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HomeMy WebLinkAbout31244-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32907 Date: 03/04/08 THIS CERTIFIES that the building NEW DWELLING Location of Property: 46030 MAIN RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 75 Block 3 Lot .2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 9, 2005 pursuant to which Building Permit No. 31244-Z dated JUNE 30, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED WOOD DECK AND GARAGE UNDER AS APPLIED FOR. The certificate is issued to JANET HEINS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0046 02/25/08 ELECTRICAL CERTIFICATE NO. 2092083 07/06/07 PLUMBERS CERTIFICATION DATED 03/04/08 WM. GREMLER I Authorized Signature Rev. 1/81 . �3.0. 35 y Form No.6 n MR Q TOWN OF SOUTHOLD I I BUILDING DEPARTMENT L— TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied; the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 t/ Date. 3/ Y/0 7 New Construction: //",,// Old or Pre-existing Building: (check one) Location ofProperty: Ylo d 3 'Z� Sol House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section /060 Block 7S_ Lot a3-- o2— Subdivision ZSubdivision J Filed Map. Lot: Permit No. 3 f o7 y - ?_ Date of Permit. Applicant: Zt4NA Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ z� Qom. 7 3 8"3 9' Applicant Signature �-� 5aT61 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. 31244 Z Date JUNE 30, 2005 Permission is hereby granted to: JANET HEINS PO BOX 354 PECONIC,NY 11958 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE & DECK AS APPLIED FOR at premises located at 46030 MAIN RD SOUTH/PEC County Tax Map No. 473889 Section 075 Block 0003 Lot No. 002 pursuant to application dated JUNE 9, 2005 and approved by the Building Inspector to expire on DECEMBER 30, 2006 . Fee $ 1, 017 . 00 /l Authorized Signature ORIGINAL Rev. 5/8/02 O rJ cJcPrJ� cJcJcJ a rJ cPrJrJ r lrJrJrJrJcPrJ�rJ�rJ�r JrJrJrJcPrJrJ cictocPrJrJcPrJrJ�rJ�rJ�rJcJcfrJr�cJrJ�rJ�rJ�rJcP eO 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 rj 40 FULTON STREET — NEW YORK, NY 10038 5 CCCc7775 5 CERTIFIES THAT 5 LSA Upon the application of upon premises owned by 5 55 5 ERIC HEINS JANET HEINS 5 5 PO BOX 354 46010 ROUTE 25 55 5 PECONIC NY 11958 SOUTHOLD, NY 11971 5 C5 Located at 46030 ROUTE 25 SOUTHOLD, NY 11971 5 Application Number: 2092083 Certificate Number: 2092083 e� 5 Section: Block: Lot: Building Permit: Dn` ( BDC: ns11 5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premiss I electric system consisting of r5j 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor,garage w/apt.,Detached Garage,Outside,Attic, c5 c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed LCjj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of July,2007. 5 5 Name OTY Rate Rating Circuit Toe 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 4 0 Smoke 5 5 Appliances and Accessories S 5 Dish Washer 1 0 1.2 KW 5 5 Clothes Dryer 1 0 30 Amps 5 5 Range 1 0 50 Amps 5 5 Furnace 1 0 Oil 5 5 Exhaust Fan 1 0 F.H.P. 5 Air Conditioner 1 0 42.000 BTU 5 S5 Wiring and Devices 5 Fixture 43 0 Incandescent 5 5 Fixture 3 0 Flourescent 5 Outlet 83 0 General Purpose 5 5 Receptacle 56 0 General Purpose 5 Switch 38 0 General Purpose 5 5 Receptacle 1 0 20a Laundry seal 5 Paddle Fan 4 0 5 Continued on Next Page 1 of 2 �5+ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 S O cJ�rJ� rP rJ�cPrJ� rJ@PcP cPrJrJ rJr�r!rJ rJ�rJU�cPcPrJr.JPrr@r@ rJ�r�cP r� ii] D N cPN NNN NNNNN NNNNNNNNN NNNNNNNNNNNNNNNNNNNNN �O 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CCCC777 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 ERIC HEINS JANET HEINSPO BOX 354 5 5 PECONIC NY 11958 ROUTE 25 SOUT S SOUTHOLD, NY 11971 r5 Located at 46030 ROUTE 25 SOUTHOLD, NY 11971 5 5 5 Application Number: 2092083 Certificate Number: 2092083 5S c 5 Section: Block: Lot: Building Permit: BDC: ns11 c 7�C Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 55 electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor,garage w/apt.,Detached Garage,Outside,Attic, 'tet c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 6th Day of July,2007. 5 5 Name OTY Rate Ratine Circuit Type 5 5 Disconnect 1 0 60a Air Conditioner 5 5 Receptacle 8 0 GFCI 5 5 Service 5 5 I Phase 3W Service Rating 400 Amperes 5 5 Service Disconnect: 2 200 cb 5 Meters: 2 5 S 5 5 5 5 5 5 5 5 sear,. �5 2 of 2 e5 c, This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 � NNN NNN NNNN NN NNNNNNNNN NNNNNNNNN NNN � JaD.H.S REF. NUMBER RIO-05-0046 N X51 a�4v' fY 9+�i LSO 1p' •29� �'v'�° SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 11L 1000-75-03-02 z SCALE V--60' APRIL 6. 2004 \ MARCH 21, 2005 AUGUST i), 2005 (fD1N. LOCAIlON) OCTOBER 1, 2007 (F7NAL) o g \ Z ywd Z ; ,� r\ in Aral. a 1 i Z UnutY IO Z fox rA%4FIyP" r m D CA QQ D GARAA T 7- V0 20 Cl) 4 W gyp. Vl <n w Oa Ln D 1 Z EpC _ AC�� EL p.6 S N q 366.91 , FEED) 366.8 TEST HOLE �^^ow 9/2/99 57845 DARK WOM SLTY La4M OL Fa sa+. eaowv LOAur sur la zs' 6ROMN LWYY S6.TY SAND SII J' Elevations referenced to an assumed datum. I am familiar with the STANDARDS FOR APPROVAL P"Aww+ SW AND CONSTRUCTION OF SUBSURFACE SEWAGEY DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCESS MET�c�F and will abide by the conditions set forth therein and on the /r permit to construct. * aF The location of wells, cesspools and water lines shown hereon are from held observations and or from data obtained from others. 4K 01 0 4 618 . ANY ALIERA77ON OR ADD177ON TO THIS SURWY IS A WOLA17OW ECONI �f('i�q 1e OF SECTION 7209 OF THE NEW YORK STATE EDUC4710W LAW. (631) 76 —5020 1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER71"CA7IONS P.O. BOX 909 HEREON ARE VALID FOR 7HIS MAP AND COPIES 7HEREOF ONLY IF AREA=192,902 S0. FT. SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR =MONUMENT 1230 TRAVELER STREET 04-137 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 ��Q�gUFFO(,�co � z Town Hall,53095 Main Road Q � � Fax(631) 765-9502 P.O..Box 1179 y �aQ`' Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION 11 c� Date: Building Permit No. J lO? z Owner: -S:-P'-1'!!5T ✓I� (Please print) Plumber: w w. O'Y2,4,„ 14�2! y2-tel P (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of #19CW 200r P Notary Public, County PATRICIA D.QARSIK 'IatarY PUW State of New York No. 01GA4522513 QuallfWd In Suffolk County :rri�s.ion Expires August 31 /0 LAWRENCE M. TUTHILL --- PROFESSIONAL ENGINEER � P.O. BOX 162 " - T 2Qf GREENPORT, N.Y. 11944 -- Lk DEP-,. (631) 477-1652 .._ ;. September 7, 2007 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Garage Eric H!Lnm$ 46030 Main Road Southold, NY 11971 Permit No. 3190 TO WHOM IT MAY CONCERN: I have made the following inspections to the above mentioned garage as follows. The garage was built to the standards of a partially enclosed building in accordance with R 301 .2. 