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HomeMy WebLinkAbout38226-Z Town of Southold Annex 11/7/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 �L CERTIFICATE OF OCCUPANCY No: 37257 Date: 11/7/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 90 Oak St, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 136.-1-54 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/23/2013 pursuant to which Building Permit No. 38226 dated 8/1/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE-FAMILY DWELLING WITH COVERED PORCHES, SCREENED PORCH, UNFINISHED BASEMENT AND ATTACHED TWO-CAR GARAGE PER ZBA DECISION#6536 DATED 04-18-2013, AS APPLIED FOR The certificate is issued to Folts,Douglas&Folts,Kathleen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0003 11-03-2014 ELECTRICAL CERTIFICATE NO. 38226 08-26-2014 PLUMBERS CERTIFICATION DATED 10-06-2014 00 Brad Piecuch Autho d S' ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY �mrxzt� 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#: 38226 Date: 8/1/2013 Permission is hereby granted to: Folts, Douglas & Folts, Kathleen PO BOX 44161 Fort Washington, MD 20749 To: Construction of a new single family dwelling as applied for per ZBA, Trustees, DEC, and Suffolk County Health Department approvals with flood permit. At premises located at: 90 Oak St, Cutchogue SCTM # 473889 Sec/Block/Lot# 136.-1-54 Pursuant to application dated 7/23/2013 and approved by the Building Inspector. To expire on 1/31/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,172.40 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $2,322.40 g In" n Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 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 I. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. 0 7AJ/ 1 7 New Construction: Y Old or Pre-existing Building: (check one) Location of Property: C coTc c 0 O G(ice House No. Street Hamlet Owner or Owners of Property: DO V& -(' K A rN F.s /► Suffolk County Tax Map No 1000, Section 3 1O Block Q f Lot 6- " Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant SVre o��oF so�TyQl. � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(C7town.southold.nV.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Doug Folts Address: 90 Oak St City: Cutchogue St: NY Zip: 11935 Building Permit#: 38226 Section: 136 Block: 1 Lot: 54 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Triangle Electric License No: 4468-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 83 Ceiling Fixtures 47 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 20 Smoke Detectors 7 Main Panel 200a A/C Condenser Single Recpt 3 Recessed Fixtures 69 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN92 Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground serrvice, 6-exhaust fans, 7-paddle fans, 20KW standby genera with 200a transfer switch,7-ARC fault circuit breakers,geothermal heat system,2-air handlers Notes: Inspector Signature: Date: Aug 26 2014 81-Cert Electrical Compliance Form.xls sof so�r�o ,`O Town Hall Annex Telephone(831)765-1$0.2 54375 Main Road Fax(63 l).765-9502 P.O.Box 1179 Southold,New York 11971-0959 i �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:- jd/,r'e Building Permit No. SRZZ Owner: Nvud Fo I+S (Please print) Plumber: (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of l%o lead. (Plumbers Signature) Sworn to before me this day Of 4*&4 20 I LI CONNIE D. BUNCH Notary Public,State of New York No.01 BU6185050 DuaHfied in Suffolk County Commission Expires April 14, �o Notary Public County ��y of soar �nnr, 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: `" c — ti ' e DATE ANSPECTOR OF SO(/1,��6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INEFO ! ION 1ST ( ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT NAL) REMARKS. DATE l211- INSPECTOR CD J Q O� pF SO(/j�� ��OUNTI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 4 _ ] OUNDATI 2ND [ ] INSULATION [� FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 4 REMARKS: DATE ,3 -3 INSPECTOR, f � OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] F TION 2ND [ ] INSULATION [ MIN STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - IK /Z2" oz 10 DATE O3 G - INSPECTOR G/ s 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION kELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1 ST [ ] ROUGH PLUMBING [ ] NDA ON 2ND [ ] INSULATION [ RAMING / TRAPPING [ ] FINAL [ ] F CE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C REMARKS: DATE q1-311 INSPECTOR �3SOUTyO ,lo � NMI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING /STRAPPING [ ] FINA [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTFIOLD BUILDING DEPT. 76S•1802 INSPECTION [ ] FOUNDATION 1ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] �FIRERESISTANT FETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 14 T7;K DATE Q INSPECTOR t TOWN OF SOUTMOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � 'T✓ xo DATE l � INSPECTOR Je 2- S ��of OUTyO�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ArA f� � DATE ` C INSPE TOR Of SO(/l�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR pF SO!