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HomeMy WebLinkAbout38181-Z ,1 Town of Southold Annex 4/17/2014 P.O.Box 1179 .r 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36866 Date: 4/17/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 220 Old Harbor Rd,New Suffolk, SCTM#: 473889 Sec/Block/Lot: 117.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 38181 dated 7/18/2013 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: ADDITION AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Finkelstein Family Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38181 12-16-2013 PLUMBERS CERTIFICATION DATED 04-16-2014 eenport Plumbing Aut ' ed ignat re TOWN OF SOUTHOLD µ BUILDING DEPARTMENT TOWN CLERK'S OFFICE '$�, ,y SOUTHOLD, NY , - y _,�s4s � { BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38181 Date: 7/18/2013 Permission is hereby granted to: Finkelstein Family Trust PO BOX 229 New Suffolk, NY 11956 To: Additions and alterations to an existing single family dwelling as applied for per Southold Town Landmark Commission approval. At premises located at: 220 Old Harbor Rd SCTM # 473889 Sec/Block/Lot# 117.-5-2 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 1/17/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $265.20 CO -ADDITION TO DWELLING $50.00 Total: $315.20 Building Inspector Form No.6 • TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling $50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. i VYI e, is,/ w 3 New Construction: Old or Pre-existing Building: 1/ (check one) Location of Property: U10 1"OK House No. Street I I Aamlet Owner or Owners of Property: WYE W Skw& f5"ia ae!, c 54604t1tw Suffolk County Tax Map No 1000, Section_ .1171 Block 16 r2 Lot 0 Subdivision Filed Map. Lot: Permit No. 8 Date of Permit 13 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ . r �1A�A Applicant Signature pF SO�lyol. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 G Q roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 OUNTY,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Finkelstein Trust Address: 220 Harbor Rd City: New Suffolk St: NY Zip: 11956 Building Permit#: 38181 Section: 1 1 7 Block: 5 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Doroski Electric Inc License No: 2941-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 12 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200a Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: 16ft of lighting track, 2-ARC fault circuit breakers, 200a underground service Notes: Inspector Signature: Date: Dec 16 2013 81-Cert Electrical Compliance Form.xls S0!/T�,o Town Hall Annex �O Telephone(63-1).76 5-1$0.2 54375 Main Road Fax(631),765-9502 P.O.Box 1179 G Q Southold,New York 11971-09591 -- .� BUILDING DEPARIWNT TOWN OF SOUTHOLD APR 1 6 2014 CERTIFICATION - Date: Building Permit No. � Owner: (Please print) Plumber: (Please.print) I certify that the solder used in-the water supply system contains less.than 2110 of 1%. lead. (Plumbers igtlat.ure) Swom to before me this day of C-) 20 CONNIE D.BUNCH Notary Public,State of New York ► -P No.01 SU618M commission E ��onc Ceunt ires April 14,2 OIL . Notary Public,c�)U t+ unty of s TOWN OF SOUTIIOLD BUILDING DEPT. 765.1802 [ FOUN INSPECTION T [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FINE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: #7 b DATE �� INSPECTOR �� �o�yOf SOUTy06 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ 1ST [ ] ROUGH PLEIG. [ 04OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] EL E ICA L (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION ] FO NDATION 1ST [ ] ROUGH PLBG. [ F UNDA�nSlC�F�:�I�N I 1 INSULATION [ FRAMIN /STRAPPING [ ] FINAL [ FIREPLACE & EY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: LEI � r DATE LO INSPECTOR o�+Of 30U)p_ 2/ TOWN OF SOUTIIOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 0 1 3 INSPECTORS y� 4�F TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ UGH PLBG. [ ] F UNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA L) REMARKS: DATE � LL' I3 INSPECTOR 47� e,JO ��l � o�MOF3Wry�' f�4 TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTO 3 qf SO(/lyo L � 6 C # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ XFINAL LBG. [ ] FOUNDATION 2ND [ ON [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & C HIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR VIMIA UM t� WAMNA Grp __- ---- - - - - _ - ---------�- - - - --- rte_ INOU"nON PZk N.Y. STATZ WMGY COB r L TOWN OF SOLJT4IOLD BUILDING PERMIT APPLICATION CHECKLIST BUIIAMING DEPARTMENT Do you have or need the following, before applying? fQWN,kALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO Check Septic Form N.Y.S.D.E.C. Trustees (y/ C.O. Application oy Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form Contact: Approved 2013 Mail to: Disapproved a/c Phone: 77 Slq j Expiration 20_7 u tng Insp APPLICATION FOR BUILDING PERMIT Date �c� / , 20 C INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale,°Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not.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. (Signature of applicant or name, if a corporation) Polz s Mailing address bky pp licant) State whether applicant is owner., lessee, agent, architect, engineer, general contractor, electrician, plumber or builder aw��x Name of owner of premises ��fn� ! �A jd + PWA Afb7R (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. f 3 p , � X0 f t f Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work yell be done: House Number Street Aakilet County Tax Map No. 1000 Section 1 Block 05 Lot ©� Subdivision Filed Map No. Lot r 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy A Ik- b. Intended use and occupancy �I 5yq eiU&4 �I►l� �i 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition lid Other Work / (Description) 4. Estimated Cost G 5, 0 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Im Rear 1 1 Depth Height Number of Stories 1 Dimensions of same structure with alterations or additions: Front `1 Rear �� 1 Depth Height Number of Stories 114. *8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories c 9. Size of lot: Front Io I% Rear ti 1. ?Depth 10. Date of Purchase g Name of Former Owner 42�j k 11. Zone or use district in which premises are situated R ' 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_XWill excess fill be removed from premises? YES NO X Q � L11 14. Names of Owner of premises l l(VJl)LV'� :GVtY ,� P P W NS I ICI*ne No. Name of Architect r' Address — Phone No Name of Contractor, (�.J paf l I Address Ph b14:6 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. I ES 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_ 2< * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. rb�,t•+r j y STATE OF NEW YORK) SS: COUNTY,O..�F" ) jo being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his kno v d � 13�`5t'%fe'o�YVewh, t ttkie work will be performed in the manner set forth in the application filed therewith. Flo.01BU6185050 in Suffolk County Sworn't9 before me this =sion Expires April 14,2 day of U-r�lt— 20�3 X zy'.4'� d (44 v Notary Public Signature of Applicant pF SO!/ryo 'Telephone (631)765-1802 ti0 l0 Town Hall,53095 Route 25 Fax (631)765-9502 P.O.Box 1179 v+ ac Southold,New York 11971-0959 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION Certificate of Appropriateness Date: July 18, 2013 RE: 220 Old Harbor Lane, New Suffolk, NY; SCTM #1000-117.