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HomeMy WebLinkAbout37078-Z �O�SUFFO Town of Southold Annex 9/13/2012 P.O.Box 1179 Zj ca 54375 Main Road Southold,New York 11971 CERTIFICATE OF.00CUPANCY No: 35946 Date: 9/13/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3245 Camp Mineola Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 123.-6-12.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/9/2012 pursuant to which Building Permit No. 37078 dated 3/21/2012 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& alterations to an existing single family dwelling as applied for. The certificate is issued to Browne,Mona Boyd (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37078 8/30/12 PLUMBERS CERTIFICATION DATED 8/24/12 Hi-T ch Plumbing&Heating Aut ed S' ature TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE co oy . o� 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 #: 37078 Date: 3/21/2012 Permission is hereby granted to: Browne,Mona Boyd 130 E 86 St NY, NY To: construct addition & alterations to an existing single family dwelling as applied for At premises located at: 3245 Camp Mineola Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-6-12.2 Pursuant to application dated 3/9/2012 and approved by the Building Inspector. To expire on 9/20/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $708.00 CO -ADDITION TO DWELLING $50.00 Total: $758.00 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: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April%1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets;building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50-00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Pro e 3245 Came "4ineola Road, Mattituck, NY 11952 P rty: House No. Street Hamlet Owner or Owners of Property: Mona Boyd Browne Suffolk County Tax Map No 1000, Section 12' Block 6 Lot 12 . 2 Subdivision Filed Map. Lot: Permit No. 3-1 0 1 Date of Permit. ` 04 0` Applicant: James E . Fitzgerald, J r . , - gent Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ J�� � / Applicant S' attire SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 C**- rimer.richert(aD-town.southo Id.ny.us Southold,NY 11971-0959 �► • a0 COUNT`1,M ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mona Browne Address: 3245 Camp Meneola Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 37078 Section: 123 Block: 6 Lot: 12.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hubbard Electric License No: 4709-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat 1-gaE Duplec Recpt 22 Ceiling Fixtures. HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan Notes: Inspector Signature: Date: Aug 30 2012 81-Cert Electrical Compliance Form.xls ................................................................................................................................................................................................ FROM : SOUTHOLD TOWN PLANNING HOARD FAX NO. 631 765 3136 May. 18 2001 02:19PM P1 Town Hall,53095 Main Road C009 Fax(516)765-1823 P.O. Box 1179 ' Telephone(516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R' T I F I C A T I O N DATE: Building Permit No. -70�� Owners mb►\a, z oCxW�4 . (please print) Plumber: PT'TW4 ,Pf umb met (please print) I certify that the solder used in the crater supply system contains less than 2/10 of 1A lead. Tnlrbers g ature) Sworn to before me this cD -� day of � , rg. ��1Z Notary Public, �V��� County SUSAN J.SHAFFER Notary Public,State of New York No.4777162 Qualified in Suffolk County 7L� Commission Expires April 30,20,f� CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 www.rnksarchitcct.com June 19,2012 Southold Town Building Department P.O.Box 1179 Main Road Southold,New York 11971 Re: Additions and Alterations to: Browne House 3245 Camp Mineola Road Mattituck,New York Permit#37078 (SCTM#1000-123-06-12.2) To Whom This May Concern: I have been to the site and reviewed the as-built construction. The insulation and fire caulking have been installed in the second floor areas. I hereby certify,to the best of my knowledge,the fire caulking and insulation work has been completed and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly your, Ail y :1M Mark Schwartz n`.= D E "CE E 4� JUN 19 2012 AIA BLDG.DEPT. V{emhcr American Listih?(e of Architecture TOWN OF SOUTHOLD OF SO(/j�olo /7F4 cOUM`I,� TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C � 7/4" J DATE l INSPECTOR J - _ OF SO(/j�,olo TOWN OF SOUTHOLD BUILDING 11� U ING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORz C/ 7 OF SO(/ryo -- - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 N INSPECT [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �. DATE INSPECTOR SO(/T�OIo -37070r cOUPfiV,N TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. .. [ ] FOUNDATION 1 ST KROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I� DATE '�3 �/ INSPECTOR v/� OF SO(/r�o� `ycourm,���' 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 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .,,,,,, DATE �/ —INSPE CTOR 70 7F-Z� sooryo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH.PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ `] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR �pF SOUry hod ��o �DUHT'1,� TOWN OF SOUTHOLD BUILDING.DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH. PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) C[ ] ELECTRICAL (FINAL) ` REMARKS: J1Z'4Lr G /-7� �•,/' 1 DATE INSPECTOR Zlg---771- Of SOUTyolo cOUNi`4,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - ' . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 iUL - _ N [ ] FRAMING/STRAPPING [ IN L [ ] FIREPLACE A CHIMNEY [ ] FIRE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Cr c ti DATE INSPECTOR OF SO[/T�o� �lyc0UN1Y,N TOWN OF SOUITHOLD BUILDING DEPT. 765-1802 INSPECTIO .. [ ] FOUNDATION .1ST [ ] ROUG PLOG-. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTOR �� --- ti - J MR ! t e MI.-I, ® VA-WA-1 � FF FA A 1 eT r 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. " Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form DContact: Approved 3 a 20_(,y MAR - 7 2012 Mail to: Disapproved a/c BLDG.DEPT. Phone: Expiration 20_(3 TOWN SOUTHO Buil ing Inspector APPLICATION FOR BUILDING PERMIT Date 7 8/12 ,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 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, a tions and to admit authorized inspectors on premises and in building for necessary inspections PEE T PERMIT SE MC �C PoftOfHC�SO8 617 � (Signature of app is t or name,if a c oration) CuWhope,MY 11935-0617 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Ap.ent Name of owner of premises Mona Rovd Browne (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3245 (,amn rtineola Road, "attituck NY 11952 House Number Street Hamlet County Tax Map No. 1000 Section 123 Block 6 Lot 12 . 2 Subdivision Filed Map No. Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 4RT1 b. Intended use and occupancy �Fn 3. Nature of work(check which applicable):New Building Addition Alteration X . Repair Removal Demolition Other Work 4. Estimated Cost 10 , 0 0 0 Fee (Description) (To be paid on filing this application) 5. If dwelling, number otPawetrmg anits One Number of dwelling units on each floor One If garage, number of cars r)ne 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 6 0-9 Rear 6 0-9 Depth 3 2-0 Height 2 0-8 Number of Stories Dimensions of same structure with alterations or additions: Front .All the same Rear Depth Height Number of Stories 8, Dimensions of entire new construction: Front N/A Rear Depth Height Number of Stories 9. Size of lot: Front ISO , Rear 14 4 ' Depth 98 , 10.Date of Purchase 1/10/12 Name of Former Owner 11. Zone or use district in which premises are situated P-4 0 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13.Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO `Rona Browne 130 p 86th Street flew York 10028 14.Naft#es-cf(t wm=1Q6 prepisjes r Phone No. Name of Architect M a r k S c Hwa r t z Address (,u t c h o gu e phone No 7 3 4-418 5 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD.TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO Y *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 X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF James E . Fitzgerald , J r. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the . agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. 1 Sworn to before me this day of 20 1� A M-8944W Signature of A cant Not Public NOTARY PUBLIC,State of New York >m NO. 01 B06020932, Suffolk County Term Expires March 8,20� i Town of Southold z Erosion, Sedimentation & Storm-Water'Run-off ASSESSMENT FORM 1b PERTY CATION: S.GT.M •!1E T FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A "I STORM WATER.GRADING;DRAINAGE AND EROSION CONTROL PLAN "bistria SUMon moo' CERTIFIED BY A DESIGN PROFESSIONAL IN Tit1E STATE OF NEW YORi6 i i SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain Al Storm-Water Run-0ff (Include Total Area of all Parcels located within �� Generated by a Two(2')Inch Rainfall on Site? the Scope of Work for Proposed Construction) (s.F./acres) item will include all run-off created by site • i b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all — and/or Ground Disturbance for the proposed ._ ... Site Improvements and the permanent creation of construction activity? (S.F./A—) impervious surfaces.) PROVIDE BRIEF PROTECT DESCRI)ErtZON tPeerireAareal r, .a Nsrded) 2 Does the Site Plan and/or Survey Show AD Proposed Drainage Structures Indicating Size&Location?This I� Item shall include all Proposed Grade Changes and lace, cew) 1 KA"// - Slopes Controlling Surface Water Plow. 3 Does the Site Plan and/or Survey describe the erosion ele, and sediment control practices that will be used to control site erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. Will this Project I 4 j Require any Land Felting,Grading or Excavation where there is a change to the Natural 1 Existing Grade involving more than 200 Cubic Yards it of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities - / Encompassing an Area in Excess of Five Thousand El V (5.000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction ❑ — General DEC SWPPP Regutremants: or within One Hundred(1W)feet of a Wetland or Submisslon of a SWPPP Is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are pat of a larger common plan tratwill ultimately disturb one or more acres of land; µ�(�Fred Fifteen arat feet of Vertical Rise to including Coratnrction activities imrolving soil disturbances of less than one(1)sere where Ohre Hundred Fifteen of Horizontal Distance?the DEC has determined that a SPDES permit Is required for stone water discharges. (SWPPP 3 Shall meet the Minimum Requirements of the SPMM General Pemilt 8 Will Driveways,Parldng Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-M.) Surfaces be Sloped to Direct Stone Water Run-Off El 1.The SWPPP shall be prepared prior to the submittal of the NOL The NO]strati be into and/or in the direction of a Town dgM-ofAW submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where g Will this Project Require the Placement of Material. required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any a ' constructed to reduoe the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this pwmiL In addition,the SWPPP shall Area?Within Cm& th Town Rita.-o Mes ay ore ct Ddv Shoulder ) identify potential sources of pollution which may reasonably be expected to acted the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.AD SWPPPs that require the post construction storm water management practice in a Box and the construction elite diahrbenee is between$900 S.F.d,1 Acre in area, component shall be prepared by a qualified Design Professional licensed In NewYak a StormMater.Orating,Drainage&Erosion Control Plan re Required by tw Town of that Ls iehowiedgeable In the principles and practices of Storm Water Management Southold and Mest be Submitted for Review Prior to Issuando of Any Building Permit. ROM ACho*Made f 1)andlorArnwer fur eaMQuestionisFiMIrul for eCorpoeteApgimlkn) SrA17E OF NEW YOW (.,..` - COUN1'Y OF...5ta.........................S That I, �- �• ....`...k!l .� � T • •••••••• •- ( being duty sworn,deposes and says that he/she is the applicant for Permit, (Nameofinrfwiduala Dace Andthat he/she is the ........... nW..... ..............•• ................_.......................................... (Ourteer.Cciitiacteii:%lgerit,CoipaeRe olHOer�eoo'j. 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 knowl x1ge and belief,,and that the work v4ft be performed in the manner set forth in the application filed herewith. Sworn to before me this; .............9...... ....... ....da o .� ...........,2012— Notary Pu c: �.tw.............. .. .... y .. l„ q .. FORM - 06110 NOTARY PUBLIC,State of New York NO. 01 B06020932,Suffolk Count Term Expires March 8,20 T°9m_ Ail Telephone(631)765.1802 P.O S Box 17799 •_ roger 11ch 6 80U i0%nV us Southold,NY 11971-0959 BUHDING DEPARTAMiT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� Date: _ Company Name: _ E Name: License No.: _ Address: �v hone No.: JOBSITE INFORMATION: *Indicates required information) *Name: ®r-.a Co c) PIN *Adder: *Cross Street c� - 'Phone No.: Permit No.: Tax-Map District: 1000 Section: a 3 Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) {P(ease Circle All That Apply) #Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp CerNcate: YES! NO Temp information of needed) *Service Size: 1 Phase Whase 100 150 200 300 350 400 - Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WRH APPLICATION B24ReWest for lnspecuon Form (� CONSENT TO INSPECTION rg o n a B ov d Browne ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold, located at .3245 Camx) Mineola .!toad.., M.attituck; NY 11952 which is shown and designated on the Suffolk County Tax Map as District 1000, Section 12 3 ,Block 6 ,Lot 1-2 . 2 That the undersigned(has) (have)filed,or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Renovations ; ren:lace doors , windows ; add dormers ; etc . That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to-conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: _3/8/12 (Signs re) Mona Rovd Browne (Print Name) (Signature) (Print Name) 61V 11V117 , .1 Coastline Cesspool & Drain Service 4225 Bridge Lane Cutchogue, LI, NY 11935 (631-734-6SBS p � � � WE CERTIFICATION OF SEWAGE DISPOSAL SYS T EM MAR 1 4 2012 Suffolk Tax Map#: Dist: Sect(s) Blk(�S)i Lot(s) BLDG.DEPT. Project Name or Address: j�%� � '��/� ' TOWN Or SOUTHOLD Subdivision Name&Lot 1Z 14�� Customer Name: ..� �/����r✓�' I HEREBY CERTIFY THAT: 1. The first septic tank/leaching pool,from the foundation,was located&uncovered,AND 2. Tank/pool was Inspected for outlet line to an overflow pool,AND 3. Overflow pool(s)was/were located&uncovered. I also certify that the sanitary system consisted of: First tank/pool feet diameter feet deep(cast ( ) block ( )other�c First overflow pool feet diameter feet deep(recast ( )block ( )other Next overflow pool feet diameter feet deep( )precast ( )block ( )other Next overflow pool feet diameter feet deep( )precast ( )block ( )other Gallons of waste removed from ( )septic tank ( )leaching pool(s) signed : r Date: g �� William W. Park,President SCCA Lic. No. 134-W DEC No. 1A-600 Proper-T Permit Services P.O. Box617, CutchogueNY 11935 Phone: 631-734-5800 jefitzge@suffolk.Iib.ny.us Fax: 631-734-7463 MEMORANDUM DATE: 3/13/12 TO: Pat Conklin—Building Department FROM: Jim Fitzgerald SUBJECT: Mona Browne; 3245 Camp Mineola Road; SCTM#1000-123-6-12.2 The septic system certification,prepared by Coastline Cesspool&Drain Service and dated 12/1/11,is attached. r D�"p Proper-T Permit Services P.O. Box 617, Cutchogue NY 11935 Phone: 631-734-5800 jefitzge@suffolk.fib.ny.us Fax: 631-734-7463 MEMORANDUM DATE: 3/23/12 TO: Pat Conklin—Building Department FROM: Jim Fitzgerald SUBJECT: Building Permit#37078; Mona Browne,SCTM#1000-123-6-12.2 Attached are four stamped and signed copies of a detail to be included in the refer- enced permit,which was issued yesterday: "UPSET BEAM AT KITCHEN", dated 3/13/12,with the notation"Browne". Please provide me with one copy to be included with the material we have already re- ceived after it has been recorded by the Building Department. i E E MAR 2 3 2012 BLDG.DER TOWN OF SOUTHOLD Coastline Cesspool & Drain Service 4225 Bridge Lane Cutchogue, L1, NY 11935 (631-734-6585 O O �d 2 ` 1-5 _ � . oo 0 / SCCA Lic. 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JULY 1,1976 RAM�i:kNEaa N SURVEY OF PROPERTY (PRIVATE RIGHT OF WAY) ° ° SITUATE d . . °° . °. . .a° ..