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HomeMy WebLinkAbout37839-Z �UF aF 4 - Town of Southold Annex 7/16/2013 P.O.Box 1179 54375 Main Road co o �I Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36403 Date: 7/16/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1075 Harbor Ln, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 97.-6-12.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/26/2013 pursuant to which Building Permit No. 37839 dated 3/4/2013 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: additions and alterations, including dormer and covered porch, to an existing one family dwelling as applied for. The certificate is issued to Moylan,Mary Patricia&Moylan,Timothy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37839 7/15/13 PLUMBERS CERTIFICATION DATED 7/12/13 Walter Marczewski A 0 ed ignat re �SUFfat�,c TOWN OF SOUTHOLD BUILDING DEPARTMENT y i TOWN CLERK'S OFFICE a . SOUTHOLD, NY 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#: 37839 Date: 3/4/2013 Permission is hereby granted to: Moylan, Mary Patricia & Moylan, Timothy 3090 Equestrian Dr Boca Raton, FL 33434 To: Alterations to an existing single family dwelling as applied for. At premises located at: 1075 Harbor Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-6-12.2 Pursuant to application dated 2/26/2013 and approved by the Building Inspector. To expire on 9/3/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $617.60 CO-ALTERATION TO DWELLING $50.00 otal: $667.60 uildin Insp ct r Form No.6 TOWN OFSOUTHOLD f1 F C. E � W E BUILDING DEPARTMENT u TOWN HALL 765-1802 JUN 2 4 2013 APPLICATION FOR CERTIFICATE OF OC UP BLDG.DEPT. I� This application must be filled in by typewriter or ink and submitted to the Building-pepaft�en-A" t1�eDfollowing:--' 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'eleetrical 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. SubmWPlanning Board Approval-of completed site plan requirements. B. For existing buildings(prior io 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 lnspector'shall state the reasons therefor in writing to the applicant. C. Fees I. 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 $15.00 Date. Zj 2 r '� New Construction: r �7 Old or re-existing Building: (check one) Location of Property: / / a✓�- (�vt�Gl�LC7 GL[� House No. Street Hamlet r Owner or Owners of Property: batahclli�; Av-,c-f Suffolk County Tax Map No 1000, Section /� lock _Lot' - Subdivision Filed Map. Lot: Permit No.��._ Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Ce&ficate• Final Certificate: (check one) Fee Submitted:$ Applican gnature �QS�EF01,�c0 Town Hall Annex p G� Telephone(631)765-1802 54375 Main Road Fax(631) 765-9502 N 2• P.O. Box 1179 5 • Southold, NY 11971-0959 9 �ap� roger.richert(@-town.southold.nY.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Moylan Address: 1075 Harbor Ln City: Cutchogue St: NY Zip: 11935 Building Permit#: 37839 Section: 97 Block: 6 Lot: 12.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric Inc License No: 3677-me SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor 1st Floor x Pool New Renovation x 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 10 CO.Detectors Sub Panel A/C Blower Range Recpt 1-50 Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect ri Switches 19 Twist Lock Exit Fixtures TVSS Other Equipment: 1-paddle fan, 1-exhaust fan Notes: Inspector Signature: Date: July 15 2013 Electrical Certificate.)ls ,moo la . Town Hall Annex j* � Telephone(631).765-1$02 54375 Main Road Fax(631),765-9502 P.O.Box 1179 G Q Soudiold,New York 1.1971-0959 �o COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION, - Date: Building Permit No. Owner: at (Ple ) Plumber: �`� d wJ I�f (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 201 ~ CONNIE D. BUNCH Notary Public,State of N®w York . Notary Public, County No.01 BU6185050 Qualified in Suffolk County Commission Expires April 1.4,2.�r OF SOUTyOIo — eOUHi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . .* [ ] FOU D ATION i ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ ' FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE ( AL) REMARKS: l DATE INSPECTOR ho��OF SO(/T�o� cOUNiY,� TOWN OF SOUTHOLD BUILDING.DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: . 6,9,! - o DATE / INSPECTOR 3 o��Of SOpT�olo ?32 cou • yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT" [ ] 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: —, %Vol -a , DATE INSPECTOR OFSOpl�o — --- - TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ NSULATION . [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ ] ELECTRICAL (FINAL). REMARKS: � DATE INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR FETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [- IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� 3 INSPECTOR - - ��OF SOUryo TOWN OF SOUTHOLD BUILDING DEPT. J 765-1802 =� INSPECTION /] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l DATE INSPECTOR hO�aOF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,r-14w, DATE INSPECTOR0 FIELD IlVSPEQN REPORT DATE COMNIFiNTS ro FOUNDATION(1ST) w FOUNDATION(2ND) z ' ROUGH FRAMING& y PLUMBING r% r �a INSULATION PER N.Y. ' STATE ENERGY CODE c FINAL �, l3 ADDITIONAL CO NTS 4 �. C z Cy . ro� ro 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 1.1971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. ..