-5-2 Owner: Finkelstein Family Trust RESOLUTION: WHEREAS, 220 Old Harbor Lane, New Suffolk, NY is on the Town of Southold, New York State and National Registers of Historic Places, and WHEREAS, as set forth in Section 56-7 (b)of the Town Law(Landmarks Preservation Code)of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and WHEREAS, an application has been submitted to make alterations to an existing single family dwelling as shown on plans and related materials last dated June 6, 2013 and WHEREAS Commissioners met with the applicants to review the proposed project on June 18, 2013, and WHEREAS, a public hearing for the purpose of considering approval of the proposal was held on July 16, 2013 and WHEREAS, the applicant agreed, in the above referenced meeting, to • construct a "tongue and groove" basement entrance rather than the Bilco door originally proposed. WHEREAS, it appears that the project requires no further review. NOW THEREFORE BE IT RESOLVED, that the Southold Town Landmarks Preservation Commission determines that the proposal as outlined in plans dated July 16, 2013, with the agreed upon changes to the proposed basement entrance, meet the criteria for approval under Section 56-7 (b)of the Southold Town Code. BE IT FURTHER RESOLVED, that the Commission unanimously approves the request for a Certificate of Appropriateness. Please note that any deviation from the approved plans referenced above may require further review fro a commission. Signed: ames F. GUathwohl Chairman, Landmarks Preservation Commission Date: July 18, 2013 o�o��FFO��.00 James Grathwohl,Chairperson Town Hall Annex Donald Feiler 54375 Route 25 James Garretson PO Box 1179 Anne Surchin Southold,NY 11971 Gary Parker y�Ypl ��4�' Fax(631)765-9502 Doug Constant Telephone: (631)765-1802 Robert Harper southoldtown.northfork.net Damon Rallis,Administrative Assistant CERTIFICATE OF COMPLETION April 8, 2014 Finkelstein Family Trust 220 Old Harbor Land New Suffolk, NY 11958 This letter is to certify that you have completed your project to the satisfaction of the Southold Town Landmarks Preservation Commission in accordance with your Certificate of Appropriateness, issued on July 18, 2013. Should you have any questions, feel free to contact me at the number above. Sincerely, Damon Peter Rallis Administrative Assistant Southold Town Landmarks Preservation Commission CC:file, applicant � Town of Southold - ClaaPter 236 - Stormwater Management 16 x SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL MORMAnON: (All Requested Information is Required for a Complete Application) APWCAM NAME: I -Agent-Coratdbnt-Contractor or Other lCbcis Oml Property OWNER(U Different titan Applicant) it 0 0 Address. ' Ttrlephone Tetephone a Fax E'Maik batb A ' E-MaR • r Property Add esw � O Brief Dacnphon of ConBRDction Activity,Proposed Stmctatal BAD%Soot S.R7.M.t1: 19 StahaF=rxM BM N Project Soope and/or S XA=Ce of Comtz»tfion.AttiViy i to tow sleek PrordeAtldkWWPapwaNeededt ! Name of Contractor Peraw Ras f( t ponst'bla for knpka�Uon of SWPPR 'yw/ �I� •/�•'� ha ///t'FA,dress: -- �c__KY_�lL__. U_5�.�----------- ' kphonaik ----------------------------- -` ----------------------------------- Name of ns Responsible for bta�s a Mp(nteronce of Erosion Control Practice: -------------------------------------------- -------------------------------------------- Telephone ------------------------------- E-M.afft ------------------------ t i Total Area of Land ------------------------------------____----- i Total Area W N Coming Protect Parcels: andlor Ground Disturbance: tss.rna�1 tss.rry t ' Project Duration: Stall End _.__------------------..._______.____._ (Anklpated) ` ,r'y� S Date: F" I' Datew I% l S _ --__-_- twneer d Cdand.r0�r+l i VAN this Project Disturbe live(5)or More Acres at -----------------------------._________________ 1 Any One-Time Durtng:the Proposed'Development 7 � . No I HYES:Please Answer"Fotlowingl -------------------- --------------- a. Does the Applicant have a Qualified Inspector On [_] Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site LJ List the NAMES or dneription of all Potentially Impacted Waterbodies andfor Wetlands: Inspections will OCCUr and for What Period of Time? Yes No t C. Does the SWPPP Adequately Identify Aq Temporary � [� --------------•-----•-----------------•------------ andlor Permanent SoAStabaikation Measures? Yes No ------------------------------------------------ . d. Does the SWPPP Adequately identify a Complete. 0 ------------------ --=---- ---_--____-- Project Phasing Phan? Yes ry No status of rte acted Ovate e. Does the SWPPP Indicate Additional Site Specific CJ P rbody:leg.TMDL 303(d)Llstet4lmpaired) ` Practices that Will be Utilized to Protect Water Quality? Yes No i L Has the Applicant Submitted a Completed DEC Notice Type of Impacted waterbody.(eg.Lake,creek,Bay.Pond,Sound,Frnhwaterwetiand_.) Of Intent and SWPPP Acceptance Form for Review [� I . by the Town of Southold? Yes No i --.. .___--•--'--------- --.....C0�111D31.E-II.-Bl1NGkl-'-----------•- M ATE OF NF.W YORK, 3UMLU U1 Mew COUNTY OF...........................................SS Igo.01"6U6185050 � '_— u �f� ,��•--)1 Oueiified in Suffolk County That ) bein sworn de Cor�r�f�ts 'ran E ires'�t ri4}4 (Name of lntrMa,ei.s g�'l7r poses and says a e Is 'e app t or And that he,.s .is the ............... _... Qnix leo � ..................................................... . Owner and/or representative of the Owner or Owners,and is duly aathorized to perform or have Xfotmed the said work and to make and 61e this application;that aH stateinents contained in this application are true to the best of his knowledge and beticF,and a that the work will beormed in the manner set forth in the application filed herewith Sworn to before me , ---------------- 20...(.3 Notary Public: --- ...... .................. �i (Signatwe of Applicant) 1 SWPPP Assessment FORM: 03-12 j Of So�ryo Town Hall Annex 411 'Telephone(631)765-1802 54375 Main Road �x((631)765-�8g5022 P.O.Box 1179 roper.ric ertA0X2n.soulf10 d.nv.us Southold,NY 11971-0959 BUILDING DEPARTMEWT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION r QUESTED BY: fu O. r y J OVQ 5'k; Date: mpany Name:ame: Gy`�a o r.ukr License No.: a 9 C41 - C Address: mac? U. R:7,u lc 7 $l l\ q 3 S Phone No.: PA�c 14 73-f4- 7 5 a 3 5 (- (. 701.2 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: a�0 14 a or R *Cross Street: *Phone No.: 9 17 37 q !!�( y 7 Permit No.: 1 g Tax Map District: 1000_ Section: 11"7 Block:-_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) p` t,n Sct (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: LTA'/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 300 350 400 Other *New Service: Re-connect ndergrou Number of Meters ange of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ` d, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 20, 2013 TO: William Finkelstein & Barbara Schnitzler PO Box 229 New Suffolk, NY 11956 Please take notice that your application dated June 13, 2013 For permit to make additions and alterations to an existing single family dwelling.at Location of property: 220 Old Harbor Lane, New Suffolk, NY County Tax Map No. 1000 - Section 117 Block 5 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Section 170-8 of the Southold Town Code. The proposed construction is subject to Landmark Preservation Commission approval. ed Signature Cc: File, LPC pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 G Southold,NY 11971-0959 lrouffm BUILDING DEPARTMENT TOWN OF SOUTHOLD April 7, 2014 Finkelstein Family Trust PO Box 229 New Suffolk, NY 11956 Re: 220 Old Harbor Rd, New Suffolk TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#795-1892) Final Planning Board Approval. (Planning#795-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38181 — Addition/Alterations MAP SHO WING SETBACKS OLD HARBOR A T NEW SUFFOLK RD. TOWN OF SOUTHOLD zr SUFFOLK COUNTY, N. Y. DMMLM `` 1000-117-05-02 SCALE 1"=60' AUG. 28, 2006 100D - 117- 05-D2 Z OUR PARCEL �O OTC 34 3i �O 0 DAaLft A VERA GE SETBA CK = 28.3' �,,�pr- NEb j MF_-'r� f I N 9618 I'AECONIC (631) 765 — 5 1797 P. 0. BOX 909 FO 5V 1230 TRAVELER SOUTHOLD, N.Y. 11971 86 - 486 B I i OLD HA R8 0 RROq p GRAAA'TE I I O F86-40 BARBARA A. COOPER 0/ F �� 67'94' 0SURVEY OF PROPERTY 0 REB E. 7947 0.14002 < AT NEW SUFFOLK SET Q RESET 1r 0- TOWN OF SOUTHOLD 22.5• hl �� 9 SUFFOLK COUNTY, N.Y. aN as �,£�• ,�.' m 1000— 117 — 05 — 02 \ 9R� 101 4 A ?O�Gt� 0, (� observe Hof y SCA L E : 1 = 30 0 N SEPT. 5, 1986 - S}� �, MAY 20, 2004 oEC� 12 0_ AUG. 28, 2006 (LOT COVERAGE, AVERAGE SETBACK) O i O�w£R O WOOD ARBOR � Q b NW CERTIFIED TO : S#TIC INCORPORATED REBAR ti \4 fi 6/d9. "' /fence 33094- 43 ti o sEr N. 87'42' 10 ' W. : 237.50 �Iut��one.