1 .2 BUILDING Code of New York State using 5/8" plywood (,n i:Nturior walls and roof sheathing and 20 gauge strapping. The pressure tests for the water supply and sanitation systems, strapping, rough framing, insulation, and fire caulking were done in accordance with the New York State Building Code and the Southold Town ode. Sincerely, Lawrence M. Tuthill, P.E. %T. KElyy�9 `�i"� prlya� gym pA�ESS{dM'�.� Y o��,oe souryo }© TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Q1I1-� q DATE / —/o —' INSPECTOR �o1y,OF SO4Tyo6 3 I �-4 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING f FINAL [ ] FIREPLACE A CHIMNEY /[ ]\FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS! - n DATE ����� D INSPECTOR �o�yOF souTyo`o �co TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [�Q FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O DATE _ ° INSPECTOR "�' Zo��oFso�,yo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ j FINAL [ ] FIREPLACE A CHIMNEY/[ ] FIRE SAFETY INSPECTION REMARKS: DATE ����� INSPECTOR . t FIELD INSPECTION REPORT DATE COMMENTS s FOUNDATION(1ST) ------------------------------------ S �L FOUNDATION(2ND) z 0 6' W � O ROUGH FRAMING& � H PLUMBING Z INSULATION PER N.Y. y STATE ENERGY CODE O IL � 7 FINAL oa 0 a ADDITIONAL COMMENTS 'L 0 r I, , A `► m ------------- r v ,max w �0 z° o � O b � d 7 6 Pi rp SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD / SUFFOLK COUNTY, N. Y. SCALD: 1*=W % MRX 8, 2004 MARCH 21, 2005 A . , 20O5fcone. pal Q z UG11b 0 ? N WELL O J s ^ m � 16y�ti E` s` z Z I N61,Zq00 T L_ Y /M VIA 51� a � • L� _ D Z O ` LV OO a a. AC— AL 366-6 ZEST HOLE OD W 912/x9 oAW wow svr Law a EBL- l ypLAN1 -----— wow LOWY av u ---- - zs' WOW Lwrr sa rr svn w Elevations referenced to an assumed datum. 1 am familiar with the STANDARDS FOR APPROVAL IM£M W AND CONSTRUC17ON OF "SURFACE SEWAGE � S MET DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES Lwm7dwill abide by the conditions set forth therein andon thet to construct. cation of wells and cesspools shown hereon are field o**Wvotians and ¢r from data obtained from others. 991 ZRA 7XW di A00IRW ?* M SGWWY IS A WaA RONMV AF 1W NEW mRr ,,§§TASEDUCil77QN LA1K 637 71lS-5020 Fi1X � 5-1797 AS PER S:;w 7yQp-Sl li�ipV 2 All. IXRAMAnONS ARE Y AJP PAR M 0MP Alm COft-S �f WOF CKY Il' AREA=192.90 Sa FT. P.O. BOX 909 AP VN yOPM " JW MOICISEn SEAL aF 1NE SURWYM 1230Stt Alyp! A • -MONUMENTSQ�tTF1AL Atom, 11&71 04-137 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 31 , `f-1 ?r� Check Septic Form N.Y.S.D.E.C. ExaminedtG Trustees 20os_ Contact: i Approved Iii 1 13 ,20 06 Mail to: Disapproved a/c Phone: Expiration l�30,20Q,6_ l � Buil ing Inspector 7Is 11 APPLICATION FOR BUILDING PERMIT Date �( 20 0r d�oc SEPT• INSTRUCTIONS i AWN LO I ff�TFi—s application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. K (Signature of applicant or name,if a corporation) ,ta,e x 34Y /Efak,ti /19S y-- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ®f)✓,lk- Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. u Other Trade's License No. 4 1. Location of land on which&/ > � ci proposed work will be done: //'�///�� 4t,ol0 t,( House Number Street Hamlet County Tax Map No. 1000 Section 7 S' Block CEJ 3 Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and inten ed use and occupapcy of proposed construction: a. Existing use and occupancy IL b. Intended use and occupancy 3. Nature of work (check which applicable): New BuildingAddition Alteration Repair Removal Demolition Other Work 4. Estimated Cost"(� 000 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 0? 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ( Rear Depth 315� Height V Number of Stories Dimensions of same structure with alterations or additions: Front D Rear Depth Height Number of Stones 8. Dimensions of entire new construction: Front ea S Rear--/ G Depth -3o ` Height .2-) , Number of Stories Z 9. Size of lot: Front Rear 3 oco-q[ ( Depth 10. Date of Purchase 7 f�i �! Name of Former Owner 11. Zone or use district in which premises are situated /a.TXjL 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES_NO 'Will excess fill be removed from premises? YES_NO 14. Names of Owner of premise w I LtZxS Address Y(oacro 1441K%, hone No."-I Cas - 4 Y' Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO t-� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S: COUNTY OF L �A'L_J LJ e_ - being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the n t✓�t E�— (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t ere me thi day fQ­N �irnu �. Y�lu�n o tary Pubh Signature of Applicant MAffnN NOWV Now York Qu~In Suffolk GormtY CommisNon Erpirat MaY 11. 28n 7 TITLE NUMBER 641-S-00510 VARIANCE SEARCH JEANNE ANSTETT, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 386 MARCY AVENUE, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OFFICE MANAGER OF PECONIC ABSTRACT, INC., AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULES. THAT SAID EXAMINATION MADE TO INCLUDE 11199 AND SAID TOWN TO DISCLOSE IF SUBJECT PREMISES IS IN FACT s SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE IS 1954. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE BOARD OF ZONING APPEALS OF THE TOWN OF SOUTHOLD AND TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. r DATED: 1111999 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 5th DAY OF NOVEMBER, 1999 �-t"Lt-<C�.e,2-ems Ua-�P BY NOTARY PUBLIC ANNE ANSTETT OFFICE MANAGER YORK NOTRRY PUSl1O�STATEE O OP NEW TERM EXPIRES DECEMBER 16d98�798� VARIANCE SEARCH 641-S-00510 SUBJECT PREMISES: 1000.075.00-03.00.001.000 — o` " " W. COURTLAND CASE LIBER 1988 PAGE 588 TO DATED: 6/17/38 LOTTIEAMBROSKI RECORDED: 6/17/38 LOTTIE AMRBROSKI ��� LIBER 11887 PAGE 967 TO DATED: 3111/98 / WILLIAM POLLINA RECORDED: 4/10/98 k* WILLIAM POLLINA LIBER 11988 PAGE 889 ' TO DATED: 8/31/99 JANET HEINS RECORDED: 9/14/99 LAST DEED OF RECORD SWORN TO BEFORE ME PECONIC ABSTRACT, INC. THIS 5TH DAY OF NOVEMBER, 1999 by: :r NOTARY PUBLIC J NE STETT MANAGER 1SC11ELLE VAIL NOTARY PUBLIC,STATE OF NEW YORK '._ SUFFOLK COUNTY-NO.OIVA4989798 TERM EXPIRES DECEMBER 16,199,� s 41 _ ;s4 y, v�y R!i J VARIANCE SEARCH 641-S-00510 PREMISES TO THE EAST AND SOUTH: 1000.075.00-03.00-002.000 W. COURTLAND CASE LIBER 1965 PAGE 531 TO DATED: 1124/38 JADWIGA NIERODZIK RECORDED: 1124/38 CORRECTED BY LIBER 1989 PAGE 39 JADWIGA NIERODZIK DIED 1942P252 SUFFOLK COUNTY LEAVING JOHN NIERODZIK, JR. JOHN NIERODZIK, JR. LIBER 5122 PAGE 41 TO DATED: 212162 JOHN W. NIERODZIK RECORDED: 215/62 JOHN W. NIERODZIK LIBER 11876 PAGE 560 TO � DATED: 1/27198 / WILLIAM POLLINA RECORDED: 214198 WILLIAM POLLINA LIBER 11988 PAGE 891 DATED: 8/31/99 RECORDED: 9/14199 ODER LAST DEED OF RECORD SWORN TO BEFORE ME PECONIC ABSTRACT, INC. THIS 5TH DAY OF NOVEMBER, 1999 Q f�C Up by. NOTARY PUBLIC J NE STETT FFIC ANAGER IACHELLe VAIL NOTARY PUBLK7,STATE OF NEW YORK s e SUFFOLK COUNTY.N0.OIVA-4989798p TERM EXPIRES DECEMBER 16,199 J y "i �v VARIANCE SEARCH 641-S-00510 PREMISES TO THE WEST: 1000.075.00-06.00.011.000 SERENO H. SMITH LIBER 1127 PAGE 25 AMARETTO B. SMITH DATED 215/25 TO RECORDED:219/25 ARCHIE W. SYMONDS AND RUTH T. SYMONDS (PART OF PREMISES AND MORE) SERENO H. SMITH LIBER 1304 PAGE 324 AMARETTE B. SMITH DATED: 114/28 TO RECORDED: 1/18/28 JOHN MOKOS (PART OF PREMISES) ARCHIE W. SYMONDS LIBER 1325 PAGE 477 RUTH T. SYMONDS DATED: 1/5/28 TO RECORDED: 1/10/28 JOHN MOKOS AND ANNIE MOKOS JOHN MOKOS DIED 1947P635 SUFFOLK LEAVING ANNIE MOKOS AKA ADELA MOKOS AKA MAKAS ADELA MOKOS AKA ADELA MAKAS DIED 1964P917 LEAVING BENJAMIN MOKUS BENJAMIN MOKUS DIED 1968T1946 LEAVING HELEN MOKUS, BENJAMIN MOKUS, HR. THOMAS MOKUS AND ELIZABETH ANN NEVILLE FORMERLY MOKUS BENJAMIN J. MOKUS AND LIBER 6273 PAGE 12 THOMAS W. MOKUS DATED 9/15/67 TO RECORDED 12/13/67 HELEN MOKUS ELIZABETH ANN NEVILLE FKA MOKUS LIBER 6437 PAGE 491 TO DATED: 7/30/68 WILLIAM NOHEJL RECORDED 5/9/69 HENRIETTA NOHEIJL CONTINUED ON NEXT PAGE r�r SWORN TO BEFORE ME PECONIC ABSTRACT, INC. THIS 5TH DAY OF NOVEMBER, 1999 NOTARY PUBLIC JEANNE ANSTETT umma VAIL OFFICE MANAGER NOTARY PUBLIC,STATE OF NEW YORK SUFFOLK COUNTY•NO.01 VA-4989791 TERM EXPIRES DECEMBER 16, 199 :}t VARIANCE SEARCH 641-S-00510 PREMISES TO THE WEST: 1000-075.00.06.00.011.000 PAGE 2 CONTINUED a WILLIAM NOHEJL AND LIBER 6792 PAGE 225 a HENRIETTA NOHEJL DATED: 5/8/69 TO RECORDED: 519/69 MARIA MANITTA MARIA MANITTA, DIED 365P1975 LEAVING PHILIP MANITTA w 3 PHILIP MANITTA AS EXECUTOR OF THE ESTATE OF MARIA MANITTA TO LIBER 8426 PAGE 110 FREDERICK G. LAPPE DATED 5/9178 CHRISTOPHER LAPPE RECORDED 3/10178 STEVEN LAPPE SWORN TO BEFORE ME PECO BSTRACT, INC. THIS 5TH DAY OF NOVEMBER, 1999 NOTARY PUBLIC J NE STETT 4= FIC NAGER WHELLE VAIL NOTARY PUBLIC,STATE OF NEW YORK SUFFOLK COUNTY-NO.01VA4969799 TERM EXPIRES DECEMBER 16, 199- PERM 42(2105) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION HIGHWAY WORK PERMIT /� Permit Fee: r (f� It NoA 0-05' Q Z o 8 Insurance Fee: l� ` . �__ 6i Project Identification No.: Total Received: t i U 12J01J2AA5 Expiration Date_ Check or M:(b jVo., ��I .� 3 U 111 0229 SH No.: i-1 D 6.80 Deposit Rec.for$ r'.. _ Check or M.O. No.: .PT. . . TOWN OF 501iT D J J Dated: 'Permittee: Estimated Cost of$Wrk Performed in the State Right-of-Way$ JANET E. HEINS WAIVED Chargeable to Bond No.: PO BOX 354 4 0.60) or Undertaking on File: PECONIC,'NY 11958 Att- 631-766-1943 Billing Address:(complete if different from above) Return of Deposit Made Payable to: (complete if different from Permittee) Under the provisions of the Highway Law or Vehicle&Traffic Law, permission is hereby granted to the permittee to: TO RECONSTRUCT 6 PERNANTLY MAINTAIN AN EKISTIN6 RESIDENTIAL ACCESS ON THE SOUTH SIDE OF NYS RTE. 25, RETEWEEN NNS 15 98-1599, AND OTHER INCIDENTAL MORI AS PER ATTACHED PLANS 6 SPECS. ALL WORK SHALL BE TO THE SATISFACTION Of RES, EN6I BEER. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPROVED PLANS, NYS SPECS OR ASOBE, MAINTENANCE 6 PROTECTION OF TRA FFIC SHALL BE THE RESPONSIBILITY OF THE PERMITTEE AT ALL TINES UNTIL COMPLETION OF ALL WORK ETC. THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC.ANYONE WORKING IN THE STATE HIGHWAY RIGHT-OF-WAY IS REQUIRED TO WEAR HIGH VISIBILITY APPAREL(ORANGEFYELLOW)AND A HARD HAT. Coun!APFRLK SOUTHOLD Municipality- 25 Route#- as set forth and represented in the attached application at the particular location or area,or over the routes as stated therein,if required;and pursuant to the conditions and regulations general or special,and methods of performing work, if any;all of which are set forth in the application, and form of this permit. DateckapAU6E• N.Y. Commissioner of Tran tion Date 860100A5 /OERE SMITH' By IMPORTANT THIS PERMIT,WITH APPLICATION AND DRAWING R COPIES THEREOF)ATTACHED SHALL BE PLACED IN THE HANDS OF THE CO : ACTOR t3E FQREAtW; WORK BEGINS.THE HIGHWAY WORK PERMIT SH LL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. ` BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY THE RESIDENT ENGINEER, KEVIN NATTHAEI 19H COUNTY RD 956 (631)121-1131 RIVERHEAD, NEW YORK 11901 UPON COMPLETION OF WORK AUTHORIZED,THE FOLLOWING WILL BE COMPLETED,SIGNED BY THE PERMITTEE AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed. Refund of deposit or retum/release of bond is requested. DATE PERMITTEE AUTHORIZED AGENT(If Any) Work authorized by this permit has been satisfactorily completed and is accepted. Reverse side of this form must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Mailing address of refund has been verified. ❑ Amount charged against Bond may be released If different, list new address below. ❑ Retain Bond for future permits ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER The,Regional Office will forward this form to the Main Office with the appropriate box checked. �".m:"C7"' a r `sed ed ❑ Refund o4Guarantse Deposit on this permit Is authorized ❑ Forfeit Guarantee Deposit to NYSDOT ❑ Other DATE REGIONAL TRAFFIC ENGINEER The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during fhe operations