° a. . • - a.' MATTITUCK a S 89009'00" E EDGE OF PAMEMFNT 1 O O.O O a TOWN OF S O U T H O L D d a STONE ° .. COLUMN ° FIRE WELL FOUNCONC.D MON. t S U F F O L K COUNTY, NEW Y O R K 0 o FENCE ° PLASTIC FENCE FENCE z °'4's• 0.4'E. 0.4'S. 0.6'W. S.C. TAX No. 1 000- 123-06- 1 2.2 SCALE 1 "=20' JANUARY 6, 2012 W a� FEBRUARY 21 , 2012 REVISE PROPOSED POOL O Ay9 c� AREA = 14.516 sq. ft. 00 0.333 cc. 1 a. � V ¢ h' ° d' P CERTIFIED TO: °' °'e: ?4•a TANkFQQPC� FIDELITY NATIONAL TITLE INSURANCE COMPANY EXISTING SHED R b MONA BOYD BROWNE as TO 5E REMOVED ° .d� C � om PROPOSED o w ¢ ¢ ¢ �. POOL EQUIPMENT CY z �02 �� �Q�� OP 0 4 Q '' D ELL FOR m o U) PeWL PURPOSES CV 4V a O O O _ � U O f q rrn Q EXISTING CON(:. PATIO 1 N y Q & SCREENED PORCH PREPARED IN ACCORDANCE WITH THE MINIMUM 40.6' (°' TO BE REMOV:D STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED OVERHEAD WIRES w-/ 10.0' FOR SUCH USE BY THE NEW YORK STATE LAND ?> TITLE ASSOCIATION. QF kl&�V O ``aFT C N .- t' S' ° ::N'PROPOSED INGROUND POOL•'::ii P -,'w.a {{ ,< ? F CD :; ::::'Ut PROP�DSED PATIO 5.0' "Z0467 O 1lN II ��` Fj 50 N.Y.S. Lic. No. 50467 U to - W FOUND PIPE FRONT HOUN—y FOUND d v °3 E. FENGE PIPE UNAUTHORIZED ALTERATION OR ADDITION FENCE PROPOSED POOL p ' S ..d• a 0.3'E. , „ 97.58' TO THISSECTION 7209EOFS THE VNEWTIYORKOF STATE Nathan Taft Corwin III S 87027 27 00 W EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor /0% THE LAND SURVEYOR'S INKED SEAL OR N EMBOSSED SEAL SHALL NOT BE CONSIDERED ANNA HOMMEL TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 -7o-� EX. SUBFLOOR EX. 2X8 FJ 4 0EX. 2X8 FJ JOIST HANGER 1X10 RIPPED 1 X10 TO 8-1/4" _Dd (4) 14" ML w/ (3) 3/4" STEEL PLT. G r o c7 UPSET BEAM AT KITCHEN v N SCALE: 1 .000" = V Ts REVISIONS X.7-8"PLATE ADH3250-2 ADH2434 ADH3250-2 HEIGHT (2)2X6 DF#2 HDR.(MIN.) (2)2X6 (2)2X6 DF#2 HDR.(MIN.) DF#2 HDR. QASTER BATH ory CABINET us sHo�wE CABINETHALF WALL00 f f !+ 1 —51/2"1 7'-61/2" 3'-0" 1 0U. o O o o i 5'-9"PLATE U L Q ¢ r v ¢ I HEIGHT 6'-3"PLATE HEIGHT C �.. ^\ LINEN r SHELVES O r 13'-51/20' �'T'l r%'',. 13'-31/2" 13'-51/" tO �i - '�`/ '�j' - REMOVE WALL AT EXISTING O _ STAIR AS SHOWN.REPLACE - `fl a o Ln m ry = WITH NEW THIGH RAILING. MASTER BEDROOM N z m o o fv a DO LOFT N ry z "Q I 6'-8"PLATE Z �j "Q O I'1 HEIGHT - ------------- ----------1 `�---------- --- ---- -- ---- --- ---- --- ----- 6-- PLATE------ -/I \,------- ---------------- / - ---- HEIGHT 6'-61/2" 1 7 —5 i.3'-5"K' 4,-9" 3'-10' 3,-5„ /11, 7 —5 6 —6V2 y i cV LINEN ---"--- LINEN - - T7777TT7 - - - _ 5'-0"PLATE HEIGHT ; ; 5'-0"PLATE HEIGHT 5'-0"PLATE HEIGHT ; ; 5' "PLATE HEIGHT O '' @1� - - t- r 916"OC -N w , , w -------- u, r r �' wBENCH w = BENCH r w w t— H I r r, (2)2X5 DF#2 HDR. (MIN.) �� ° (2)2k6 DF#2 HDR. iMIN.). 0 (TEMPERED) (TEMPERED) O 0, � cV ADH21044-2 ADH21044-2 I Q O a�) 6'-7" 8'-0" 19'-10" 8'-0" 61'-7" �, K ,...a O 1).SEE FLOOR PLAN FOR PLATE HEIGHTS.CEILING HEIGHT AT 7-8"TO 6).PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS O MATCH EXISTING REAR DORMER. OPENINGS HAVE IMPACT GLAZING, 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT RI 3. CIA 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 9).INSULATE CEILINGS WITH R21 INSULATION.ALL CATHEDRAL SECTIONS TO 4).PROVIDE 2-2X6 DF#2 HEADERS OVER ALL OPENINGS UNLESS BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF SHEATHING AND E OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 21ACK STUDS INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM INSULATION 1'-0"FROM S PROJECT N 0 RTH 2ND, FLOOR PLAN OON EACH PENINGS$1DE OF OPENING.VERIFY HEADERS OVER ALL EXISTING EXTERIOR WAIL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. i 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK.BATH TO W LIVING SPACE:982 SQ.FT. SCALE. 1/4" - 1� 5).EXISTING WINDOWS TO BE REPLACED WITH ANDERSEN ARCHITECTURAL BE MOISTURE-RESISTANT SHEETROCK. A-SERIES WINDOWS.WINDOWS TO BE HIGH-PERFORMANCE WITH DESIGN- PRESSURE UPGRADES AS REQUIRED BY CODE.INCLUDE NECESSARY 11).PROVIDE SMOKE AND CO DETECTORS AS REQUIRED BY CODE. HARDWARE AND SCREENS. (rj m WALL LEGEND 3'6ROOFVENT O CL --------- WALL TO BE REMOVED JOR ,,,2 „14---------------- 1 F O z "E Y �� VJ C. IAV. ^, V EXISTING WALL �, _77NEW WALL 1 LL E „a (c6 U NOTE: TC1r!I'I(( SDUTI'fI D �,,,I N DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL M �j [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6= 6"j „rz „'4 „12 „141114 DIMENSIONS OF NEW WALLS ARE FROM STUDS w.a A NB SwK 6H R SH vER D W- [EXT./INT.:2X4= 3-1/2",2X6=5-1/2"] FAI, OR ATH OR ATH , 2 n� .'wr^,,' c D. 3 DRAWN: MH/MS 4"C.I, TO.APROVED •,`�' ,,,•;' ' HOUSE SEPT�CSYSTEM SCALE: 1/4"=1'-0" 3 s JOB#': SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP ,{ R P; Aril 23,2012 PLUMBING SCHEMATIC `, SHEET NUMBER: N.T.S. J j PAINTER TO PRIME AND PAINT ALL DOM EDGES TO MAINTAIN CONTRACTOR SHAH.WMFY ARCHITECT OF ANY DISCREPANCIES BE MIIEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL 3E RESPONSIDLE FOR ALL DUILDING DEPARTMENT INSPECTIONS A�7 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,PLUMEING,AND 41VAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. PLUMBER CERTIFIC IJ CONTENT BEFORE REVISIONS CERTIFICATE OF OCCUPANCY MEETS AND BOUNDS BY: SOLDER USED IN WATER NATHAN TAFT CORWIN III EXISTING 1T-0"X 15-0" EXISTING 12'-4"X 15-0" SUPPLYSYSTEM CANNOT LAND SURVEYOR EXCEED 2/10 OF 1%LB S 1 Q 3 9'3 0" E SUNROOM TO BE REMOVED PATIO TO B AI,?, LIC. No. 50467E REMOVED DATED JANUARY 6, 20]2 W 144.09 _ Z 4'HIGH POOL FENCE ON PROPERTY LINE PLUMBING 0 ALL PLUMBING WA.'-',TE SELF CLOSING- +► O _ &WATER LINES NEED 0 LATCHING GATE z •' TESTING BEPORE C00'ERING1 O PER CODE �7/ I '� *b`} JR PATIO Lr' 00 [ "ONp� � 2., .�5� �j LLJ t. "r a 3 GRADE N . . , : 1 Q �f i, ' 00 Lu V Lu CL cq '.` - s.o' o APPRO ED AS NOTED2. N aATE B.P. # 3J }- 47.0' ft _ EE: BY N w V FA 0TIFY BUILDING DEPARTMENT AT z 65-1802 8 AM TO 4 PM F DIR THE "' o C1' I OLLOWING INSPECTIONS `� w FQ 2,r PROPOSED I. w y r0 FOUNDATION -TWO REQUIPEf" Fk 00 ,4J, l2 X47 FOR POURED CONCR'TL G Q ', C0� -rF IINGROUND,, ROUGH-FRAMING.PL'J',"B:,NG > ', F�� POOL STRAPPING. ELECTRICAL �D INSULATION CL �,� eRicks OORcy �'I_.A1:^: p FINAL-CONSTRUCT10% _i r` MUST BE COMPLE'E SOP r-c LL CONSTRUCTION SHAI-t-VE T TII E /A1 [EQUIREMENTS OF THE ORK STATE NOT RESPutiS!F' :- i=OP- ESIGN OR CONSTRUCTICN r. :11 _S RETAIN STORM WATER RUNOFF Z 0' PURSUANT TO CHAPTER 236 O ��� D.W. ":_ _______-_- - o �r OF THE TOWN CODE. H O 5 r W a w SQ SELF CLOSING % A LATCHING GATE PER CODE O r�W D.W. u a 4 y��yP u- W E-1 ELECTRICAL_,c; INSPECTION REQUIRED Z v H l '« Rti 00 Cb Let I ~. r 150.00' N 203 3'0" W o Of SCTM No. 1000-123-06-12.2 o z � Y LOCATION: AREA: LOT COVERAGE: C AM m I IN' E 0 L A 0 A D .r PROPERTY:' 14,516.0 SQ. F3� 0.333 ACRE � ECU R' E EV E AV E N E U EXISTING HOUSE: 1348.0 SQ.FT. 9.3% m m EXISTING GARAGE: 300.0 SQ.FT. 2.1010 EXISTING PORCH: 137.0 SQ.FT. 0.9010 ROOFARFA:1647.4 SQ.FT. SITE PLAN EX.SUNROOM: 255.0 SQ.FT. (TO REMOVE) 1 AT 100%WATER RUNOFF:308.5 CU.FT, SCALE. 1" = 1 UI,—U1 DRAWN: MH/MS PROVIDE(2)V DIA.X 4'DEEP DRYWELLS SCALE,: I,,= 10' 8 FT x 4'=169 CU FT. PROPOSED POOL 564.0 SQ.FT. 3.90/0 JOB#: DRYWELLS CAPACITY:338 CU.FT. March 06,2012 SHEET NUMBER: �t �✓�� � �` J..%� O� �� TOTAL: 1999.0 SQ. FT. 16.2% r"G(//2 13jQ�, PAINTER 70 PRIME AND PAINT ALL DOOR FDOES 70 MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES 13ETWEEN THE DRAWINGS.THE SPECIFICATIONS.ANDTHE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTERACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL F ALL G L CONTRACTOR 5HALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS S. 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 108 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEIMENT OR CONTINUATION OF WORK. RCUGH ELECTRIC,PLUMBING.AND HVAC PRIOR TO INSULATING AN::)SHEETROCKIN5 AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PA`r'MENT FROM C'WNERS. REVISIONS - T. ___._.—.__._.._.—_w..z...-.__—_.__•_______..__.___, —T{ i I _�__ ---- -�e� --------- ----- _ _ 114 _ - �]-- 1— _E 7ill -; �.l_. I__1_w_I_, T 1 _ I T i - _-If i j I _ I r _ - L1.T _' +' 7 I i { _jam. �... — -t--�r-' l_.� —`' id�_-_ .L I i �l , '��--- .-�1 �_�L,__ { L.._1.,. ...�. I ( i „-•�— I ' I„�—•-- ���t` L--` —�-- —_i.,.L _ r —,1_.L��� —'-•___L T \ t— + I i j—T' I I � "I t ;� —'—`s , I I I r — kk I i I I I I 1T T ®®® \ z W WEST ELEVATIO N �' W SCALE: 1/4" = V H � Q o CIO O Q H Q z ¢ H w co 0r O ca >- ►�+ __ jE ® E3 V ri ,;,,,"��,, ; '.