/r��� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [>] RUG LUMBING FOUNDATION 2ND [ LATION FRAMING / STRAPPING [ NAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK- UAT 1 DATE �� INSPECTOR -�CHITECT MARK SCHWARTZ &ASSOCIATES -- Main Road•PO Bos 933•C utchol;uc 11Y 11935 ----- ----------------- -- 631.734.4185 1 www.mksarchitcxt.com October 7,2014 Southold Building Department 53095 Route 25 P.O.Box 1179 Southold,New York 11971 RE: Folts Property-Permit#38226 90 Oak Street Cutchogue,New York SCTM#1000-136-01-54 To whom this may concern: I have been to the completed Folts House and have reviewed the floor framing. The floor joists and girders installed are to code and meet or exceed the NYS code requirements. We have also revised the Storage Room(over the garage)to reflect that it is unconditioned space and has a weather stripped door with sweep. Please call this office if you have questions or require any additional information. Sincerely, Mark Schwartz,A rr I T� i I rl I� I OU 1 J 0,14 AIA `rf 1 r • e : AT'11J INSMATION Pm N.Y. STATE MMGY CODE . rl Mob- 49 AII M49 O-lAj MR 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 Sot1th'o1dTown.NorthFoxk.net PERMIT NO. �c�� Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form Contact: Approved .20 Mail to:/4" C#/,t/,�/L]"Z Disapproved a/c Phone: �..-��F- ¢1 Ir Expiration . 20 Building Inspecto ------------- APPLICATION FOR BUILDING PZRMIT `1 -1 Date OZ/Oda , 20 C 1,1 JUL 2 3 2013 INSTRUCTIONS . be ornpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 set of plans, piltRj tplan to sca e. Fee according to schedule. _. o 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, agerCarchiDtect, gineer, general contractor, electrician, plumber or builder Name of owner of premises Davc, (As on e tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propo ed work will be done: 2a ��r- S7 6 (,7 7' qVG House Number Street // Hamlet County Tax Map No. 1000 Section �.3 b Block 07 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy O,E�D Ta ��vwaq"f7v�j b. Intended use and occupancy wow tmfE 8t�ocX 21 3. Nature of work (check which applicable): New Building Addition Alteration_ l Repair Removal Demolition Other Work „ _ D (Descriptio ) 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 business, commercial m�� o�upanc_y, specify nature and extent of each type of use. 7. Dimensions of existing structures,, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories r we 9. Size of lot: Fronts�� Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES ✓ NO 14. Names of Owner of premises eO C I-S Address Phone No. 3 Z 9 Z vS L i Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fi•eshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below. must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES• NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFA01 G ' _'Z__ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNtE D. BUNCH r__ Notary Public, State of New York (S)He is the G No.01 BU (Contractor, Agent, Co orate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2 b/6 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 � Zday of 20 ) Notary Public Signature(f plicant .. r• BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.7837 DATE: JUNE 20.2012 ISSUED TO: DOUG& KATHLENE FOLTS PROPERTY ADDRESS: 90 OAK STREET,CUTCHOGUE SCTM# 136-1-54 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 20,2012,and in consideration of application fee in the sum of$250.00 paid by Doug&Kaddene Folts and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to re-frame the existing first-floor with attached garage,wrap around porch and new second-floor; existing septic system to be removed and new one to be installed further from the water; and install drywells to control water run-off from dwelling; with the condition of a line of staked hay bales with sat i6cing is to be � installed along the limit of clearing line prior to construction; and as depicted on the site plan prepared by Mark K. Schwartz, Architect, last dated December 6,2011, and stamped approved on July 6, 2012. I 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. FAE n i TERMS AND CONDITIONS The Permittee Doug ,&Kathlene Folts residing at 90 Oak Street Cutcho¢ue,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. :<< 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasnntible obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized, 9. That the Permittee will obtain all other permits and consents that maybe-required supplemental