authorized. The Parmittee will cause an approved copy of the application to be and remain attached hereto unitl all work under the permit is satisfactorily completed, in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the,satisfaction of the Department of Transportation. .Upon completion of the work within the state highway right-of-way authorized by the work permit,the person,firm,corporation, municipality,or state department or agency,and his or fts successors In interest,shall be fesponsible.for the maintenance and repair' of such work or portion of such work as set forth within the terms and conditions of the;work permit. N yeD V3 m LOT LINE CHANCE AT SOUTHOLD TOWN OF SOUTHOLD o SUFFOLK COUNTY, N.Y. 1000-75-09-01 h 02 SCALK 1A--W' SAME 28, 2004 Auq. 1012004 F.b. 19.0003 / J a M. 1 AREA; 0 1\ 10,0I5'j92\9�E sQlf. E 0 be tp',', 2 N6a[+ems .or s� z z u i N ^;: tc a C F, N til r•' }f 366.91 ACNN' Ei v S x'61 TEST HOLE Nt 912199 576M` — u.A.ww an foul a exaw.'ffww al a If _ -rs aw.x foNly ary sAb r ZCNE- A-C I am familiar with the STANDARDS FOR APPROVAL rAfE fwvw.v.R m roux sao r AND CONSTRUC770M OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the 17 tF nF mew permit to construct. ;'�ya[.MER°'94. The location of wells and cesspools shown hereon are from field observations and or from data obtained from Others. {,QTn- ° .S. 6f . NO. 4961. ANY AL7ERAl OR AaomaN TO M/S SURVEY 15 A WaAnON PECONf, P. . OF SECmw 7209 of mE NEW r0W SrAIE muCAnON LAW. (631 J 1 765-1797 EXCEPT A5 PER SEC"M 729-SUODWSM z. ALL CER7MAW WS P.O. BO M1.AGB\� NO,,,,ARE VALID MR TINS MAP AW CGRES 7HEREP`GNLY/F 7230 TRA e ro w re xAR n r RAoRF55Ea SEK aF>NE ST R E cw _......_.- - . _ _ nd-i q g0NID SURVEY OF PROPERTY AT SOUTHO,LD -- TOWN OF SOUTHOD / SUFFOLK COUNTY, MY SCALK 17 J APRIL 6, 2004 MARCH 21, 2005 UP i O Z $ 0 i z N N pELL �• O N 1691' fy 00 z T\. z z �i � N L / Cl) Ap / Z � � LP 35' @ / a, 47.6 5 6 AC AL �y81, (�> LEST HALE 57g�45 � W 9/2199 �. DAW BROW 51L rY Law a VA601 aP°wv Lowy sxr ML 9VOIIN LOAMY SW.ry SAND 9/ -- r ��ov NEWJ��'Q� Elevations referenced to an assumed datum. yAa ,ME I am familiar with the STANDARDS FOR APPROVAL PALE LWOW AND CONSTRUCAON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAM1L Y RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. " Ab. s . The location of wells and cesspools shown hereon are LAND from field observations and or from data obtained from others. W-a$4N.. S. Ll 4961 ANY ALIERARON OR ADDITION TO THIS SURREY IS A NOLATIQN CONIC 9AWYORS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCA770H LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SLWWSION 2 ALL CER I7RCATIONS HEREON ARE VALsi Fl71W THIS MAP AND COPIES THEREOF ONLY IF AREA=192 902 SO. FT. P.0. BOX 909 SAID ANAP OR C04M " THE &OPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WOSE SIGNATURE' APPEARS HEREON. =MONUMENT SOUTHOLD, N. Y. 11971 F04-137 ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: 1 C/c lel n e s Per: ot) 2ov Dated: 2. i o SUBSYSTEM AREA DESIGN CODE DESIGN CODE 'U°' C U" UA UA Exterior walls / (,S '� D•//3 P 0.14 2 2 o. S—) 2 -13. 2-& '/ Ceiling Roof 1864 O,o3 0.031 SS j . G 8 Floor Over Unheated Space / B J 6 0. 0< 0.05 12 . 80 7 2, L9 J Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: L31, q.ql Y2 3 .6 2 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 To the best of my knowledge, belief, &professional judgement, these plans are in compliance a4 032254., with.the code. FES 10 ,Z TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET v VILLAGE DIST. SUB. LOT FO ER OWNER - N f E ACR S W TYPE OF BUILDING f( � yfcu Jnn Nrevc�lzil� a> � RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS le;2,�" Co�� F(E ✓� �/ . � a o C� /9p e,✓ S _�-' �7- r.. n/fin• Soo 306 F4-2, " S 66 Yd , s-o7a'-� 7 /, jos o0 ons /1 / z � /30U / zaa yi�Z alt b yf7zo /Z�C� AGE BUILDING CONDITION G 9� (' ` (P 12.00 l/ NEW NORMAL BELOW ABOVE 3 ej FARM Acre Value Per Value /( ii l2O0 (t Acre 3 t( +<_ 17!00 /t Tillable s< 3 3 ° v3 2 AGE N p7J��tl� �/0 006 Woodland FR �CLN RO y �_ D L �T7P//7C 7 OCC Meadowland DPT "q ✓, House Plot BULKHEAD Total DOCK Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/09/05 Receipt#: 119 Transaction(s): Reference Subtotal 1 1 Septic Permit-Construct- Resid. 3477 $10.00 Check#: 119 Total Paid: $10.00 Name: Heins, Janet Po Box 354 Peconic, NY 11958 Clerk ID: BONNIED Internal ID:3477 9/7/07 Rev. 1 Added 3 rooms i - oLF Tr'W, THr) e � lti HQFESSVO*r s Fj Closet 44 J 4' z LA'7e utility r-Luc ( I r Room 0 1 a I rr-6k,_ ? F I Storage LrI !ti Room su __ � yr�'tavr- �s-trt'tf� S E � 1 r 5 1 }1y 9/7/07 Rev. 1 Added 3 rooms tgF NEW CE y I , r I ���FESSIQN►'� /z }'4^- Kt" Closet (A t4 Utility (-LuF i 1 c-N•Y� Room Y {' i'Cgt- t(f i I . I Storage 5 Room I ` u vf 10 -0444 i i ,.:.. . . �I I I s • � , 9/7/07 Rev. 1 Added 3 rooms loc i I n :ZM GC Closet SII (A f4 It.Al-14 x 2. LAYe Utility f'LuC Room i f i Storage T I i Room i �. S SMI, FIJI-LX-NG--Al -4R Z i CY - - T Applicant/ , Date Owners Natne Archi(ectl Qate Cngineer: - ___ __- Submitted, ��_ SCTM M: Distrio: . QLO Seetion: block Loc _ project Subdivision Location: �(p0 �y /LSAi� 1�__�9{a�L_— Name:—_— — $iqk & separate Required cel7tfication: (Ycc f No) /✓� _ Req. I_oaing llrtlriel: 1"tslzed� Anual: (IAl coverage s/ iropo,ed r/ ,A1 Req /�' 0. Rc (from l'ud _(p(�Proposed: ✓ ( (Side Yud / _ Proposed: ✓ 1 (Rur Yard _�S Project Description: "6�40 AGE CA EI.�MITS e i REQUIRIM FOR RM EW NO YESNumber Suffolk County HealtlrDept. Now York State . D. E. C. Town Tnwtees Town Zoning Board approval: Town Planning Board approval: T— Flood PlaneZone:Elevatio Zone: n 979 n �6� Flood Notes: i-u� r,.,t i�-v� .��� C/,�i t.�� � ..,.