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29678-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31138 Date: 08/26/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1125 GARDINERS LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 8 Lot 46 Subdivision Filed Map No_ Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 24, 2003 pursuant to which Building Permit No. 29678-Z dated AUGUST 27, 2003 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 ONE CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to BMA CONSTRUCTION CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0019 07/25/05 ELECTRICAL CERTIFICATE NO. 91831C 06/21/05 PLUMBERS CERTIFICATION DATED 05/11/05 HI-TEC PLUMBING & HEATING Authorized Signature Rev. 1/81 "7o 7 iForm No.6 - TOWN OF SOUTHOLD 1G 2 5 2005 BUILDING DEPARTMENT TOWN HALL 765-1802 -- - --t�PPLICATION FOR CERTIFICATE OF OCCUPANCI This application must be filled in by typewriter or ink and subnnitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2%10 of 1°,o 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-existiug" laud uses: L 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 -Nein dwelling $25.00, Additions to dwelling $25).00, Alterations to dwelling $25.00, Swinurung 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 $15.0(1, Commercial $15.0() Date. _�1_'' New Construction: Old or Pre-existing Building: (check one.) Location of Property: (2p( N t� I_)L1-,C (l C C o House No. Street Hamlet Owner or Owners of Property: .-_�_a__� ( _ Suffolk County'tax Map No 1000, Section �:7 Block_. _ 1_ot Subdivision Filed Nlap. _._ Lot: i PemnitNo. _- - - - ate-of_Peruit.-- - -:applicant:="� yy 6A - ((_)fiat >r Health Dept. Approval �_ Underwriters Approval: Planning Board Approval: — Request for: Temporary Certificate Final Certificate (check one) Fee Submitted: $ Applicant Signature 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. 29678 Z Date AUGUST 27, 2003 Permission is hereby granted to: BMA CONSTRUCTION CORP 225 STEWART AVE BETHPAGE,NY 11714 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE, & COVERED FRONT PORCH AS APPLIED FOR; FLOOD PMT INCLUDED at premises located at 1125 GARDINERS LA SOUTHOLD County Tax Map No. 473889 Section 070 Block 0008 Lot No. 046 pursuant to application dated JULY 24 , 2003 and approved by the Building Inspector to expire on FEBRUARY 27, 2005 . Fee $ 852 . 10 Authorized Signature ORIGINAL Rev. 5/8/02 f Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 6/21/2005 375 Dunton Avenue 91831C East Patchogue, New York 11772 (631)286-6642 Issued To: iV7 i7 Street: 1125 Gardiners Lane Village: Southold Zip: Town: Southold Section: Block: Lot: Contractor: East End Mechanical Co., Inc. i Lic. # 4881-E 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 Xi Residential Det. Garage X Attic ''X 2nd Floor X. Outdoor , ' Addition Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 32 45 40 8 1/30 Dishwasher WasherlAmps DryedAmps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 50 1/20 Furnace Oil Gals Circulators Smoke Detector Bell Transformer 1 X 3 5 1 Meter Amps Phase 11G/0H Jacuzzi Television CO Detector 1 200 1 XI 1/20 1 Bldg. Permit: v Other Equipment 1 200amp meter main / 1 200amp sub panel 1 garage door opener receptacle —�- Hugo S. sule i President Rough Inspection: 09/02/2004 Inspector: John McMahon III Final Inspection: 06/16/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ��o�g�►fF0(,��arn o � Town Hall, 53095 Main Road y Z Fax(516)765-1623 P. O. Box 1179 W- • Telephone(516)765-1602 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit No. �2, 4 7 ' Owner: () .yn , a - -please print) 0-561W ,A, 11 HI-TECH PWAIBING&HEATING ENT INC. Plumber: U�lt 700 MAIN R0. (please print) NVERHEAD,NY 11901 L 831-722MIS I certify that the solder used in the water supply system contains less than 2/10 of 18 lead. (Plu ers Sig a ure) Sworn to before me this onU't� day of 14— Notary Public, County RML I Ol1Nw: ozZ O ao�y F .S 0/jTq �r TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL A- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ����6� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING [ FINAL [ ] FIREPLACC/E & CHIMNEY [ ] FIRE SAFETY INSPECTION V 1 TMARKS: L f 3 ` f LU") DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ C_ -fo C DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [� ] NDATION 2ND [ ] INSULATION FRAMING [ ] FINAL FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION REMARKS:- DATE EMARKS:DATE © INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] 50UNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 8` S 0(cneeo" 41- 1 5T-1/6S cX A% Q�gwi o-F Ate , DATE 7 - INSPECTOR ( `' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [`I/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [-/(FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �P l�nJ,.c . r LGo� S /kf ,�L f�Cc2SS Wats 4-o 444 jz-_c fi-0040 5-4coS t/J� troA-t ( 1(N usr � 4f CstC„,�, Kt 4 DATE INSPECTOR *�-C . 765-1802 BUILDING DEPT. 'NSPECTION OUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES& CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` / r aly�OL, ell r zimil.-rC_ DATE INSPECT COMPLAINT REPORT #; NAME o ii J rc DATE -�' 15'D 3 5 TMDRESS t IS Lia, PHONE# HOW RECEIVED, TEL MAIL IN PERSON ✓ LOCATION OF COMPLAINT NATURE OF COMPLAINT 9,o n Ce%'r) a 6o a� L -f he, n r 61-led hl4 oaf �PD�JPYc'fiir . - 14- toct tele lcc?ar7 o n l�AS��nen c' ud2 �a e� •p2» f�ir� �ouJ- ASSIGNED TO / ! INSP. DATE REIMZAItKSS ACTION TA N ►� o FILE # (IF APPLICABLE) RE-INSP DATE Commonwealth Land Title - prance Company -185 Old Country Road, PO k419 Suite 2 Riverhead, NY 11901-0203 Phone: 6;y331-727-7#/7+6�0/ Fax: 631-727-7818 �LCommonwealth CONFIRMATION Title No.: RH80030742 Sales Rep: Applicant: BMA CONSTRUCTION CORP Date of Application: 03/26/03 Order Type: Informational Other BMA CONSTRUCTION CORP 225 STEWART AVENUE BETHPAGE, NY 11714 516-731-2241 Fax 516-731-2241 Record Owner (per applicant): BMA CONSTRUCTION CORP Premises: 1125 GARDINERS Lane, SOUTHOLD, NY 11971 District: 1000 Section: 070.00 Block: 08.00 Lot: 046.000 County: SUFFOLK T/0: SOUTHOLD TRANSACTION: Survey Instructions: Additional Searches Ordered: Notes: CONSENT TO FILE C&R WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN. THANK YOU. IF THIS IS A REFINANCE WITHIN TEN (10) YEARS, YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS. Confirmation F. No.: RH80030742 Commonwealth Land Title Insurance Company 185 Old Country Road, PO Box 419 Riverhead, NY 11901-0203 Phone: 631-727-7760 Fax: 631-727-7818 I 1-11, i r Commonwealth SINGLE AND SEPARATE SEARCH Effective Date: 02/25/03 Title No. RH80030742 Commonwealth Land Title Insurance Company DOES HEREBY CERTIFY TO: THE TOWN OF SOUTHOLD BMA CONSTRUCTION CORP 225 STEWART AVENUE BETHPAGE, NY 11714 THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 01/26/43 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to Twenty-five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: 1125 GARDINERS Lane, SOUTHOLD, NY 11971 District: 1000 Section: 070.00 Block: 08.00 Lot: 046.000 County: SUFFOLK T/O: SOUTHOLD Commonwea�lt�h Land Title Insurance Company we CATHARINE KING ASST. VP AND SR TITLE OFF Title Number: RH80030742 Dated: 02/25/03 Single and Separate Search TQ20015NY (07/00) FL- .10.: RH80030742 CHAIN OF TITLE FOR SUBJECT PREMISES District: 1000 Section: 070.00 Block: 08.00 Lot: 046.000 WELLS PHILLIPS DEED TO DATED: 03/29/1892 CHRISTOPHER LEICHT RECD: 04/25/1892 LIBER: 366 PAGE 442 EDITH T. LEICHT, EXECUTRIX OF THE ESTATE OF FREDERICK C. LEICHT, WHO DIED DEED 07/08/54 DATED: 03/01/61 SOUTHOLD DEVELOPMENT CORPORATION RECD: 03/01/61 LIBER: 4954 PAGE 148 SOUTHOLD DEVELOPMENT CORPORATION DEED TO DATED: 07/19/68 GIOVANNI HRONCICH AND LIBERATA HRONCICH, HIS WIFE REC'D: 09/03/68 LIBER: 6410 PAGE 385 GIOVANNI HRONCICH AND LIBERATA HRONCICH, HIS WIFE DEED TO DATED: 01/13/73 UGO SOCCOLI AND ADELE SOCCOLI, HIS WIFE RECD: 01/19./73 LIBER: 7327 PAGE 448 UGO SOCCOLI AND ADELE SOCCOLI DEED TO DATED: 06/27/02 BMA CONSTRUCTION CORP. RECD: 07/16/02 LIBER: 12197 PAGE 580 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 2nd day of April, BY lJ—Z— ��—2003. CATHARINE KING I - ASST. VP AND SR TITLE OFFI ` ROBERT .�FFGA Notary Public Notary Public,Stale of flew York ,Single and Separate Search Qualified In Suffolk Counly �- No.01-GA4K,1013 � >� Commissou Expire,Oct.31,__ F, 70.: RH80030742 CHAIN OF TITLE FOR ADJACENT PREMISES NORTH: District: 1000 Section: 070.00 Block: 08.00 Lot: 047.000 WELLS PHILLIPS DEED TO DATED: 03/29/1892 CHRISTOPHER LEICHT (CHRISTOPHER LEICHT DIED 08/25/53, LEAVING PROPERTY RECD: 04/25/1892 TO FREDERICK C. LEICHT LIBER: 366 PAGE 442 EDITH T. LEICHT, EXECUTRIX OF THE ESTATE OF FREDERICK C. LEICHT DEED TO DATED: 03/01/61 SOUTHOLD DEVELOPMENT CORPORATION RECD: 03/01/61 LIBER: 4954 PAGE 148 SOUTHOLD DEVELOPMENT CORPORATION DEED TO DATED: 01/21/64 WILLIAM B. SMITH RECD: 03/04/64 LIBER: 5508 PAGE 144 WILLIAM B. SMITH DEED TO DATED: 10/05/1968 JOHN SPICIJARIC AND HELEN SPICIJARIC, HIS WIFE RECD: 10/07/1968 LIBER: 6432 PAGE 96 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 2nd day of April, BY. ( �-.�1 .