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HomeMy WebLinkAbout40929-Z 0 Town of Southold 11/27/2018 P.O.Box 1179 53095 Main Rd 166. -A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39983 Date: 11/27/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2530 Vanston Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/15/2016 pursuant to which Building Permit No. 40929 dated 8/23/2016 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: one family 6 bedroom dwelling with finished basement, unfinished attic spaces, front covered porch with stairs and landing, rear covered porch and deck, outdoor shower stall and attached two car garage as applied for per ZBA#6924, dated 3/17/2016. The certificate is issued to Fisher Jr,Robert&Noreen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0002 10/5/2018 ELECTRICAL CERTIFICATE NO. 40929 4/12/2018 PLUMBERS CERTIFICATION DATED 3/18/2018 vin R pe Plumbiq Corp. u ho ' Signature .:'r TOWN OF SOUTHOLD 1 r`�oFot,r`'=t BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'a . SOUTHOLD, NY �S' 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#: 40929 Date: 8/23/2016 Permission is hereby granted to: Fisher Jr, Robert & Noreen 2681 SE Dune Dr Stuart, FL 34996 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD, Trustee, and ZBA approval, as well as DEC NJ Letter. At premises located at: 2530 Vanston Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-5-3 Pursuant to application dated 8/15/2016 and approved by the Building Inspector. To expire on 2/22/2018. Fees: p N $844.90 SINGLE FAMILY DWELLING -ADDITIO R ALTERATIO 3,654.00 O -NEW DWELLIN $50.00 Tot $4,548.90 r Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15�fllj 00 /,,Date. - /V New Construction: !J 7 Old or Pre-existing Building: (check one) Location of Property: & �J0 House No. St et Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section l Block V Lot Subdivision Filed Map. Lot: Permit No. �V l p� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $ licant Sig ature pF SO(/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �0 roper.riche rt(a)-town.Southold.ny.us Southold,NY 1 197 1-0959Q ��C4UNTY,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Fisher Address: 2530 Vanston Road city Cutchogue st: New York zip: 11935 Building Permit#• 40929 Section: 1 1 1 Block: 5 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage LN INVENTORY Service 1 ph E Heat GAS Duplec Recpt 120 CeilingFixtures 16 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 18 Wall Fixtures 20 Smoke Detectors Main Panel A/C Condenser 4 Single Recpt Recessed Fixtures 176 CO Detectors Sub Panel A/C Blower 4 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances 2-DN/ Dryer Recpt 2-30A Emergency Fixture Time Clocks Disconnect Switches 130 Twist Lock Exit Fixtures TVSS Other Equipment: 50A Oven, 1- Range Hood, 6- Bath Fans, 6- Paddle Fans, Elevator Controls, 2- 30A Disconnects, 24 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: April 12, 2018 0-Cert Electrical Compliance Form.xls &pF SOUr�,o<o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � • �� Southold,NY 11971-0959 C0wn� 6e:�'FE? D � ��7 BUILDING DEPARTMENT D TOWN OF SOUTHOLD LIAR 2 0 2018 R1 TOWN OF SOUTHOLD CERTIFICATION Date: r-1 Building Permit No. " L� 7a Owner: 2.ACA- ,- �U'ktj"- J (Please print) Plumber: Y�"r-�'j rz"Vg. 't)"Jr4b' Cry C P (Please pant) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumberj Signature) Sworn to before me this day of 10L'� , 20 1':i� NotaryPublic, - GCF-l"OIK-County BARBARA H.TANDY Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [v4RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 r,*X04`ows lu 6'" wt O '��/ DATE INSPECTOR �wy� �O��OF SO(/Ty�6 � # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ' REMARKS: DATE INSPECTOR q Da Y �oF so�Ty o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTP ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) 7; wlLivlkMARKS: K VY(�/ r , DATE / INSPECTOR OE SOUjyo �o • o i oouto TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: C0 bye CAAW* V '2)� c v 'Clq�li DATE INSPECTOR pf SOUT�olo V coulm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 2 INSPECTORZ,9z9;:2. t')- i A �� l� �y�OF SOUjyo se r\ TOWN OF SOUTHOLD B ILDING DEPT. 765-1802 D�e✓i-t�' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL A/D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l� r C � (I I-0, i s60 lbwa *wl & a� Y PV904", c'�t/ - ✓ DATEINSPECTOR pf SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �] ELECTRICAL (FINAL) REMARKS: DATE l �� INSPECTOR O rjf SO�ryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:((t le CY DATE INSPECTOR Del ho�yOF SOpT��� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I)PISULATION [ ] FRAMING /STRAPPING [t4 FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS. &(Vom -� . p b° e w6k- ort A !�Im4ve flivot &J(vfft#Ac&N- 1 (1*fo4fA 111p WMPA/ 6�2 to T�AQ vl!�, JQ 14+V.A, DATE D INSPECTOR 101 SOF SOU,y how O� * TOWN OF SOUTHOLD BUILDING DEPT. e °"ouirn � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] I>WLATIPN [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 vl oP 'e�A JUV-� f I DATE INSPECTOR xxCHITECT MARK SCHWARTZ & ASSOCIATES 1849.) Main Road. PO Box 93:3•CUU-110Rtac, NY 11935' - 631.734.418.1 tctc��.ntksarrlutccLccint April 19,2018 Southold Town Building Department �� 54375 Main Road OD Southold,New York 11971 APR 2.3 2018 Re: Fisher Residence 2530 Vanston Road $rT.._.�_"`� '�• Cutchogue,New York TOWN OF SOMMOLD Permit#40929 To whom it may concern, I have been on site during construction and have also reviewed the construction photos from Seifert Construction for the foundation work at the aforementioned property. To the best of my knowledge, the footings,rebar,foundation walls and damproofing have been built as per plans and meet or exceed NYS Code. Please call this office with any questions you may have. Sincerely, .AIS Mark Schwartz IF ALA 1 1 • ' • ' • 1 FOUNDATION(2ND) ROUGH �.r r' FRAMINGPLUMBINGaim WIN ��' Wa S MCI giff./A INSULATION PER N.Y. STATE ENERGY CODE .t 1"IT77 MrWiAl 41, 4w, D DITIONAL,COMMENTS • i. fj OWNr r I MAMAS=_ FLVI P.1 ME w� 11 RIM m mwl PREY IMM tf- ' pe �Aj � . I � - ► 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 C.O Application Flood Permit Examin2 ' i Single&SeparateDEC 20 1 Storm-Water Assessment Form � Contact: � Approved 20 _ Mail to: Di proved a/c Phone: 0 F!X� i L Building Inspector AUG 1,6' 2016 - - APPLICATION FOR BUILDING PERMIT BUILDING DEPT. TOWN OF SOUTHOLD Date 2 d , 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,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ent, architect, aineer, general contractor, electrician, plumber or builder Name of owner of premises iN ✓� (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. Loti�/114nd oV icl}p�posed or� l be done: ai��Hv 6UHouse Number /T�Sttrre�t(� '\1 Hamlet /j q 1 l County Tax Map No. 1000 Section ` I Block �-> Lot (23 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises a tend d use d occupancy of Proposed construction: a. Existing use and occupancy L b. Intended use and occupancy SA 3. Nature of work(check which applicable):New Building YAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If busin s, c mmercial or mixed q77 ncy, specify nature and extent of each type of use. 7. Dimensio s of a stXstructures, if any: Front Rear Depth Height , Number of Stories Dimensions 8fj%ame structure with alterations or additions: Front Rear Depth Height Number of Stories— 8. Dimensions of entire new construction: Front Rear Depth Height .,�2_,tq bertorj�e9 4x4,.1. 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 14 o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YESK NO 14. Names of Owner of premises Address Phone No. Name of ArchitectSc- C,/,A Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERNJIJ BE REQUI b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO.2(— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF v C w being duly sworn,deposes and says that(s)he is the applicant (Name o indivi ual signing contract)above named, (S)He is the (Contractor,Agent, Co orate Of icer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of �PI`� X.r 20jff Notaryublic Sig of Applicant - ji.. •12'CSG-<M'T'G10�tl%Mn'rr:t.mrnp..'.SnrtT!Y*:m»srtnmolT::'rrt0C9:0.mTglf(rtnvrwesrn'.rQvrmm'nRFnn:T.!K.M..nn.r.rndrrcn[Krrni r.an'�O.m+nS?,e,Mrm..,:xrn ' '!CJCrrcss?'0'Mn -rrvQtrn.r.s r..J:CnI I • - rnxax'mnnnrnn mrrrcn: r.rtm ngyn.YNn:^s7b:m1T- 1 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8766 DATE: APRIL 20, 2016 ISSUED TO: ROBERT & NOREEN FISHER PROPERTY ADDRESS: 2530 `'ANSTON ROAD CUTCHOGUE SCTM# 1000-111-5-3 ` AUTHORIZATION i Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in E� accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 20,2016,and in consideration of application fee in the sum of$250.00 paid by Robert&Noreen Fisher and subject to the I Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish and remove existing one-story dwelling and construct a Y ) new ±3,661sq.ft. two-story, single-family dwelling with attached garage,f314sq.ft and f427sq.ft. covered porches with 7' wide stairs to grade, and f343sq.ft. deck with 4' wide stairs to grade; remove and replace existing 1,212sq.ft. swimming pool deck with a 1,105sq.ft. on-grade masonry patio located 5' further landward from top of slope; remove existing septic system and install new sanitary system landward of dwelling; iinstall a drainage system of gutters to leaders to drywells to contain roof runoff, install a backwash drywell for the existing 935sq.ft. swimming pool to be maintained;- modify/extend aintained;modify/extend existing pool enclosure fencing; install masonry walkway on south side , of dwelling; relocate existing public water service line; and establish and subsequently f maintain a 10' wide, approximately 2,160sq.ft. non-turf buffer along the landward edge of the top of slope; and as depicted on the site plan prepared by Mark Schwartz & Associates, dated March 3, 2016, and stamped approved on April 20, 2016. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 7 YZ �OgUFFQ�,�c W `�r �04QUr�O�� Town Hall Annex rl Michael J.Domino, President �k John M. Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 qU Glenn Goldsmith T j F"k� R A.Nicholas Krupski p Tea9v Greg Williams , 31) 765-6641 D AUG 6 2018 BOARD OF TOWN TRUSTEES BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1497C Date: August 2._201.8_ THIS CERTIFIES that the demolition and removal of existinione-stoIX dwelling ani construct a n' 661.8 o- to single-family dwelling with a shed Wage,*3-14sg.ft and ±4278c vered rches with 'wide stairs to ade and f34 s f1 deck with-4'widei to de• remove and replace existing 121289.fL swimming ggol deck with a 1 105sc ft on-rade masanr natio located S'further and d from to of slo e•re ove e ` tins tics stem and ins 11 new sero tem landw4rd.,ofdwellin installa 4Ma stem-of gqtteir to leaders to,dnMells to qgntain roof runoM install a bacicw h ell for the exigfin9358 .fL swimming ool to be a' to ed•. modi6y/ Bend existing pool enclosure fencing,install maso=walkway on south side ofdwelliria: relocate existing public water service line and establish and subsequently maintain a 10'wide- _ gVpLoximgj9)j 2 60 ft.non-turf buffer alogg the landward edgg of the W.of slo At 2530 Vanston Road, Cumhoaae Suffolk County Tax Map#11 00-111-5-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 25,2016 pursuant to which Trustees Wetland Permit#8766 Dated April 20,2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of eki"sting one-story dweWng and construct a new=Q 661mJ_L two-story single-family dwelling with attached garage. 1314sq t and+_427sa f1.covered porches with 7'wide stairs to grade and_-343sgA deck with 4'wide stairs to gradge remove and alace existing 1.212sq.ftsyvLmin ool deck with a l 1058 ,f3.on-ode, masonry natio located 5'further landward from top of slope•remove existing septic system and install new sanitary system landward of ilvveliing' install a drainage system of gutters to leaders to dr Wells to contain roof runoff instal a bagjgyash_dgwell for the existing..935sq.ft.swimmin Dool to be maintained-, modi (extend existing of encl re fencin • install rnasonry walkwayon south side of dwelling. relocate existing public water service line,•and establish and subsequently maintain a 10'wide. approximately 2,160sa ft non-turf buffer along the landward edge of the ton of slope. The certificate is issued to Robert&!Noreen l'ishc/rowners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY a;Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-0365 1 F (631)444-0360 www.dec.ny gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT January 4, 2016 Robert& Noreen Fisher P.O Box 783 Cutchogue, NY 11935 Re: DEC# 1-4738-00928/00003 2530 Vanston Road Cutchogue, NY 11935 SCTM# 1000-111-5-3 Dear Mr & Ms. Fisher- Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property located landward of the line labeled "top of slope"as shown on the survey last revised by John C. Ehlers on October 25, 2015, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator sla _ —----- - cc: BO H—TW------ ---- — ------ — ---- --- - - En-Consultants file EW YORK Department of STATE OF OPPORTUNITY Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 9, 2015 TO: Robert Fisher, Jr. 2530 Vanston Road Cutchogue, NY 11935 Please take notice that your application dated December 4, 2015 For permit for the demolition of an existing_single family dwelling and construction of a new single family dwelling at Location of property: 2530 Vanston Road, Cutcho u County Tax Map No. 1000—Section 111 Block 5 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 54,517 square foot property, with two front yards, in the R-40 District is not permitted pursuant to Article IV, Section 280-18, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum front yard setback of 50 feet. Following the proposed construction, the new single family dwelling will have a front yard setback of 33 feet. Furthermore, the proposed construction is not permitted pursuant to Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements set forth by this code." The construction of the new single family dwelling will result in the existing in-ground swimming pool being partially located in the front yard with a setback of+/-36 feet. Bulk schedule requires a minimum front yard setback of 50 fe . Authorized Sign e Cc: File, ZBA w t BOARD MEMBERS of SU(/j Southold Town Hall Leslie Kanes Weisman,Chairperson �� /yam 53095 Main Road • P.O.Box 1179 �O l0 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer u* Atc Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider COUNI`1,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 17,2016 ZBA FILE: 6924 NAME OF APPLICANT: ROBERT,JR. and NOREEN FISHER SCTM#1000-111-5-3 PROPERTY LOCATION: 2530 Vanston Road (aka Old Cove Road)(adj. to Cutchogue Harbor)Cutchogue,NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated Feb. 9, 2016, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated Feb. 12, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP in regard to the applicant's proposed demolition and reconstruction of the single family dwelling. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP in regard to the existing in-ground swimming pool and deck. This recommendation is based upon the fact that "a Wetlands Permit for the in-ground swimming pool and deck was not found in Town records". However, the swimming pool, surrounding fence, and deck were issued COs by the Town in 1990. Also, the pool is the subject of an application to the Town Trustees, where environmental site mitigation will be determined by that Agency. Based upon this information the Board finds the proposed action for the existing pool to be CONSISTENT with LWRP policy standards and therefore CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION. The applicant's property is an irregularly shaped conforming 54,517 sq. ft. waterfront parcel in the R40 zone. The northerly lot line measures 466.72 feet along an adjacent residential parcel. The easterly lot line measures 249.71 feet along the 24 feet wide private, unpaved, dead-end ROW named Old Cove Road that provides access for the applicant and 2-3 neighboring parcels. The southerly lot line measures 351.1 feet, along a an unimproved extension of Old Cove Road that traverses through a steep, narrow ravine, and as such can only be used as a footpath for pedestrian access to the shore. The westerly lot line measures 121.75 feet along the shoreline of Cutchogue Harbor. Because of the irregular shape, this property has two front yards, with both of these two yards adjacent to Old Cove Road. Old Cove Road ROW is owned to the centerline by the adjacent property owners; including the applicant. The applicant's parcel is improved with an existing single Page 2 of 3—March 17,2016 ZBA#6924—Fisher SCTM#1000-111-5-3 family dwelling and existing swimming pool with deck, as shown, with the proposed relocated dwelling, and structure setbacks, on the S-1 survey drawn by Mark Schwartz&Associates, dated Jan. 11, 2016. BASIS OF APPLICATION: Request for Variances from Article IV Section 280-18 and Article III Section 280-15F and the Building Inspector's December 9, 2015 Notice of Disapproval based on an application for building permit for demolition of existing single family dwelling and construction of a new single family dwelling, at: 1) less than the code required front yard setback of 50 feet, 2) existing accessory in-ground swimming pool at less than the code required front yard setback of 50 feet on a water front property. RELIEF REQUESTED: The applicant requests a variance in order to demolish, and reconstruct the single-family dwelling with a proposed new non-conforming front yard setback of 33 feet as measured from the northerly border of Old Cove Road, or 45 feet from the center line of this private ROW, where 50 feet is required by Town Code. The applicant requests another variance in order to retain the existing swimming pool and deck in its current location with a front yard setback of 24 feet as measured from the northerly border of Old Cove Road, or 36 feet from the center line of this private ROW, where 50 feet is required. ADDITIONAL INFORMATION: Prior ZBA decision 4805 dated May 10, 2000, granted the previous property owner a 30 feet front yard setback on Old Cove Road ROW, in order to construct a dwelling addition. However, this proposed addition was not built. An adjacent neighbor submitted a letter in support of the applicant's project. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 3,2016, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Prior ZBA decision 4805 dated May 10, 2000, granted the previous property owner a 30 feet front yard setback on Old Cove Road ROW. The new owner/applicant has proposed to increase the same building setback to 33 feet. The applicant also proposes a 5 feet increase in the deck setback with the conversion of the wood deck into a stone patio. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Because of the irregular shape of the property, and the characteristic of having two front yards, it is not feasible to construct a single-family dwelling without the grant of a variance. The existing pool will remain in its current location, but because of the proposed demolition of the existing dwelling, the pool also requires a variance. 