-�i't;_ /-�Lrr.,r,.r�--t• 0 4"a r 0 Y �7 o6lr � l L;V SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NV i o ser* Assn lirnrraNml A @NGLE FAMILY RESIDENCE by DOOLl REC c DATE yJT + 0. Rio-oma- oo�16 N SUi=FOL OU1V +APPRO 96S25SR24 A;fjo: M � E , R6 YEARS FROM DATE OF APPROVAL Z 9 to va 75N SURVEY OF PROPERTY N AT SOUTHOLD TOWN OF SOUTHOLD N / SUFFOLK COUNTY, N. Y. g - 1000-75--03—M z " APW s, 120 4 MARCH 210 2005 LP o z O ` - �:;R in z N rA J N O 1691 °" 5"D z .51 ,O z (� O O m Z1 7 N Du_ LA m n PROP, GAR TMENT N WG bY 090L (a 1, ` •1 n W ♦ LP O C �`��, 0. EL 47.6 /iJ1 6$1, �pEED)L) TEST HALE �g'#5 00 9/2/99 aunt exaolw carr Law a EL. sal yA6 AHT ------ 11 BROW LOAMY-%TML I ------- 1.5' IAPOIIW LOAMY 9LTY SAND SM Elevations referenced to an assumed datum. I am familiar with the STANDARDS FOR APPROVAL PALE AROW s AND CONSTRUCTION OF SUBSURFACE SEWAGEo DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES SAP as.Merl Pp and will abide by the conditions set forth therein and on the 17, _9� permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. Y. N 9618 ANY ALTERATION OR ADD177ON TO "S SURVEY IS A VIOLATION CDNICStAW OF SEC17ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC17ON 7209-SUBDIVISION 2 ALL CER71r7CA7T0NS (631) 765-5020 `�6CdL� -1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA=192,902 S0. FT. P.O. Box 909 SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. ■ =MONUMENT SOUTHOLD, N. Y. 11971 04-137 1 OCCUPANCY CL45SIFlCATION R-3 RESIDENTIAL SE ON 370 BUILDING CWE NY S. USE - DJYEIliNOU CT70 310-31 2 HEIGHT '-B" do FIFE AREA 1440 SF SIEDGNRFLbO E 04 19085E OAPAGE W o 3348 SF TGTAI- L �- TWEOFCONSTRUCTIO PEV OD RA ONSTR it - TION E025 DESIGN C ERIA PRESCRIPTIVE DESIGN- 1585 C HIGH WIND LL W Z FRAMING ELEMENTS E FLOOR PLANS AAD SECTIONS e( DESIGN LOAD ULATIDNS PAGE 10 y' fr WWDCWAIJD DOOR SCHEDULE PAGE 10 - N LOAD PATH SECTION PAGE 7 uj NAILING SCHEDULE PArF 10 in EGR SS RAM,PAGES 5 AND B U PUJMSMG RISER DIAGRAM PAGES FI PROTECTION FLANS.PAGES5 AND ENERGY CALCULATIONS ATTALHED 103 Uo4 } m 6i"_ Iii —1 oo � L Az 12 — — r - - - T --- — __ - -- _ - - -- -- -- - - - - - O - -- — - - - - — — - — _= w o - — — — _ _ - -- - - - - _ - - __ USE Is UNLAW OCCUPANCYCERT - _ - - Tgo - i z W ,rl A LIQ TE OFOCCUPANCY mum K AT - - = _ Q - - - -- C !` -- ` NMtILING 3 CG1411 N iV W .. -- - -- - -- - -,- - _. __._ - --- -- - - --- -- -- ----- - - -- -- --- DATE: , n L P Q LL. w FEE: Io/ 7L 5v DO NOT PROCEED W H NOTIFY BUS -'mi , CEPA TMENT AT FRAMING UNTIL SURV PLUM 'l l; 76 5-1802 n .rd. TO 4 PM FOR THE OF HAFOUNDATION LOCA �/�C7E ' 11x ,, , FOLLCWNC INL�ECTIONS: S BEEN APPR f-EGN"1R S��J ;y 1. Fr TWO REQUIRED FRONT ELEVATION T SCALE y4' - V-0" ERING y 2. RO'Jri rRA MBIRG1�'��� r r. _ 3. lt_U .iON PLUMBER �� 4. FIN,,. CONSTRUCTION MUST CERTIF/CAT/ON 6E tatPLETE FOR C.O. E I l ON LEADCONTENTBEFORE ALL CIN TRUCTION SHALL MEET THE CERTIFICATE UF ODEBOFNEW EAV IERS SOLDER USED IN Wq SI ANTORRM TO WATER A ON RU OFF' 7$jt =ESPO SIBLE FOR REQUIRED XCSUPEED211oOMCAN COMPLY WITH CHAPTER 46" EXCEEDyIpOF i/L Ht 1OWNCODE- FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE- W LLNZ �r�- p CD � ul, C1NZo O LL Z UoQYI 00 W W J p �aacai� 00 (n-7- 0 — LLr� Q S O V 4 - W Z Z W uiPllh J 11 I tl l: I '� fl , i - - 'I 2 '3 o � w PAGE RIGHT SIDE ELEVATION SCALE n _2 --- — — ------- ------- .—_ - %a" = 1'_Q" 5r- it Y r m tu W LL to Z r y co Fern UrnOrc LU � L Q W M UNZ <o LLQ Z 3 mODa m 0 o u---. --------- --------------------------- -- - -_ In ry O LLw 032254.1 4l W111 y/ ` Z 90FOSSWNP . = W - - - ZW � z 312, ---- - ---- -- --- -- --- jj p -------- ------------ ------- ---------------- --- ------------- — _:_ ----- — — — _-- — — — — — - � W Z — -- — — — — i -- ---- --- -- - --- ----- LL W ------------------------------------------ ------------------------------ --- -- -- --- -- --- WHL I W o -i PAGE LEFT SIDE ELEVATION SCALE %` = T-O" A-3 or ( � . n Y n � W N r W � Z LL = � UjCV In r \, W N 1LZYY m �gl U. a F- m Be 8,. z-r 4W b '� �4i1 r 1 "Ts air r i Fj I io S°STEEL COLUMN ON 4'0 X 4lP'%vlb P.C.FOOTING M 0 � TEEL COLUMN ON 114,WALL(TYPICAL) ul -- HIGFOOT P.C.FOOTING WITH a _ -� NATN 9"SONOTU9E(TYPICAL) r+ I O L{ I / T{"fijlK�d:C.LSt .-`_...J��,.�.,...Jtq.•tk[d,"1_., \� i ' � ip m 4 i � f -- - - -�— _ h. J L�•� Q0322M-, .c r 90FESSIO�P g 0 FOUNDATION PLAN PAGE SCALE V p" a q � 1 Q 1 t 9 O N O o z - X44 iz - ►a S t 'o' Co" ,0 Rwtsl r „ Z.sr 2- Zf i ,.• s Hpn,_ �j 124,J �HfS P— $ - Z. 2 }m nu p� K Nil Vi U"�ti �___ ^�`, I (.{ �61�I+,,(iiii Cx !\(L✓�k , i ¢ LL LA'rc _ :Iv3 DRY'.I cel FI f�/NT6i`j t�):i F.td L ' e l_?R.Y ,.,r+ • -r O R 3t S r ". f') . I ! r � 1( o rA s I I LL� V '4`s" I I - `` �,� i — —.u}.r PEW ct lc` I w }y, 0322 s. o�zzsn-1 a . v '�RgFES510N� o✓ O a^as, 1 � Y r m woW LL co Z r oYp� Go W W N N C9 cry. Z20 � O o 000 Y s h 14 48 5.•7. 12, L 12'•10" il12. 5,_7. 1n t„ gm - CW14 CW235 CW14 EGRESS CW14 EGRESS 3068 -- N nl CL 9'i^ �-•" 10'•9'--' -- - -.. `_ DINING ROOM KITCHEN PjE -0$,00 M CL 3088 BEDROOM U = a N I2 S4 rE1. - - ! :2 nI �14`LI1 rvly L 41 (3)2X4 POST IN ALL TO DOUBLE - -.- - - m m FLO IST-BELO _ 3068 3,-3.. m 7e 4X4 POST TO RIDGE ABOVE DOUBLE LVL - - 3068 w a m DECK /j DROPPED HEADER - - - -� `v n a1 ' r - Z 30 8E x (2) 1 314"X 9 112"LVL 5'-0"LENGTH -- - --- - - o m - 'g' Y. . w HEADER, FLUSH WITH CEILING JOISTS LL fJ LL (3)2X4 POST IN WALL TO DOUBLE --- i �' FLOOR JOIST BELOW L 1 068 LV Z °z io CL (� W a Q - LIVING ROOM �,\ w 2MASTER BROOM Li REk. .A$.7r LIaHr�Sv) �j `W" O0.' I W 1 CL ns vearyp) uj z _ 8.. _ 4.. - -, �-N .._t�.%1- 4" Yiet,O_ Li. LLCstO�S.F) 8', r Z W � I LOT LAU RY A. c C m C 68 Ccc O CW14 CW14 CW14 CW14 EGRESS _._ 5•_T• --�I�-__._--____f 12' 12' 0" � 12' 5•-T,. — I J 48' --_ -- _ ._ ._ —___ iv�� LL O Z 032264-1 �t1 p (/W�� �OOFESSIOHP� SECOND FLOOR PLAN PAGrz — - --- SCALE Y;' = 1'-0" LOAD PATH IISC FASTENERA 40 F- N Z ~ sUO m \ ♦ , N WR RR- 18"OIC ��rA / vAWig 2x6 CT-Ie"DIC � ci � < 1Tj / .__.._.---- ---`---- \ -- -- - ---- -- -" - -= 1X8HANGER FROMAIDGE TO CJ-18"OIC 1X1 POST TO RIDGE(SEE PLAN FOR LOCATION) —.__ -- ---- -- ------- (2) 1314"X B 1/2"LVL 5'•8"LENGTH HEADER,FLUSH - -.�_ WITH CEILING JOISTS a c � -�''J . In..iSU t_ 2.2k:. � FASTENERS 9 ---- - - - — _ " --"--- --- 2X6-16"OIC STUD WALL NTHR7i INSULATION,(7YP.) ------ --- (3)2X4 POST IN WALL TO DOUBLE FLOOR JOIST BELOW ( (SEE PLAN FOR LOCATION) ' I 2X1- 18"OIC INTERIOR STUD WALL, (TVP.) I , _ FASTENER D ,�jY�%JLRf�(iJ� RI .�:. __ _- __ __ ___ — STEELGIRDER wibwYS r Ll U Nf?A'T"e: D -" -• -?t)d:<,C3L-:_. -.-_ Q O `' -- - w _ _ -- -- STEEL COLUMN ON4 -0"XI` 9"X ' 'O P.C.FOOTING itx1.,"AsSsQ lnrs REGN.ankcv 4x4 La�1a"Jsi'2" Si.Aua1.. "P,§ �.3'.'.t4g !kb -, - ---_ FASTENERE f M<^Ek'3YFRYL� f."T'R'aK" _ - C9n:wl,.