• •'R�R N/0/ F FREDERIC GLANDER, JR. (9 FRANCES H dr,�e . GLA N DER GR"TE OF NEW ANY ALTERATION OR ADDITION TO TICS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ( ( EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTFICATIONS co MEj�C �Q HEREON ARE VALID FOR TH'S MAP AND COPIES THEREOF OAt Y IF SAID MAP OR COPIES BEAR THE A PARESSED SEAL OF THE SURVEYOR / WHOSE SIGNATURE APPEARS HEREOM Y. 'LIC. N0.4 18 AREA = 24,536 sq.l'1. ADDITIONALLY TO COMALY WITH SAID LAW TERM ' ALTERFD BY ' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY CONIC SURVEYO S _ LOT COVERAGE - 2986sq.1l.124,536 sq it.:' 12X OF ANOTHER SURVEYOR'S MAP. TERMS SUCH ' tNSPECTED ' AND " BROUGHT - TO - DATE " A R F NOr W COMPLIA:NCF_ WITH THE* LAW. (631) 765 - 5020 (631 7 7 >i AVERAGE SETBACK OF DWELLINGS ALONOL P. 0.BOX 909ggg�B � OLD HARBOR ROAD 300' SOUTH AND NORM: 1230 TRAVELER STREET 4AND 5 TO NEW SUFFOLK ROAD - 28.3' SOUTHOLD, N. Y. 11971 86-486 REVISIONS AND DATE, CHECK SET: MAY 30,2013 GENERAL: 1. EN MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REGULATI NO AGENCIES WHICH HAVE 24,SU DI NG DOORS SHALL BE PROVI PEI)WITH A DEVICE I N TH E UPPER CHAN NEL 6,I 0a 116 CHECKSET June6,2013 AUTHORITY OVER ANY PORTION OF THE WORK CONTRACTOR TO CHECK WITH LOCAL BUILDING OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING THE PANEL IN THE OFFICIAL, CL05EP OR PARTIALLY OPEN POSITION Geje9° 2.THE GENERALCONTKACTOR SHALL VERIFYALL DIMENSION5AND SITE CONDITION5 BEFORE 25, ALL WINDOWS WITHIN 24"OF DOORSHALL BE TEp1PERED� S. 86' 49' 10" E. 79.47' t:c�m° 12p O AL-ai 24,5365F STARTING WORK THE ENGINEER SHALL BE NOTIFIED OFANY DISCREPANCY BEFORE PROCEEDING l WITH THE WORK. 26, PROVIDE NATURAL LIGHT IN HABITABLE ROOMS BY MEANS OF EXTERIOR WALL OPENINGS WITH AN AREA OF NOT LESS TI-IAN 8S OF THE FLOORAREA. Q LOTCOVERAGE=3149.9 SF/ 24,536 = 12.8$ N AVERAGESETBACKOFOWELL/NGSALON67 3.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENTTHE FINISHED 27 UNDER FLOOR AREA SHALL NOT BE LE55 THAN 12 OF THE UNDER FLOOR AREA STRUCTURE.THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION,THE CONTRACTOR SHALL a[p NORTH 7- 0 EWAIFFOLK ROAD =295' PROVIDE ALL MEASURES TO PROTECTTHE STRUCTURE DURING CONSTRUCTION,SUCH MEASURES 28. ATTIC VENTILATION OF Y,,,OF THE AREA OF VENTILATED SPACE(APPROX.1050 ❑ �j Z NORTH TO NEW SUFFOLK ROAD =28.3' INCLUDE BUT ARE NOT LIMITED TO: BRACING,SHORING FOR LOADS DUE TO CONSTRUCTION INCHES FOR EACH SW FOOT OF ATTIC AREA) 15 REQUIRED. Q O EQUIPMENT, ETC.OBSERVATION VI51T5 TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE 101 Zyb L+°C' 7 INSPECTION OF THE ABOVE ITEMS. (n 29, GLAZING IN THE FOLLOWING LOCATIONS SFIALL BE SAFETY GLAZING � en o. � W CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3(SEE edcKe s0° EXCEPTIONS) (R308,4): Exist.Frame 4.CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF, O observatory LOADSHALL NOTEXCEEDTHE DE5IGN LIVE LOAD PERSQUARE FOOT, PROVIDE ADEQUATE_ a� FIXED AND OPERABLE PANELS OFSWINGING,SLIDING,AND y1 O North v CN CN SHORINGAND/OR BRACING WHERESTRUCTVRE I5CONCRETE UNTIL28-DAY DESIGN STRENGTH 15 BI-FOLD DOOR ASSEMBLIES, 'V ATTAINED.CONTRACTOR SHALL SPECIFICALLY NOTIFY ROOFING AND DRYWALL CONTRACTORS OF x`s` b. GLAZING INDIVIDUAL OR Dataµ meS''p°� �c" �� w THIS REQUIREMENT. AD WITHIN TO A DCH ARC OFT THE NE R iN VERTICAL EDGE V z IS WITHINA24-INCH ARC OF THE DOORINACLOSED Su°H� Basement � m -� POSITION AND WH05E BOTTOM EDGE 15 LE55 THAN 60 sN11i1� access �W, c _ Z N 5, DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON THE DRAWINGS TYPICAL DETAILS AND INCHES ABOVE THE FLOOR OR WALKING SURFACE I. EXPOSED ABOVE FL INDIVIDUAL KINE GREATER 91 4 < 2p9 ,(]- O = O N GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE SHOWN J OTHERWISE.SEE ARCH ITECTURAL PLANS FOR DIMENSIONS NOT SHOWN ON TH E STRUCTURAL THAN 95QUARE FEET s II. BOTTOM EDGE LESS THAN 19 INCHESABOVETHE FLOOR. Vv o9g vP g O to w N 0 n PLANS. Iu, TOP EDGE GREATER THAN 361NCHESABOVE THE FLOOR O '_-- e5 29 0 t\ O M $0 Iv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES C 90i 3z� i Dashed line at es c- ' exlstin 'then demo HORIZONTALLYOFTHEGLAZING. 6.NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL � 11 A � , (t removed) O DETAILS, WH ERE NO DETAILS ARE SHOWN,THE CONTRACTOR SHALL CONFORM TO 5IMI LAP,WORK IJ ON THE PRO)ECT.CON5ULTTHE ENGINEER OFRECORDA5NEEDER I LLI 4) 7. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY O N POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH t1 -N BATTERY BACK UP AND LOW BATTERY SIGNAL,SMOKE DETECTORS SHALL BE I APPRQ ED AS N(YTEy LOCATED IN EACH SLEEPING ROOM AND HALLWAY ORAREA GIVING ACCESS TO Q( 7 {G_C1 SLEEP ROOM,AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE I B P.I oo to LLn THAN ONE STORY. DATE: _ FEE EY: . 8. IN EX15TINC CONSTRUCTION,SMOKE DETECTORS MAY BE BATTERY OPERATED, HOTIFY BUILDING DEPARTMENT AT 4b INSTALLED INA LOCATION AS SPECIFIED ABOVE, 765-1802 8 A TO M1 PM FOR THE 19.1' } m s. Z FOLLOWING INSPECTIONS: 25.2' m U 9.AN APPROVED SEI5MIC GAS SHUT-OFF VALVE WILL BE INSTALLED ON THE FUEL i. FOUNDATION - TWO REQUIRED N 8.9' GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY FOR POURED CONCRETE iO Existln9 From Building " J ry CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE 2. ROUGH - FRAMING & PL.UMBING w O -CJ tU N FUELGASPIPING 3. INSULATION N. 87° 42' 10" W. 237.50' H, N n Q CC n 10,THECONSTRUCTION SHALL NOT RESTRICTA FIVE FOOT CLEAR AND 4. FINAL - CONSTRUCTION, MUST J UNOBSTRUCTED ACCE55 TO ANY WATER OR POWER DISTRIBUTION FACILITIES BE COMPLETE FOR COI. (POWER POLES, PULL BOXES,TRANSFORMERS,VAULTS, PUMPS,VALVES,METERS, ALL CONSTRUCTION SHALL MEET THE N APPURTENANCES, ETC)OR TO TH E LOCATION OF THE HOOK UP.THE REQUIREMENTS OF THE C©CESOF NEW � C1 � O Z CONSTRUCTION SHALL NOT BE WITH I N TEN FEET OF ANY POWER LI N ES, WHETHER YORK SFATE. NOT RE-'PCNSIBLE FOR OR NOT TH E LINES ARE LOCATED ON TH E PROPERTY. FAI LURE TO COMPLY MAY DESIGN OR CONSTRUCTION ERRORS, CAVSECONSTRUCTION DELAYS AND/ORADDITIONALEXPEN5ES P L O T PLAN 11. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. Shaded area IndIC8YB8 new COnStTUCtIOn EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION, CC" 17'_1' WITH ALL-:CODES OF 12. PROVI DE701NCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND NEVI' 'F'R ' ��I L &CONDITIONS CODES WATER AREAS, PROVIDE SHATTER RESISTANT MATERIALS FOR SHOWER AE '-�:tJi F1EL7 APd'? CONDITIONSO 2 2 O O H ,� p 1 D O � n O ENCLOSURE. 3rn rturn nTrnlntiuuA `/ `(/�/* /J` . 0 O 13.ALL ENTRY DOORS TO TH E DWELLI NG UN ITS OR CUES F ROOMS SHALL BE 50ZaWAWJ4WjI3OARD ARRANGED 50 THAT TH E OCCUPANT HAS A VIEW OF TH E AREA IMMEDIATELY .._-liElafii�3'rCfAM1�HIbE}€E$ E OUTSIDE THE DOOR WITHOUT OPEN ING THE DOOR,SUCH VIEW MAY BE PROVIDED QJ BY DOOR VIEWER, PORTS IN TH E DOOR OR ADJOIN ING WALL. �_.