3. Town Law t 267-b(3)(b)(3). The variance granted herein for a 33 feet setback for the new dwelling is mathematically substantial, representing 34% relief from the code. However, this front yard area is adjacent to an unimproved, dead end, private ROW that traverses through a steep ravine terrain that is only used as a footpath for pedestrian access to the shore, and this front yard is located in an area that ZBA decision 4805 has described as"an area that would otherwise be considered a side yard''. If measured from the applicant's property edge, which is the centerline of the ROW, the proposed setback measures 45 feet, and the setback relief would not be considered substantial. The variance granted herein for a 36 feet front yard setback from Old Cove Road ROW for the swimming pool could be considered substantial, representing 28% relief from code; however, the pool has existed in its actual location since 1989, and has a valid CO that was issued by the Town at that time. 4. Town Law $267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and requires a review by the Town Trustees. The applicant proposes construction of a new on site septic system to be located landward of Page 3 of 3—March 17,2016 ZBA#6924—Fisher SCTM#1000-111-5-3 the new dwelling. The applicant also proposes to install a 10 feet wide non-turf buffer along the property adjacent to Cutchogue Harbor. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new, reconstructed, single family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the variances as applied for, and shown on the S-1 survey drawn by Mark Schwartz & Associates, dated Jan. 11,2016. Subject to the following conditions; CONDITIONS: 1 Pool mechanicals shall be placed in a sound deadening enclosure. 2. Drywell for pool de-watering shall be installed, if necessary. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes- Members Weisman (Chairperson), Dantes, Horning, Goehringer, Schneider This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing, q1 /2016 L A. Russell °s�lFfQ ST� 1K1\M[WA\T]E1K ibcatt SUPERVISOR �T ( r �T z M[A\ISA\ G]EM[]E1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 u 53095 Main Road-SOUTHOLD,NEIN YORK 11971 o Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) AUG 17 2016 DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No . (CHECK ALL THAT APPLY) dEl A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1:11�rc- Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[t�E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes In-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Deo Professional,Agent.Contractor,Other) S.C.T.M # 1 000 Date: - & 11 617 W/Z� NAME. Disimt'�w4ze // r r..,.. Section Block Lot PIr Z�k 1 Bt11_I)1Vt,a T)I 'I' I'`:il,i\OR ( ( ' 's tlNIContact Information: Reviewed By- — — — — — — — — — — — — — — — — — — _ Date: �s ✓, Property Address / Location of' Construction Work. — — — — — — — — — Z5 3 b V N /V ❑ Approved for processing Building Permit '`�/ /V j' (�j� Stormwater Management Control Plan Not Required C�/ 60 ® Stormwater Management Control Plan a Required (Forward to Engineering Depaitntent for Review.) FORM " SMUP- TOS MAY 2014 APPLICANT �. S.C.T.M. * 1000 SIWQ CHAPTER 236 li'roperty Owne Design i'roFessiona Agent,Contractor,Other) — p Stormwater Management Control Plan CHECK LIST NAM �� JC ��/v eS coon Block Lot g S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Vl,.dac VruJ Date: `� �k The applicant must provide a Complete Explanation and/or Reason for not providing �3 T 06 b 'ol, ;01 all Information that has been Required by the following Checklist! ndlu,i' 7.Ic la Nun, r 1 A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA if You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: if you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries b Total Site Acreage. c Existing - Natural & Man Made Features within 500 L.F. MONS of the Site Boundary as required by §236-1702). emrtdcT I US Englneerin g 2t 765-15 d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. KFIH,4JR PrOvide E ryginear!s C 69 before e. Limits of Clearing & Area of Proposed Land Disturbance. that tledraina eg, ertjfjjn nstallf. Existing & Proposed Contours of the Site (Minimum 2'Intervals) / ode. g Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & O proposed structures. i Location of proposed Swimming Pool and discharge ring. 7 1=1=1EROSION&SEDIMENT CONTROLS -1. Location of proposed Soil Stockpile Area(s). 0 Shall include but not be limiter to: k Location of proposed Construction Entrance/Staging Area(s) A well maintained Construction EntranM I Location of ro osed concrete washout area(s). Wire Racket Silt Feruin stabilization 8 rn Location of all proposed erosion&sediment control measures. —PEO 2. Stormwater Management Control Plan must include Calculations showing Seeding of exposed and/or inactfye ealls that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0� rainfall /storm event 3 Detail,,&Sectional Dra��Ings for stormwater practices are required for approval. Items requiring details shall include but not be limited to- a. Erosion & Sediment Controls �0 b Construction Entrance & Site Access. F71== C. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) _•r d Leaching Structures (e-a. infiltration basins,swales,etc.) ° -1my NLl Of 1 t il; 1 \i,'1\l 11 ' ti(..; A]p�1R U�)L ONLY I Additional Information is Required. Reviewed & 1 1:1 Stormwater Management Control Plan is Not Complete. Approved By - - - - - - - - - - - - - - - - - - - - - - - - - 1 Stormwater Management Control Plan is Complete. Date: 1 UJ SMCP has been approved by the Engineering Department. FORM * SWCP Check List - TOS MAY 2014 t *aF SO�jyolo Town Hall Annex Telephone(631)765-1802 Mak�d �A� p 176 P.O.Box 1179roQer. (63r tamqkw IU SoutzoldNY 1I971-0959 ?QY 1 DD- JUL 1 7 2017 B€ a D1NG DEPARTMENT TOWN OF SOUTHOI D BUILDING DEPT. APPLICATION FOR ELECTRICAL INSPECTION TOWN OF SOUTIIOLD REQUESTED BY: Date: l l7 Company Name: s S L ^ Name: jZ. G Vft t C� An License No.: _Aa— Address: .O, god /S� s'OL }oG� 1197/ hone No.: . JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: Coq *Cross Street: -ILIA SSA y P *Phone No.: " Permit NG.: 4/0 9 a 9 Tax-Map District: - 1000 Section: Bbocic: Lot: *BRIEF DESCFdPT70N OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES NO CR61gh In Fri *Do-you need a Temp Cerffica#e: YE ! NO Temp Information(if needed) 'Service Size: 1 Pha Whase 100 154 200 3oo 35o 400 Other ENew service: Re-connect underground Number of Meters j Change of Service Overhead 4ddi'tional Infonnafion: PAYMENT DUE WITH APPLICATION Q . 824Rewest for Inspection Form C9 SO BUILDING DEPARTMENT ���aaui�0<o TOWWOF SOUTHOLD -.- NY 11.9'71.-f3959 Anne,•54375 Main Road'P.O.Box 1179•Southold ,i Town Nat{An, 2 Fax(631)765-9502` ; .,_ '.. ��•� • Telephone(631)765-180 :20 t Date y_- ` .., Certificate �. Temporary mgg�'o Meters ?, t �!!!��al :. -.,: :r• -, r. Ing"a r',x: ''. y. nd - ,•„ a:z" G �:`L1r1der9[Ol1 '`,OV$Clt - #}},,�f� ,,"4.s_P`21 i�.�'i -� S..d:K r'�� 3d'`"i s`..k`.:=�.?�#:.�'.}.f� ,/�. �R //y`, �•�. ��.+. �?a �.a gay:.,. ,.�,:� 'R..zc;:i,�d,.: `• - _,.� , �:'���;� tem e.� :' `��� � •� �,:�. r �'"�'ttOr►lS�C0[r}Pld .. � e. ::. ,.�` ,.� t`, s as,{,Ve. .7` -? 3a3w}";,n; .� ,.',��1�u-�-°ir,,s� .- •.s:';�i,';'' .,Y� � � "i�'y: -'fit„ - 3. .`� �o��FFotk�o Town Hall Annex �� Gy�C Telephone(631-1802 54375 Main Road rc Fax(631) 734-9502 P. O. Box 1179 cIO z 1 Southold, NY 11971-0959 P BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: r 6 Owner: l Location of Property: 0 �/ J J Please t-Ke notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure 4 to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following locations) (check applicable line): ✓ Floor framing, including girders and beams (F) Roof framing (R) Floor aro framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Fffecflve 1!112015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PAN T ONC - - DESIGNATION OF CONS T RUCTi011 (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN_ REFLECTIVE WHITE 4 1/2" STROKE "DESIGN-AlION-FORSTR(JG1`ltFtAt _..___._.._---.--._..__.----.•-------- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING i - -TRUSS IESVMFICX1 ICN SIGN FIANCE WITH 19 WCRR PART 1265-u i en gym= CODES DIV-is117N SLE TRUSS IDENTIFICATION SIGN DATF-03108/2005 ----- NEW YORK STATE DEPARTMENT OF STATE -' DIVISION OF CODE ENFORCEMENT ;(}EP.,'�f2jMENT.�FS'1i JCic: AND ADMINISTRATION i Bunch, Connie From: Bunch, Connie Sent: Monday, February 26, 2018 2:03 PM To: 'Seifert Construction' Subject: RE: Fisher Permit I would contact the Trustees office ASAP because their permit expires 4/20/18—and you will need to get on their agenda now to make the April hearing.—The fee to renew our permit is$1827.00 From:Seifert Construction [mailto:seifertbuilders@gmail.com] Sent: Monday, February 26, 2018 1:45 PM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Subject: Fisher Permit Connie, The permit for Fisher expired on 2/22/18 (permit#40929). Please let me know what do we have to do to renew it? Fisher Jr. 2530 Vanston Road Cutchogue,N.Y. 11935 Thanks, Caroline i Bunch, Connie From: Bunch, Connie Sent: Wednesday, March 28, 2018 10:29 AM To: 'Seifert Construction' Subject: Fisher- 2530 Vanston Road, Cutchogue Here is what's needed for closing out the file on Fisher- Final re-inspection Trustees Certificate of Compliance Final Electrical Certificate Final Health Dept. survey Final stormwater installation approval from Town Engineer Certifications required for footings, foundation, damproofing, spray foam installation and interior footings. Engergy EFF certification Truss ID sticker VF& R Landscape detail and affidavit Certification of installation of the elevator. Have a great day! Connie f UV _� �P 1 Bunch, Connie From: Seifert Construction <seifertbuilders@gmail.com> Sent: Thursday, April 12, 2018 2:37 PM To: Bunch, Connie Subject: Re: Fisher- 2530 Vanston Road, Cutchogue Connie, Can you please let me know if you received certification of installation of the elevator for the Fisher project. l _ C Fisher: Permit #40929 Thanks , �Ao Caroline On Wed, Mar 28, 2018 at 10:28 AM, Bunch, Connie <Connie.Bunch2town.southold.ny.us> wrote: Here is what's needed for closing out the file on Fisher - Final re-inspection Trustees Certificate of Compliance Final Health Dept. survey / Final stormwater installation approval from Town Engineef s foundation dam ^� a Landscape detail and affidavit � vator. I Have a great day! Bunch, Connie From: Bunch, Connie Sent: Friday, August 03, 2018 9:46 AM To: 'Seifert Construction' Subject: Robert Fisher, Jr. 2530 Vanston Road Hi Caroline. The only items w the C/O on BP 40929 (Robert Fisher,Jr) are the final Board of Health and s '*t- �f ca a of Compliance. c _ Have a good day. Connie �.. 1 ENGINE1:WS CERTI IQr l0'!RE0!,F"F?=D. H ALTH ONS. /y�'t A r �q 00/00/2009 • SUB- 4 �.�e �:`0 4�` F 1� +,�'I.:.? DEPT. _ ,"'� F ForLIEtS`EE1.:..l.f, 'n"_k L)Co i1:.71I\L: s�!b/1i OF wku �! Abandonment of existing sanitary syst:.n must be ur FOR FINAL AP Ro A' . Us=�ri�R i�i�'�'�i �-373. _ _ � Roal E comformarlce r',L.1 ��-.;-...,=1 -cnuirer,ient Submit HAP AUG 2 %n TTII1A IANDSUNIBY TOP OF N AND THOMAS GLUC -` , 100o•111-5.2 completed fonn WWi'�•i-_9U a s proof. 4 812 162p 24 2 N 69°39'50"E FINISHED GRApI TO BF FINISH'U GRADE TO-BE ' AD/VSTED TO EL 3s,r (PUBLIC WATER) WADE D E ADJURFO T L 35 P L OF :::•••••••••••'`^� ` B 4D TP�[P RAA,NNt,y.yl 20'OF TO BE MI 3i.P BUII,DING I3- •/, // ` \ ?i \ �, ,� DS REO IURE ENn`" w".u., J 'TOWN SOLI d*" 466.72' E[1LAATF(.W Tn"aE FFF0. ; ` •^ / .F .. CUTCHOGUE w;�;;//// ' , '• \� I - U 4z, N-I / HARBOR ,,�� , /�� Jam..././...........ASSY " - -' • _ XIffING D f............."JIIRM.K. .............. / E� / ,� a 1 / � roa. SF) 7:,':;�' - �spaFuw ` ^:r.;;• r � �, .�[ DRIVEWAY TO BE D __ ' •••••••••'•'••. m / / E%LYING WOOD DECK'... _ / ' T !ASPHALT w/0.ESMN�N:WALLS � � TO BE REMOVED AND "S �•,,� A•A--.-.-2L--''�- _W"` ti�If�LT // REPLACED wI TONE PAT' Ei/WT i1�A"•{• ....... �PFSNTI �\ /.. G/ �1Q��`1S�P (( / ,• 'A FI I POP ELGIUM BLK V V \' �( I Q 7 // / I P' -•7-, \� �... 'k• OR ADDITIONAL PARKIOC EX1fNNG 5moa POOL /i FA L\o[$OIL �(- / ` P` �QV•'CV'' - - _ - _ _ ,�, `..�"? iIA3E 112UI\ W vAv+Dur\ AT.- \ / ,` EL 26' S ` mATFa FAL _ �. ,� � � Y` . -'+5+:_ ` 1,1, w,','rar:y;;•• 1,';,•..... / O� BROWN SILTY SAND WITH I Y y ','.:.. 2 �Y/ - - - ,0]Ovb GRAVEL $IA - -a�/1tr/_T41_ . .... -�- Ir - 4 6 - - 9,6%/� Ate O��� ���1 ,. 8 1 16 TOP OF vr.rm LMF WELL BLUFF TO EFPS.wvSn S3/ A `�_1P'(f• 5 W OLD COVE ROAD 351 1' // \ lBROvw S"-'MD w V1c!'atter�ll�.ne(s) M_n�S�ry llti�� C.��{p��1� - - - - - - - - - - - - - -- --- - I Suffolk County L c pt. Of I lo.,d!I 7?�SNWAO: /O/F (NOT IMPROVED) I - - - C"852-5-00, 48 Hours In A&046RONALD AND MARY GALLA9HER I MARY GALLAGHER AGO SC C` �\� x To SC�1@ uls kapedk1i (S) 1000-111-5.7.2 i� I REVOCABLE LIVING TRUST J (PUBLIC WATE{?J' I ^ A% BROWNF:NEEAND 1000-111-5-7.3 f+ ^i� Q � ) - - - - - - - - - - - (VACANT) - - � M ir g :' JOHN AND MARY RASWEILER SITE PLAN. JOHN ANDD M RY RASWEILER � � / EL 9; p-+ / NO WATER ENCOUNTERED1000-111-5.81000-111-5-9 �/ 0 (PRIVATE WELL>150'FROM . i r� METES 6 BOUNDS (VACANT) Cl �' TESTIEST HOLE DATA 04PROPOSED SEPTIC) SCALE: 1 = 5O -O BY JOHN EHLERS Z33� f M,DONALDGEOSCIF%CE DATED:10/25/15 "a. u23nols Y'+�1 FIN.FL.36.5' FINISHED GRADE: FINISHED(RADE: MAI Ail S OF SEPTIC SY LOPE S�MAX.) NO ADDITIONAL FILL IS TO BE TRUCKED INV.EL 34.7 1'1`4 IN INv. 33.9' 1'('AIN. f,. IN FROM AN UPLAND SOURCE SCTM# 1 APPROVED PIPEZ PITH 14•' mm PITCH lre'A' 2000 gal. INV.EL INV EL INV.EL , INV E LEACHING DESCRIPTION: SQ.F7.AREA: LOT COVERAGE: 10' SEPTIC TANK B Ems., 34.0' 33.7' 33.2' 33.1' POOL tC'dla.4'd-p MO..ITdm PROPOSED NEW MOUSE: 3,661.0 SO.FT i 16'-6•: PROPOSED EAR PORCH. 314 4 SQ FT 0.7% Q OC INV.EL.30.2' 3'CLEAN ' ' T CLEAN SAND�. 1l--SAND PROPOSED WET PORCH: 426.5 SQ FT. 0.9"b ,- COLLAR !4101l-- 0 O INV.EL 16.4' 31 PROPOSED WER DECK 342'SQ,FT. D.B 9L MIN. 1.1-NG POOL 934 5 SO FT 2 0'fb - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES x, o SITE DATA: SCTM#1000-111-5-3 PERMIT FOR APPROVAL OF CONST RUC T lora FOR A PROPOSED 6 BEDROOM SEPTIC SYSTEM DETAIL DESCRIPTION: SQ.FT AREA: LOT COVERAGE: (NOT TO SCALE) SINGL, l PROPERTY 5..517*SQ FT 1.25 ACRES 'E wr/1 N U ';,aHl..Y i?l:GI's)f~itiCE Cali 1 Vl 5M PROPER:,WETLANDS. 3.625 SQ FT U DATE 2 7 2016 SEPTIC TANK LEACHING POOLS BUILD BIE AND 45.667 SQ FT 095 ACRES ESTIMATEU AREA OF 3a.0a5 Sp R �- C,pOUND IRSTLRBANCE NOTES: NOTE; EPyY _ 1).MINIMUM SEPTIC TANK CAPACITIES IS 2DOO GALLONS. 1) MINIMUM LEACHING SYSTEM IS 1 POOL:17'DEEP IC DIA NON TURF BUFFER 2'6D SQ FT APPROVED ,•--,_„-� ___ 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 pSl AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECA57.REINFORCED CONCRETE DESCRIPTION: SQ.FT AREA: LOT COVERAGE: ''�� BEDROOMS�_ 28 DAYS. (OR EQUAL) For;*AAXtis a rr", V E R O^uR7S DRAWN: 1.iH/MS 3).WALLTHIKNESS SHALLBE A MINIMUM OF 3EXISTING HOUSE 2.II4 0 SQ Fr. 46°A {, �'`-'I��' SCALE, SF K PLAN C ' ATOP THICKNESS OF 6"AND 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). EXPIRES THREE YEARS F:ROM DATE �'--APPROVAL JOR H' BOTTOM THICKNESS OF 4'ALL WALLS.BOTTOM AND TOP SHALL CONTAIN EXISTING H70.CHNECk 4ee D SQ FT I I r. REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf 4)A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE - Ap.1 14,2016 � 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT MAINTAINED EXIST.AG POOL: 9345 SQ.FT, 2D Y, SHEET NUMBER: 5).AN B'MIN DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL EXISTING POOL DECK. 1.212.0 SQ.FT 2-% j� /► 5).THE MAXI LERIC ANKSHALLBEINSTNA AT LEVEL 3-ALL DIRECTIONS(WITHA BE MAINTAINED. SEE ATTR-,.-:;:;.CJ �?:�C1�2SL1 `-ONDI S ION �- 1 L MAX TOLERANCE OF�)-114')ON A MINIMUM 3'THICK BED OF COMPACTED 1 SAND OR PEA GRAVEL. TOTAL 4.748.5 SQ FT. to+^s G?:r�Lu 7,73^ L�E ,R � !1 p-v f, F^I ©T ��, 6)A 10'MIN DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. v E 1 C-, 1�LA A V v PLOT REVISIONS. HEALTH DEPT. 00/00/]009 N �OF ROBIN AND THOMAS GLUCK N FINISHED GRADE TO BE 1000-111-5-2 FINISHED GRADE TO BE 10 ADJUSTED TO EL, 35.8' (PUBLIC WATER) ADJUSTED TO EL. 35.8' 36 GRADE TO BE MI . 35.8' 38 i ,+ 40 PROPOSED RETAINING WALL 42 20'OF SEPTIC Sy EM PER \ TOW EL.42' SCHDS REQUIRE ENTS \ _ — tel. DW t \ IOW t \ «' tM►it� BUILDING 24.3' MOVED FINISHED GRADE EL.35.8' 13" TOP OF RET.WALL a MAINTAIN w/I 20'OF SEPTIC EL. 36.0' - - 62.0' �. 1 _ a Q C (SEE SITE PLAN) 1 \ \ 200ogal. -- 1d.0` \ ° No.4 REBARi O ^+ y PEXPOL I \ ® 2'O.C. > 1 \ 11-9 �, —F — W 2 I E 1 No.4 REBAR FINISHED GRAD )-241;y. HOUSE b ...... a"� !�C @ 2'O.C. ° EL.30.0'•34.0' Ex.I ssry HOUSE —TI PORCH—COVERED RETAINING WALL D (VARIES) 1 ry — =QW EL. 36.0 \ ry W N.FL.EL.36.5' i F a, \ r FIN.RL.EL.26.3' _ EXISTING DRIVEWAY TO BEA MEMBRANE WATERPROOFING 1 \ ` TEEING WALL (ASPHALT w_/ RETAINING SEPTIC SYSTEM SIDE ° 1 2, ` t ® TOW EL6.0 ,p ��v �qE OF Ns Q..I ° w PARTIAL SITE PLAN SCALE: 1" = 20'-0' 49" ,7' Z SCT��# 1000-111 -5-3 D No.4 REBAR @ 12"OC to a x �z Ilk z 12" Ile u No.4 REBAR @ 12"O.C. y 6'-7" DRAWN MH/NfS SCALK SFR PLAN JOR 4: AM!14,:1116 PROPOSED CONIC. RETAINING WALL DETAIL SHEET NUMBER: (NOT TO SCALE) S-2 REVISIONS. HEALTH 00�00�7009 DEPT. r EXISTING FINISHED GRADE EL.40'-42' 13' TOP OF RET.WALL ALONG PROPERTY LINE EL.42.0' (SEE SITE PLAN) o R R No.4 REBAR N a p p2'O.C. ' Na.4 REBAR FINISHED GRADE o p 2'O.C. AT SEPTIC AREA EL. 35.8' a 's. ' D MEMBRANE WATERPROOFs` • p SEPTIC SYSTEMSIDE - IN SCy4? Verba.• w 49" 17" dh3 No.4 REBAR @ 12"OC opE.O ►�1E� O D �,y D o ° D 4 121000-111 -5 -3 SCTM# W u a No.4 REBAR®12"O.C. 6,•7„ H �Z d PROPOSED CONC. RETAINING WALL DETAIL W °o x ox (NOT TO SCALE) N DRAWN: T4H/MS SCALP.: SPF.PLAN JOR W Apn114,2016 SHEET NUMBER. S-3 A ALL=WAYS ► ELEVATOR, iNc. www A11WaysElevatorInc.cosn "All-Ways At Your Service" Letter of Transmittal Date October 9,2017 To Town of Southold Building Department Via. UPS Town Hall Annex Building 54375 Route 25 Re Fisher Residence Southold, NY 11971 2530 Vanston Rd, Cutchogue Quantity Number Description 4 ALWY-17489 7 Page Elevator Layout Signed&Sealed Enclosed please find the signed& sealed 7 Page Elevator Layout Drawings to accompany permit#40929. Should you need anthing additional,please don't hesitate to contact our office Thank you, JoAnne Longo All-Ways Elevator, Inc. D [EC[E0V[E DD OCT 1 1 2011 S'UUDM DEPT. TOWN OF SOUTHOLD MEMBER OF CSM a Main Office:5 Davids Drive,Hauppauge,NY 11788 z Branch Office:62-26 Myrtle Avenue, Suite 103, Glendale, NewYork 11385 E ,CIV/ Ph:631-563-1240 Ph:718-628-1240 Fax:631-563-1246 ® � V v D OCT 1 1 2017 4L E VO TO R m a n u f a c t u r i n g DMIA--ANG DFPT- company, Inc. TOWN OF SOUTHOLD P.O. BOX 749, 5191 STUMP ROAD, PLUMSTEADVILLE, PA 18949 PHONE/ 215-766-3380, FAXI 215-766-3385, WEBSITE: CUSTOMB"AMRINC.COM ROPED HYDRAULIC RESIDENTIAL ELEVATOR LAYOUT DRAWING SUBMITTAL CUSTOMER: ALL—WAYS ELEVATOR, INC. ADDRESS: 5 DAVIDS DRIVE HAUPPAUGE, NY 11788 USA PHONE#: 631-563-1240 FAX#: 631-563-1246 CONTACT: RICHARD DALVANO PROJECT NAME: FISHER RESIDENCE LOCATION: 2530 VANSTON ROAD CUTCHOGUE, NY 11935 CUSTOMER P.O. do/OR REFERENCE#: 3994-7/17 OF NEI, DRAWN BY: WES HERRMANN Q- xl'ONY PRELIMINARY DATE: 07-18-17 CID APPROVED BY: LYDIA GUERRIERO APPROVED DATE: 9/20/17 ac RELEASED BY: BRYAN MACK FINAL DATE: 9/21/17 REVISIONS FINAL REV. DATE DESCRIPTION: 1 07-21-17 LAYOUT WAS IL-1, PLATFORM WAS 3'-5"W X 5'-0"D—W.H. 2 08-09-17 H/W WAS 5'-6"D, PLATFORM WAS 4'-11"D — W.H. JOB NAME: 3 9/21/17 H/W WAS 4'-7"W, ADD ADJ. R/B'S, FINAL FISHER RESIDENCE DRAWING NUMBER: ALWY-17489 PAGE I OF 7 v CONTRACT DATA CHARACTERISTICS: CAPACITY: 950 LBS. OPENINGS: 2 IN-LINE SPEED: 40 F.P.M. TOTAL TRAVEL: 10'-7" LANDINGS: 2 OPERATION: S.A.P.B. EQUIPMENT: MOTOR HORSEPOWER: 3 RPM: 1725 PLUNGER: 2 3/4" .188 WALL PIECE (S): 1 F.LA.: 14 L.R.A.: 56 CYLINDER: 4 1/2- / .237 WALL PIECE (S): 1 G.P.M.: 6.2 UP DOWN OVERTRAVEL: 3" / 5" WORKING PSI: 625 HOIST CABLES: 2 3/8" DIA. - 6 x 19 RELIEF PSI: 781 GUIDE RAILS: 8 LBS./FT. OIL LINE: 3/4" NOM. SCH. 80 1.05 O.D., .154 WALL CAR SAFETY: TYPE "A" OIL REQUIRED: 35 GALS. TYPE: AW68 BUFFERS: RUBBER PIPE RUPTURE VALVE: 3/4" HOISTWAY DOOR LOCKS: E.M.I. CAR CAM: N/A ELECTRICAL: CAR WEIGHTS: MAIN POWER: 220-1-60 HZ - 30 AMP SLING: 210 LBS. MISC.: 90 LBS. LIGHT POWER: 110-1-60 HZ - 15 AMP CAB: 386 LBS. PLUNGER: 55 LBS. SIGNAL VOLTAGE: 24 VDC EMPTY CAR: 686 LBS. EMERGENCY POWER: 110 VAC U.P.S. CAB DESCRIPTION: SIGNAL FIXTURES: B-1 CAB MODEL: CLASSIC CAR STATION: FINISH: BRUSHED ST. STL. WALL FINISH: UNF. SHOP-GRADE BIRCH N CALL BUTTONS W ACK. LIGHTS CEILING TYPE: C-1 ®ALARM SIREN W PUSH BUTTON CEILING FINISH: WHITE MELAMINE N PUSH PULL EMERGENCY STOP SWITCH CAB LIGHTING: 2 DOWN LIGHTS N CAR LIGHT ROCKER SWITCH CAB SILL (S): ALUMINUM N DIGITAL CAR P.I. W ARROWS HANDRAIL: BRUSHED STAINLESS STEEL - FLAT N EMERGENCY CAB LIGHTING FINISHED FLOOR: 3/4" (BY OTHERS) ❑KEYED (OPTION) CAR DOOR DESCRIPTION: DOOR TYPE: ACCORDION OPTIONAL: DOOR FINISH: H W UNF. BIRCH N PHONE BOX FINISH: BRUSHED ST. STL. OPERATION: N MANUAL ❑POWER HALL STATIONS: FINISUfj OTHER OPTIONS: NCALL BUTTON W ACK. L I G H Q- oN y Sor O • PRE-WIRE CAR ONLY ADJ. MACHINE ROOM ®CAR HERE LIGHTEl KEYED (OPTION) • 3/4" DIA. X 6'-0" LG. HOSE ASSY. W/DBL SWIVELS i � CONTROLLER PROVISIONS FOR E.M.I. LOCKS , • ADJUSTABLE RAIL BRACKETS s o 46, pR�FESS10���' �ol FINA ALL—WAYS ELEVATOR 2530 VANSTON ROAD P.O. BOX 749 5191 STUMP RD. PROJECT: FISHER RESIDENCE CUTCHOGUE, NY PHONE: PLUMSTE: 215-766-3380 15 E, 6 180 PRELIMINARY DATE: APPROVED BY FINAL DATE: FAX: 215 1766 633850 07-18-17 9/21/17 LEVRiTOit 4 ROPED HYDRAULIC DRAWN BY: W.H. REV. III: DRAWING NUMBER: M 1t v I:c t I n e1" SCALE: N.T.S. 3 ALWY-17489 RESIDENTIAL ELEVATOR PLAN NUMBER: Contract Data PAGE 2 OF 7 REVISIONS REV DATE DESCRIPTION FINAL 4'-6" CLEAR FINISHED HOISTWAY ^ a 9rIF4 3'-5" PLATFORM 4" S-3" INSIDE CAR z RAIL (NOMINAL) 5 v 4 3/4" 1/4" i N F , W M J V CD HANDRAIL Z In mN 6 2Zr Z ir J 0] S 0 W N oY w a If 0 I ■ cV U CAR OPERATING e d U PANEL , � O Lo CAR COLUMN I 2'-10' in t4 CLEAR CAB OPNG. 3/4"� -- ---- LLJ SOF N6 HOISTWAY DOOR Q 0 ACCORDION TYPE LOCK (TYP.) tail z co- `�()NY SO Off 3" POCKET CAR CATE WITH \ `t r (�` C� 1'-0" 3'-0" WIDE SWING DOOR 6" OPENING O FLOOR 1 REF. i r; ONLY ZHALL AT ALL�AFLOORS vJ Ger sl8 a�/ F� GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT HOISTWAY PLAN (( DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM SILL TO BEAM ABOVE. INSIDE SURFACE OF HOISTWAY MUST BE FLUSH. (IR-1-950) 2.ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. P.O. BOX 749 5191 STUMP RD. 3.ALL BLOCKOUTS FOR HALL BUTTONS MUST BE PROVIDED. LOCATION TO BE COORDINATED WITH ELEVATOR CONTRACTOR. £ r P PHONE. 766-3380 9 4.KILN DRIED, SOLID CORE, WOOD OR STEEL HOISTWAY DOORS, ENTRANCES, SILLS, j4 LE VEiT0R FAX: 215-766-3385 AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE "•�•p y' " ROPED HYDRAULIC REQUIRED. ALL HOISTWAY DOOR OPENINGS MUST BE PLUMB FROM FLOOR TO FLOOR ' "� RESIDENTIAL ELEVATOR WITHIN 1/8' (NO DEVIATIONS). IT IS RECOMMENDED THAT ENTIRE WALL AROUND EACH ALL-WAYS ELEVATOR 2530 VANSTON ROAD OPENING BE LEFT OPEN UNTIL ALL HOISTWAY FRAMES/DOORS ARE SET IN PLACE PROJECT: FISHER RESIDENCE CUTCHOGUE, NY 5. DISTANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3/4' AND CLEARANCE PRELIMINARY DATE APPROVED BY FINAL DATE- BETWEEN HOISTWAY DOOR AND CAR GATE MUST REJECT A 4' DIA. BALL AT ALL POINTS 07-18-17 9/21/17 PER ANSI/ASME A17.1-2018 CODE 6.ALL WALL PATCHING, PAINTING, AND GROUTING BY OTHERS_ DRAWN By.W.H. REV. III: DRAWING NUMBER: 7. FINISHED CAB FLOORING IS TO BE FURNISHED AND INSTALLED BY OTHERS. SCAIE: N.T.S. 3 ALWY-17489 PLAN NUMBER IR-1-950 PAGE 3 OF 7 J REVISIONS REV DATE DESCRIPTION 2'-10" CLEAR CAB OPNG. 3/4" MAX. ————— HOISTWAY DOOR ACCORDION TYPE LOCK (TYP.) CAR GATE WITH 3' POCKET 1'-0 1/2" 3'-0" WIDE SWING DOOR 5 1/2- REF. OPENING O FLOOR B ONLY WILL STATION TYP. AT ALL FLOORS SOF NEj,Y �pNY SprT � co 11 �r l �ROFESSIONP� GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. FINISHED HOISTWAY MUST CONFORM TO THE DIMENSIONS INDICATED ON LAYOUT HOISTWAY PLAN DRAWINGS. ALL WALLS AND SIDE MEMBERS MUST BE SQUARE AND EXTEND FROM p SILL TO BEAM ABOVE. INSIDE SURFACE OF Ho1STWAY MUST BE FLUSH. (IR-1-950) 2.ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL FORCES INDICATED. P.O. BOX 749 5191 STUMP RD. 3 __COORDINATED FOR ELEVATOR CONTR380 ACTOR BE PROVIDED. LOCATION TO BE L, ,J � P�MSTFADVILLE, 3 9 NE. 215 4. KILN DRIED, SOLID CORE, WOOD OR STEEL. HOISTWAY DOORS, ENTRANCES, SILLS, �-E L E V!R TOR FAX: 215-788-3385 AND ASSOCIATED FRAMING TO BE PROVIDED AND INSTALLED BY THE PURCHASER •rr�.scusir� OR GENERAL CONTRACTOR. DOOR CLOSERS OR SPRING LOADED HINGES ARE � <.,,�,ry, �.<. ROPED HYDRAULIC REQUIRED. ALL HOISTWAY DOOR OPENINGS MUST BE PLUMB FROM FLOOR TO FLOOR RESIDENTIAL ELEVATOR WITHIN 1/8' (NO DEVIATIONS). T IS RECOMMENDED THAT ENTIRE WALL AROUND EACH ALL—WAYS ELEVATOR 25M VANSTON ROAD OPENING BE LEFT OPEN UNTIL ALL HOISTWAY FRAMES/DOORS ARE SET IN PLACE 5. DISTANCE BETWEEN HOISTWAY DOOR AND SILL MUST NOT EXCEED 3/4' AND CLEARANCE PROJECT FISHER RESIDENCE CUTCHOCUE NY BETWEEN HOISTWAY DOOR AND CAR GATE MUST REJECT A 4' DIA. BALL AT ALL POINTS PREIJMINARY DATE APPROVED BY FINAL MITE PER ANSI/ASME A17.1-2018 CODE 07-18-17 9/21/17 8.ALL WAIL PATCHING, PAINTING, AND GROUTING BY OTHERS. DRAWN BY:W.H. REV. DRAWING NUMBER: 7. FINISHED CAB FLOORING IS TO BE FURNISHED AND INSTALLED BY OTHERS. SCALE. N.T.S. 3 ALWY-17489 PLAN NUMBER: IR-1-950 PAGE 4 OF 7 v GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1.A FINISHED HOTS WAY GUARAMEED RAW WITHIN 1/2-FROM TOP TO BOTTOM.AND CONFORMING TO THE DIMENSIONS INDICATED ON LAYOUT DRAWING PROVIDED.ALL WALLS AND SIDE MEhMRS MUST 13E SOUARE AM EXTEND FROM SILL TO BEAM ABOVE INSIDE U SURFACE OF HOISTWAY MUST BE FLUSH 9AERlOR H HOISIWAY SHOULD FINISHED PRIOR TO MWALIATION. HOM MAY DOORS MUST BE PLUMB FROM FLOOR TO FLOOR WRITIN 1/6'(NO DEVIATIONS). HOISIWAY MUST BE CONSTRUCTED IN ACCORDANCE WITH ASME A17.1 AND ALL STATE AND LOCAL BUILDING CODE REOUNEMENT. n 2.WHERE WOOD FRMS COISIRUCITON 6 USED, DOUBLE 2'X 12'.ST'ACED AS IOX7ITED ON LAYOUT DRAWINGS.AND EXTENDING THE FULL HEIGHT OF THE HOWWAY ARE = RECOMMENDED. ce I II > 3.FOR MASONRY MALLS. INSERTS SHALL BE PROVIDED BY ELEVATOR CONTRACTOR AND to _ O INSTALLED BY THE GENERAL CONTRACTOR. w 4.TOTAL TRAVEL DISTANCE FROM FINISHED BOTTOM FLOOR TO FINISHED TOP FLOOR = MUST BE HELD wn4 N 1'OF THAT SHOWN ON LAYOUT DRAWING. S.OVERHEAD CLEARANCE: (TDP FLOOR TO UNDERSIDE OF HOISiWAY CEYENC OR OBSTRUCTION) ro BE MAINTAINED PER THESE LAYOUTS. IF 9'-6'CANNOT BE ACHIEVED. .� CONTACT FACTOR'FOR ALTERNATE ARRANGEMENT. • I 6.A POURED PIT CONFORMING TO THE DIMENSIONS INDICATED ON THE LAYOUT DRAWINGS m W I � MUST BE PROVIDED.THE PR MUSE BE DESIGNED FOR THE IMPACT LOAD RDII/ITFD AND O m MUST BE GUARANTEED DRY AND LEVEL FROM WALL TO WALL. N I( ( I II 7.A SUMP PUMP AND SUMP PUMP HOLE WITH COVER IS RECOMMENDED IN THE ELEVATOR PIT WHERE WATER SEEPAGE IS ENCOUNTERED.A RECEPTACLE 5 REQUIRED IF A pSUMP PUMP IS FURNISHED. COORDIATE LOCATION WITH ELEVATOR CONTRACTOR. d 6.A PIT LIGHT WITH SWITCH IF REQUIRED BY LOCAL CODE N III 1 9.ALL SCREFIS. RNLwm.STEPS,AND LADDERS AS REOURED FOR LEGAL HOISTWAY. 10.BMRRACCADES OUTSIDE ALL HOISIWAY OPENINGS FOR PROTECTION SHALL BE PROVCED AND INSTALLED BY GENERAL CONTRACTOR. I F RAIL BRKT. SPACING CHART W0 uj a BRKT. ELEV. FROM PEDESTAL CYL RAIL N0. PIT FLOOR BRKT. BRKT. BRKT. a 9 8 LB/FT GUIDE o = - } 8 RAILS REQ'D. Li CL 3 7 NO. OF RAIL �iH 6 PCS. LENGTH Li • i 5 20'-3' 2 5'-7' j 4 14'-4' 2 10'-0' 3 9'-8' 2 5'-0' J 2 5'-11' 75 I � 1 2'-3- LANDING LOCATION CHART MJ C', LANDING FRONT REAR SIDE CL I 1 49 � a o B L5 F NE L5 CL !/ M I P NY 80T �O:.p C } ` * PIT REACTIONS W , LL, S b, r f OAD ONJACK 4275 LBS LOAD ON BUFFERS 4750 LBS N Z W '� F�ss�oN . OP HOISTWAY ELEVATION m a ao P.O. BOX 749 5191 STUMP RD. )� E PLUMSTEADVILLE, PA. 18949 PHONE: 215-766-3380 °; o /ALEVOTOit FAX: 215-766-3385 CID • m tO LW°nolaetwring ROPED HYDRAULIC i oz I B comp�Wy, Tec. RESIDENTIAL ELEVATOR aw ALL-WAYS ELEVATOR 2530 VANSTON ROAD FN to PROJECT: FISHER RESIDENCE CUTCHOGUE, NY PRELIMINARY DATE: APPROVED BY FINAL DATE: 07-18-17 9/21/17 �_ DRAWN BY: W.H. REV. #: DRAWING NUMBER: 0o SCALE: N.T.S. 3 ALWY-17489 PLAN NUMBER: 2 STOP ELEVATION PAGE 5 OF 7 r GENERAL NOTES AND PROVISIONS REQUIRED BY OTHERS 1. ADEQUATE SUPPORTS MUST BE PROVIDED FOR FASTENING RAIL BRACKETS AS INDICATED ON THE LAYOUT DRAWINGS. SUPPORTS MUST WITHSTAND RAIL RS FORCES INDICATED. rr 2. WHERE WOOD FRAME CONSTRUCTION IS USED, DOUBLE 2' X 12' SPACED ZO AS INDICATED ON LAYOUT DRAWINGS, AND EXTENDING THE FULL HEIGHT OF THE Y ARE RECOMMENDED.MASONRY 3. FOR MASONRY WALLS, INSERTS SWILL BE PROVIDED BY ELEVATOR CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 3 p FINAL 1-1*'II •z1 R1 R2 Lc_ (4) X01 NOTE: ' 0, RAIL BRACKET AND PEDESTAL I nr' �� 5 BASE MOUNTING HARDWARE IS 1 TO BE FURNISHED BY ELEVATOR CONTRACTOR Ffil ULF W" ,93 � FIXED RAIL BRACKET (STANDARD) p p RAIL FORCES pF NF / R1 105 LBS ���� ONY 80T `Q /� R2 250 LBS c) t��' R3 3,730 LBS qr OFESSIO��P�- 16a � RAIL BRACKET ons NIX 12 P.O. BOX 749 5191 STUMP RD. / �� � ( �. ,'',�G�t� ?� �J' PLUMSTEADVILLE. PA. 18949 PHONE: 215-766-3380 16 L E V O TO R FAX: 215-766-3385 manr�aeturTa9 ROPED HYDRAULIC tompaar, Iat. RESIDENTIAL ELEVATOR 6- ALL—WAYS ELEVATOR 2530 VANSTON ROAD z' PROJECT: FISHER RESIDENCE CUTCHOGUE, NY (2 PRELIMINARY DATE: APPROVED BY FINAL DATE: ADJUSTABLE RAIL BRACKET 07-18-17 9/21/17 DRAWN BY: W.H. REV. III: DRAWING NUMBER: (OPTIONAL) SCALE: N.T.S. 3 ALWY-17489 PLAN NUMBER: Rail brkts. PAGE 6 OF 7 u MACHINE ROOM LAYOUT O TELEPHONE CONNECTION =DErAJL EILI ES)ERMAIN LINE P U DISCONNECT & CAB `� LIGHTING DISCONNECT N ABOVE J 2 Q In Z 0 O E 0_ O o LIGHT SW. & GFI Of w 0 DUPLEX RECEPTACLE o Q Of U m Q oL auw IK W J () U W ' J m - W \ J Z I co O I 12 1/2' (f1 TANK) Z 29 3/4' (f1 T 1'-3" o. 3'-0" MIN. CLEAR 6" 1WN WITH CONTROLLER MOUNTED TO PUMP UNIT. CAN BE SUPPLIED LOOSE FOR WALL MOUNTING. 4'-9" RECOMENDED MINIMUM 2) f2 TANK IS USED WHEN TRAVELS D(CEED 50'-0' AND FOR 10 HP MOTORS. 3) OIL OUTLET LOCATED ON RIGHT OR LEFT SIDE. OF NE ° F I NAL w �- ASME A17.1.RULE 3.19.3.3.1 FL.DMLE HOSE AND FITTING -r' ASSEMBLIES SHALL NOT BE INSTALLED WITHIN THE HOISIWAY NOR PROJECT IWO OR THROUGH GENERAL NOTES AND PROVISIONS ANY WALL, REQUIRED BY OTHERS PIPE MATERIAL AND ASSOCIATED FITTINGS SHALL COMPLY WITH ASME A17.1, SEMION 3.19 AND SWILL BE 1. AN ADJACENT MACHINE ROOM BUILT TO CONFORM TO THE LAYOUT DRAWINGS LFC C)C�688 ��� FURNISHED ElY THE ELEVATOR HAVE SUITABELEAI�E�D LA ocl�uA13 STATE OR A LOCAL CCONVENIEENCE oun ET, AND TPIo HALL PROF CONTRACRX GNP LIGHT SWITCH. MACHINE ROOM TEMPERATURE MUST BE MAINTAINED BETWEEN ���� 60 AND 100 DEGREES FAHRENHEIT. RELATIVE HUMIDITY NOT TO EXCEED 95%. MACHINE �A 2. A 22OV, SINGLE PHASE, (30 AMP.O 3HP or 60 AMP.O 5HP) SERVICE WITH NEUTRAL MA IG` ROOM OOM TO A LOCKABLE SAFETY DISCONNECT SWITCH, FUSED WITH TIME DELAY FUSES SHALL BE FURNISHED IN THE MACHINE ROOM IN ACCORDANCE WITH N.E.C. A NORMALLY OPEN ELECTRIC INTERLOCK CONTACT IS REQUIRED IN THE P.O. BOX 749 5191 STUMP RD. SWITCH FOR BATTERY ISOLATION. (3 HP) SOURCE FOR SINGLE PHASE , I PLUMSTEADVILLE, PA. 18949 HEAVY DUTY SWITCHES (OR EQUAL): SQUARE 'D' CATf H-221 N: C/ t l ELECTRIC INTERLOCK fEIK-031. ITE CAT.fSN-321; ELECTRIC INTERLOCK TSC-3. PHONE: 215-766-3380FAX: 215-766-3385 CUTLER HAMMER CAT. fDH221NGK; ELECTRIC INTERLOCK fDS200EKI. LE VflT0/Z (5 HP) SOURCE FOR SINGLE PHASE HEAVY DUTY SWITCHES (OR EQUAL): SQUARE b' CAT/H222N ELECTRIC INTERLOCK EK-300-1: in a a u r a c r o r I a q ROPED HYDRAULIC ITE CAT.fSN-322 ELECTRIC INTERLOCK TSC-5. company, Enc, RESIDENTIAL ELEVATOR CUTLER HAMMER CAT. fDH222NGK ELECTRIC INTERLOCK fDS2ODEK1. 3. A 120V AC, SINGLE PHASE, 15 AMP. SERVICE TO A LOCKABLE FUSED DISCONNECT ALL—WAYS ELEVATOR 2530 VANSTON ROAD SWITCH, OR CIRCUIT BREAKER LOCATED IN THE MACHINE ROOM SFWl BE PROVIDED PROJECT: FISHER RESIDENCE CUTCHOGUE, NY FOR THE CAB LIGHTING IN ACCORDANCE WITH N.E.C. PRELIMINARY DATE: APPROVED BY FINAL DATE: 4. A TELEPHONE UNE TO THE MACHINE ROOM AND TIED INTO THE ELEVATOR CONTROLLER AS PER ASME A17.1 CODE. 07-18-17 9/21/17 5. MACHINE ROOM VENTS IF REQUIRED BY LOCAL CODE DRAWN BY: W.H. REV_ #: DRAWING NUMBER: S. KNOCK-OUT IN WALLS BETWEEN THE MACHINE ROOM AND ELEVATOR HOISTWAY FOR ROUTING HYDRAULIC AND ELECTRICAL LINES SHALL BE COORDINATED SCALE: N.T.S. 3 ALWY-17489 WITH ELEVATOR CONTRACTOR. PLAN NUMBER: Machine rooms PAGE 7 OF 7 SURVEY OF PROPERTY 51 TUATE: NA55AU POI N r TOWN: 5OUTHOLD 5UFFOLk COUNTY, NY / SURVEYED: AU6U5T 28, 2013 N SUFFOLK GOUNTY TAX # / 1000-111-5-3 w / CIERTEMD TO: s / /Robert P.]Fisher,Jr. Noreen Fisher (Fidelity National Title]insurance Services,LLC , p� d, 0N 0ank ewe � � / / / � ,,' �• pL Q VA Of �ro,mUS \A0f Err°e Wk W, Oki V III 1111 I -0\ ° ob� - 1k tiocy `Cicay� p d I I I I I I i I I I ��Pca� Ap o w z ao \as 111111 I0#1 10) oc Ob wood dock float ram ��Ql d / 11133\ D j °° 24- 90 4 0 �� •/ Ca p o�m o h / V'\ �a r / (�a\d j CLo of NE � �� G• E , L��O '1h�aRharlxed aMratbn or atltlNbn to a wrvey �( map'be q.M—d lald.a 'oe.seal le a t btlon of sectbn'1]09,e�bdM.bn 2,of tb 'SQ`O � � Wn York StaFs Etlucdbn Lbr' i 'Only eopbf Iran eM orl Mql of MM.urvwy ked with ergnal we wne.nr.-eyorti NOTES: '* .t.,mped real wwu w can.bered to bs wnd r� �' Gopl..• "Gertllkatlore Mlcated ker.an.gnlry M�qt thb Q' «..»y.a.preps.-sd n aceoMorw.rnth eke..- `� O ktYly Gotl.of Rnctks for t S Yt5--Pado t MONUMENT FOUND tM .l ork lots Mea¢obn L-d� Prol.e.bed by N. nal .i LaM 5u'v.yory 5dd Gertlrkatk .InlI M only ✓is JAI oe on°n.pwhcir w nt ap�y�9 PMeyned, ELEVATIONS REFERENCE N6VD'29 aysry-dlendtyNttatbtbelgtedFy.p,a, F�i.AND to ne—9—or d.W-9 rl."WLb cermra- T �T Cn b twn.a e a sl.dde l W codon. pwuv Jolly] AREA = 54,51-7 5F OR 1.25 ACRES C. EHLERS LAND SURVEYOR GRAPH I G SCALE 1"=30' 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 �,N.Y.11901 369-8288 Fax 369-8287 - REF.-C:\Usm\lohn\Dropbox\13\13-173.pro v+noe ««.MM GWr.W.lprv�a,.n,p,.e SURVEY OF PROPERTY _• . .� .. SITUATE: NA55AU POINT =� TOWN: 5OUTHOLD / SUFFOLK COUNTY, NY SURVEYED: AUGUST 28, 2013 WETLAND FLA65 SEPT. 15, 2015 „,$• w,_, ADDITIONAL TOPO 10-25-2015 FOUNDATION LOCATION 12-15-2016 w FINAL 0-7-16-2018, Oa-14-2018 0 SUFFOLK COUNTY TAX # S .' 1000 - 111 - 5 - 3 ' 0 CERTIFIED TO: p1M Robert P.Fisher,Jr. Noreen Fisher ' Vq K<0 0C Fidelity National Title Insurance Services,LLC �i F {�'OlJ cTV ^_cA1 0 0' t. _ Mt�7rAcfvT Op HEALTH SERVICES or wooAP a ;1 c�h';;LG F.A<1,L`'i�ErG 4'✓�R1!.`�E�� � O� �mU� Q�`T � •�•�Q•(` S.G.D.H.S. REF. # RIO — 16 — 0002 pa OCT 0 5 2018 �, SEprt�OE 5y��vG r W ReF. P 4 v. 1 p 6 -ono o�' o� �rO�a f1�� M a: Ity;^ 19tiet a+ �° Laid D 1�( � V o arOOr cerfified t 4hPs r i,�iS 10c;;80n have been (1 Y De amen,ar other a;enae;a,� U be sao�tact�Y FOR R A MAXImuM E Oby / / -Z $�DROOMS, OCT 1 8 2018 rcraig Kne - t="° �a., Fence \ 6oR g�rg�77j'�' Tt�T PP�r,�P.E.,Chibf - \n Unk' —24.0' BUILDUM DEPT- G — — — � 41.1' G? / i'VN OF SOiTTIIOLD s � 1�69 9ObM o�� ti N W w� R al U Q I °' am n - �lg foo\ / OC(a0 01. Hood dock QI ot\o / float Q C \ ceto \ �� e \ - P�o X goo\ I / \12 o P` I / -I—-x v r B Of""'f OJ 0 4 / 0 1 ' 1 rt \, -X5�\fl + vna�tnorf�ea alteauon or mdrtfon to 0 5�-�®y map e.>alnq a ucensed lana surveyors Seal le o viola[bn cf sectbn 1209,ziM-dNlsbn 2,t,f the NOTES: I � I NeN Yark SLrte Edxa[lon Lo+° �i `'• `� SSS / °only copies from the orlgmol of tnls survey �� � -' ;� r rwrkeed rv�tn an orL9Atai of tha IaM z veyor (P stamped I wu Ix derod to r,e oua o-ue ■ MONUMENT FOUND �`��V�✓� 50` �� X185 .\ -erNflcatr�v5 halcateA hereon signify that tnb LANDlJ w ey W s p eparea m a cacao a ltn TIDAL WETLANDS BOUNDARY AS DELINEATED BY EN—CONSULTANTS, 8-25-15 SHOWN THUS g AND NUMBERED EI— E� °—r'—t-s=o atm—.yo —° Land Svtveyors �xalJ cerNFlcatbns snail run only to the person For ham the survey Is prepmea, acid on hit benalf to t thetitle cormany,gevermman- tal d)eruy a.v]iendina hstltvf bri Ilstud Hereon curd ELEVATIONS REFERENCE N6VD'2Q a t�asslg eea of Ne ie dmg metf Llan �rtlflra- [lane are n�t vanefermle to a f,,laanol mstlt.tfans AREA = 54,511 SF OR 1.25 ACRES JOHN C. EHLERS LAND SURVEYOR BUILDABLE AREA LANDWARD OF THE TOP OF SLOPE IS 45,667 S.F. 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SCALE I"=30' RIVERHEAD,N.Y. 11901 631-369-8288 REF.-C:\UsersVohn\Dropbox\13\13-173 Final.pro 5UR\/EY OF PROPERTY 51TUATE: NA55AtU POINT / TOWN: 5OUTHOLD 5UFFOLK GOUNTY, NY / SURVEYED: AUOU5T 28, 2015 WETLAND FLAC75 SEPT. 15, 2015 / ADDITIONAL TOPO 10-25-2015 FOUNDATION LOCATION 12-15-2016 W OilFINAL 07-16-2018, Oa-14-2018, II-16-2018 SUFFOLK COUNTY TAX # 1000 — III - 5 - 5 o Cep Q� C)EItTUIED TO: �p p�c� Robert P.)Fisher,Jr. Noreen Fisher of sher ^^ e Fidelity National Title Insurance Services,ILC A661 v� "r� Erie �, / tp� 00p �vO,� /'/'CoQ 5.G.D.H.5. REF. # RIO — 16 — 0002 �0v ��05 J h ��� VA Of 0,00 6) ° Joey D ?!_.� F I D�C� eroO ,. _24.o' � _� J 990 w,.-rs-- }'i-e^�--•-..,,-tee �6 TOWN OF SOU UOLD p1� �0 � � � ^• ��N9 �` � k/ u N - 6 V �Irn — mo �gx I �' o \� x ° io Yk wood 011\0dock Qt/ ce �\ ZZQ(N float rc!112Ing x\� � N -: I O� L f�A(y, i I 8• AK•. "Ik,avlhor'3 o ster d 1 d andlticn to a s vey maf.bearing a u�ense.a mnd--y"','t Is a ' olauon ar sec eon i.rw,zub-awlslon�or the V NeW fork State Ed�catlon LaW" only poples from the orlglnal of this svr�ey ' 1 t �; urkea v+lm an arlglnal of the lana surveyor's NOTES: �;, � 9tampea seal.hall be�.,nslderea to�valid t.�e K t s• �aples l l; '•�er[IFIcatlon4 Intllcatea hxeon sgnlfy that thH ■ MONUMENT FOUND ed h accaraance with the ey ryas prepa Isnne cotle of a1-0 e for Lana Svraeys aaopted TLANDS BOUNDARY AS DELINEATED BY EN—CONSULTANTS, 8-25-15 SHOWN THUS g AND NUMBERED EI— E7 ath t.p""' Y State Assaclatlan of Prafeselanal WE Lana�,r�ey=os sad�ertlflaatlan.ehall run any TIDAL �' a the pe n far yam Ine,r-y orerared, ����� wia an his Uehnlf t0 fYe title 0 aq ncy an�'entling Instltvtlonmi5 tea here ana [.+tha assignee of the lendlno,IlOn eeOtlflca- Mans are not transferab16ditlle to odaltlo-Insuhrtlenz ELEVATIONS REFERENCE NGVD'2q JOHN C. EHLERS LAND SURVEYOR AREA = 54,51-751' OR 1.25 ACRES BUILDABLE AREA LANDWARD OF THE TOP OF SLOPE 15 45,667 5.F. 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SGALE 111=50' RIVERHEAD,N.Y. 11901 631-369-8288 REF.-C:\UsersUohn\Dropbox\13\13-173 Pinal.pro — — unaoole a.nmsaou ��v= TY SURVEY OF PROPER S 1 TUAsTE: NA 55AU POINT TOWN: 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED: AUGUST 28, 2015 WETLAND FLA65 SEPT. 15, 2015 ADDITIONAL TOPO 10-25-2015 FOUNDATION LOCATION 12-15-2016 w SUFFOLK COUNTY TAX # o 1000 - III - 5 - 5 C1ERT=TO: 0 Robert F.Fisher,Jr. Fisher Fidelity 1Fia➢eIlity Rlational<Title Insurance Services,II.II.0 � • \\^k e�Ge I Q A,6 /y O� U� '0 Q� VA Of' �r°tea 3" v a Joey 169°39 �(Z)� ecce o 33.3 ��� 0C \ oN \o?i \\ °�� / 0 Ok CIV / 0 p s, p\ p, s 0�,1`�� �t o 0 (y 00 / o float ra wood dock � off' P \ �,.• C� 06 tiVP!- .off�d1 / I / \ � - ` nlg 0� 20oofo k\ GG��Pr J I / 7t ` CjUnOwtod M-0.-MAW to a . trarYg a-barna=vvyrY Ntl Y a C") C f,� NMba of dfYq ` NOTES: '•ti>. ''' en ';y�J _ Q� Y.aMY.a1WY Mcda bran 11tlY ■ MONUMENT FOUND =dwoa�•volYrlW`te'l arc�oYa w.a ww���me TIDAL WETLANDS BOUNDARY AS DELINEATED BY EN-GON5ULTANT5, 8-25-15 SHOWN THUS g AND NUMBERED EI- E-7 LAND S� aMaawi+.w°�"irrJwwtaL. b a. »'dew g` gvwnnk- Lar an rot tww..a+.b adYM trlwYr AREA 54,51'75F OR 1.25 ACRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SCALE I"=50' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\UsersUohn\Documents\My Dropbox\13\13-173stake house.pro REVISIONS: =1,I"a i-! lg-%LL CODES OF `PP[,RI'"q I NEW YORK STATE & TOWN CODES APPROVED �t� NOTED 1 t-fo Z AS REQUIRED AND CONDITIONS OF Q 1 B.P.� `� °I� / I , ✓ SCI THOLD TOM ZBA 1 .$y��qo rj,,, ��� RD 1 � ;i `,' Et�iLCII';C DEPARTh";ENT AT S ' : _ LALx OA ` ° i" 2 BA TO 4Pffl; FOR THE / SC;11!