�j �J1�;- Check Septic Form N.Y.S.D.E.C. Trustees f -r C.O. Application Flood Permit Examined L 20 Single&Separate FEB 26 2013 Storm-Water Assessment Form Contact: '' Approved 20 1 BLDG. DEPT. -Mail to: R `�///�� Disapproved a/c ---- TDl41N OF SDUTHOLD FZ Phone: Expiration 20 / [2 r wilding Inspector APPLICATION FOR BUILDING PERMIT Date O Z li4o , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or 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 IS.SUailce or has not beefs 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) (Mailing address of applicant) State whether applicant is owner, lessee, ages t, archit , engineer, general contractor, electrician, plumber or builder Name of owner of premises '0 (� L (As on the t roll or.latestdeed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders.License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on hick roposed wor will be done: 07 4—A_,f;j�- C,— House Number Street Hamlet County Tax Map No. 1000 Section 7 Block Lot 12 . 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and'occupancy SAID G C 4i5 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition V Alteration L-"' Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units NSiniib`er-of`c4velling 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth might Number of Stories 8. Dimensions o`�f e fire new construction: F r Rear Depth Height Num er of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner I�- 11. Zone or use district in which premises are situated 4 4 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOY 13. Will lot be re-graded? YES NOY Will excess fill be removed from premises? YES NO 14. Names of Owner of premises !"(d X 6 4 V Address Phone No.� Z 'T 6� � 77,E r!Name of Architect C H W A /2 7 Z 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 y NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? -1 YES V NO * 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. STATE OF NEW YORK) SS: COUNTY OF GIG being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) abovd named, CONNIE D. BUNCH Notary Public,State of New York No.01 BU6185050 (S)He is the (Contrac r, Agent, rporate Officer, etc.) Commission Expires April 14,2L 0 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 to before me this day of .20h Ar i Notary Public Sign it f Applicant New York State Department of Environmental Conservation _ Division of Environmental Permits, Region 1 SUNY @ Stony Brook v 50 Circle Road, Stony Brook, NY 11790-3409 - Phone: (631)444-0365 • Fax: (631)444-0360 Website: www.dec.state.ny.us Joe Martens Commissioner LETTER OF NO JURISDICTION February 5, 2013 Mr. Timothy Moylan 1075 Harbor Lane Cutchogue, N.Y. 11935 Re: Application #1-4738-04158/00001 . Facility: 1075 Harbor Lane, Cutchogue, N.Y. SCTM# 1000-97-6-12.2 Dear Mr. Moylan, Based on.the information you have submitted, the Department of Environmental Conservation has determined that the property landward of the 10 foot elevation contour on a gradual, natural slope as. shown on the survey prepared by Robert B. Holzman dated 8/16/11 last revised 1/29/13 is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no.construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. s 'Please note that this letter does not.relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. SiAerely, Susan V. Ackerman Deputy Permit Administrator cc: Mark K. Schwartz, Habitat-TW, file Town of Southold - Chapter 236 -.Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information ' Required for a Complete Application) CANT NAME: Owner-Agent-Consonant-Contractor or Other(Circle Ono) Property OWNER:(IrDlfferent than Applicanq l A, Address. i t o 7 .r C ,tg G v G Address: ;. Telephone/: Z1 3 Cs/ Fax N: Telephone N: Fax S. i E-Mall: E-Malt: j Property Address: ' ��E Brief Description of Construction Proposed Stntctoral BMPs,Soil �! S.C.T.M.N: 1000 L G Staba&afion BNT4 Project Soope Sequence of Construction ActrAty a—*W deteon elftk Lot IPm vW Add"d Peeve as Needw) i Name of Contractor nmYor Contact Person ResPoneibla ror Implementation of sWPPP: _..�,(/f /(/�� e Address: IY11 =�iG/fr/!� _-1-6 �/CiLf ` Telephorm M Fex N - �'- ♦ = ✓1h�,--;U d/•C_/_��/'y/_�y �Q✓� -74 Name of Persons Responsible for Installation d Maintenance or Erosion Control Practice: - '^' r"-- i-. V ------------------ ddress, Telsplrorr tl Fax N: E-Mail: ---^--------------------------------------- i Total Area of All ! Total Area of Land Clearng a o_� --^-----------------------^- --- Project Parcels: QQ andfor Ground Dislurbanee: Project Duration: Start End I (Anticipated) ? / Date:O 3 Dale: 0 _-- ^------------ ----.._- — /, (NoneerdCelen�r t T --._-----.-----__----- _-- I Will this Project Dtsturbe five(�or More Acres et rr--��tl --------------------.------_.--_--_--_-_--___^ Any OneTime During the Proposed Development 7 O N -----------_._----------------------- `. VYES:Please Answerthe Followingt - ----------------------------------------------- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? 0 No b. Does the SWPPP Indicate How Frequently the Site Q Q List the NAMES or description of all Potentially Impacted Water69dias andfor Wetlands: j Inspections will Occur and for What Period of Time 7 Yes No . l ------------ i'a DaestheSWPPPAdequatelyldenti(yAllTemporary Q � -"'----'"-""------------------^---•-•--- and/or Permanent Soil Stabaiizatlon Measures 7 Yes No ---------`----"-------------- _ -----_..._.