' �.d�911 0,IM/'f /�'ar'''• •1•f IPiM li'f. 1•��• ,Pi�01• IIiO•i'•� ����'•. Electrical Inspection Certificate *•+ - Issue Date Electrical Inspection Service, Inc. Application w` 9/26/2005 375 Dunton Avenue 100642C 'y f` East Patchogue, New York 11772 -' +ram (631)286-6642 �---_-_`�� Issued To: Mr. John Peters a _ Street: 1465 Ackerly Pond Roadt< Village: Southold Zip: 11971 Town: Southold _s Section: Block: Lot: Contractor: Hobbs Electric (L) Lic. # 33926-ME a`•f ✓ram Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑X Indoor X❑ Basement ❑ Hot Tub Residential ❑ Det.Garage 0 Attic X1 2nd Floor X❑ Outdoor ❑ Addition ❑ 'Survey Switches Receptacles Fixtures GFl Heaters A/C Fans 63 76 82 10 3 5 ' ._ Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves ,%. 1/20 1 20 1 30 GAS 1/20 >,';• Furnace Oil Gas Circulators Smoke Detector Bell Transformer �0•''% Meter Amps Phase UG/OH Jacuzzi Television CO Detector Y: a 1 200 1 ❑X / 1/20 2 -= Bldg. Permit. = '; Other Equipment j, •R _ 1-200 Amp Main Breaker Panel / 1-60 Amp Panel / 1-20/220 A/C Disconnect/2-30/220 ' >= Hugo S. Surdi C Disconnect/3-15/220 Air Handler = ,. ` Disconnect/2-20/120 Spec Outlets President ,. r\ Rough Inspection: 07/21/2005 +: r Inspector: John McMahon III Final Inspection: 09/22/2005 =•-` i' — Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. X.. /• r 1 / ,� `1 1 • 111 r 1� / 1 1 1 1 /1/ /11 /1 y1111♦ ':'���;.0 `� rl ,� :.. +,.•r6� �1 ,,.,.✓ �i+.,.� +,� • ti /fr• /���/ Jf1• � r40• r•�r•�/�/ .�/rr• /0/r+✓, If�rl ti'�r ti•<�1 1, �i �! !} EY Y ..• �:•n1••1 S':✓� y 4. r,•.4•w �✓4•••�:r. ,,.•.4.r• 4;J�..•✓l..r �'•+ rN f•'• � is ✓ s'O ZS,✓;a•••,o' ✓r• �=J z}•',rJ ''�'.��r• +:••:'}'•��sai'.ti,•r_'.r t•.,i• {�� '�<��� v�� 1:s1� C� 'tv }r Sti':Y .:� �'•'�l�L'��'i�-d SC••:�ilr' �?F•'t'�'+;•f�LSt}':�'1.••,if" � r• �C�= O 'rows Hall,53095 Nfain Road 0 � � Fax (631.)7455-97U2 P.0-Box 1 179 �/�f�l �ad� Telephone(631)765-1 S02 Southold,New 4`cn•k.1.1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOL D tCERTIfICAT10N Uilding Permit No. • YJ 0N<<11e1-: o _•—_.. (Please print) Pl11inibe:r: Oi'C"c) ���ryl a• !' —.__�,- 1 certify that the solder used in the water supply system colltains less than 2/10 of 1% 1GL1.C1_ _�_...... - (1 1lttnheresi-,411-a�Ire Sworn to 1?e.I'br4 inn this dav01 G° 2(1__.�— REGINAP WAGNER NOTARY PUBLIC,State of New York 1 No.n Exp.. 579p4�S ffolk C u Commission Expires ''7 Notary Public, �� —CoLlnty ........... ....... ........ 1 'd �1609-29L- 169 sJaa•ad 6191 :20 90 01 qad 3��al 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. , r 1vo I g 4c / 0 "/U-A-� -RA"ull-1 a DATE !/ �� INSPECTOR'S 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION \REMARKS: DATE );L �16 - 0414 INSPECTO /� ZIV 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] NDATION 2ND [ ] INSULATION FRAMING [ ] FINAL rrnAl , D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE-���� - INSPECTOR ,3 ®l ® l Z - 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ['FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f REMARKS: f/ � r .� f /1� r11 fir` �. • Vic s DATE 7— ® ` INSPECTOR �a I 3olol 7, 765•1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDINSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -" �e- oZ�rr Cer� . DATE / ' �9��� INSPECTOR�� SO�TyD�o 3010 ��y00Uh MV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING k FINAL FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ( � - J� DATE l rr ® '� INSPECTOR �o��pf SO�ryo�o COMM� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [/ ]\ FIRE SAFETY INSPECTION REMARKS: r c DATE �` �7J 0 INSPECTOR ` pF 50UTyolo * # . TOWN OF SOUTHOLD -BUILDING DEPT. 631-765-1802 col 1 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ' [ (FINALA,9,--_�� SULATION/CAULKING FRAMING /STRAPPING [ ] [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: O f he A c vAV65 nV\. �� S'��✓ va► ov, — 1�- �C l i , 4 -DATE 'Yo y INSPECTOR*u �i 8 HUCKLEBERRYLANE SETAUKET,NY11733 BRONZINO ENGWEERING PHONE 631-751-8299 FAX 7ZZ7V01-8S99 .-..____... BRONZIIVOQOPTONLINE.NET / December 13,2004 i Town of Southold Building Department i �` 42004 i Town Hall Southold NY 11971 Re: John Peters Residence, 1465 Ackerly Pond Lane, Southold, NY 11971 Town Permit Number 30101 Z Dear Sir, A representative from our office was at the above referenced site to investigate the installation of new concrete footings and foundation walls for the proposed wood frame residential structural at the above referenced location and found the construction to be in substantial conformance to the approved plans and completed with sound construction practice, and `within town codes and current New York State Building Code. If you have any questions, or require additional information,please feel free to contact me at 631-751-8299. �E OF�F Sincere * ONO N �Q Robe O�SSIONA 1 a: r r ti z -T T _ 1 _ �}T f 1 1. ...:,., c 1 7 _ � r T r' a � -�- -� ,j- LTA -.�.T-.� --r I/.,. _ � ---J,. •�� .- �1._l — J _ - ky _ _ w "�=was>•., ) _ rt (_ �� r1 r; F y `�+ •� r f r t 1 , a. r t � • e P - , 4 I i 1 ; I i 'Y .l 1.e a•? iMP t i s� r , e ` F of -xi d � or �e. Y� I 1 1 • • • lkyj all FOUNDATION FOUNDATION(2ND) III Pill�I ROUGH FRAMING& PLUMBING man. A Ara Jill .. .a`Ir , t INSULATION STATE ENERGY •D ili.K li 101PRK ' 11 • • I � all i PVa WE.114 VA F11% Val i� will I t ' '. �J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans _ TEL: (631) 765-1802 PIa FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. SO 10 i Check /5-0 Septic Form —N:S-BEE. Examined 0 ,20 `l' Contact: —::ko H'� 7�7�5 Approved., a?, ,20_ Mail to: -P.0• �j�L'' 9 Disapproved a/c 750.Wr EOO 119�- Phone: �(erJ — Ce ( IQ) Expiration 3 ,20 ` Building Inspector FEB,I s APPLICATION FOR BUILDING PERMIT •; _f '��• __ , �, t Date E E6I'Z4,t� 4 , wDA-1— — _1 �- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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." Ac. 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. 