---_. __, TV}",bLULU"- n 14.SCREENS, BARRICADES, OR FENCES MADE OF MATERIAL WHICH PRECLUDE , H VMAN CLIMBI NG SHALL BE PROVI DED AT EVERY PORTION OF EVERY ROOF, BALCONY,OR SIMI LAP,SURFACE WH ICH I5 WITHIN SFT OF TH E UTI LITY POLE OR OCCUPANCY OR Q'bi`"""`��� BALCONY, �+ 1 ^,^'{�' I CONTACTS: INDEX OF DRAWINGS: SUMMARY Ln 15. PROVIDE AN APPROVED 5PARKARRE5TER FOR THE CHIMNEY OFA FIREPLACE, USE IS UNLl1t f UL C STOVE, OR BARBEQUE. MIN.24"ABOVE ROOF LINE, WITHOUT CERTIFICATE ADDRESS: 220 OLD HARBOR ROAD ,- Desi net} b Barbara Schnitzler A-1 GENERAL NOTES, SITEP AN, INDEX O } OF OCCUPANCY 9 SUMMARY OF PROPERTY,CONTACTS NEW SUFFOLK, NY 11956 Q Z 16. PROVIDE SE15MIC STRAPS FOP,WATER HEATERS. DeII Lane, LLC DOORS: PO Box 229 A-2 AS BUILT PLAN, DEMOLITION PLAN EXISTING USE & OCCUPANCY: SINGLE FAMILY Sv 17. WOOD FLUSH TYPE DOORS SHALL BE 13/8"THICK MIN.WITH SOLID CORE M New SUIfolk, NY 11956 A-3 HR5TFLOOR PLAN, WINDOW&DOOR5CHEDULES PROPOSED USE & OCCUPANCY: SINGLE FAMILY N n CONSTRUCTION. DOORSTOPS OF IN-SWINGING DOORS SHALL BE OF ONE PIECE �� �u 1 R�CipW CONSTRUCTION WITH THE)AMBOR)OINED BYRABBETTOTHE)AMB. !d A-4 ATTIC&ROOF PLAN 'C N 18, EVERY DOOR IN A SECURITY AREA SHALL BE PROVIDED WITH A LIGHT BULB(60 jNSdP!,(,-fl0N OF'OUIRSD Joseph Flschefti, PE DWELLINGAREA: N Z WATT MIN.)ATA MAX. HEIGHTOF 8 FTON THE EXTERIOR. A-5 WESTAND NORTH ELEVATIONS EXISTING FIRST FLOOR: 1090 SF Professional Engineer 19.ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM THEOVTSIDE SHALL HAVE RETAIN STO^,M WATER RUNOFF Board Certified in Structural En ineerin A-6 SECTIONS A, B, C,AND SOUTH ELEVATION UNHEATED PORCH (WEST) 1275E NON-REMOVABLE HINGE PINS, HINGES SHALL MIN.1/4"DIA.STEELJAMB STUD PURSUANT TO CHAPTER 236 g g OPEN FRONT PORCH 45 SF WITH 1/4"MIN. PROTECTION, THE5TRIKE PLATE FORLATCHE5AND HOLDING OF THE TOWN CODE. pp F� 1725 Hobart Rode 5-1 FOUNDATION PLAN, FOUNDATION DETAILS EXISTING WOOD DECK 236 SF F NEWy DEVICE FOR PROTECTION DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE V IS D SOUthol( , NY 11971 P 1 p SECURED TO THE)AMB AND THE WALL FRAMING WITH SCREWS NO LE55 THAN 2 D D 5-2 FIRST FLOOR PLAN, FRAMING DETAILS EXISTING ATTIC 455 SF y yga �fi9 1/2°LONG 631-765-2954 y 20. PROVIDE DEAD BOLTS WITH HARDENED INSERTS; DEADLOCKING LATCH WITH JUN 1 3 +� S-3 DETAILS PROPOSED FIRST FLOOR o II rl KEY OPERATED LOCKS ON EXTERIOR. LOCKS MUSTBE OPERABLE FROM THE INSIDE KITCHEN ADDITION 76.5 F ? p c3 WITHOUT KEY,SPECIAL KNOWLEDGE OR5PECIAL EFFORTCLATCH NOT REQUIRED BLDG DEPL PeCO17IC SU WeyOrS 5-4 SURVEY DEMO PAM 76.5 SF 5251 �? IN B, F,AN D 5 OCCUPANCIES, TOWN OF SOUTHOID P.O. Box 909 DEMO PART OF PORCH -27.1 SF TOTAL NEW FIRST FL 163.9 SF 21.STRAIGHT DEAD BOLTS SHALL HAVE A MIN,THROW OF 1"AND AN EMBEDMENT 1230 Traveler Street OF NOT LESS THAN 5/8",AND A HOOK SHAPED OR EXPANDING-LUG DEAD30LT ,L SHALL HAVEA MIN.THROW South Ol,1, NY OF 3/4". 631-765-5020 WkAWN Lillian Davis 22.THE USE OF LOCKING SYSTEM WHICH CONSISTS OF DEADLOCKING LATCH DATE OPERATED BY A DOOR KNOB AN D A DEADBOLT OPERATED BY A NON-REMOVABLE MAY 2013 THUMB TURN WHICH IS INDEPENDENT OF THE DEADLOCKING LATCH WHICH MUST BE SEPARATELY OPERATED,SHALL NOT BE CONSI DERED As A SYSTEM WHICH REQUIRES SPECIAL KNOWLEDGE OR EFFORT WHEN USED IN DWELLING UN T5,THE +ce rvumaea DOOR KNOB AND TH E TH UMB TURN SHALL NOT BE SEPARATED BY MORE THAN B". SCALE 23. WOOD PANEL TYPE DOORS MUST HAVE PAN ELS AT LEAST 9/16°TH ICK WITH AS NOTED SHAPED PORTIONS NOT LE55 THAN 1/4"THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 30050 IN. IN AREA. MULLIONS NOT OVER 1B"LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2",STILES AND RAI L5 SHALL BE OF SOLID LUMBER IN THICKNE55 WITH OVERALL DIMENSIONS OF NOT LESS THAN 13/8"AND 3"IN WIDTH. A- 1 REVISIONS AND DATE CHECK SET, MAY 30,2013 CHECK SET, June 6,2013 L.1 M_ v � r Li w � Z S 0 cs N L1 0S � U N O a' e� C W _ _ _ _____ __ _ Exist Exist F — column Column II II I I II II II II II II II II II I I II II II II II II II II 'll Existing II II II B r e a k fast Existing Wood Deck v Room 4'� I I II II II II II II II II II I II II II II II � I II II II _c L-- - - - - - - - 1L_IL _IL -1 L Al— I it LL —LL - ---- - - -- - - - - % 10 a ON (EJ % taw wa/l — —— cc J z Kitchen >1 _j 0, Sink P4ntry a N (E) Living Room n (E)Porch p p J Exist flue for furnace Un-He�fec/ I co basement : (E) Pwclr Low wall I Stave II I - - - -� v ------ O I I------ -- <E) Bathroom it i it ---- U L✓ Exist Dining Room — II Close Up(E) i Ref basement 1 -{�+ �' Ln � dcress j -lT cv t�- I " --- J (E) Bedroom I11 (EJ KitcFie_n p } I - � y� (E) Entry it Ared of0emo y m' � I ' i I, _ I -a✓ -cs � L-- -- - - - - O . O v O N Z I Exist PDfA I I I — North �OF NfiW�, ssk 14 2� 4 vl y F/ R S T FLOOR PLAN / 4 " _ 1 ' - o " DRAWN Lillian Davis AS-Built and Demolition Shown DATE MAY 2013 J09 NUMBER ---------------------- Wall to be demoW Existing Wall SCALE 1/4" New Wd/l A-2 REVISIONS AND DATE: CHECK SET MAY 30,2013 POOR SCHEPL/LE WINDOW SCHEPLILE CHECK SET: June 6,2013 \ SYMBOL AZE MATERIAL LlE ORIENTA RON COMMENTS TYPE SYMBOL SIZE MATERIAL LlE ORIENTAnON LOCWN COMMENS' A 2'-8"x6'8" Woad 375 South Swing In fl 1 2=4"x3=10" WOOD 374 EAST KITCHEN DOI/BLEHUNG B Parr 1'-6°x6'8' Wood lntenor Pocket B 2 2'-4'x3''-10" WOOD 374 EAST KITCHEN D0(7BLEHUNG \ C 2'-8'x6'-8" Wood Interior Pocket C 3 2=4"x3=10" WOOD 314 EAST M(70ROOM OOLIBLEHUNG D 55"x72" Metal Exterior With a-tem'On O 4 PAIR 2'-0'x3'-0" WOOD 372 WESST KITCHEN DOUBLEHUNG E 1'-6x 1'-6" Wood 272 East Hopper E 5 FALSE SHUTTERED WINDOW �' ❑ NOTE ! CUSTOM STORM WINDOWS TO MATCH EXISTING TO BE PROVIDED, CUSTOM COPPER SCREEN BUG SCREENS TO MATCH EXISTING TO BE PROVIDED, w d. r- Door B %z"=1=0' Door C rQ C w BY r V _c } A n Z � ,v -ST rn 66'_9,r sp o 2 C 18"_x s c) Ln Exist Exist - Column Column R Fl I II II II II II II II I I II II II II II II II II II I I II II II II II II II II II Existing II B rea k fa 5 t I Lme ofnew roof I I Existiq wood Peck Room I rouerhdng v LL -- _ II II II II I 4 II II II II II II II II II s_ OOarD %4"= 1=D" L- - --- - - - - J1 -11 JL JL SI— — ll — LL — — — — — — — — ————— — u .p 'BILCO'BaSement Door Door opening=48"x 67" 01 c I r A-4 A-4 j L I (E) b V z 15' 11" Pantry —J rn 7'-S" g'-3' N 3'-b 3/4" 4'-3 3/4" 3'-11" (E)Prep Sink (E) Living Room v N 4'-11/2" Z 3 () n 1 B Q c 3 Fxist Porch ) N -- -O — � O O (] d Z i M o J Door E — F-. t' KI ch -- r tT o d la k l or ------ (E) Bathroom V ul d Cc in A-4 b resh A 4 O 510 36" Exist Dining Room in -o s a lb, 0, Ref �O h 5P4 cc m Ln 24"d CS cz I (E)Bec/romm O ShutteLS : ,,..• - . .. : .. ,,,,a^ Q Z —— - — — (E) Entry Match exlshng ` Q = m roofouerhang Ln -V O L - -- _ --- - - - _ — -- - - - - - - - v BdLn C Boaff N /18" nsion O N Z 55"x "Drs E m Porch I 4'-41/2" 7'-51/2" �� f NEWyp 7'-8 1/4" 14'-21/2" 4'-4 /2" North �p�,p, 18CHFfA'.9fi 21'-10 3/4" a 0 ` c 6 A A_4 A-4 A-4 Fpp 0. HpFE IONP FIRST FLOOR PLAN 1 4 = 1 - o DRAM DAre JOB NUMBER Wal/to he demo ed 5ULE Existing Wall New Wall A - 3 REVISIONS AND DATE: CHECK SET MAY 30,2013 CHECKSET. JuneS2013 LV CZ ILI t— Q U w V c � v m A LL w -a z A-4 .0 m vii w N � Q ' % a r ri______i_____� i �______— l — — — — 4 ~ I II N "ice' I I III I I U 10 ii ll 0� t- I J L I DO L---- ' L------------------- -------s---------- -------s----------- ------s---------------- a N C Ql A-4 A-4 kl \ 7 \ Im J 5 r-1 r 7 l Existwy I - - L - y t v v v Roof i i I C� o E Z tia i i l l I I I I I Y I I Y I I ll I I I I I ' I lool LJ Existing Low Roof I l Cricket and flashing I � I LJ I I I New F111 1 valley - ,I �VV Vy C----- Existing Attic ----------- r;r tl N _ _____ r Ili '�r r-I rr Z-�� � IWO od _________=J_________ LJ_________S__J Shingles Wood Shingles D m Ii_�I_��, Ridge vent r, Ridge vent 'YJ I 41 �- i_ _ _ l Q � Z �- -----rl. Y1 th J_ _�_L- ll ryl m - - -_ — _ � z- - � i it l _____________ ---- ____ ______ ----------- ----, O N z 5- p.