to this permit,which may be subject to revoke upon failure to obtain same. OF sorry • James F.King,President �� � Bob Ghosio,Jr.,Vice-President 'lam lTown Hall Annex 0 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G2 Q Michael J.Domino Oly� Telephone(631) 765-1892 COUNTI, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 15, 2013 Mr. Mark Schwartz, Architect PO Box 933 Cutchogue, NY 11935 RE: DOUGLAS & KATHLEEN FOLTS 90 OAK STREET, CUTCHOGUE SCTM# 136-1-54 Dear Mr. Schwartz: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 15, 2013: WHEREAS, Mark Schwartz, Architect on behalf of DOUGLAS & KATHLEEN FOLTS applied to the Southold Town Trustees for an Amendment to Wetland Permit#7837 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 28, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#7837 for the existing foundation to remain; new first floor to be at elevation 12; the south screened porch and its foundation walls will be removed and replaced with new deck piers and decking; the north bedroom and its foundation walls will be removed and the proposed foundation installed to support proposed exterior walls; no first floor walls will remain; due to the water table, the existing basement will be filled in with approximately 2' of sand with a new concrete slab; with the condition to establish and subsequently maintain a 25' wide non-turf buffer landward of delineated edge of wetlands; and as depicted on the site plan prepared by Mark Schwartz, Architect, last dated December 28, 2012, and stamped approved on May 15, 2013. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $0.00 This is not a determination from any other agency. )^^� 0 James F. King, President Board of Trustees JFK/amn John M. Bredemeyer III,President OF so yoTown Hall Annex Michael J. Domino,Vice-President h0 01 0 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q Telephone(631)765-1892 Charles J.Sanders,Trustee A-UM Fax(631) 765-6641 BOARD OF TOWN TRUSTEES !' _ TOWN OF SOUTHOLD j i CERTIFICATE OF COMPLIANCE `.. T # 1048C Daie;_September 26, 2014 i THIS CERTIFIES that the removal of existing septic system and installation of a new one further landward,• drywells• existing foundation to remain,• new first floor at elevation 12; south screened porch and its foundation removed and replaced with new deck piers and decking.- north ecking.north bedroom and its foundation removed and new foundation installed to support new exterior walls,• basement filled with f2' of sand with new concrete slab; 25' wide non-turf buffer landward of ewe of wetlands At 90 Oak Street, Cutchogue,New York Suffolk County Tax Map# 136-1-54 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 15, 2011 pursuant to which Trustees Wetland Permit#7837 Dated June 20, 2012,was issued and Amended on May 15, 2013 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 removal of existing septic system and installation of a new one further landward; dwyells• existing foundation to remain; new first floor at elevation 12• south screened porch and its foundation removed and replaced with new deck piers and decking; north bedroom and its foundation removed and new foundation installed to support new exterior walls; basement filled with t2' of sand with new concrete slab; 25' wide non-turf buffer landward of edge of wetlands. The certificate is issued to DOUGLAS & KATHLEEN FOLTS owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road,Stony Brook, NY 11790-3409 Phone: (631)444-0365-Fax: (631)444-0360 Website:www.dec.nv.aov January 31, 2013 PERMIT MODIFICATION Doug Folts PO Box 44161 Fort Washington, MD 20749-4161 Re: Permit#1-4738-04093/00001 ARNO-DEP Dear Permittee: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize: Raise elevation of existing dwelling by two feet as shown the attached plans prepared by Mark Schwartz, dated 1/7/13 and stamped NYSDEC approved on 1/29/13. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, Mark Carrara Permit Administrator cc: M. Schwartz BOH-TW File NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION C Facility DEC ID 1-4738-04093 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: DOUG FOLTS FOLTS PROPERTY PO BOX 44161 90 OAK STISCTM# 1000-136-1-54 FORT WASHINGTON, MD 20749-4161 CUTCHOGUE,NY 11935 I Facility Application Contact: MARK K SCHWARTZ PO BOX 933 CUTCHOGUE,NY 11035-0933 (631) 734-4185 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: NYTM-N: j Latitude: Longitude: Project Location: 90 Oak Street - Watercourse- East Creek(Eugene's Creek) Authorized Activity: Remove existing stoop and sidewalk, abandon existing'septic system, construct additions to existing dwelling, and install new septic system. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 11/26/12. (CKW) Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-04093/00001 New Permit Effective Date: 11/26/2012 Expiration Date: 11/26/2017 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this j permit. Permit Administrator:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 i Authorized Signature: I&I � Date 7 ?o/y Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION r Facility DEC ID 1-4738-04093 Distribution List MARK K SCHWARTZ Habitat-TW CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS i NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS i NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Mark K. Schwartz, dated 10/3/12. 2. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the I Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State, the owner maybe ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 4. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04093 5. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants,epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 6. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. j 7. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 8. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 9. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from j. construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 10. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 11. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 12. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 13. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar j Department-approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat- TW NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 Attn: Compliance Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04093 14. Clea4 Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 15. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 25 linear feet landward of the tidal wetland boundary. 16. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 17. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary,or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. I 18. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 50 � linear feet landward of the tidal wetland boundary for immediate on-site.recharge. 19. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. I 20. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall j be graded to direct runoff away from tidal wetlands and protected buffer areas. 21. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. 22. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. r I Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION► Facility DEC ID 1-4738-04093 A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of,this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD i STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. r 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: i a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 1 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION r Facility DEC ID 14738-04093 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives, employees, and agents("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. i i f f Page 6 of 6 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 11, 2013 To: Mark Schwartz for D &KFolts P O Box 933 Cutchogue, NY 11935 Please take notice that your application dated February 8, 2013 For demolition& construction of a single family dwelling at Location of property 90 Oak Street, Cutchogue,NY County Tax Map No. 1000—Section 136 Block 1 Lot 54 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The site plan indicates a setback from the bulkhead of+/-49'. Note: ZBA decision#6536 approved additions& alterations. Authorized Signature r BOARD MEMBERS �F $�Ur Southold Town Hall Leslie Kanes Weisman,Chairperson y>� y� 53095 Main Road-P.O.Box 1179 �� l0 Southold,NY 11971-0959 #t Office Location: . Gerard P.Goehringer vsGAN.,AN., Town Annex/First Floor,Capital One Bank George Horning •�`O �� 54375 Main Road(at Youngs Avenue) Ken Schneider 1�CO3� Southold,NY 11971 http://southoldtown.northfork.net f— ( 111--' ;1 ZONING BOARD OF APPEALS f `` l`� u V TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 APR 2 3 2013 FINDINGS,DELIBERATIONS AND DETERMINA ION TOV. MEETING OF April 18,2013 ZBA FILE: 6536 AMENDED NAME OF APPLICANT:Douglas C. and Kathleen M.Folts PROPERTY LOCATION: 90 Oak St. (corner of Harbor Lane)(adj.to East Creek, a/k/a Eugene's Creek), Cutchogue,NY SCTM# 1000-136-01-54 SEORA 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 January 12, 2012 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 January 24, 2012. 