1 e.No building,shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required: APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, to admit authorized inspectors on premises and in building for necessary inspections. x 4f / J' (Signature of applica�not or name,if a corporation) -o • (3b1C -4qq (Mailing address of applicant) / State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or build;./ i Name of owner of premises �(N (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. --ro Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section D _(�_ a"L�0 Block 0,5_d0 Lot Subdivision IPLUZI-FAM :FAj S Filed Map No. 0 415M( Lot (Name) 2. State existing use and occupancy of p4emises and intended use and occupancy of proposed construction: a. Existing use and occupancy z5'_ U14-�IAw 7 km4 s b. Itended use and occupancy i-1>E7(4 SG7 'y 3. Nature.of work(check which-applicable): New Building Addition. Alteration Repair Removal, Demolition Other Work (Description) 4. Estimated Cost Fee. Uc� (To be paid on filing this application) 5. If dwelling, number of dwelling units. Number of dwelling units on each floor 5}/•► Z~b�3 If garage, number of cars ?� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. l ' 7. Dimensions of existing structures, if any: Front Rear #- Depth !� Height -22/.4 Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Z.* Number of Stories !� _ A � �� Depth r De 8. Dimensions of entire new construction: Front �8 •9 Rear p Height -3 1 ' Number of Stories 2 l jt 0'` 9. Size of lot: Front Jrs 3.Z' Rear '173 j" 9y, Depth `�q 10. Date of Purchase 96V, '6L Name of Former Owner L( Ary) QA 144 11. Zone or use district in which premises are situated L ` 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO-X-Will excess fill be removed from premises? YES N04 14. Names of Owner of premises j6hl1 A• c u�S Address `P 7 Phone No. 7�P.S Name of Architect c ' r Address 19' �� i VL �Ay1 ;1'3 Phone No 05l 331•-Y ' --O Name of Contractor -Pz3z�E-g- Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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 4-- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. �16. Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. ST ATE OF NFX YORK) SS: COU�'1TY OF y`( � being duly sworn, deposes and says that(s)he is the applicant (iVame of individual signing contract)above named, (S)He is the (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;I and that the work will be performed in the manner set forth in the application filed therewith. Sw before me this orn t day of 20_G4 Not ublic rSignature of Applicant .'JENNIFER.MARIE STEWART NOTARY PUBLIC,STATE OF NEW.YORK No.01ST8083804 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES NOV.18,2 R. AZ -� SO!/Tyol 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 • aO BUILDING DEPARTMENT TOWN OF SOUTHOLD March 2, 2006 JOHN PETERS P.O. BOX 479 SOUTHOLD,N.Y. 11971 To Whom It May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not on file. (Enclosed) No Electrical Certificate on file. The Check is not on file. —$25.00 No H It De ent Approval on file. (Dwelling) — W - -�G QA . Q-�-�mcQ -W�AA 00 7h ru.c.12.i-� f No final inspection has been made. [/ ��No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984.) . 0* Certificate of Compliance from Southold Town Trustees. BUILDING PERMIT#30101-Z i o��OF SOUjyol Town Hall Annex Telephone(631).765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 Southold,New York 11971-0959 �l �- y�4UNT`I,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 7, 2008 Mr.&Mrs. J. Peters P.O.Box 479 Southold N.Y. 11971 To Whom It May Concern: v . . It has come to the attention of the Southold Town Building Department that a Certificate of Occupancy has never been issued for Building Permit#30101 issued Feb 23, 2004 for a New Dwelling. In order to rectify this situation please submit the following to this office, so that a C.O. may be issued. If you have any questions feel free to contact this office at 631-765-1802 between the hours of 8AM-4PM. An application for Certificate of Occupancy is not on file. (Enclosed) No Electrical Certificate on file. 4---"The Check is not on file-$25.00/Returning Outdated 6,-'�No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval. O��OF SO!/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ycOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD September 8, 2011 John Peters PO Box 479 Southold, NY 11971 RE: 1465 Ackerly Pond Lane,Southold NOTE: Copy to code enforcement TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) �1 A fee of$50.0 4C 9- v Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 30101-Z new dwelling o��OF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 lrouffm BUILDING DEPARTMENT TOWN OF SOUTHOLD December 17, 2012 John Peters PO Box 479 Southold, NY 11971 Re: 1465 Ackerly Pond Lane,Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT : 30101 — New Dwelling o��OF SOUT��I � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA • Q Southold,NY 11971-0959 'Q �yOOUNV I January 16, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD John Peters PO Box 479 Southold NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. -A fee of$50.00. V Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 30101 - New Dwelling SURVEY OF LOT # 4 MAP OF "PURITAN FARMS" N FILED JULY Iq, IGG4 AS # g538 �0 S 9,, Q"E W E -.rONN: SOUTHOLD s /S y SUFFOLK GOUNTY, NY -oo' ��so quo h� o� S SURVEYED OI-15-05, -(Y" /\ Tlp� ph ej 6 C /oq7 PROPOSED HOUSE 03-06-03 Q'; ° o p,, ., q AMENDED FOR HEALTH DEPT. 08-05-03 0 4.-- / CO.�/ 5UFFOLK COUNTY TAX # e\`� 0 ` ' SQ nee,c 4 1000-6G-5-1.4 oCER77KED TO: � ` l2J A° �O� �0 �;' ° JOHN PAS � �_•�� Ot �° Fal1[A][t�I)PIE1C (fit uu\ \ mooI-V /_° `� V f}S ° ° O 's' \ m C 0^�9 ` o ` awn e Gdo�e��r� cP \ „ i O_O119 \\ \° o SEG �, 1g \ o Q 0h 4 - q 1\c� 0 All 10, .Spa ~J9 ° l - �. < O ,' ` Brown oL � i `� 1.5' COUNTX EPAR.TMENT Off'HEAL `� SUTOL�K D °\ 8o \\ TO '/ \ 4 Pale ` ow" To gaR APPRO IAL OF CO V s o c4 Fie �G'L�+'TFA�y ° 4 �d sw \ `c p� ` \ ' O C 10— 0 3�o ► S' < <�. - l IDS RV- t , DATE 9 ° o l✓� ��+'�" ` ----------------------- / Pale S b , �VcIn / ' D ebE Se \ a V Brown APPROVE �� O e� ° Floe sw ED2dOMS .,g . • ,� 7a �+ Coarse ii iris��1�lUlgx QC s , \° / ® ® Sand IZ5 FRQ/IN!DATE OF APPROVAL oP ®� \ ° V 17 P,XpiRES TH�tEB _ °� cNEW Y® m ' ( RRR �Q thathorl,ed alto—d I or a—y"to o 1 1' O o • •-•��J, � t� �v ap k:aorin Qc Ilcensed Iond Surveyor's seal Iz a \ ,• f$r I` vloloticn f secticn 12a9, tliNglon 2,of the / • ® 7O New York State 1 of thlan Law.' `"`6666�••, 'Cosy copses From the of tF,l of this survey NOTES: ..- O •'•. 'ra ,,,erred wIN an arlginol of the land 9�,r.