__._____ d. Does the SWPPP Adequately Identify aComplete Project Phasing Plan? Yes No e. Does the SWPPP Indicate Additional Site Specific ] Suius of Impacted Water":(og.TMDL,3e3(d)Llsted,ImpainM_) Practices that Nil be Utilized to Protect Water Quality 7 � �No f. Has the Applicant Submitted a Completed DEC Notice ------ '--"--�-------- -- _.____. Of Intent and SWPPP Acceptance Form for Review Type of Impacted Waterbody.(eg.Lake,Creek,Bey,Pond,Sound,Fresh-alerwetland_) i by the Town of Southold 7 Yes No j STATE OF NF.W YORK, s G ary u ic, tate of New York COUN'1'YOF... C. Q�..r' ....SS No.01BU6185050 ... .... Z Qualified in Suffolk County h� r I That I,. ........ Arl.F((. ......... b mg drily swum,deposes and says that�i % ig31� 11ttLt01GHp�mt^t ..(Na of lndM&ml signing Doanneenl And that he,/she is the ................................... ��. ........�...... ... ..: ......................................................... _._.. Owner and/or representative of the 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 herewith. Sworn to before {{me this; .........._�.�P`r!.1.................day of20-8 Notary Public: ... (Signature of ) j SWPPP Assessment FORM: 03-12 I o���sa�rTyo ti �o 'I�wwtiltati 41�ri Tdwbwr man 7as-mg P.O.Bor 1179 Southold,NY 114171-0959 BUILDING DEPARTMENT TO" OF SOXYMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � �C � Date-. Z Company Name: 4, c [Address: ense Na..om No: 31-7 3 ro � 6 3 JOBSITE INFORMATION: (''indicates required information) "Name: •Address: "Cross Stmet � "Phone No.: /-73 -✓-2,7D P~No.: L3 Tax Map ow i;ct: 1000 Section: Block: Lot: P., Q� *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Phase Circle All That Apply) "is yob seedy for k pedtiGM. ES RO Vint *Do you need a Temp Cert"te: YES Temp Information (it noet�d� *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other `New Service: Re-connect Underground Number of Meters Change of Service Overhead Acic!Monal Infom mom PAYMENT OM W iTii� tit�A3tifltrt 1- r 82-Request for fnq)wWn Farm -kRCHITECT 4?MARK SCHWARTZ &ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 wNvw.mksarchitcct.corn March 4,2013 Southold Town Building Department P.O.Box 1179 54375 Main Road Southold,New York 11971 Attn:Mr. Damon Rallis Re: Moylan House 1075 Harbor Lane Cutchogue,New York SCTM#1000-97-06-12.2 To Whom this may concern, The construction for this project will take place beyond the 100' dimension from the landward edge of vegetated wetlands line as shown on Holzman survey dated 12.24.12. Please call this office if you have questions or require additional information. Sincerely, ON Mark ��oo.oEe�No�o AOV\� Q AIA Member Atnei-ican Institute of Architecture pF SO(/l�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G � Southold,NY 11971-0959 �oum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 16, 2013 Timothy & Mary Moylan 3090 Equestrian Dr Boca Raton, FL 33434 Re: 1075 Harbor Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) V/Electrical Underwriters Certificate. (contact your electrician) *Need Electrical Final Inspection A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37305 — Outdoor Shower *pF SO�lyolo Town Hall Annex Telephone(631)7654802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 COUNTY, June 18, 2013 BUILDING DEPARTMENT TOWN OF SOUTHOLD Timothy & Mary Moylan 3090 Equestrian Dr Boca Raton, FL 33434 Re: 1075 Harbor Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: "NOTE: Please submit pictures of the insulation as requested by the- building inspector. c / E(2 � Application for Certificate of Occupanc . Enclosed -13 Electrical Underwriters Certificate. (contact y ur=e1ectrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: -3-7990 —Alterations 3-2R-3 � S'2.9 1E5 1 , t3\oR �. TEtz.d ot+ T CpT ..i t , t.s T E Tax U /o odrj /E-q. oC'VEcaETOtCo - TlO4t WET`A.NO L\NE GLG,Gq•lu`�:ZS o- IQI tQ i t4_.b-' =� I e 1.E _ LU V- 2o.Ijl C•d+e.0 �_evl �.•F�IUO -Z, I I W • - - '1'1 .5'� F. cFa �� �o.9•odT. �6 \ - ePgP:Q-EI-iT 1 Q. R. `� aa•5.10 '1 � t.�- �I��.IE IiuO EO�14TE.2 /. I. II IIJ GCE op ,i h /" . ., OU/ I-I-e-t3-31-11. I`�� l4.lr 31.11.tgN , �\ �• 1�-bEq ��` •�. V -TA1 L-a-T I-1. 4 i �l- �...y��.l n�cpa 1 'i.•t. `i ao•;Fk STEPS �\ `csnassTAx LoT 1Z.1 / u cl _ 1^ m .�C I o• ; ( � _ \ to c �� 1. N ' 6aPSg 9 AP m 1 1�• t�Z'oJZL'+RAS `�\ - v..o�l� ` 1 r uM -Lo• 1 _J 6 � eErl-.z�eLL-.Iw�E oG So' 72 �31 I�9� �.�.,ae 9'� r o; I •4. �L �-�- -� r/ l 11 d , Prae-. �4 , �♦ �` `TlE Lf/-ICJ ALoL3 L� Q -{.111�50'ee••E 45o.oq _ - lSL4. / / �� ` Po LEA` ` ♦OROII:a PR`(I�HIG�41 WATER( I ..1 O� c1�1 o 0 lb C.QAV E - /•—/�-1�—.��r FG DLI� c.:S M 0.0 r .\1.9•wa � �\ MAQ.K CJEEO ��y. W s IJ So 00• E� _- s�o�.�• 3aa.30 -__ •se 6;-~ -- \ ` I\ I J G" Fyl I L c CD 4140-oa pV' " PcLopeSEO v Roec ooQ�.nE Ca- Z . Lip--r fr lbw ptRST A✓IERlGPL1 T\TLC ILLSGs{RAMIG7= C.o.G'7r- Ll•Y• A6S'CR•AC--T SeSLQ C-e A II'IG. <Z-'Z.Q-�Z; �OOL \NCo L�OOEO PER DEC co�.,.I NtENTS PAT CLt C.I w> tvt o-(l 'rt kA T 61 M C>--e -� t--t-t S o E G �o : -4"►S B-C:i,4. o0 Co 0► NOTES yB. ii0yn S U R V E i A� 1) SAME AS DIST: l o0 o SECT: 4-I BLK. -- LOT: t2.'L ON SUFFOLK COUNTY TAX MAP. vI• CISTCZ�t_T: loC1O SEG�TIOI_►_ �-� 6l_ocLc: (Ze L oT %-L.