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. PROPERTY FACTS/DESCRIPTION: The subject parcel is 20,014 square feet as calculated to the mean high water tie line and is improved with a 1 story frame dwelling and an accessory frame garage. The subject parcel, fronts Oak Street to the north for 111.00 feet, has a second front yard along Harbor Lane to the west for 169.72 feet, has 159.65 feet along the east property line and has rip rap along the waterfront to East Creek (Eugene's Creek) along its southern property tie line for 124.15 feet as shown on the survey dated January 4, 2010, revision dated Aug. 31,2010(additions),prepared by Peconic Surveyors and John T.Metzger,L.S. BASIS OF APPLICATION: Request for Variance from Article XXII, Code Section 280-116B and the Building Inspector's December 15, 2011,Notice of Disapproval based on a building permit application to construct addition and alteration to a single family dwelling,at: less than the code required riprap setback of 75 feet. AMENDED through the Notice of Disapproval dated February 8,2013,for demolition and construction of a new single family dwelling at less than the code required riprap setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct a second story addition with porches and attached garage and deck and alterations to a pre-existing non-conforming dwelling, which a portion of the proposed work at a 49 foot setback from the existing rip rap where the code requires a 75 foot setback. I Page 2 of 3—April 18,2013 ZBA File#6536—Folts Amended SCTM: 1000-136-1-54 AMENDED REQUEST—The applicant proposes to demolish the pre-existing dwelling to the top of the pre- existing foundation and construct a new single family two story dwelling in its place. The proposed construction will require a variance for a 49 foot setback from the existing rip rap where the code requires a 75 foot setback. I. ADDITIONAL INFORMATION: Once the applicant started the original proposal it was discovered that the existing structure was not able to sustain the weight of the proposed second floor addition. The applicant requested another hearing to review a request for a demolition. The subject one family dwelling with porch and accessory garage have a Pre Existing C.O. No. Z-33734. The Town of Southold Property Record Card indicates that the Folts' family has always maintained ownership of the subject parcel. There is no opposition from nearby property owners, to the proposed construction and its proposed location. The proposed architectural plans are the same as those which were approved in the original decision#6536 I. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2, 2012 and April 4,2013 (reopening),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 requested variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed demolition and construction of a single family dwelling are characteristic to what exists in this neighborhood and the proposed setback from East Creek and the rip rap are similar to existing setbacks of other creek front parcels in this neighborhood. 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. The pre-existing dwelling to be demolished and its foundation pre-exists in its nonconforming rip-rap setback location of an average of 55 feet and consequently any proposed construction of a dwelling upon the pre-existing foundation will require a rip rap setback variance. The agent for the applicant provided information that the existing foundation will be preserved and additional block will be added to the top to raise the dwelling approximately two additional feet. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing a 35% relief from the code. However, the substantiality is mitigated when considering the proposed rip rap setback from the proposed construction of a new dwelling are similar to what pre-exists on the subject parcel and is similar to what exists on other parcels in this neighborhood. i 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential j community will have an adverse impact on the physical or environmental conditions in the neighborhood. All storm water runoff will be retained on site as per town code. 5. Town Law 6267-b(3)(b)(5). The difficulty has not been self-created. The difficulty is created by the enactment of Town Code section 280-116B after the construction of the subject pre-existing dwelling and its foundation. i 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a new dwelling upon the pre-existing foundation at less than the code required 75 foot rip rap setback, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 of 3—April 18,2013 ZBA File#6536—Folts Amended SCTM: 1000-136-1-54 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 Schneider, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the area variance as applied for, and shown on the Site Plan, Sheet S-1, dated March 6, 2013 and Sheets A-1 thru A-4 inclusive, dated Dec. 27, 2012 entitled "Additions and Alterations", Folts House, prepared by Mark Schwartz,R.A. j CONDITIONS: 1. Town of Southold Trustees approval and fulfillment of their required conditions, if applicable. 