-oyars ,' O"y stomped seal ghnll bo wnsldered to be valid trse MONUMENT■ c Zoe �:"ir5�tj, aaplei 'LertlflcaNanS Indicated hereon signify Not HGs .. •�,•�i� � � ey was prepared In occcrdorce with Na ez- 0 PIPE \® sL�a S,eyors�ncSld certlf scat vshall nponly V/V"IO bj N Nen York State Assocldlon cf Frofesslonnl to Ne parson For rvhom the g�,r.,ey Is prepared, A, O� and on hls behalf to the titlo company,governmen- •y tal agency wd IeM'vig Instltutk:n listed hereto,and STAKE a!5 :<: O.5 � to the Ossfgnaeg of Ne lending InsgWtlon. Lerb"ca- ' ��+E®��®��� Clcns are not 4v5faroble to addlGlonol IredWGlare ADJOINING SEPTIC B WELL LOCATIONS PROVIDED BY OWNER �®HN C. ��(� � � SURVEYOR AREA = IOG,IG6 5F OR 2.51 AGRE5 ���,'''✓ 0� 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG SCALE 1"= 50' �o�� RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\03-104.pro .__ /1003 9.3o.91M arve.WPwGab3-Id SURVEY OF LOT'# 4 MAP OF "PURITAN FARMS" N FILED JULY Iq, IGG4 A5 # G558 51TUATE: 5OUTHOLD h�cy W E TOWN: 5OUTHOLD �, C/. 5UFFOLK COUNTY, NY ;�O'" ° �.}'° `�o h"� o S SURVEYED 0I-15-03, oQar ;' / \ �O� �h. co oq�7 PROP05ED HOUSE 03-06-03 Q-,' �s ° ° 1 ----- --- h CY AMENDED FOR HEALTH DEPT. 05-05-03 ��c-' ;' / \ �_. P�e yov �� y ° SUFFOLK COUNTY TAX # 1000-6G-5-1.4 ( e\h h�0 o 0 2� �TIMM 7CID: Q�Qc o� o``o o \p S\` .�2, b� °�� ®tea h p� 115 \ \ J <s o ` awn \ Sj ' p �� \ peg ,/ `\ °--O\ hh e�pF o o i \ po % \ \\ os S! e/ F 7 ^� o, o b S O : Oo 9 ° Test Hole sp•,lr e��� o,�Cp"p� \ ; as C.�?''✓ 06-06-03 \ \ \ O OL Loom own \ \ ?? , \ p (,, Fine \ S,. O \ l� To ` Y t 5ond \p i o o ° \p Dc / / water 12.7 wai \ s A \ eoE s� (�L ' n a V_J N P.I. 0 %� i p Fine �®� C5ad pa 5W NEW 17' ,! 'IwouNGrixed altnra:icn or otlal[IGn Ic a srvey \, p y ' �Y map eeoriny o u�ensed lone s„r..ey�r,seot i3 n ¢k_ olation cF seetlon 2 k s t,division f of Lho NOTES: ��� °� ® r New Ycrk S o EAucc[Icn Lvw." • 'Cnely copies from Ne cri nvl of Nis survey 't ark tl wiN an orlv�lnal cF a Iand surveyor's e MONUMENT ��o� ✓ 5� s amped eeQi shell to cane dared F a � as ® "Lertlfcaticns Indco[ee hereto segNFy lr t Nis p PIPE �0.SQ,ypZ- ,� by Ist y G vi New York Prpact Stale c A ssoUotic Land S eys vacptedess Ne n vF Prvflonal /{RV\�� � Lvntl Snveyc�. Svid certiflwLlons shell rvn only c La Ne pe�scn it r wh-xm the survey is prepared, STAKE L.�1N[�a wl gne wed I,Co�he SRIa w 11,t,d go aommen- a' ''� o Iha ossl tl f the lomlevtlan Il�ucn.F certl�ca t Woos or t o-anzieraLae t�v'odm[icnvl insdtotions ADJOINING SEPTIC 8 NELL LOGATION5 PROVIDED BY OWNER AREA = I0G,IG6 5F OR 2.51 AGRES ����,'' JOHN C. IEHLERS LAND SURVEYOR 4 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SGALE 1"= 50' � RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\03-104.pro f I 5URVEY OF LOT #„4 3610 t MAP OF "PURITAN FARMS J�Q N FILED JULY Iq, IGl--i4 AS # G538 SITUATE: SOUTHOLD <�" qh W ` E TOWN: SOUTHOLD o ,6 sQ�o occ�SQ7 U n Ct SUFFOLK GOUNTY, NY \, o h S PROP05ED� U5E03-06-03 AMENDED FOR HEALTH DEPT. 05-Ob-03 AMENDED HOUSE Og-2G-04, �U Ce"/y`f GC/�� C) FOUNDATION LOGATION 12-05-2004 C, 5UFFOLK GOUNTY TAX # \ j2j G `1s 2j; 1000-bg-5-1.4 3 0 . :w \ .�2, b^� \ LDj., Op1� �® C (2— RTEMM TO: ��°eU ,N �'J DI \ O ' MARYPETM 017, Lawn G C^�iq� a r e a d 0,Q-1^,,, e� \ o~g ~ ono pq ' 9 A-, ~ �^ \ oo ry s ....:... ' � ^�b fib• .S.�s , �o b Z C e �0 jot <• //•��,, m'p 1°1—latl 1nr9 at Ilocleleread 1 or awdtlitlon t°s° Irvs tehaey etion l , adl ll of Nw Yllk St.e Edallon 'Cnly copies Prom Ne on991wl of Lhls survey NOTES: ® ` marred with m origVial of the load s„r.�eyor's '• o 0/ ampee seal shall be coreberetl o»volld We ■ MONUMENT St�YL , _ 1 h tffil -I� 4 'Gertiilcatlons Irdbatsd hereon s1�1/y Not this p PIPEf�sw oy nos p spa°a n°coo ea c°with Ne ex- !is!'ng Code of Practice For Load sur„eys dopled the New York State Assoclatbn of Prolessbrol Sweyon.Said eeruneauoro slnn F only STAKE , i `✓=l'a1i ( to Ne person for wham No survey b spored_ �(, ) V and an Ws beholl is Ne lltle compony,9 ,e Yi1` J`�� [ol agency ord IeMYg bstlWtbn Ibled hereaBi and N f e Ierd NoLg bsllWti°n.LerNIVu- [lore are kjie rot tra th 1 le to oddltional NsllWtiwis ADJOINI G 5EPTIG B HELL LOGATION5 PROVIDED BY OWNER \, LA�4a AREA = IOG,Igb 5F OR 2.51 AGRES C��� J OHN C. EHLERSmmLAND SURVEYOR 0 GRAPHIC SCALE I"= 50' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 � RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\03-104.pro SURVEY OF LOT # 4 MAP OF "PURITAN FARMS" o :.N FILED JULY 19, Ig94 A5 # G538 SITUATE: SOUTHOLD = <o oe�o ; W E TOWN: 5OUTHOLD s /Sys DEC nq� SUFFOLK COUNTY, NY d srs SURVEYED 01-15-03, g0a PROPOSED HOUSE 03-06-03 Q9 '1 - O•. AMENDED FOR HEALTH DEFT. 05-05-03 _ �' Rye 70 AMENDED HOUSE 09-29-04, 0' C /Ilk - - FOUNDATION LOCATION 12-08-2004 - .'Q� sp �3n FINAL SURVEY 08-23-2005 j Q SUFFOLK COUNTY TAX# 0 ,1 p Q - `p2• (p� \ ej}_ OQ,, 1000-69-5-1.4 c., c N cEltzmJ�DTO: °oc 6 J _ o � JOHN PETERS MMY owe� j3,,3l. SUBJECT TO CO;NTY ANT &RESTRICTIONS LI Dl33ap \ _ ?O 06�0 o PVT We PAGE @o'Fo�gh ^�q d <e^i Y 1� SUFFOLK CO DEPARTMENT OF HEALTH SERV S e�y ti APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date: DEC 2 3 2025 H.S.Ref.No, Rio-O3-OI 5I a \ _._�Je 0� The sewage disposal and water supply facilities at this location have been SQ -��__ '' �j�OdO�� inspected and/or certified by this Department or other agencies and �S3O, e� _ "` -a �c0 OAP r z, s \ _�� 43' �•' found to be satisfactory FOR A MAXIMUM OF_ BEDROOMS. JONATHAN PAI,P.E.,CHIEF \- OFFICE OF WASTE MANAGEMENT SUFFOLK COUNTY HEALTH DEPT. - REFERENCE NO.RIO-03-0151 - NOTES: :,.' b� •S _ ■ MONUMENT O PIPE STAKE �q'7�� - u AREA= 109,196 5F OR 25I ACRE5 �0.'.` JOICIlIV C. E ERS LAND SURVEYOR tl EYOR GRAPHIC SCALE I"= 50' o 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 I-- -- - -- --------- y�o RIVERBEAD,N.Y.11901 -- — —- 369-8288 Fax 369-8287 REF.-A:103-104.pro Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename: C:\Program Files\Check\REScheck\peters.rck TITLE: Peters Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family J HEATING TYPE:Non-Electric DATE: 11/18/03 DATE OF PLANS: 10/9/03 PROJECT INFORMATION: New Home Construction COMPLIANCE:Passes Maximum UA=550 Your Home UA=488 11.