-L 2) THE EXISTENCE OF ANY RIGHT OF WAY, AND/OR, EASEMENT II r' T� ...,I;. S���OL� COu�?Y TAX MAP OF RECORD, IF ANY, NOT SHOWN NOT GUARANTEED. ��- ,••t� /� , / C u TG!-,!C�C�CJ� L-12532 lc. 3l9 y, it, 4, C�A'1 L1 M r,-t v v o \412q �?,� �'! TO�r1ML o�F• SoLIT1-1aL.p �Se1FFoL.k. Goe_ShdT`f , t.1E�Ll �oRK s-3l-k-L: uPos►TE Ik F►oC c.o11'TOLIQS P..1oCG �s (a""-e NOW�"J'T Q•L1C-TJt�ES am44I u PCLepesUv V 1-I NES Sµo�l—) 4 9 1 7 _ © BY R O B E R T B: H O LZ M A 1�l L.S. 2011 �; 'COPIES Of THIS SURVEY MAP OT BUNATMORIZEDALTERATION3 RA DEARING THE LAND SURVEYOR 0 NRED REAL SMALLITIONSTOTM15BURVEYISAVIOLATION OF I NOT BE CONSIDERED TOON 7209 OF THE RBE A VALID TRLIEK STATE TCOPYAW �� LICENSED LAND SURVEYOR, N.Y.S. L I C. # 49176 'CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON THEIR BEHALF TO - THE TITLE COMPANY,OOVERNMENTAL AGENCY AND LEADING INSTITUTION LISTED HEREON,CERTIFICATIONS ARE NOT TRANSFERABLE TO 1029 W I L L I A M F L OY D PARKWAY, SUITE 3, SHIRLEY, NY 11967 _ ADDITIONAL INSTITUTIONS FROMRT SUBSEQUENT OWNERS. ,� � PHONE #: 631-281-0162 FAX #: 631-281-0292 'THE OFFSETS FROM PROPERTY LINES SHOWN HEREON ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCER,RETAINING WALLS,POOLS, BUILDINGS.ADDITIONS,AND OR OTHER CONSTRUCTION. COVENANTS AND RESTRICTIONS,IF ANY,NOT INDICATED OR SHOWN UNLESS REQUESTED IN WRITING BY CLIENTS OR THEIR REPRESENTATIVE PRI OR TO SURVEY BEING DONE. DATE : t]I..►vL.IST Ile,loll SCALE: I"= So, FILE : I000 -q�- Co- t2.1 ®COPYRIGHT BY ROBERT B.HOLZMAN LAND SURVEYOR,AS PER ORIGINAL DATE SHOWN ON SURVEY, OFFIC6- REVISIONS: RETAIN STORM CHAPTER 2�36FF PURSUANT TO Or THE TOWN CODE. APPi 1. V E D Ph,S i°!0 T E D DATE � B.P.#Z-7 ; FEE�6i BY: NOTIFY BIUILDI��G DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE � FOLLOWING INSPECT IONS: n pC � 1. FOUNDATION - TVVO REQUIRED '� l FOR POURED CONCRETE ,�. OCCUPANT( 2. COUGH - FRAMIf';G & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETIE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER'CERTIFICATION H D Q ON LEAD CONTENT BEFORE Q CERTIFICATiE OF OCCUPANCY w SOLDER USED IN WATER z w SUPPL Y S'YSTEM CANNOT EXCEED 2110 OF i%LEAD. O o w Q w LU ALL LU I BINBG WASTE W � &WATER LINES NEED �, g TESTING REBORE COVERING �' a 'N4 Li �® rl� ® MOME3 . © © © H r] [Arlmumm mmimri ® ®®® ® w FRONT ELEVATION SCALE: 1/4" = 1' O o � 4 � o x xH O oU Da 0 N G�J O p v (f j +' X O M1:3 N-=9 L-1 li i MOM MKOM ♦♦ ♦ M M E3 rI� 1ALA FE3 E:3L=im EXISTING FRONT ELEVATION W SCALE: 1/4" = 1' o N E� j ,5A 1r A DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: June 26,2012 SHEET NUMBER: PAINTER TO PRIPME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMIMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 MANUFACTUREFR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCK►NG AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 211 04 ® ® ® H ~J a W W H W RIGHT ELEVATION SCALE: 1/4" = V cn 4) a � OO+ o v N � i oy c7 "t O 10 all to w V 40 U � NO cn � W C, tn EXISTING RIGHT ELEVATION tn ° SCALE: 1/4" = V N rx d T � V lam)` cn Pm r o? •.ter.. i. , ;, DRAWN: MH/MS >. ., k SCALE: 1/4"=1'-0'- a.1 tt JOB#: f}q,: June 26,2012 SHEET NUMBER: s PAINTER TO PRUME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMAMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUREFR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: F,Y�sTi Nc R OO ����5 FR�FrFRs Q-P O� O (2)1-3/016 ML HEADER �+�5 2k8 oF,y�RR 12 J6"OC 4 2X8 DF#2 CJ 16"OC EXISTING CEILING 1 t__=- �- ---- -_ INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK I� _=, AT WALLS AND CEILING WHERE APPLICABLE 0 2X4 DF#2 STUD WALL @ 16"OC a 1 3/4"SUBFLOOR I — - _ — V 1 O ., EXISTING CONC.SLAB `;� _ _ ______________ EX.CONC.WALL D, F(�_I Z �' ,�� �• • ,\ ,n •� AND FOOTING 111 E'-a a SECTION A-A w d •\• :\�`�`�� III SCALE: 1/4" = V EX. BEDROOM No. 2 ��j_---- EX. LIVING ROOM ;:,:•,: ,, - - a O EX. BEDROOM No. 1 I III d III III (•--`_ ` � � "�,� / �� III (2)1.3/4X18 ML BEAM[ALT.: (3)9_1/2 ML w/T2)5/8"STEEL PLATE OR_WlOX221___ 3-1/2Xv8' f ; COLUMNUB EL EX. COVERED PORCH III , 1 3-1/2X1/8"-'---------- ----------- _..._.._.... -. _•I� ul I 1 ITUBE STEEL ICOLUMN W II ff ' I I I j w _j HANGER nl ' ' LT � - _� ' oID @16 OC CIS V. -- 7 '11 --. _ ----- EX.CEILING 1 ........I-� c III .__.._— Iq _._....._....... EX. MASTER BEDROOM ^ 111 T EXIST. EXIST. III M. BATH BATH No. 1 � 15) EX. EN Y EX. FAMILY ROOM 11' 111 s FWG6068R nl 1 (2)2X8#2 DF HEADER I ' .(2�2X8#2 DF HEADER A 1 I ,r1 ,rl REPAIR CEILING,REPLACE STRUCTURAL PARTIAL SECTION� '� •� ' MATERIAL AS REQUIRED(TYPICAL) f 1 f o - - SCALE: 1/4" = V-0" N I cu 0 c0 mod NING RO M � � o - m o1 .. EX. KITCHEN v EXISTING BASEMENT w c m _� tu tu E 0 - o Q1 � L __ LYi bA r-4 —' U --------- - - ----------------- -------- 19"AFFTO e rn U cr"+-, v (2)2X8#2 DF HEADER WDW.SILL vt - _ _ _ N N v 4'-0" l : : —"i1t11111t>" 'O W N i LEDGER BOARD TO BE FASTENDED W =o PANTRY d TO WALL WITH TIMBERLOK® SELF-COUNTERSINKING SCREWS A M A 1 i ; (2 SCREWS @ 16"O.C.) 3X3X1/4 TUBE STEEL o o W COLUMN TO HEADER " •� Q O " U OC v � t X ,v 1 -' INSTALL 2X4 ACQ SILL PLATE O x N N I cp S OVER EXISTING CONC.SLAB. PARTITION WALL TO BE _ , to BUILT UP FROM PLATE UP cc 1 d 4'-101/2ff f— ff TO CEILING(SEE SECTION) I (2)2X6 HDR. i 1 FLOOR PLAN - _ _ _ N 3'0" 1 ' ' 1 1 1, O„ ------------------ EX. GARAGE co o cv s 1' 0" 7'-11/2" x 1 V Ln r ' ; N Q L() \ 8f 11/2ff to 10 NEW GYPSUM WALLS AND CEILING TO 3 -10/2 rn 11 4 1 V2 11/4 EXISTING GARAGE BE 5/8"TYPE-X FIRE RATED SHEETROCK WALL LEGEND 3'_0" I� (2)2X4 POST 7'—6" LAV. W'C' 13" L---------------, WALL TO BE REMOVED W.M. F.A.I. •--------------------------- ------------------------ , EXISTING WALL 1 I 1 W I m I 45 MINUTE FIRE RATED BOOR 1 1/4 3 1 1/2 1 H , SELF-CLOSING HINGES,STEEL JAMB I C.O. -` 6`.,1. ) NEW WALL J s 1 I 1 LLII r NOTE: 1 1 1 :E 11 '00t � , DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL , , 1 4 DRAWN: MH/MS (INT.:2X4=4-1/2"„2X6= 6 1/2",EX7.:2X4= 4",2X6 = 6"] x TOAPROVED SCALE: 1/4"=V-0" 1 I� SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.1, SEPTIC SYSTEM DIMENSIONS OF NEW WALLS ARE FROM STUDS , , , , i ,g. :' 'z I 1 1 m l TRAP HOUSE � a�-.