______i______-_7-_______ Existing Cow Roof pF NENr rn' C B A Gp NO 2540 A_4 A-4 A-4 9pFE 10 ' AT T I C & R O O F P L A N 1 4 " _ 1 ' - o " Dom""" Lillian Davis DATE MAY 2013 JOB NUMBER SCALE A-4 REVISIONS AND DATE: CHECK SET, MAY 30,2013 CHECK SET June 6,2013 Ridge Vent W d Ridge uent '�lTL1I' II1.I1. _ 1.. _ _ LIII __ _LI LI JI 144��IL—IL-HJ LJ-� 1 �I LI 11 L i.L � 1 L1-L1L LJL `v O '� hL-1I-ILH JL LL. V c } ® ® A 1 IQ I Lf I_ �L1 Il_L Llr�._.11J�U -1 11.L I � � Z Waod Shingles �LLL-I _1 _I : l_Ll . .LI I_._ L� _ 1L Ill I W.LI. 1 JllJ_J 1 I. :LJ.LJ 1 L 1J-I I I,, 1ll1IJJ�- 1 - c Q _ N 7� y m -CT U ood Shingles LL L 8- o S O m 1 L1.�J_-1�1_ - c ki�`I I _CELL_ J.1,I I_J a 1_ L-1 LL LJ L1 JI �; v � wood h/1� s II _UJ- �_1LLL.L-- L: LI1L.11L_ _ J 4J. r.a.v. O D' Ll [I ® —r2' H s — Corner dr re oar id" _Hardie Bbard Siding Boards s tam tch existutg fo match existing Mud Roo", F/oo vUj N yv 0\ ry <- <N)Concrete slab and Z - Area o �e 15ho f g (N) 5P4 cc I I footing on compacted sod m �J 1 Basemernt 1 r------ 3#5dawe15 I F---------_--� 1 1 024'ox..r 1J, (E)&Unddtian (N)brick cp/nry�ey---� ro' Q N wa//—_I _�Founddtroni Ql J m 3 p p CK v Z L-------------- --------� W E S T EL E V A T l ON 4 " _ / ' - o " v -cs 0 v * � 01 Iu_i�_I iII .�I.Ju . I'Lu Lea al L J_ L ® ® Q z 2- 13/<x7T/a M¢ro Lam Ridge 1J-L._��IIjj�� LIJ� 4. 1r. LI L I�� 1) I�I __1 1_l ._. Column Hanger 11 �I..1_LJJ- .I "1 LLIl_I W L1.1 Z-7/<x91/1 Micro Lam rap '� ' ' , 1 � � 'I II_1Li-.LJ.I__.1J.0 111 LI Lid] 1.11 p o Column ganger x 6 King Post 4x6 King Po I Wood Shingle 1 0 Z II_I I—LI1 �WJ L.11J I_ A LUL 1411— LJ I_�IJ_ cap Wood Shingles UJ-1 !L_LL-LI-1] �L�� LLL1.__1L1J!�.Ll 1.11 L_L L� O 3 ✓aultedCeiling Vaulted Ceiling Ll .L�. .LI—LL�IL_��LL _ L.�__LL_ LIL11 N v 2-2xlohdr 'I ' JL T .11.1_1 N Z at(EJ doorwa LO.p. a ___—__ - - __ _ N Wood ---- -- - - M _ - __— - — - -- � — - - ___ � - __-_ El El `-' sbutfers _ -- - - - MudRoom Kitchen - ;o --- V,OF aEwY�J Wed plank Aoor to match o exist o✓6 FJ/ ply16',,, er --A- -p _ O See Section C V ,9. SheetA-6 (N)2x6 F/'s 60 16',,, - Woo Cld hadrr/ _ --__ Waad Cldpbodrd s�dm9 _ �r UHgrs U"go (E) F/'s _ _ - tamatcbexisfmg Mud Room Floor _ Kitcben Floor .mr '. .....,... S10NP Crawl 2-9%2 Micro-Lam ydr 1 Sneed coat 1 N J�—New 4b"mdx wide 1 1 " ' . . ------------I IL C}dwl5 acedCCess a L------------ t4 URPWN (F)Basement -------------- 'IBS Lillian Davis •, --------------I I 1 oP'rE O j 11 MAY 2013 JOB NUMBER r — SCALE L—_—_—-----J 1/4" = 1'-0" SECTION D 1 4 " _ � ' - 0 NORTH ELEVATION 1 4 " _ � ' - 0 " A-5 REVISIONS AND DATE. CHECK SET. MAY 30,2013 CHECK SET: June 6,2013 I Ridge vent 2- 1/,/x111 i � � Micro Cam n e woodshinglesouer �� eam 12 yover2layea 15#felt /� d �10 Cricket 12 a ��� Woo shingle5over3/dyers ofl5# over2x12RR'swith 10 - ;iii felt over %" COXover2x 12RR's rig H.O. R-59in5ul4t,bn, u u - J F shing u u at 16'o.c. with R-59 High Density - 1x65gadre u u plank ceiling � x6squa bd insulation Wa _ plank cep/* Existing Attic _1'/s"x9%''hdr gush T.O.P. �- ii ii y..� 5/9,. . . s/a„ r_ _��_��.___ .i T.O.P. -F-r tT ON gyp bd gyp bd v s `w v ® V } (E) - Kjtchen . Kitchen Z Pantry - ;o Typira 1extenorwall52x6 i _ _ � � � Typ/ca1extenorwa1152x6 jy w m 11 stud5at Wax, with wood studs dt l6"o.c. with wood Plarik;9loorrng t m tch ^ ;o siding to match existing, Felt s H siding fo match existing, felt p 0 exisf/ paver /4 i, / woo sub = Ln paper,%"COXpIy ILNO., and Hardie Clapboard5jdjmgover2 i_ _ f✓oo�' vet2x6 p paper,%"CDXpIy VIVO, and w v1 - (E)Breakfast R49baffmsulation layers f5#felt over%1"COX over _ _ wo,' . w/R- 1 ilps lotion R-19bdtflnsulafion ^ O M 2x65tud54tl6"0.c. with R-19 ii Fro Fl '1 d I Ln (E) Crawl rip/ejors ob/josh " Add R-v sort msu/ 6 New Craw/Space rnp/e joists East -2xB under wal undtp, t Lo exsGng Boor I 3"screed coat understo✓e' 8"contlnuouS Foundation walls "I (N)Chimney I S triple Joists over 8x 16 footing c„d ExiStin Enstwy fo4n Gnfo be removed p0 foundation beyond �I underpointloads' T adl2x4 i g f�&at,Fouodafon Wall , an46ack'f,ll 5' note below �� o]I *� key 41 Basement (N)3' /ally cola✓et �o key 24'sq Q2 deep -N concP I. . 96' I 10 ON L-- r'T r n } an z U -1 N d v N o m m QJ SECTION A - A 1 /4 "= 1 '- O ” SECTION 13 - 13 1 / 4 " = 1 ' - O " O Z N 0 N L/ Ridge went Eel '\1 ardie Clapboard N 2- 1'/4 x 91/2 �f siding _ MCcro Lam ridge a - O is beam - to _ 'CS c�- _ / } to -- Wood shingles over3layers of15# Q 0 Z Feltover %1 C9Xover2x10 _ 21/2 J . -- 1x65quare - RR's at 16 ac witb 6"rigid Roof - - O Ex i s N n g plank,,;ling insulation lR-30) - - O O v -- Bnck 4vets over r ht we/ghf - ,I O N Z - one to over4 crete slab - _ '0 HdrdleB and ri cla boar Sidln -- with 6 lO x 1 wire mesh p g _ �o New brick chimney Hardle Cldpboa d siding overt over "sand with O and 46"x r60 layers l5#Felt over%2"CDX0Vet VI? prier - Enstmg furnace venf - - Stone lan in _ pNE 2x65tad5at 16"o.c. with 9-19 - /n5t41124" E 4y perimeter insulation 'O '� CFESSICNP� "PAWN Lillian Davis SECTION C - C 1 / 4 "= 1 '- 0 " SOUTH ELEVATION 1 / 4 " = 1 ' - 0 " pA1i MAY 2013 JOB NUMBER SCALE 114" = V-0" A - 6 REVISIONS AND DATE, CHECK SET. MAV 30,2013 CHECK SET June 6,2013 GENERAL NOTES NAILING SCHEDULES NY5CODE 2010EDITIO WIND FRAMING NOTES F� ^ PLAN CONTENTS: 1), RIDGE-TO-RAFTERA5SEMBLY: ROOF FRAMING: OCCUPANCYCLAS51FICATION R3 RESIDENTIAL 1-1/4"x20 gauge strap shall be attached to each pairofraftersinaccordanceto table 3.4. NAIL NAIL NOTES BUILDING USE JOINT DESCRIPTION RESIDENTIAL DWELLING When a collar tie is used in lea ofa ridge strap, the number of10d common nails required CITY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number ofed nails in the strap RAFTER TO 8'WALL: 3-84COMMOfA EACH BUILDING HEIGHT (SEE PLANS) TOE-NAI 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10' WALL: 4-8d COMMONtAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PUNS) intent and framing etails. The are intended as a construction aid , not a substitute Lateral framin and shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-84 COMMON EACH g y 9 9 P� TOE-NAI for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-9d COMMON JOIST State building codes. The General Contractor is responsible for providing Standard ortrusse5 shall be attached to the wall top plate and the wall top plate shall be attached to CEILING)OISTTO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE A5 PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedurest0 ensure a Professionally finished, structurally the to the wall stud with Uplift connectlons. RODE overhanging the rake side ofthe building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUA sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 33c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible far ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY; OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40 These codes are to be considered as part ofthe specif cations f o r this building and accordance with table 33b. When wall studs above do not fall an line with studs below,the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 W Should be adhered to even din variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 84 COMMON EACH TOE ATTICS w/ STORAGE 20 n. accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. RIM BOARD ROOF (GROUND SNOW LOAD) 20 EACH END OLIVE LOADS PSF) �. rn (DO NOTSCALEDRAWINGS). 