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 960 38.0 0.0 29 Wall 1: Wood Frame, 16"o.c. 453 13.0 0.0 35 Window:2446 copy 1:Vinyl Frame,Double Pane with Low-E 10 0.300 3 Window:2446 copy 2:Vinyl Frame,Double Pane with Low-E 10 0.300 3 Window:2446 copy 3:Vinyl Frame,Double Pane with Low-E 10 0.300 3 Wall 2: Wood Frame, 16"o.c. 320 13.0 0.0 26 Wall 3: Wood Frame, 16"o.c. 453 13.0 0.0 34 Window: 2036 copy 1:Vinyl Frame,Double Pane with Low-E 7 0.300 2 Window:2036 copy 2:Vinyl Frame,Double Pane with Low-E 7 0.300 2 Window:2060 copy 1:Vinyl Frame,Double Pane with Low-E 12 0.300 4 Window:2060 copy 2:Vinyl Frame,Double Pane with Low-E 12 0.300 4 Wall 4: Wood Frame, 16"o.c. 320 13.0 0.0 25 Window:2446 copy 4:Vinyl Frame,Double Pane with Low-E 10 0.300 3 Wall 1: Wood Frame, 16"o.c. 702 13.0 0.0 43 Window:2446:Vinyl Frame,Double Pane with Low-E 10 0.300 3 Window:2036:Vinyl Frame,Double Pane with Low-E 7 0.300 2 Window: 2060:Vinyl Frame,Double Pane with Low-E 12 0.300 4 Window:2060: Vinyl Frame,Double Pane with Low-E 12 0.300 4 Window:2036:Vinyl Frame,Double Pane with Low-E 7 0.300 2 Window:2060: Vinyl Frame,Double Pane with Low-E 12 0.300 4 Window:2060:Vinyl Frame,Double Pane with Low-E 12 0.300 4 Window:4060: Vinyl Frame,Double Pane with Low-E 24 0.300 7 D Window:4060:Vinyl Frame,Double Pane with Low-E 24 0.300 7 Window: 2446:Vinyl Frame,Double Pane with Low-E 10 0.300 3 Window: 2446: Vinyl Frame,Double Pane with Low-E 10 0.300 3 Door 1: Glass 21 0.560 12 Door 1 copy 1: Glass 21 0.560 12 Wall 2: Wood Frame, 16"o.c. 414 13.0 0.0 33 Window:2046:Vinyl Frame,Double Pane with Low-E 9 0.300 3 Wall 3: Wood Frame, 16"o.c. 414 13.0 0.0 27 Window:2668: Vinyl Frame,Double Pane with Low-E 17 0.300 5 Window:2668:Vinyl Frame,Double Pane with Low-E 17 0.300 5 Window:2060:Vinyl Frame,Double Pane with Low-E 12 0.300 4 Window:2060: Vinyl Frame,Double Pane with Low-E 12 0.300 4 Window:2668:Vinyl Frame,Double Pane with Low-E 17 0.300 5 Window:2668: Vinyl Frame,Double Pane with Low-E 17 0.300 5 Wall 4: Wood Frame, 16"o.c. 120 13.0 0.0 10 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2221 19.0 0.0 104 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with.this-pe ita plicat.on. The proposed systems have been designed to meet the New York State Energy Conservation Constructio �o3'ejuift When a Registered Design Professional has stamped and signed this page,they are attesting that to the�be too ei`-iaiu a belief,and professional judgment,such plans or specifications are in compliance with this Code m<v . O Builder/Designer ' O Date / /�2`sRp 077015 p�FESSt0��'� PLUMBER CERTIFICATION AP RO D AS NOTED ON LEAD COMTENT BEFORE .� B P # Flo ►� CERTIFICATE OF OCCUPANCY C) DAT= . .. L'� I NAILING SCHEDULE FEF I,YZ� SOLDER USED INWATER (v e AS PER AMERICAN WOOD COUNICIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS - BY' SUPI'LYSYSTEM CANNOT _ NO' Jll.�i"JG DEPAfttwAT JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING - :1-- 765 8 AM TO 4 PM FOR THE EXCEED 2/10 OF 1°fo LEAD. M ROOF FRAMING FL � �, ���c; INSPECTIONS: � 1. F. ,�.;10N - TWO REQUIRED RAFTER T❑ TOP PLATE (TOE- NAILED) 3_8d PER RAFTER FC �'OURED CONCRETE �+F"�c"� �►/� A. `-'--J CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOISTLcl�1I, ��.+laT�O. IOF INC. JOIST T❑ PARALLEL RAFTER (FACE-(NAILED) 6-16d EACH LAP 2. RO��aH - FRAMING & PLUMBINGton!_ V . I ' CEILING 6-16d EACH LAP f= E7ERS3. INSULATION � � � ' CONNECTIONS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3_gd PER TIE COLLAR TIE TO RAFTER (FACE-NAILED) 2_gd EACH END a 4. FINAL - CONSTRUCTION MUSTrtrCUIRED. BLOCKING TO RAFTER (TOE-NAILED) RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OCCUPANCY OR a WALL FRAMING REQUIREMENTS OFTHECODESOFNEW _ TOP PLATE TO TOP PLATE (FACE- NAILED) 2-16dw PER FOOT YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL 4 4-16d JOINTS - EACH SIDE TOP PLATES AT INTERSECTIONS (FACE NAILED) 2-16d JOINTS 24' D.C. DESIGN OR CONSTRUCTION ERRORS. WITHOUT T STUD TO STUD (FACE-NAILED) 16d 16' O.C. ALONG EDGES WITHOU II CERTIFICATE HEADER TO HEADER (FACE-NAILED) A� ` 2-16d PER STUD OF OCCUPANCY z � TOP OR BOTTOM PLATE TO STUD (END-NAILED) h BOTTOM PLATE TO FLOOR J❑IST,BANDJOIST,E:NDJOIST, OR BLOCKING (FACE-NAILED) 2-16dw^ PER FOOT O O Lv C cnM0i � Y WITH ALL CODES 07 2" ROOF VENT K STATE & T -o UNDERWRITERS CERTIFICATE. FLOOR FRAMING ROOF + 1-- ED AND CONDITIONS OF 4-8d PER JOIST 11 REQUIRED JOIST TO SILL, TOP PLATE OR GIRDER (TOE: NAILED) 2-8d EACH END - _ _ ' �J BRIDGING TO JOIST (TOE-NAILED) 2_8d EACH END - - 2 I/2 � S0�'THOLOTOLYN26.4 � BLOCKING TO JOIST (TOE-NAILED) 3-16d EACH BLOCK T BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH JOIST l 1 , --SOUTHOLD TOWN PL4P,�JIPrG EO �0 LEDGER STRIP T❑ BEAM (FACELLJ -NAILED) 3-gd PER JOIST I I l I ~ JOIST ❑N LEDGER TO BEAM (TOE-NAILED) 3-16d PER JOIST I I - SO�ITHOLDT001NTP,USTEES RETAIN STORM WATER RUNOFF 0 � BAND JOIST TO JOIST (END-NAILED) 2-16d■ PER FOOT I �_ _. BAND JOIST TO SILL OR TOP PLATE (TOE-NIAILED) LAV LAV PURSUANT TO SECTION 45-14C t I yvo I I -. N.Y.S.DEC i ViT2 T� OF THE TOWN (CODE. �.1 �ROOF SHEATHING `-LJSTRUCTURAL PANELS 8d 6' EDGE / 12' FIELD ALl_ CONSTRUCTION SHhIl. 2I I I/ " I - o DIAGONAL BOARD SHEATHING 2_gd PER SUPPORT 4 N -FT - �gin►11R�F�cp�o p�_Tt � ^0 NOT PROCEED WITH N i'X6' ❑R 1'X8' 3_gd PER SUPPORT FLOOR COUr_,, „t` 1�-W 11X10' OR WIDER YORK STATE. FRAMING UNTIL SURVEY I 2 1/2" _ _ -- - - -' --' G O OF FOUNDATION LOCATION CEILING SHEATHING HAS BEEN APPROVED. 5d coolers 7' EDGE/ 10' FIELD _ t ,, ( A GYPSUM WALLBOARD „V® WALL SHEATHING I I I I ( t SINK I I SINK ( COP,,1�'LY WITH CHAPTER"4.r'" PLUMBING gd 6' EDGE / 12' FIELD CALCULATIONS I LAV LAV I I l LAV I ALL PLUMBING WASTE STRUCTURAL PANELS I i I i I I t I DW LG��,� DAMAGE PREVENTION FIBER PANELS bd 3' EDGE / 6' FIELD � I 11 I TOLD TOWN CODE. &WATER LIMES NEED 7/16' gd 3' EDGE / 6' FIELD I l l 1 TESTING BEFORE COVERING 25/32' TUB GYPSUM WALLBOARD 5d coolers 6' EDGE / 12' FIELD EDGE / 10' FIELD UPLIFT CALCULATION sHWR I „ I „ ( - - - FRESH HARDBOARD 8d I Li I FN:::� 1 I I/2" � I I/2 � I AIR INLET PARTICLEBOARD PANELS Bd 6' EDGE / 12' FIELD Tu=Wupiift*(o.C.spacing/12) TU=485.33 FLOOR 4" 4" DIAGONAL BOARD SHEATHING INSTALL SIMPSON H5 HURRICANE CLIPS ON THE 4,. 2-8d PER SUPPORT 11X6' OR VX8' 3_gd PER SUPPORT ENDS OF EACH ROOF RAFTER G.O. 4" 1 TO NY5 APPROVED VX10' OR WIDER FLOOR SHEATHING SEPTIC SYSTEM LATERAL LOAD CALCULATION STRUCTURAL PANELS gd 6' EDGE / 12' FIELD M=(W*(Wall ht.