� 0.0.' ' (") 2003. CATHARINE KIN ! L'-% ASST. VP AND SR TITLE OFFYC Notary Public �6�ERFGA Holary Public,State of Rm Yolk Single and Separate Search OualiffedinSuffolk Counly No.01-GA4834048 Z-,ne) S Commfss on Ecpirv;Oct 31,_ ! Fi._ Ao.: RH80030742 CHAIN OF TITLE FOR ADJACENT PREMISES SOUTH: District: 1000 Section: 070.00 Block: 08.00 Lot: 010.023 ALICE ). DART DEED TO DATED: 01/26/43 ALFRED E. DART AND ALICE ). DART RECD: 02/10/43 LIBER: 2272 PAGE 496 ALICE ). DART DEED TO DATED: 09/22/95 EDWARD DART, AS TRUSTEE, UNDER THE TERMS OF A TRUST AGREEMENT RECD: 10/31/95 ENTITLED, "ALICE ). DART ASSET MANAGEMENT TRUST" DATED 08/08/95 LIBER: 11748 PAGE 122 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 2nd day of April, B : -2-003. CATHARINE KING ASST. VP AND SR TITLE OFFIC PC L . Notary Public Notary Public.Slate of Nm Yof& Qualified In Suffolk County Single and Separate Search No.01-GA4834040 � Commission Expires Oct.31�" , F No.: RH80030742 CHAIN OF TITLE FOR ADJACENT PREMISES EAST: District: 1000 Section: 070.00 Block: 08.00 Lot: 045.000 WELLS PHILLIPS DEED TO DATED: 03/29/1892 CHRISTOPHER LEICHT (CHRISTOPHER LEICHT DIED 08/25/53 LEAVING PROPERTY REC'D: 04/25/1892 TO FREDERICK C. LEICHT LIBER: 366 PAGE 442 EDITH T. LEICHT, EXECUTRIX OF THE ESTATE OF FREDERICK C. LEICHT DEED TO DATED: 03/01/61 SOUTHOLD DEVELOPMENT CORPORATION REC'D: 03/01/61 LIBER: 4954 PAGE 148 SOUTHOLD DEVELOPMENT CORPORATION DEED TO DATED: 01/21/64 WILLIAM B. SMITH RECD: 03/04/64 LIBER: 5508 PAGE 144 WILLIAM B. SMITH DEED TO DATED: 05/11/66 DOUGLAS W. DORBER AND KATHERINE J. DORBER, HIS WIFE RECD: 05/11/66 LIBER: 5955 PAGE 399 DOUGAS W. DORBER AND KATHERINE J. DORBER, HIS WIFE DEED TO DATED: 11/15/68 KENNETH TUTHILL GRATHWOHL, JR. RECD: 11/26/68 LIBER: 6462 PAGE 297 KENNETH TUTHILL GRATHWOHL, JR. DEED TO DATED: 10/16/92 KENNETH TUTHILL GRATHWOHL, JR. AND NANCY GRATHWOHL RECD: 01/22/94 LIBER: 11682 PAGE 277 Commonwealth Land Title Insurance Company Subscribed and Sworn to this 2nd day of April, BY:CIJ�- -k--h-�` /�, yam`' 2003.., CA7HARINE KING k ASST. VP AND SR TITLE OFFI GA Notary Public Notary Puugc,S;e Ybdt puaiffed In Suffolk County _ Single aid Separate Search tio.01-GA4834048 Commi;c�mFz.pire;GU 31,� N. .io.: RH80030742 KENNETH TUTHILL GRATHWOHL, JR. AND NANCY GRATHWOHL DEED TO DATED: 10/17/94 CAROLYN H. MCGLYNN AND KEVIN J. MCGLYNN RECD: 03/06/96 LIBER: 11765 PAGE 34 ARMAND ARAUGO, REFEREE DEED TO DATED: 08/09/00 FEDERAL NATIONAL MORTGAGE ASSOCIATION RECD: 12/19/00 LIBER: 12091 PAGE 561 FEDERAL NATIONAL MORTGAGE ASSOCIATION DEED TO DATED: 03/08/01 FRANK WALSH RECD: 04/04/01 LIBER: 12111 PAGE 538 FRANK WALSH DEED TO DATED: 09/24/01 GEORGE GEDNEY REC'D: 10/12/01 LIBER: 12146 PAGE 851 LAST DEED OF RECORD Commonwealth Land Title Insurance Company Subscribed and Sworn to this 2"tl day of April, 2003. CATHARINE KING ; ASST. VP AND SR TITLE OFFi R Notary Public Nola,Papl;c.,h!z of lbw Fai: . ®u . Suffolk Illy Single and Separate Search No.01-GA4314046 �� Commission pxpirra Oct 31,.__ Fi. .7o.: RH80030742 CHAIN OF TITLE FOR ADJACENT PREMISES WEST: GARDINERS LANE Commonwealth Land Title Insurance Company Subscribed and Sworn to this 2ntl day of April, BCCA 2003: -r CATHARINE KING cc ASST. VP AND SR TITLE O FF ER 5L r GA Notary Public Notary Public,State ofNvYoik Qualifiedln Suffolk _m Single and Separate Search No01-GAOIBi CDI11N55in Expir's Oct 37, -rd ENERGY CODE CALCULATIONS CHAPTER 5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: " /" o/ l e�;ly Per: ,Oe,,, Dated: // 2-ILO L DESIGN CODE DESIGN CODE SUBSYSTEM AREA ,,R♦„ "U" UA UA Exterior Walls 2 yp 1 O . /U3 'f6 0.14 32„3, 2/ 33 6 JY Ceiling Roofis 03 03 a 0.031 ,ts v S' �f�• f Floor Over Unheated Space 1 SU3 p, v s 0.05 -71, 15- 7,5-, 6 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: Y�.WSJ YS7 ,8 B Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems, Duct Systems, Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 t of NEW r To the best of my knowledge, " W belief, & professional judgement, i these plans are in compliance "m, 032254.1 with the code. 90fESS100 � TOWN OF SOUTHOLD PROPERTY RECORD CARD ? STREET- STREET zJ VILLAGE DIST. SUB. LOT jne 0&0 JOCCOLI �n w F `�✓ ' 'i'- / r: 'd" :.r �c�' � �Gtr✓5� .t�,J i'l�x.� FORMER OWNER N E ACR. S W TYPE OF BUILDING 2ES. SEAS. VL. a/ FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3o- 3 0--0 000, 71i9 fU 0 0 7' Z7 z-L z197ssa Soccol1' -A SMA l'�yasts�doa AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 tillable 2 Tillable 3 Voodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD louse Plot DEPTH BULKHEAD -otal DOCK ' 171 1 1 • ;Y' • 1 Y � • 1 171 FOUNDATION (IST) If A 1 1A • 1 � r s INSULATION• ;x• STATE ENKRGY CODE OVa .0 V¢ Jas na.au . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . .. . . . . . . . TOWN HAIL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: 3/- / CALL .r/¢� Z / Emnined...........gFd�r/�/'..�. if dqvV3 ^ MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved............-Ca7, fs vw3 Permit No. ..d J..C- / ................................... Disapproveda/c ..................�.............. .............................------ 7. ... ... �..:.. �C s - b6 c ........... (Building Inspector) - APPLICATION FOR BUILDING PERMIT Date. .��.: �i1L aY ?�XJj INSTRUCTIONS a. This application mist be completely filled in by typewriter or in ink and submitted to the Building Inspector vi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of of and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application my 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 permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS BMW MALE to the Building Department for the issuance of a Building Permit pursuant to the Building Tore Ordinance of the Tam of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, addition or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary i 'ons. (Signature of appl:c,.-It, or namf, if a corporation) .8>!l1r....fiAlt . (Mailing address of applicant) // -7/Y State d/wJhetherrapplicant is carerr, lessee, agent, architect, engineer, general tractor, electrician, plumber or builder 19&).t' ),CI ...�....�:.A.J.LA..S.�v:Y�:ZgY1- :ti.7hncv...r-t.xr:................................................... Name of owner of premises Q Art.. .x-:/4 8 A 39 ...... ................................ (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. .................... /I 1. Location of lad on which proposed work will be done. rgAo LlAle"4...,L A-.,.... ....................................................................................................................... House Number Street �Hamlet County Tax Map No. 1000 Section ....�..... Block .....a4k...... Lot ®rr.Jr... Subdivision ...........................�........ Filed Map No. ............... ITof6............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ..................yp�/y�' -N.j).......,.(/........................................ b. Intended nue and occupancy ......D:1..Qi...,Pn-/ ,1.� .....!-`tom �+ �........................... 3. Nature of work (check iwhicn applicable): New Building .......... Addition .......... Alteration ..... . . Repair ............ Removal ............. Demolition ............ Other Work - _-- ,(',/� (Description) 4. Estimated Cost ...../.0" 9VV...... fee ........................................ .. .. (to be paid on filing this application) 5. If duelling, number of dwelling units ............ Number of dwelling units on each floor . . . . . . . If garage, number of cars .......l.............................. 6. If business, commercial or mined occupancy, specify nature and extent of each type of use..... .... . . .... . . . . ... 7. Dimensions of existing structures, if any: Front...........'�.}}.... Rear ............... Depth . .. . . . . . . .. . . . Ileight ......................... Number of Stories ........[L........... Dimensions of sane structure with alterations or additions: Front ...,3r.1........ Rear .. . . ... . Depth .................... Height .................... Number of Stories ............... 8. Dimensions of entire new construction: Front .... M......... Rear ... ....... Depth ....-n•F-.... - Deight ......................... Nmber of Stories 9. Size of lot: Front ...�p(.•L:. .... Rear ...�„ ot .Q...... Depth �P.�F'.0. :-..>_f!�•-Sv 10. Date of Purchase ..................... Nave of roarer Owner .................................... .... 11. Tone or use district in which premises are situated .................................... ........ .... ....... .... ... 12. Does proposed construction violate any zoning law, ordinance or regulation: ....../LI'z)........... . 13. Will lot be regraded .................... Will excess fill be removed from pr .sea: YES QxU,- a 24 14. Names of Owner of Pr®ises�.�''G'cOc,�2, eefL� I"/.��ress �. �24!�. -(l:miY-:....... Phone Sr6 r�'S.r•""f�. Name of Architect .................................... Address ....... ...r...Jr. ...... Nnre No. - ---------- . r�y1 n (1 Name of Contractor .C.l,,gy�pp 41N Q eG.�..................... Address ... !J, . .. R ...............Phone 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO .......... *IF YES, SOUTI D TOM TRUSIMS PM-ffT My RE 1ZEQLIIIED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and inrlicai.- whether interior or corner lot. STAID Or NW rYOW, SS Lf- .......................being duly sworn, deposes and says that he is throe applicant (Nave of individual signing contract) above rimed, OAITVIk 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 IIIP this application; that all statements contained in this application are true to the test of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Scorn L before are this �m y of ... ....7. .....`19. �- Not Rnbl uc .. .... cry -M�TiPlA-Ivt$OfifO'------ - � .... NOTARY PUBLIC, State of New York No.01806020932 (Signature of Applicant) Qualified in Suffolk Count, Term Expires to=, rh 2. ?r 7 , -� l nwn H;rll, S-1lIV� r~ P•Ium • ,; 1�i-j'�I T. TERRY :r rr r P.O. ( ox 1 171 1-OWN CLERK t':`�rr - Srwllrrilrl. Nc%k 1 rrrk I I l .✓ ( Lf . (S 1(rl 765- , I,Ecisrw or MAI,sTATlsllcs Off- 1 R_l MARRIAGF OF'F'ICER - , ,/01 .�`� Tcicrhunc l5Ih1 7(r5.1} RECORDS MANAGEMENT OFFICER I FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)) . DI i • BL.JV. OCf T. ' TOWN OF SOU-MOLD Judith T. Terry Southold Town Clerk August 25 , 1993 .f ' APPLICATION w PAGE t of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be titled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and sien): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein- 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fuifill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMEj*1TS TO _ THIS APPLICATION ARE,TO THE BEST OF MY O GE,TRUE AND ACCURATE. (APPLICANTS SIGNATUR DATE '_ ECT 2: PROPOSED DEYUQPMENT(To be completed v APPLI NAME ADDRESS.29f APP CANT JACrf�n� # CLCA 7 BUILDER 607 - JL-0, 63i �6f 2 aG� ENGINEER_ PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily ideatify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known.landmark. A sketch attached to this application showing the project location would be helpful. FDP(93) A APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ,ACTIVITY STRUCTURE TYPE QI New Structure W/Residential (1-4 Family) • Addition O Residential (More than 4 Family) ❑ Alteration O Moo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition— P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. O Yes) ESTIMATED COST OF PROJECT S �2 .u-0-Q B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) Jr O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) 0 Individual Water or Sewer System O Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LO AL ADN INISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development- 0 Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). • ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is.