4). WALLASSEMBLYTOFOUNDATION: TO RAFTER 2 -16dCOMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 ro' First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 3O S v 0 <� 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: c } STAIRS _ responsibility for construction coordinating with these plans, nor responsibility or foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL 40 � L, -t Z construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 33b. When steel straps are lap ed under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 �- w � h f CL Y. SPACING - _C, �n precautions and programs in connection with the work. There are no warranties or a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anc or bolt EXPOSURE CATAGORY (DESIGNED FOR CAT,C) S 0 N specific use expressed or implied in the use ofthese plans. Spacing Is to be Spaced and sized in accordance to table 3.2a� In addition to s acin TOP PLATE TO PER FACE NAIL 0 a P P P P P 9 P P 9 2 -16d CoMMO LL C, S anchor bolts are to be spaced between 6-12 inches from the (end ofa sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION QJ _ C:Ln � 5), Refer to the Window and Door 5chedule for exterior Openings, corners. TOP PLATES AT JOINTS FACE CROOF- FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE `�' N INTERSECTIONS 4 -16d COMMO O EA. SIDE NAIL NAILING SCHEDULE a ems- 0 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR 5HEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE STUD TO 24" FACE or exceeds manufacture's Specifications and applicable codes. Type I exterior shear walls with aminimum o1`7 116 inch wood structural panel on the exteri r STUD 2 -164 COMMOr I O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 84 common nails at 6"o.c, at the panel edges and 12"c,c, in the f ell, and Sym.: 7), The General Contractor is 10 consult with the owner for all built-in Items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o,c. at panel HEADER TO 16d COMMON 16"O.C. FACE FIRE PROTECTION such as bookcases, shelving, pantry, closets,trims, etc, edges and 10"D.C. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL (SMOKE &CO2 DETECTORS) � SEE FLOOR PLANS it)table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRU55 DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements Shall be taken into account during construction. PLATE TOSTUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6), TYPE II EXTERIOR SHEARWALLCONNECTIONS: _v FOUNDATION NOTES; Type q f PP P a BOTTOM PLATE ND)O: d CLIMATIC & GEOGRAPHIC DESIGN CRITERIA " T e 11 exterior shearwalls shall meet the re uirements o table 3.15a-b times the a ro rl to PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16 COMMO :+= length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT :EE NOTE: 1,2 L 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD --c determine intended heights offnished NOOKS) above typical gracic 7). INTERIOR5HEARWALLCONNECTIONS; FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD <n � Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS m. 2). All footings to rest on undisturbed Cvirgin) soil. interior sheamJ5 are used. Sheathing and COnTCCtlOn5 shall the in accordance with JOINT DESCRIPTION NAIL NAIL NOTES m QTY. SPACING MODERATE SLIGHT TO .� 3). Provide 1/2"expansion joint material between concrete slabs and abutting 24.4.2 and 2.2.4 respectively, 20 LBS, 120 B SEVERE 3 Fr. 11 NONE P 9 JOIST TO: PER TOE TO HEAVY MODERATE rQ Z concrete or mason walls occurin in exterior or unheated interior areas. g), CONNECTIONS AROUND EXTERIOR WALL OPENING!5: 4 - ed COMMON m J ry g d SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 1 _J Header and/Or girder connections shall be attached with upliift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors an accordance with table TO JOIST 2 - 84 COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIA E -Q v N 0 be installed with #5 re-bar, 18"long at 12"O.c.. Use approved epoxy for Installation. 33, SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD °J �. X Z3 5). Unless Otherwise noted, all slabs on rade to be 2500 s.L. Concrete to be 2 - 8d COMMON ,J 0 «T P TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O. . Bd COMMON @ 6"O.C. SEE NOTES: 1,3 m ro 9). CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand Or ravel fill with 6x6 wire mesh reinforcing. Interior slabs - Where a ride is to be used as a structural beam,the rafters ASH either be notched and BLOCKING TO: EACH TOE SEE NOTES; 1 ( BOTH FIELDS v to m minimum S (lay inch thick, All fill t0 be compacted to 95� relative density with 9 3 - 164 COMMON INTERIOR ZONE Bd COMMON @ 6"O. . 84 COMMON @ 12"O.C. Q Q Z SILL OR TOP PLATE BLOCK NAIL 6" maximum Ilfts (layers). anchored On top O{the beam Or slope connectors shall be attached to each rafter-to-ridge NOTE: 2 FOR PANEL FIELD along the open ceiling part ofthe building. Connections to tthe ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. 6). Crawl spaces to be.provided with a minimum 18"x24"access opening. Install one attached with the above re uirements. TO BEAM 3 - 16d COMMON SEE NOTES: 1,3 JOIST NAIL 8x16 cast Iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: )OISTONLEDGER 3 - SdCOMMO PER TOE NOTES 7). Dampproofextenor offoun4ation with bituminous coating as required by current TO BEAM JOIST NAIL N.YS. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACC) pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, the below grade portion o exterior walls prior to backfil ling. All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST 3 -16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet ofthe perimeter edge ofthe roof, including 4 Feet on each side oFthe roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code, 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND )OISTTO; 2 - 164 COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. QJ h SILL OR TOP PLATE FOOT SEE NOTE: 1 -LJ Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nails g g 8 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. padin assumes Sheathing attached to rafter/truss framin members with G>0.49 O NAIL NAIL For framing members with (0.42<C<0.49, the nail Spacing shall be reduced to 6 inches O.C. 1). All framing techniques and methods as prescriptive design of current SBC High Win 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footin JOINT DESCRIPTION QJ Edition Wood Framing onstruction Manual. QTY. SPACING 3). Tabulated 4 inch o,c. nails spacing assumes sheathing to rafter/truss 9 Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts. Footings Shall e 3 f. P 9 members with G>0.49. For below grade. Porches with covered roofs shall have 12"dia, cconcrete piers for the girders. STRUCTURAL PANEL ed AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches O,c. 2). unlessotbcvwgerioted, allframmyandstructuralwoodmaterialtobe#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Flt. 4). Deck joists to have blocking at 8'o CC- ,C NAILSPACING NAIL SPACING AT INTERMEDIA E CEILING SHEATHING: SHEATHING LOCATIO NOTES O 't7' un 3). Floors, walls, ceilings and rafters to be spaced at 16 inches D.C. unless noted 5).A minimum of10 inch Flashing shall be installed between) the building and ledger. NAIL NAIL AT PANIEL EDGES SUPPORTS IN THE PANEL FIELD un otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts QTY. SPACING SEE NOTE5: 1, 3 ( BOTH FIELDS) -� 2 e�-- where needed 4' EDGE ZONE ed COMMON @ b"O. Ed COMMON @ 12"O,C. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be C2) 2x10#Z + gTR. Doug. Fir 54 COOLERS "tS '� 1' WALLBOARD 10"O.0 . FIELD INTERIOR ZONE 84 COMMON @ b"O. . Ed COMMON 012"O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side o all 6). Concrete piers shall be a minimum 6"above grade. Q A Z Openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: Y openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES S p openings between 41 and 6'O and 2x6 wall openings between 511 and e9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O -6 and blocking where applicable. L� QTY. SPACING to O cn 8). Covsre4 RODE shall be assembled and anchored the same, rnannerasa typical building, STRUCTURAL AS PER TABLE 3.9 QJ P g' 84 CONIMO 1). For wall sheathing within 4 feet ofthe corners, the 4 foot edge zone attachment requirements shall Q 3 5). All flush beams/headers to be installed with heavy duty galvinlze4 hangers and PANELS WFCM - SBC be used. 0 v 6d COMMON anchors where applicabletoall connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C. EDGE N Z 6). Double up floor joists under walls that run parallel to the Floor joist and u N.Y.S.nder batht bg). All water supply, drainage and venting to be installed as pter Residential PLYWOOD 6"O.C. FIELD 2). Tabulated 12 inch D.C. nail spading assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless not(construction Code. GYPSUM 5d COOLERS 7" O.0 EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c, on plans. WALLBOARD 10"0 C . FIELD Verify septic system with the Engineer for Suffolk Countyf Health Department approval. 