-3.375/12)'2)/8 M- 1310.74 IbS/ft 4" G.I. HOUSE TRAP O 1' OR LESS 10d 6' EDGE / 6' FIELD GREATER THAN I' INSTALL SIMPSON CS16 FLOOR TO FLOOR STRAPS LL-.J DIAGONAL BOARD SHEATHING 2-gd PER SUPPORT CONNECTING EACH FLOOR © 16"O.C. VI a ! 1 X6 OR 1 X8 3_gd PER SUPPORT 11X10. OR WIDER I EO 3' ❑.C.. AT PANEL EDGE SEISMIC LOAD CALCULATION FLU��51N67 Q ■ NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' ❑.C.. AT PANEL EDGE. IF WALL SHEATHING 1; -• '. V � TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE D❑UBLE72, ,',il ALTERNATE CONNECTORS, SEISMIC= [C1 +((Lmax/Lmin)- 1 )C2]Lmin _ SUCH AS SHEAR PLATES, SHALL BE (USED TO MAINTAIN THE LOAD PATH WHEN WALL SHEATHING IS CONTINUOUS IOVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PI,PMITTED TO BE REDUCED SEISMIC = 121 H LBS SCALE: N.T.S. ' TO 1-16d NAIL PER FOOT. .I 10. PROVIDE 5/8' X 18' LONG GALV. ANCHOR BOLTS 4'-0" O.G. TO ANCHOR 3q. FIRE BLOCKING TO CODE R602.b. Lixrber Design Criteria ALL � WOOD SILLS TO POURED FOUNDATIONS. (P°<5 PER GORE STATE OF NEW PORK AND AMERICAN FORES.. t FAF'-% ASSOCIATIONS II, FOUNDATIONS AND FOOTINC75 51ZED FOR BEARIN6 ON VIR&IN SOIL AT MINIMUM BEARING CAPACITY OF 2 �• ASSUMED 501E TO BE SAND OR GRAVEL, WITH MINIMUM TRADES OF DRY CLAY, WITH �15ua y graded u r GENERAL NOTES: TONS PER SQUARE FOOT W1TH A MINIMUM OF 5'-0" COVER. A MINIMUM BEARING CAPACITY OF 2 TONS / 50. FT. '✓rl vats Fir Larch (or Surfaced Dry N Green • 1ign maximum moisture content) �. WVDOD FRAME GONSTRIJGTION MANUAL FOR I d 2 FAMILY DWE:LL'��'•) All values and factors are From the National Design Specifications for / ^ 12. ALL WOOD FRAMING, INCLUDIN& JOISTS, BEAMS, POSTS, STUD5, ETC., TO BE DOU6LAS FIR NO2 OR BETTER 41. ALL FOOTIN65 TO REST ON VIR61N, UNDISTURBED SOIL. K �/aod Construction ND5 - Igg7. ) THE FOLLOWING NOTES ARE TYPICAL, RIEFER TO ATTACHED DRAWINGS FOR 15. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISG. 42. DE516N LOADS ARE AS FOLLOWS PER SQUARE FOOT: APPLICATION... 14. PROVIDE METAL DRIP FLASHING OVER ALL EXTERIOR WINDOWS 4 DDOR5. LOCATION ATION LIVE DEAD DEFLECTION LIMIT =.rctrSin Fiber b ressin Bending (Fb) I. DRAWINGS ARE NOT TO BE SCALED. U)SE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK 15. ALL DOORS TO &ARA&E AREA FOR INTERIOR LIVING SPACE SHALL BE 45 MIN FIRE RATED ROOMS OTHER 401b. IOib. L/360 Single Members Rb (psi) iVe use Factor Bending Stress ALL DIMENSIONS AND CONDITIONS AT .JOB SITE. ANY DISGREPANGIE5 OR OM15510N5 DOOR ASSEMBLY EQUIPPED WITH A SELF CLOSING DEVICE (R304.i) THAN SLEEPING P^Xsnlber Fb (psi) Gf Fb (psi) 15 Fb.(1 FROM PLANS AND /OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION OF THE 16. USE 5/5' GYP. BO. OR APPROVED EQUAL "FIRE CODE" 5/4 HOUR RATED GYP. SLEEPING 301b. IOIb. L/560 2x5 550 x 1.20 = 1105 x 1.15 = 12'TI RECORD ENGINEER AND SAME GORREGTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN B LOCAL COVES. ATTIC UTILITY RM., AND OVER ALL BOILERS AS PER STATE AND ATTIC (NON STORAGE) IOIb. 51b. V240 :2XI 50 x 120 = 1020 x 1.15 = 75 O 2x10 850 x 1.10 = af35 x 1.15 = 10�5 AWARDED. OTHERWI5E CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. 1'i. PROVIDE WATER RF-515TANT GYP. BD. AND EXTERIOR 6RADE PLYWOOD IN ALL ATTIC (STORAGE) 201b. IOIb. L/240 ?_x!2 850 x 1.00 = 850 x 1.15 = q18 2. CONTRACTOR AND/OR SUBCONTRAGT(ORS 5HALL BE RESPONSIBLE FOR ADEQUATELY BRACING AREAS SUBJECT TO EXPOSURE TO WATER OR MOISTURE. ROOF (WITH FIN. CEIL&) 451b. (SNOW) 151b. L/240 0- AND PROTECTING ALL WORK DURING CON5TRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, 18. WOOD SILLS TO BE 2 X b (PRESSURE TREATED) WITH 5/5" VIA. ANCHOR BOLTS 4'-0" O.G. ROOF (NO FIN. GEIL6) 451b. 'ilb. VIbO' e DI5TORTION5 AND MISALIGNMENT AGGORDING TO ALL APPLICABLE CODES, STANDARDS, AND Hodulveal Shear Stress 1. -O x 6 = 190 pat O + bOOp (,ONSTRUGTION PRACTICES. A. ALL HEADERS TD BE SUPPORTED BY 4' X 4" POSTS (TYP), UNLESS OTHERWISE STATED. .vNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLiDEOFF FACTOR, A5 A FUNCTION OF Modulus of Elasticity 1.60E+06 psi INCORPORATED IN THE WORK SHALL BE IN 20. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPIENIN65 AND UNDER ALL ROOF PITCH. RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMODATE HIGHER SNOW LOADS. 3. ALL MATERIALS AND CONSTRUCTION TO BE (li STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE POSTS AND PARTITIONS RUNNING PARALLEL TO SAME. 45. &LASS IN SIDELITES, SHOWER DOORS AND SLIDING &LASS DOORS TO BE TEMPERED &LASS. U� AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES 21. BRIDGIN& TO BE EITHER SOLID, I" X 3" OR 15 &A. GROS5 BRIDGING, MIN 8' -o' O.G. (A.G.I., A.I.S.G., S.J.I., ETC) ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION 22. ALL HEADERS TO BE (2) 2 X 6 UNLE55 OTHERWISE STATED. 44. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC. GORE AND ANY APPLICABLE WITH TH15 PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. 25. INTENTIONALLY LEFT BLANK LOCAL CODES. PROVIDE MINIMUM OF ONE SMOKE DETECTOR IN BEDROOM AREA. 4. NO CONDUITS, PIPES, CABINETS, ETC. SHALL ENCROACH UPON ANY FIRE WALLS OR FIRE 24. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. 45. CONSTRUCTION TO CONFORM TO ALL CODES HAVING JURISDICTION. RESTF�.IGTIVE PARTITIONS. 25. JOISTS HANGER5, ETC. TO BE "SIMPSON 5TRON& TIE' OR APPROVED EQUAL FOR FLUSH STRUCTURAL GONI,ir, TOONS. 5. MECHANICAL VENTILATION SHALL BE (PROVIDED WHEREVER REQUIRED BY LOCAL CODES AND ORDINANCE'. " " 46. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIRMENTS OF THE 26. FOR POURED CONCRETE SLAB PROVIDE 6 X b IO/ID GA. H.-A.M. OVER b MIL. POLYETHYLENE VAPOR A5 WELL AS IN ACGORDANSH WITH NE:W YORK STATE CODES. BARRIER ON 6" WELL COMPACTED SAND AND GRAVEL FILL. NEW YORK STATE BUILDING CODE. WHEN BUILDING IN ANY JURISDICTION, 6. ALL WORK PERFORMED BY THE PRIKE CONTRACTOR AND/OR SUBCONTRACTORS BEING EITHER DIRECTLY R 2-7. ALL CONCRETE HAUNCH FOOTINGS TO BE PROVIDED WITH 2-K5 REINFORCED RODS. EITHER INSIDE OR OUTSIDE THE GORE, VARIATIONS MAY BE REGMJIRED. IT INDIRECTLY IN CONTRACT WITH THE 01WNER SHALL PERFORM SUCH WORK UNDER THE PROVISIONS OF THIF 15 THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH 28. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE DAMP-PROOFED WITH AN ELASTIC GOAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC, CEMENT. REQUIRMENT5 WITH THE LOCAL CODE OR ENFORCEMENT OFFICER AND TO AMMEND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CO PIER AND PRIG 2q. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXI5TIN& CONDITIONS. THE PROP05EP CONSTRUCTION AS 50 REQUIRED. "1. ALL DIMENSIONS AND DOCUMENT A20 PIER FOOTIN65 SHALL EXTEND b" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12' THICK. 4-7. ALL HOT WATER PIPES AND DUCT WORK TO BE INSULATED AS PER NEW YORK STATE A.I.A. CONTRACT NOT RE5PON511BLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF 50. PROVIDE COMBUSTION AIR VENTS AS PER NY5 ENERGY CODES. ENER6Y CODE. 8. RECORD ARCHITECT TO ORDERING MATERIALS. 51. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NY BUILDING CODES, THE NY BUILDING 45. A.F.F.F. - ABOVE FINISHED FIRST FLOOR. q. CONCRETE TO BE PLAIN, UNREINFOR F-D, MINIMUM 2500 PSI, 26 DAY 501E TEST, CONSTRUCTION MANUAL, AND THE E ENERGY CONSERVATION GORE. PREDICATED ON THE ABOVE SOIL COh15UMPTION. IF OTHER SOILS ARE ENCOUNTERED, 32. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY GODS. 4q. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS LOWER BEARING VALUES ARE 01 BE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED. CAST IRON PIPE SHAM CONFORM WITH LOCAL CODE REQUIREMENT5 WITH APPROVAL JOINTS, PIPE AND ALL OTHER REQUIREMENTS OF APPLICABLE U.5. COMMERCIAL STANDARDS INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DE51GN, WHICH SUPPORTS AND CLEANOUTS. FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE 50 IDENTIFIED IN THE RESPONSIBILITY CONDITIONS THE PLAN( PURCHASER SPECIAL BUILDER. 55. HEATING AND COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. BY AN APPROVED TESTING AGENCY. LEG�NI� 34. LOCATION OF BASEMENT 5ASHS AS PER D.E.G. RECOMMENDATION. 50. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR 55. THE &ENERAL CONTRACTOR/BUILDER SHALL MAKE ARRANGEMENTS WITH TO EXCAVATION. CONTACT ALL UTILITY COMPANIES IF RELOCATION 15 REGUIRED NOTICE THIS PROJECT. THE OWNER TO SELECT, PROVIDE AND INSTALL A5 REQUIRED(PER N.E.G, AND/OR REPAIRS ALTERATON OR UNMflH0 N.E.M.A, NAT. PLUMB COD E,DE, A.5.M.E. AND A.5.H.R.E. SPECIFICATIONS) ALL BE TO ADD"PoZED TFMS PLAN A 51. HEATING, VENTILATIN6 AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT BE CONSTRUCTED WIND BORNE DEBRIS PROTECTION: VIOLATION OF SECI!ON 7209 OTHERWISE SHOWN ON THESE DRAWIN&5. WOOD 5TRUGTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16' AND A MAXIMUM OF THE M(S EDUCATION LAW. 36. THE 5EWA&E DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL SPAN OF b FEET SHALL BE PERMITTED, PANELS TO BE PRECUT TO COVER THE BE AS REQUIRED BY THE LOCAL BOARD OF HEALTH. GLAZED OPENINC75 WITH ATTACHMENT HARDWARE PROVIDED. QOM OF THIIS PLAN NOT TABLE R402.2 MINIMUM 5PEGIFIED WMPRE551VE 5TREN67TH OF CONCRETE 31. COPYR*HT 2005. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, 15 PROHIBITED. THESE PLANS MAY NOT BE FILED FOR �EN NG THE ���� DOOR MI I IF 1 ���]'f CONSTRUCTION PURPOSES IN ANY BUILDING DEPARTMENT, WITHOUT THE ARCHITECT FASTNER 5PAGIN& - OR EMBOSSED R'S INKED SELL E A VNJO TRUE DOPY. SEK S1�V � WEATHER POTENTIAL WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY PURPOSE, OTHER O NE6L161BL.E MODERATE `' �f THAN THAT SPECIFICALLY AUTHORIZED BY THE DESI6NER, 15 ILLE6AL, AND 4 FOOT 6 FOOT B MAY SUBJECT THE USER THEREOF TO THE PAYMENT OF FULL COMMIS51ON5. FASTNER PANEL SPAN < PANEL SPAN PANEL SPAN - POURED GONG. BE TYPE OR LOCATION OF CONCRETE CONSTRUCTION BASEMENT WALLS, FOUNDATIONS AND, OTHER CONCRETE 2�r0O 2 500 2p,•• TYPE S 4 FOOT S 6 FOOT S D FOOT - FOUNDATION 36. THE ARCHITECT HAS NOT BEEN RETAINED BY THE OWNER OR CONTRACTOR R08ERTj W.�;:BRONZINO NOT EXPOSED TO WEATHER TO REVIEW OR INSPECT THE 51TE THAT TH15 PROJECT 15 TO BE BUILT ON 2 1/2" '»6 BASEMENT SLABS, AND INTERIOR SLABS ON GRADE, 2_r.0O 2,rj00 2 e AND ASSUMES NO RESPONSIBILITY OF STRUCTURAL DESIGN TO THE HOOD SCREWS 16" 12' q" S� �"- 1't SLABS PROPOSED SITE, NOR FOR THE FAILURE OF THESE DRAWIN&5 AND - I HR. RATED WALL Al EXCEPT GARAGE FLOOR 2 1/2" 0b SPECIFICATIONS TD CONFORM IN ANY DEGREE WITH ORDINANCES AND LAWS 161. 16, 12° TO UNDER SIDE OF � BASEMENT WALLS, FOUNDATION WALLS EXTERIOR WALLS . 1^V FLOOR STRUCTURE APPLICABLE AT THE SITE WOOD 5GRE OTHER VERTICAL CONCRETE WORK EXPOSED 2�00 3i000d �'7Jd a. TH15 TABLE 15 BA5ED ON 110 MPH WIND SPEED AND A 55-FOOT MEAN ROOF HEIGHT. CONSISTS OF 2"X4" AND O b. FA5TNER5 SHALL BE INSTALLED AT OPPOSING EN05 OF THE WOOD STRUCTURAL PANEL �� WD. STUDS a 16" To WEATHER c.NAILS SHALL BE IOd COMMON OR 12d BOX NAILS O.G. W/ 1/2 TYPE 3,000d,a C7 p d. WHERE 50REM ARE ATTACHED TO MA50tRY OR MA50NRY/5T0000,THEY BHA" BE BOARD. GYPSUM WALL PORCHES, CARPORT 5LAB5 AND STEPS EXP05E0 TO 2,500 TABLE R3012(I) CLIMATE AND &EO&RAPHIG DESIGN CRITERIA ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE BOARD. BOTH SIDES < THE WEATHER, AND GARAGE FLOOR SLABS I WITHDRAWAL CAPACITY OF 440 POUNDS. UL DE516N. UL 514 'PROFESSIONAL,ENGINEER FOR SI I POUND PER SQUARE INCH' b H4511cPa WIND SUBJECT TO DAMAbE FROM ICE SHIEI_L NEW ORK�STAIE.'LICENSE¢No 0770f5 a. bROUND(U SEISMIC WINTER UNDERLAY O b. AT TABLE 25 FOR WEATHER POTENTIALSNOW DE516N FROST LINE DE516N MENT ! i=1LOOD c0 - SMOKE DETECTOR AT 28 DAYS P51. c.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING WI AND THAWING DURING CON5TRUCTION 514ALL BE AINTRAINED LOAD SPEED (m ) CATA&ORY( WEATHER( DEPTH(b) TERMITE(a) DECAY(d) TEMPO) REQUIRED 14AAZARD(h) D . J•G• CONCRETE IN ACCORDANCE WITH FOOTNOTE d. d. SHALL NOT BE LE55 T GONGRETE SHALL BE AIR-ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME GONGRETEJ THAN GENT 45LB5 120 D-1 SEVERE 3'-O" MODERATE SLIGHT TO II YES WA CARBON MONOXIDE DETECTOR CKD: MDR O OR MORE THAN I PERGZNr. To HEAVY MODERATE G - e.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT DATE- 10/09/03 SHEET I OF 8 GENERAL NOTES C- 1 DRAWING NO: NONE C:/8E\Projects\2003 t " o � r\ � ' o I CM ca L ^_ t\ z C � 2 0 WOOD FRAMED Z CHIMNEY YV Z a BRICK VENEER LLJN v 0 ~ Lut O (n • 24" OVERHANG W 5/12 -' 12/12 _ GALV. METAL SADDLE - -- 56" X 36" I I I Q_ 5KYL16HT I I I (2) 24"X48" Imo-_ I ;5K'!LIGHTS i I 12/12 � W 5/12 _ .