*`'^ c �' JOB$�: [EXT./INT.:2X4 = 3.1/2",2X6=5-1/2"1 ' ' ' c I: FOUNDATION PLAN +� ,�j June 28,2012 1. PLUMBING SCHEMATIC (3)2X4 POSTI : REPLACE EX.HEADER w/(2)11.7/S ML ': (3)2X4 POST v � SHEET NUMBER: SCALE: 1/4" = V f—(REPLACE WALL SECTION)—► ' `�nI.T.S. PAINTER TO PRIMIE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMA"ENC►NG WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'.'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOIR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 4. T" 2-XI I � 1 I ( I 1 ® � I � I) ( I 1 ® ' / / / i , /' r• / %/ / / ' // i / i i / r' ; ,/ / r=I 410 STAINLESS STEEL OR GALVANIZED RS(D 12'D.C. WOOD SCREWS W/ - ---1z WASHERS ASH I on 12"Ot. 12" EX ISTING, I { I �1 �l ' I I f I I I I I I I / ' / i% i i / / i '� / I,r' / % / :rl / �' /1/2'AP RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7116"C.S.A.) In"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIV]VIE:7/16"O.S.B.) 7Z ;171 - -------I,/ -- - z, /7 #10 STAINLESS STEEL OR GALVANIZED W 0 SCREWS W/ WASHERS 0 12'O.C, WINDOW SILL ( 1 i I TYPICAL WINDOW OPENING (LESS THAN 4'-OXV-0"OPENING) i I I I �✓' ,/ i' ,i / / I _ ./', / ;k , ,:' ;'J ;. %' ,/ i/ /' //I I / ,r ,;' / 1 I h-_ \ TYPICAL DOOR OPENING ----- --------- (LESS THAN 4'-0XV4-OPENING) u 24"OC 4' I I '', r/ /` / ' %' I /' I�'` ii 1 ./ EXISTING' 4 8 u u zII - - - -II ---- ------- 7/- n) --- ------ (2)2X8 DF#2 I ," 1 l l i ( y l 1 I J I , 11 ' 3/4'APA PLYWOOD SHEATHING TF \0 2X4 DF#2 STUDS EXISTING SECTION OF ROOF Ail, STORM WATER MANAGEMENT DETAILS TO BE REMOVED AND REPLACED On #10 STAINLESS STEEL OR GALVANIZED I N.T.S. WOOD SCREWS W/ ASHERS Qb 12'0.C, ,EXISTING • Ll flS woo LLr_ffi_S DOW/NSPOUTS DRAIN PIPE MULTIPLEGUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF R(OOFAREA ROOF AREA DRAIN PIPE 2. ZX4 OF 2 STUDS CONNECTED 1/8'SLOPE GPM 114"SLOPE GPM - ------/. (INCH) 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 0 WITH STAINLESS STEEL 7 -- ---- - TOGETHER CIO OR GALVANIZED BOLTS W1 WASHERS 3 340 480 2 1088 46 3 1644 69 2320 96 �/i L, AND NUTS @ 2`12"O.C. TYPICAL MULTIPLE OPENING 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 5 1250 1760 3 3220 134 5 6680 2713 9440 392 (MORE THAN 4'-OX8'-O"OPENING) 6 1920 2720 4 1 6920 2 10700 444 15100 628 1 2 X R R R a I U WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL F_ AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) u WINDSIORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER,GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDE[). (REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONnRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE,ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PAINELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ROOF AREA: 442 SQ. FT. -STANDARD 5" 12 OGEE GUTTER EXISTING/ NOTES: /I AT 100% WATER RUNOFF: 74 CU. FT. 4 REScheck Software Version 4.4.Z 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPEERLY PREPARED, x Compliance Certificate Cq w 2).PREPARATION: 5 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. DIA. X 2' DEEP DRYWELL ------- 4 C; 0 B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUPFACTURE FOR PROVIDE (X) 8 00 tc� (D u ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PRIOJECT CONDITIONS, C PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WVITH DISSIMILAR (OR EQUAL CAPACITY) t1r) METALS WITH PROTECTIVE BACKING PAINT. 10 C;, con 2 ETPW Code. 2010 Ww Ywk FheMy ConsmaCon 3.INSTALLATION: DRYWELLS CAPACITY: 84 CU. FT. Suffc&County.New York Locaitfl: 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40V OF RUN. Construcifion Code A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRkAVANGS. OQC� lkn`Typel Si le IF 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS, L0 (D 00 Pyqed Type: I ltiaWAI a).COPPER/LEAD:FLASH AND SOLDER GUTTERS To DOWNSPOUTS AND HeMV De7et Dom; 5750 ACCESSORIES. to u a1rM3t1A ZWP-- 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JODINT CONNECTORS. GENERAL: DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATEED.SEAL DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A zu C Owne0geft DeSvwCv*3M-or CONNECTION WATERTIGHT. SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL E (U constmcgoftz Wal-V"artZ,ArMb?d 3).CONNECT u) U moy1m ttcl=r: FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE P.1a em SIM 4).PROTECTION: SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. M cuutogue.MY I tws A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION x B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTrANTIAL WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL C14 COMPLETION. Ybrfirle.net SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OP.BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY ----------------7777� DISTRIBUTE F INFILTRATION OVER SUBGRADE SOILS. A:d1.0%8911IN Then C069 Mzi!