` Fl. NGVD (MSL) O Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated O See Section 4 for addition I instructions. �y SIG DATE APPLICATION # PAGE ] OF 4 SE I N 4: ADDITI NAL INFORMATION RE UI RED To he c m letcd by LOCAL ADMINISTRATOR The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specificatipns,including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below Che first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 10o-year flood elevations if they are not otherwise available). ❑ Platys showing the anent of watercourse relocation and/or landform alterations. ❑Top of new fill elevation Ft. NGVD (MSL). 'J ❑ Floodproofing protection level (non-residential only) fte NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in.Lny increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTIONS PERMIT DETERMINATION (To be completed by LOCAL AD1`4I-MI'RATORI I have determined that the proposed activity. A.❑ Is 1 B.❑ Is not in conformance with provisions of Local Law # . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A 15 checked, the Local Administrator may issue a Development Permit upon payment of designated fee. p may If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant y revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. 1 APPLICATION # PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: Appeals Board Decision --- Approved? O Yes O No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built)Elevation of the top of the lowest floor, including basement an Coastal tal Hirth Hazard Gasbottom of lowest structural member of the lowest floor, excluding piling and columns) is: NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATORI Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area ' TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EkISTING BUILDING ❑ VACANT LAND •' THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_1 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC (93) 12I T�1i1tT('t n �n�►�r Y� T')P-x rr T~ZVr 1 LLN- Applicant/ �J V 11�1X 11 y V' 'l� l�Z: Applicant/ /3 /4,14 � Date. 7 Owners Name: �� �i Reviewed: '� 3 Architect/ Date 'Engineer: Submitted: 7 SCTM #: District: I 0 Section: _7 0 131ock: _� [,ot: Prrrjecl Subdivision Location: �h-� Gtr f� r_ Name: - Siri&le & separate Required certification: (Yes/No) Req. Q Rc / UoingDistric(: 11,01size: _ ( .naval: �'4 1 (Lot coverage I'rop�eC Rey. z(_ —f r Rey J / r Rey (f=ront Pardf�Proposed: ) [Side Yard �` 3 Proposed: `� [Rear Yard I'roposrd Project Description: A, /d C-20_�Id Ai�ENCVJVERMITS Permit RF,QUIRED FOR REVIEW N.A. NO YES/ Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval:/ _ Town Planning Board approval: Flood Plane Elevation??? Flood Zone: Notes: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B e---- Weathering: Severe Frost Depth:36" Ter 'te: -H Dee*Y-S A� Design Temp: 11_ Ice Shield Un erl :YES �d Hazards: USE/OCCUPANCY CLASSIFICATION: c/ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N / DESIGN LOAD CALCULATIONS: Y/N✓ LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N/ LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N/ TRUSS DESIGN: Y/N /A CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/21/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Petikas,Theodore 225 Stewart Ave Bethpage, NY Clerk ID: LINDAC Internal ID:75348 5URVEY OF LOT 24 5EPTIG DETAIL MAI �Piy�1�OF(��FAIIRVIEN PARK, 5EGTION I n°t t° 5` ND N " 51 1 VI 1 L: WV 1 e kVD Dra0osa0 % DrW.a C TQO� �WN: I YYSOUTHOLD _6 5 a,. W L OLID �./�./�/I vl1 1 , nye., eatiair. tto- - [aver i5.6 5.6 � I in 0 f 5 ] 1000 Del ®® 'eac 5 0 sept Par IS sar TODD IEDDYtCIt tank i/a Par ft ��� J I SURVEYED 12-26-01 e' ee f/d Der 1 AMENDED 03-19-02 air. 2' SUFFOLK COUNTY TAX ae0arati0n , ground rater _..- , 1000-70-b-46 -- Test Hole CERTIFIED TO: DWELLING BMA GON5TRUC-TION 8-27-OI T LV OL SUFFOLK GOUNTY HEALTH DEPT. ®� LOT f 5 NUMBER RIO - 02 - 0019 25 sssnoa: e.e sM 22 2 5' ryp vale DWELLING - S/Ocf5011F, DWELLING Fre sw O'.GL J G ce e .D I � Lw oo wm _ 164.88' s� 4.4' _ t-: LL oe CHAIN LINK FEND �WW t'x�_ FETAL FENC ••l = - osN y m II iOLlt COUNTY DEPARTMENT OF HEALTH SERVICES --- - ftRM1T FOR APPROVAL OF CONSTRUCTION FOR A °'M sw e: _5 �` _ z w Fire PROPosED VE Y — _ SINGLE FAMILY RESIDENCE ONLY D Lu _RI _ _ li j Q' i I N 0 sow �i oLu 3 6 1 a w LOT Are R 2 O 4 r , I / 1 (y 2 w � r APPROVED --fL' o ging cast iron o` FOR MAXIMUM OF BEDROOMS cesapool= / -r c_.er/ T 71' o gratle i EXPIRES THREE YEAR) FROM DAT E OF APPROVAL 200 S dr 4\q1 P w Y 0 N;. _ w ce oo.; LOT t Ljc, r ct p 9 3 23 t CZV-k 1-4 AaAt� VACANT z /, j — _- - bS � DWELLING i 10 6�0EpZZ� '� ca -_ E per owner NOTES: 0 MONUMENT FOUND 7 011'30"W 0 PIPE FOUND 160',30 O BOLT FOUND . VACANT AREA = 21,504 5F OR 0.49 AGRE5 r' F ALICE L DAR AND OW OR FORMERLY PROPERTY ZONE R-40 MON-CONFORMING) T A55ET MANA 6EME"IT TRUST P0`t� 09 FEMA FLOOD ZONE MAP 3610360166 G t9 m, FLOOD ZONE AE (EL 8) * JOHN C. EHLERS LAND SURVEYOR 50 G.Y. OF GLEAN FILL REQUIRED ' �0 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 I' 3RAPHIG 5GALE 1"= 30' "' ^ 2 P�� RIVERHEAD,N.Y. 11901 V _ - � 369-8288 Fax 369-8287 REF.-\\IIp server\d\PROS\01-314.pro 15URVEY OF LOT 24 MAP OE F,4IRYIEIN PAPK, 5EGTIOH I " SITUATE: 50UTHOLD E TOWN: SOUTHOLD w 5UF-FOLK COMM NY ®' I S SURVEYED I2-26-01 j AMENDED 03-19-02, 09-20-03 I FOUNDATION LOCATION 04-26-04, SLAB EL. ADDED 06-03-04, FINAL SURVEY 0-7-II-2005 SUFFOLK COUNTY TAX u 1000-10-8-46 LOT GERTIFIED TO: 25 LOT BMA GON5TRUGTION l 22 SUFFOLK COUNTY HEALTH DEPT. n S78°22'50 E NUMBER RIO - 02 - 00I9 � � LIEOGE 164.88' u aFE GH IN LINK FENGE M T L FEND jl N ry T- o LOT aO I 2 St 24 0 r s y en ? Frame House 9 m -- d Garae w N'P 'etl g I �l O IPao-eo O% M S.T. ` 0 c W M �s;- L.P. LOT L.P.OCO OI�I � r z NOTES: w 7�i !' C MONUMENT FOUND IV77�11'30��W PIPE FOUND 168.38' ° O BOLT FOUND I p„ LAND N ALICE OW OR FORMERLY OF J DART ASSET , MANAGEMENT T RU ST I AREA = 21,504 SF OR 0.49 ACRES JOHN C. EHLERS LANDSURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 II' GRAPHIG 5GALE 1"= 30' RIVERHEAD,N.Y. 11901 p S\O1-314.pr0 — -- 369-8288 Fax 369-8287 REF.- serve i 5UR1lEY OF LOT 24 MAP OF FAIRVIEW PARK, SECTION 1 � N SITUATE: 50UTH0LD TOlNN: 50UTHOLD w E SUFFOLK COUNTY, NY I s SURVEYED 12-26-01 AMENDED 03-19-02, 09-20-03 - FOUNDATION LOCATION 04-26-�4, SLAB EL. ADDED 0(9-03-04 1. I . 1 SUFFOLK COUNTY TAX u I. Q 2004 1000-10-5-46 LLTc LOT CERTIFIED TO: L .__ -_ ,1 I 25 LOT BMA CONSTRUCTION 22 SUFFOLK COUNTY HEALTH DEPT. 578�2 NUMBER RIO - 02 - 0019 J 'SU"EE v, �E�GE 164.88' I FE • o � oaN GH IN LINK I FENCE META L FENG GQ i � I� osN n i I I � 1 i w N 40' >I a; o OQ n Concrete C Foundation N LOT M o j EL= 10' m 24 '~ SLAB EL= g' --- — _ 24' — 46 �4' M D a LOT lJ7 0C23 .w4 NOTES: 7�� �� OF Ntw {- • MONUMENT FOUND N7701 X701 I P. y4,Po� C. p PIPE FOUND 168.38' 0 BOLT FOUND -1...F., fl—Lo AREA = 21,504 5F OR 0.49 AGRES r DavaNa �aa,.e,.,e,ot; PROPERTY ZONE R-40 MON-CONFORMING) ALICE -J DARN O ASSETMANAGEMENT of MANAGEMENT TRUST CII om�x ND go.A..M,.- I� �ieogm'H ae iarc,ng m`�Gt�cins FEMA FLOOD ZONE MAP 36103GOIbb G �.1-0�It d FLOOD ZONE AE (EL 6) 50 G.Y. OF GLEAN FILL REQUIRED JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 5RAPHIG 5GALE 1"= 30' RIVERHEAD,N.Y. 11901 i 369-8288 Fax 369-8287 REF.-\\IIp server\d\PROS\O1-314.pro SURVEY OF LOT 24 MAP OF FAIRVIEW PARK, SEGTION I SITUATE: SOUTHOLD o E TOM- 50MIOLD w w SUFFOLK COUNTY, NY I s SURVEYED 12-26-01 AMENDED 03-IG-02, OGI-20-03 FOUNDATION LOCATION 04-26-04 SUFFOLK COUNTY TAX # j 1000-10-8-46 LOT CERTIFIED TO: 25 BMA CONSTRUCTION j LOT 22 SUFFOLK COUNTY HEALTH DEPT. j NUMBER RIO - 02 - 0019 j S78M950"E V�•/y/(�j ''yyam-q HE06E 164.88' Fe yy//���. j oea GH IN LINK FENCE METAL F NG r_Xj ,. os>r � I 140. I I I _ i 1 I f 1 I� r F AA •w I I SII 41' o n o u Concrete LOT en 1 i Found 24 ipta �I EZ 10' ry�I 24 S ----- ---- - -- 24' O th O a LOT c O23 � , M .-4 z � _ C42 NOTES: MONUMENT FOUND N770111130"w OF NEN, r O PIPE FOUND {„ O BOLT FOUND ��" *moi �.^ v AREA = 21,504 5F OR 0.49 ACRES y toll LAND N i ALICE J DARTOw OR FORMERLY OF PROPERTY ZONE R-40 (NON-GONFORMIN6) J>r' A55ET MANAGEMENT TRUST ~d' v✓a FEMA FLOOD ZONE MAP 3610360166 G Fp ILANDSJ `� _�_ ,�o,rs>„�,U-,�,,.,.,m,�FLOOD ZONE AE (EL 8) Ili 50 G.Y. OF GLEAN FILL REQUIRED JOHN C. EHLERS LAND SURVEYOR l GRAPHIC, 5GALE 1"= 30' 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 - - RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\01-314.pro SURVEY OF LOT 24 MAP OF FAIIRVIEN PARK, SEGTION 1 N SITUATE- SOUTHOLD W E TOWN: SOUTHOLD SUFFOLK COUNTY, NY _- SURVEYED 12-26-01 AMENDED'03-19-02, 09-20-03 CU C h FOUNDATIOWLOCATION 04-26-04, SLAB EL. ADDED 06-03-04, JUL 2 5 2005 FINAL SURVEY 0I-11-2005 > ! Oa4e iZ)Q-a1 - CIO-1q. SUFFOLK GOUNTY TAX >< ' . 1000-10-6-46 ' s. j GERTIFIED TO: L25 OT g BMA CONSTRUCTION LOT i SUFFOLK COUNTY HEALTH DEPT. fl ab5tite° U`'HSt�w!ftt9 + .. _ NUMBER RID - 02 - 0019 S7802295011E Eo�E 164.88' 1kn 03" CHAIN LINK FENCEMET FEND N9 I L M FE I O.IW N ' 1 O FI . LLI ,I LOT . a 2 Story 24 O F r 8 a Y me • r"I H $ I ,. e m yp 3°o-ao9a Lllo' 4 Garoea ---- - 2424 %- - • W 8Y-I----------- ----- M — M OS.fT.d 6J. , L.P..P.O p;m 'lull LOT s> M L.P. 233 1 p L.P. —� ° M M � O 0 T A z NOTES: MONUMENT FOUND N�7°11 '30°w ,°L�,. ° °° ,° 03 0 O PIPE FOUND °.�09. °..�.,. °, 168.3 8 �,. °.._,°,°r,.�, ° ..�. , O BOLT FOUND LAND NON OR x` ALIGE J DART A 5E FORMERLY OF ASSET MANAGEMENT TRUST AREA = 21,504 5F OR 0.49 AGRE5 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, 5GALE I"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\01-314.pro ME L „ i 3TfFE OF L EWINTO EE-ROM PLAW,WMIMNS..' - E'RI �- VIMMMA � �� P98MLOAD � IO' � � Paw '� �t 'I 00011 SCHEMEIL PAM ? . - - - E l IOADPhi"�EdILE PE 41 n I `- - - PEE tU' to i Wo toR I'm RUM 'I NII FLOOD"ZONE 1 Pwov bnsr�o� � i � � COMPLY WITH CHAPTER"46" BATE; a� 3 B.P.i 9 � A - FLOOD DAMAGE PREVENTION ZZ55 zIl 7`1,_ 2 SOUTHOLDTOWN CODE. FEE: . a� 0gy; _ aft - -F� "� �:� NOTIFY BUILDING b4 FORR 11 �I PLUMBER CERTIFICATION 7854E02 8 , TO 4 PM FOR M SEGQND F�QC$ ON LEAD CONTENT FOLLOWING IISPECTM]NS: CERTlFICATEO O I. FOUNDATKIN - TWO REQUIRED - - CU FOR POURED CONC�TE a I -'I F C PANCY R SOLDER USED IN WATER _ ¢. RPUG►I'- FRIiMNG,S KMi�' �i �� i � � �� p '- 7 SUPPLYSYSTEM CANNOT 3, INBULATIDN 4. FINAL • CONSTRUCTIDM Mw �. EXCEED 2/10 OF 1% LEAD.