__ -_ ___ ._. _ 5/12 I - -- - --- ---------- -- ------ - �- -- - - - -� �'- .2 �— - - -- - - - - - - -- -- -� �� N NOTE: VENTOALL AROUND 4 I 5/12 I N PROVIDE PROPER PROVIDE PROPER FLA5HIN(5 _ I FLASHING I I I I I I NOTE: JOIN FLUE TO I I I REAR OF RIDGE I I I I i I rl I I I I I 5/12 I I i _ I I I 12/12 I I I i I II LINE POCKET W/ IO -J II GALV. METAL Lij II f-- i b/I2 I I I I 12/12 8/12 i I- - II rr ,, V - - - - - - - -- - - -- - - - - e/1p II z Z 12/12 12/12 I I I v r � O 1 II ) � I I 5/12 I 2/1 2 LIJ cr I I i 1 I II 0 c O I I i II I I I II 12/12 12/12 I ► - I, ,-I - - - - I I a- v [_L �I III II 5/12 5/12 1 I I II I I II II I I ►I 12/12 t2/12 i I �i II II I I I� 5/12 5/12 I I I it I1 BUILT-UP FASCIA 11 II 11 12/12 12/12 NOTICE UNAUTHORIZED ALTERATION OR _-_-—- -- =_-_ -_ --==-____=_=J ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7209 OF THE NYS EDUCATION LAW. 8/12 8/12 COPIES OF THIS PLAN NOT BEARING THE PROFESSIONAL ENGNIEER'S WKED SEAL BUILT-UP FASCIA OR EMBOSSED SEAL SHALL NOT BE CONSCERED TO BE A VAUD TRUE COPY. ROBE` .TBRO� INO C �P Fk$SIONAL ENGINES NEW YOR iJ.ICENS No. 077015 DI* DP CKD: AIDR SCALE AS NOTED DATE 10109103 I ROOP PLAN sir: s of 8 A -5 I/4"■I'-O" DRAWING NO: C:/8E\Projects\2003 ' O i N Asn eo"S cp E 0 - • a .. `o '1-4 17.-8 �..._.._____��- 0 101. a LIJ w oti►Iv VVlo�u c AM jDWK.1EL"'10N NAIL MGM — t.s LL IL 9 n �t to I Iz c� d1w+c: C) v� • w o 3 CKrT11.�3�EL 1 — •r •ram I \ I MAIM MAW OW ►i.r. � LA MAM (—\ Iwxxa Z 11 9' • Ake) [OJT: llJ�. -•� —• N _ _ _ _ I •('1�1 uP w1z I,'s cocror�c�r •� ,�—f°— �-_ _ _ co — — --— CN �r 1 ` NM GOWN I • — �6 '-tL1 ��Z>» • ICI �11 N •1� ��_ II— '1 - N 1 t I ` �� 1►d �"slWl I W IowZ1 — I I "�— p�.r..� d;FM •—Met1 — ..=� FGLL= • I + L o LLJ • _ 1 q I * Ld W I r cow ~1 w,o>n • �' I I • I � — --- -�- — �Lij z I I 06 1 ZS h o srrt.. ° Q =4'tovt�E coomul� , V) `,� I •• • -®-� a —� 10 turn (ax. —) (21 N .46 � � Ili a� ���., o � I ►'� I . � � ' C� cU+� •. N I "uNv�a I d N i I 1 1 � t+c � 1N1 Q $ 1' •IO 11• 8 - I � I �c.xs�wb iM I I W _r [.C>L�y A1oll� I W 10><ZZ w Alai � .J p G\�S ELfl $4 NAMd'E'D��, 4- _ • , cater yl I M I • r w C � C� CL V. . •� 1 1 1 t • • •' I I ClJLa�. I i — 01 0 Moto I I I I N I �-- � —--� ►- 1.1II��% TR7►NlOfir I I I I I NOTICE • i I ADOtT10N YM " A II wouUM Of SECTION rM � I (---— — ——-- — I Of 1FIE MIS EDUCATION tX�Or. JAL COM OF M KM 00 ,W PROFESSOK sRM � NOT BE CMSMEM ro ol: o�ossm sFx swi BE A VXM 7MA COPY. ROBERT W RONZINO �OF f y t1M a ) C I 1 i p 3a 4 Z� -a --- � R� s �� 0 M 1 � .�.. 1 _.._.__ "ew��g►�srhri';r�ccN c orn�s uj SCALE AS NOTED DATE 1%910�3 SKIM 9 —_I DRAWING N0: ,) V C:/BE\Projects\2003 i ii t i Co f\ � 1 O M o o � � c oZ w O a ti Ns- ac W O ' V ~ O SHAKE SHINGLESco W N Z O N ac BUILT-UP -FASCIA 12 12� or TRANSOM — HAIRVE D LAP SIDING W4_5" —BUILT-UP - EXPOSURE . — FASCIA de �(2) 2028 C (f CUSTOM ° TRAN��OM SECOND LEVEL FLOOR ° TZ �NSOM_J o0 0 00 00 0 --- v CL o GROWN'MOULDING z r I '' .. 11 I X 12 FREEZE BOA i ' '' W Q i _ as az + + cp c� c� c� c� c� o � _ z 1MAIN LEVEL FLOOR ,+ 1. 2 �468 _ LLi 00 0 0 - - - - - - - - - - - - - - I I T I I I I I I I I I I I I I I I I I I I I I I I i - -- I - - I - - - - - - - - - - - - - - I - - - - - - - - -I - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - T - -_ _ - - - - - -- _ - - _ - _ -►- - - - - - - - - -- - - - - - - - - - - --- - - - - W NOTICE UI MlTHOR® ALTERATION OR ADD" TO THIS PLAN IS A VIOLATION OF SECTION 7M o OF THE MPS EDUCATION LAW. 4co`! COPIES OF THIS KM NOT BEARING THE PROFESSIONAL ENGNEW M" SEAL OREMMOSSEDS SEAL SHALL NOT BE CONSIDERED M C BE A VXM TRUE COPY. r ROBERT' LL`BRONZINO 12 t w 0 0 � PROiESSiONAL-_ENGINEER W NEW YORK STArrMENSC-No. 077015 F— W Dw. DP — tr MDR w z SCALE AS MTi�ED 3 ,. DATE 10109103 I FRONT ELEVATION ter• 2 OF e DRAWING NO: C: BE Projects\2003 t d 0 ( ^ o c� N Ntt (p cr- Lij I _ _ � e f � z Cz cn ` CL n O N o � • z � W O W SHAKE SHIN&LE5 ~ co Z O N 12 �12 (2) 24" X 45' _ / SKYLIGHTS / 36" X 36' / / 5KYL16HT 1H \ \ / Q� v J 2 244D N, �.L, W AK U SEGOM V LEVEL FLOOR N M �- _ _ wL-Li z Ld z L1 Ld'-2448 Lj (J� -.J \, 2060 (2) 2060 / 8 F OH DOO MAIN !LEVEL FLOOR � i I I I I I I I I I C) o� I I I I I I I I I Q- I i I I I I I I I I I I I I I I I I o. I I I I I I I I I I I I I I I I I I I i - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - -1 - - - - - - - L- - - - - - - - - 1- - - - - - - -1- - - L - - - - - - - - - - - - - - - - - - - - - - L - - - - - -�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W 0 NOTICE o UPIMMKxtm X.7mTION OR VIOLAYM OF SECT 7209 OF THE NYS EDUCATION LAW. OOPIES OF THIS PUN NOT BEARM THE s SEAL OR DA)DSSFD SEAL stall. NOT BE C A �OONSI M�DER ROBERT W.-BRONZINO vi CSC ui a CIO Z )j `PROFESSIONAL s ENCIN7 W NEW K`�TATE 1KENSErNo,",,077015 DIN: DPtu - W CKO: MDR Z STALE AS 111bTED 0 pATF-- 10109103 F I ELEVATION SHEET 3 OF 8 REAR ELEVAT1 A -2 v i/4"•I'-0" DRAWING NO: C.;/bL\Projects\2UUj O 1� -N O Ctt I Z O I (� M Il�•'LI � Ldco � e h Z O v � Z w O QN O � • uj C O 4l m O 10'-O" co z O 12 N 7a SHAKE SHINGLES �8 O BUILT UP ' FASCIA HARDBOAPZ SIDING W/6" EXPOSURE LINE POCKET\ W/ C61 ll�METAL \ O C) `� z � W E-- O SECOND LEVEL FLOOR U - W W CF';)^W MOULDING O -i O W I X 12 FREEZE BOARD \ v ) ran c v J MAIN LEVEL FLOOR GREATROOM FLOOR rL>LJ v J 9'-0" X "I'-6" WD. O.H D. I6'-O" X "1'-6" WD. O.H.D. O Z I I ► I I I I cl- v QD I ( I ZCON0 BLOCK I I I I O FOUNDATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I i cr - - - - - - - -T - - - - - - - -7 -r7- - - - - - - - - - - - - - - - -- - - - - - - -,- - I I I I I III I I I I I I I III I I I I I I I III I I I 1 I I I III I I I I I I - 1 - - - - - - - - I 1 - - - - - - -� � t - - - - - - - - - - - - - - - - - - - - - L - -- - - - - - - - - - - - - - - - - - L - - Z - - - - - C - a o NOTICE p UN MJIFIO M N.70t ION OR ADORION TO THIS PLAN IS A n. VIOLATION OF SEMM 7209 iq OF THE MIS EDUCATION LAW. 9 COPIES OF THIS PLAN NOT BEARING THE PROFESSIONAL ENGNEEWS WED SEAL OR EIrIWM SEMI. SHALL NOT BE CONSDERm TO C BE A VALD TRUE COPY. r ROBERT W.