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 j 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. Vote of the Board: Ayes:Members: Weisman(Chairperson), Goehringer,Horning,Schneider. This Resolution was duly adopted(4-0). LM6 Kanes W isman, Chairperson Approved for filing �/,;2_/2013 I�. j I af S ly Town HaU Annex 4 � Telephone(633�11)�)7gg6��5-11802 54375 Main Road 1)Otllr M. roger riche s nv.us I P.O.Box 1179 SouHwld,NY 11971.0959 BURDING DEPARTMENT TOWN OF OUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION f REQUESTED BY: Date: Company Name: Name: License No.: Address: r I Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: t?uG• 77P *Address: CIO ©A- S - *Cross Street: ✓�o oma- E *Phone No.: Permit No.: S Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ��� ,A-tr 0eeA0l1 (Please Circle All That p►PPIY) _ � *Is read for inspection: S NO Rough In 1 Final � y 0 I * Certificate: S NO *Do- need a Temp �►\ � Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 .4o0 Other *New Service: Re-connect Underground Number of Meters Change of Servke Overhead Additional Information: PA E DUE WITH APPLI ATION i B24Request for Inspection Fonn /� x, sf F04 SCOTT A. RUSSELL b' ' ., JAMES A. RICHTER, R.A. SUPERVISOR 4r MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD F TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631)-765-1560 Fax (631) 765 9015 1111.... I,C:()t..(tiS �l t)tt t)t F I U)1:i)n 1 i,. � }«� �� }Y 1:1 .3.if lZ1C 11T1 K r t t.)Fl\�Q(_"11101 OFFICE OF THE ENGINEER D —1 TOWN OF SOUTHOLD AUG 1 2013 STORMWATER MANAGEMENT CONTROL PLAN REVIEW C VE DG. DEPT. (To be completed by the applicant) T01fi i of SOUTHOLD TO: Engineering Department PLEASE ATTACH: FROM: Building Department ❑ A copy of the completed Application for DATE: 07 Building Permit / ❑ A complete set of Building Plans APPLICANT: 4442 K S'c H w�t27` ❑ A completed Chapter 236 Stormwater PERMIT#: Review Checklist S.C.T.M#: 1600 -l3( ` 5Y. BRIEF PROJECT DESCRIPTION: Dfma. Ro ofC ]DvA/r.�d4;2 aov Apo V Lock coves fps ANS �✓��../ �/�/NrJ/�-'�Dti/T ,//L- a it/_ w dfr , /N W6VL6erj JILAO 7 Zr! l3ATAQeD 7/22/2013 DATE: U 1, r, ZOl3 =° a = CHAPTER 236 APPLICANT: u x K $c el wAerz, Stormwater Review Checklist S.C.T.M. #: l�146 PHYSICAL ADDRESS: ®,}K STre Ong eae Uoc Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b.total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in §236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f.existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks, drainage improvements and utilities X h. spot grade and finished floor elevations for existing and proposed structures L location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) X k. location of the proposed construction entrance/staging areas K 1. location of the proposed concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements �tbvi�e N� (��A�►-�ACs� tvv� £-xtsY�+� g(�, are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall Y'�'(' l'�P'�('V�aaS QFax�s R u D A, 3. Detail drawings(required for plan approval)provided for: a. erosion and sediment controls X b. construction entrance X c. inlet structures(e.g. catch basins,trench drains,etc.) X d. leaching structures(e.g. infiltration basins,swales, etc.) y� REVISED 7/24/2013 o��OF SO!/Tyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 'Q WN,� October 10, 2014 BUILDING DEPARTMENT Douglas Folts TOWN OF SOUTHOLD 90 Oak St Cutchogue NY 11935 1 t TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. /Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38226 — New Dwelling IMG 20140301 085031 247 jpg https://mail.google.com/ /scs/mail-static/ /js/k--gmail.main.en.2uwcE... I of 1 3/3/2014 12:57 PM IMG_20140301 085014 205 jpg https://niaiI.google.com/_/scs/nail-static/_/js/k=gmaiI.main.en.2uwcE... la 1 of 1 3/3/2014 12:57 PM IMG_20140301 085009 868.jpg https://mail.google.com/_/scs/mail-static/11_/js/k=gmail.main.en.2uwcE... 'd i x1 k f'r 1 of 1 3/3/2014 12:57 PM IMG_20140301_084941 957.jpg https://maiI.google.com/_/scs/mail-static/ /js/k=gmaiI.main.en.2uwcE... 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I of 1 2/27/2014 7:46 AM REVISIONS: EAST CREEK DM, PROPOSED: MEETS AND BOUNDS BY: ( E U G E N E S C REEK ) PECONIC SURVEYORS JOHN METZGER,LIC.49618 -'�� (631) 765-5020 -YITIAN06-90rA- ---,�E w+4=-_--_- - — --•MEAN NIGH WATT Neter Lin -ETEA NWAMDVa m •-O $ SURVEYED: AfAN NlfllwTa a"rwas°+oArortu ,,•.-• .r CONIATANtf."C DN C OLA( CO -q) 8� 'n�1bE3 JANUARY 4,2010 • •- •• ElrlW"YM7N2 AAA E,ELES �•\ _.r.f._.:.. a! 852_ pt. pf ted 13 Health r �• 4,9 Pum AER�i n p:, �.