+�:-N.,�: _:•. . DRAWN: MH/MS SCALE: 1/4"=1'-0" EXISTING WEST ELEVATION JOB#: i{ { March 06,2012 SCALE: 1/4" = 1' S1IEETNUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTWy ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIRCATIONS,AND THE FIELD CONDITIONS,AND SHALL REOLSEST CLARIFICATION BEFORE COMMENCING WORK.CONITRACTOR SHALL VERIFY All SENERAL CONTRACTOR TO COORDINATE HEFTING WITH OWNERS FOR APPROvAL OF ALL GENERAL CONTRACTOR SHALL SF RESPCN5IHLE FOR ALL SUILDING DEPART"9ST 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. I ROUGH ELECTRIC,PLUMS{NG•AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C aP 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS TIT FA Iom' t e� l ._r __i LL r -7 I+ i tJ-T .L.,.-1_,._�. � t i� -- 11 TAT!-=,'- -+-� 9_. •� --ci- --i-'TL'�—} .� O TTT�!..TL_,.1.__ 1Il-� T1Ti��_t�. � •.___Jt=---__�____.Ji� =_u-_ ._'. _L_.._��T 4 t i f T�.� � �y.i,_ `' �� 4�r � o}� '� ® -.-. -t--L,_ .�.,.- - _J:��I�JL_____".al.--, i '-i�" iT� I I ♦ C' M (( 11771 O SOUTH ELEVATION z0-4 SCALE: 1/4" = 1' O w H E-4 O � Q O O o a W o � } � oz .= Y U � O � � N j DRAWN: MH/MS SCALE: 1/4"=1'-0" .y � k vs fi' . „�``° JOB#t: EXISTING SOUTH ELEVATION ,Y* MSHE SHEET NUMBER: SCALE: 1/4"' = 1' A lot PANTfR t PRIME f AND PAINT MAINTAIN CONTRACTOR SHALL NOTSFY ARCHITECT OF ANY DISCREPANCIES 6ETWffN THE DRAW4NGS,THE StECiftCATtONS,ANDTHE F4ft6 COfJDTitOtQS,AND SHALL Rf4Uf5T CLAR1F1CAT40N 6EFORE COMMfNC4NG WORK.CONTRIACTOR SHAtt VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL Cr-ALL GENERAL CDNTRAGTOR SHALL DE RE5TON511BLE 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 I ROUGH ELECTRIC,PLUMB'NG,AND HVAC PRIOR TO INSULATING AND SHEE-OCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS M� — j ; r_1-_ r T� i (�T'- ,7Lr —17T � � --SIT-�----�-�-;- I -�-I T• �- � - ' �� , - =---=a,__-" �._----_-°__ T �yT t ---- =.J%-J ' , }.1 1_ { _1�.i_ I �.�_L L_r.'�.._�i —r_! J �.L '-r- - _ ��i_1 _.1 _l. 1_.l L.._. _.�1.__ L-.S -- I y I ! N I i - ,I_-�;— �( I a I , 1 + l LI ! + � � l T T i ! ; �i �T�`.( i 'I { U j I `r -'T- - I - -J — — —' I -r -r-'�'- --r'_ -z-- ,�— `"! I f r .�.1.-1- _ � ♦ _ .rl I .� _ �� i I 7� ' }-r? _.� � _.L_ .�._,fL_i�L_ �� - '�—J—i-.`_._..'-r-,- ��- �•-�_ `_�_ __1.�-.�-=�� .{.a O .,. I ' j j i i j �--T - J i I I •" i .� 1 - -L - IL i ♦♦ ♦♦ ' i� ♦ -_I _E i =j L-�—i'j_(-L+L _' I �� { _- -�I i - I `i1 _ �Lr ,T - -L� T ,_I!Tj_i I'��_�jI.�- .Li�'i—T.•1_I..--1II- i �+ d....._ ] _..r'- y —� r ;�_`_-_- I , r"J�-r- ♦♦ i *' I -5--{� -'-r--�--1-�--�-i� �^ � i ( i i i_1 �_ I � S,__)�} !"( iT_._._�._ '(! ��._ _ � '�-i i -L,.��.,- FE H Q EAST ELEVATION! � W SCALE: 1/4" = 1' w w N W � p cl? o � o o z Q ® ® ® ® ® Q W o ® ® ° aZ s� �z H=,H 4.) Q cum ;-.4 N M M d„ EXISTIlNj"G EAST ELEVATIO,r*%.l DRAWN. MH/MS SCALE: 1/4" = 1' ' ` R , ,�,, SCALE: 1!4 =r o" �w e JOB#: March 06,2012 SHEET NUMBER: a *AtNTER TO RRtt,hf.AND f AINT At.t.BOOT,EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRA YANGS,THE SPECIVICATIONS,AND THE FIELD COmITIONS,AND SHALL REQUEST CLWIFtCATION 6EFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL CscT'�ERAL LONTRACTOR TO COORDMAT£MEETINU WITH OUSNERS FOR APPROVAL OF ALL GTERAL CONTRACTOR SHALL BE RESPONSfBLE 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. ROUG4 ELECTRIC,PWM6tNG,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNER& REVISIONS 1..__.�1 ,__ I IIII }T I' -' -' I ( I I 4 { , 44 1 y• y S ._i_..-... -- ! 1 y 1 I j 1 I ` .. T I I _t,_ I _LT -- L_ ° w -- T I ' _ T.T.T l r v _l i I I 1 * I r ti '—r—r""X'-•]"All—" -'a —L._I17 T - L- - -- - - - 711 I ;{ i 0 U N NORTH ELEVATION o W SCALE: 1/4" = 1' x w o � Q � o Q � ® w .s Y a U � ® O ;--o N cn . - DRAWN: MH/MS Z .' { SCALE: I/4^=l,_0„ EXISTING NORTH ELEVATION - . � . M°h 06,2012 fr SCALE: atC. 1/ " _ l' SFIEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHFT£GT OF ANY DISCREPANCIES BE mF.[N TFiE DRAWINGS•THE SPEOFICNMOtiS.AND THE FIEI.D CONDITION'S.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORY,CON-TRACTOR SHALL VERIFY ALL GENERAL CONTRAC T OR TO COORDINATE""STING UJ174 OWNERS FOR AP4ROV AL OF ALL GENERAL CONTRACTOR 514ALL HE FOR ALL Hll1LD1NG DEPART"ENT INSPECT10N5 pk-4- 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 ANC SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS o o W � LL + �° W,LU a a a y CC W N � O Oq = W M 1] U 'Z D d � LL PROVIDIF SOLID o� O UNDER POST ABOVE BLOCKING m ) EX.(3)2X10 GIRDER 1 1 1 1 EX.(3)2X10 GIRDER 1 y' 1 1 1 EX.(3)2X10 GIRDER 1 1 ---_- -_----------_---'--- --'----=--_c_----- --- _--'----------------'--- --'---------------- ----------- '----------------'--- --'---_---------------- _= — a 1 a - • 1 - • • l ' L EX. GARAGE °?LL Q O c ----------------- Ex. PORCH v rA a E N S P OJECT NORTH FOUNDATIOINJPLANo z R W SCALE; 1/4" = 1" v cum U � }� co tA J. N� DRAWN: MH/MS V, SCALE: 1/4"=1'-0" JOB#t: March 06,2012 SIT ET NUMBER: PNiNTER TO PRIME AND TAINT ALL.DOOR EDGES TO MAINTAIN COSBTRACTOR SHALL S80TIEY ARCHITECT Of ANY DSSCWE}ANCIES BETWEEN THE DRA xgNGS,THE SP£CffiCATIONS,AND THE F1£t.D COTi4IT40N5.AND SHALL A£4uE5T GLAAIFICATION 6££OR£COMMENC4NG WOAK.CONTRACTOR SHALL VERIFY Am, GENERAL CONTRACTOR TO CCORDINA E MEETING WITH OWNERS FOR APPIROV AL OF ALL !GEKERAL CON 7 RACTOR SHALL BE RESS'CNSeLE FOR ALL BUILDING 7>1=PARTMtlAT M1NSPECTIONS 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 SHLt l OCKING AND SHALL SECU'ZE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS QUA QUA 6'-1" EQUAL EQUAL REMOVE EXISTING -------------------- BAY WALLS R MOVE EX. REMOVE EX.PATIO DOOR (CANTILEVERED) __________.......... INDOW ADH3250 ADH2434 ADH2434-2 �- -- - -FWHID60611 ADH3244 (NEW-EGRESS-) ADH2434 (TEMPERED) (NEW) (NEWT- (2)2X8 HDR. (2)2X8 HDR. (2)2X R , (2) 1 (2)2X10 F##2 HDR. (MINIMUM) (MIT IMU (MINIMUM) 1 ;_ ' 9 w �------7 UA p 0 , 1 > p z EX. BATH z a IN No. 2 ; _ - a EX. BATH I c { NEW KITCHEN Ce;n c5o ©ca No. 1 OO I NEWDINING ROOM ¢ (FORMER DINING ROOM) w ¢ 1 i :; (FORMER KITCHEN) i Z EX. BEDROOM No. 3 0 �� (((yyy ; ; ,x ! j g Cl u' /�fI' i 'II I ' ,n , 01 x 1 Ld y Lll tl,' � N 1 1 ; >'0 "F+ _ _ _J a U m -- 1 y __ ^__PEh10\'E LISTII��'ALL N 1-a m 7-- -------------------- ------ ----- ------ ^----------- 1.4 rn I I --------------------------------- -------------------------------------------------------- --- 4 1-3 ( ----- (6)2X4 (6) 2X4 O /4X14 MLw!(3)3/4"STEEL PLATES DROPPED BEAM ALT.:W14X48 STEEL BEAM) --------- POST POST n W/D - - F -- ----- -� u r - - - - s o � ff, EX. GARAGE EX. LIVING ROOM X , o Nz I ¢ N EX. BEDROOM No. 2 EX. BEDROOM No. 1 ' H w H + 1 ----------------------- o i 1 i (2)2X8 HDR. (2)2X8 HDR. ' (2j '8 HDR. W 0. (MINIMUM) (MINIMUM) ; INIMUM) 1 1 -------------------------- ~ + + T-0- J (-EGRESS-) (-EGRESS-) T-HERMATRU FIBERGLASS Ill L ADH3250 ADH3250 0100R(MATCH EXISTING) 111 goy p�` F--I ADH2448-2 A 1 1 9 1+e 1 1 N Y EX. COVERED PORCH a 1).PROVIDE 2-2X10 DF#f2 HEADERS OVER ALL OPENINGS BEING REPLACED t� OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK UNLESS o ---���-� -����---F�-��-- ------------ ------ ----- - ---'�- -- ^----- - ----� STUDSO SEACHSIDEOFOPENING.VERIFYHEADERSOVERALLEXISTING Q Q w 2).EXISTING WINDOWS AND DOORS TO BE REPLACED WITH ANDERSEN F- ARCHITECTURAL A-SERIES.FRONT AND GARAGE DOOR TO BE THERMATRU E SMOOTHSTAR,OR BETTER,FIBERGLASS DOORS.OPENINGS TO BE HIGH- ~ S PROJECT NORTH 1ST. FLOOR PLAN-, PERFORMANCE WITH DESIGN-PRESSURE UPGRADES AS REQUIRED BY CODE. i INCLUDE NECESSARY HARDWARE AND SCREENS. W SCALE. 1/�11 — 11 3).PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. WALL LEGEND 4).PROVIDE SMOKE AND CO DETECTORS AS REQUIRED BY CODE. N"0(C 4 --------------1 -------------- WALL TO BE REMOVED }et, I I EXISTING WALL i i 1 O I f i f ®7 / -'►,, Q ,. I 1111 , ll J f Q I y- NEW WALL O Z - NOTE: I I I f I I I I I f DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL ( f f I (/ j f 1 f I I I ® ! l I [INT.:2X4=4 1/2".2X6=6 1/2",EXT.:2X4=4-".2X6= 6"] f II I { / I f / I r ( II �� { f �t�� ( 11 �l ( ( ' , �� ( _ =_41 f r-1 C ri 1 I 411)STAIPLESSSTEEL ?