�Ci^T01^11^I IRL1STr-S TIDAL WETLANDS LINE BY E TOP OF ROBIN AND THOMAS �+8 1P i� 1 ----• EN-CONSULTANTS 8/25/15 m BLUFF GLUCK I I J', a SPECTIONS: 1000-111-5- 1 V N J- `` {C L L 2 24 2 N t " FINISHED GRADE TO BE FINISHED GRADE TO BE I I :'.,i,;Di"'.11';0-I - T1/JO REQUIRED -. _.. - 4 8024 I6 p 69°395 P R ADJUSTED TOEL..35.8' 22 6 30 0 E ADJUSTED TO EL.35.8' UBLIC WATE 1�'A POURED CONCRETE / // / I 32 � C ";I^ ! I I _ n // / / / :.ReL¢• ;......::::::4:' i GRADETOBEMI .35.8' I UOQ AZO E.. !.IaH FRAMU,11G & PLUMI.SI G � / // / 36 / /I oo' �. . 41�L�sTME::::.. 38 PROPOSED RETAINING WALL 2D'OF SEPTIC SY EM PER 1 o a P' p� _ _ _ EXISTING n d U!.ATION Dd � // ! � ` - _ 4'O T W •,. r' t T 1 1 Ck b 3�' / / // \ � I EL-az' 4.2 SCHDSRE O 4 FINAL`AL - COI'S l ka [� P � // /// / 1 / � 1 \ ��� l �,1$ i- o - QUIRE ENTS RUCTIO�d MUST Mp �/ / / ♦, I' V� 4 I WATERLINE 10 FISHER 'E CQIvII�LE? c"OR C.O. 01 v / / / / �� _ \ \ ADW -'i " -_WW r - l'=-- _ - -,; �}2 TO REMAIN / // i ♦ I \ ` "' - ,.r - - 9 �1 X15 L A.LI- CONSTRUCTION' SHALL MEET THE `�° // // // ►or 77.2, �' DW' I \ EXISTNG9UIL NG - 1 -.11=` - -_i ��- - - ' � p 466,72' y REQUIR'ir MC:l TS OF THE CODES OF NEW ohb�`` tq //j%/ / l/f l//' \' \ \ �\ \ 11 _ I _ - _ I - - _ - 8 2� 1 C UTC HOG U E • TO BE REMOVED 1 YORK STATE. NOi RESPONSIi3LE F 1 OOQ � C.� / // l PROPOSED IO NO TUItF6UFFER I` //% - -- -�+ 62.0' O'G ( HARBOR O // /1 ) , TO BE PLANTED WITH NA IVE ,1�,�!/ \ \ y z00ps"L"_ -- --- DESIGN OR CONSTRUCTION ERRO S. k �/ J//// / l�/ l° VEGETATION _ - 1 ' E <! / I I \ \ \ i _ = t NEWi0000 ai - - - s� r I - � g 1 CIUTCHOGU E / �Q / / /// / / /( \I \ i j / / 111 ` PROpeNE�ANK �/ 36 1 CY OR / . =t EXP - OCCUPAN . . �, � � ' _` ' ; , ;' -I ��u - ♦.PSL � � /� ' // / ; %.. 1.........1V6"1EIft5tk°'. ::�:....'.�y 1 "� %I / / ' ""^ t lll _ ` _ - �� i ,e,��� i I E -SSOVERED ........,... USE IS UNLAWFUL �� _ - - - - - .......... ^�• / O / / //�:: l' EXPAND , ry ja / / PlEWFR' .:ELB6s b v _ T V / •: r / '^' DEMDUSH fX,l Af1'.HOUSE RETAINING WALL y -1 •• ..P9P6 PROPPcc��ssED K6i 1 N PORCA- - ' �. - . ........................ C(L (92.5 SF) eove"to eH EeA .EL zs.3• .=QW EL.36.0 _- - -- :::::: ... * 4 93.4' ' /f j - \ _ _ EXISTING DRIVEWAY'TO BE AL ED' _ F:: 11J�_ / t- A J WITHOUT CERTIFICATE ,(�p� / // .4 Z. ,/ ® \ \ -- TA,1VVdNG WALL (ASPHALT w/RETAQNNG WALLS) -� ` - - - - - - - - - - - - - - - - - - - - - - - - - �2E @NSPEC"IQDiS .E trF�bII?it� �/// 3 �..; s 1i' / C ntact TOS En-iieering at 765-1560 befott� 1 / //// / / Y / yT. TO BE REMOVOED AN. , 1161/, I'j7 /' Vit. 2. I ' -_- -- - _ I; _ (/ Idl IIIb ' / j ♦- _ _-�--_ TOW EL k6.0 ASPH LT �/ / 0 OF OCCUPANCY s - ,��, � _ _ ___ , ♦ P�4 rJ, / // `` REPLACED w/STONE PATIO r .�/��{} h nrl� ,,L L.� yy}�p� Q .p q.�� / /{� /•f''' OVER CONCRETE SLAB �✓ L// 1��']/� � - �� , SpN -, / A ackfllll,OR 1.6 :'�''li-dc EngInees's Certif ratio r // / I%// /' �, O� ��/E�X SEPnCTOBE+ {/'.i / urno"ov r x i I P - �\ � l_A I I., Q.• / / / /'TMOVE PER SCHDI • \ L� rq -- - •� (� Q ejy4;?�'1 tIr 1i 1.:1',:? :,i•! ^,�il iT1Pl. t� / / /' / : f•/� %' ZI o Kyo'a�na°"n° _ ��- ..u"ro. \ ROP DOWN BELGIU CK VI/ O VVI `� ��t/1 �s�' L FOR ADDITIONAL PARKIN �♦ EXISTING 50'X20 POOL / ♦ ION T r T, SOIL / ` IF 1000 G v �'�•�( O LO AT W ` :WALKWAY NEW ♦ '/EXISTING WELL FOR �♦�, �/ / // / \ I / '���� ''T _` 1'3 WATERLINE IRRIGAnoN use NG / // / ( ,I \CyTD \//s - O TO BE0.EMOVEDDO I I DW I I DW 1\ o �� a --W WASHOUT \ WATEREXISTLINE y qryB %3 a•Lm«(,..:y,.,.,. ate+vis + P"� �� / j I BACK 5 - - - - - oQL L _ _--L "' �'1.OW CURB \ TO REMAIN \ . __- -#d rt: ROOF: ROOFING: TIMBERLINE LIFETIME SHINGLES(COLOR TBD) REVISIONS: FASCIA: 1X8 VERSATEX RAKE: SOFFIT: GUTTER: WHITE ALUMINUM w/LEADERS(SEAMLESS) INSTALL WITH RHINO GUTTER GAURD SYSTEM WALL: SIDING: HARDI SHINGLES(COLOR TBD),VERTICAL SIDING AT GABLES BUILT OUT GABLES,FYPON BRACKETS OR EQUAL(TBD) CORNER BOARDS: 5/4X6 HARDIEBOARD 5/4X8 FRONT,5/4X10 REAR,5/4X12 SIDES HARDIE BOARD 5/4X4 FRONT,5/4X8 SIDES AND REAR HARDIE BOARD VERSATEX STEALTH SURROUND,HISTORIC SILLNOSE,RAMS EXTERIOR CASING: HEAD TRIM 1X10 w/1X3 VERSATEX PORCH: GARAGE ROOF BRACKETS 3'X3'CEDAR BRACKETS PORCH COLUMNS 14"dia.HB&G FIBERGLASS COLUMNS PORCH GIRDER WRAP: 1X VERSATEX(VIF) GARAGE ROOF GIRDER WRAP: IX VERSATEX(VIF) IX6 E&CB T&G VJ BEAD BOARD VERSATEX 1X6 E&CB T&G VJ BEAD BOARD VERSATEX w/PERIMETER,FIELD PVC TRIM w/PERIMETER,4"FIELD TRIM(PANIELS) DECKING: 5/04 IPE GROUND LEVEL WALKWAYS: BLUESTONE RAILING DECK RAILING TO BE 4X4 IPE POSTS,2X6 OVER 5/4X4 O IPE CAPPING STAINLESS STEEL CABLE RAIL BY FEENEY , FRONT BALUSTERS TO BE 2X2 VINYL OR EQUAL00 w � O EXPOSED FOUNDATION: Q LANDSCAPE: RETAINING WALLS: h-O w A W co - - - - r — — — — — — — — — — — — 1 xCD YI 11 1 1 1 1 1 C) RAMS CROWN TRIM ON 6X6 MAHOGANY cy) SEALED&FINISHED 5/4X6 STEALTH TRIM FPMORTISE Q LO BRACKET � 5/8"DIA. I 45 deg. ^ W LI LGALV. THRU BOLT 5'RAD. I 5/4X4 STANDARD O w/NUT&WASHER STEALTH TRIM PLUG I I HOLES co HISTORIC HEAVY SILL NOSE — - EL.36.6' N WO OD DECKING L — — — — — — — — — — — — J IPE : • EXTERIOR TRIM DETAIL VERSATEX TRIM STEALTH SURROUND TO BE INSTALLED ON ALL EXTERIOR OPENINGS � L �, .i •� i' �. ,� ,� ,', HT1 J 2X6 CAP J l J l J l J L J J / 5/4X6 APRON O z W -'�- 4__ y EAST ELEVATION 4-- y 1 � SCALE: 1/4" = 11 4X4 J J a- J "- J "" I POST 2 BALUSTERS I W O - - U 4- � EL 26.0' I 2X4 TOE RAIL I N U I I L _ RAILING DETAIL 0 N I In O � z Iry FM Pm ° co cm, E� el u m LO U 00rn IE if I -44 a d U � 1 u o [� U � - - ................. - ----- ---�+-- 77 1 7. ,t t 1 1 + 1 I 1 1 ------- EL.32.0' 1 1 1 1 1 1 1 1 1 1 NORTH ELEVATION 1 1 t DRAWN: MH/MS SCALE: 1/4"=1'-0" 1 1 1 1 i II I JOB#: ' SCALE: 1/4 = 1 1 1 1 1 1 � , , , , , ,�"•�� �.. � � 1 August 03,2016 SHEET NUMBER: 1 1 1 1 i 1 1 1 t i 1 I 1 1 ------- ------- A- 1 ROOF: ROOFING: TIMBERLINE LIFETIME SHINGLES(COLOR TBD) REVISIONS: FASCIA: 1X8 VERSATEX RAKE: SOFFIT: GUTTER: WHITE ALUMINUM w/LEADERS(SEAMLESS) INSTALL WITH RHINO GUTTER GAURD SYSTEM WALL: SIDING: HARDI SHINGLES(COLOR TBD),VERTICAL SIDING AT GABLES BUILT OUT GABLES,FYPON BRACKETS OR EQUAL(TBD) CORNER BOARDS: 5/06 HARDIEBOARD 5/08 FRONT,5/4X10 REAR,5/4X12 SIDES HARDIE BOARD 5/04 FRONT,5/4X8 SIDES AND REAR HARDIE BOARD EXTERIOR CASING: VERSATEX STEALTH SURROUND,HISTORIC SILLNOSE,RAMS HEAD TRIM 1X10 w/1X3 VERSATEX — _ _ — PORCH: GARAGE ROOF BRACKETS 3'X3'CEDAR BRACKETS PORCH COLUMNS 14"dia. HB&G FIBERGLASS COLUMNS PORCH GIRDER WRAP: I VERSATEX (VI F) �LL GARAGE ROOF GIRDER WRAP: IX VERSATEX(VIF) O 1X6 E&CB T&G VJ BEAD BOARD VERSATEX 1X6 E&CB T&G VJ BEAD BOARD VERSATEX 00 w/PERIMETER,FIELD PVC TRIM w/PERIMETER,4"FIELD TRIM(PANELS) DECKING: 5/04 IPE in I GROUND LEVEL WALKWAYS: BLUESTONE r� RAILING DECK RAILING TO BE 4X4 IPE POSTS, 2X6 OVER 5/4X4 — _ - — IPE CAPPING STAINLESS STEEL CABLE(RAIL BY FEENEY FRONT BALUSTERS TO BE 2X2 VINYL OR EQUAL w En EXPOSED FOUNDATION: O io �O LANDSCAPE: RETAINING WALLS: O FSI A w Q ow o r — — — — — — — — — — — — W H I ao 1 RAMS CROWN TRIM ON O^ a"' C/] 7-1 d D 6X6 MAHOGANY I 5/4X6 STEALTH TRIM I SEALED&FINISHED MORTISE I I O F" BRACKET I I r1I 5/8"DIA. 5'RAD. 5/4X4 STANDARD h-�� GALV. THRU BOLT — - EL.36.6' w/NUT&WASHER STEALTH TRIM I IPE WOOD DECKING I RAILINGS.S.CABLE WHITE POSTS N HOLES I owl HISTORIC HEAVY SILL NOSE L — — — — — — — — — — — — -� I EXTERIOR TRIM DETAIL VERSATEX TRIM STEALTH SURROUND TO BE d INSTALLED ON ALL EXTERIOR OPENINGS W WEST ELEVATION r - - - - - - - --I 2X6 CAP SCALE: 1/4" = 1' EL.26.0' I 5/4X6 APRON I O o � S.S.CABLE 4X4 IPOSTI O x L _ RAILING DETAIL _ o N u - - - - O + O cr, T .O .� Lo � 40 m 00 � u v -O w t~ -YT� W d' r-i V o U x Co a ,E ~1 \1 N sc � � Hill III H Hy' Al I 11N MiNk� 0AN- DRAWN: MH/MS O i+ ,rLILT� I I I N ';., ..2, SCALE: 1/4"=7'-0„ '•- t r JOB t August 03,2016 �� � �;,; ;�� � � ,; ;� ,, ;: �-: SHEET NUMBER: U2� s SOUTH ELEVATION ==4 A-2 SCALE: 1/4" = V ROOF: ROOFING: TIMBERLINE LIFETIME SHINGLES(COLOR TBD) REVISIONS: FASCIA: 1X8 VERSATEX RAKE: SOFFIT: GUTTER: WHITE ALUMINUM w/LEADERS(SEAMLESS) INSTALL WITH RHINO GUTTER GAURD SYSTEM — WALL: SIDING: HARDI SHINGLES(COLOR TBD),VERTICAL SIDING AT GABLES BUILT OUT GABLES,FYPON BRACKETS OR EQUAL(TBD) CORNER BOARDS: 5/4X6 HARDIEBOARD 5/08 FRONT,5/4X10 REAR,5/4X12 SIDES HARDIE BOARD 5/04 FRONT,5/08 SIDES AND REAR HARDIE BOARD EXTERIOR CASING: VERSATEX STEALTH SURROUND,HISTORIC SILLNOSE,RAMS HEAD TRIM III 1111114TH 1 111111 1X10 w/1X3 VERSATEX PORCH: GARAGE ROOF BRACKETS 3'X3'CEDAR BRACKETS [EH 1 .11 Ll 1 1 11 1 11 1 1 11 FM FTR PORCH COLUMNS 14"dia.HB&G FIBERGLASS COLUMNS all I 1 p PORCH GIRDER WRAP: iX VERSATEX(VIF) I 00 GARAGE ROOF GIRDER WRAP: IX VERSATEX(VIF) 1X6 E&CB T&G V1 BEAD BOARD VERSATEX 1X6 E&CB T&G V1 BEAD BOARD VERSATEX w/PERIMETER,FIELD PVC TRIM w/PERIMETER,4"FIELD TRIM(PANELS) DECKING:OE 5/4X4 IPE GROUND LEVEL WALKWAYS: BLUESTONE RAILING DECK RAILING TO BE 4X4 IPE POSTS,2X6 OVER 5/4X4 IPE CAPPING STAINLESS STEEL CABLE RAIL BY FEENEY FRONT BALUSTERS TO BE 2X2 VINYL OR EQUAL w EXPOSED FOUNDATION: � O O LANDSCAPE: RETAINING WALLS: O W I ^ aA 4 D 4 Q I- I Rini If III RAMS CRO�TRtM ON I O W 6X6 MAHOGANY 5/4�C6 STEALTH TRIM F� °� SEALED&FINISHED - "� � � MORTISE O 36.6' BRACKET n/ W IPE WOOD DECKING 5/8"DIA. iO==1 45 deg. _ 5'RAD.S.S. L 1 GALV. THRU BOLT 54X4 S+NDARD STEALTH TRIM WHITE POSTS w/NUT&WASHER PLUG f — HOLES HISTORIC HEAVY SILL NOSE O 1- — — — — — — - -- — — — — -I LL 1 EXTERIOR TRIM DETAIL VERSATEX TRIM STEALTH SURROUND TO BE INSTALLED ON ALL EXTERIOR OPENINGS77. — _ 2X6 CAP EL 26.0' 5/4X6 APRON WEST ELEVATION o z w SCALE: 1/4" = 1' I S.S.CABLE I o z h w POST 4 5 I I O x U U L — RAILING DETAIL 0 N 'ru t+7 i m ai E, t E u x o r ° c � 5 .� InO U 011 vin '00 ,. N v - - - - co W o it - U � W � O � � O U � — _ EL_36.6' N A DRAWN: MH/MS O) SCALE: 1/4"=1'-0" EAST ELEVATIONi; � A ',,�` �.'�� .a�S �T ��Z� �# August 03,2016 .� SCALE: 1/4" = 1' F i O'� SHEET NUMBER: El 26.0' - A-2 REVISIONS: EX.GRADE EX.GRADE EL.-36.0' EL. --38.0' ---------------------------------- -------------------------------- 9 01' ', d • P • d Da` d • P • d D d • P -• - • d D d • P • d 'D d • D p I I 4 'd I --------------------- _--____ ___________ ' 1 ' I O I .V / CONNECT PROPANE ; D, j ' I '• I / NO LADDER / TO KITCHEN,BOILER / Q AND GENERATOR I I ,-------------+ EX.GRADE % I IBURRIED TANK.] / EX.GRADE (SEE SITE PLAN) EL.-32.0' / , pry - --------T_W3W6,2---------- ---------------------------- ----------EL_-34-Q' --------------- -- ►281--- ------------------ ---------------------------------------------------------- ------ I I Q' p' ,' d d P • d Dom• d , . ^P • d • d P • d D d P - . . • d D ` d . P • . d D ` d • P • d D ` d . P , d 4 4. ____________________ DaD e----s--'---------------------------------=-Q ----------------- EELECC ----'-RICAL/SECURITY O Qp DIRECT VENT LP GAS FURNAC� 1 1 •-------------, I I 399 WEtL McLAIN (AND GENERATOR) ' r GAS ON DEMAND WATER HEATERS 1 ; i '•4 .' v I I ;/ .a 13'-8" 31'-5�/2" rl 19'-5" 26'-4" a STORAGE USE(UNDER STAIR MECHANICAL ROOM •4 I , i TO BE ACCEZIBLE FROM I ; °• ; ' MECHANIC:AL ROOM , D , PEX/PLUMBING I � I , I I I • 1 , I D I I q - N GARAGE STORAGE ROOM I in LO Z , 5/8"TYPE-X FIRE RATED SHEETROCK ' I I I • I (D N ON STUD WALLS AND CEILING D' EXERCISE AREA I M - -- - UP ; 4, MINUTE FIRE RATED 'a , O N AI ) DOOR w/SELF-CLOSINGLl ° ' 3'-0" I TINGES AND STEEL JAMB ° d t o0 4'-51/z'�----' 14'-811 ; -- ---- HALL o 11'-43/4" 11 63/4„ 8'-6„ 1�/„ 4,+ 1/2,1 6'-41/2" T, W Z cn 00 ' 4 I ,' / ♦ P 1 1 Q I I 1 I rw^ O -- ------------------------ --------------------------------- ------ ----------------------------- 1 E ( X.GRADE - •,;' ` ; ; 1 ; D EL.-33.0' y -- -------- v ---- -- - ,� „ -- --- ------- -----, -------------- ----------- --------- --------------------------I----- 1 1 I , EX.GRADE • ; V EL. 30.0' I > ' I J 00 1 1 I• r CONCRETE APRON v t I I . 1 I 1 I 1 1 I � I -------------------------_-__--_-_ ------------------------------- --7 _------- ------ ------------ ---- --------------------------- - -- ---___-_--__--_---_-_._-_-_-=---=I= Lu I ` I 1 • I L' 'I �• I I Q 1 6'-10" 12'-4" 12'-4" 1',g" �•� W , 1 I I �� . J • �, -- ----------------------------------------- 6 ---------- ----------------------------+ UCN _/— y -� < < ; ' ; ; DRIVEWAYce cl d Q I F-I FFF „I 1 I I , V a. 1 1 I I N ' ,, ,I• EX.GRADE Q EL. 26.0 O Iyw��� 1 I I l 1 I I r I 'rt. I ' ✓ J oo RECREATION ROOM , , I 1 :;�;', :� ,;.. Z ' I DECK ABOVE i i COFFERED CEILING ; I I ; N I ' PAVERS/CRUSHED STONE 1 WALK WAY , 1 I I OUTDOOR STORAGE. ' c�7 `` GRADE1 ------------ I------• ------' ---- ----------------------------I CON RETE SLAB.DRYSTCJRI#GE, .';: ------------------- "� O O ' I EL.26.0 1 I 1 I 1 I y t--- ------------------------ '+ , - 1 EX.GRADE M '� ------------------------------------ '_-----+ r------ - -- ------------------___-___---, ' •I _ / EL. -26.0' N F-+ 1 r 1 1 J ) � 1 1 1 I .,� (• Q , 00 1 ' I I 'I'• ' •I 'ap I 8"THICK CONCRETE O I I I ,`` \\`\\ ' I� � •• ,J Y , I , 1 •i', - i" " 4 I� WINDOW WELL #5 REBAR J ' ! ' ; I ; r ; 1'-'tri. _ _r -- O r / �J i_ 1 1 1 I ; I p a .v �, pDd p a av ` �I HORIZONTAL PROJECTION(ie DECK) N y ♦ - , -- -------------------- -------- ----� a----l------ ---------------------------- r �V .L> , � I - - , Q' m / --------------------------------------- ' I ( I r `�1 1 •--- ' J ' ' Ln -------------------------I' E O Z X U i EX.GRADE ( , J i ' 16'-111/2" 5 —1 3p-7#p 81-211 — — — — — z m m o �' ' EL. -28.0' < (i , I 5/4X6 CEDAP - - O w �u ' I I J X C) + --- — — — — - I T-0"min. E 1X3 CEDAR Pm .EA ' HANGING = w �' ' O elasesseNmss:ess�s ^ TRIM v , I I I #5 REBAR = tt 'n V ROOM POOL TOYS r ; — — — — — i z ((812"CIC REMOVABLE STEEL GRATE O 41 00 ! \ O 4"min. • 1�I •eM V -ADJUST FOR LARGER WINDOWS _ _ - •p , I O d' iC ¢" , — — — — — (WINDOW SHALL BE ABLE TO p RS U M I , , \ C>7 ' I OPEN FULLY) > - G • ^ I DW I I n z o 4X4 ACQ POST - -- - Q I SHELVES • v ONE CAPPING TCO ]'-O" N .>✓, W L — — — — — ►. 1X6 TG&VJ p STAIRS ( o °.• DRAIN CEDAR SDG. • Q N PROVIDE IN PAN I , — — — — _ WET BAR r R i� ; lV E UNDER W HER(TYP) I I _ _ e• 'NICHE N I ° • , a. BENCH I 5'-0- I I ,0 '' min.6"DEEP GRAVEL �• 1 I I i ✓ J � , � 5_Q ' " ' i — — — — — s. •• ADS DRAIN PIPE 'D I u• 2X4 TRIM EDAR \I 8"THICK CONCRETE O ! min.6"DEEP ' 44"max. 1_6 @ 16"OC —5 6 —51/2 I GRAVEL _ J � � � —►- WINDOW WELL 1 I I \ ( I BAT N 8'-51/2" o — — — — — I— r r I o . 5lax NG O I I I I e•• 2X4 ACQ @16"OC No. MUDROOM I cn 4 COMPACTED STONE BASE a WINDOW WELL DETAIL ° ' • • • ° - ° • i ^ (DRAINAGE AS REQ.BY CODE) id ro .J =I i ; I NTS s':DA p'.D I I I I ,A ------------------------------------------ ----- I -- - --�- ---------- - ------ -- --------- / WINDOW WELLS TO BE COVERED WITH STEEL GRATE. Ex;.GRADE I I I I COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT q' nq 3r-Gn EL-.--26.0' USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. 8"DIA 3'-0' I � BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO �>4� PAITIODRAINAGE-1/4:12 PITCH ` `� ( f - ----'-----------1W3046 ---------H- ------- - -- -- - ---- ---- -------- ; � ; - / MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. CONC, ° FROM HOUSE J I EX.GRADE ` — — — — i p•-•4 PIER p•-•4 CONNECT � ' I '�- — — -�'- LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER i°w •°y V EL.'--26.0' _ �- '� THAN 44 INCHES AND SHALL PROJECT NO MORE THAN WATER ` R _�_ - �'_ 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY v S \ \ 1 FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF W J J 1-1 ) ' J NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT I� J E0. ' •EQ, ,. > � OF WELL. CROSS SECTION ISI WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF ,C J ' J r J I 0"-^ J OPENINGS AS REQUIRED 36'X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER SCALE: 1/2" = 1'-0"_jj L, r 5 r ,�r a: J CONNECT _ J _ J J J 8P-01$ < IN . A ( \ -TO DRYWELL I I J ' J ( 1 ( \ ' t�y ALKWAY l > i � J J toAtt &V �` DRIVEWAY I � � /" DRAWN: MH/MS N \4�� '� SCALE: 1/4"=1'-0" JOB#: p JS August 03,2016 SHEET NUMBER: FLOOR PLAN FRONT ELEVATION SIDE ELEVATION A-3 SCALE: 1/4" = 1 -0' SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" REVISIONS: E D 95'-0" 10 5'-0" 62'-0" 28'--0" ---------------------------------------------------------------------------- 23'-11" 29'-3t/a" 8'-93/4" v • d p �n . ° es v • e 'p �e . ° e v d ,p �e . ° n v • e ''p 4 n , ------------------------- ------------------- -------------------� ---- 1 m I 1 �• ; o I � ; ' / p to �I I 4 --------------- 14'— ' ' I --------------------/---------�W3Oc}6.2----------'------------------------------------------------------ --------------- --A2B1--- ---------- I ------------------------------------- r " I I / D . 0' D v p• p v + �� p v + �• D �" D v �' D v + �' D v / �• D v ° V" D Q -1 s ss sasnaaaaasn sn o:rsasaa:nnssssCc�-a-- nn--- nannnc�e®iann saa nns aaaa=caata o - D e . n . . , e p e . o - • d p e . o - . . e p e . o - • . d p • o o - d p d . o - -r --------- - -r- -- --- 1- - - oa• - -" " I I 3)1-3/4X11-7/8 ML w/(2)3/4 STEEL GIRDER ;5XSX1/4 TUBE STEEL ; (3)1-3/4X11-7/8 ML w/(2) 3/4 STEEL GIRDER , --I t---- -- -- - - 5- EBQ+ /---------------- I O (-1 U (�6 OC OV R ; 51"X54"X16"CONC. FTC'1. p 'D (6)#5 REBAROVER w/ I I D ' ,,'rQ , PEN NG I ' (6)#5 REBAR e.w_(9_'oc; , I STIRRUP @ 'OC OVER .D ' ( OPEN NG i .� ; ; 4.4 ' r.J IW 1 I I Im � v I ywLu N A Q I W ILL A I W , 4 = J I 00r1j Ix I I 'q• I 1 , I I D w ' I' im ' 2 1-3/4X14 ML FLUSH BEAM ' i Lu ; 'Dp - � " " � I EXERCISE AREA I `� - - - - - - - - - - - - - - - - W - 4 •• V� 'I� ' ' 4 I " 00 oc) 00 00 O 17, TBD T ; i I i i CN a 001 X I{1 T-0 -I- - - - - - - - A y 414"TJ1560 WOOD-1 F] m ; ; STEE4 UAL CCILUMN (2) 1-3/4X14 ML FLUSH BEAM ' i N .a ' I1 i1i 2'X2"1' .FTG. 15'-73/4" ' ------------------- -----+ •-- ---------------------- a Un O ' W O Q' 0 �/1 a/ 'n `�� ". •�v •--------I- 5X5X1/4TUBE STEL 1 1 1 1 1 ' .` ,'• ��O' •Q , i ` i 54"X54"X16"CONC.FTG. 3'01" 4'-0" 4 O ' �4,� S�.''' \ , n ; ; (6)#5 REBAR e.w.(9"Oc) w (1) (�° QHS '' •` •� - � 1 I � 1 - - ---------------- o (2)1-3/4X14 ML FLUSH BEAM ' ' (2)1-3/4X14 ML FLUSH BEAM ; a , ' I , I I ELEVATOR: 3 CD 1 100 --------- ------- I "-- --------- 1 I „ I PROVIDE 24"X12"CONCRETE FOOTING --' I , I I SURROUNDING ELEVATOR.REINFORCED ' ; = 1 r� 1 1 1 ' I WITH(3)#5 REBAR.VERIFY PIT DEPTH I 2 #5 REBAR ' �' " , '� ' 5)(5)(1/4, ' ' ' AND ELEVATOR WALL SPECIFICATIONS ' 1 I ( ) ' ' I 1 \ - ' ' ' ' WITH ELEVATOR MANUFACTURE -�' -- -------- I @12'OCAND , f'J)41-7/8-M-L+4EADER------- ---------7-- --J3)-11.7/8ML-HEADE -------- ------- 4__rFT,4.;d,.. TUBE STEEV ' (3)2X10 HDR.14"dia,FG COLUMNi i PRIOR TO MOTOR CLOSET "rn FG OLUMN r' " i I @ FOOTING II Al6X6 ACQ POST 6 —0 6 ACQ P ST 9 —0 I I �1 1 WALLS AND CEILINGTO BE 5/B" oAA I I 1 6X6 a.CONC.PIER , 16"dia.CO C.PIER ' I I I 3 0 9X8 OH DOOR 9'X8'OH DOOR TYPE-X FIRE RATED SHEEP ROCK. \ " I 136"XLOX12"FTG. I 36"X36"X1 'FTG. ' ' ' _J `— \ -� DOOR TO BE 45 MINUTE FIRE•RATED1414141 (2)#5 REBAR I 3' BELOW GRADE T BELOW(RADE - "`t ' ' AND VENTED WITH SELF-CLOSING .I 1- F- I ' I Y � Y .v @lOCAND ' 1 I HINGES AND STEEL JAMB. 1 � I � � IOC � . FOOTING � o m m @ 10'-6"X5'-6"Xl'-4" POST E1--A)__ Oil Eq--- ------------(�)_2X12OIRL)Ek----------- ------------(21VU2C,IRQER----------'m =� ' ----- ---------------- ---------------- --------------------------------- ----- ----- ---------------- ---------------- ---------------- ---------------- -- r 1 ( �O l i ' I ' CONC.FTG. ' --- m 14"TJ1560 WOOD-I FJ an " I ' I ' ' �p) p �' » , „ m' , n 'M ' *I 'Q �� (7)#5 REBAR hor. I 40$ 7 -10-----w �, •_ I:" ti______ (14)#S REBARVeIi. — — 12 Lu Ic14 QI I ( )I 9 OCo, N % I 6'"—O" 5'-2r' , Q II Ln , "34 —10` Lu ��1 (�I I I I I �. B D li N l t— W 1 , I 1 -_ — w 1 I , . f ( � L LLJI I , I a I (0 rf7� I Q I I 9 I \ 4 1 0.l I QI / v X• ; ­� x I1 \ - - RECREATION AREA F01 :N o �„� z \ I •------ r -------- i w 1).10"THICK POURED CONCRETE FOUNDATION(REINFORCED WITH 6).GARAGE TO HAVE 4"CONC.SLAB,REINFORCED w/'6X6 10/10 WELDED WIRE FABRIC5 1 ' ' i J I 1, I ' 1 `o;_ " ) P OVER 2"(MIN)SAND ON 6 GRAVEL.SLOPE TOP OF,SLAB TO OVERHEAD DOOR(S) 1 '^ , I #5 REBAR 48 OC EACH WAY),3000 psi.VERIFY HEIGHTS IN FIELD �� ✓' C�.