�`` d Ch ' O r$ irI he �!lCe�• GRADE:EL 7.6' T U1 e s u Ad Advance, P Pectb�� eE (S ) BROWN SILTY SAND M - S�• — — 2' (SW) PALE BROWN FINE TO COURSE SAND s UMM OF gum r U ! (SW) WATER IN PALE BROWN FINE TO COARSE SAND j I Er wEroEc avowAEeEEEAE 1 WATER AT EL 2.0' -I"a. EEo wEOKI cora nc.oN , _ - T E9AUAAr IC M2. I.llA nx ti m� ; M utua "°"""" -" DZIM: � ! TEST HOLE BORING BY: E NoCLAW SIX PER n - McDONALD GEOSCIENCE ■��■''■■}} % jr = ��� =` , 8/11/2010 j WEU TO K MANDOhM • L:J�• �^"w NOM / AND*MLK COESIK7mO Grp d k S TOWFIRMCOUNNWAIE" 7S'SETS (( W ••••••.� •••• ..••• t�- ' ACK MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM W IL On _ BUILDING WELLS(1) E; O O I _ AI"+DICAT®EetoeacM - FROM THE PROPERTY WATER LEACHING STORM SURFACE SWIMING ATWN-9A) CELLAR SW PUBLIC PRIVATE Z NEAREST PART OF LINES LINES(3) POO/5 DRAINS WATER(]) POOL W A y %n ' '� - Q SEPTIC TANKS IQ 5' S' 1Q B' 20' 175' 75' 75' 247 0 Om Y J Cn LEACHING POOLS la lo' 5' /0' 6 217 200' IWASO lar 217 z a • EX I STY. LEACHING I= qi\ • No10 d .- .� 10' 10' S' 10' 2CLOSER THAN EXISTING 20' FIM GARAGE ApppN W O �t1�•--EI1 y POOL OR 100' ^ Wnu- EP Z anDc"ADEIw dE,. _ m Q IDI TO „- CaADE AT f1E SlpE — -•f' • NE43°8'3 ° ' "'•00, ` SCTM# 1000-136-01 -54 OAK STREET + Rol (PUBLIC WATER IN STREET) SUFFOLK OUPITY DEPARTMENT OF HEALTH SERVICES Ab 011it]eDt Of existing sanity/system must be in PERMIT FOR APPROVAL OF CONSTRUCTION FOR A W a x com rmance with dep t requirement Submit leted form WWMas proof. SINGLE FAMILY RESIDENCEONLY WOl NAE K AMNOONED /// AE"DENCE CONNECTM TO DATE H.S. REF. /J�//+V/ © ^^EE DJEE00000UNEr WATER) h Y O® _ - ED FORM "i OF BEDROOMS DRAWN: MH MS SITE PLAN SCALE: 1•-70' EXPIRES THREE YEARS F M DATE OF APPRO QL. CJOB NUW: 013 SCALE: 1" = 30'-0' �..____ _�____�_ �_� F 05.2M I SHEET NUMBER: 7—d-P ��rC[- rt---tr e414�— bei Aon- t c�lirl S-1 E A S T C R E E KREVISIONS: NEAITN ��� ( E U G E N E S C REEK ) PROPOSED SEPTIC SYSTEM DETAIL -� HWEE FF D 12.4' IMfHED MADE TOP E'-LS' FINOM MAM fltV.EJ MIN. \ �- �la AAROJED MK • - S 4302011511 W _ 124.151' = E1�.,.r ""'o min a �..�H1T�• 1 CHING - - - MEAN HIGH WATER .++.EITCH VCA' as 19.21 100. POOL r;• ' raw+ WETLANDS EDGE AN It_ _ _ _ (TIE UNEj � � � � � � � � � � � EL 4.d u+v.n n u 7t-rc MFAN HIGH WATER 2}S( ANDS EDGE AS DELINEATED couwa BY SUFFOLK ENVIROMENTAL iz' •' �°CO"'�„r�"�,w-, r��') -r-�I MIH.L • p EX.RIP RAP CONSULTANTS.INC.ON •�` !P wr.a..a a4P \ atm Mommfw arTwOO+ w rOT.EL 4.r •� � FEBRUARY 14.2012.JUNES.2012 Q •\ sstK TAHR • �5'NON TURF. l A1exC Hu.wm• Mor TOSCAD r BUFFE0. •• •• Lf.ou b vAmrlm ..+ ec.wrmxwmaev.sm .. O ZONE25'NON TURF . AE(EL 7) WA ,• BUFFERCONCRER �'\ ' L • ' =--t •_ CNFAM SEPTIC TANK NOTES: C" m ` _ _ •OE FLAG POLE" `♦ 1).MINIMUM SEPTIC TANK CAPACITIES IS 1200 GALLONS. _ ` [ ZONE '-- .__ ___- - - 11)' 1 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 pEl AT X = ? I V L1 28 DAYS. LIMITS F CLEARI G O IMITS OF CLEARING ' L` 3).WALL THICKNESS SHALL BE A MINIMUM OF 3'•A TOP THICKNESS OF 6-AND A BOTTOM THICKNESS OF 4.ALL WALLS,BOTTOM AND TOP SHALL CONTAIN �I REINFORCING TO RESIST AN APPLIED FORCE Of 300 pd. 4).ALL JOINTS SHALL BE SEALED$O THAT THE TANK IS WATERTIGHT. mnNG coNCRErE .1 3OP AND CONCRETE 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A RDEWALK TO BE MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3'THICK BED OF COMPACTED y REMOVED SAND OR PEA GRAVEL z DRrWELL -••• ---"-- '1 6).A to MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. �O1 2 �p pRYWELL Gn WETLANDS EDGE AS DEUNEATED ' �.••r V BY SUFFOLK ENVIROMENTAL ` A EXISTING SUN z CONSULTANTS.INC.ON 1 W U En A.-rlLL (TO REMOVE) FEBRUARY 14.2012.JUNE 8.2012 (~ W °�� CESS FEBRUARY LEACHING POOLS �d] 75'SETBACK ; V FROM MHWM •.�.�- __ �.'`�► BE REMOVED AND FILL u 2 STY.FRAMED HOUSE ' O PARTIAL SITE PLAN MINIMUM LEACHING SYSTEM IS 6 POOLS.2'DEEP.8 DIA AAA ' \ '• WTRi CLEAN SOIL PER N EX.FF EL 10.4' \ SCHDS REQUIREMENTS H .1 n`:.wiDrwwArannrar.um I2r Z ..F1pOr.A,o„nwmr.nFD, - _ RAISE TO FF EL 12.4' •-------�•-, •� 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE swmnau+,ue (OR EQUAL). n DMl�ME -- .-•----i._._.-•- _I n _ i �� N '• GIDE SCALE: 2O -O 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). Z ,, • 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE I✓ • H, EXIOIUNG TLINEUSE MAINTAINED. I 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL A 6. - .- -- 751 SETBACK BE MAINTAINED. PROPOSCD i ! RED PbRCH/ -_ - - 1000-136-01 -54 I - : , ell / BtIRD G0.ADE UP 105' SCTM# / ESL GARAGE 8 MIN..aO.1 01 ST J „i -s°;E -BUILD GRADE LJP cn L- �IAS INDICATED PER DESK,p - ^ ♦, �I�,T •�' W (ELEVATION-9 01 r 0 N ' iNEW GRADEATs%sLOPq Z F sic SUFFOLK COUNTY DEPARTMENT OF!-( x ti CP rrawtatxcow- r�" v; -_� _PER SCHDS REQUIREM : L^ a,? � \- 1 Q PERMIT FOR APPROVAL OF HEALTH SERVICES o r STMCRY u CONSTRUCTION FOR A O a u N \ CLE FAMILY RESIDENCE ONLY { EX.I STY. �' - DATE a 3J H.S. 0- c3�� [t1 \ PROROSED FRM.GARAGE GRADE EP o zoNEhi R F /p py PERVIOUS \ �►Y EL e.r EP t\ �O APPR g �'• DRAWN: MH/MS O EP Z �. v ,lre.. FOR �UFd ®r �+ JOBx I•i2 a BUILD GRADE UP ID( T O-9/� 1 EL i.l' coW (:•V .