�' . . BE ATE FOR,W.ALL ai (,,SING �ousoFNEw D D' ALL EL,ir,JPNC WASTE YORK STATE NOT RESPON6IBLE FOR -- &WATER LINER NEED DEEM OR CON5IRUCTION ERRS' - 0.' n TES OVERmG DO NOT PROCEED WITH . FRAMING UNTIL SURVE �N OF FOUNDATION NEW HAS BEEN APPROVEco TI I CQ OOR z JSE IS UNLAWFULzWIT S CERTIFICATE g �afEaslDMh I - - OF OCCUPANCY ; II '-(y UNDEAWAIP?RS EAPRCA71 - REOUla W D i[OUIREW aF i T �P T I�MYOHf( A TCATIONO GAC ONNECT � . r EQUIRED ILI r J Fl Lt I i :PRON1�: ._, rI A - .. ^. - .. 1 .R•t. J II � jI j _ T PLATE —, LA u . SECOND FLOOR _ ° f co - _ -_ --- - - FIF,5T FLOOK yy� GPADE a - '' �r,- 40 tL/ ELF V AT-10 �I� -- - w 72� T O PLA FEUj LU LL Uj �- w e ON FLOOR � . � g Y + J _ n liM� RLY1 4 p l , - I _ 39-4 _ - -- -- -- T - - -- - 5-- 1 O.. 2'_8" I I 9i_0 2'-6 5 r2 _ _- vuj C00 01 39'-42 D�Z5 - o[ n 17 x � 9'-4 'I � � cc�VV uu 11 i I � I L- -, - - -� — -- - -- - _ N o - FOUNDATION - - - -- - - - - -- - - - - - -- - - -- - - I �l a r FOR 22X 16 SCREENED OPENING ,4 11 �t, FIREPLACE I TO ALLOW WATER FLOW I a N' P ' V _ 15Q.IN. PER 15Q.FT. OF 22X18 --_ b - FLOOR' AREA u 5CREE ED� r'p O OPENING I ---34.0 - — - - p I — I O 3" ZIP COLUMN5 W/ -- cy 2'-0"x2'-O"x 1 -0" POURED x - - I CONCRETE FOOTING _ pol I Z N 3 13 8'x9 I!2 8'_5" r i_ 8'-5" r o + -M-6 _1 L_ - -J' IL — J - -1 a ° I I z � n i U 1 v 4.0n .8.0u 2 6 z w 3- 1 /4"k9 I/ " LVL I uJ m L —1 1 J I h! NEYI 3'_4" �_4` 3= -I g'_2" 5'"2" 7 AE OVE a GARAGE - / b 0 I (UNEXCAVATED) I p a 3-2x4 1D CD N Q� N w cn P05T — w @1) I� c 4 CONCRETE o o � N f 51AB ON' GRADE = Q I x N o I Q y - (�GXG ME511 N N cu I Fp N GAUGE WIRE) m J52X CRE ED-�2x10FJ '@fi�, 16 � f f 1? L _ I�."O.C. PENINGG, —� LL - P-4 Q Tm� airesr-" ,x,14/ 0.1 �OfESS10H�� Gil SO OT eE 4'-0" -9;_0 4''-2" a x �_ x 8" FTG, 3' 0" u� U U-1= I COVER, TYP. - c _ z O 17-0l' 7; a N 22'"4" -- - i y - - - MUNDATION PLAN � T_ s,_4„-- �i �' 6 tg, a114"= 1 '-0" II c. 8 39_ , SIH 75sa ;P r z , 4.. ' t its - ao a zz Pa 'as.P - �+ - b t 8044''. t Y a Q4 i A' Ll 94 IfULB, TfIt^-2 O 6 6 z t a F aet -�oeP i :a az9 �'- _ P Il w i 4i - - - - fl � .f AMILY <2Nt: M1IpRN[NG RM roCt1 N >' VEN -- 29.3% LIGHT- � f m . VAULTEQ =2x4 2-2x4 - - / CEILING 2 2x4' P05T P05T POST ' N 2-2x4 3-016_2LL d - cv - - - P05T, FI.Usn(ursE 2-2x .4" - - - - -, qI 4� 4"x 9 4" 11 PAN KY p � m I . — p i DINING FM. 1 ,(k- -_ -u 6.3%a VENT 15.0% UGHT WEATHER _ 2-2x4 x 2-2x4 C1 STRIPPED P05T P05T _ �p DOOR p OL7?: �� gra. 2 a �� 4 <t � ILE z PO5 T i N zasn NSULAT A . . 2x6 FJ @ I P" O,C. IGi �� I B TT. DOO p T v f� ORtI` �; LI ;RM o f UL. �#"t 1 TBATT I O.O°k Y�NT v c� !IN, UL. 3 2x4' 14:2% LIGHT io a 2za Po57 P05T - _ _ _ 16' ? �� Flco l m l " O.G. irl w � wa,TYPEx p - - - _ N ptGwq 2- X4 ,i-3-2x6 ' Z �GARACE 2 YessoN �'ceiur�cS/ P T POST L - 2x12 PJ, , 161, O.C. ++ I /A�. . 51pE 1 ', pEGK O 1E OF uEWp W A , r 3 2x l p I El 2-I= 3Y4'k l- Tl o� GENERAL ¢TE 17 � ' j '. a `ALL MEACIER.S�'AEOVE WINq. 'WS AND' '2e . 4 7 -Q r _ �_L DOORS, 1 O f� . Or ,, •.' Q'L Vv1SE SPEGI=IEp. 11�R i,I T Lf3 F'1 ;�� a LLw%irara aw15*0 -rheO ANOM5EN 'r - !/4°. 'k'-t7° f ILRER 5J LEGT 5E)ZfES° �� . _ I •• �. ,. - 1 - - ROOF6ELow r 7-n x , a 9 391.4.1 . 4 35'-4" -4 17'-10" 1 7-,6' Lei i- o 4 T 6AH I- Cn .1,21-OIY 71-8" 21 II 'I 11_0.11 ^— `, 1� J .BEDDROOM#3 _I 5/D I 1 :O%a VENT Q N.N LG` cCf 20.2% UGHT 1 co 868 .N v • _ r; WALK-W HALF P ) CIOSEf' O S/D — WALLBoea _ 4x4 P S%D 4x4 P05T — TO RIDGE/ g , HB Q z - m a m 4x4 P'O — u O o ' TRAY CEILI G --� 4" = Cp w a. 11 6 �# -- w : MASLER'BDRpOM S,_211 _ 5=21--- N 1 I — BEDKOO #I 5EDROOM#2 Q4% I GLO. 1 1 .O% V N7 x N ,14.2% V NT x$RR 1 '" 1.5„7� LIC> I ” x61�R@ 20.2% LIGHT 25:9% LI HT 4-4 ,� 11 :C — - �x6' .t' 0 O G . I N _ F (, W 1 - ROOF BELOW (� IL _ of NEW I 1 1 11 - � 8-6 7 IO' S'� 5L-6" cE _ 22' 41 I _ _w. r I w - I i I 1 i r r I x: 2 IO RIDGE-• FA5TEWER.TYPE A , � 0. 2+� x LL - - - 1,2 N z U a >- ATTIC R-30 BATT. a ti a w INSUL. -FASTENER TYPE_ B T.O. PLATE 2x8 CJ@ 16"O C., x - T i T PA5T6NERTYPE B ALL TO ROOF VENT J / TENER USP L55H 179 � S t BATT. Ale J - � BEDROO 6 U M #2 BEDROOM #3 FASTENER U5P LSSH !79 2xcg 12 4 # 817 �MP� irrME t2@ ig 14 �R 21 BATT. c, S 3 / FASTENER TYPED FA5TENER w v �^ 3f— ' 2x8 FJ@ 12" OG. � � I ° L":'>.� o CdTI'D,FLDQR ZZ n / w 2-2x I O HDR. x - 2x8 FJ@ I6" O.C. / TYPE B M G to FA5TENER TYPE B FASTENER TYPED o Y $ OZ8 BOXED 4"x4" POST KITCHEN I '- _O.H, X n R 21 BATT. + Z v. / INSUAto L ¢ � .,✓p f'dRCH ;°' LIVING ROOM DINING' ROOM 2x 1-0 rJ@ I Q, O.C. FIRST FLOOR 2-_2 ' 10� FA5Tf=NER TYPE E F _ TENER 3-I EE ' a CCA IN - � 2x 2x I,D'LEDGER R- 19 BA11''. _ GRADE BOLTED@'t 6 SUL 3- 1 3/4"x9 1/Z" R- 1 9 BATT. 8" 'w -- VL INSUL O 1. a. 6'.SONO,TUBE— o W/ I ' 4".x [' 4' x 4" ZIP CDLUMN W1 112"x3 I/5"Z 0 O 112" STEEL TOP PLATE w` 8" FTG' 3-0" s COVER, TYP, PLO T r"1 A . CI I4.fN - �OPNEIC . . 3/8 1 CONCRETE fOOTINGS Z n W Y/oL - L7 'j I - - I 3 °` t a ---FA 1' EKR TYPE A N w 314'k9 tJ2" LVL c a i- -4a � aw 12 _ x K-30 BATT. RO- L* " LY INSUL. ,OP: RJDG —10 _ FASTENER TYPE 8 FA5TENER T%&E 5 ?ABL ENDE G VENT LLI It r2x8 ROOF RAFTER5Q"16"O. . C T.O'. PLATE cl R 2 I BATT.° _ 2x4 COLLAR TIES @48" O.C. v /' NSUL .- MASTER BEDROOM 1'/2 CDX PLYWOOD SHEATtNG �� i. . 15 LB. PELT MIN 2,35 LB.''ROOF'5HINGGES' / iCEILIrJG: ' 0 F G IDS , 1' S 2x6 CEILING JOISTS ® k&OO C , R 'SOBATi INSUL i/i- t724 GYP5UM'B'OARD " R= I BATT. . 0 WALL: 2x6 5TUD'�WALL @ I6 O.C.:' i/2" CDX PLYWOOD HOUplF WRAP ' 3/8"rO'AMBAMP I, VIN`{!I_,51DING p x 12. �J. 16" .0 �� FPST€ FSECOND FLOOR TYP R� I' G N R FASTENER TYPE, " -- FD W 6: I, UC. FLOOR, 51LL SE.�+L R- 1 'BATT TFRMIT! 5HIELD IN5 L 2x4 CCA ; U 2x8 FLOOR JOIS�T55Q 166 FLOOR � � � � � 50LID��EYLOC tNG" ���, �F9 CR 5 2xI O' O,C.-FIR,5 2 LAY0,5 OP ,/ " "O.0 AND I, ECONIJ TYP€'�(' FtRF� E BLOCK ANG N =wa R-f IQ 'BLO WSUL. i ING k WA 3/4" 51U CEI ! xs 13 LOOK' "9 € LS A-A � C-C B I DIN 5E I N5 E A O L G CT U , O A5 E N F A5 T€N€R TYPE € '— PAST FLOOF'c; i 4 OUR 51 -- P ED A55CAL LL . TYPI CONC LAB PMBLANCMORON 112901A. ' s" 6 PiSURE BOLT W WGM © R" OL Ifo" 51Li -GAaKET �iEnF Never GE j �0fss�ioH* tet.- � t0 � - - - -- -- - . I FASTENER TYPE A- 2x 10 RIDGE-- = 13/4"x 9, 1/2" LVLIt q oC� � R-30C BATT. INSUL. \ 3 w 2x6,CJ@ 1'6" OC. < v a r ?� 12 2x4 CT@ 48" OC. J ra v a w R-30C � L R-30 B ATT. INSUL.F TENER TYPE B a T.Q. PLATE x --- .__ r LL v ILL MASTER BATHROOM WALK-IN'CL05ET A5TER BEDROOM FASTS Bk USP tj55H 179 v =ice -R-21 BATT. ' =tw - IN5UL. R-,1 9_ BATT. F 12 ii - INSUL. -R-21 BATT. O IN5UL, FASTENER TYPE B ALIGN I FASTENER I SECOND FLOOR g 2x 12 FJ@ I G" OC. 0 OV€Rh / 2- 1 3/4'19 117/81 LVL,-- I LAYER OF 5/8" �" m + TYPE 'X' FIRECO LIVING ROOM BATH HALLCLO. G.W.B. ON GARAGE 40 CEILING, WALLS i0 R-2 ! BATT. 4 q FIRST I OR R713 BATT. 0 IN5UL FASTENER R 19B E E IN 4" POURED 1 UL. 2x I 0 FJg 16"©G.' CONCRETE 5LAB Z' ON GRAPE N Zlf COLUMN (6x6- 10/10 z GRAD[ W.W.M. ), O 8" PC FOUNDATIONWJ DAMP FO8" 'QF I. o 1501ATJON - V-4"x I ',4"x"b" POURED C-C' SECTION CONCRETE FOOTINGS SYOF NEWk J W - Lf Lo L r L < r - " - , -it - - ft C el AIX a ROOF BELOW _F cz - , cm ` yg 2x 10 RIDGE � - - � � � � p, zf"r�. _ w u iu cr If I �� �— I u I 2x8 2x8 { ROOF BELOW ., I 90 t- 1' pl- lit r $ _ tit tt - - i i�F _ Y T _Q . OR WIND-BORNE DF STRUO7UFtA4WOA wNarRcrEcnoNOF,mNe �e�conuvumwercFtfS PRQ7ECiION OR INN4"Vim Poorfmw asl ' �I• t.l,.N�S.� I ,y.. - 1 IT MULTJPLESECTIONASSEMBLv: 1N' F THICK BOLTS �— _ ,'.;' ' .NARtiOCME ',.�'. 51;4►" - ' 6 2S `'+28' 6a _ 69➢:tlNSll p" lift Sa " Ala "'23.2 .to" ', '_'., 20,- 4'S ,24.7 ..'412.0 .60 �4E01t2r'X,T^S 92" - - - O _ NA ROgNE' '2,81 463- to .. N6 . -', Y; .60 T1.ti 1#t7F11,1M"' . VANN" --,6,413, 1766 zd 4 ' _ Tp9d- 2a ���' M6 i"247 02.4 _ Sa •� SES 1M"X3�TX4 _ � '- 2 � '- AfPl51 AWNhVtS"' '�1: eau"' Tq. ^z5.6 ` 1 : � k'=U7�7A^.xin ��° '. _ � „ r 2a • 4 -247 { IT H 'C "CIRC 'lOF - to, ..26.6 79 ' '.1 Tro x3'-6112" I AR31� AWNING -9.3q 2.7(J is 4 26 @ :n29a '"3D. - YA-fir X 1.47 N2' 1 P56L DERMA SHIELD 1538 3240 ' 60 ': L 232 254 a9 - . NI 'TOBE+1�,t�4RSEN MU9RAOE �'. -, r 1i.• I Nu n3 PER E M1� trT s$F I aM U RErns Tbbs["i�oiil�rseasEOUP� W`�rct,0�i+1r�Ji 73h mq' . tslC w R �Lam 'T. '� 'trtAeL€SP° T' �- 1 niisn�ra:oRarr $EcsvnroNa' _ - I. WALLOP NF1gI----U WINDOWSAHDDOQRSS1UIL"gE P(30'IEC1E41SI (fHREM4VEA0yE 5ie ��,�,O BTR LPANELS'�-` + - W �IIA' DFC-0"' FA$YENERS FORSPAt�r&5J�{"',1"�0�6�PS�I gLL07c21%2-i�TYVOODBGREVJr OANVOIASTENE�tS' — 1 - - $P S I P TO D �L BE 2 7/7 JIlB ATI YG,TAKE 301. 1.R - i - - r 1 1 P ALIrNMIROLINE WIN�7WS MU67 USE " r � I I 11 1l2' HEgHT& ,L STOP IOR S700L)AND THE AOI71'ROH i'1F A,1I2 X 3l4 CP UP PAM$ILL STOP {SILL§T6PS ALA 1 iro - MEIGF 'AND AEOU 771E INS`lAUATION OF A SPECIAL 9ABFi UFfINCCr170ED/`�Jt1T{DPfPORADE 91L.L S?OPff) . F--LLVggeAt6eiDour 'Pan000prisr0H4vERPimGrwDE " ... f U�N'PS MUSTMEE'f Lei EMCEED THE LtININUM DESIGN PRESSURE REQUIRtp ANY MULL ED 1]019)t1WWET OR E)�EED DESY�ON�k' ES9URE REOUIh@bMU377RAN9�FER LOADS TO 711E R�7lIOH QRENIND SU09'f•F1ATE, /iLL E'7{IER(OR - _ o� "4GLAMb O MUS'TT"1,EETA' I E 1'896 TEST REGUSiEMENIS AS'PER NEW YDR_K YSTAIE RESID_ENML-CAN9TRUCTI(1N COpE.� "" . '� . I _PI'tERTQiIONHY6W.1`A_FOR ALIERPTVK QPENIf{DPRdlECT10N h.,_..- 1 __;,_�-' r__.1:.. HUTTER A88EM86Y' I'' - - „ A w NIT LLLJJI 4 qi ROOF FOR PANEL 8PAN8 0<N-0"WN)S SPAN � � � ROOF �.�_ TABLE 96064.4 r 2Wa2"APA SPAN-RATED 46/24 SHEATHING GRADE PLYWOOD,40VERLAPgROUND OPENING$4") _. .r - I.. USE"AC G[3AOE WJ 2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.`: LABEL AOC IN TO LOCATION '' _ . . - �� ! - .' - ATTIC �ASSEMBLK;; ' - AT1'AGttlttlC $714UCT{jR41CARNELFASTEN TQ BUIWING M'r Mc3"Y' 9WERS}GALVMI(2EOOR .- `� _� -� —.�� _ . . 4 1iR t1/� wtlrz 11H' 11N GREW 40"OG OR 1114 - ,-� ' STAINIIESS'STEEL WOOCf.SBETTER t v _ )kTO ALTT(aE NUTSATT:ACSHSO TO'BLO¢.`vlaloft iii jWiw , HERs)MACrHINE BO . - - SHOWER. $H WEN. VIBRATIOM`RESISTANYANCHORS HAIVINIGAMININIFINIWITMDRAWLL CAPACITY O!<''490I�, T ., ._--C,OI 't u+ a +, o tar. EDOND,FLOOR WHOESOFIEWSATI'TGH MA$ _ _ UTIL121NG - s, I c:OI SNUTTERASgmaLY: . - �I - - ' MYTCHEN J _ _ - FOR RAINO A OR Lu $PB,CIF CATIONS ANS EPENi�GAL TO,O k,4'-C"SPAN. I' — F.A.I. ' ivh °,trz, °uN T , ,� � - � - - D.w.