3). For exterior panel siding, galvirnized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4"thick mlcrolams C hei ht to match floor oasts) around staff well a d�dr NE g FLOOR SHEATHING: ��� Wyo otheraccess openings unless otherwise noted (typical), NOTE: se 3). I{wall studs, plates or )oasts are cut out during instdldti0m for any plumbing related work JOINT DESCRIPTION NAIL NAIL i Gp' yFj 9,f 8). Dormers runnin up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure th<e structure, Verfy with the QTY, SPACING CONTRACTOR TO PR.OVI DE SOIL TEST TO VERIFY state code and manufacture's recommendation for maximurm hale size and spacing permitte . r m where applicabeunessotherwisenoted, STRVCTVRALPANELS CEDGE EXISTING CONDITIOf�15. MINIMUM 3000# CAPACITY. i( Bd COMMO 1"OR LESS 12"O.C. FIELD HVAC SYSTEM NOTES m 9). Provide blocking/bridging in FlOOY jOI5t5 at g'O o.c.. Use solid blocking in Floor jois s U.PROVIDE5/8"IYIPE-X SFIEETROCI<FIRE STOPPING ATIO'O MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, under all bearing walls. 1). Mechanical subcontractor as responsible for ddhearing toeall applicable codes and safety NOTES: s j.wsTSIMP50NH/ANCk5ANDANCHORSWIT Z-MAXTRMSLPERROOTIVECOATINGFORCONTACTWITHACQ �q SSipQ1P equirements. 10). Provide insulation baffles at cave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor Is to fully coordinate all system data) and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing PRAWN CPX exterior Sheathing grade plywood, Plywood to cove?over plates and beadem 3), HVAC subcontractor to rovidefinalsstemlaoutdrawlin and submit nailed panel asrequlredbyallbePNvided entia)code-FIREBLOCKwcREovRED Lillian Davis P Y Y 9 P 9 and shallbdIve fidedameu hemo,noocealeddrak top and r000rreontan Contractor and owner for final review and approval, is nailed 3"on-centeratthe panel edge to obtain higher and to form an effective Fre baarner between stories,and between a top story and the roof:pace. non 12). unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood 5 ubfl00 shear capacities, nailing requirements for structural Fireblockmg shall be provided Inwood-frame con:traction in the f Mowing locaticrm May 2013 adhered with PL400 adhesive and screwed to Floor joists. Finished Floor to be. installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1) In concealed spaces ofstud wall:and partltlon:,nduding Farrel spaces,at the ceding and Floor )05 NUMBER over su bfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concwled homontal Ifurred spaces shall also be flreblocked at R,teevals not e,<ceedmg 10 1). All electrical to be Installed as per N.Y.S. Residential Consttruction Code. feet. Batts w blankets of mineral or glass fiber shall be allowed as fireblocking n walls constricted 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls an asmg parauel rows ofsmds Dots aggered=tads SALE ceilings and over furnace to have 5/8"thick type-x sheetrock. All Other parts of buildan 2).All electrical work shall be approved by a qualified Undervwriter. 2). When wail sheathing u continuous over connected As Noted to have regular 1/2"sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted z).At all Interconnedlons bettween concealed vertawl and horizontal spaces such as occuratsofHts, 3). Install Smoke detectors and Carbon Monoxide detectors tthroughout as required by curt nt to be reduced tot -16d nail per foot. drop ceiings and cove ceiln<ys. 14). All roofwath a pitch less than 4:12 shall be installed with an Ice & Water barrier or N.Y.S:Residential Construction Code. 3) m concwled spaces between stanstn N s ettbetr,pand bo om ofthe tun.Enclosed spaces under stairs shall comply ocu, current N V,S. Residential Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down t type over. 4).Atopemngsaeoundvents, pipes and ducts at ceiling and Floor level,to resastthe free passage of YP Flame and Produd,of coMb,ustaon C 16). All sill plates and wood in contact with concrete to be pressure treated Sall plates ic 5) For the fireblockng ofchimneysand fireplaces,as regwred bycarrent N.vs aesidenaal code 1 O be installed with a foam sill gasket and cop-r-tex termite shield or a proved e ual. ✓✓✓ REVISIONS AND DATE: Framing ot shown New Foundation wall g Forming not shown Exishng CHECKSET MAY30,2013 4 ~- Foundation wall a CHECK SET, June 0,2013 d 4 ° a Add3-#4dowels 1Z"long ° embed 4"min into exist foundation 4 set in Set Epoxy 3"0 pipe a ° 4 Column under ° new post above ° d ExiSnNG BASEMENT continuous 69 fig Bottom New 24"square x 12"deep concrete footing with Existing conc. slab floor 3 If 4's each way EI 1 W S1L q e ° < lll II1111=u n. SCALE 112"=1 '-0" F-� J SCALE 112"=1 '-0" F-3 s w o• M U _� } Li w U1 0' s r R T0- N c ul A 0 N z A-4 -1 d cam- 0 j�) 2x 65fud wall s/8 gyphaard Exlsttng Crawl 5pace YB Expansion joint o Y L Brick Duet light weight concrete over 4" o N 4" concrete slab with 6x6 fofo welded wire mesh b-Panel Exi Ymg Uder Oneck Space V C 2x6 @16" U 140 v Lfl C 4„ B a°° ° c< C Tank 01 A-4 A-4 Existing - Basement I i I cc U Z J 6 V (E)4x6- (E)4A6 v J XQ t/'1 2"perimeterinsulation _1 Hw m _ m 24/'high v I �Ppe UI Pipe N U m Q = w x O0. Z 'E c #5reharc024"o,c. FurndceI w r^ S" r---- ------ __1 2 x 6 r ,I (M 31/2"stl lally cc_ Existing Crawl Space 4x 4 Past above 4n ° .l 4 4u -1] I - --------- - r_________ ______ . II New Crawl Space' .I a .,,., -:•i. ....;.;.,',.., .v.,,::,.: U 3"screed coat Exist F)'s (E)4 2 x_9 (E) 4_2 x 8 CNJZxHpTledger (EI d I .III I~bolted w%0 lags (E)Ape pipe .Bnckpavtersouerlight, II at24°o.c.5ta9 gered I Existing col "tS Iweight'ecmcrete.ouer4 I { I1 to&bottom Bdsement (E) Pip O a ^�- c ncrete.slab w/6X6 �. 16" D o Q 9 %Micro-Lam E I (E)concrete slab floor 4 x 4 4 x 4 N ifox%(? wvire mesh'ouer I1 p n 1 . ' at 04W/4cress co CE)c,,C,efe v 4"sand wvi{h fo mil 1 1 �t l foundation wall (E1 1I Vapor harrier I . I pipe Existing I1 1 (E)2 x 6 Floor)oists @ Basement SCALE 1t2"=1 '-0" F-2 ":=1 1 I:.C�-1_LI _I CN12x6Flocr)9ists 16"cc.w/hgrs @access _ v Frdmin 't5 F-2 _� . I_I @16"o L.w/b rs _ g O rr- 41 Ti 1 (FN 3-2x6 � ON ... �;m,..:,.,:.:, . ...,,, .