�),I I CULTURED STONE OVER I ' ' a " O w l - \ , I ;o'V (VARIES:8 ABOVE GRADE w/STUD WALLxn (D ,9'h NOTCHED,STEP FOOTINGS). FOR DRAINAGE,1/>":12"(MIN).NOTCH 2"DOWN f T DOOR OPENINGS.#5 VERTICLE M U I I B"CONC.WALL w/ I I N I Q ' 16"XB"FTG.3'BELOW N o I EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. REBARTO BE INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. r� ' ) ' „ RESIDENTIAL CODE WITH A BITUMINOUS COATING. V 1 N GRADE(TYP) 1 , , 5X5X1/4 TU,�E STEEL , I . ' � x 14"dia.FG LUMN , ' ' " . , , ':N V 66"X66 X16 CONC. FTG. EPDM,FLASHED OVER N 7). PROVIDE 2-2X ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE r 1 6X6 ACQ P ST ( `I I I 1 16"CONC. IER �- v , I , ,(7)#5 REBAR em. (9"oc) I 3/4"T&G SHTG. I `✓ 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4) KEYWAY IN FOOTING. INSTALLED OVER COP-R-TER TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 1 ' I REINFORC D w/ `- ti ' ; 1}I ; ' FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST 4)#5 VER REBAR / I ; , i , ; ; 7 ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 8).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, 24_X24"X12 FTG. \ I I INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A RADE ` I ic) 1 I I I 1 3).INSTALL R10 RIGID INSULATION UNDER SLAB IN CONDITIONED SPACE. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO 1 t O I ' ' ' 14"d1..FG COLUMN ' ' �. .-_--___L}J__-____+ / 14"TJI560 WOOD-1 FJ Cal i 6X6 S EEL COLUMN Dnp. i BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 6X6 ACQ POST t 016'CONC.PIER 1 , TO OST MP. { 4).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT AND � REINFORCED w/ 1 U , 1(4)#5 VERT REBAR N I I ' {� {J r ; M }I I ) i '4 I CERAMIC PRIOR TO POURING SLAB. 9).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 24"x24"x12"FTG. ' ; BLOCKING AT 8'-0"O.C.(MAX.) ND MIDSPAN. BELOW GRADE `- -' C) Oi p°r 5 FOUNDATION SLAB TO BE 4"THICK,300OPS!CONCRETE ON COMPACTED FILL. 18'-01/4" �- I I 15'-113/4 12'-10" I II , INSTALL 1/2' EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING \ `• " ' WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE � O REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE N °' (2)#5 REBAR I AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL m d o _ — Ob01,4 01 \ O C o; 6 @12"OC AND i I JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE m aJ v �n' �a`� ; J \ I I -� ; ; ;SX5X1/4 UBE STEEL `----- FOOTING______ __ .N_ - ' THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL o m I 54"X54"X116"CONC.FTG. •_ r +I SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO W M o % 1 `j�� 1 ' / _ �I (6)#5 REAR em.(9"oc) ' . o .o I i MORE THAN 16 FEET. X o oo" CIA i 114-dia.FG COLUMIJ ' I I 1 14"dia.FG COLUMN( ` " J �I w i i "--------------------- ------- O 00 i \ I I 1 1 -' 2X6 ACQ SILL PLATE as � 1 6X6 ACQ POST I \ 6X6 ACQFLOOR SYSTEM , 16"CON POST (i ~ ' I 10'-4" SILLTE SEAL SHIELD o sy 1 , ,16"CONC.PIER , 16"CONC. IER V I REINFORCED w/ , 0 ' I(4)#5 VERT REBAR , (4)#5 VE' w/ I -- ---_- — — _ _ I (SEE FOUNDATION PLAN) ,M V m ' , (4)#5 VER REBAR � / I 24"x24"xt2"FTG. ' 24'xza"x12 FTG. p ; i I 10"WATER TABLE , ce !Y BELOW GRADE ; T BELOW RADE L O CHANGIN _ 1 ^� i — — — — { BAND BOARD Lo U M r. ZD` 1 ROO iv POOL TOYS I 5/8"dia.ANCHOR BOLT y 'lot i O i `� w/3X3 SQ.WASHER,NUT FLOOR SYSTEM N ;� CLOSET @48-OC (SEE FOUNDATION PLAN) o W Lu 11=n r i I I I 1 ' ;N 16"OC o' W ETBAR -;-- ------ x SLOPED GRADE(AWAY FROM BLDG.) ' I 2X4 ACQ r 1 J I IL1. =I 1 1 In " " , — — d I I O CULTURED STONE I �, ,O � I - � I 1 _ _ SILL PLATE 5X5X1/4 TUBE STEEL I @16"oc 1 �11 FJ I I STAIRS I w 1 I r \ n 54"X54'X;16'CONC.FT o , dl � ;14"dia.FG COLUMN ;g J ; (6)#5 REAR e.w. (9"oc) '- - I DO I 16X6 ACQ POST I l r M Ire I 116"CONC.PIER I Q I f - ® "I ; ; , , — — — _ I " SOIL CONBACIKOFILL WITH CLEANFILL. GRAVEL I I I REINFORCED w/ I a. ✓ 5.0 , I i 2 3/8 INSULATION BOARD O (4)#5 VERT REBAR ,d' J I --- I 24^X24"X12"FTG. Ix -'BATH I I to _'5'-RELOW GRADE J ( , r i\ i — — — — -'I I I 1 ( NO, 2 , , @ 8EOC EACHWAY O ' 'O " ; ; — — — — I— f T- -1 ASPHALTUM DAMPROOFING I 14"dia.FG OLUMN �- O r- ; fV , I { MEMBRANE TO GRADE N 1 • , ' 6X6 ACQ 5T l MUD ROOM 16"CONC. IER • I REINFORC D w/ ` I 00 I , O `` 1 i (4)#5 VER REBAR I ' I I I I I I � ♦ ���� I 24"X24"X1 "FTG. I I 3'BELOW RADE I ' 2X6 ACQ SILL PLATE 5/8"dia.ANCHOR BOLT w/ TERMITE SHIELDy ----------- -- -'---- ---- -- a - ---------- - -- ----- I I I I 10"POURED CONCRETE Q• @ 8"OC SILL SEAL w -- ------ ---- 3X3 S WASHER,NUT 4 U ` ka Z��XT2 HDIF - - - , 3)2X12 H ' I { I { FOUNDATION WALL c ' ' ' ' ' 1/2"PREMOLDED FILLER I—O 'I 3'0" 3000psi 10'WATER TABLE -1 ---- BAND BOARD AT PERIMETER OF SLAB PATIO DRAINAGE 4:12 PITCH - ------------------W3046----------------- - -- -- - ---- ---- ----------- ; - -- ; --------- — ------'- I ---------i — — — �- — — — — — +�-� 8" 4"CONCRETE SLAB �4" FROM HOUSE I I AT PERIMETER SLAB ( ) , 4�K SLOPED GRADE AWAY FROM BLDG. 0'4 CO SE SAND�O• - " ® — (2)2X12 GIRDER " OR GRAVEL A' 4"CONCRETE SLAB 4" GJ tC. y ,r r— „ , r, , „ { , n � r "/ +, PERIMETER DRAIN o,W OQb. 10"POURED CONCRETED 1 — 6 0 4'-0" 9 —0 6 —111/2 22 —� 6'—111h " FOUNDATION WALL CONNECT PIPE O 4 OR GRAVEL �"y 1� a• (N ) 12" 3000psi �: =''`'';hj TO DRYWELL — — — — — — — — — — f — — — — — —�-- • ` DRAWN: MH/MS 24" #5 REBAR,60ksi SCALE: 1/4"=1'-0" PERIMETER DRAIN � � (3) PIPE(TYP.) 12" a '4 .Q® + JOB#: CIO August 03,2016 SHEET NUMBER: FOUNDATION WALL DETAIL 24" #5 REB(3j.60ksi A-3a SCALE. 1/2 = V-011 REVISIONS: TW2646 0 nI --------------------------------- = N (0 * .Z TILED BATH No. 3 o ' WALL 11'-11" cO CXW25 TW3046 TW3046 TW2646 TW2646 i o FWH2780AL Jul 2'-6.. 3'-0" ----------� r-------------- - I I I 1 ^ j 4'-61/2" 10'-81/2" '-61/2" I I I I I 1 I G I I I 1 1 1 + I I I I r----- 6'-1" 11'-51/2" I I I I I 1 LAUNDRY ROOM DW PANTR r------------------ 2 00 CO BIRCH PLYW OD i ; PROVIDE DRAIN PAN i - �� UNDER WASHER 11 W 1 11 0 I WALK-IN ------------ CLOSET D 0 0- 3-0" 2-6" S1TT1 G A ---------------, -- ---- --, -------------- YDW---------------, r-- - ---- - --, ------------ - .IBUIL FALSE_ ATHEDRALROOF___i I I I �0 ®� I I i i N �p 7'-1�" .-110"B WWALLP---- I , QOiwI o O O , � w KITCHEN I 1,3'- '�,' ,' • , ,' ' , ' I I 1 I I 1 I 13'-71/2 - 4'-41/2" GUEST BEDROOM 1Ur—Orr M /� a" E- 00 O 27r-1n I+1 2 O DINING 5' 6'-0" 6'-10" COFFERED CEILING t I I I I I IMUD • " a 2 6 + 1 I I I I Q- Ln- 1 ' I I R I I RE 4 'N ' -------------- _-'_ --------------- `------- ' \ 1 10'-0" _ E OR 3'-0" FWG6080L r--- --------_-_- ------__- ----------------I -------- --- 1 I I I II I t I I I I 1 1 1 1 I 1 1 I , W.I.C. , B1 -------- ------' I I I I I A I WALK-INi R CLOSET R l 2'-6" OPEN RAILING I , 2-M3046 2-TW3046 I 1--------------- I L -------------i ----------------- �' II I ----- 1 1 i i i UP W I 5'-8" 9'-4" I ' 17'-4" �I 15-31/2" � I 0 N I I I I I II I I t I I 1 1 rl N �---------------, �--------------� •---------------01 I ENTRY .•-.l7 -z r--------------- --------------- BUILD FALSE RAFTERS 1'-0"BELOW TOP PLATE. W y � ' F�1 I ro i CV i " COFFERED STYLE(THICK)BEAMS AT HIPS w/ DECK { LIVING ROOM X TRIM,BEAD BOARD CATHEDRAL CEILING O x I I N I I COFFERED CEILING V1 � I i i i i i i t I I 2X0 RR X16 OC ~i N U ' ' ' ' 'I I COVERED PORCH 1 r_______________i --------------- r_-------------.-- O I t 1 I 1 1 1 1 1 1 I COVERED PORCH 4'-4" 5'-91/2" 4'-3" 2-- I I I I = ' I 22"deep HALL e BUILT-IN i l i i .. /`�1/ 1 I I I I I IO Y 'N ++ o O i HALF 00 o I � BATH N HALL o ---- -----------------------, - > I x v 1 10 os! I _ WALK-IN CLOSETN I 0 � ao �" I I x j 10'-81/2" 6'-4" w ECL 3r6"- - 3'•0" - — - — - — - — -J R' Z � � o 3 � _____________� N _______________________id•+ �+ (C V c+7 ° SITTING AREA mu 9'-0" '-111/2' 4'-41/2" N a� v WALK-IN ------ - ----- w CLOSET ---- - --------- I I 1 1 I ----------------------- MASTER ---------------------MASTER BEDROOM N - --------------- z 8 s tj DEN _______ _ _ ___ Wu b 00 A ITP O T " " °5 4/2 3 -1 ° ----------------- v - -- -- - 1 jC) I ---------------- HALF WALL w WEL 2'-4" i --- - ----- N OOK 1 :- ASTER o ---------------- < I I " BATdd H 15'-4" C° 9'-1" o Ln 10' 3" 1 1 o 2 1 1 xI 1 1 ' 1ST. FLOOR PLAN N 1 I 1 - - - - m � KING � � ' ' ' ( t • • • • E PROJECT NORTH CW135 SCALE: 1/4" = V 3 AW31 S EXISTING KITCHEN AND BATHt� '�'�a a�. 4 LIVING SPACE: 2532.6 sq ft. CABINETS AND APPLIANCES TO µ' YS +;, BE DONATED ��� �(��,'I''�`C�lr� �G BUNK ROOM: 787.5 sq. ft. n .TM:ea E� DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: August 03,2016 C3F rd SHEET NUMBER: A-4 REVISIONS: 95'-0" 5'-0" 62'-0„ <?)27—0 „ 4'-0” 52 —2 8'-81-01/29t12'-0" 7'-7'-81/2196'-8 17'-1" 5'-5" 4'-9" 19 3 —10 It 10 TW2646 (3)2X8 E . . DF#2 72 in BATH 2-TW2646 NO. 3 3)2X6 (3)2X6 2 2X POST (3)2X10 HD POST POST FWH2780AL CXW25 TW3046 3046 TW2646 TW 646 2'-6" - — ______ (3)2X6 (3)1-3/4X9-1/2 ML (5)2X6. (2)2X10 DF#2 (2�2X10 DF#2 . (5 2X6 (2)2X10 DF#2 (2)12X10 DF#2 • (3)1 3%4X14 ML FLUSH BEAM POST POSTi�i P SZ--- i ------- i ----- i ) #2 �, O �1 I , I �� I I I I I 1 , In I I I I I 1 0 I I PANTRY ' cc cc 1 LAUNDRY ROOM CLOSET W ; ; W . m x A ' I11 '� ' ' 1 W 14"TJ1560 WOOD-1 FJ 0,16"OC _ I? OLL I I m 7 J ' 'IW 11 'W Q 11 ® v ' I LL IiW(-„ i I� "----- ' ' 3 0 2-6 x O I CO I 10.. � W N I 'I M 1 I 1 ; ; N to x x 1 KITCHEN 7'-10" a °p M SITTING AREA ; ' DINING D o LTi O OO 2 / / I x O N I 1 I 1 ' x x MUD ROOM N I In 0 x 1;010 ° o GUEST BEDROOM N o ? N a O IiMlx I' CN 14"711560 Wb D-1 FJ @16"OC 1 I N s ; 8"dia FG 8"dialFG I __---------i-------1 ----------- (3)2X6 ; ,(5)2X6 COLUMNS COLUMNS (5)2X -'(2)'2X5'--_-" , POST (3)1-3/4X9-1/2 ML .I POST - - -2X12 DF#2 DROP HEADER - - - ; POST . POST i ---- RE ; 1ID=S1" E OR 3'0" ' IlkWALK-IN � FWG6080L — — — — — — — — — — — — I I ■ 1 i 1 t 1 1 1 1 , 1 , 1 , CLOSET I 1 I 1 1 1 II 1 1 1 i I "•. 1 1 1 11 1 I 1 1 „ , „ I I I 1 5 —9�/z 4 —2�/z 1 I �I V�ACK-I �� 1 ---------------' r7 (2)2X10 DF#2 (2)2X10 DF#2 5'-0' 10'-0" 3 'Zk� L S n l 1 1 1 1 (3)2X6 (2) 1 3/ 14 ML 1 1 �'� u 1 t t t . 1 _ POST \ l N o i POST; 2i 6, (2)1-3/4X14 ML ' -- ----- (2)2X POST (2)2X POST I 20'-0" vn. I I - ---- 2-TW3046 i (4)14 Of 2X6 POST I ( I up -- - 2r 7n ,Z, 7„ ------ — — 15'-4" 11 —8" 7'-10" Q i\ <D) O N t o N iWl 6 —0 5 —2 0 o O W 1 IQI „TJ1560 WOOD-1 FJ " Z W x V m I I I=I , , O � � J N I 01-j1 , , D. W , o B LIVING ROOM ' ' IXI ' ' x " ISI ENTRY `� J DECK M v I�I w o I Ni i I�1 i i x rn 14"711560 WOOD-1 FJ is 16"OC . 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH M U I / _ - RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER CV E-t I (D 0) i i i I I i i v � MANUFACTURE'S INSTRUCT1ON5. F[.�.�, U I I 2).PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. N N x1...4 " (4)2X6 I I � N l nt tPOST i i 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 00 _ _ 14"dia. FG COLUMN I 6X6 ACQ POST(TYP.) 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. l � 1 � � O I ; ; O 5). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. r� " COVERED PORCH 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 14 dia.FG COLUMN I I � . o 6X6 ACQ POST(TYP.) "' OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS rn ON EACH SIDE OF OPENING,PROVIDE 3 JACK STUDS ON EACH SIDE FOR + HALF HALL MICROLAM HEADERS. m O ed HALL N o rn v ��, l ' ' ,p, H 21 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS x x ' ;_; + O v (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, O m M 1 m ' N'X' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. `o o ;�; 2 -6 I N PER CODE. d `� o V m U'p OI l WALK-1N CLOSET vi 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE " w y (2)1-3/4X14 ML GIRDER Lo E 3_6"- - 3'-0" APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING O v 4 / - - - HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. P' d'1 N ------------ II a r. v m 0 4 -----� ----------------i Z 9).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH - 0 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. U 6' 0" NR l I 1 COVERED 1 WALK-IN 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY 00 _0 PORCH -2 -0 0 , 1 COMPLIANCE REPORT. cv X iv CLOSET O W O ----------------- 00 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. I I "TJ1560 (a 16110C 1 BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 1 ----------------- C O� SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE --r�----------------' ------- ------- AREAS. -- 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. Cn W - --- 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. Lu 1 ' " t - porvoc I p Pr) L i I ; ; O '"' --------------- d 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS () 0 I OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. Q N 00 X V ; ; DEN ----------------- � INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. IM MASTER BEDROOM 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 0 I I I = 2'-4" -------- --- --- - N � I I x I I d E N MASTER AT ------ -""_ O I N I I t I I 1 1 I U I I ' 9'—O„ I I 1 vJ 1 � O II i i N �/.I ® '�� (d)2X10 (3 C10 1ST. 10 (2)1-3/4X14 ML GIRDER FPLAN E PROJECT NORTH i•� O (2)2X10 DF#2 ' ' �"' (2)2X (2)2X CW135 SCALE. 1/4" = 1' S POST POST EXISTING KITCHEN AND BATH LIVING SPACE: 2532.6 sq ft. CABINETS AND APPLIANCES TO 1w _ �yp� # 4 —0 10 —0 8 —11/2 12 — 15 —81/� BUNK ROOM: 787.5 sq. ft. BE DONATED ��� C4 <, 14'-0" 36'-6" "`,m -', �� DRAWN: MH/MS ' ,w ',� C SCALE: 1/4"=1'-0" JOB#: August 03,2016 ..• 2�4 �O SHEET NUMBER: A-4 REVISIONS: •---------------------------------------------------------------------i I I 1 I 1 1 1 1 1 i 1 1 1 ' I I 1 1 1 I 1 TW3046 2-TW3046 TW3046 ' 1 ' ----- ----- ----- -- — -- ----- ----- I I I I 1 I ---------------------------- 1 t 1 'PLT.HT. o N 5'-51/2" BATS Na 4 5'-1" UH ` 11 3'-101/2" LINENTILEDo t I WALL 7Nr SHELVES 5' 2'-4" O z SH , r• BEDROOM No. 1 Q ' CATHEDRAL CEILING ; b - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x a O �^ Q oa NORTH UNFINISHED ATTIC as w I ' INTERLOCKING I . (NON-HABITAL SPACE) O N z ♦ , ; WEATHERSTRIPPING ; O ♦` 13'-9" 13'-7�/2" W/DOOR SWEEP '4'-91/2' 1 ^ 1 ♦'.� � ;� �/ LOFT 2'-6" 1 1 I 1 1 1 I I I 1 i 1 1 1 --- ------------ I I I 1 I 1 1 1 I 1 \ I I WALK-IN ,Q I I 1 I I 1 1 1 I I 1 WALK-IN CLOS 'D 1 I I I I t I I I CLOSET I I I 1 I I 1 1 1 1 1 I I 1 ------------- I I t I ► I I t I I I I I , t t 1 1 1 1 1 1 ()o I I I 1 2'-6" ; 1 I V1 I t 6'-83/4" 6'-83/4" ' ' 4'-0" 1 I t I 1 I I 1 11 I I ♦ ; 1 I ' O I I HALL I I I GU ST BEDROOM ' CAI HEDRAL CEILING I t = •-------^ I ' I I Q _ - - - - - - - x 1 I � , ;PULLDOWN; -STAIR(TBDp i 1 I I ^ CV ' ' 1 5-11/2" 13'-,31/2 10, 1 1 I I BEDROOM No. 2 I I ' I CATHEDRAL CEILING ° ------ I _ _4_0"_ _ 1 2'-6" I ! I I i I W LK-1 ' 1 I CL 13'-9" 7'-61/2„ --- -41, o i cn `�' E OV I I I I 1 I I I i t p '� v I '-91/2" '-7' 2' 4" I ' 2 11 ' -N I I � rr'-1 v � V a N WALK-IN � B TH co N a CLOSET --------------------------, , 1 - -------------------------------------------- 'L� ' 30X30 ' r 61 LO 5 KYLIGHT ' I I 1 1 7'-01/4" 10'-91/4" t 5141/2 ; a zJ\ N O W 1 I p ui LO I I ' I I ♦ ' ° I I ; 2'-6" I 1 1 In - LINEN ------ ------------------- 00 � U W BEDROOM No. 3 „ „ CATHEDRAL CEILING ; 5 10 3 -41/2 8 -11/2 x U SOUTH UNFINISHED ATTIC a 0 (NON-HABITAL SPACE) CJS I I ' I 1 ' II I •----- - - --------------- INSTALL FLOAM INSULATION AL �1G o� CONDITIONED SP CE AREAS IN ATT BOARD ALONG ALL.SEAL ALL SEAM N 1 1 ' N I I I � 3'—10 1/2" Emo $II 1 17 -4 1 I � I I 1 I ui INTERLOCKING Ir------------------------- ' 2'-9" `O �/"pry WEATHERSTRIPPING 1 `� u �1------------------------- :PLT.HT. ¢ ; W/DOOR SWEEP ; Q' ---------------------y — ---------- - TW3046 TW3046 ,�r` 5¢ys.h i W E PROJECT NORTH 2ND. FLOOR PLAN S SCALE: 1/4 = V ,� DRAWN: MH/MS ®,f SCALE: 1/4"=1'-0" LIVING SPACE: 1731.1 sq ft. $ JOB#: 0 F August 03,2016 ATTIC AREAS: 400.8 Sq. ft. SHEET NUMBER: A-5 REVISIONS: 80'-6" " 34'-0" 46'-0" 10' 3" 8' 0" 8' 0" 7P-9" I I , I , EI D I , I , I , I , I , I , I , TW3046 2-TW3046 TW3046 ' , 1 I � (2)2X POST I I , -- ---------------- ------- 1 (2)2X8 DF#2 (2)2X8 DF#2 (2)2X8 DF#2 BATH No. 4 J / 6'FLAT CEILING 1 � ' @16"OC 3'—10 1/2" ;� o I I v 1 � o A 1 \ • I ^I co 1 v O ' A � 1 rI , N 0 - - - - - - - - - - - - - '6" � ^ p WN BEDROOM No. 1 ATTIC ATTIC CEILING I--1 zA-I p O Q 1 X .+ _ - - - - - -• - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x X I w O 1 N o 1 00 m '\ N Q N r� p wQ LOFT p N 8'FLAT CEILINGto � i IL i �J ♦ , I ° 1 ♦ / / 1 iv x I ----------------------------- 2'-6" °° ° CLOSET CLOSET 00 1 1 t I 1 1 1 I 1 1 1 \ X 8'FLAT CEILING 8'FLAT CEILING Q7 Q N I D I 1 1 I 1 1 1 1 N 1 1 1 1 1 1 1 1 2X8 DF#2 CJ 1 1 1 1 1 1 t 1 1 I 1 1 " 45'—101/2" I 2'-6" 00 ♦ 1 N N 1 1 1 , a D ¢ o z � o \ ; HALL co O W 6'FLAT CEILING X ; �' GUEST BEDROOM B N B -0 J _ (2)_2X8 1 ; CATHEDRAL CEILING O 8 a O \ 1 ____I 12'•8"FLAT _ _ _ _ - - _ X� d� 'I I CEILING I * N N 11 co 0 M {z - > 1 t I M ' M - - - - - - - - - - - - - - ' / \ \ 00 MN V X m PULL X/ It STAIR 1N O xv BEDROOM No. 2 4 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH � c� RING SHANK OR SCREW SHANK NAILS AND SUB FLOOR ADHESIVE PER Np CATHEDRAL CEILING UH MANUFACTURE'S INSTRUCTIONS. 0 ♦ 1 11 11 I t ' - = x=_�- ' 2).ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. i ? —4'70"— 2'.6" 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. LL CLOSET 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. / ° B'FLAT CEILING - ' 1 _oma /2X80 ' N X 16"OC H 5).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS t\I 1 _ OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS / ' `✓ p ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR N y ' o I MICROLAM HEADERS. M 0j u m p rn � j 2'-6" 2'-6" 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS X toy 1 ^ (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, r'' iyq' Z'—6" FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. p,'v N o zo i ib"OC PER CODE. cz � 0) 2X8 CJQ N N BATH 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE v 00 1 NO. S APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING -+ W FLAT CEILING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0 \Q (2)2X8 - — - 8).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH • �� 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. � u ", v N � (� 30X30 i /' ^ 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY N y v n 1 SKYLIGHT COMPLIANCE REPORT. 0 W Do ' i 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. \ ; t (2) 8 , C / !'� p� BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT ' l• SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE \ 16� 2'-6" ------ -------------------- C14AREAS. X 0 `\ CEI ING , 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. W � BEDROOM No. 3 \ ; 1 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. o a CATHEDRAL CEILING ; ,o 0 v Ni I•-+ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �,I co Zo X x: I 13).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS V ATTIC N aU ¢. rn OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. 0 r m ; W FLAT CEILING I "' INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. N ; --------\_________________v 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. i) so i ' I 1 i 00 Q' IN i 1 1 I \ 1 LL. 1 U 1 a 1 \ 1 , i 00 a 0 1 V I_ ~ � = 1 X FA O to = 1 N J (2)2X81DF#2 (2)2X8 DF#2 TW3046 TW3046 en 13 -3 10 -0 13 -3 4�s' :? W E 2ND. FLOOR PLAN- 10 PROJECT NORTH �A� 36'-6" 11�1BC A S SCALE: 1/4" = 1' Uy '7- V DRAWN: MH/MS 41 SCALE: 1/4"=1'-0" ,�. AV 7r n JOB#: August 03,2016 SHEET NUMBER: r r 4 A-5 REVISIONS: D ----------------------------------------- ---------------------------- 1 , E 1 1 , I ' ' 1 1 12 ; 1 C) 1 1 3-I/4 1 1 t l C4 1 1 1 1 1 I 1 1 1 1 1 1 ' -- -----------------------------+ ------------- '---- ---------------------- ----------------------- ------------------------------------------------------------ �� u , ----------- ----------------12-----------� -------- ti � � ----------- ----+---- -------- ------------------------------------------ 1 0 12 LL O O :0 10 1 , ' 3-I/4 , , , '-:771 ; 1 2X12 LAYOVER PLATE 1 1 1 1 � •' `�_ ----'�� _ � _ (3)1-3/4X9-1/4 ML 1.