� [� NOTE ADDITIONS: - STRONG-BACKS 24"OG 2 S ST - q FIRST FLOOR r > BLE PLY1{W00 TO 2K4 8:' _ - - TEEL 'ASSEiyiSLV h 9 PRfiASBHM .. J11Dx8 (W7 WASHERS)GA4VINIT+-kb OR,4T - _ iosDF Foy4tnuNrn - WOOD AIMLESS& s � G.1 BERVICi3 hPPROVF.p" .' !N9aD6TR�a.RIMLPAtus. AMM'tMtIM._,Y' fR6 $IDPFm711R'!I,gIMgA4i'(+ANEfI,'1IMPJtN9FL'-0"- BASEMENT ' _ �� SEVER 41N6 'SHAU.Ot P, )INRIetlFd gP,ENIN6 PR41r1N 1W"Sm—' M7IMQS:P LR - }11uU-aie,P� xt�� Rdi�aoer;�Na6wtP.�A' At�eNfwl� R6`�Aaum"`�eq 44 ....,._..e "'. TL 16t Q >i< I: - _ - SLOPE' 1/4"PBR FOOT PITCM TO — EpF NEW P "i DgIRtl1i WKt 6 FCR r, _...� 'I" .Q ' IH. - 4'IORAti?AYAI,3` - R PAT!16L�t;44i ' F p /^''± f e/� �'"1����//r,��L p�t � � '^ ' /�fLUMB'I'NG QI!`1V'i'AF11f1, *322 i NTS,kz C7 .•, - - s i - - - I To 41 Tl _ t... j e r,. GENERAL. GENERAL CONSTRUCTION NOTES NOTES _ _.______ (NAILING SCHEDULE - 1.The information on this set of construction documents Is to relate basic design 1.All,walls,2x4 and 24,to be stud grade or better 16"o/c. All other framing material -- - - - - -- -- - - --- - - - - - j Intent and framing details. The are Intended as a construction old,not a substitute to be s2 dou las fir of better ;ismsTABLE s 1, INCLUDING 3.3 AND S 9 They 9 TABS BBC HIGH WIND EO3 ON WOOD FRAME CONSTRUCTION MANUAL - - ' state buildingcodes. The general contractor Is responsible for providing standard 2.AIII - - -- - - - - - -_ for generally accepted good building Practice and compliance wAh current New York - g p p g wood framing in contact with concrete or masonry to be pressure treated. � construction details and procedures to ensure a professionally finished, structurally JOINT DESCRIPTION NAIL OUALRY NAIL SPACING I sound,and weatherproof completed product 3. Provide double floorjoists under all walls parallel to floorjoist span direction unless - - - _ _ __. _ ___ _._ _ __ 2.General Contractor to coordinate all sub COnVOCIOB,scheduling of work,and otherwise specified. PLAFE OMTOP PLATE _ `TOE NAILED _ a-0"WALL 34d PER RAFTER - Pe interaction between trades. lumbo vide x-brecng or solid blocking at a maximum of 8'-6"o/c for all dimensional _ - __ +o-1- WALL.4ad_- - PR RAP7ER_ _ _ ._ __;_ _ oche 4. Provide or floor joists. CEILING JOISTTO TOP PLATE ;TOE NAILED 8-0`WALL 3Ad _PER JOIST m 104"WALL.4,8d PERJOIST_. _ 3.The meets or exceeds current federal,state,end local codes`ordinances and're regulators, 5. Flo CEILING JOIST TO PARALLEL RAFTER 1 __ -'-" 9 P 9 IFACE NAILED SEE TABLE 3 7 EACH LAP - of g or construction:Y."tongue end groove plywood 9Ubfl00f. FmlehBtl material to be CEILING JOIST LAPS OVER PARTITIONS IFACE NAILED _ _ SEE TABLE-3.7 -_ EACH LAP_ - - - LL' etc. These codes are to be considered as part of the specifications for this building applied over subfioor. Glue and screw plywood decking to floor joists. COLLAR TIE TG RAFTER TACE NAILED " _ SEE TABLE 3.d PER TIE and should be adhered to even if they are In variance with the plan 6.AII''wintlow and door headers to he minimum 2 2x10 unless otherwise - BLOCKING-To RAFTER 'ioE wTa6D _ -s-qd-- "--- _-_ EACH eia0 4. Dimensions shall take precedent over scale drawings do not Scale drawings). All Ing O ise specified. RIM BOARD TO RAFTER _ SENO NAILED - _ 2-16d EACH END P 9 ( Lector headers to he(2)2X10 u0to59 Otherwise 9POolfietl. WALL FRAMING _ _.___ATE -_ I,.-;IFA _ "Ltd- _.. _ _ - - - -_ ____,_ 5.The designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all bearing walls. TTOOP pt-AAtu ATop RITE AECTIONS PACE NAILEDSTUD TO STUD IFACE NAILED- 4 16d JOINTS OEACH SIDE 11 responsibility for construction coordinating with these plans, nor responsibility for preG0Utl009 and programs -16d- 241"01C constniction mans, �0 connection with the work Tuences,orhere areuno warranties, or for s Of a 8.All,beams to have adequate heBMg at each and of a9 Specified. HEADER TO HEADER - FACE NAILED _-_ ?led 16 O/C ALONG EDGE§. specific use expressed or implied in the use of these plans. 9.All�flush beam and joist Intersections to have galvanized hangers. TOP GR BOTTOM LATE TO STUD _ END NAKED 2 16tl PER 2x4 STUD - . __ _ _ _ _ ._ _ _ _ - 7-164 -. _.-PER2X4STUD 6. Refer to floor plans,exterior elevations,and window schedule for es and sizes of 10.T 0 types Typical exterior and root to be sheathed with exterior trete plywood or ..__ . __. _ . _ - _ ._ ,- . _ _ __ _ _ �-1st _ _ _ PER 271E STUD_ ��- O head OSB plywood,group 1,APA rated. Plywood to span over all plates and BOTTOM PLATE TO FLOOR JOIST, "- _ - '�- - -._ _ " - _- -- - --- UL windows. All windows to be Andersen high p quality p q BANDJOIST,END JOIST, OR BLOCKING IFACE NAILED 2-16d '- PER FOOT LU g 11. Pers. - - - __ - .- _ __ - _ - .. _ ., - _ ... _ .. _ - _ _ ___ . - N 7 Door and window headers to align unless otherwise noted. FLOOR or proved equal. 7/16 FLOOR FRAMING _ _ _ _ _ _ _ _ __ __ _ __ __ _ 0 )r. Yovlde insulation baffles at save vents between rafters JOIST TO SILL,TOP PLATE_,OR GIRDER TOE NAILED Aad _ PER JOIST_ _ p DP BRIDGING TD JOIST _ TOE NAILED - _2-ed __- EACH END _ _ _ construction meets or exceeds all manufacturers specifications and applicable Codes. 12.Exterior flashing to be correctly installed at all connections between roofs,Wella, BLOCKING TO JOIST � � TOE NAILED_ _ � 24d _ ___ EACH END� � � �� � � �- W � B.General contractor Is to ensure that mason and prefabricated fireplace _ _ chimneys, projections,and penetrations as required by approved construclkin BLOCKING TO SILL OR TOP PLATE 'TOE NAILED _ 3-16d _ EACH BLOCK_ _ _ __ _ _ 9.General controotor to consult and Coordinate with the owner and the plana for all practices. LEDGER STRIP TO BEAM _ -_;IFACE NAILED __ ___ 3-16d _ EACH J615T - - built in Items such as bookcases, shelving,pantry,Closets,etc. JOIST ON LEDGER TO BEA__M TOE NAILED_ __ _ 38tl _ PER JOIST General contractor to provide adequate attic ventilation and roof vents, BAND JOIST TO JOIST TEND NAILED 3-i6d PER JOIST _--- p 10.Provide hardwired smoke detectors,with battery backup,on all floors and in each BAND JOIBT TO SILL OR TOP PLATE IT . NAILED 2-i8d PER FOOT 1 13. bedroom,verify with local code requirements as per Section R317,New York State 14. Provide appropriate soffit ventilation at overhangs. Residential Construction Code. Install carbon monoxide detectors as per mtle. ROOF SHEATHING _ _ GENERAL PLUMBING NOTES STRUCTURAL PANELS 4'PERIMETER EDGE ZONE-1Q'O/C-6"AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable ode and _ _ _ _ ad PANEL FIELD _ p g safeh/requirements INTERIOR ZONE-Is'010 6"A - - __ . - -_ _ ad . .. TT IL SUPPORTS N THE PANEL 1. General COniraC[pr(0 teV10W lens,elevations,and details to determine Intended O0 heights of finished floor(s)above typical rade. 2. If Wall plates Or joists are cut during the Installation of plumbing fixtures or FOR ROOF SHEATHING WITHIN 4-0' OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4-0 ON EACH SIDE OF E ROOF PEAK,THE 4'-0 IL equipment provide bracing to to framing back together. Z EDGEPERIMETER ZONE ATTACHMENT R LU ARD 2.All footings t0 rest On undisturbed soil. GYPSUM WALARO EOUIREMENTS SHALL SE-USED. _ - - - GENERAL HVAC SYSTEM NOTES i m 3. Pmb" CEILING SHEATHING vitle' expansion joint material between all concrete slabs and abutting - - - - - -- - - -- - - - concrete or masonry wells occurring in exterior or unheated interior areas. I.Mechanical subcontractor is responsible for adhering to all applicable codes and _ _ec COOLERS T EDGE/fo•FIELD - polyethylene P regwremenh _ -_ - - - - .. I.- - . - -- -- - - _ " . _. - ¢ } In4.Concrete t 4"sand or gravel minimum, x6-10/10 r ba mesh reinforoin AC subcontractor to full coordinate all system date and requirements with the STRUCNRAL PANELS ad A EDGE MEDT-i8 O!P 6' AT PANEL EDGES AND 12^ - O Z safe WALL SHEATHING 9 9 Interior slabs to be placed on 6 mil stabilized va or barrier 2.HV y y _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD a ' equipment supplier, ad o RIORZONE-'TMD/C-6"ATPANELEOGESANDI2" Z t-- S. 5. Provide crawl space ventilation per local code requirements. _ _ ATINTERMEDIATE SUPPORTS IN THE PANEL FIELD 3. AC subcontractor to provide final System layout drawing and submit R to general FIBERBOARD PANELS _ 17/78' - _ -ad _ 3 EDGE/8 FIELD 6.General contractor to Install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. - -- _ ;25132 - -- - -8a _- 3 EDGE 16"FIELD _ - - _ _-__ LID between all wood surfaces that are exposed to concrete of masonry Surfaces. - GYPSUM WALLBOARD_ _ _ __ 5d COOLERS_ 7 EDGE!ib FIELD NEW CODE ad 4 EDGEZONE 16 O/C 8 AT PANEL EDGES AND 12" 7. Dampproof exterior of foundation with a bituminous waling as per code and soil p- _-- _ _-__ -_ - . ________ HARDBOARD - - - - AT INTERMEDIATE SUPPORTS N THE PANEL FIELD' conditions. GENERAL WIND PROTECTION CONNECTION NOTES _ I T INTERMEDIATE SUPPORTS N THE PANEL FIELD A atl INTERIOR ZONE-18'O/C-6"AT PANEL EDGES A141512" I Ada ted from Signifies for Hurricane Resistant Residential Constmcbon;SSTD 10-99 .. _ . -. _ - -- -and 1995 SBC High Wind Edition Wood Frame Construction FLOOR SHEATHING _ _ _ ___ _ _ GENERAL FLOOR PLAN NOTES Fasteners and Connectore for Wood From Construction __ _-_-SHEATHING PANELS . - _ - _.�i_ _. . .. - . .___ _ STRUCTURAL PANELS-VOR LESS - � 8d 8"EDGE/12"FIELD - 1. Dimensions shall take precedent over scale drawings(do not scale drawings) 1 A continuous load path between footings,foundations walls,floors,studs and roof Tape,float,and sand(3 Coats). 2. framing shell be provided. FRAME CONSTRUCTION MANUAL _ � CONSTRUCTIONIGHMANUAL LE 3.7- 2.All interior walls to be covered with'H'gypsum board with metal comer reinforcing. Standard Building Code,Tablie 2308 shall be nata)Ieddevices nl aCnot Included wNanCe WIM n mB 1995 SBC HIGH WIND EDITION WOOD I 11885 SBC HIGH WIND EDITION W000 FRAME fq other B g RAFTER SPACING 18 O/C ( RAFTER SPACING 16r'O/C'- - -i _- -- "-J W 3.Walls common to garage and house to have a layer of 6/8",fire rated gypsum board manufacturer's recommendations. - - - - - ZLU 120 mph FASTEST WINDSPEED _I at garage aide with 5'-0"return on adjacent walls and ceiling. Manufactured lumber - - - ROOF PITCH ROOF SPAN �' Z requires 2 layers of 5/8",fire rated gypsum board. 3.Meatal plates,connectors,straws,bolts,and nails exposed directly to the weather or ROOF ROOF NUMBER 12 20 2836 subject to sell comsion in metal areas,shall be stainless steel or hot dipped 312 5 B 11 14 4. PITCH SPAN ft OF NAILS re All bath ypsumiboard or wall file set wonderboard tree al.s to have water galvanized. ( I 4:12 4 5 8 11 z 11 ceilingsadjacent resistant q - - _ 412 _ -_ _ 12 _ - - -_. 