��c GRADE — NEW 8"POURED CONCRETE WAILS WITH 16X8 CONTINUOUS FOOTING �`Y in NV 8' Q . � 03 M-1 Pao ESS IVA IV t PAGE SECTION A S ALE 318"� 1-gry �� , 1 cf 04 CCA POST FOR RAILING SYSTEM ti m BOLTED W/(2)'i"CB ---- HOUSE W -' -- T'o C ooc UJ o DECKING - __-- U) Z ^ 2X10 RIM BOARD ---�� < F l4."ot . O 2X16 CCA DJ- IV OIC --- RTO FA NER ,Z,klu. U'` W 3 N (2)2X12 CCA GIRDER / < N W t) VNZ <D (o k(o SCA POST ON 28"BIGFOOT P.C. — - - ---- '- -- FASTENER / FOOTING WITH 8"SONOTUBE JOIST HANGER ___ _ - —. ._._______— i 2X8 CCA LEDGER BOLTED TO HOUSE _ --_ - -_---- -- -- - -- -------- uupp � I WJ 1s"CARRIAGE BOLT- 18"O/C GRADE --------.� - -- POST ANCHOR PAU 44 FASTENER } , CD 71n I WOCONTINUOUS ----- FASTENER UISP TMU 28 OR SIMILAR -- 28"BIGFOOT P.C. FOOTING WITH �/ � _------ ---- --—� 8"SONOTUBE(TYPICAL) 2 l' IW RR- 18"OIC — -- - --. FASTENER D t2i3 � SECTION C tiS uvs 11PS'iS T 2 rr"> 71M CJ-16"OIC -- 6,AiC�=SE7.'SGS'i`7— __ SCALE 3/4,r=�,_0" FASTENER B Z — _ -" -_ L l f W Z = D py W h -� — - _ _ - _ mr� [- 1 +yam a � a z 2X8. 18"O/C STUD WALL WITH ISI INSULATION,(TYP.) W wl }'R¢VtCC �nuTe:c�'wN FASTENER _ _ GRADE L NEW 8"POURED CONCRETE WALLS WITH 18X8 G roga /I CONTINUOUS FOOTING io ST`(BlFI?afiiL ' ti•O m '- W 1'." 1--.7 // �§ O W z 0 ;. � V � 0322511 r` ui / �'�OFES/SIO - VJ SECTION B PAGE SCALE 318" = 1'-0" A-w Q a� 1It RIDGE III RAFTER USP RS260 AT 21. — i 'OIL �L LIN h A —RAFTER/RIDGE/RAFTERwITHcT L, RAFTER - __- _ _____ _ _,_C) KING STUDS I II I RIDGE - - - -__ _ RAFTER STUD RAFTER - - -- (i USP RT16 OR(2)RT7 TOP PLATE -- {) TOP PLATE -__._ __0 HEADER -- _ P) I j USP.RT20 - - - : USP R9260 AT 18" —_ SP R5260 AT 12" - - - -._-_- ION aB!'PROBUOT USP R3250 AT 21 -- I� CONNECT USP L9 OR TMU IES--- WALL STUD ---- - -- WALL STUD fl O II ! JACK STUDS __- - ) A RAFTER/RIDOEIRAFTER WITH LT. RS250 21 I� Zi -T� .. RAPTERIRIDGEIRAFTERWRHDUTCT RS250 21"+ LSSH179 yl v- B RAFRiR/PLATEISTUD Rrm RAFTEPoPLATE RT1S W(2)RT7 Al ',IRAFTER/RIDGE/RAFTERwocT B {RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STVD C HEADERISTUD RT3 PLATE MD R= 18" C HEADER/STUD HEADER/JACK HEADERIJAOK 6TU0 R9260,17' D FLOOR TO FLOOR KLFTA W R9260 3S" R E STUD/PLATEISILL R$260 38" O STUD/PLATE RS260 Wk PLATE/SILL MPSF W F ANCHOR BOLTS STBIS LU G POST ANCHOR FOR DECKS PAU SERIES CD POST ANCHOR FOR COVERED PORCHES CBE SERIES -_ 1)5 OR 2%4-18"O/C COLLAR TIES MIN. ' RR g7 2 POST USP CBElop -- - - - P.C.FOOTING-- = 2ND.FLOOR WALL STUD - (i 2ND.FLOOR WALL STUD 1ST.FLOOR WALL STUD - -- 1ST.FLOOR WALL STUD ------ �L/� 2ND.FLOOR PLATE - ---- 2ND.FLOOR PLATE -- G POST,ANICHOR FOR DovEREo PORCHES w SUBFLOOR - -- - 9UBFLOOR - - -- 1ST. FLOOR PLATE - - - 1ST.FLOOR PLATE - - - - - - - U RIM BOARD- ---- - ') RIMBOARD- -- - FJ SUBFLOOR- -- -- --- SUSFLOOR--- -- --- USP KLFTA ------ ---- USP RS250 AT 36' ------ USP R8250AT36' - - - - - U9P•RS250 AT 18' --- - IST.FLOOR TOP PLATES- 1ST.FLOOR TOP PLATES --- RIM BOARD - ---- - RIM BOARD --DOUBLE SILL PL ------ POET _ DOUBLE SILL PLATE --- ATE USPMPSFEL STUD - _ _- 19T FLOOR WALL STUD FOUNDATION WALL 70 FOUNDATION WALL 1ST FLOOR WALL STU ' USP PAV- - _ _ , E I �� � s P.C.FOOTING __= J , �, `032254-1 , � P�QfE5S10NP�� I(A�T 11 D FLOOR TO FLOOR D- FLOOR TO FLOOR E i STUD/PLATE/SILL E )STUD/PLATE PLATEISILL G ,POST ANCHORS FOR DECKS 0 0`- _GENERAL CONSTRUCTION NOTES GENERAL"MING NOTES _----_� - --�-- -I;NAILING SCHEDULE 1.The Information on this set of Construction documents IS to relate basic design 1.All wells,2x4 and 2x6,to be stud grade or better 16"o/c All other framing material r -- -- -- -3-3' -- intent and framing details. They are intended as a construction aid, not a substitute to be#2 douglas fir Or better 'TABLE 31-INCLUDING AND 3 e _ I for generally accepted good building practice and compliance with current New York ,1HS SBC HIGH WINO EDITION WOOD FRAME CONSTRUCTION MANUAL I ! state building codes. The general contractor Is responsible for providing standard 2.All Wood framing In Contact with Concrete Or masonry t0 be pressure treated. JOINT D E S C R IP T 10 N NAIL QUALITY NAIL SPACING construction details and procedures to ensure a professionally finished, structurally ROOF FRAMING O sound,and weaNerprool completed product. 3. Provide double floorJolata under walls parallel to flaprjoiat span direction unless RAFTER TO TOP PLATE TOE NAILED W-0- WALL 3-6d PER RAFTER otherwise specified 16'-6" WALL: 4-fie PER RAFTER -r:�- 2General Contractor tocoordinate all sub contractors,scheduling of Work,and C E IL IN G JOIST TO TOP PLATE iTOE NAILED W-0- WALL L-ad PER J019T Interaction between trades 4.Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional CEILING JO IS TO PARAL EL RAF 10'-O' WALL._4-6d PER JOIST iN SII I ' L TER FACE NAILED _ SEE TABLE 3.] EACH LAP lumber floor Jp1818. CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EADH LAP COLLAR TIE TO RAFTER SEE_ TABLE ].4 PER TIE The general contractor is responsible for ensuring that all Work and construction _ FACE NAILED D IIp 6, BLOCKING TO RAFTER TOE NAILED 2-ad EACH ENO - ICJ 1LI meets or exceeds current federal, state, and local codes, ordinances and regulations, 5. Floor construction:'%."longue and groove plywood subftoor Finished material to be R IM 90ARD To TOE ENb-NAILED 2-ad EACH END rf� ;'J- etc. These codes are to be considered as partof the specifications for this building appfled over subfloor Glue and screw I - "- it f of plywood decking to floorJolsts WALL RAMIxB O and should be adhered to even if they are in variance with Me plan TOP PLATE TO TOP PLATE TFACE NAILED 6.All Window and door headers to be minimum(2)2xlO unless Otherwise specified. TOP PLATES A F INTERSECTIONS _ ,FACE NAILED 3-16a _ PERFOOT IiQ 'rJi ` 4 Dimensions shall lake precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. STUD TO STUD ;FACE NAILED 4-16tl JOINTS -EACH SIDE - HEADER TO HEADER Zed !FACE NAILED 24- OIC � Ni Z TOP OR BOTTOM PLATE TO STUD ;ENO NAILED 16E i6. OIC ALONG EDGES 5 The designer has not been engaged for consbuction supervision and assumes no 7 Provide lull Solid blocking under all bearing wells. 2-lea PER 2x4 STUD - responsibility for Construction coordinating with these plans,nor responsibility for 3-16o ' -- PER 2Xe $TUD Ll BOTTOM PLATE Tp FLOOR JDIS T. 1164 PER 2X6 STUD conahuctton means,methods,techniques, sequences, or procedures,or for safety 8 All beams to have adequate bearing at each end oras specified. - precautionsandprogremsinconnectionwlththewarkTherearenowarrantiesfore BANDJOIST, END JOIST ORBLOCKwo, IFACENAILED 3-1ea PER FOOT specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers F L o O R Fit M IN o - - -.