�VA:25 YCUr UA:24 RUNOFF z T'4w-A Dew I*wsw"INAI1 C4.1111 Ki"m4mb bt*ab"'M wftAo"*,A ho*m w WOW 6*."&"Aw�*,uv* CONSTRUCTION: R 0M,1?OT*"A$**A OeA"00*tKwko do a,eke ovlvkw*W FOR[)BY WELLS.PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOP,THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS t 4 t :4­1 FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION f1cor 1:AI"VurA Aftt7na&Ovaer Umwc MIned Sp" 74 39.1) 113,10 2 AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE Ceflrlp 1:Flat Cer4V or SMVT TRM 74 21.0 0.0 a LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD ROOF PLAN u BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. 0 Wal 1:Wwd FrarrIe,i6'0.c, 194 13.0 0.0 Is TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, co "�Vmw V WOW Fyww.Come P3r-e Ilk"LSE '13 (Lwa 4 DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SCALE: 1/4" = V SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS CompIllance S&Ipwnt 11we pmposed tdWV deggn des Fed twe MWO-Nt W"m the tdINng pl�ars.sped'haltom,and DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON Orr THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT ICI mcw;ffws;,rj,�v%fth the peffret appounn.Tne pm;wed mmg Im Deem desVrello nw-1 tr*2010 Now YM EfteergyCvwva'"w AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY. Cotstuilbri,Code feqwreemerls�h AA3 aW to comply wtth tfte mandaFay rewlreffloerdsWmd In the RE-ScheM krSPe USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. F-4 UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY LAG SCREWS WITH WASHERS AT EACH RAFTER. Naqv-Tbe Date AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. 3).APPLY 5/9"THICK FIR CDX SHEATHING OVER ROOF FRAME. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA 15 u STABILIZED DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE cn INSTALLED DURING ALL PHASES or CONSTRUCTION TO DIVERT ALL RUNOFF AND 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT DIRECTLY TO THE DECK ALONG EAVES. BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA Is COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. 4:12 OR LESS Roor PITCH USE ICE&WATER BARRIER UNDERLAYMENT. DRY WELLS TO BE l(O' MIN. PRETREATMENT: AWAY FROM HOUSE AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF WITH ROOF AND SIDE WALLS (TYPICAL). RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND 00 0 ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. 'a THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODHI SHEATHING CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE THAT CAN ENTER THE DRY WELL. .4 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. DRAWN: MH MS 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. A SCALE: 1/4"=V-0" USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT 44 LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. JOB#: USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT ai June 26,2012 Prqed 710c RepM d3te:D515?12 'Data 1tMmw urtbed" Pa;p-I vr I CUTTING INTO SHINGLE SURFACE. 4e 1 SHEET NUMBER: A 4 71 (1 1 PAINTER TO PRINAE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMIMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTUREIR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFA�C TURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS N, ° ENDWALL RAFTER WALL STUD CRIPPLE STUD p ° BOTTOM PLATE p RIDGE ° HEADER ; LEDGER � BATHTUB / DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ,ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPL'.Y OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING C24"OC WALL STUD 7 / THROUGH-ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR O METAL STRAP W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ~ RIM BOARD CHIMNEY AS REQUIRED Z RAFTER SILL PLATE(S) ` WALL SHEATHING RAFTERS MAINTAIN U ' VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING �{•� FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Z STAPPIfNG TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN) GAP ATTIC SHALL BE PROVIDED WITH A U ANC ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. tCONTIN. SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. � LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY " " " CONNECT TO ON ALL OPENINGS / ,��„ ACTION 4 - 6 RAFTER RT10 10-3/4 x 18ga. TYYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12' RAFTER RT20 21-1/8" x 20gC. TYYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL jp ROOFING LAPS B ASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT h0 a � W WOOD JOIST op � x TOP PLATE GIRDER/1-1EADER H SIDE WALL FLASHING WOOD JOIST Q b U 1ST. FLOOR WALL ;STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE ABLE,TO ALLOW FOR SHRINKAGE/& REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR' CONNECT OVER OF ROOF PLATES TO EACH STUD 0 DBL. SILL PLATE TERMITE SHIELD I r" SUBFLOOR N v SILL GASKET WOOD JOISTS c•) cri 0 SLAB CONC. ` NEOPRENE .,� ; o M ;: TYP. CONC. FOUNDA-TION AGASKET . � � 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY V:l BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL < O r•••� `� o � V STEEL COLUMN ' 1/2 " DIA. BOLTS 0 48" O.C. STAG. w �' 'C a: Ln 00 DID. ' ♦ CONC. ° C ° 4 _' D �. ° ` v ROOF JACK // I I '`N� ,��`` �� �� STEEL BEAM o 4 o SLAB � • y COMPACT FILL ar ° �'a �` 4" x 1/4" x 8" STEEL `� .2 -� I TOP AND BOTTOM PLATE UCN m _ ROOFING LAPS "'•• KEYWAY FOOTING D V A ° d ° ` FLASHING AT WITH 1/2" x 6" ANCHOR BOLT 00 �° ca r, ° n CONC. FTG. 