�I co,f ORG—WIED I It `V DIMENSIONS OF NEW WALLS ARE FROM STUDS 1 r 1 I l' I f I ( '�11,' `Q' W«,1 u�w�W/ I ( ( 1 1!I ( 1 (, } aASNrPs 12"D.c I ( ! [EXT.1 INT.:2X4=3-112,2X6=5-112'] ' /� A i I - ( In SMEAT 12 / HIN, � I I 1/2"APA WFD SN-AIMING I I � I � � � � G44CF PLHVOfb ' l / l (LLTEIUTATIVDA-.7I16"O.S.B) ' � O 1/]"APP RAIFD 9iEiT1IING i1 1 1 I I 1 I 1 1 I 2N4 O1`92 ii y !KTERNATMYE:7/tb'05 0 7 f 11 I/ f I I I I S I� f I �:�.. ... ,�,,1 I .,�. _ ' UA tl MIV DA GfilE555TEEDL ( / l �* . + WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1 I r1nsAlNErSsstEl w.S R 012 DRAw�v: Mx/Ms 4 I I . AS PER TABLE 1609.1.4 N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) I ' I I I W Ge1V<N¢EO w1NDOwsL1I) SCALE: 1/4"=1'-0" wASHE1S 0 ITOe ( 1 TYPICAL WINDOW L _ e WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" I I it i i (LESS THAN 4'-OX8'-0' _> � tT JOB#: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ' V- COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL M LTIPLE%YWOOD MrWIES I IV March 66+2012 CONSTRUCTION CODE.THIS i5 NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. :-2x4DE12mDsconNEcleD 4 l I _ I ;"..: SHELT NUhdBER: ) TOGETHER N21N 51AIN1 f55$IEEE � ALL PANELS 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. OaeAunn 7m aOLTS wt wls�Ps TYPICAL DOOR OPENING ' °fi r " qq " HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. AND NurS0 r-0.00. X',,. TYPICAL MULTIPLE OPENINGS (LESS THAN 4'-0x8'-0^OPENING) ' ;" (MORE THAN 4'-0X8'-0"OPENING) „ ..1(ti';r-t `§" .6 PAINTER TO lRM.nE AND TAINT ALL DOOR EDGES TO MAINTAIN CONTRACTO'i SHALL NOTIFY ARCHITECT qT ANY!DISCREPANCIES 61"TWEEN THE DRAWITJGS,THE S*ELIEICATIONS,AND THE FIELD COND1TSgN5.AND SHALL REQUEST CLARIEICATION BEFORE COMivIEN<ING WORK.CONTRACTOR SHALL VER1fY AlL jk GENERAL CONTRACTOR TO COORDINATE MEETING WTH OWNERS FOR APPROVAL OF-ALL GENERAL CONTRACTOR SHALL HE RESPONStBL:E 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 SHEETROCKINC: AND SHALL SECU�2E THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS N EX.7-8"PLATE ADH3250-2 ADH2434 ADH3250-2 HEIGHT (2)2X6 DF#2 HDR_(MIN.) (2)2X6 (2)2X6 DF#2 HDR. (MIN.) DF#2 HDR. �— Q, G3�a �0 7oQ i ASTER BATH _N TXb' --- - -- O TV \ UB SHOWE i CA81NE'f HALF WALL ' 60 -51/ 7'-61/2 10 2" " 3'-0" I i _ 1 F' O xcl 5-9"PLATE `� U 6'-3"PLATE Q ( Q t9 iv OQ ( j i HEIGHT .N 1-,7 -Fi } T_ HEIGHT �^ �.. tvl LINEN , -—------- ^N r; m �+ c SHELVES -44 O y, 3'-11„ ;�% 13'-51/" \` ' '� 13'-31/2„ 13,-51/2„ ,-1 u O Q in ,/• fir. REMOVE WALL AT EXISTING O N x x STAIR AS SHOWN.REPlJACE - MASTER BED ROOM cV x D N (V = \ WITH NEW X HIGH RAIILING. ''� \ /y = m d N; 00 LOFT - -------- '� --W. 6'-B"PLATE Z � "o �¢ j� HEIGHT - ------------- ---------- r ------------- --- ---- -- ---- --- ---- -- ------ -- PLATE -------f 1-------- ---------------- G-13 HEIGHT 4'0" --- --- 2'-0„ t 1 1 1 6'-61/2" r 7'-5" '-5"� 4'-9" -- -- 3'-10„ 3,_5„ l 7'-5" \ r 6'-61h" -CH.,' U cV LINEN -- ---- I LINEN 4 f 5%0"PLATE HEIGHT 5-0"PLATE HEIGHT 5-0"PLATE HEIGHT ; ; 5 "PLATE HEIGHT _ O ; 1 @1, ------ - E t @1 W 1 BENCH 1w = 1 BENCH Lu lil v in 'D (2)2X6 DF#2 HDR. (MIN.), ° `D (2)2X6 DF#2 HDR. MIN.) `O Q O (TEMPERED) (TEMPERED) O ADH21044-2 � ADN21044-2 a 6'-7" 8'-0" 19'-10" 8'-0" 6'-7" +� Je A, H O O 1)-SEE FLOOR PLAN FOR PLATE HEIGHTS.CEILING HEIGHT AT 7-8"TO 6).PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS w MATCH EXISTING REAR DORMER. OPENINGS HAVE IMPACT GLAZING. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C-. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 3).EXTERIOR SHEATHING TO BE 1/2'THICK FIR CDX PLYWOOD. 9).INSULATE CEILINGS WITH 1121 INSULATION.ALL CATHEDRAL SECTIONS TO 4).PROVIDE 2-2X6 DF#2 HEADERS OVER ALL OPENINGS UNLESS BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF SHEATHING AND E OTHERWISE NOTED-ALL OPENINGS OVER 3 FT-TO HAVE 2 JACK STUDS INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM INSULATION 1'-0'FROM N S PROJECT N 0 RTH 2ND. FLOOR PLAN OON EACH PENINGS SIDE OF OPENING.VERIFY HEADERS OVER ALL EXISTING EXTERIOR WALL_PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. i 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. BATH TO W LIVING SPACE:982 SQ.FT. SCALE. 1/4" = 1� 5).EXISTING WINDOWS TO BE REPLACED WITH ANDERSEN ARCHITECTURAL BE MOISTURE-RESISTANT SHEETROCK. A-SERIES WINDOWS.WINDOWS TO BE HIGH-PERFORMANCE WITH DESIGN- PRESSURE UPGRADES AS REQUIRED BY CODE.INCLUDE NECESSARY 11),PROVIDE SMOKE AND CO DETECTORS AS REQUIRED BY CODE. (� HARDWARE AND SCREENS. rfj (a WALLLEGEND 39RDDFVEN, ---------------- 7 o z •--------------, WALL TO BE REMOVED 1114 I+n ;a Y VJ C. LAV U EXISTING WALL DER A H 0_ NEW WALL "d U 3 l NOTE: N DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [INT.:2X4=4-I/2",2X6= 6-1/2",EXT.:2X4=4-%2X6= 6'] + n va ,ra n +a va DIMENSIONS OF NEW WALLS ARE FROM STUDS W c' s" WR A W'c sr WR srvR ow [EXT./INT.:2X4=3-1/2",2X6=5-1/2"] DR ATH DR ATH `" a z :#• A C D. Z N 7 3 ' � :4�;r ''� ►�, DRAWN: MH/M5 ao �• a a^c1� 7TDAFRDVCo � ! + *s SCALE: 1I4"=1'-0" SLOPE"114"PER FOOT PITCH TO DRAIN TR C seRucsrsre a + F t JOB#. 1 ; k . k Al SHEET 06,2012 perk+ PLUMBING SCHEMATIC �' � mod•*" sHzrTNUM13ER; N.T.S. � ' tw .7 TAtNTER TO TRtME ASBb PAINT ALL DOOR EDGES TO MAINTAIN COSSTStACTOR$4iAtt T36TiN ARCHITECT Of ANY DtSCREt'Af{ClES BETWEEN THE DRA xt1TiG5.THE S�Et1E4CAT40S35,AND THE FSELD COC144TtON5,ht•jD SHALL 11ES3tSEST CLARIFICATION BEFORE COMMENC4NG WORK.Ct3S�UTRACTOR SHALL VERITY ALL GENERAL CONTRACTOR TO COORDINATE MEETING U 7A OWNERS FOR ArT1ROV AL OF ALL GElvcrcAl CONTRACTOR 5}IALI HE RESPCNSIHLE FCR ALL BL11LDiNG DEPARTMENT 1NSPECT10N5 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 INSULATINCs AMC)SHEETROCKING AND SUALL SECURE THE C of O PRIOR TO RECEIVINCs FINAL PAYMENT FROM OWNERS. REVISIONS /-------- - :- _ - ----ice-- -- --- -- ----''---- --- r--- ---- r---r - --/- ------- --->''�-- - ---- ---- '-----`�--- - ---- ----�---may---zt---�'__-- --- -- -'//_- - "tea EXISTING !' - - EXISTING ' ___ -- ' / ' EXISTING © °©© I r t/i ` ;' % i / /' // %'I I I.K i/ .41 .� � /f /' / /' /' ____-'%___-✓}tI 1.0 EXISTING /` % ' Y /' %' i,' /: / i •>��:. w /' t V� � /• /' /, /' /' i/ '1 / �). � ;' f' i / 1'" � [) by y+ ` - ---- -- 45� �� a U LLJ I O N ; ; ;, EXISTING , / r 12 RR @16"OC / %, -- -/ - - RR @16 r r/ /' ;/ /• /., i i' 1J 1 /' i 'I '� II ; / ,� /' %// / % � I 't // yV71 �1 F7 !-r O �! EXISTING' :/' ;'` %' �. :- -''-- - - - - - __ - - -- - -- _ --- - - - - --_ _ _. _ _�_ - ---_ -- , • / Y - EXISTING f i %/ I I 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. `w /l /� 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. __/=----,'- -.-- _ -__.'----,� ----; -.------.. _.�:.__- - __.- '�_ -- -- -- __-- _-- ---i- -._ _..-_'--- -_- - --- - - - --- -- --- - - - -- - -_--- 2). # ELT(MINIMUM)UNDERLAYMENT WITH ASPHALT ROOFING. 3).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS Z WITH ROOF AND SIDE WALLS(TYPICAL). 4).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODP!SHEATHING Q MUST 13E DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. u, E UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE '` C ROOF PLAIN- WORK DAY.COVER WITH HEAVY-DUTY TARP UN71L ALL ROOFING 15 0 PROJECT NORTH COMPLETE. L� W SCALE: I/4" 11 5) USE GALVANIZED(ZINCINSTALL ASPHALT COATED)ROOFING NAILS,11-FING AS PER MANUFACTURE'S 12 GAUD WITH AT LEAST3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT GENERAL: CUTTING INTO SHINGLE SURFACE.MATCH EXISTING ROOF. DRY WFUS MUST NOT OF USED WHERE THERE INSTALLAttON WOUID CREATE A SIGNIFICANT RISK FOR BASEMFNT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL SHOULD A PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE.OR OTHER STORM WATER MANAGEMENT DETAILS LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. �.1► THE BOTTOM OF THE DRY WELL MUST BE AT(FAST 2 FEET ABOVE SEASONAL HIGH �] Or - DISTRIBUTE TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. O t6 >- CONSTRUCTION: N.T.S. }� O Z FOR DRY WELLS.PROTECTION OF THE SUBGRADE 500.5 EROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL �[ PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE _` 0 CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS (V1I) FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION ATSD SETS7MENT CCN.T AMYN ATION.AIL EXCAVATION SHOULD 6F PERFORMED WITH SHE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT,ALL EXCAVATION EQUIPMENT SHOULD m CU C BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL OGEE GUTTER-STANDARD 5' U C TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, NOTES: DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY ROOF AREA: 1847.4 SQ. FT. TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS II EXECUTION N DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. OFFTHE13RYWELLAREAtS)TOPREVENT COMPACTION BYCONSTRUCTIONEQUIPMENT AT 1DO%WATER RUN OFF:308.5 CU.FT. M AND MATERIAL STORAGE DURING OTHFR SITE CONSTRUCTION ACTIVITIFS.SIMILARLY, 2).PREPARATION; USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE A),CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. �,,• &, ' •- UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF PROVIDE(2)8'DlA. X 4 BEEP DRYWELLS B). PREPARE SURFACES USING METHODS RECOMMENDED 8Y THE MANUFACTURE FOR � �:Y 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. '�. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 'I<•''"" ' ;✓R"L SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHO ULD BE ESTABLISHED ONLY p T�/ A Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ` S AFTERCONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 8 FT X 4'= 169 CU. FT, METALS WITH.PROTECTIVE BACKING PAINT. DRAINAGE AREA STABILIZED- IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED,DIVERSION PIPING OR OTHER SUITARI F MFA5URFS SI IOUI D RE 3.INSTALLATION: DRYWELLS CAPACITY:338 CU.FT. A PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. INSTALLED DURING ALL PHASE50F CONSTRUCTION TO DtVFRi ALL RUNOFF AND )• �++Jra ♦ -"TS:'"+ SEDIMENT A\X/AV FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN. '-y►9' BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. � P^r.3 ,I',. DRAWN: MH MS IS COMPLETED AND THE DRAINAGE AREA STABILIZED. a).COPPER I LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ' r ' `L� STONE TILL AGGREGATE SHOULD RE PLACED SN LIFTS AND COMPACTED USING PLATE e A n— " ACCESSORIES. '"' >,>' C a M SCALE.: 1/4 -1'-0 COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES 15 RECOMMENDED. B)-ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT PRETRFATMENT: I CONNECTORS. '4;'°f JOB#: DRY WELLS TO BE 10 MIME. d x AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE 3)-CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF AWAY FROM HOUSE CONNECTION WATERTIGHT. v'Ir ^ .�Jj"', r Much 06,2012 RUNOFF POI LOTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND r •' y SHEET NUMBER: ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. ,) PROTECTION _ THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OP.TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER 1 O A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. C PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES p O B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL THAT CAN ENTER THE DRY WELL O Q COMPLETION. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN COPATRACT'OR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES SETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDtTIONS.AND SHALL REQUEST CLARff1CATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING"TH OU NERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE RESPCNSfHLE FCR ALL SLALDSNG OEPARTI'IENT INSPECTIONS A-8 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JC0 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,PLU*151NG,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OIDNERS- REVISIONS COMPLIANCE S FOUNDATION: CRAWL SPACE. WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, Version a WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. S chad L+ "ears .4. i).INSULATE HEADER UNCONDITIONED BASEMENTS: ■ 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2},INSULATE THE STAIRWELL BETWEEN THE SAS£MENT AND CONDITIONED FIRST FLOOR. t BEAD OF LOW EXPANSION FOAM,OR FOAM SACKER ROD AND CAULK FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4).SEAL DUCTS 1N BASEMENT. L 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2).DO NOT USE HiGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: SEALING BAND JOISTS DURING CONSTRUCTION: J^ s j'r 2010 f-few�1 :Enema Cons aflon PLUMBING AND ELECTRICAL: 1}.CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Construction G ,e Q SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ° 5ufF lk CoC nty, ew York v ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Tj6 : ,J�'I le Fam.i r ti 1-11 BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. 1 T`;- ,�d ttl41L��Rf� �Cl� � U � atrig Degm13 5750 RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): C1(1Ite Z : 4 RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BAITS IN FLOOR JOISTS,ALONG CONTACT(1C"RATED),AND MUST BE AIRTIGHT AS OUTLINED 1N ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. ,�,. Z �n INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. SdT'S•Irdi.ton .S;Le- "a+T ed., t S• �4lDT- �' "� M � SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS 2,4Ca.MF = C) T STANDARD OF 2.0 CFM, (ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: }` v R ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. =�` U BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2}.INSULATION TO BE SUPPORTED WITH WIRE RODS. Cutrho .1L?WY 1105 In� ` SERVICE WATER HEATING: EXTERIOR OPENING HEADERS- 'I %sm'C 4ts".�, M71 .f"� IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER . ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMiT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: MoF,3ny_-:12 USffe1'ThS"t C+dlll UVOTiF['.UA:155 y^+.Iruk 1513 HEAT LOSS.GENERALLY,1/2'OF INSULATION 1S SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2)-FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. f't*% �C' k-4*vw tn---4 ot* 1r" nF*1 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. Ft.1..,4�!N iY'T p 'k �r&tnv.Vt on w caw.,mow"-'v TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNiT.THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: w �,t ,• l I a,,�ti, a.,, 1 SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. a O HEATING,VENTILATION AND AIR-CONDITIONING(HVAC) .. ",.r r. �"., u _.-w _.z .. ..m'. ;. _. _...w� ..._. .v __. .:w._... .� .... ------ HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR CKIAIR SEALING: , 1:4�.''�Frame.16'o . TD50 15.0 0.0 59 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFtOOR. Q� W HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. '�"d1"*Jmv 1:do%IOC�FI'ame.` k4 '¢Pare-u YN-E 146 46 i_-�] Z 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. 1 ' �„ HVAC SYSTEM EFFICIENCIES: Ceti �1: "*iedrV,,CfVR�"'; 24'1 21.D 0.0 12 � Q THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE � � � } � ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. I 'a1T1? � ` �L7T;aD.55' Tf�J � Q.�! tL? a MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: C-)HVAC CONTROLS: 1).IF LIVING SPACE ABOVE,SEAL ALL SU$FLOOR PENETRATIONS ABOVE GARAGE me-fafXT-aareTa Tres pw. ;?d b", w Me Ij =*--4d hays .o•,cs(sbe % {thug; a Fans")M t n'am Ci e,, 8? u GELLING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WiTH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE 2},SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM cal= ons iA '�'pu n appl icn.The pmpmed t'i°Tig hm been oesIgred ID treat Mem 21310 New YOM Fly Consm&. 'I >- CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. T'' J°lEr'T ` F'.C�rCt 1;��21t` ' `E" � �° � `* ) � '1'- t Z (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. C ��. Q W HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ,`� LEAST 5 DEGREES)WITHIN WHiCH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. H W SUSPENDED OR REDUCED.SIMILARLY,HUMIDiSTATS MUST HAVE THE CAPACITY TO ►-+ PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: Na-me-T p hD hie Date HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT TEMPERATURE. Q ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN TOP PLATES. VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. DUCTS AND PIPES: 2)- HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR Cu Q DUCT SEALING: INSJY�AMWTE O DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL FULL LOFT: O z PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND C Y SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. 5 CJ MUST BE SEALED WITH EITHER MASTIC OR FiBROUS TAPE EMBEDDED iN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RiGID FIBER DUCTS.TAPES MEETING UL IBiS MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES,SHEATHING IO Co AND DRYWALL.IN CEILING AND FLOORS,1T SHOULD BE IN CONTACT WITH THE DRYWALL U 2: OR SU8FLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. M WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: M M WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES,CUT AROUND w TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING 1N FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. p ml,e �t e- Re d .i OW111 pW EVERY BATHROOM 1S TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT Cat viaerizm?:cN isem um!" * t ^, ;?TI € '.