- p JOIST TO SILL TOP PLATE,'OR GIRDER TOE NAILED 4-da PER JOIST Ni 6 Refer to floor tans,exterior elevations,and window schedule for types antl sizes of 10.Typical exterior Walla and roof to be sheathed with X"exterior rade I p R Iso ING To JOIST - - - - - "- 9 PY'��pr aL OC K ING TO JOIST -- TOE NAILED 2-ed EACH END windows. Alf windows to be Andersen high performance quality or approved equal, 7/16'038 I ITOE NAILED -- z-"ea EACHEND - - zi ', pywood group 1,APA rated. Plywood to span over all platen and 13 L O C K ING To SILL OR TOP PLATE 'TOE NAILED 2-5d EACHEND headers. LEDGEA STRIP�TO'86AM ;FACE NAILED 3-i6tl EACH JOIST 7. Door and Window header's to align Unless otherwise noted. JO IS T O N LE oD E R TO e E A M iTOE NALLED _ 3-16 EACHPER JOIST a AND JOISTTDI,JOIST END NAILED 3-16a PER JOIST ,)IIL 11. Provide Insulation baffles at eave,vents between rafters B A NO Jp IS T TO S ILL O R TOP PLATE ITOE NAILED 3.164 PER FOOT 8 General contractor Is to ensure That masonry and prefabricated fireplace . construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to he correctly Installed at all connections between roofs,wells, 111010P a EATxINO n STIRUCTURAL PANELS j . chimneys,projections,and penetrations as required by approved construction 4'PERIM PERIMETER EDGE ZONE - 16. OIC -6-AT PANEL 9. General contractor to consult and coordinate with the owner and the plans forall practices EDGES AND AT INTERMEOIATE SUPPORTS IN THE ip ,}I built in items such as bookcases,shelving, - ea PANEL FIELD _ A pantry,closet,etc INTERIOR ZONE - IS- OIC � 6" AT PANEL EDGE S AND 12" 13. General contractorto provide adequate attic ventilation and roofvents. FOIR ROOF 9NEgTHING WITHIN 4'- 6tl AT INTERMEDIATE SUPPORTS IN THE PA NEL FIELD 10. Provide hardwired smoke detectors,with battery backup,on all boom and in each 0 OF THE PERIMETER EDGE OF THE ROOF INCLUDING YO' ON EACH SIDE OF THE q UU1 PEAK, THE 4'4' bedroom,verifywith local Code p PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. requirements as per Section R317, New York Slate 14 Provide appropriate soffit ventlation at overhangs. Residential Construction Code. Install carbon monoxide detector as per code. CEDING SHEATHINo GENERALPLUfUMBING NOTES GYPSUM WALLBOARD 5a COOLERS 7' EDGE I I➢• FIELD GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to all applicable code WALL SHEATHING 9 PP STRUCTURAL PANELS ad 4' EDGE ZONE - 16" OIC - 6' AT PANEL EDGES AND 12• safety requirements A T INTERMEDIATE 1 General contractor to inview plans, elevanons,and details ro tlelennme intended SUPPORTS IN THE PANEL FIELD heights of finished floors e 9 above typical de a INT ERIR ZONE 16 O/C -6" A T PANEL EDGES AND 12" f" tYP gra 21l wall plates or joists are cut during the installation of plumbing fixtures or FIBERBOARD PANELS AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD � � equipment provide bracing to be framing back together. I2 t 6- ed a" EDGE 1 6' FIELD Q M) 2All footings to rest on undisturbed soil. ;zsnz' ed 3- E006 Is- FIELD a- o GYPSUM WALLBOARD 5d COOLERS 7- EDGE 110• FIELD Z t� GENERAL HVAC SYSTEM NOTES 6tl •'EDGE ZONE 16" OIC - B" AT PANEL EDGES AND I2" W � 3. Provide W expansion joint material between all concrete slabs and abutting HA R De O A R D t r concrete or masonry walls occurring In exterior or unheated Interior areas - ,- 1 Mechanical subcontractor Is responsible AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD for adhering[D all applicable codes and COsafety requirements 4. Concrete on 4"sand or gravel fill minimum,with 8x6-10/10 wire mesh reinforcing. - - _ Interior slabs to be placed on 6 mil,stabilized polyethylene vapor barrier 2 HVAC subcontractor to Polly coordinate all system data and requirements with the O > o Q Z A 5.Provide crawl Space ventilation per local code requirements. equipment supplier / . 0 Jr �� Z r 3.HVAC subcontractor to provide final system layout drawing and submit it to general )/ r�, 6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor, owner, and equipment supplier for final review and approval ( i."f -,,;,i f} Z between all wood surfaces that are exposed to concrete or masonry surfaces 1 I r� , , r 7 Dampproof exterior of foundation with a bituminous CODE coating as per code and sail conditions. GENERAL WIND PROTECTION CONNECTION NOTES ,-,- Adapted from Standard for Hurricane Resistant esid Wind Construction,SSTD 10-99 BBS SBC GH WIND EDITION WOOD GENERAL FLOOR PLAN NOTES ggg ABLE HIGH WINDEOITIONW000 FRAME CLIMATIC AND QEDQRAPHIC DESIGN CRITERIA and 1995 SBC High nd Edition Wood Frame Construction I FRAME CONSTRUCTION MANUAL Fasteners and Connectors for Wood Frame Construction RAFTER SPACING 16'O/C WEATH RMG SEVERE CCNS7Fg1C71ONNyWUAL 120 mph FASTESTWINDSPEED RAFTER SPACING W OU FROST LINE DEPTH SE L Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations walla,floors,studs and roof T PITCH SPAN '- TE ITE MODERATE TO HEAVY framing shall be provided. 12 20 2g 2.All interior walla to be covered with h" PfTCH SPAN(R) MAULS 2 5 6 it DECAY LIGHT TO MODERATE gypsum hoard With metal comer reinforcing Tape,float.and sand(3 coats). 2 412 12 34A2 11 TEMP. y y Approved connectors,ancbore and other fastening devices not I tied in the 1z 2 3 3 3 4 ICE SHIELD UNDER- AS PER MANUFACNRER'S ^ ' g Standard Budding Codeomm,Table 2306.1 shall be installed in accordance with IS a 516 1 412 3 3 4 FLAYMItIOT LOOD HAZARDSIRED SPECIFICATIONS!STATE CODE �L/ 3. Walls common to garage and house to have a layer of 5/8",fire rated gypsum board Standard Boils recommendations. at garage side with T-O"return on adjacent walls and ceiling. Manufactured lumberLU requires 2 layers of 5!8",fire rated gypsum boats. Of 3 Metal plates,Connectors, Screws,bolts,and nails exposed directly to the weather or 34 a H- subject to salt corrosion in costal areas, shall be stainless steel or hot dipped 36 Z 4,All bath and toilet area walls and Ceilings adjacent to wet areas to have water galvanized. - W resistant gypsum board,or wall the set on wohderboard or equal. 