3 5.12 3 5Ej 9 O 4.Where windows and dmrs interrupt wood provided at structural panel d bottom and siding, _ _ 20 _ .4 7 12 3 4 6 - fiaming anchors or connectors shall be provided at the tap and bottom of cripple _ 5 9'12 3 3 5DESIGN LOAD CALCULATIONS studs,header studs,and at least one stud at each aide of opening. _... _.. -_ ... . _ 2aB 2.72 3 3 4 W .- -.6- OF NEW , * �-+1 W , MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (191) 5.Ridge straps shall be attached to each pair of opposing rafters except where collar _ _ 32 _ _ -a }�.'I 0 1 SIOR BALCONIES 4� ut P 1rsx6 or 2x4 lumber is bested in upper third of attic space and attach to each pair 512 12 3 f� T Y0 UU l CE 9 ATTICS WITH STORAGE 40 rump ift connectors shall be provided at each rafter bearing - - 20 - - -A - - _ - - - v o f \�/ Y ODMS (OTHER THAN SLEEPING ROOMS 40 7. Floor to floor hold-downs to be provided every 48,and every 16'within 4'of exterior SLEEPING ROOMS ) 30 rs. _ -- _-- 7 G v A W D 6. 0 CCALCULATION ... _36- 7 W226s.1 �, WTERIA FOR CAL ULA ON OF DEAD LOAD mid Sill to Foundation Anchorage., Sill throe shall be 3°x 3rex to the foundation - S1? -" - - jg - ,- -- - 3 ESSI��� C AL I FMATERIALSFS NCD A.l. mu tof one anchor r bolts pow provided within 6 to 12 inches of each end of - 20 " - 7 anchor bolts havinga min.bolt s. hor ARCHITECTURAL GRAPHIC STANDARDS masonry aF one anchor loch shall be -_ - s minimum embedment 12 i cher of ID concrete/ 2a _ 5 shall be located within 12 inches of comers and at �_� 2a _ __� 5 ,h1,'�,,,r - " SNOW spaci g not exceeding 4 feet on center. 32 s 0 each f i . p GROUND SNOW LOAD 45 lbs -S-_-- -____----__ -_-___._... _-__--. .._ ._ - ._ - 36 - �7 71212:12_ _ 12 _ _ _ 2 I ' (J cu It SEISMIC THE S E NOTES ARE GENERAL CONSTRUCTTON NOTES. THEY ARE NOT - 2U - 4 _ - L� N 32 6 DESIGN CATEGORY B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED A8 - . --- -00 - _ p - 4 4 GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 28 _ 5 -� N6. -3 WIN (WIND SPEED 120 mph GENERAL CONTRACTOR BEFORE CONSTRUCTION_ _ - REGI -,as EMrOSURE CATEGORY IS ' �----- -- -_. _ - 6 - " 4' ❑ 111 i I i f RIDGE RAFTER O I _ USP RS76-RAT 2 1 I a . . KING STUDS RAFTER USp RRTIBAD (2)RT? 'HEADER U1iwRAT_2 TO�+PLA'F��mL f?. - TOPPI,A`.rE [_ --: U9P to"AT'1&�� . - �LISP,RT3 USPLBSHiiB USPRSlBRAT+12" - _ WALLSND ----_—' �I� WALL STUD I _ PP - O a wt OG�r WiHou , JACK STUDS ,-.-._ A LAEj�R/PJbWftAFltA W"CT- RAF'IEWPIA'I€.,, M 21" Z � - Cr 'R51&R 21 +L6SHtrS w � RIZ l PLA RSI@,R1@ A7 Ruht^T RIDf3E/t7AFT RwrcseT R,' •'RAFTER/ELAT B . RAfTER LAlE pLA7E%STUDC c - Rra HEADER/STUQ HERRERMACi� I 72 D KLPT400164M W Rgi&R.lir P'. LLMP@P LUUi v '� - F ANC 'VOLTS, G" -P05'P - + CR' - pA11;SE[6EB r POST! fSSR CSE SERIES T - - - - - - - PowC'_ x USrPCBE 1� P.Ca DOTING FLD WALL$*U6 IF -;rND FCGoRWACC STUD ' - - _ - 116-4 , 1$T.FLOOR WALT.STUD, ) 1ST:FLOOR WALL$TUD v/ - - - - - - - '- P306FLOOR PLATE 2DFDNPLA Suel�DOR -- G S7 ANCHOR Poq LMzU - - 1ST.PLOORPLATH --� 15T.FLOOR PLATE -- U i�iM'BOARO^----' - RIM BOARD. ! SUBFLOOR SUBFLOOR -- -,USP KLFTA - — USP 8516-R AT 38PUSP RS76441 AT 36"-- - USP W&R AT 16"--- IST. 6' —1ST.FLOORTOPPEATES-- 1ST FLOOR TOPPLATES'.-- RIMBOARD —•�-- _ RIM BOARD --•_- - � Q . - - - - DOUSES SILL PLATE--- - — OST — • DOUBLE SILL PLATE POST MP6F -1SMOOR WAIL STUD - - tsr FLOOR wALL BTUo - - FOUNDATION WALL I' � .y, aD � .� mr �{. Q ' - -- FOUNDATION WALL --- 'E3 .' Ul USP PAU app" ._ IaH,AFq�� _ P.0 FOOTING G! IEQ 'OC)R ;FL R E : TW3JJPLA1t i ' E '. , STUDIPLuATE' PW E/SiL P T HOl9 oR c � l v i z I! BUILDING DEPARTMENT CRITERq 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N Y.S. { �W��) L I USE DWELLING.NIT-SECTION 310-3102 "i � - 2 HEIGHT 27,<" lTy' FIRE AREA(eQ 12451NEW FIRST FLOOR CONSTRUCTION I 1085 NEW SECOND FLOOR CONSTRUCTION 2330 TOTAL 3B5 NEW GARAGE CONSTRUCTION z! 2715 TOTAL 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION =1 1 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 WFCM HIGH WIND EDITION 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS B DESIGN LOAD CALCULATIONS PAGE 11 7 WINDOW AND DOOR SCHEDULE PAGE 10 8 LOAD PATH SEE SECTIO NB PAGES 8, 7, S B I� ---- 9 NAILING SCHEDULE PAGE 11 10 EGRESS SEE FLOOR PLgNS L' 11 PLUMBING RISER DIAGRAM PAGE 10 T.O. P TE SEE FLOOR PLANS 12 FIRE PROTECTION 13 TRUSS DESIGN DRAWINGS N/A —� - _ ERGY CALCULATIONS ATTACHED - 0j � 14 EN 0I0 I I II a a II � SECOND FLOOP, T ijlli' ,IiI I FIRST FLOOR "T`, ;a O o — 9 O� O) � F P� ESSIOH C7 GRADE Awl 0 FRONT ELEVATION SCALE: 114" = P-011 12 7� T O. PLATE �'I IIF------, - - - - - - - - /� U) it LU 41 12— _ --� - - - Z SECOND FLOOR O � . Ir O � LL ` z Q 1 w I _ Q� O l cp I I Z Ih FIRST FLOOR — — — — — — — i i liN 7 LEFT SIDE ELEVATION I I CALF S I/4" - I — I III I 1 1 I Iol I x.11 a ' I TO.- PLATEr_,__.___ T I _ III lIi i I I SECOND FLOOR-- ( 10 T J � I ill II L I _ o FIR5T FLOOR___ a. - _-_ - - PLoGlEwyor� e z IN --�i ,� R • W M N1,'GRADE w - _- - --- w aaszsa-i �@ p } o0 ON OpwOFES5100o-�/ Z O Z t• REAR ELEVATION oo c 5CALE: i/411 = 1 -O.. - 2 w r-G.1 z LL 12 z O - - - — — _5-ECOND FLOOR.- -_ OJ � w z a - w JLJ Iii o D. D' RIGHT SIDE ELEVATION - - - - - - - - - - - - - - - - - - - - - - - -L SCALE: 1/4" = I '-O" 35-4 5-2l' 2-8" v 5-1011 --- in _ a o 39'-411 C = J SII I 6G—G- - 12'-2'. N211 91.411 ZL411 — --- i — 22X 18 SCREENED OPENING I FOUNDATION fo TO ALLOW WATER FLOW F REPLACE �t — 22X 18 I5Q.IN. PER 15Q.FT. OF SCREENED /QU FLOOR AREA D OPENING 34'-0 -�--- -I i 3" ZIP COLUMN W/ o 2'-0" X 2'-0" X 11.011 x P. - C. FOOTING N — -- -- n N N 31_011 ` _ it 1 1 11 1 811 3/4II x9 112" LVL f L - _ I oG II I � ( I z r a -. N w r, L w � 21 '- " co G81_p11 O N_ ---..— < Z O N I I 3- I %4"xT /2" LVL f - - o V I L z I I J L ---I I N I L - - - - -I - � - L---I -- - - - - - - 11 11 1 1 �' I ' -- -7.2 ---- -- 5-2--- ---- 9-2' F-- I 31.211 - -- 9-4---- - -,-3�-4" I CHI N I -- - ABO E 0U FV _ N 0 GARAGE Ili 3-2x4 = / (UNEXCAVATED) P05T I j -- W III .-u z 4" CONCRETE I I w x N x / SLAB ON GRADE N U N 22X18 m 1- J/ (GxG ME5H GAUGE WIRE) _ SOPENING 2x1611@ LL FES NPS/ W 'ail U I I B 5{� O p u I I 7 `° N �J I I Fri G" 50NOTUBE_ J— - - - -t-_�- - - -� � - - - - - -� - a ¢: 41.211 - - --9�_0- - - 4101 W/ 1 '-4" x I -4' U w UI - --- — — -- oC _ ------ 1 X1_011 - - x 8" FTG, 3'-0 Co u z UI 0 01 FOUNDATION PLAN covER, Tm. A 22'_4" N N - -- - - - -- - - - - 0-4" fJ - -39-4 -- --- - 1/4"= 1 -O" 6 uGHEANOVENnLAiION CALCULA710N6 `- C 11 QI y WIND co GLASS TOTAL. TOTAL cc, GLASS 39'-4 FAMILY ROOM 166 1 B 2-2652 121fi 2210 27.7 59.5 14.8 2B 3 10224 5 162 33.2 100 182 DINING ROOM 147 1 B 2-2652 1216 2210 122 221 83 150 WING ROOM 182 1 A &2852 18 33. 6'-6" _ 12'- " 9'-4" T_4" MA57ER BEDROO 256 1 F 3098 5.91 10.80 16.4 40.2 8.4 15.7 ED — —__--_ _— .__ 1 E 2-2846 046 1894 - � I 1 H GW-&2 10.00 10.50 —_� - R-2 BATT. BEDRWM3 107 2 F 3048 591 1060 11.8 21$ 11.0 202 �i . • .� � ,I I C_ • - — T—------ 3046 591 1060 17.7 32.4 142 259 3046 591 1080 118 21.6 110 202 - ' I - INSUL u 31-01 MORNING RM. lulliluil K O I . v � u 0 KITCHEN �� FAMILY RM. - 29.3% LIGHT _ 2-2x4 2-2x4 VAULTED - POST P05T ;i POST CEILING 2-2x4 E'. N w 6'-2" 3'-0" p N '- 2-2x o W5H(uP5ET) POST cu DROPPED 4"x 9 1 #�� 6„- - 6O11 On Y �i , n i 8� 8n - _ Id ATR ; -, BATH_ I ljij D- - 4 ', - H co O O ryI N O In c DINING RM. - a 8.3% VENT V_ 2868 -- DM1t w n 15.0% LIGHT m U Lu M `T M 2-2x4 2-2x14 WEATHER m p O III Q U� f m N STRIPPED,, (q -POST POSE DOOR �- 2-1 3/4 L DN. L 0 O z-zxe nDR - - 4" 4" OJ W D (� � z R-2I BATT. POST s nU T p — — OILS I z a / @ CL. - - FIRE RATE 25G6 ro o INSUL' zees il;- ' 2x8 FJ 12" O.G. _ -- INSULATE DOOR ----- UTILITY p ' LIV. RM. - - - - ROOM N 10.0% VENT R- 13 BATT. 18,2% LIGHT INSUL. - 3- 3-2x4 POST 4" - G11z-a4 Posa 4" 12'-4" - -- 2' 8�� 1 _2 Coll 2x8 FJ @ 12" 5/8° PE'X'O.G. N w 0 - - .- - - d - N U il' N W 4 _ -FIRECODE G.W.B. 3-2x6 2 z urs s ON GARAGE III���{ T \ / D CEILING Z P05T P �I o m 1 LAYER ON z WAu9 p - 2x 12 FJ 6" O.C.. 0 A,> SIDE \ - --- - U. DECK IGHTS B r-1 _a A 7 �d _ dell 6 Q IS (Q T M1 1 =tv' ( ¢ O (2) 2x 10) III - I p90FESS10NP�� 1 2- 1 3/4"x 17/8" LWL /c C GENERAL NOTE5: �',� 1 . _- --- -� "ALL HE DE RS TO BE 2-2x ON F NOT 22'_4" 1 T_0" 3810 —^-_ - ----- ; --- -- I - -- OTHERWISE SPECIFIED. M RST FLOOR PLAN °ALL WINDOWS TO BE ANDERSEN " 114"= 1 '-0" - BUILDER SELECT SERIES" Ii I , ; 11 I :Z II' I'Ii ��i I � iI 1111 ill � I IfI 1 11j ROOF BELOW II III I G 39'_4" — -- 1T_10" — � IIS I I I ✓ N j BATH . I E; Ln " o - a - _ -- - ' � U N f 4 40� ✓ BEDROM#g �y � _ BATH r - 4 0 MASTED F , 1 1 .0%a VENT 15/D! ( 0 /' 0 w U 20.2% LIGHT C. x U 0 a o N _ 6n Z r R-21 BATT, W — — p } o WALK-IN o O HALF ✓ 0 v o CLOSET O 0 0 WALL' 5054 E 4,4 OST - (SA 4" E z v N 5/Dj EDGE. _ 3-8 :� 2_0 < m 4x4 P05T m 2-2x8 P TO RI 'GE (50 FLUSH N N m R m m - O O -1 1 x4 P05 f— --- T Y CEILING .P- 4� 6 G — _._ 61 o U 4 — MASTER BEDROOM N BEDRQ�OM#2 � �0 BE ROOM# I x x CLO. O 6.4% VENT X 14 20/1 VENT N N I I . % VENT 259% LIGHT V 20,2% LIGHT i 2x8RR uj f 1 5.7% LIGHT 2x8RR F z U 6 O.C. �6" O.C. w U - - 2x6 CJ @ 1 6" O.C.-., r—t c7 O O ROOF BELDW f 4,ur CW i p U. i 9 � Z P W w I J O 032'2591 �t1 �/ p�OFE5510P�� gl_6 T- 10" -- 22'-4 II SECOND IIFLOOR PLAN 1/4"= 1 '-0" If ca I a I ,f I 1 � I 2x 10 RIDGE FASTENER TYPE A— I it 1 � 77!RM R-3ZINBUL. ATTIC IIL ,I ''; - - I I � FASTENER TYPE B SII' 1 III 2x8CJ 10O.C. '(f ""Vl rl'Sl T.O. PLATE WALLTO OF VENT - r FASTENER U5P y55H 179 -FASTENER TWE 8 _ Ila �� r•� �1Y R-21 BATT. BEDROOM N3 BEDROOM#2 NSUL nm `III - m � 2 �. FASTENER USP i,555 Off 41 (G fib' L55H 179 2y 12 ICE 5HIEL0 FA5TENER II • ,3 /UNDERIAYMENT FASTS ER TWE D 2x8 fil@ 2"OC i H 00 TYPE B _ p,H, SECOND FLOOR o 2x8 FJ@IG"O.C. 2xG CJ IG"O.C. 2-20OHDP.- 0_ p Z n FASTENER TYPE B FASTENER TYPE W KITCHEN III d' {� p �BOxED AkR' POST � � � "I" IN ATT. / / BATT - l INSUL. INSUL. DINING ROOM LIVING ROOM _ PORCH O Z 2x 10 FJ@ I G.O.C. gZ FASTENER 2 M WFASTENER TYPE E FIR5T FLOOR to 2 x TEE � 4YhiW'9121A •Ltiel"NW4 __ _ _ _ l0 zxG ccA oJ@ 1 G'o.c. b ' 8„ K-19 BATT '`3-I 3/4'x9 1/2" - R-19 BATT. 2x10 LEDGER - INSUL. LVL INSUL BOLTED@IG" GRADEI ZIP COWMN W/ 1/2 x3 1/8'x5 G"COVER, TYP. SONOTUBE 1/2'5TEEL TOP PUTS %' ' m W/ I'-4"x I'-4"x . .. , , .. 51, FTG 31_0. 0 � l Y Of cooJ„ , .. . H Z W 4 POURED8 CONCRETE FOOTINGOOTINGS x NOTE: I -4--E Z ALL FOOTING5 TO B MINIMUM OF 3'-6' It ' BELOW GRADE AND BEAR O ON VIRGIN SOIL U- LL O Q W ^ , 0 of NEW V0 0 ' W A A SECTION � � 2 1 Y �32M 1/4"= 1 oaxas++ P AOF S1BNP ES I r :1°1111 'I I �I III I SII Iz l ill _ ml li I I III 1 ' FASTENER TYPE A— I I I 4'x9 1 3/ /2"LVL III i 2 •OL R 'I� 'III R i II I ROOF: 0 12 @r - x t.1 2x10 RIDGE I GABLE END VENT WSOL ATT' 2.8 ROOF RAFTERS@ 1 G"O.C. 