}-{ , 3-2x6_ r - Q Z Col ----- rv' 1r 5-7 I I I I -_---- i = O Foundation L ---- O walldemo —t-----P _ F-1 Ln ) -1 :::: i s1 I v 0 V-1 5. IBasem_entl �:: -Entry-I (E)Slab N Z IN hP���F scHFr4 a �F C B A A_4 A-4 A-4 r i 2 � pq0 SS10NPy DRAWN Lillian Davis F O U N D AI T / O N P L A N 1 4 "' = l - 0 DATE May 2013 JOB NUMBER SCALE N Wall to be demo led O HOLDOWN(SEE SCHEDULE) �� NEW RAFTERS OR FLOOR JOISTS As Noted m Q SHEAR WALL(SEE SCHEDULE) 0 EXISTING JOISTS Existing Wall N New Wall �—DETAIL EXIST FOUND •' r:' NEW FOUNDATION /� ■ WHEIRE NEW FOOTINGS, FOUNDATION, OR PAVERS OCCUR ` OVERT BACK FILLED FOUNDATION AREA, SOILTO BE J 957.COMPACTED VIA VIBRATORY LAYERS AT 6" EACH LAYER, WITH GOOD CLEAN MATERIAL FILL. IN THE ADVENT ADVERSE CONIDITIONS OCCUR, CONFER WITH ENGINEER OF RECORD. REVISIONS AND DATE' CHECK SET: MAY 30,2013 Continuous Ridge Vent CHECKSET. June6,2013 Flush 2- 1 314 x 11y4 Micro=Lam Wood shingles over @ Kitchen Ridge Beam 3 layers#15 felt Flush 2- 13/4 x 9s/4 @ Mud Room over ill"COX Hanger each RR 38 High Density Insulation Notch RR's @ Kitchen R-30 rigid 1 x 6 square edge @ Mud Room plank ceiling 2 x 12 RR's @ 16"o.c. W CL v � SCALE 1 /2"=r-0" v r- A U� m -t Z (Zr :U O = v N �O a o Exist � Column Column II II II II II II I �\ m I II II II II II II II II II e II II II I II I II II II j EAV*ting LL II II II v Bred lR fd5t" boo ofnew roof Existing Wood Deck N 4 x 4 Post Roo Ioverhang I LL 1Lr3 L - - - - - - - - — (Z _rn m V Z A-4 A-4 (E) L o 2-2x10 a N p P DF#2 header antry <E) Living Room °_ m 3 v Dbl stud or (E) Framing Z 4 x 4 Post 2x65tud wall Exist Porch - - -- -- - 0, _ z 7Ll"x9/s°hdrAush I - N <E) Pwdt L New — (- valley raker � � Mad Room o Kitchen ° Brick veneer/laorover e5t � ' X concreteslab :: y%6 Pp5t ."x. Wood Plank Floor 15�0d5 p5t _----- F ——— — —— — — — — — — —— — - 41 I 3 tn9 z vaulted Ceding pb z vau/ted Ced b In C I o s-z �z d�` � ,d� ------ (E) Bathroom � It z- >" 2-T/a"x171/4°micro-lam S ' D Ise Po9 N - mcro-am -—- - Ridge Beam _I tads p Aush ridge '' " N A-4 O +L/ SCALE 172„=1 '-0.. n A 4 �' aJC — % � `� 1 '� E 5 2p5t x a .9 L 2 o d s-z pow a ° Exist Dinin Room ” 2x6stud Ro / . Q b C fullhel ht ? L - - - - - -- .", 2x6stud wall 4 x 4 King post �� G/ e�- (E) Bedroom t5 L -- --- , <E) Entry Q Z = O L. -- --- -_— _ —__ - O Bdm Ooo C O w/78" ension N Z 55"x "D Exist Porch A.�D O North pF Nt:w y` ��4 FISBHAC�,`9�� A35s T G e A YR A_q A-4 A-4 Ifc, I, 2-1314"x11114" LMIcro-am header 1P (See Plan) �gCI:E 10 FIRST FLOOR PLAN 1 4 " = 1 ' - o " 2 x trimmer full height RoofFminiogShown CRAM Lillian Davis 2-2 x studs or on*e 4 x 4 post —� -------------_-_____ Wall to be demo e4 May 2013 JOB NUMBER Existing Wa/l SCALE New Wall As noted S2 SCALE 1 /2"=V-0" 3 REVISIONS AND DATE' WIND GOAD PATH CONNECT ON AND CONSTRUCTION DETAIL DRAWINGS CHECK SET: MAY 30,2013 CHECK SET June 6,2013 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUD RAFTER �� WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE FSIDEWA RIDGE LEDGER BATHTUB DOUBLE JOIST HEADER RAFTER JACK STUDS LICATION 1ST. ADS5 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS T HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNN 2� PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPUCATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"z12" 20ga. STRAP APPLY TO EACH JACK STU D ROOF LSTA24 1-1/4"x24" 20gO. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 L526 18ga. SLOPE HANGER APPLY TO EACH RAFTER LEDGER FOR JOIST NOT DIRECTLY U D R PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL 'OPENINGS R13 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER LEDGER BLOCKING ®24OC W CIA- THE STUD �� VENTTS SELECTEDEANDUST /^\ Q / \ ` LOCATED BY CONTRACTOR S u METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL m Z HIMNEY AS REQUIRED rn ° O RIM BOARD RAFTERS RAFTER WALL SHEATHING MAINTAIN o = s N SILL PLATES) VENTILATION WOOD JOIST QJ SIDEWALL FLASHING n v N F TOP PLATE 2x BLOCKING LD ER BLOCKING FOUNDATION - FINISH WALL AND MOISTURE "� 6 �- ' - - - BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTTCHED TO WALL STUDS 048"OC , AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA • MINIMUM NET FREE VENTILATING AREA AND ALL WIND OPENING JACK STUDS BETWEEN WALL FINISH AND NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER ROOFING TO AVOID SOAKING WALL STUD THE SPACE VENTILATED. ALL OPENINGS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT INSTALL 4'0" O.C. RESISTANT METAJ_ MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD AND JACK STUDS PROVIDE HEMMED EDGE AT OPENINGS OF 1 4 INCH IN DIMENSION. 4' - e" LSTA24 I-1/4"x24" 20ga. STRAP ON ALL oPENINGS FLASHIING TO FORM CHANNEL SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION LICA 0 AND JACK STUDS GAP TO PREVENT CAPILLARY to-3/4" x lags. TYDOwN ANCHOR CON ECAT O PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP aN ALL oPENINGS ACTION 4" - 6" RAFTER RT10 ROOF VENTILATION OVER BEARING WALLS AND HEADERS ToNEOT INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 21-1/8" x 20gD. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 189a. STRAP AND JACK STUDS KEEP ROOFING NAILS OUT s. v ON ALL OPENINGS / OF FLASHING 4ii 2ND. FL OR WALL ROOFING LAPS BASE FLASHING 4 INCHES LLn RAFTER RIDGE CAP OF SAME ON BASE FLASHING WRAPS CORNERS, MATERIAL AS ROOFING r' \/ EXTENDS UNDER SHINGLES AT NAILED TO SHEATHING SIDES 4 INCHES AND LAPS THROUGH VENT SHINGLES AT BASE MIN. 4 INCHES cc U Z WOOD JOIST TOP PLATE GIRDER/HEADER v X SIDE WALL FLASHING WOOD JOIST rn J m 3 1ST. FLOOR WALL STAPPING TO BE ATTp,CHED TO WALL STUDS @48"OC aJ AND ALL WINDOW/DOOR OPENING JACK STUDS ANDARAKES -- PROVIDE HEMMED 1EDGES LStD WALL STUD RAFTERS O Z FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPDCATION PREVENTOCAPIILLARY ACT CHANNELS AND 4' IS e" LSTA36 1-1/4"x RIP 18 a. STRAP INSTALL O,C. LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-if2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH QUI g AND JACK STUDS RIDGE VENT FOLDS FROM PEAK TO ALLOW FIR E THE PROPER STEEL�QNNECTOR. ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO AIR PASSAGE IF ABLE SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS RAFTER TO PLATE CONFORM TO SLOPE f0 ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 1-1/4"x48" 16go. STRAP INSTALL 4'0 O.C. CONNECT OVER OF ROOF 8.. — i6° MSTA4B ON ALL OPEN NGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE SUBFLOOR TERMITE SHIELD WOOD JOISTS SILL GASKET ' QJ ' NEOPRENE 2x6 /2xB CONTINUOUS WOOD PLATE "t5 JA GASKET BOLTED TO STEEL BEAM WITH TYP. CONIC. FOUNDATION ( 60M IL. POLY V, DAMPPROOF EXTERIOR GRANULAR FILL , , 1,0 1/2 " DIA. BOLTS ® 48" D.c. STAG. 6MIL POLY ON EXTERIOR � STEEL COLUMN I I _ = V n a s C ROOF JACK 1��� STEEL BEAM n V + CONC. SLAB ° ) o ° v // I �_ 4" x 1/4" x 8" STEEL ° ° A COMPACT FILL. 'n ' ROOFING LAPS TOP AND BOTTOM PLATE ,o 1 n A FLASHING AT WITH 1/2" x 6" ANCHOR BOLT C) e 1 SIDES AND TOP 1/2" GROUT O Ln KEYWAY FOOTING e ° V /' •, �'0 4 A G CONC. FTG. 'o �'o G ° USE WITH 3x3 SQUARE WA31g : c ANCHOR BOLT CONNECTION (USP LBP558 OR BP563) 3" STEEL COLUMN + ANCHOR BOLT CONNECTION FOUNDATION 5/8" CIA. ANCHOR BOLT ( 10 KIPS ) Q O Z REINFORCING BAR SUPPORTING MAXIMUM SPACING FLASHING LAPS DRAIN TILE v SILL PLATE TO FOUNDATION ROOFING AT BOTTOM \ (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OG TYPICAL BEAM DETAIL i `O p SILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING 0 p TYPICAL CONIC. FOUNDATION. APPLY PILASTERS (CRAWL SPACE OR FOUNDATION) WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x244"x12" CONIC. FTG. WALL BOTTOM PLATE TO FOUNDA11014 1-2 STORIES 57" OC (SLAB-ON-GRADE) ROOF JACKS & VENTS DETAIL SUBFLOOR r_ /,-DOOR FRAME JOIST i CONC. S AB 6X6 10 10 WWM USE 2X8 STEEL BEAM COMPA T FILL FOR BLOCKOUT OnAWry W/ 6X6AWMM SLOPE OTCH JOIST AND ADJUST HEIGHT 4"DRIVEWAY —► p • n' WITH A NAILING PLATE IF NEEDED Dnre P.T. PLATE 1/2" AIR PACE I ?, 1 2' •. °, T BE APROX. 1 2 OR HIGHER TH N May 2013 AT END AND °'o ^ STEEL BEAM TO ALLOW FOR SHRINKAGE ES OF WOOD o' - o 0 0 (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) JOB NUMBER .4 BEAMS ° pA ° =III 4 o'•°De '0 — -SUBFLOOR SCALE GRADE n G C 4 a '°G _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • A D N o 4 ` °• ° '° 01ST 'a 'o A'• 6X6 W.W.M. MIN'. °e ,A eCA �� ° 4n ° NOTCH EQUALS 1/4 DEPTH OF BEAM S. e °.p ^ . ° I =11 a EINFORCING BAR . o . EIINFORCING BAR >•., STEEL BEAM DRAIN TILE ly 1 a 3 _/ FELT UNDER 30k BEAM AT POINT SHEET METAL ~ PLATE (BOLTED TO BEAM) OF CONTACT WITH CONCRETE OR CONIC. BLOCK - ^ SHIMS TO LEVEL BEAM ~ TYPICAL CONIC. MONOLITHIC FOUNDATION. THICKEN SLABS BENEATH B AKIN G WALLS AND COLUMNS. ^ REINFORCE FOOTING WITH �2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT C REINFORCE WITH C2)#4 REINFORCING BARS J BEAM POCKET I