5.12 12 U 16 DESIGN LOAD C A L C U L A T 10 N S --- 4 Where windows and doors interrupt wood structural panel sheathing and siding, zD n SOUTFiOLD BUILDING DEPARTMENT CRITERIA Z flaming anchors or connectors shall be provided at the top and bottom of cripple I ze e 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. 1 studs,header studs, and at least one stud at each side of opening. 32 T USE _DW___EWNG UNR-51-IJ110N310-310,2 1�1 U =ETERMIN MU R UN FORML DISTRI UT D LIVE LOADS lbs 3e 7 2 HEIGHT D E C K SIO R' B A LC O N I E S 80 5. Ridge straps shall be attached to each pair of opposing rafters except where collar w 2.4- 04 r � U_ 6:12 1z 3 FIRE AREA s ATTICS WITHOUT STORAGE 30 ties of 1 X or 2X4 lumber is located in upper third of afhc space and attach to each pair ifi 3 ( � St-A6 SO.FT 'BASEMEN7 LhJ`� AT 71C3'WITH STORAGE lot rafters. .SOFT FIRST FLOOR I{SrtT6p Z a0 6 Uplift connectors shall be provided at each miler bearing zq Q ROOMS OTHER THAN SLEEPING ROOMS 40 28 1 `{`1q 0,SO.FT.I SECOND FLOOR n(, ,r ',r- ��.4I Ill SLEEPING ROOMS 30 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 32 a 19j 08 !�SQFT,/TOTAL I`"A1'€,ll '^{'jU-+J H ,c'{� O tamers. 3a 7 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 0 CRI RIA FOR CALCU AT ON OF DEA LOAD 7'14-1212 12 2 4DESIGNCRITERIA PRESCRIPTNEDESNGN- i n , ACTUAL W E IG S F M A T E R ALS R E F E R E N C D T O A.1. 8. Sill Plate to Foundation Anchorage. Sill plate shall be anchored to the foundation 16 3 995 HIGH WIND EDRION WFCM ARGHITEC TURAL GRAPHIC STANDARDS with anchor bolts having a min bolt diameter of 5/8"and 3"x3"x1/8"Washers, A 20 4 SFRAMING ELEMENTS SEE FLOOR PLA AND SECTIONS 24 6 DESIGN LOAD CALCULATIONS PAGE 13 SNOW minimum of one anchor bolt shall be provided within 6 to 12 inches o!each end of se GROUND SNOW LOAD 4 5 Ib s. each plate Anchor bolls shall have a minimum embedment of 7 inches In concrete/ 32 7 WINDOW AND DOOR SCHEDULE PAGE,14 masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 36 6 8 LOAD PATH SEE SECTION"A" SEISMIC spacing not exceeding 4 teat on center._ _ __ _ _ - 9 NAILING SCHEDULE PAGE 13 DESIGN CATEGORY e 10 EGRESS SEE R&WI SCHEDULEPAG14 WIND THESE NOTES ARE GENERAL CONSTRUCTTON NOTES. THEY ARE NOT 11 PLUMBING RISER DIAD PAGE 14 WIND SPEED 120m h SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS EXPOSURE CATEGORY B GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH VOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. ,f SCHEDULE STRUCTURAL - STRUCTURAL WOOD PANELS FOR WIND-BORNE D _ i ( ' EBRIS PROTECTIONWINDOW AND DOOR 3 FOR WEU,OPENING PROTECTION OFI2PMPH GMCOND WNO OASTS .. . q� / _ IMMIMUMMEMI ROOF HEIGHT _ - Jn FITC +•+ b rJD6 c4 o-! IdL 1 SS gl /3 zJ - - MULTIPLE SECTION ASSEMBLY ,_� ra� /,Q� 31 THICK BOLTS(�Z OC 111 p!7 SI ata F.I A N L B 9 un I / 1 A-�o ky 'r G.1 90 �p1 , ,'/0 �o H 3. b .3 1 a i Ai�i 'R � o,� L 'pf J1�Ji Z' 1I . i I :ALL W IN D'O4V5 TO BE ANDERSEN HIGH PERFO RM Ah(CE OR APPROVED EQUAL .. - - I . . _ - - " ,MUST HAV DP UPGRADE KIT I _ I CALCULATIONS FOR W INOOW S BASED UPON EXPOSURE 6 , _- .._ _ . __. .- -- - - M " _I .- ,i - _ SI ICOEFFIC TENT 1 0 W ITH 12D mph BASIC W INI7 $fC D AS PER �- _- - - - MOR HAB TA B'LE SPACES _ ,TABLE - - - - - S REOUIREM ENTS ABLER 301.2 (2) NEW YORK STATE BOILDtNG CODE. i - - - - _ - -- 'CUSTOM GRILLES SEE ELEVATIONS ' VII '( _ ,. _ -NGS -. .-. .. . ._ - I „ CREWS At 16' OIC, FASTENERS � \ \ %FOR SPANSUM TO 8 OU SHALL 8E 2 1/2' - #8 FOR S O/0. TABLE 30O PROTECTED WITH REMOVEA`OD S PANELS - Ilii q ' A yIl INCLUDING WINDOWS AND DOORS SHALL BE PR _VLE 518" WOOD STRUCTURAL PA \. WITH MAXIMUM OF 8 0" SPAN. FAS TE NE_R_S FOR SPANS UP TO 8-0 SHALL BE 2 112 #_ 8 W O �.\ \ - - 1.2 L2 - \ \ (ALL NAR ROLINE WINDOWS MUST USE: \\ -\ .112" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION'OF A 1/2 X 314 DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114' ' V 3' ;HEIGHT AND REQUIRE THE INSTALLATION OFA SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) - - ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN_ PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED v jj '41.5 TIMES THE DESIGN PRESSURE _REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR _ GLAZING MUST MEET ASTM E 1988 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION COD_ E REFER TO SECTION R 1609 1 .4 FOR ALTERNATIVE OPENING PROTECTION. - O00 O o UU 7 W r SHUTTER ASSEMBLY o N.T.S. I . 2 0 FOR PANEL SPANS:0<4'-0"WIDE SPAN - LL' Z1.4 TABLE 1609.1.4 Z �I�L•' � (y I, y„ tl v 23132"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 41 r�(i/,i " � I`♦ I� L I � � � _ I " � I \ � USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. r LABEL ACCORDING TO LOCATION, AssEMely. _ PPf °r slu+� d:K ICK ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/#8x3" (wl WASHERS)GALVINIZED OR 5,4 G, I� T4A STAINLESS STEEL WOOD SCREW 0 16"O.C.OR BETTER ?---- pw i W M ` ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING. ___ �� WAG y V #10 TEE NUTS ATTACHED TO BLDG.WI#10x 1 Y2"(W/WASHERS)MACHINE BOLT 12"O.C. - - - -' 1 , i;� L„ -3 1 •w• �'/x 3" 2" WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED D S" UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs. W SHUTTER ASSEMBLY J N.T.B. j}j}..••j{{{ W FOR PANEL SPANS:4'-0"OR WIDER SPAN _ _ _- - "" - V SPECIFICATIONS AND ASSEMBLY IDENTICAL TOO<4'-0"SPAN. ru )Ul5fO L'y4, ('au�1'{ _._._— �-- z NOTE ADDITIONS: .,�C Z f tlp�.iF (a1 P O 2x4 STRONG-BACKS @ 24"OC C h•,. 'f:A.1 rd O J LL ASSEMBLY: O 1).PREASSEMBLE PLYWOOD TO 2x4'S: If 10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL Z WOOD SCREW @ 12"O.0 LU ii W ALTERNATIVE FOR OPENING PROTECTION O WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116"AND MAXIMUM PANEL SPAN OF 0'-0� Oy SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 16DO 1 4 AND 16096 5 AND TABLE 1009 1 9) f w TABLE 1609.1 .4 " � �� a oya° W INOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 03.2269-1 FASTENER SPACING INCHES L \FESSIONP� PANEL 6PAN <2' 2'-0"' PANEL �'-0'' PANEL SPANPLUMBING DIAGRAM' ANEL FASTENER TYPE 0" SPAN < 0•-0" 21)2" "WOOD SCREWS 10 16 t2 9 _ --_—_� O 16 16 1fi �\ 12 112' #6 WOOD SCREWS 12 4 A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-D"OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. CCO,THE AI WHERE TTACHED UTILIZINGRAVICRATIORE N RESISTANED TO T ANCHORS HAVING AONRY OR MASONRY IMINIIMUM W THORAWL;Y SHALL BE <'W CAPACITY OF 490 LBS.