'ASI TYPE B i FASTENER TYPE 8 2x4 COLLAR TIES @ 48"O.O. I/2"CD%PLYWOOD 511EATING T.O. 15 LB. FELT .O. P -__ _ R-21 BATT MIN 235 LB ROOF SHINGLES MA5TER BEDROOM — INSUL CEIUNG 2x6 CEILING JOISTS @ I G"D.C. R-30 BATT, INSUL. 1/2"GYP5UM BOARD S WALL: / �, " 2xG STUD WALL @ I G'O.C. �.. _ 1/2"CDX PLYWOOD r g1N61 ' I,R@I tpA7 T- — - HOUSE WRAP d' ODt- SUL. m 3/8" FOAMBACKER O U VINYL 5IDING Z R-21 BATT. INSUL I, 1/2"GIW.B. W 7 FLOOR: K .-• M SECOND FLC OR SILL SEAL (� v FPSTENE TYPEDem+w'amx+v 2x 12 FJ.@ I G"O.C. ,wqy,• wavi -- --- FASTENER TYPE D TERMITE SHIELD 2-2x4 CCA SILL R-19 B k7.1 2x 10 FLOOR JOISTS@ I G'O.C...-FIRST FLOORo 2.8 FI OOK J015T5@ I GO C. AND 12-O.C. -SECOND FLOOR . z er ' IN UL SOLID BLOCKING 2 1 AyER5 OF 5/8" R-19 BATT IN5UL n E X FIRECODE GARAGE 3/4"SUBFLOOR Z _m �G I V.B. ON Q LINGO WALL5 '5EE AL50 A-A O C-C BUILDING SECTIONS ED FASTENER TYPE E ----- FASTENER TYPE E FIRST FL Rt I', 4' POURED TYPICAL SILL CON 5 B ASSEMBLY: 0 ON GRADE ° DIA, ANCHOR BOLT (&G-10/IO " d iu W.W M1 @?2'O C.rRAQF fE 2xG PRESSURE TREATED SILL PLATE /l 1 1/4"SILL GASKET �V q w Z w U z Z O O J I � U. 0 i--I Z B-B SECTION Q W E OF NEW y 4 F4�r E r �9,� u�rO 032L591 ESSWU r� I 1 I I I I I I �Illj ' I II I I II r� � I _� I Doli I I� III I r I ., FASTENER TYPE A —2x 10 RIDGE 13/4k 9 I I zk--30C BATT. IN5UL 2xG CJQ I 6110C . 2x4 CT® 48"OC. 12 si P ' R-30C 7 R-30 BATT.-,, -BATT.IN5UL. (N5UL. V_ J; i FASTENER TYPE B e II D T.O. PLATE .- - IL_) l li r , SII 111 MASTER BEDROOM WALK-IN CLOSET MA5TER BATHROOM III v i FASTENER USP L55 79 _m b� � .ngrvrna, 21 ATT �I .I,� R-19 BATT. -21 BATT. (N5UL. N5UL. 2 I ill —14 -FA5TENER TYPE D --ALIGN xe RR FASTENER TYPE B 2x l FJQ I G"OC. G"pC F- ID Nq ,� SECOND FLOOR Of I vea 2x8 FJ®I G.OC. , O IN O —2-1 3/4'x11 7/8'LVL r I'-O"OVERHANGn LU 4 I L Elk OF S C GARAGE 'X FIRECOIX I f G.W.B. ON (0MALL _BATH LIVING ROOM o IL,/�--r O O EILINGb WALLS =p - Pn W a7 R- BATT. EDQ Z O p R-)3 BATT. (N5UL FIR5T FLOOR Q 4"POUb u u u u� FA5TENER TYPE E m CONCRETCr5LAB 2x O FJ®I6'OC. ONGRA E IN5Wm,�,rzcvaw� (GxG-I Of I P R-19 BATT. 0 W.W.M ) IN51I - - --ZIP COLUMN . .. . ...., r. . .' v ., .... .. N I GRADE 0 4"PC 5LAB -_---8" PC .n 8, FOUNDATION W/ DAMP PROOF 15OLATION ( � rl I'1P'x 8"POURED co I CONCRETEOT FO INGS X W F Z �--I W 0 Z_ 0 O LL LL z a s 1CYq" W C_-_C SE_C_TIO_N_ � 1/411= 1J_ol � x r � I/�� Bob R ' �' OEESSidh � 11 o j >1i H 01 I,I - - - - - - - - - - - - - - - - - --- - -- - - - - - - of li IIT ca O I, s ROOF BELOW I .I I� - ro x I I �N I- - - -�Ir-- - - - - - - - - - - - - - - - - - -- - - - - - - - I - I I : V � I OD yy 1 0 O o Z i0 W 'T x W rn N U' r m V - ' 2x10 RIDGE o Z co c I �U O I� x t ' V N i — — — — — — — — — — — — m 2x8 RR @ I G" O C. 2x8 RR @ I G" U.C. ROOF BELOW 1� p4 NEPjy -� 1f fi W V✓ V oazasa i aaF 0 NP FES510 RO.OF PLAN 1/411= 1 '-O° -- - I STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION III. FOR WALL OPENINGPROTECRON OFIMMPH"EMM OND OUSTS (MMIMUM ME W ROOF HE W Hr;W III WIN ., ANQQSCHEDULE MULTIPLE SECTION ASSEMBLY:1/4" I,^ - � R --i-- - THICK BOLTS 0 2'00- -- -� _1 - - -- - -- - o A 3-2652 NARROLINE 5-86 31.44 50 4/5 23.2 -29.3 60 Ih " SI! 8 2-2862 NARROLINE 5.08 20.86 50 4/5 232 -29.3 50 W '2'O 1N C CW23 CASEMENT 4.90 10.40 20 415 247 -32.4 50 n. i¢ o I D 2032 NARROLINE 2.60 4.53 10 415 25.9 -34.7 50 1 IIS E 2-2046 NARROLINE 5 03 1798 20 4 24.7 -28.8 50 ,' F 3046- NARROLINE Sol 10.80 20 4!5 24.7 -32 4 50 G AR261 AWNING 1 00 2.00 10 4 25.9 -281 30 -� I•, H CTN26-2 CIRCLE TOP 10.60 20 4 24.7 -26 B 70 �'1�� �' ! � I AR31 AWNING 1.30 270 10 4 25.8 -28.1 30 102 PSBL PE RMA SHIELD 15.58 32.40 50 4 23.2 -254 41 011 (ALL WINDOW$ TO BE ANDERSENiW 1 _ _ _ _ IZ - � ( Lo (CALCULATIONS FOR WIINDOWS BASED UPON EXPOSURE B _ MUSTHAVE DP UPGRADE KIT. _ OI �CDEFFICIE NT 1 0 WITH 12U mph BASIC WIND SPEED AS PER _ E _ 1MEET6 NY STATE EGRESS REOUIFtEMENTS TABLE R 307 2 (2)NEW YORK STATE B1IILDING CODE (FOR HABITABLE SPACE _ - = QI {(r. 1CUSTOM GRILLES - SEE ELEVATIONS 'W J (WALL OPEWAC4S INCLUDING WINDOWS AND DOORS_ _SHALL BE PROTECTED WITH REMOVEABLE 5/8 WOOD STRUCTURAL PANELS Zi O - _ _,. __ __ - . ._ _ __ -_ .__. .- _. __- ___. - WRH MA%IM UM OF 0-D" SPAN FASTENERS FOR SPANS UP TO B'-0" SHALL BE 2 1/2 -# B WOOD S_ CREWS---A-T-1 8" OIC_, FAS TE WEN§ (FOR SPANS UP TOBO SHALL BE 21/2" -#8 AT 12 O/C TABLE 301.2 1.2 - � - L!I ih 1 - _ - - - ALL NARROLINE WINDOWS MUST USE I I SII i12 HEIGHT SILL STOP (OR STOOL)AND THE ADDITION OF A 112 X 3/4 OP UPGRADE SILL STOP (SILL STOPS TOTAL A 1-1/4' IHEIOHS AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT) fALL PERNA SHIELD GLIDING PATIO DOORS TO HAVE DP UPGRADE - ' �ALLLNIT8 MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MIEET O_ R EXCEED _ Q Lp I m5 TIMES THE DESIGN PRESSURE REQUIRED AND MUSTTRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR D. O ._- _ __ _ ___- -.__ -_ __ __ iE _ - - - - Z P' _ .- __._ _ _-- -- - _ .. _-- __ - _ U.1 7 GLA2ING MUST MEETASTM E 1996 TEST REQUIREMENTS AS PER-NEW-YORK_ S_ TATE RESIDENTIAL CONSTRUCTION COD REFER TO SECTION R 1809.1 4 FOR ALTERNATIVE OPENING PROTECTION. � � � � M SHUTTER ASSEMBLY 4'e ROOFVENT - - _ - _ _ - O N.T.S. ROOF FOR PANEL SPANS:0<4'-0"WIDE SPAN I < z C> TABLE 1609.7.4 III O Z r 23/32"APA SPAN-RATED 46l 24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4') 4 Z_ USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES Q LABEL ACCORDING TO LOCATION. - ATTIC ------___ -- _ -- __------ --- ---- g !RATH2 _ �i_BA`'TH-3 ASSEMBLY: ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/#0x3"(w/WASHERS)GALVINIZED OR III ,{ I 1 u1- va 11u nn nu 1 v+ STAINLESS STEEL WOOD SCREW @ 18"O.C.OR BETTER ( -� o o 9a I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: -- Ww.c{ �{ b ( ) III SECOND FLOOR (}VJER -I � -_- _--SRj_ •-_ ---j -_ #10 TEE NUTS ATTACHED TO BLDG.WI OlOx 1 Ys" WI WASHERS MACHINE BOLT 12"O.C. t WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED !I _ UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. '(1114 la i� is 1114 I x C.0 V/ SHUTTER ASSEMBLY N.T.S. I �.,.` KITCHEN BATH FOR PANEL SPANS:4'-0"OR WIDER SPAM 3„ ZW L F.A.I. SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'•0"SPAN. _ 1i 11+ nlz "1 v4 i'4 W NOTE ADDITIONS: OW �SINK� -L- U I, W.L. 1"1L Z 1 SHOWER r� _ I 0 1). PREASSEMBLE PLYWOOD TO 2x4'S:#10X3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL C�, - 2 nu '3 i O 2X4 STRONG-BACKS 0 24"OC __ ! ASSEMBLY: � III FIRST FLOOR -- - - _ � - - - rz r I 3 LL DEPTO SUFFOLK HE COUNTY 0 WOOD Z R.__- - _�__-_.�____F-__.._�.'.M .__ __ LU BASEMENT __ -_ - -- __-_ _-_.___. _-___ -- ___ _-4 _ _ _TRC.L, -_}SERVICES APPROVED J Q I' C I I (_ DEPT OF HEALTH +('�--'I OUSE SEVERLINE STRUCNMLPANELS WIIHA MINMUTA TNx:KNES66F T/il ANO UM PANEL BPAN OF S'-0", „-- _ O LSINLLSEPERMRIEO FOR OPENwd PROTECigN MONA 1W0 BTLIIEY B,ULOIN38 PANELS U SIIALLBE PRECI r1R_O9 ER%WD OPENWOSI T TTAq"FI!TfNROWARE PROVIOED (REFER MSECTKIN 180014 AND 1609, SANOTABLE 188014) i 1 ( T TABLE 16D91 4 _ ( 11 (SLOPE" 114"PER FOOT PITCH TO WN�9URNE DEBRIS PROlET11pN PA57ENN030HE6ULE FOR WOOD BTRUCRIRAL PANELS _.i DRAIN --- '- 44 OF NEW HO sti4'�;cE FASTENERSPACNO OFFS) - 0 tiI ccs t PANELSPAN- 24F" PANE( 4W-PANEL SO"-PANEL r- FASTENERWPE 2'-0" SPAN-4''0" SPAN<W& SPAN'e'U' Ij PLUMBING DIAGRAM - z 21/2' Ye WOODSOREW6 ie to 14 0 W22541 O (U �t 2 Vr 0 WOODSCREWS 1eto 10 12 NTS O'FF55toNP��A 1 Li ((n At1118 TABLE L9 SASE00NA MAlOAUM WW68P_EEO'(S 6fifAtj6(iU5'I�OF S0 cu oy ANO MEAN ROOF 11 / U / i�IEIZ3HTOF 89'-0' OR ILBE eFASERE___ SINLL BE INSTALLEDAT OTFA4NO ND�OF THE STRUCNIIUL PANEL __ I O.-_ ERE___ " �ATACREDiSmCR�EAILEwno1�)AN RfiSISTANTA�CNkb"11TOAMINMUM ;IMLL BE --- WRIIONWT GENERAL CONSTRUCTION NOTES ___-_- - - ----- ORAL FRAMING NOTES --- - rNAILING SCHEDULE J h 9t antl fiaminp tllralls.The InformMation on this eTheyt of carestruction documents Is to ine tied aaa construction late aid,notia susigbstitide to be211s,294 and 2x8,to be stud rade or batter 18"o/c. All other framing material ' _ compliance dau lasflrorbetter. g g TABLE 31 INC-LLO1NG 33 3.9 to endrel gaooe dgoodegeneral rospoRaible fpr rovldin standard 2,All�'wo '1985 SBC H9GH WIND EDIO(N4 WOOD FRAME C,ONS'IRUCT<1pN MgMJgL - - with current New eats bullion etails P The endures totra sur is , ori framing in contact with concree or rnaeonry a be pressure treated. JOINT DESCRIPTION NAIL Ql1ALTTY ----..- - -._._ - ,-„ aonswcpon details antl procedures to enauieaa droassignal finished,atruclu Ica NAIL SPACING sound,and Pe g building professionally g ty 3. Pro edoublefl J Pa 1 P ROOF FRAMING weatherproof completed product. 3. Pro We double fiaor slats under all wells railer to flcor'ofat span direction unless ---- W pER RAFTER __ RAFTER-G7 -TOP PLATE -_ TOE I,41LE0._ . _ _- 8�'WALL 38d PERJ0131' ...._. -_.. . _ - . -- jz . _ __ . .__ { III k and construction g Contractor to coordinate all sub contractors, scheduling of work,and de x-bracing or solid blocking at a maximum of 8'-0"We for all dimensional _ _ ERj Interaction 3.2.General Contran trades. all 9 ambacor plata. , g - ___. - - - - _.-.__ __ - 100, WALL 43d PERJOIST__-. --_._. � O 'm meets or general drdeds cuume contractor estate,and local codes,ordinances and regulations,ations, 5.Floor'construction:%"ton ue and groove plywood subRoor. Finished material to be CEIUNG.l01STT0 PARALLEL RAPIER 1FACE�NrUtED _ SEE TABLE 3.7 EACH LAp� -� --- " ----- �"- - - - O etc. These codes ere t be considered ee art tri the vAth the tions for this building aggro over subfioor. Glue end screw_ I ori to floor plate. COLLAR nE ro� R - . __ FACE NAILED _. _ SEE TABLE 9 4 PER 71E g W and should be adhered to even it the are in variance with Me Ian. O BLOCKING 70 RAFTER __ _--_".