'p Q'p G o SIDES AND TOP `� N 4 ANCHOR BOLT CONNECTION US;E WITH 3x3 SQUARE WASHERS 1/2" GROUT • O A „ (USP LB PS58 OR B P583) � W t4 REINFORCING BAR 3" STEEL COLUMN DRAIN TILE V . ANCHOR BOLT CONNECTION FCUNDATIION 5/8" DIA. ANCHOR BOLT I I SUPPORTING MAXIMUM SPACING FLASHING LAPS _ ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIIES 36" OC W STEEL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24"x12" CONC, FTG. CRAWL SPACE OR FOUNDATION BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC O SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL Ln SUB FLOOR CONC. SLAB DOOR FRAME COMPACT FILL , GARAGE I I JOISTN„i DOOR I I USE 2X8 STEEL BEAM d FOR BLOCKOUT •; ,, 4" SLAB W/ 6X6 WMM \ SLOPE P.T. PLATE 4"DRIVEWAY —�. NOTCH JOIST AND ADJUST HEIGHT u • 1/2" AIR ZACE ` I < °/ � 1 �" ,� "- . (WITH A NAILING PLATE IF NEEDED) � . _ - �_=_ __ AT END AND D �` •� o ° n ° :4 °° , ° TO BE APROX. 1/2" OR HIGHER THAN s ES OF WOOD ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE n �" ""�'" << ""� • • * �� BEAMS _ ° ° a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) • 'Q ,�.G�'[1 �" I'� 6X6 W.W.M. ..e -Q- s - C �e Q �,� ° 'o ° o12" ° Q MIN. ° ,n�D .o °D �'� �'� �'� • �t,,�NOTCH BEAM FOR MUDSILLL IF REQUIRED -- MAXIMUM --I a n I I IIITm— SUB FLOOR st r REINFORCING BAR - ° NOTCH EQUALS 1/4 DEPITH OF BEAM ^ o° II I �1 4' REINFORCING BAR o ° I i ° 4°.°'D °o JOIST DRAIN TILE I + a �) ° s • SHEET METAL / 30# FELIT UNDER BEAM AT POINT I n ° ° STEEL BEAM 12 OF CONTACT WITH CONCIRETE OR CONC. BLOCK il—iii_Ili_iTi_I I_lil_ I ` AVA, o•e 3" PLATE (BOLTED TO BE TYPICAL CONC. MONOLITHIIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �° SHIMS TO LEVEL BEAM "�� •� A = REINFORCE FOOTING WITH 2 4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE b00R BLOCKOUT • DRAWN: MH/MS SCALE: NTS BEAM POCKET � ;�{ 1' )4 JOB#: June 26,2012 ' Y SHEET NUMBER: PAINTER TO PRINAE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMIMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: N Al Ll N G SCHEDULE ° NYS CODE: 2010 EDITION C) L N E R A2' L 'IN' OT E S WIND FRAMING NOTES PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ® 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES CON S;TRUCTI ON NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL.: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this; set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL.: 4-8d COMMON JOIST TOE-NAIL for generally accepted good btuilding 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WIFCM - SBC LAP NAIL sound and a weatherproof comipleted product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WIFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 TO RAFTER WIFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 . 83d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 15d COMMON END NAIL ( ) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 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: STAIRS 40 responsibility for construction ccoordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) V 1 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W p p p p g P anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION FOOT SEE NOTE: 1 O O 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMONEA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE t EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 0 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: 7). The General Contractor is t(o 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 116d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS such as bookcases, shelving, parntry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL rn in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O 8). Wind load requirements shrall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U FOUIN DATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undis1turbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 4 - 8dCOMMON - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER 20 LBS. 120 B SEVERE 3 FT.TOE TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls beiing attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18"' longat 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES Pp P Y 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all[ slabs on grade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 4� P g g' BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minirrlum 3-1/2 inch thiclk. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL O along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 ,..a 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMONJOIST NAIL 04 W 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES O L7 JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: 3 - 8d COMMON 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL CC3 x THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END x H the below grade portion of ext:erior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, U Q e U 8). Drainage as required by currrent N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� �� g ROOF SHEATHING l ICI 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<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 Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construcction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd 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). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH ll N(j* SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and wafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL. NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N otherwise. JOINT DESCRIPTION �,, E Led Ledger to be fastened to buildin with 1/2 dia. bolts with washers and nuts QTY.. SPACING SEE NOTES: 1, 3 BOTH FIELDS �., o g g 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. ( ) o. y where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o 4). Unless otherwise noted , all[ bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD Sd COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 a' ° x Bearing wall headers to have ((2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. C) � X o openings. LVL headers to havice (3) jack studs and (2) full length studs on each side of WALL SHEATHING: w openings. Bearin wall windo\Av sills shall also have 2 window sill plates for 2x4 wall NOTES 2i g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored �, � : I~ openings between 4'1 and 6'0 .and 2x6 wall openings between 5'll and 8'9. Provide fire NAIL. NAIL o 0,4 � to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. cA and blocking,where applicable. QTY.. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to Ibe installed with heavy duty galvinized hangers and PANELS 8d COM1M0 WFCM - SBC be used. g q rn v PP connecting PLUMBING NOTES X anchors where applicable to alll connectin joists. „ 7/16 OSB 3 O.C. EDGE 6d COMtMO N 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub.. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. 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 5d COOILERS 10" O.0 . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless ottherwise noted (typical). FLOOR SHEATHING: NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY H 8). Dormers running up roof raafters are to be supported by double rafters on either side p q g P P fY QTY. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES V OR LESS 8d COrMMO 12" O.C. FIELD O 9). Provide blocking bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 518"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. U) under all bearing walls. 1 . Mechanical subcontractor is responsible onsible for adhearin to all a licable codes and safes N OTE'S 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. d P g pp Y 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ►� 10). Provide insulation baffles .at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE: REFERRED TO IF H needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are basecd on wall sheathing CDX exterior sheathing grade 1plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-conceaFIREBled draft o REQUIRED 3}. HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted Live 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. ►�+ hear capacities, nailing re irem�ents for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed E LECTRI CAL NOTES: members shall be doubled, or altternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacturre's instructions. such as shear plates, shall be used I to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to havfe 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. 2 When wall sheathingi ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. ). Wh s continiuous over connected members,the tabulated number o)f nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. drop ceilings and cove ceilings. 3 throughout as required b g q Y Install Smoke detectors and Carbon Monoxide detectors throw re current to be reduced to - 16d nail per f000t. CTr%Ap,.,� c 14). All roof'with a itch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces '' - , ) p under stairs shall comply with current N.Y.S.Residential Code. �� ,,, t��;;� -;•�'#, approved equal. Flat roofs shatll be applied with a Fiberglas base sheet with an EPDM ``a . 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of t ,f '', .h , «� ?I torch down type material over. flame and products of combustion. E DRAWN: MH I Ms ��. ,,�,.;,, SCALE: NTS 16). All sill plates and wood im contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. r ,s4u JOB#: ' w be installed with a foam sill gaiskefi and cop-r-tex termite shield or approved equal. June 26,2012_ ��`i� �. SHEET NUMBER: PAINTER TO PRINAE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMIMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6 MANUFACTUREM'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. �I�ll, N � Y ��T t t `TJw.,� .� • 3- x �, ., w� �, � . �"� y+�, � t.. ,a � ,a �} r -vp1� y� p 7 Z ��ry '��l'� i I e y �i �_ A i .' �. � ��� { ._ � � :�� Ixl m >I �� der � �: - r � .+ � �` �� �' 3 - ,€,.". tl ��',sf �� �` � r ��! li 1 ,7 +' r �, i; ,� r ; : �. j > �� ,5 � � � � !2 �. x .ir:.MM� III l A _ n ... i n.. � �$I � V �' � y 4;: l �' I 11=' �, ,� }� � �� � �;` g... .�,iti a,. 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