-? 6e ' •_------_---• . . 1 1 •_-__--__+ 3-1/4 II✓// ' 1 1 e------ 1 ' 1 I I 1 1 1 1 1 1 2+ (3)13/4X9-1/4 ML ; 1 2k1 1 ' O! ' 1 1 ---- ' ' 1 1 I Op 1 ' 1 I •------ 1 1 ' 12 1 ' P STANDING SEAM LEAD COATED COPPER I 1 OVER EPDW,FLASHED(TYPICAL) I 10 q!!� 10 3/4"T&G EXT.GRADE SHTG.OVER , 1 1 1 I ��, ; ' t 1 DBL 2X10 DFF2,1/4"d2"PITCH I j, 1 I 1 I , Q� , , 1 ' A 1 1 1 1 1 1 , J 1 , I 12 , 1 'O' 3-1/4 FLAT ROOF ' 1 1-3/4X11-7/8 ML RIDGE 1�1 1 `---------------+ `-------------- /2X10 Df!!2 _-- ; � I� � - � / •---------- -------------------- I 11 r RR @16"OC ; , 12 ; o, 1 1 1 1 1 1-3/4X14 ML RIDGE 1 , �Q,�, 3-1/4 (3)1-3/4X9-1/4 ML 1 1 1 I ' 1 , O 0 �► 1 t -------------------------- ---------' ' (3)1 3�4I--- - --------------- I 10 ' t 1 O t ' 1 , 1 1 1 1 1 1 1 1 1 I " I I 12 1 1 1 I ; 4 RR @'6'OC q[[�f AI TF 1 1 I I 1 1 1 --- -------------------- ------------------------------ ' ' ' ------- --- - I I 1 1 1 ' •----------------------------------------' ' ------------------ ---- ' , ' - (2)1-3/4X9-1/4 ML ' ------------------------- ----------- t , , _ - - (3)1-3/4X9-1/4 ML � ' ---------- ' 1 1 �(2)1-3/4X9-1/4 MtL ' \ D • ; ; +\ ; ; 12 10 _ , 1 12 1 1 J � I � 1 1 C R W B I y I 1 10 !! I 1 17 Jc , ' 1 1 < B <� , ' , ' �. , , Cn ON , 1 1� 9 i t x ' i �� i i ROOF POCKET IX 12 O x m o m O , , , , ; , 1-3/4X11-7/8 ML RIDGE , , m STANDING SEAM LEAD COATED COPPER O Z I 1 ' 1 ^;I 1 ' •..I I I OVER EPDW,FLASHED(TYPICAL) '^\,� 4 0 X1-3/4X11-7/8 ML RIDGE v ; ; 3/4"T&G EXT.GRADE SHTG.OVER I v v=v 1 1 1 1 ' 1 1 2X6 DFM2 @76"OC RR M °;m D 0 1 1 1 1 1 1 I `�-}j Q oQ I O n n 1 I 1 1 1 1 �v cc 1 1 1 1 1 1 1 1 1 1 1 ----'-�- ;zzz -- ---- ----LIZ -----+ 1 (2)1-3/4X9-1/4 MIL CJ p 374X9-1f4 1 1 1 ' 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. V 1 cV U 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. I 1 GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. (2)1-3/4X9-174'M L ~ ' i ; ; 3). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10 OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, HALF ROUND FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 2X4 BLOCKING GUTTER ' ----- ' i - 1 1 i i i i 4).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 12 i ; 12 E&CB SOFFIT 1X8 FASCIA S).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND „ 4 I 1 1 1 1 1 1 ' 3-1/2 CROWN o ' 1 4 1 , , , , , , , 1 DIRECTLY TO THE DECK ALONG EAVES. r� 1S-400 CORAVENT r"' 1 ' 1 RR @16"OC i i i ' ` - (V N _____ r.'- I 6).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ SOFFIT VENT STRIP cM 4 o 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 5/4X8,5/4X4 Cn n X �� V FREIZE BOARD o 1 7).ICE&WATER BARRIER TO BE USED IN ALL VALLIES,RIDGES,INTERSECTIONS W cn O _ ' I 1 1 1 12 t ' 1 ' WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. P1,u 1 1 t—� 2 1-3/4X91/4 ML ' t -- -- -----------' i 10 ' i ' tt1 �' LCz @) c>s k)� (3)1-3/4X9-1/4 ML , , , 1 , , 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD...SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. v Lo a; P[gTF ; ; ; �, UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE EXTERIOR WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS O .L COMPLETE. OPENING cn U) C I !\+ 1 _ lz ______________ ` :_____ i \`� ; 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. U m 1 1 I 1 ; USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT `v LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 00 a� v _j A o'z ! ----------------- , ,1` , USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT p ua p z 1 , •---------------- ` 1 ' CUTTING INTO SHINGLE SURFACE. SIDING SOFFIT DETAIL o, m°m O i I 1-3/4X11-7/8 ML RIDGE (a ' �`P ; 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 v I 1,n O 1 IX �� 1-3/4X11-7/8 ML RIDGE , AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 1 w 6 T o O ; ' ; \�/ 1 ; RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. COR-A-VENT ROOF-2-WALL 16" OVERHANG (TYPICAL) � M �° x , ; I N �\; 12 ; CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO SIDEWALL VENT V I n a i 12 1" ; ��� i CONCEAL VENT. W 1 <>O ; 1 10 JPS , Nv� 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. ------- ! ROOF RAFTER FIRE B OCKING (3) 1-3/4X9-1/4 ML 12 ; � ; • �1 1 1 1 (2)1-3/4X9-1/4 ML ; ; ; " 10 E PROJECT NORTH ' ' ROOF PLAN '• ' ' 1 1 i 1 ; CEILING JOIST -`-- REVISIONS: 1-3/4X14 ML RIDGE (2)1-3/4X9-1/2 ML 2X6 COLLAR TIE 16"OC 1-3/4X11-7/8 ML RIDGE BLKG.AS 1100 12 REQ. 'O2 10 2X10 DF#2 Q/p RR @16"OC ATTIC 04161, Oc Li 5Q-SHT . _ (2)1-3/4X9-1/2 2X8 DF#2 C1 @16"OC ML 1-3/4X14 ML RIDGE [�] O Q 1 BEDROOM No. 1 ATTIC 2X10 DF#200 p RR @16"OC 1 12 C DBL.2X10 DF#2 BATH U L 6O No. U — - - — RR @1 2X10 DF#2 3/4"SUBFLOOR — _ - — !� w RR @16"OC 14"T11560 WOOD-1 FJ @16"OC 14"T11560 WOOD-1 F1 @16-OC3/4"SUBFIOOR ^ BLKG.AS (3)1-3/614 ML ( dUR-J REQ. (3)1-3/4X14 ML w/ KITCHEN (2) 3/4"STEEL ^ M V7 o DINING i GUEST BEE ROOM u a) 0) ^ SITTING AREA 0 3/-61,� (2)1-3/4X14 ML w/ 4"711560 F1 @ 16"OC 3/4"STEEL EL._36.6' 3/4"SUBFLOOR 3/4"SUBFLOOR EL.36.6' ° 14"TJ1560 WOOD-I F1 @16"OC 14"T11560 WOOD-1 FJ @16"OC (2)14 ML — - - — HT1 EL. 35.9' L.35.4 °a ` (3)1-3/4X11-7/8 ML w/(2)3/4"STEEL .•• EL.35.4' v 1 , ° (2) 1-3/4X14 ML w/ 2X8 ACQ PLATE c • OVER W10X45 3/4"STEEL ;ti a • O Q ,'� p EL.32.0' e • „a 'a • 0 Z FM 5X5X1/4 F-" p ° j� a:. STEEL ° O /� W WINE CELLAR EXERCISE AREA •�o COLUMN GARAGE o • F"� a W D„ x 10"PC WALL �• ' = q f °•• ton N H DAMPPROOF 3'-91h" F_i �D 4 • 1 a.• p • 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED EL.26.0' ° 4"CONC.SLAB ° .p WIRE FABRIC OVER 2"(MIN)SAND ON 6"GRAVEL. EL.26.0' •. - • I• • •• a •. • •• • •. • •• • I• I I• a I. I a• a I. I ♦• ♦ •. I I• • 1. • •. • /• • ♦♦ •11 / I• • I• a •• I •. • /. • •• • a• O • _ _ 0• . . . .. • • - ��_ — p. 54"X54"X16"CONC.FTG' ° (6)#5 REBAR em.(9"OC) STEP FOOTING • a• . ° AS REQ. - - -- - _ t, s'v• EL.22.6' ATTIC - - - - - 24"X ) CONIC.FTG- (3 A-A y (3)#5 REBAR N v SCALE: 1/4" = V •eav � B o 1ST. FLOOR m u U C 00 v tV r v 0 a R-TT FLOOR SECTION TO BE FRAMED W SEPERATLY FOR REMOVAL FOR FUTURE ELEVATORu u O BASEMENT d N BUILD PIT FOR w n FUTURE ELEVATOR c • e s IN SC��L DRAWN: MH/MS SCALE: 1/4"=11-0" JOB#: August 03,2016 SHEET NUMBER: A-7 REVISIONS: 12 1-3/4X14 o0 10 ML RIDGE 1-3/4X11-7/8 ML RIDGE r O 1-3/4X11-7/8 ML RIDGE 2X8 C1 @16"OC , 2X10 DF#2 RR @16"OC Q 0 Xv E-+ 2X10 DF#2 ^ ~ 2X10 DF#2 2X10 DF#2 RR 16"OC U VALLEY VALLEY O con 2X8 C1 @16"OC O I 00 STANDING SEAM LCC STANDING SEAM LCC OVER EPDM OVER EPDM (2)91_1/2 ML 6 "OG 2X6 @16"0 3/4 SUBFLOOR 9-1/2 .2 10 C� RR @16 14"TJ1560 WOOD-1 FJ @16"OC ML Z� 2X6 CJ @16"OC = 2X6 C1 @lb"OC (3)1-3/4X14 6, (3)1-3/4X14 — ML GIRDER ML , � V1 Ll I LJ O O a Lo Un rD IIIIIII Jill 14"FG COLUMN 6X6 ACQ POST r,14 DECKIN Id 2Xi0 ACQ DJ#16"OC ' �•,� 14"TJ1560 WOOD-I FJ @16"OC 2X10 ACQ @16"OC - - L.35.4' - - EL 35.4' SLEEPERS IX ACQ TAPERED 7X14 PARALLAM 2X8 PLT. OVER EPDM,FLASHED ON ' ` PSL GIRDER W10X45 . . ,' � EL.33.5' 5-1/4X14 PARALLAM i GIRDER 3/4"EXT.GRADE SHTG. c EL.33.0' PSL GIRDER , EL.32.0' cn 14"FG COLUMN- 6X6 OLUMN 6X6 ACQ POST i i 5X5X1/4 ,' �� ,' O O 00 TUBE STEEL N v 2X10 i �� i �� m ( 41 OV D. D. STUD WALL n + ► e i iLl X ^ U •.Dw,a CONC.PIER/WALL ` M m p CONC.PIER/WALL '• ' (SEE PLAN)w/ ;`' (SEE PLAN)w/ , CULTURED STONE a,;.:, CULTURED STONE — - .2fi.D' n►;�. e► 4"CONC.SLAB a 4"CO C.SLAB a,, ` ' EL.26.0' + _ fid.D Cdr D d.� a. a •. • e. a • a ♦. ♦ •. ♦ a. a ♦. ♦ ♦. • ♦ ♦ a ♦. ` i w U 10"PC WALL ,p w ! a bi b,✓�- . i ; 10"PC WALL � v3 e �� e 54"X54 X16 CONC.FTG. _ DU m cn — - - — � (6)#5 REBAR e.w. (9"oc) of ; ' d EL 22.6' e'v♦ ; v► 3 D'v.� U m 4; —- - — 24"X12"CONC.FTG. 24"X12"CONC.FTG. � M (3)#5 REBAR (3)#5 REBAR N v 0 W SECTION B-B SCALE: 1/4" = 1' Emol w uu 0 W � N Uu DRAWN: MH/MS SCALE: 1/4"=1'-0" �* Y ' JOB#: August 03,2016 �® ti SHEET NUMBER: ` Q>° N A-8 REVISIONS: 1-3/4X14 ML RIDGE W (2)1-3/09-1/2 12 ML VALLEY 1-3/4X11-7/8 ML RIDGE 2X8 @16"OC Q O w (2)1-3/4X11-7/8 Ml 1-3/4X11-7/8 ML RIIDGE U w/3/4"STEEL VALLEY O O - - _ - 2X8 @16"OC 2X10 RR @16"OC O I 00 STANDING SEAM LCC OVER EPDM (2)9-1/2 ML 2X6 @16"OC 2X12 WALL 2X8 @16"OC 14"T11560 WOOD-1 FJ @16"OC 14"T11560 WOOD4 FJ @16"OC (3)1-3/4X14PROVIDE SOLID BLOCKING �W ML GIRDER UNDER WALL(TYP.) V 1 O " � � O W z o „ p L-1 I noI 1NA � 14"dia. FG UMN p i 6X6 AC ST �j M U L.I I I IyFT1 U EL._36.6' _ _ EL._36.6' 2X10 ACQ DJ @16"OC 14"TJ1560 WOOD-1 11 @16"OC 14"T11560 WOOD-1 FJ @16"OC EL. 35.4' EL.35.4' W10X45 STEEL GIRDER /4X14 PARALLA � � 7X14 PARALLAM � , ,` i PSL GIRDER , ` " EL.33.5' PSL GIRDER w/2X8 PLATE ,i a EL.33.0' EL. 32.0' i i ip i MY I 14"dia.FG COL i i // // m O cn AG1 V O) 6X6 ACQ P i i i �/ �/ Q1 t\ + o c O M r, a CONC.PIER/WALL / ilil I / i (SEE PLAN)w/ i rl 71, CULTURED STONE i„ ; ; ; /� . Ij Ll ` R, a (off _ EL.26_0 eD,,.a 4"CONC.SLAB ' ` p v � ' ` ' ` EL.26_0' 00 • e e. a e. • •. • •. • • e e •. a •. • e. ♦p — — u \ O a.,;: D: D,: 10"PC WALL - - EL.22.6' �:►1 1•ve� y�� ,•w� D:►�1•vi'+ �"o�� v� v� v v D• - - - - . . .. . . 3 s .. cV 9 v 16"CONC.PIER 24"X12"CONC.FTG. 0 W REINFORCED w/ (3)#5 REBAR p, (4)#5 VERT REBAR 24"X24"X12"FTG. SECTION C-C. _SCALE: 1/4,� 1, 0 N INS U y 7�'1`j ba DRAWN: MH/MS 1a°p SCALE: 1/4"=V-0" � JOB#: August 03,2016 or SHEET NUMBER: -- A-9 REVISIONS: O Q ^� Q I---I O O U W a O a 1-3/4X14 L RIDGE _ 2X6 a4E"OC - - O Off' I i �1b 00 QC` )ER PLATE W O '0 RR Q L� 3/4 SUBFLOOR @16"Oc O 14"TJ1560 WOOD-1 FJ @16-OC 2X8 CJ @16"0C O Z W 2X4 TIES Z (3) 1-3/4X14 @16"OC ML FLUSH BEAM W � -o� ►�i 1ST.FLOOR EPDM,FLASHED OVER ��""`�"'11 � U L0 I GUEST ROOM 3/4"T&G EXT.SHTG. V 1 c j 2X ACQ EXPANSION cn O 5/4 DECKING SCUPPER OINTr V 4"min.CONC. w SURROU 11 7-i/4 ML g16"OG ND -__- 2X6 ACQ PLATE EXPANSION _ - JOINT REDUCED HEIGHT 8-5/8"+/-VIF 0�° RENCIH DRAIN! GARAGE D- 3/4 SUBFLOOR EL.36.6' o. — - PERIMETER ---- C. 14"TJI560 WOOD-1 FJ @16'OC EL,35.8WALL ,A ' CON '� o 5/8"TYPE-X FIRE RATED EL 35.4' SHEETROCK ON WALLS AND CEILING PER CODE DBL UP TYPE-X (3)1-3/4X11-7/8 ML •.�' m Q O uQj SHEETROCK AT w/(2)3/4"STEEL • a` n GIRDER GIRDER •� p v `, � ��• O O � X O 45min.FIRE RATED DOOR �•4 10"PC WALL@v W/SELF-CLOSING HINGES v ' AND STEEL JAMB ;'.• DAMPPROOF +� ' 5X5X1/4 ; -+ TUBE STEEL ,' .• —- EL.26.0' pO�Q`i U v cn �D • e e. • e. a e. a All, e e e. 4"CONC.SLAB,REINFORCED W/6X6 10/10 WELDED WIRE FABRIC O p W OVER 2 (MIN)SAND ON 6 GRAVEL.SLOPE TOP OF SLAB TO 'o ., b�ob� 'o ° Imo, n� OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2° 54"X54"X16"CONC.FTG. 24"X12"CONC.FTG. d DOWN AT DOOR OPENINGS,#5 VERTICLE REBARTO BE (6) 5 "XI6"REBAON .FTC (3)#5 REBAR —- - — �•o,, INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. EL.22.6' SECTION DSTEP FOOTING AS REQ. W SCALE: 1/4" = 1' 0 W � N V 7 r:;�st) AF_ ts Ali, �INSC -A DRAWN: MH/MS �- SCALE: 1/4"=1'-0" JOB#: August 03,2016 SHEET NUMBER: A11111111111111111111110 REVISIONS: 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE )R DF# CJ 16"0 O''I 2X10 DF#2 Q RR @16"OC Z W 0 ►-r ^O W h-+-i 2X8 DF#2 CJ @16-OC O 00 1 mr--, 3/41 SUBFLOORIffill U 14"TJ1560 WOOD-1 FJ @16"OC (2)2X12 DF#2 ARCH OPNG HDR TW 0 0 z o w 4 z vs w W 0 � � M EL.36.61 3/4 SUBFLOOR V1 EL. 35.4' — - - — 14"T31560 WOOD-1 FJ @16-OC (2)1-3/4X]4 ML FLUSH BEAM WINDOW WELL O OUTDOOR I •• II SHOWER 04 1l( 0 D •4 D cw EL.26.0' ' 4"CONC.SLAB 1 - — — -- ti D e. a e. a e. ♦ e. a e. ♦ ♦. e• a. ,�• x O VIII II ": :N . mnu �uuwi—unr; yr td 10"PC WALL O a� v �4 .. . DAMPPROOF �+ N r,J 4 EL.22.6' s•c.p �•o.�: �Lo U v STEP FOOTING SECTION E-E 24 (3)#5 REBARTG N AS REQ. O W SCALE: 1/4"' = V 4 Emmow u � 0 W � N U � r�A,, SCg, ��� DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: �* August 03,2016 SHEET NUMBER: A- 1 1 REVISIONS: 3/4"THiCK BiRCH - PW 1383 6" ZX6 NAILE SHELVING `HR 1/4"LUAN OVER HR INTERIOR T NOTES : 3/4"X106 2" FINISHED SHEEfROCK 3/4"X 30-1/2" BL NG QX6 NAILER i/4"XLF BEADED 15/16"FL X2-1/4' 1).TRIM WORK TO BE SUPPLIED BY HUDSON RIVER MILLS 631 755-2271 CROWN BY PW1383 6" PW1383 6" SHELF EDGING ) ( ) ( PHOENIX WOODWRiGHTS (631) 727-9691. HR to6 HR 1P06 ® HR 106 3/4"X 3-1/2" 3/4"X5-1/2" 2). TRIM AND MOLDINGS: INSTALL IN SINGLE" UNJOINTED LENGTHS AT OPENINGS AND 3/a"x 3-1/2" 1X3 BIRCH CLEAT O HR 1510 FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, 9/16'X5-,l2" COFFERED CEILING DETAIL (SIDES&BACK) USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT sz"TO TOP OF 00 FINISHED FLOOR RUN. STAGGER JOINTS IN ADJACENT MEMBERS.COPE MOLDING AT RETURNS. MITER HR 106 ALL CORNERS. DO NOT SPLICE TRIM.TRIM TO BE NAILED EVERY 16 INCHES WITH 16-GAUGE FINISH NAILS. 3-1/2' NAIL HOLES TO FILLED iN WITH SOFT,RUB-IN-TYPE PUTTY.MITER CORNERS.GLUE AND PW 1363 6" 3). ATTACH THE WORK SECURELY IN PLACE. FASTEN CORNER JOINTS WITH FINISH NAILS. a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET 16" _ HR 106 NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 3/4"THICK BIRCH ! SHELVING 3!4"x3-,/z" NATURAL FINISH (IF ANY). b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT - HR478 INTO OR DIRECTLY ATTACHED TO SUBSTRATES. - - - - - - 13/16"X 1-1/8" 1/03/4"BEADED SHELF EDGING 4). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY 1-518"POLE HR 106 GRADE SPECIFIED. FIR 314"x3.1/1" a). SECURE CASEWORK TO GROUNDS, STRIPPING,OR BLOCKING WITH COUNTERSUNK R 2504 or CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID INTERIOR 1X3 BIRCH CLEAT O -1/16 4,SK INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. DOO R (SIDES& BACK) I - ' 66"TO TOP OF 0 1-,n6' 1cK b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. FINISHED FLOOR HR 1404 TRUSTILE TS2060 314"X3/4" 5). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): 1-3/4" THICK 3/4"X31/2" a). COORDINATE AND VERIFY SIZES AND DOCATIONS OF OPENINGS FOR FIXTURES 1ST. FLOOR: 8'-0" w WITH ACTUAL FIXTURE SIZES. FORM INISIDE CORNERS TO A RADIUS OF NOT LESS 2ND. FLOOR: 6-8" THAN 1/8". ROUT CUTOUTS AND FiLE CUT EDGES TO SMOOTH SURFACE FREE OF W TYPICAL CLOSET SHELVING 3/4"XHR >;/4" CRACKS. Q a x � HR 1311 U E"{ 9/16"X7/8" ^ � ^ W � � O V1 O LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW&DOOR CASING: CEILING TRiM: REMARKS: LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW&DOOR CASING: CEILING TRIM: REMARKS: LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW&DOOR CASING: CEILING TRIM: REMARKS: O 0 BASEMENT 1ST.FLOOR: 2ND.FLOOR: POPLAR BASE TRIM POPLAR CASING POPLAR CROWN GARAGE: UNFINISHED CONCRETE 5/8"TYPE-X FIRE-RATED GYPSUM 5/8"TYPE-X FIRE-RATED GYPSUM POPLAR BASE TRIM POPLAR CASING GUEST BEDROOM: 3.1/2 SEL.RED OAK 5/8'GYPSUM 5/8"GYPSUM POPLAR BMSE TRIM POPLAR CASING POPLAR CROWNw LOFT: 3•In SEI.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN MECHANICAL ROOM: UNFINISHED CONCRETE 5/8:"TYPE-X FIRE-RATED GYPSUM 5/8"TYPE-X FIRE-RATED GYPSUM POPLAR BASE TRIM POPLAR CASING WALK-IN CLOSET: 3-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN STAIR HALL: 3.1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN HALL: PORCELAIN TILE 5/8"MOISTURE•RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING MUDROOM: 3-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BAISE TRIM POPLAR CASING POPLAR CROWN BEDROOM No.1: 3-1/2 SEL RED OAK FLOORING 5/8"GYPSUM IX6 T&G VJ PAINTED POPLAR,1X4 BORDER POPLAR BASE TRIM POPLAR CASING POPLAR CROWN CLOSET: PORCELAIN TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING WALK-IN CLOSET: 3-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN CLOSET: 3-In SEL.RED OAK FLOORING 518"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN STAIR: SEL.RED OAK TREAD,PAINTED RISERS 5/8"MOISTURE•RESISTANT GYPSUM 5/8'MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING OAK RAILING/POSTS,PAINTED SPINDLES LAUNDRY ROOM: 3-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BEDROOM No.2: 3-1/2 SEL RED OAK FLOORING 5/8"GYPSUM 1X6 T&G VJ PAINTED POPLAR.1X4 BORDER POPLAR BASE TRIM POPLAR CASING POPLAR CROWN EXERCISE AREA: PORCELAIN TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING STAIR LANDING: 3-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TIRIM POPLAR CASING POPLAR CROWN WALK-IN CLOSET: 3.1/2 SEL.RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN RECREATION ROOM: PORCELAIN TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING KITCHEN: 3-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BAISE TRIM POPLAR CASING POPLAR CROWN BEDROOM No.3: 3.1/2 SEL RED OAK FLOORING 5/8"GYPSUM IX6 T&G V)PAINTED POPLAR,1X4 BORDER POPLAR BASE TRIM POPLAR CASING POPLAR CROWN WET BAR: PORCELAIN TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM POPLAR BASE TRIM POPLAR CASING PANTRY: 3-1/2 SEL.RED OAK 5/8"GYPSUM 518"GYPSUM POPLAR B&SE TRIM POPLAR CASING POPLAR CROWN BIRCH PLYWOOD SHELVING WALK-IN CLOSET: 3-1n SEL RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN CHANGING ROOM: PORCELAIN TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING 42"h WAINSCOTTING,BUILT IN DINING ROOM: 3-1/2 SEL.RED OAK 5/8"GYPSUM BEADBOARD,COFFERED CEILING POPLAR B&SE TRIM POPLAR CASING POPLAR CROWN GUEST BEDROOM: 3.1/2 SEL RED OAK FLOORING 5/8"GYPSUM 1X6 T&G V)PAINTED POPLAR.1X4 BORDER POPLAR BASE TRIM POPLAR CASING POPLAR CROWN POOL TOYS CLOSET: PORCELAIN TILE 5/8"MOISTURE.RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING SITTING AREA: 3-1/2 SEL.RED OAK 5/8"GYPSUM BEADBOARD,COFFERED CEILING POPLAR BASE TIRIM POPLAR CASING POPLAR CROWN PANELS UNDER WINDOWS,BEAMED HIPS WALK-IN CLOSET: 3.1/2 SEL RED OAK FLOORING 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN MUDROOM: PORCELAIN TILE 518"MOISTUREAESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING 42"h WAINSCOTTING,BUILT IN LIVING ROOM: 3-1/2 SEL.RED OAK 518"GYPSUM BEADBOARD.COFFERED CEILING POPLAR BADE TRIM POPLAR CASING POPLAR CROWN PANELS UNDER WINDOWS BATH No.4: BX8 TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING POPLAR CROWN 42"h WAINSCOTTING LINEN CLOSET: PORCELAIN TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING ENTRY: 3-1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN BUILT-INS ALONG SOUTH WALL LNEN CLOSET: 8X8 TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING POPLAR CROWN WASHER/DRYER CLOSET: PORCELAIN TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING WALK-IN CLOSET: 3.1/2 SEL RED OAK 5/8'GYPSUM 5/8"GYPSUM POPLAR B&SE TRIM POPLAR CASING POPLAR CROWN BATH No.5: BXB TILE 5/8"MOISTURE-RESISTANT GYPSUM 5!8"MOISTURE•RESISTANT GYPSUM TILE BASE POPLAR CASING POPLAR CROWN 42%WAINSCOTTING V 1 ^ BATH No.2 PORCELAIN TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING 42"h WAINSCOTTING,BUILT IN STAIR: 3-1n SEL RED OAK 5/8"GYPSUM/PANEL 5/8"GYPSUM POPLAR BAISE TRIM POPLAR CASING POPLAR CROWN PANELS w/SILL CAPPING LINEN CLOSET: 8X8 TILE 5/8'MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING POPLAR CROWN OUTDOOR STORAGE: UNFINISHED CONCRETE 1X6 E&CB AZEK - PROVIDE DRAINAGE FOR DECK ABOVE OFFICE HALL: 3.1/2 SEL.RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR RAISE TRIM POPLAR CASING POPLAR CROWN SOUTH ATTIC: UNFINISHED PLYWOOD WALKWAY BLUESTONE 1X6 E&CB AZEK _ PROVIDE DRAINAGE FOR DECK ABOVE OFFICE: 3•ln SEL RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN NORTH ATTIC: UNFINISHED PLYWOOD OUTDOOR SHOWER: BLUESTONE IX6 T&G VJCL.CEDAR - CONNECT DRAIN TO DRYWELL BEDROOM HALL: 3-1/2 SEL RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN O F-+ MASTER BEDROOM: 3-In SEL.RED OAK 5/8'GYPSUM 5/8"GYPSUM POPLAR BASE TRIM POPLAR CASING POPLAR CROWN WALK-IN CLOSET: 3-1n SEL RED OAK 5/8"GYPSUM 5/8"GYPSUM POPLAR BARE TRIM POPLAR CASING POPLAR CROWN MASTER BATH: 8X8 TILE 5/8-MOISTURE-RESISTANT GYPSUM 5/8'MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING POPLAR CROWN 56"h WAINSCOTTING O �C) M LINEN CLOSET: 8X8 TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8'MOISTURE-RESISTANT GYPSUM TILEB/P.SE POPLAR CASING POPLAR CROWN 42"h WAINSCOTTING U� N HALF BATH: 8X8 TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/B"MOISTURE-RESISTANT GYPSUM TILE BASE POPLAR CASING POPLAR CROWN 60"h PANEL w/SILL CAPPING.APRON I•� BATH No.3: 8XB TILE 5/8"MOISTURE-RESISTANT GYPSUM 5/8"MOISTURE-RESISTANT GYPSUM TILE BLASE POPLAR CASING POPLAR CROWN TILE WALLS �.T.