- -,. -__--_-- -- _ - y p decking 1 CEILING J015T LAPS OVER_P_ARIIII.ONS_ FACE NAILED _ SEE TASTE 3.7 _ EACH LA_P Iron ¢ W hall take END pdrawings _ g ( 9 ) S.All ndow and dew headers to be minimum 2 2x10 unless otherwise specified. - _ or ers to be 00 ss 5.The designe4.Dimensions r has not been engaged forconstruction supervisiondo not aand le assumed no 7. Provide allaaol d blocking under allbearingg walla specified. RIM BOARD 70 RAFTER --- " `END,N41 D_---" "--- -- -- _ 21Bd LL programs 70P PLAS AT INTERSECIIOHIS, !FAKE NAILED _ - _ - 4-1Btl " __PER FOOT _, ___ responsibility for construction coordinating with these plana, nor responsibility for WA PLATE IN jpp PLA1E !FACE W1n do - - - specific ox expressed oon means, r imputed in the of these plans. TOP or for safety 9.All 8.All bmams to have adequate bearing at each end orae epecifled. _ , - precautions and ro rams in connection wird the work. There are no warranties for a -- _NI - - - - jgrzirl a qLp at --- - - a YP(lah beam antl Joiatintersectiona to have galvanized hangs 9. FEAf7F.RT0fEADER IFACENAILED 2184 8 Rear to flcorplans,exterior elevations,aPtl window,schedule for Pppes and sizes of heads Sal exterior ile aantl roof to be shea��with it span exterior r atpa and co or �_ BOT_ IOM-PLATE lDSTIR - -TENDNAILED - - - a1� -- PR - - --- -- - IDI windows. All windows to be Andersen high erformence quality ora roved equal. 7116"t� B rou 1,APA rated. PI ilk' "_ - 4-16d PERDQISTW_ Ii 7. Door and window headers to align unless otherwise noted. BOTTOM PLATE"�FLOOR JaST I -- - -_ g ode insulation baffles at save vents between raters. SANOIOIST END JOIST O_ R RLOCKiNG ;FA_ CE N411PD _ _ _ 2-15tl PER F007__ ---- -- - _ -_ -- -_- - "- --" p ,III�Q+ Z' 12,ExIi 9. General contractor to conduit and coordinate with the owns a p dor flashingctio to be correctly tions a tl at all d by approved between rasa,wale, _-- I - ". - - 44rd P - W, Vl 8.General contractor le to ensure that mason and prefabricated fireplace - PER FOOT - - 11.Prop specifications and applicable construction meas or exceeds all man 9 to ryth the and the plans forall PrImcOn of es, Projections,and penetrations as required by approved conshuctlon _JO_ F Sl ,Tpp pLgTE OR GIRDER 70E NAILED - - - PE�E� - -_ LIZ Z IBRIp _ TOE WULEO ry p' 13.Gd BLOCKING TO JOIST TOE NAILED 2:61 EACH EIV _ __ - __- __ _. -- - _... -- ___- �h �ylpp ~ bedroom,verify with local code requirement as per Section R317,New York Sate 14 Pro sial contractor to provide adequate attic ventilation and roof vane. -- -- -- -" -" - -- _"- - -- _ - -&16d- EACH BLOCK _ _ _ - r I O built In lama such as bookcases, shelving, a Fry! PLATE FACE NAILED - 3-i8d- " EA(?f J015T -- Residential Construction Cade. Install carbon monoxide detectors as per code. � Ida appropriate soffit ventilation at overhangs. DESIGN LOAD CALCUILATIONS -- - .. I � M _ IDE NAILED 3&1 PER JOIST - 10.Provide hardwired smoke p SAL PLUMBING NOTES MINIMUM UNIFORMLY gISTRIBII'rED LIVE LOADS(Ib,fl j END NAILED 3-i8tl PER JOIST _ - GENERALFC, NOTES ars with battery backup,on all fioorm and in each GENE EXTERIOR BALCONIES 80 _ PLATE ;TOE NAILED 2-18d PER FOOT ty ng subcontractor to be responsible for adhering to all appl - -" ------ -- -"---- --- " - - - DEC S 40 - -- - - - --- eaau lquirement. ATTICS WITHOUT STORAGE I _ _ _ ---- CO 1.General contractor r review o plana,elevations,and details to determine Intended _ __ ___ _ _ LDW RAGE height of finished floor(s)above typical grade. GENE LPHVAC SYSTEM'Odo T Sframing tog2.If wall plates or joists am cut during the ether. ion etherf plumbing ATTICS Pj WITH RQ N SLEEPING ROOM r o 300 - - go" PERIMETER EDGE �EDaTE S�p��L W a 0 Z 2.All aotlngs W reef on undisturbed Goll. _ K r 2ONE 6"O/C 6 ATPAPEL EDGES AND 1P' 3.Provide h exparmmolsjoint Occurring materiel between all concrete slabs and abuHing � CRITERIA FOR C LCULATION OF DEAD LOAD � 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD concrete or masonry wale occurring in exterior or unheated interior areae. 1.Mach nicsl subcontractor is responsible ar adhering to all appli JACTUAL WEIGHTSMATERIALS REFERENCED T A.LA THIN4-0" THE PERIMETER EDGE OF4. 1FE ROOF, INCLUDING 4'-9'ON EACH 810E OF TFE ROOF PEAK,THE 4'-0" safety P g polyethylene subcontractor to fully coordinate all system ilea end REQUIREMENTS SHALL BE USED. In Provide crawl spew ventilation per local code requirements g e. HVA requirements. ARCHITECTURAL GRAPHIC STANDARDS TTACFNI � _ _ � OZo 5. dipm Concrete on 4 Psand or on 6 ravel II minimum,word >r6-1011 p wire mesh reinaro(n m supplier. Y �u SNOW d' - - a ._ - . .. 5d COOLERS T'EDGE/10 FIELD. _- .-- .. _ . K GROUND SNOW LOAD 451ba .- - - _ . - -_ Z ( PP ) p 3.Lj subcontractor to provide final system layout drawing and h a stabiliz SEISMIC - -" - - 6. General contractor Insall cop,r-tx Deco er sheet meal termiteshieldscon actor,owner,and equipment supplier for review antl app - - -- - - -- - --- --- ---- ---" - ----" - - - 8tl 4'EDGE ZONE- 16'O/C 6 AT PANEL EDGES AND 12' between all wood surfaces that are exposed to concrete or masonry surfaces. OENER DESIGN AIEGORY R ATID ERMEDIATE SUPPORTS INTHE PANEL FIELD _ CODE - INTERIOR 7.Oempproof exterior of foundation with a bituminous coating as per coda and soil ---- WIND 18"�pC6 AT PANEL EDGES Ada WIND PROTECTION CONNECTION NOTES WIND SPEED 120 mph '7/16, -- - - "-- _ THE PANEL FIELD from Standard ar Hurricane Resistant Reeldentiat Cons E�OSURE CATEGORY 8 --- yy - - - -- - ---- 1.Dimensions shell eke precedent over scale drawings(de not scale drawings), 1 A continuousSBC High Wind Edition Wood Frame Construction _ _ fid _ 3'EDGE/6 FIELD'aC-B AT PANEL EOGEB APU 12' and 19 �YL _ GENERAL FLOOR PLAN NOTES_ - Fastens a antl Connectors for Wood Frame Construction G_YPSLM WALLBOARD Sri COOLER_8 T'EDGE/10 FIELD Bd 4EOGE 20NE- - load pard between fcodnga,foundations welts,Roors,sada and roof ��� - _ - _ _ - AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ __. furmin hall be provided. - -- - .- _ TABLE 3AI- - --i - - ._ - .- _. I -- - - -_- t , 2.All interior walla n (3 covered with X" TABLE 3.7 Tape,float,and Band 3 coats pp x7995 SBC HIGH WIND E0n10N 6 ' 5 - garage Y ed connectors,ditchers and order fastening devices not Included in the C� 11985 SBC HIGH WIND EDITION WOOD FRAME W y gypsum with meal comer reinforcing. Sande Building Cede,Table 2306.1 shall be Installed In BCrArdBnCe NAM FRAME CONSTRUCTION MANUAL _ I 'CONSTRUCTION MANUAL ' 3.Walla common to era a and house to have a layer of 5I8",fire rated sum board menus urer'a recommendations. RAFTER SPACING 15 0/C I- -- --- --. -, W gyp 120 mph_FASTEST WINOSPEEO at garage aide vAM 5'•0"return on adjacent walla and coiling. Manufactured lumber 3. Meal ��- �- � � - -I "� ---'- --' ROOF PITCH ROOF SPAN ' requires 2 layer of 618",fire rated gypsum board. pI lates,connectors, screws,bolts,and nalls exposed directly to the weather or W subject to aait corrosion in costal areae,shall be stainless steel or hot dipped ROOF ROOF NUMBER 12 20 28 38 U 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water 1T PRCH SPAN (ft) OF NAILS 3:12 5 8 11 1a Q 9 le galvaniz d. _ _ 412 12 3 412 4 6 8 11 Z resistant gypsum boats,or wall file set on wonderboerd or equal. 512 3 5 7 9 4.Wnerr (windows and doors interrupt wood structural panel sheathing and aiding, - _-_ _- - -15 _-- ' -4 7,12 3 a 5 6 fMMlhg at,nchom or connectors shall be provided at the top and bottom of cripple _ " _ _- -20 --_ 5 Q studs,heMder sada,and at least one sad at each aide of opening. 24 6 -1212-3 -3 9.12 3 3 4 5 O .. _. 28 _ . _r___-_. 1212 3 3 3 4 LL__ _ _ _ S.Ridgy straps shall be attached to each pair it opposing rafters except where collar - - __- . 36 _ _ __a OF NEL 0 flea of 1 or 2X4 lumber is located in upper third of attic space and attach to each pair Z of randtJJ -512 12 _ _ 3 ��,FS�>cE TG 09,F 8. U W ITR cpnnectorm shall be provided et each urger bearing. to� _ _-4 U26 4 plift 2 7.Floor t floor hold-downs to be provided every 48,and every 16"within 4'of pxtedor - _ .. _ _ - - __ Y5 -_,__ ___ 0 a _ _ . - too`/ 8.Sill PI 35 7 'rFo oaz2sal a to Foundation Anchorage: SIII pea shall be S"x 31' d / the washers. A _ 0.12 _ 12 3 p'YOFESS ONP� wird aitch r butte.having a min. bolt diameter of 6l8"antl 3"x 3'x 118"warrheur. A "--- -0 - - - - -- is minimum I if one anchor bolt shall be provided within 6 to 12 inches of each and of each plate. Anchorboie shall have a minimum embedment of 7Inches In concrete/ ---- z0 24 5 - masonry flOundetions. Anchor bone shell be located within 12 inched of comers and at _-_- -- 2e - - 5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA np elicesdin9 4 feet on center, - - _."- 32 _ . __g -. 36 _T WEATHERING SEVERE _ _ FROST LIN-DEPTH 3.0 ePBC n 7 12-12:12 12 2 TERMITE MODERATE 70 HEAW (U d' N TES; IT S Sp [THE NCif ERA GU DEL NES ONLY AND SHOULD BE DISCUSSTHEYARE NOTsu 4 DECAY SUGHTTO MODERATECUERTEN FOR THIS PLANTRU. THEY ARI'DE TO BE CONSIpERED AS __- 2 _-, WINTER DESIGN TEMP 11 LL (U ARE� NE ED WITH YOUR "- --- --- 5ICE SHIELD UNDER- AS PER MANUFACTURER'SNERI CTOR BEFORE CONSTRUCTIONE EGINS _8 LAYMEPlr REQUIRED SPECIFICATIONS/STATE CODE ALLY -- - _- -. FLOOD FIA7ARDS L i I I RODE � I I RAFTER -_ N II USP RS2W AT 21' ! I' I A �RAFTER/RIDGE/RAFTERwiTHcr _ RAFTER _ KING STUDS— RIDGEA RAFTER STUD RAFTER - USP RT16 OR(2)RT7 �! HEADER W TOP PLATE- - TOP PLATE — —O I� 0 USP RS25Imo' USP RTS — }" O, � i I USP RT20 USP RS260 AT 16" l USP LS OR USP R5250 AT 12' !� TAI j WALL STUD -- WALL STUD — WIND PROTECTION CONNECTION FASTENING SCHEDULE W j ,p JACK STUDS CONNECTION LMP PRODUCT NUMBER Z; _ A RAFTER/RIDGE/RAFTER WITH CT" RS250 21" RAFTER/RIDGE/RAFTER WITHOUT CT RS25021"♦LSSH179 i'i'� iQ B RAFTER/PLATE/STUD RT20 RAFTER/PLATE RT16 or 2 RT-7 Al " RAFTER/RI_DGE/RAFTER w/o cr __ PLATEISTUD RS250 16" B _ _ RAFTER/PLATE/ UD B RAFTER/PLATE PLATE/STUD � —� — `--- --_ —,� ��= _}_ C , \HEADER/$TUD_- HEADER/JACK c HEADER/STUD RT3 � HEADER/JACK STUD RS250 12" D FLOOR TO FLOOR KLFTA or RS250 36" E STUD/PLATE/SILL R5260 w, p STUD/PLATE RS250 1B' Z PLATEISILL MPBF W v W F ANCHOR BOLTS STB16 sf 0m ' G POST ANCHOR FOR DECKS PAU SERIES C) r f�0 POST ANCHOR FOR COVERED PORCHES CBESERIES p } p '1X6 OR 2X4-16"0/C COLLAR TIES MIN Q Z o Z r V Q i POST ---- E) USP CBE ----- P.C.FOOTING - 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD t ' 1ST.FLOOR WALL STUD- 1ST.FLOOR WALL STUD--- [EE) Of K 2ND.FLOOR PLATE 2ND.FLOOR PLATE--- G \POST_ ANCHOR FOR COVERED PORCHES (�'1 IZ RIM BOARD SUBF0 -- 1ST.FLOOR PLATE 1ST.FLOOR PLATE 1 1}�i RIM BOARD----- RIM BOARD fU SUBFLOOR SUBFLOOR U USP KLFTA USP RS AT 36" Z USP RS250 AT 36" USP RS250 AT 16" 1ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLATES RIM BOARD — RIM BOARD DOUBLE SILL PLATE -- POST DOUBLE SILL PLATE z � USP MPBF— —__ � �y - a`�'�.� � LL. I 1ST FLOOR WALL STUD IST FLOOR WALL STUD " " ' Q r . p FOUNDATION WALL -EJ FOUNDATION WALL - - USP PAU -- + r� � . 032259.1 �aV w P.C.FOOTING__.—.� , 9pFE55 O%it V/ _ FLOOR TO FLOOR D FLOOR TO FLOOR D L 1 _ J E . STUD/PLATE/SILL E_1STUD/PLATE--_-_ PLATE/SILL __ G POSTANCHORSFoaDECKs N V n m O N N r I II I