-BRONZINO OF N M NPROFESSIONAC INFER i W NEW K,S'TAiE LICENSE No.''077015 W OMTI: DP� W � CJ(D: NDR I SCALE AS NOTED �i DATE 10/09/03 ' I Rl(5HT SI PE ELEVATION -*W' 40F8 A-3 DRAWING NO: C:/8E7oject9\2003 i 0 AA �� O V ((,v^f I W M to to A Z O V Z +. V '- a n o « LQ � 4J o N ~ o a 0 ~ W W o 0 J N � BUILT-UP I2 FASCIA br v J 0-loo LL- � z SECOND LEVEL FLOOR O V-_ W V cl- GROWN MOULDING W / I X 12 FREEZE BOARD I( )t O Lid \ W MAIN LEVEL FLOOR CY r ^ GREATROOM FLOOR _ ° ' • • I' W BSMNT WINDOW BSMNT. WINDOW I I I I O i I I I I I I I I I I I I I I I I I I I J I I i PROVIDE WINDOW IWELL5 d I I I PROPER DRAINAG� AS NECESSARY I I I I I i I I I I I I I L L L - - - - - - - - - - - - - -L1- - L - - - - - - - — - - - - - — - - - - - - - - - - - - - - - - - - Z - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o NOTICE o UNW11ORM ALTERATION OR OF THE Nn EDUCATION LAN. COPES of THIS PLAN NOT BEAM THE PROFESSIONAL. EHQ4MrS ff(M SEAL OR DIBOSSED SEAL SHML NOT BE CONSIDERED M C BE A VAM TRUE COPY. ROBERT�X:,BRONZINO C)'"` fiAl x. IL 0 0 rt It I "'PROFESSIONAL ENCINEER/ W NE* K'STAfE^LICENSE,,"No. 77015 ltJ NW. DP W CIXD: NDR Z SCALE AS AKM 7 DATE 10)"/03 1 LEFT S IVE EL. =1/ATION ShM. 5 OF 8 g A-4 DRAWING NO: C:/BE\Projects\2003 0 49 C) � lit I M LL J � C 0 0 0 2 +- °° o o 4 o w. o ° o Q o L N 0 0 o v 0 0 o Z M O o N v o W O v I a � Lu'- 0 0 -� W o N Q: Simpson Strong-Tie ate. Simpson Strong-Tie HUS OR LUS OR MIT HU O Simpson Strong-Tie H2QD � N 2 O -J ' N � Use every other nail hole CUT In a row to provide the LENGTH code-required minimum END center-to-center END spacing for nails CLEAR SPAN r ^ 41 TVB END ♦--- Provide minimum 7 LENGTH r , eind distance c-L Equal number of specified nails W Simpson Strong-Tie Tie Simpson Strong-Tie in each end p g- End Wnll Bracing Q CS Coiled Strap MIN. HEADER SEE DETAIL e OR e Q BP f/4 I/ ATTBEAM TO A STRAP (POSTWig O �leoe 8' MIN. 18'6" MAX. EAE�EER SUPPORT POST CS20 u VDESIGN BY OTHERS) i SP4 Z i I •e SP1 o I �il� � • 000 I Q10 LUMBER V ••.• •._� HOLSTHUOWN (MIN.) H2.5 - , . . OR I��'I '/ �•!;.r:•••••• HENGINEERED FLOOR CURB RB CENTERS---two H4 y• :- MAS Simpson Strong-Tie f' •`'�' .~•• TB r• Simpson Strong-Tie MAS B'-0• O.C. MAXIMUM F SIGM �As� ) Y T N D SIGN HERS Sill Plate to Foundation Hg Simpson Strong-Tie " �• ,:' '' ' Header to Jack Stud Connection NOTICE UNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION Of SECTION 7209 OF THE NYS EDUCATION UAW. COPIES OF THIS PLAN NOT BEARING THE PROFESSIONAL. ENGINEER'S INKED SEAL OR EMBOSSED SEAL SHALL. NOT BE CONSIDERED TT) BE A VAUD TRITE COPY. ROBERT Ew,s1BRONZINO ar 1�pk • �� � :r O ID s0.- �. N�PROFESSIONAL.;ENGINEER NEW Y0RK"STATE1jCENSE N,o. 077015 FASTEN VITH 10dx1 1/2' NAILS INTO WED STIFFENERS DWN: J.G. Simpson Strong-Tie IUT11 (with web stiffener) CKD: AIQR SOUL- DAM� 10/09/03 SHEET' 7 Of 8 D- 1 DRAWING NO: C:/8E\Projects\2003 O O V O ' DBL TOP PLATES o O —COMPOSITION SHINGLES — PLACE STRUGT. HDR. DBL TOP PLATE DBL TOP PLATES HORI Z. VINYL 51 D I NS A5 REOV. PER DBL TOP PLATES `.. X 1/2" PLYWOOD ROOF DECKING FRAMING PLAN LLJ 2x4 CRIPPLE .5TUD5 (TYP) Iu ON I/2" PLYWOOD SHEATHING AT TOP OF WALL g NON BEARING WALL5 � (2)2x10 HEADER (TYP) VINYL FA50IA WRAP FLASHING (2)2x10 HEADER (TYP) LLJ (2)2xlO HEADER (TYP) I/2" PLYWOOD 2X6 BEARING WALL ASPHALT SHINGLE I/2" PLY RE: FRAMING PLAN5/4" x 5 1/2" BLOGKIING ROOF 12" PLYWD. CRIPPLE e O VINYL LINEAL (FRONT ONLY) DEGKI G (2)2xb HEADER (TYP) 2 RE: FRAMING PLAN 2 2x6 _T_ +rr �- LOAD BEARING CONDITION o a /4" #2 PIN RAFTERS 1/2" PLYWOOD SHEATHING 2x RAFTERS I LLER W/ 5x I O ONLY 62-W4• Q -R HORIZONTAL VINYL SIDING \-2x& ` -�-- kn CONT. WOOD BLOCKING 2xb _ 1/2" PLYWOOD SHEATHING (- INTERIOR DOOR IH-EA12ERS NINDOW HEADER INTERIOR DOOR FADERS1141114001104 HEADER. O WOOD STUD WALL r&\N&ABLE RAKE C9 S1DIN& cROOF/WALL GONEGTION N o Q TYP I GAL I ST FLR. HEADERS z a A TYP I GAL 2ND FLR. HEADERS -I PC I OW ct� ~ mz 0 IT �j �I/2" PLYWOOD WALL SHEATHING ROOF RAFTER 5HIN&LM CN Al / HEADER VARIES RE:WINDOW BATT. INSULATION ROOFIN6FELr / ROOF RAFTER OR TRU55 Ire /// 4 DOOR HDR. 1/2" PLYWD. ROOF DECKING �QD' BATT. INSULATION —COMPOSITION SHINGLES 1/2" PLYWD. ROOF DECKING I/2" PLYWOOD WALL SHEATHING ASPHALT SHINGLES 18 Ga. HURRICANE CLIP AT EACH RAFTER BY "SIMPSON STRONG TIE". BAIT.INSIL/.rION d WIND BARRIER 2X8 GL6.J015T OR AS REOV. Ix6 FA•r_IA NAILER BETWEEN RAFTERS 6UTTE IT 5/4 BLOCKING GUTTER AS SHOWN ON WINDOW FLANGE GUTTER AS SHOWN ON ELEVATIONS MIN. 1/2"REVEAL DBL TOP ELEVATIONS DBL TOP PLATE 2x6 FASCIA W/ALUM. WRAP TYP. WINDOW UNIT PLATE 2x& FASCIA W/ALUM. WRAP �' INguLAnor+A5 Rw'D. WINDOW FLANGE VENTED VINYL SOFFIT SFEATHIN6 1/2" DRYWALL VENTED VINYL SOFFIT GATT. INSULATION (TYP) 0 HORIZONTAL VINYL SIDING b" TO WEATHER 6 � _ O n CAULK ( J "J" CHANNEL INSULATION ® I/2" PLYWOOD SHEATHING `' o HORIZONTAL VINYL 51DING b" TO WEATHER NL HEADER VARIES, O �o ON 1/2" PLYWOOD SHEATHING RE: WINDOW 6 DOOR HDR x C EAVE ® WINDOW 6 TYP. SAYE CL - H ROOF DETAI L.,J ET'YP. 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ROBERT`�W:i-BRONZINO JOIST RIM .EAST RIM JOIST CO2 RIN CkOCKNO �' L e. JOIST JOIST 0 TIIN L INSULATIONNLOGCING I SALE SPACING AS JOISTS ADDS STRUCTURAL SUPPOR APDut BARRD3t cr CEILING PROVIDES CEILING NAILINGT •OAST • '"APROFESSIONAL'ENGINEEfY INSI SECOND RIN JOIST ADDS LATit>!1 6 VAPOUR BARRIER SH CEILING , . NEW YORI-STATE_LICENSE-No. 077015 CTIitAL SUPPORT L PROVIDES CEDING NAIL-ING CEII WALL vwN: J.G. TlID WALL WALL CKD: MDR M JOIST o EXTERIOR WALL O JOIST 0 EXTERIOR WALL P SHEARWALL TO �„E DB1L. RIM J015T PARALLEL TO WALL N JOIST � EXTERIOR WALL -I FOUNDATION am- i%s/o� JOIST PARALLEL TO WALL, VV/ BLOCKING ' JO 1ST PERPENDICULAR TO WALL SHEET 8 OF 8 D-2 DRAWING NO: C:/8E\Project9\2003 1 004LPAL NMI • •• •••. COUNTY# STAT1#49MRAL). •r • Is MUNICIPAL ter• 1�:=� - -. mCON"LCM " VMFY &L MEASUMENUM ON •. 1 V. WrILET OF LUMM AL AND FRAMING MMRS- I'd • ��• i/, -�• — V. 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T>sarcrc ,Rx w�vw y as - waft low ij.,4! toil NOTICE UNMM*xt= KtEwmON OR a ADORION TO TWS PLAN IS A o VIOLATION Of SECTION 7209 c.IJHtaee cats atec OF THE HIM EDUCATION LAW. °D VGAJQM 4.>m COPIES OF THIS PLAN NOT _nUE 30�.14 AjagvNJTaw E1iCIIfFR'S INKED SEMI. O[7 !�A'1"TOtJ OR EMBOSSED SEAL SMALL NOT 13E CONSIDERED TO ` BE A V1A1D TRUE COPY. f1xam LAt»D aI _ bMAU_ OAK. =7VIJ ROBERT WBRONZINO WAOULDlufa a LA& vzxm a I zli - wo l�Lti1� [r Z / `�LJ�iL! 1 - � t tr vw to w2a PpOcEsvOwl,,f �NCCP' ��1 I NFW PKF5 fA4 f N Nod" 7015 w , OAP QKD MDR SCAM' AS NOTED ui 1�1 DATA I L S h'1A Z STEP DOW GTIOt�.S _ DATE' 10109/03 x ow AmC.ALC Z. DRAWING N U c/ec�.P.o;«1s\2on3 o � I�so soFt ITS --. Ex;; � ►.lo �FFITs �� , - ' � a CAOWIJ MOt�LOIAIG CRO�IAI MOU�.DING �J N Liam, ALL e-� LEVGL I031� W ( � MA �-(l WG.W, LIa•• L-ma W DOW W ORAtT a *S c ..-' I ._d D1�11. 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