� U EAST PORCH: 5/041PE PANELED CEILING STAIRS: IPE TREADS,PAINTED RISERS - WEST PORCH/DECK: 5/04 IPE PANELED CEILING STAIRS: IPE TREADS,PAINTED RISERS - NORTH LANDING: 5/04 IPE - CD P-1 cr'v v � rn o v ° x o " PAINTING NOTES : 1 ; EXECUTION: 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH 3).PAINT BACK SIDES Of ACCESS PANELS ANID REMOVABLE OR HINGED COVERS TO MATCH CLEANING AND PROTECTING: i).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. .. .0 SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED EXPOSED SURFACES. A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR EXPOSED TO VIEW SMOOTH AND DUST OFF, a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER U N ,a; COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT EXTERIOR FACES. PROCEDURES SPECIFIED IN PDCA P4. DISCARDED PAINT MATERIALS FROM PROJECT SITE. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. "D 1n OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING 00 v 5).FINISH INTERIOR OF WALL AND BASE CAIBINETS AND SIMILAR FIELD-FINISHED B)•PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE D).ZINC-COATED METAL: N 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES CASEWORK TO MATCH EXTERIOR. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND W HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. REPAINTING AS APPROVED BY ARCHITECT AND OWNER. i).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF b).PRiME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. Q.PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING H),SCHEDULING PAINTING:APPLY FiRST COAT'TO SURFACES THAT HAVE BEEN CLEANED, COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. CABINETS,COUNTERS,CASES AND PANELING. PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PROVIDED BY OTHERS TO PROTECT THEIR WORK. B).COORDINATION OF WORK: 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. 1).AFTER WORK OF OTHER TRADES 1S COMPLETE,TOUCH UP AND RESTORE INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, 1).OMIT PRIMER OVER METAL SURFACES THJAT HAVE BEEN SHOP PRIMED AND TOUCH UP DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES W FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. PAINTED. SPECIFIED IN PDCA Pl. A).STAIN-VARNISH FINISH:(USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS E-4 NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER A SEALER COAT Q USE OF COMPATIBLE PRIMERS. e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY 2).IF UNDERCOATS,STAINS OR OTHER CONIDITIONS SHOW THROUGH FINAL COAT OF INTERIOR PAINT SCHEDULE: AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN. V C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY, PAINT,APPLY ADDITIONAL COATS UNTIL!PAINT FILM IS OF UNIFORM FINISH,COLOR AND APPEARANCE. A).GYPSUM BOARD(WALLS): t).FILLER COAT:OPEN-GRAIN WOOD FILLER. O SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 2).STAIN COAT:INTERIOR WOOD STAIN. BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN 1).APPLICATION PROCEDURES:APPLY PAINTS AIND COATINGS BY BRUSH,ROLLER,SPRAY 1).ACRYLIC FINISH COATS OVER A PRIMER. APPLICATION: SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH OR OTHER APPLICATORS ACCORDING TO MIANUFACTURER'S WRITTEN INSTRUCTIONS. 3).SEALER COAT:CLEAR SANDING SEALER. SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. o� A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE J).MINIMUM COATING THICKNESS:APPLY PAI)`VT MATERIALS NO THINNER THAN b), FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. 4).FINISH COATS: INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN OF SURFACES TO BE PAINTED. a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN MANUFACTURER'S RECOMMENDED SPREADIING RATE,PROVIDE TOTAL DRY FILM VARNISH. E-I DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. B),GYPSUM BOARD CEILING): 04 B).COORDINATION OF WORK: REVIEW OTHER SECTION 1N WHICH PRIMERS ARE PROVIDED ( TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT, K).MECHANICAL AND ELECTRICAL WORK:PAIMTING OF MECHANICAL AND ELECTRICAL 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. ENSURE USE OF COMPATIBLE PRIMERS. a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- SOLVENTS 50 SURFACE IS FREE OF OiL AND SURFACE CONTAMINATES.REMOVE L).BLOCK FILLERS:APPLY BLOCK FILLERS TO COiNCRETE MASONRY BLOCK AT A RATE GLOSS ALKYD-ENAMEL FINISHES, Q.REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY TO ENSURE COMPLETE COVERAGE WITH PO)RES FILLED. LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. MECHANICAL METHODS. b).FINISH COATS: INTERIOR SEMIGLOSS ALKYD ENAMEL. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF E).MATERIAL PREPARATION: M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE C).FERROUS METAL: QI AND PAINTING. 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, PAINTED OR FINISHED AND THAT HAS NOT'BEEN PRIME COATED BY OTHERS. FREE OF FOREIGN MATERIALS AND RESIDUE. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING MR AS REQUIRED DURING APPLICATION.DO NOT MR SURFACE FILM INTO MATERIAL.IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. N).PIGMENTED(OPAQUE) FINISHES:COMPLETIELY COVER SURFACES A5 NECESSARY TO �„ ... TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE PROVIDE A SMOOTH,OPAQUE SURFACE OF:UNIFORM FINISH,COLOR,APPEARANCEa;:� 1 CONDITION AND AS SPECIFIED. F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, r0'" 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONSe_ WILL NOT BE ACCEPTABLE. ��K COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO O).TRANSPARENT(CLEAR) FINISHES:USE MULT"1PLE COATS TO PRODUCE A GLASS- ,, �► 'yC�O '. 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION, -j� "' RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR N DRAWN: MH/MS SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF '," Sa` y`4 EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES OTHER SURFACE IMPERFECTIONS. "�''. i d SCALE: 1/4"=V-0" SURFACE PREPARATION. BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIIBUTE PAINT TO AN EVEN AND FINE JOB#: 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY iNr O �- August 03,2016 WHERE VISIBLE THROUGH REGISTERS OR GRILLES. TEXTURES,SKID MARKS,OR OTHER SURFACIE IMPERFECTIONS. �'+,. SHEET NUMBER: A- 12 REVISIONS: REScheck Software Version 4.6.1 Compliance Certificate NYS ENERGY COMPLIANCE NOTES 1z Project EnewqX Cade: 2070 New York Energy Conservation FOUNDATION: location. Suffolk Cour ' New York Construction Type: Single-family CRAWL SPACE: "ectType: New Construction WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE Conditioned Floor Area: 0 ft2 INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, Cl°zing ame 13% WINDOW AND DOOR WITH WOOD TRiM: ACCORDING TO THE COMPLIANCE ANALYSIS. C awteZone: 4 1). INSULATE HEADER UNCONDITIONED BASEMENTS: Permit Dates 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. Permit Number. 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WiTH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS iN THE BASEMENT. 0n Site: O SITTER HOUSE Mark rchwatr.Arc iit ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. iFT 30 NOISE P-0- Schwartz,Alrrhitzrt 2530 vANsm►r��5�.� P_C5_Box 933 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, CU17CI OGUE,NY Cuti:hogue, NY 11535 WiNDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE G31?34,4195 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. mksarchitr_ct op�ine.ret 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOiD THE WARRANTY. FRAMING: d Y E M' �,. 1 1 1 Y • PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: COrpllanoe: 23.2%SetterT Nn SCO& 6*2ximurn UA: 1364 Your UA: 1176 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. TM%&Nbfrawmia"an cba.rl,ift re%ctx hem dam*to compfimm*tM towd ix buzW an cmdotp dF.at %At*. w it OMS MGT Rw+di on*vfimoa aF mein us*or cine v*66r Y to•mwm{er.tw13�%cr-&. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. W BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Envelope Assemblies C) 4 W a RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG CONTACT ("iC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 9Floorl:Slab43n-Crnde:Nei%ted 270 1a.D 0.702 194 w U 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. Insulation depth:3.0' >, SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS Fkw2.all-woodsVi7rusirOverUnconditioned Space 1,322 30.0 0.0 +0.033 0 � STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: Wall 1:Solid Concrete or IMasonry1nteriorInsulation 2.499 13.0 0.0 0.083 197 a ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. 0 W BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. Window 1:Wood Frarra:0oubk gene with Low-E 97 0.320 31 a/ Dow 1:Class 119 0.324 32 SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: Door 2:Solid 21 0.300 G IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER Wan 2:wood Frame,1G'o.c. 3,730 15.0 0.0 0.060 189 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. wrndow 2:woad Freme:i5wk Pane with tar-E 29G 0320 95 ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: window 3:Wood Frame:Dmible Pane with Low-E 42 0.300 13 HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN V 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. Door 3:Class 210 0.320 67 IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. Dcor4:Solid 55 0.550 31 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM, TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. walll3:wood Frame115'o.c. 1,977 19.0 {5.0 0.080 as PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES window 4:wood Frarne:D4xkk Pane with Low-E 250 0.320 Igo INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: window 5:Wood Frame:Doubk Penn with[.nrr-E 13 0.300 4 SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. Ceif"n,g 1:Cadvedral ceiling 212 30.0 a.0 0.034 9 W HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) �..� HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AiR SEALING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. Project Title: Report date: 07MG[15 p 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Data filenam !AD e:CAUserrafting StationXDDcumentsAREScheck\ ISHER.rck Page T of 2 HVAC SYSTEM EFFICIENCIES: 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. p Z 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE H THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: MW p 1). iF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE U HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE H N 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. U (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AiR BARRIER TO THOROUGHLY g 9 LEAST 5 DEGREES) WITHIN WHiCH CALLS FOR HEATING AND COOLING ARE EITHER Ceiling 2: Flat Ceiling or Scissor Truss 3,351 30.0 0,0 0.035 117 ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED. SIMILARLY, HUMIDiSTATS MUST HAVE THE CAPACITY TO Compliance Statement; The proposed building design described here Is consistent with the building plans,specifications,and other PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy DROPPED SOFFIT ON INTERIOR WALL: Conservation Construction Code requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THiN PROFILE STRUCTURAL SHEATHING, CAULK AT the REScheck inspection Checklist. TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN Name-Title Signature Date VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR M INTERIOR SOFFIT ON EXTERIOR WALL: N v E GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. N O O m N 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE sn 0" o DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. p �- 0 CU UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE x R-VALUE LABELS ON THE OUT5IDE JACKET (ECCCNYS 102.5.3). 00 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 h" MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. lu THE INSULATED ENVELOPE OF THE HOUSE. U m IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. EXTERIOR WALLS TO BE INSULATED N v R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR w/ 1-1/2" CLOSED CELL SPRAY INSULATION .0 w DUCT SEALING: INsuffl- lbiy" •TE. w/ R13 FG INSULATION DUCT SEALING IS REQUIRED OiN ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. � U) MUST BE SEALED WiTH EITHER MASTIC OR FiBROUS TAPE EMBEDDED iN MASTIC. W TAPES MEETING UL 181A MAY BE USED FOR RiGID FIBER DUCTS. TAPES MEETING FiLL THE CAVITY: U UL 1816 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING Q SEALING. AND DRYWALL. IN CEILING AND FLOORS, iT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WiTHOUT GAPS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPiLT AROUND WIRES AND SMALL PIPES; CUT AROUND 94 TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLiT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: U THE FAN ACTUALLY WORKS; U'SE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT x AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE94 IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE ViSIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTiC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. ��,� VENTILATION RATES. .Of" HAVE A MINIMUM VENTILATION ATE OF 1 0 CFM CATHEDRAL CEILINGS: y� INS KITCHEN EXHAUST FANS SHALL R 0 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE t+✓ �' -A 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. , :'',F t _..;., nw DRAWN: MH/MS i " ic f SCALE: 1/4"=11-011 JOB#: � ; August 03,2016 3 � '� . SHEET NUMBER: Project Title: Report date; 07/06/15 Data filename: C:1Users\Draft!ng Station\Documents\REScheck\FISHER.rck Page 2 of 2 Aiiiii,iil3l REVISIONS: 0 3 3 i i/4 Iva 11/2 1 V4 11/4 11/4 1 712 11/4 uV. uV. W [AV, IAV. c. II/4 3 2 17/4 3 C.O. 2 I i/9 11/4 co. 3 00 0 a o 11/4 11/4 I U4 11/4 11/4 11/2 1 IM 11/4 11/2 I V4 11/4 I IR i V4 UV. IAV. W V. C SINK SINK SINK IAV IAV D.W. D.W. WM. SH E0. BA 1112 11/4 I UI 3 2 1 I/4 3 2 C.O. C 071/2 I if! 2 3 11114 VC.O. LJ C.O.I C.O. 3 3 3 O I 1/4 I V4 I V4 1112 1114 DNK y, C. D.W. W.M. fH STONE 2 3 11/4 1112 84 REBAR WATERPROOF 1'-1" CAP C. 3• @24"OC IP BAC FILL 3 FA.I. 'a =CONCRETE:3500 PSI" 4O-F-F FEN = STEESLOPE"1/4"PER FOOT PITCH TO DRAIN 4 _ CULTURED ACE PREMOULDED COATED H A B C D No.4 REBAR: TOAPROVED EXTERIOR FILLER DOWEL III STONE PLUMBING SCHEMATIC 4 C. SEPTIC SYSTEM T-6" PLUMBING @ 2'OCI TRAP HOUSE VERTICAL EXPANSION JOINT , , , , f==- No.a REBAR .a N.T.S. 3 0-8" 3'-9" 2 5' 0'-8" - GRANULAR'. II BACKFILL= 2'OC= u _� 1111111 -_ -_i �_ L1111il= u k4 REBAR WATERPROOF !IFILL 4' 0'-8" 4'-2" 2'-6" V-0" -_I�I I I - -- @24"OC ST IP _ -12 DRA N PIPE I I FINISHED GRADE ill — I !I ! @ 41"OC^ .a 12" SLOPE AWAY FROM WALL ...• 5' V-0" 4'-8" 2'-8" V-0" I -= Ii; - — "'I'1"'—_ °• IIIIIII 1== IIIIIIII-=!illlllll Q 4"diaDRAIN I . PPE =_ _ _ -uiuuil_ a — 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 ° ENDWALL RAFTER ° CRIPPLE STUD WALL STUD o • BOTTOM PLATE p RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANC HOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP STUD ROOF LSTA24 APPLY OVER? RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK 1-1/4"x24" 20ga. STRAP 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD soW THROUGH–ROOF EXHAUST a VENTS SELECTED AND �. LOCATED BY CONTRACTOR 0 METAL STRAP CRICKET AT TOP–SIDE OF VENTILATION CHANNEL w CHIMNEY AS REQUIRED 0 RIM BOARD RAFTER WALL SHEATHING RAFTERS MAINTAIN H SILL PLATE(S) VENTILATION u SIDEWALL FLASHING WOOD JOIST FOUNDATION ' ' TOP PLATE BLOCKING O ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING T0, BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Q 0 AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER a THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ���' SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTISCREENED VENT ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT T / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / �„ AC TION EAC H RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES V�1 BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME Q tx EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q; 0 SIDES 4 INCHES AND LAPS NAILED TO SHEATHING 0 >.l SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST TOP PLATE �D SIDE WALL FLASHING GIRDER/HEADER o C) 1ST. FLOOR WALL STAPP ING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOISTN U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD N AND RAKES -- PROVIDE HEMMED EDGES SO M••-� FLOOR JOIST DEPTH U5P NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS rT U INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION w 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SUB FLOOR N SILL GASKET WOOD JOISTS M cn ON Ov ' NEOPRENE ; p in rte+ � 0) CONC. SLAB GASKET ���. 2x6 /2x8 CONTINUOUS WOOD PLATE m o ' TYP. CONC. FOUNDATION 6 MIL. POLY . `v 4 4 DAMPPROOF EXTERIOR GRANULAR FILL ° ' BOLTED TO STEEL BEAM WITH 0 c-+ Q' sv 6MIL POLY ON EXTERIOR �, �� ' 112 " DIA. BOLTS © 48" o.c. STAG. X C0 / w ° v � STEEL COLUMN q � ` ' � I ` ' ' '� CONC. SLAB ° 4 co ' ° 4 q - D C° o \ " ' i ROOF JACK // I , 1 \� �� u u STEEL B EAM cis ANCHiOR BOLT EMBEDMENT: r q° o V ° i D„ I m u M COMPACT FILL OIDLCRETE: 5” BT BLOCIKWAL1ROOFING LAPS ` U m KEYWAY FOOTING D V `1.^ ` ,� �1 ° 4 ° 3 FLASHING AT .` ' WITH 1/2" x 6" ANCHOR BOLT cz d n CONC. FTG. •q Q'q G D' SIDES AND TOP � v v USE WITH 3x3 SQUARE WASHERS 1/2" GROUT 4 ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) ��, 0 W 3 � � p o REINFORCING BAR FOUNDATION 5i/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN IQ 4 DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC U) SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL E004W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING F" WHERE NEEDED FOR STRUCTURAL BRACING. Q' FALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC O SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 1 ' SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST N COMPACT FILL ' DOOR �— USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB � P.T. PLATE �I` W/ 6X6 WMM M I SLOPE V ' 1 2" AIR SP/ACE �` t 0 �1 ° o 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT / (WITH A NAILING PLATE IF NEEDED) END ANDis 7 1 �' o e ° C,yt•q AT HER THAN ES OF WOOD q ,q ° ° �•° a ° ° STOEELL BEAM BE OTO X. 1ALLOW FOR GSHRINKAGE GRADE ° Q a--=--c�--=--� c BEAMS D Q D D o O (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 6X6 W.W.M. —► ,.a -� s - c° n _,i� D, D q IN D �o �, D n D SUBFLOOR MIN. ` ` �'q �', �'� o ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM n NOTCH EQUALS 1 4 DEPTH OF BEAM D [1 REINFORCING BAR / o . D REINFORCING BAR , 4 O , 01ST �;'C9 - 0 o n•o �; O• ° D � Ly DRAIN TILE Imo---� ° 12" 4 s° SHEET METAL / 30# FELT UNDER BEAM AT POINT L• 'A s ° STEEL BEAM �1}NSCy� o• OF CONTACT WITH CONCRETE OR CONC. BLOCK — i i e ! 