�`s C t t 1�`l # .* y�;�`u i .: . I DOCUMENTATION OF R VALUES: �•. THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BAITS,AND RIGID FOAM INSULATION MUST BE " AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. " ; IF THERE IS A GAS RANGE. �� •^`i� , .,���`r��m� DRAWN: MH/MS VENTILATION: ACCESS OPENINGS: ATTIC HATCHES SCUTTLES PULLDOWN STAIRS,etc MUST BE INSULATED TO THE SCALE: 1/4"=V-0" , , . MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ,}r ` SAME R-VALUE AS THE SURROUNDING AREA. ,,, JOB#!: THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICALt �, +"" •"�. F'' VENTILATION RATES. ��.��4 a. March 06,2012 KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: SHEET NUMBER: INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1).PROVIDE V CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING" • ,a Lgr. 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. „ , ► icy ate,„y ;e A-9 PAINTER TO MRVdE AND PAINT ALL DOOR EDGES TO MAINTAIN tOS3TRACTOR SHAi L NOTIFY ARCHITECT OF ANY DISCREPANCIES EETWEEN THE DRAWINGS,THE 5*ECIF1CATtONS,AND THE fl£L.D CONDiT10N5.AND SHALL REQUEST C1.AR4f4CAT10N BEFORE COMMENCING WORK.CON'6RACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL ESE RESPONS11BLE FOR ALL SUILONG DEPARTI-IENT fNSPEGT10N5 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,PLUMSiNG,AND HVAC PRIOR TO INSULATING AND SHEEfROCKING 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 MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD END WALL CRIPPLE STUD o BOTTOM PLATE e g'Q RIDGE LEDGER BATHTUB °o r HEADER DOUBLE JOIST SIDE WALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 (TOLD DOWN CONIIECT 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 CI` ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION A,PPLICACON RAFTER SIZE USP NUMBER DESCRIPTION APPLICATIOfJ SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN LOTH LOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. U EER WALL.. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACI-I JACK STUD ROOF LSTA24 1-1/4"xZ4" ZOgu. STR,4P APPLY OVER FIDGE TO EACH RAF TE 2x6-2x8 LS26 18go. SLOPE HANGER 4PPLY TO EACH RAF ILR / LEDGER ( ) APICHGP, PLATE., OF 1ST. FLOOR,. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL 'HALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. 4LL OPENINGS RT3 OR RT7 TfDOAI ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER 4PPLY TO EACH RAFTER / LEDGER BLOCKING, 024"Or tv ti WALL STUD V THROUGH-ROOF FXHAUST a m VENTS SELECTED AND Qy w LOCATED BY CONTRACTOR ° c c`5 � METAL STRAP V �7 VENTILATION CHANNEL U a+ ° °p RIM BOARD AS RLOUIRED «� t- 1-31 RAFTER C,+ t-'`.•. SILL PLATE(S) RAFTERS ,.M AINTAIN _ VEIITILATION WOOD JOIST ct FOUNDATION _ _' TOP PLATE BLOCKING BLOCV,ING STAPPING TO BE ATTACHED TO WALL STUDS �48"DC §p 2x4 SOFFIT JOIST z ATTIC SHALL BE PROMEED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING ARE FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION W.4LL STUD 4, NOT LESS THAN 1/150 OF THE ARE GUTTER THE SPACE VENTILATED. ALL OPEN WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSIO e�4" - 8" LSTA24 1-1 4%24" 20go. STRAP AND JACK STUDS rCOtITIN. SCREENED VENT/ 3 RESISTANT METAL MESH WITH MESHCONTIN, SDFFIT / EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 'A INCH IN DIMENSION, i INSTALL 4'C" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LST430 1-1/4"x30" 189a. STRAP ,AIID JACK STUDS CONNECT TO ON ALL OPENINGS / . 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDO'Ill ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ` OVER BEARING WALLS AND HEADERS INSTALL 4'0' O.C. CONNECT TO 14" - 16" LSTA36 1-1/4'x3G 1Bga. STRAP AIM JACK STUDS ��' 8" - 12" RAFTER RT20 ^_t-1/8" x 20ya. TYDO`III ANCHOR EACH RAFTER ON ALL OPENINGS 7 2ND. FLOOR WALL 0/ �� i RAFTER ~ H Q WOOD JOISTsm a z TOP PLATE GIRDER/HEADER rU� 1ST. FLOOR. WALL S?A,pP{SSO TO BE ATTACHED T6 WALL STUDS�48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD E) F- FLOOR, JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 0 C/] INSTALL 4'0" O.C. O 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP N'UMPER DESCRIPTION JAPPLICAIION ON ALL OPENINGS CQNNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH !•—d (, AFTER/PLATE R715 TYDO'MJ ANCHOR THE PPOPER STEEL CCONECTOR. INSTALL 4'0" O.C. R,AETER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS F^I 8" - 16 MST.A48 1-1/4%48" 16ga. STRAP AND JACK STUDS CONNECT OVER, TO ALLOW FOR SHRINKAGE. & REDUCE BUTAP OUTS n ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERIAITE SHIELD \\, I SILL GASKET —_ I f ` ' 4 TYR. CONC. FOUNDATION ♦ COIIC. SLAB C A 6 MIL. POLY v; DAIAPPROCF EXTERIOR GRANULAR FILL ti 6MIL POLY ON EXTERIOR, V • 1•e �, • V ^ `� STEEL COLUMN I , ° ♦ CONC. SLAB R�• A �•° e V I COMPACT FILL - ;° • �,` • , • e . .� �, a KEY'NAY FOOTING ° A A. •. A 4 3 e CONC. FTG. e Q p � USE WITH 3x3 SQUARE 'HASHERS . •O ANCHOR BOLT CONVECTION (USP' LBPS5S OR BPS") O Q REINFORCING BAR FOUNDATION 5/9" DIA. ANCHOR BOLT >- I I I O z DRAIN TILE 1 p ANCHOR BOLT CONNECTION P P,TIN M XIM SPACING _ � � M SILL PLATE TO FOUNDATION 1 STORY 7^" OC •1' I-1, •r CRAWL SPACER FOUNDATION) U TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 35" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN "ANCHORED TD 24"x24"xl2" CONC. FTG. CRAWL SPACE OR FOUNDATION ,F 'HALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC t6 m SLAB-QN-GRDDE U Lo I GUBFI-OOR c N CCNC. SLAB DOOR FRAME !}'1/1�1 (� 6X6 10/1G `NWM GARAGE JOIST w COMPACT FILL I DOOR USE 2X8 STEEL BEAIA .^♦ FOR BLOCKOUT 4' SLAB =f'F W/ SKIS WMM N, SLOPE • P.T. PLATE , 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT rn. •' r �"�.~f -:,,. ♦� < I <I • • 7 1 2" - (WITH A NAILING PLATE IF HEEDED) ,.r' • I _ _ r__ _ __ O• ► O •..•� •'• • • TO BE APROX. 1 ALLOW OR HIGHER THAN STEEL BEAU IN ALLOW FOR JOISTS A +� G q q 4%- ct K � � �- �,�•,. _ , O , (PROVIDE STRAPPING TO KEEP JO STS ALI e .c• a l!' a a _4 n 4 � u DRAWNT: MH/MS raw. i't -Q , sxs w W.M. a e a s a/' r•, e �`' ° ° o ° s° '° — u1.Dc w ' I' SCALE: NTS REINFORCING BAR = C ° • ^ °e I —II + "iu' C A REINFORCING BAR � s O:• s �° _ �TA'`w �^ JOB#: DRAIN TILE 1.r so , : • 4 O O ° S BCkFS1x .'' " 12' - t ` . March 06,2012 s. BOLT �?D#s �M SHEET NUMBER: 4 t� 1E,�D TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • • S � '•+�"'f�*••'-* �,- ,•� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR 13LOCKOUT ""'•'"'��' A- 10 PAINTERTO PRIME AND PAINT ALL DOOR EDGESTO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,ANDTHE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING 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,PLUMMINS,AND II PRIOR TO INSULATING AND SHEETROCKINS AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE 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. JOINT DESCRIPTION NOTES 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 QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4->Sd COMMON RAFTER BUILDING HEIGHT (SEE PLANS) TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 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 CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL 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 18d COMMON JOIST g Y P g g P P 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 2006 SEC 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 WFCM-SBC LAP NAIL sound and a weatherproof completed 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 PEP,FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �c3Qo o OVER PARTITION WFCM-SEC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE 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 fail in line with studs below,the TO RAFTER WFCM-SEC END I NAIL ATTICS w/o STORAGE 10 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 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL I DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 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 coordinating with these plans.nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL N 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 NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING 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 (DESIGNED FOR CAT.C) '�+ 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 2-161d COMMON PER FACE NAIL U ti anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N a 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE r Y 4-16d COMMONa m C INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE , K > w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE i EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE y z "� 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 2-161d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ,, d attached with 8d common nails at 6"o-c.at the panel edges and 12"o.c,in the field,and STUD O.C. NAIL Sym.: �, O o0 7 P g FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS aC w gyp P 76d COMMON SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the y field shall be in accordance with the Length requirements specified HEADER ALONG EDGES NAIL U in table 3.15a-b. TOP OR BOTTOM 2-16+d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-161d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: B OTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BAND JOIST, 2-116d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1.2 1).The General Contractor and Mason to review plans,elevations,details and notes to R BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).1NTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LES. MODERATE SLIGHT TO - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER 70E 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES concrete or masonrywalls occurin in exterior or unheated interior areas. 4- 8d COMMON g 8).CONNECTIONSAROUNDEXTERiORWALLOPENINGS: SILL, 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 being 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"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES Z 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST 2- 8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 Ed COMMON @ 6"O.C. SEE NOTES:13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.interior slabs 9).CATHEDRAL CEILING ASSEMBLY: F--1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95°/o relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1(BOTH FIELDS) [-I P SILL OR TOP PLATE 3-116d COMMON BLOCK NAIL @ @ 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 W 6}.Crawl spaces to be provided with a minimum 18"x24"access opening.install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-116d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O,C1 Ed COMMON @ 4"O.C. SEE NOTES:1.3 Q 8x16 Last iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAiL w DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-,BdCOMMON PER TOE NOTES E-� 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL a O N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 AC pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. PP ) g Q P BAND JOIST 3-J16d COMMONPER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST 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 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. 2-116d COMMON SILL OR TOP PLATE FOOT SEE NOTE:1 Girders on concrete piers shalt be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. P g g g Z H For framing members with<0.42<G<0.49,the nail spacing shall be reduced to b inches o.c. tY] 1).All framing techniques and methods as prescriptive design of 2006 SEC High Wind 3).Posts supporting girders shall be anchored to a 72"xi2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 0 O Edition Wood FramingConstruction Manual. QTY. SIPACiNG 1--1 Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 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 PEIR TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U o Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q^^ Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: F� SHEATHING LOCATION NAiL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters 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 otherwise. Ledger to be fastened to building with 112"dia,bolts with washers and nuts JOINT DESCRIPTION QT SPACING g g 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 7" O-C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE Ed COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6}.Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: 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 openings between 4'1 and UD and 2x6 wall openings between 5'11 and B'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, and blocking where applicable. QTY. SPACING 5j.All flush beams/headers to be installed with heavy duty galvanized hangers and 3).Covered Roofs shalt be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMB 1NG NOTES be used. 7/16"OSB 3"O.C.EDGE 6d tOMMO , 6).Double u 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 P 1 p 1 PP Y. g g p 'L5 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 shalt be reduced to 6 inches o.c. (D on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD � � FLOOR SHEATHING: 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 otherwise noted(typical). NOTE: O 2 >- 3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY "0 Y provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING where applicable unless otherwise noted. state code and manufacture z recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMM(D 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. v HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD C -, 9),Provide blocking/bridging in Boor'Joists at 8'0 o.c..Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. (D CU requirements. 3).INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10).Provide insulation baffles at eave vents between rafters,install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Q Lo needed. Section R602.8-FIREBLOCKING REQUIRED d 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES(ONLY. ty equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 in wood-frame construction in the following locations. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I Contractor and owner for final review and approval. is nailed 3"on-center at the panel edgge to obtain higher plywood subfloor shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,includingfurred spaces.at the ceiling and floor adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed P g q P g over subfloor as per manufacture's instructions. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 , E such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1).All electrical to be installed as per N.Y.S.Residential Construction Code. s i++ ,, ' +(," !' ' 13).Ail bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and using parallel rows of studs or staggered studs. �* u; �� x.•• 't ;l 2).When wall sheathing is continuouss over connected ceilings and over furnace to have 518"thick type-x sheetrock.Alt other parts of building 2).All electrical work shall be approved by a qualified Underwriter. "y members,the tabulated number of naiils shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN: MH/MS to have regular 1/2"sheetrock.All wails to be taped and finished. g P to be reduced tol-16d nail per foot. drop ceilings and cove ceilings. „ ' � , a 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 r.g �r SCALE: NTS 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. R , k approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3).in concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces " r k"R'' •,t JOB#: PP q PP g k rw' torch down type material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. March Ofi,2012 SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of y�+�•'}�;4 n ' be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. PAINTER T 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001,16.N.Y.S.Residential Code. A- 1 I O PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHIFECT OF ANY D15CREPANCIES BETWEEN?HE DRAWINGS.THE SPECIFICATIONS.AND FIELD CONbn'IONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO GOCRDINATE MEETING WITH OWNL-R5 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. I 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,PL.W le NS,AND HVAC PRIOR TO INSULATING AND SHEETROCKINs AND SHALL SECURE THE G or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.