3" PLATE (BOLTED TO TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH 2 4 REINFORCING BARS. s. k ( ) # � a - � �S"'A DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT " .ft " �' SCALE: 1/4"=1'-0" BEAM POCKET , O� JOB#: August 03,2016 SHEET NUMBER: �r ®p N A- 15 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM (UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - 45 LBS. 120 B SEVERE 3 TMODERATE SLIGHT TO. TO HEAVY MODERATE 11 NONE 5��l 1 1 1 1 1 4"DIA. MAXIMUM TIP CRIPPLE STUD RATER DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER X All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z � RATER JACK STUDS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 16"OC WITH 'WASHERS HEADER-TO-POST/STUD CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. RIDGE-TO-RATER CONNECTION IRAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION USP NUMBER DESCRIPTION I APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LIEDGER ALL OPENINGS LSTA12 1-1/4"xl2"20ga. STRAP I APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia, bolts with washers STAIR RAILING and nuts at 16"o.c. ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER r 2X10 LS210 l8ga. SLOPE HANGER JAPPLY TO EACH RAFTER/LIEDGERI ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be a minimum 6"above grade. W 1-1/2"SPACE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). H 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. RAFTER Q HANDRAILS 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal O RAFTER for any contact with ACQ. rTl U POST HANDRAIL NOTES: O �' TOP PLATE Z TOP PLATE All required handrails shall be of one of the following types O O BALUSTERS or provided equivalent graspability. U RIM/DECK JOIST ° 1).Type I. Handrails with circular cross section shall have an h� WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not greater OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL C NNECTIONRATER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACIH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RATER/PLATE RT15 TYDOWN ANCHOR 2).Type 11. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" INCONNECT TO RATER TO PLAYE POST-TO-DECK CONNECTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT OVER USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH S�'UD p g g PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO distance of 3/4 inch measured vertically from the tallest EACH RATER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the FTS 4 MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a 4"DIA.MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum Q radius of 0.01 inches. O Q �• GIRDER/HEADER O Z ° o NAILING SCHEDULE ° JOIST POST/COLUMN ° 7 ° ROOF SHEATHING: Q`1 en POST/COLUMN JOINT DESCRIPTION NAIL NAIL NOTES O QTY. SPACING U AS PER TABLE 3.8 GIRDER/HEADER STRUCTURAL PANEL 8d WFCM-SBC H N U U POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICAIrION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH It�zC 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOE-NAIL DECK/PORCH RAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION TOP PLATE 10'WALL:4-8d COMMO RATER JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3488 COMMO EACH TOE-NAIL TO TOP PLATE 10 WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE M N W OVER PARTITION WFCM-SBC LAP NAIL a) ° ® STU COLLAR TIE ASPER TABLE4 EACH FACE 0 TO RAFTER WFCM SBC END NAIL = � BEARING PLATE r_+ GIRDER BLOCKING 2 _gd COMMON EACH TOE `- x 0 TO RATER END NAIL o ° ° RIM BOARD 2-16d COMMON EACH END o 0 °�' TO RAFTER END NAIL v �— WOOD JOIST WALL FRAMING: LEDGER 1► ,' ." NAIL NAIL U CO r GIRDER/HEADER I CONCRETE PIER �" JOINT DESCRIPTION NOTES d+ . ca ° I •; QTY. SPACING N v n cu WOOD JOIST TOP PLATE TO PER o r� WOOD JOIST TOP PLATE 2 -16d COMMOI,I FOOT FACE NAIL •�' TOP PLATES AT 4-16d COMMO JOINTS FACE INTERSECTIONS EA. SIDE NAIL FLUSH J01STS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE 2-168 COMMOls CEILING JOIST TO BLDG CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (MINIMUM) STUD O.C. NAIL rp I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS OR BEAM 168 COMMON THE PROPER STEEL CONNECTOR. I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL I [—� IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I Q TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END REQUIRED I I PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL V FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE O BOTTOM PLATE TO: I FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER OOT FACE NAIL FLASHING TUCKED UNDER I I END JOIST OR BLOCKING TOP PIECE OF SIDING AND N LAPPED OVER FIRST CONTIN. THREADED ROD DECK FRAMING: F ' PIECE OF SIDING BELOW JOINT DESCRIPTION NAIL NAIL NOTES 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT' QTY. SPACING CONNECTED TO BLDG. @16"OC POST JOIST TO: 4-8d COMMON PER TOE STRINGER MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL U (z)THRu- END DISTANCE BRIDGING EACH TOE BOLTS TO JOIST 2-8d COMMON END NAIL P644POSr a ' p • BLOCKING EACH TOE <C ANCHOR dIa• MINIM N4 s TO JOIST 2-8d COMMO END NAIL FLOOR FRAMING a°°v PIER 16"TREAD .o ' o o END ANICE ° " 2x JOISTS , .• 12"x12"xl2" V - 3 -16d COMMO " BLOCKING TO: EACH TOE °.; .o •• • •. > SILL OR TOP PLATE BLOCK NAIL GRADE .P a CONC.SLAB •^ a �o,• •°$•, CONCRETE FOOTING °. (AS REQ.) '4'v° v a`"v �`"� BLOCKING FOR LEDGEREAMP EACH FACE 3 -16d COMMO!, JOIST NAIL JOIST HANGER ; ' B"dia. 0 , 'o DECK PIER > LAG BOLTS p a p ? e CONC. e° PER PLAN " JOIST ON LEDGER PER TOE 3'-0 a� ° • °' 3 -8d COMMO ,< PIER HOLLOW COLUMN UPLIFT RIM JOIST/BD. o �' v`a �a��,' SIMPSON STRONG TIE MODEL STRRI/2 TO BEAM JOIST NAI �1N SC � C BAND JOIST PER E ,� 0\0 °• a INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION 3 -16d COMMO 9i� ��, TO JOIST JOIST DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION -:> ,-' BAND JOIST TO: PER 0t. . SCALE: 1/4"=1'-0" 2 -16d COMMO TO Lr.,' q. 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT - t ` DE PORCH LEDGER CQNNECTION ,. r ;f JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING August 03,2016 SHEET NUMBER: A- 16 REVISIONS: CiENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION 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 NAIL NAIL NOTES 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 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER 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 PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - S:BC END NAIL 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the 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 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 COMMONEACH 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 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 (� 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 QTY. SPACING 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 - 16d CiOMMO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O O ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d OOMMO JOINTS FACE Z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULEZ 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE Q STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULEH or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d CIOMMON O.C. NAIL W U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: 7). The General Contractor is to conslult with the owner for all built-in items 1/2 inch gypsum w�lllboard on the interior attached with Sd cooler nails at 7" o.c. at panel HEADER TO 16d COMMON (SMOKE O.C. FACE SMOKE &CO2 DETECTORS) SEE FLOOR PLANS Q H such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL a Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O C) 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d CiOMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE Il EXTERIOR SHEARWALL CONNECTIONS: � FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d CIOMMO PER FACE NAIL length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (WAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d 1COMMON PER TOE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d (COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 W poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) Q to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and SILL OR TOP PLATE 3 - 16d ,COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD O 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge p >. along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.0 8d COMMON @ 4"O.C. SEE NOTES: 13 0 ;:4 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install oneattached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL M O Z F-y 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES JOIST ON LEDGER � DECK AND COVERED PORCH NOTES: 3 - 8d COMMON PER TOE w 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END W p 3 -16d COMMON the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAILU 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 ,., BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONH N � Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE: 1 U FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F H EATH l N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supportingNAIL NAIL girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. and rafters to be spaced at 16 inches o.c. unless noted CEILING SHEATHING;: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilingso 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL N otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m 4 o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. rn a) U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM Sd COOLERS 7„ O.C. EDGE NOTE: 2 FOR PANEL FIELD WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: C) o V 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 4. U) v openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 89. Provide fireto girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 9) - and blocking where applicable. QTY. SPACING o 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot ed a zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC g g q rn v anchors where applicable to all connecting joists. PLUMBING NOTES be used. m r• � .� U) 7/16"OSB 3" O.C. EDGE N v � � 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub , 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 01-- ria Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" D.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD Sd COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 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. FLOOR SHEATHING: p g� g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. E ' 8). Dormers running u roof rafters are to be supported b double rafters on either side p q g p p fY QTY. SPACING g p PP Y 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. U where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES 8d COMMO 0 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1 OR LESS 12 O.C. FIELD as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10), Provide insulation baffles at eavie vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. ), y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge tto obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, x 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. shear capacities, nailing requirements foir structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. Cr adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate iconnectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maiintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE EIIIIIIIIIIII SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ..��" 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous ower connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. tom'' %J, lj ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. r.�,. As „ members,the tabulated number of nails shall be permitted .c ��IN SC to have regular 1/2 sheetrock. All wills to be taped and finished. to be reduced sol - 16d nail per foot. p 3).DO NOT BACKFILL INCLUDING NG SUBFLOOR,ILL FIRST IS COMPLETE. OR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. t�' �, 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current y� 14). All roof with a pitch less than 4:112 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM PP q torch down type material over. DRAWN: MH/MS �8 $e SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to a,�.� W4133� -�®,� JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. August 03,2016 SHEET NUMBER: A- 17 REVISIONS: D' v • 4• D' v �' • O' p v • p• p� v • p ` D 1 d o d p d o • d pa. d . n • d C d n d ip d , p 4 1 1 p I � 1 �• \ 1 p �_ D p . �. DI v ♦ • 0' p p • V• D v ` 0. D v d o d d o . d p d • o . d p d o . d . d o . 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W Q v \ / -- --------- - ----------- -- ---------- O /S, w1 �R � yy�'a` 1 t 1 W • , pp , .a I it I 1 • 1 � 1 � , / / ' 1 1 I / 1 cm t I I I I 1 ' � ' / J •� OH DOORS TO HTVEREJOTE SENSORS IT ` \ ---------------- -------- ----------------1 ---- ------------ -, F�1 1 1 / 1 lb Z tA UL o H i RECRE \ U II a 1 I I I I •----------------• < 111 I I I I 1 I II I I 1 I I 1 I I 1 I II II , I I I \ 1 t 1 1 I I I I I I I Itill / eell1 1 N N 1 \ 1 1 1 °epry} 4; G to U I I I J i00 1 1 1 I I I I C ANGIN � ws I J ---- 00 /POOL TOYS I CLOSET 7 WETBAR -- ----- I — — — — — -� I I ' an / Ey I I � 1 I I I I I 1 1 — 1 , ----- } ------- BATH 1 I I I I \ N R No. 2 lyy — — — — — I— r r n I � MUD ROOM � 1 I I I I I I I —-----------} ---------- - — — — — —' — �— 1— J/ PATIO DRAINAGE-1/4:12 PITCH �. FROM HOUSE FOUNDATION PLAN —a— , — — — SCALE: 1/4" 1' s ;,� INSTALL(2)DEHUMIDIFIERSL W/TO EXISTING WASTE LINES) ' DEHUMIDIFIER SYSTEM PER MFGR.RECOMENDATIONS { eR, '� AI�w DRAWN: MH/MS i CONNECT JOB SCALE: 1/4"=1'-0.. 01 `7 TO DRYWELL4, ' August 03,2016 SHEET NUMBER: E- 1 REVISIONS: 1 72 in r----------------------------------- I I � I R / r________________� -------- ------ - _-_-__ _____ - \ I I I I 1 I O \ 1 1 1 I I I R , \ ♦ 1 1 I I I I TTT\\\\ »>jjj 1 I -____ 1 I v1 � \ I I I 1 I I I I (llJ 1 �C,J I \ 1 I I 11 \ ® I \ / 1 I 1 I — 0 0- ---- �— t 11 I ■ 1 \ \ O �r -- ---O- c-a I @ I I - , 1 I I I Ir---------------� ------- --- - ---- -- - - - 1 ' �•1 � � I 1 I I. -a® o ®o— I I I 1 {�I I 1 1 I P I R R U /' 1 1 760 1.4 I I 1 1 / . I I {(! 1 I I I I n F+I O � . ,' ,' . / \ \ I I / .�I 1' fI,I . 1 1 - I I ,/ �� R �� v Eby--- _ _ -•- - - ----• / w '� '' �' '� � ♦ ♦ I i � / � T_ /T I i 'i __ l — �� / \ \1 I I �..__--_�` _ ---_ `Eft �, _� _ �` J / ' __ I ---- �7-------- - ❑ Z -- ----- ----i-------1 , Lrc /Vf.1Y\ \/fL1Y\ 1 RE r ----- _i r ------ ___ E OR ♦ 1 I I t I , I 1 1 1 I 1 I I I 1 1 _'- _- - -� ♦ UI(\ 1 1 I 11 I 1 , TV dtdt - - - - l 1 =------- ----- - -- ------ ----- ---- - - -- ' 1 Z 1 1 I I I - I I---------------- ---------------- ------ ------ 1 f 1 W o I I 1 1 1 I 1 ♦ I \ / u I • I I I I \ 1 {Y1� / 1 R I \ O I I 1 1 O �//IJ / 1 e-�I — - C "I I I I I I I 1 ' 1 I o Lr) v 0 Q 0 � � cz U �a N ' ---------------------- I 110 Ul) Z It 00 a CA Ai \ 4W � I i I 1-1 --------------- -------------- ----------- ----------- 1ST. _ _ __ / 1 H __________ W I I 1 1 NN�y/ --- - - I , 1 1 \ 1 1 t I I : ' ---� . . ; 1ST. FLOOR PLAN O W E PROJECT NORTH . SCALE: 1/4' = 1' S AN sc DRAWN: MH MS 1 SCALE: 1/4"=V-0" JOB#: August 03,2016 SHEET NUMBER: E-2 REVISIONS: r-------------------------------------------------------------------- I , I , I , 1 , I , 1 , I , I , I , 1 , I , I , I , i -- ------------------------ , 1 I , 1 � f7L 1 1 �J I - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q � � F—Al t 1 1 I ' 1 \ -------------------------- 1 1 1 1 1 1 1 1 1 1 1 r---------------- 1 1 1 1 1 t 1 1 V I I 1 t I 1 1 1 1 \ p I 't 1 I 1 � -01 � A4, 1 1 1 I I 1 1 1 1 1 t 1 1 / I 1 1 1 1 1 1 I 1 1 -pr;-. 1 � I 1 /11 1 1 I 1 � 1 1 I 1 t 1 1 f E - - 1 I � / , 1 , � I I I o ----------------- "mill, --- ll v v ' x v 1 1 1 ------------------ LAJI 0 R \ 1 ------ -------------------- -------------------- u ------------------ I 1 1 0 1 L 1 1 , 1 I 1 I 1 1 u FSr NE PROJECT NORTH 2ND. FLOOR PLAN s SCALE: 1/4" = 1' � r�' Jnr ���„ DRAWN: MH/MS SCALE: 1/4"_1.-O. JOB#: 5E. August 03,2016 SHEET NUMBER: OF E-3 REVISIONS: W - - - - - - - - - - - - - - SOUTH Hill, — --- — — — — — — — — L — — — — — — — — — — — — iL - - - - - - - - - - - - - - - - uI I ENTRY CD v all mv � I ov � al un NORTH WEST 4 � rz 5 �I � Lf) U r.,011 �00 cn v v - - - - - - - - - - - ; - - - - - - - - - - - u - - - - - - - - - - - r, O - - - - - - - - - - - - - - - - - - - - - - ENTRY �'■■, - - - - - - - - - - - - -- — — — — — — — — — — — U - - - - - - - - - - - d - - - - - - - - - - - - -- a.�.t AiC a Si�y�,,� ' DRAWN: MH/MS SCALE: 1/2"=1'-0" EAT JOB#: August 03,2016 .4 iii 4` �;�jr SHEET NUMBER: O I- 1 REVISIONS: o - - - - - - - - - - - - - - - - - - - - - - - - - B A R DIL I I E =1 I I A I I C/� �"J � o NORTH W E I I o VVEST I s Q ow LIVING ROOM I I o Rm �. qcxl 11 C , Q 22"deep BUILT-IN �i o W xo N H EAST SOUTH LIVING ROOM. 0 N N co 1 O O In c V.4 X O � C, v 00 a; � � N b HALF L-1 Q Q 4 o � BATH U 0 0 x 0 SOUTH NORTH WEST EAST Ahc=' to DRAWN: MH/MS ,. SCALE: 1/2"=1'-0" HALF BATH JOB#: August 03,2016 SHEET NUMBER: I-2 REVISIONS: \ \ t I I I I I \ \ I I I I I I \ \ I I I I I I \ \ I I I I I I \ \ I I 1 I I I \ \ I I I I I I \ \ I I I I I I \ \ I I I I I I \ \ I I I I I I r - - - - - \ \ \ I I I t I I I \ - - - - - - - - - - - - - - - - - - - - - I I I I W SITTING AREA r - - - - - - - - - - - - - - - - - - - - - - W , E > - - - - - - - - - - - - - - - - - - - KITCHEN o 0 ' � / r — — — — — — — — — — — — — — — — — — — — y , DINING I I I � � I - - - - - Oaa — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O O O rte-{ w > o M N U 0 N � O v Ori x 10 U , ,' •' . ' _ .. � � oo 75 � U Ti v N o W LL CA 1E , NORTH UV SITTING AREA KITCHEN A -A i;,<,�!a DRAWN: MH/MS SCALE: 1/2%100" JOB A August 03,2016 SHEET NUMBER: I-3 REVISIONS: \ \ I I I I I I \ \ I I I ► I I \ \ I I I I I I \ \\ I I I I I I \ I I I I I I \\ \ I I I 1 I I \ \ I t I I I f \ \ I I I t I I r - - - - - \ \ I I I I I I 1 \ \ I I I I I I I \ \ I I I I I I \ \ I I I I o \\ % - - - - - - � I ► I SITTING AREA I � - - - - - - - - - - - - - - - - - - - - - - — � E - - - - - - - - -- - - - 01 - - - - - - - - - - - - - - - - - - - - - - — , - - - - - - - - - - - - - - - - - - - — , I I KITCHEN si r - - - - - - - - - - - - - - - - - - - i � DINING 1 I I I ' � � � / / I ► I I I I � Z 0 I I I 0-4a � C) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - kn ' / O � � z N ! n Q ++ O .1 oa, 00 cu Lf) U 71cu i+ d, O Cn N 0 W WEST EAST N 1:111011, V Ux ^!� �+ .Pr,� DRAWN: MH/MS SOUTH , . �' V ow Liu `s�:: ° ` SCALE: 1/2"=1'-0" JOB#: k"ll,� August 03,2016 SHEET NUMBER: W2 4 SITTING AREA KITCHEN � B_ I-4 REVISIONS: WEST NORTH EAST Hill z C) ° \� \ a s o w ww SOUTH CHANGING ROOM ------------ Q WEST EAST � o H Q z N � z Ulm aE 1 I >11 _T 1 11--- 11 ° U WEST SOUTH ; U PANTRY i NORTH SOUTH m W ° 0 Lo t~ �}� c w@ � NORTH EAST Ln Ln U - - — — 011 - - - - N � 0 19 U a w U � W ° N aE � x • MUDROOM DRAWN: MH/MS r'P' SCALE: 1/2"=l'-O' ' JOB#: rEIE `� August 03,2016 SHEET NUMBER: I-7 REVISIONS: o00 �, MA E AT 4 Li wigloo SOUTHNORTH EAST WEST 0 z -0 o- MASTER BATH w O � OW I O H O O I a BATH No. 3 LAUNDRY ROOM I I N A(W E I N I S i W E III fill al = � I S I I I � Q 0 � , • ; , ,I ;i i , � ; , ; �I" ,; � ; , i I, ,; 1 . � , ; , ; i' ;; � , ; , ,' i' i; i � , �' , ; it 1' ; , � , �' • ; �1• '' ; , � � z ' 1:::.1'- � , ' " • ,LTJ � .� � � �` � - � � ', � ' - �� ' O m O 0 to p 0 0 Q O 4 O iy NORTH WEST ENO N � � v � W NORTH WEST 10 cot LAU " �y� DRAWN: ... /MS SOUTH EAST � ���� F� SCALE: 1/2"=11-01.f �" JOB#: ILE 30 LL F LEL 00C) August 03,2016 SHEET NUMBER: BATH No . 3 SOUTH EAST ROO' 0 F-'- I-5 REVISIONS: am BATH Q b lLj.Llj -=-llL1lL Q ° No. 5 N E:]E:l NORTH EAST NORTH W E b ° 4 O O ow Q NORTH WEST SOUTH o � , ; " ; ; . . , , ; " ; ; , , ; " . , . . , ; , . -, . , , ; . . •, . , , • , ; , . -, . , , ; . . ; . , , ; , . ', . , , ; , � . ", . Woo M U N °1 O M c y0 a+ � O z v Ln u � WEST �� SOUTH EAST EAST ,r) U 0w � BATH No. 4 b ° p 1 cUn 4 Li I I a IL ljj��ljll SOUTH WEST DRAWN: MH/MS gt p SCALE: 1/2"=1'-0" JOB v #: o . 5 BATH N . 4 B TH NA ��'�q dl® August 03,2016 o .� � SHEET NUMBER: I-6