♦ _ BLL+.V W�j F 05.2013 ♦ NEVL�bVA RUN -- AS INDICATED PER DESIGN •: wb, L��r I s EL 10.8' TO HOUSE 3 -kw TA NEW GRADE AT 5%SLOPE - �A11 �; I� rOV SLLEET NUMBER: o 'Lr/ PER SCHDS REQUIREMENTS El:. d '� .,' '1 L- N 4300'30 ATER METER- EXISTING 111.00' Q -� rAl St_2 1!J ®FIRE HYDRANT \ Q/ UTIPOLEPOLE L 0 T NUMBERS REFER TO "MAP OF EUGENE HEIGHTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON N OCTOBER 29, 1928 AS FILE NO. 856. SURVEY OF PROPERTY AT CUTCHOG UE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. \s O 1000 136-01-54 0 oil, �� �ry �o \s'�s, o� SCALE.• 1'=30' e o JANUARY 4, 2010 hk\ F AUG. 31, 2010 (additions) d" �s�� \ Feb. 24, 2012 wetland flags) a o May 19, 2012 (additions) "p'� DECEMBER 23, 2013 (Foundation Location) IK \ �• `b � \ ZOO n U / ' 0/.to / Q Z si G �• r � v°% JAN -6 2014 •, �•� �`fl� / ��� CERTIFIED TO: TC,,, DOUGLAS C. FOL TS KA THLF1"�N TS c� (� FILDff- 1�: TITLE INSURANCE COMPANY - -WETLAND FLAG LANDWARD EDGE OF TIDAL WETLANDS AS DELINEA TED �,� k 4 . BY SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON " FEBRUARY 14, & SEPT. 25, 2009. +►P - - ti, 3 FLOOD ZONES FROM FIRM MAP NO. J610JC016JH SEPT. 25, 2009 "�T�� Y.S. LIC. NO. 49618 ANY AL TERA 770N OR ADDI AON TO THIS SURVEY IS A VIOLA TION Nl C S ORS, P.C. AREA=ZO,O♦14 SQ. F7. ELEVATIONS SECTION 72090E INE NEW YORK STATE EDUCA770N LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECn0AI 7209—SUBDIVISION 2. ALL CERTIf7CA71ONS ELEVA TIONS ARE REFERENCED TO P.0. BOX 909 HEREON ARE VALID FOR 7HlS MAP AND COPIES THEREOF ONLY IF TO TIE LINES N.G.V.D. SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 0 n_2 6 WHOSE SIGNA TURE APPEARS HEREON. SOU THOL D, N. Y. 11971 cy �G V REVISIONS: EAST CREEK r — — — — — — — — — — — — - - 0=00' ( E GENES CREEK ) 1 13.0' I 0Cr161014 — _ I PROPOtED CD UFS; CO _ S 43°20'15"W _—_—_ J %'� ����— FFIC �L - ME Mir_-=----- - �� MEAN HIGH WATER., I COVERED OORCH E of ESTEWER14 S EAN HIG EDGE AN gy �NDi"DOE M DELINEATE° . ' •- E ' L 1.0' ' MEAN HIGH WATER BY%UFPOU(FNVI0.0MENfAL .�,I,•'r• MAll CONSULTANT(,INC.ON ��.' I.•,•.••..• I ID 23.0' IO �A • FEB0.UA0.Y H.2012.JUNE S.20`2 , �. ' 11 .'n.r. .T./' \'fit•'' I !25'NON TURi. '' , ^ \•1• I I FB] I �� •,� • BUFFl0. ZONE '. '25'NONTURf. `•�••�. I AE(EL.7) CONCRETEDIETING BUFFER �. PATIO i 1 1 M ZONE . - ,G N X _ __ I o SEPTIC TANK I I 10'dia., 3'deep I U M ' 8"slab' N �• •�♦ / '1 �` I .fit ^� Ei �O ♦♦♦♦♦ WBY FDGE AS OUL ENVI0.0MENTAL` 1�5 .""P 0% PROPO D ♦ CONSULTANTS,INC,ON ST: �, 8 ERED RCH F11RUARY 11.2012,JUNE 8.2012 ; L 79 SETBACK•._,_ v. EL.8.0' ° PROM MHWM �� ■' ' A-11.5' ® LP r.. ! B=18.5' O I .........,.................. -,� 0.0P05l0 ', Eb 2 STY.FRAMED HOUSE• PORCH I D-1'' ; C=24.8' FF EL 12.1' 75SETBACK ( ® LPIcCOV��`b CH i A Ll$.5' O o I F Ot 1 B B=30.0' LP I W I , Q / fFeA"i.Ai91' IaVCTe= • ?g;��: A. <. C`37.8' a B'Fltb 2 FL 7M W - -' f�Com... I o ' LEACHING POOLS H A Z I 8'dia., 2'deepF_WILI I =r: AILS' 1. ' m t� < LP2: C- H .18.5'21.B' : I 8"slab 1 Q P: A=19.5 r� • v1 PERVIOUS 8.37.81 . _. Ij B=24.0' PARTIAL SITE PLAN I o I~ ,\ \ DRIVEWAY C-37.8' LEACH NO POOLS ■ 0 EX.1 STY. AUP1 rd b ZONE% ■ * I C 32.0' I ISI ' pSI ERM.GARAGE � ■ ° 11 ( 1 8-21.0 ■ G.32.D' 4 0 - L _SCALE: __10 -0 a J (� �I _ d • Z GPADF ■ M EL IO.■' \ .� 1•— r■lagn .................................... .....••....W ELV.O uTRrtv by 43°8'30.. E Ex1mFJGET0 F%ImFJc 111.00' •\• \ Q 1000-136-01 -54 WA R MER FIRE HYDRANT SCTM# \ OAK STREET EXCESS FILL FROM DEXCAVATION (PUBLIC WATER IN STREET) [REF.• R10-12-0003rA QJf F SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES F-5 o APPROVAL OF CONSTRUCTED WORKS FOR A SMCLE FAMILY RESIDENCE Date 3 2014 H.S.Ref.No. Rt o —►z—o0o 3 The sewage disposal and water supply facilities at this location havo been Inspected and/or certified by this Departrne t r other arcnc°es and found to ® MEETS AND BOUNDS BY: be satisfactory FOR A MAXIMUM F, ' BEDROOM& o PECONIC SURVEYORS DRAWN. ?AH MS SITE PLAN. JOHN METZGER, LIC.49618 SCALH: 1"=3a' (631) 765-5020 Walter J.Hilbert,P.;.: . i JOB#: obu 07, SCALE' 1" = 30r-0' Office of wastewater Management oDSHEET SHEETN UM ■ SURVEYED: NUMBER: JANUARY 4,2010 S-1 REVISIONS: LOCATION: AREA: LOT COVERAGE: FILL REMOVE: FILL ADD: E A S T C R E E K PROPERTY(TO TIE UNE): (20.014 SQ.FT.) (0.46 ACRES) ( E U G E N E S CREEK ) BUILDABLE TO FLAGGED WETLANDS.' 18,752.3 0.43 ACRES EX4MNGHOUSE,• 1,096.9 SQ.FT. .2029,15-,, 1 11 - -_.-_ EXIS77NC PORCH/STOOP. 69.6 SQ.FT. 1 W _ _ 1 _ / 29•i� _! d d d d d MEM)HIGH WATER BUILDABLE: LETIANq EDGE AN if w EDGE AS DELIIN- BY EATED MGN HIGH GARTER 287 7.4.D BYSUFFOLK'ANROMENTAL n•'r' ',.� EXISTING DETACHED GARAGE: 479.150.FT. 2.6% • • iEB0.VAR4f201NE0.2012 , `•:; • SCTM No.: 1000-136-01-54 TOTAL LIVING SPACE: 1514.4 SQ.FT. 8.1% 120 CU.YD. 20 CU.YD. • � 1`. '�. ATTACHED GARAGE 785.7 SQ.FT, 4.2% 100 CU.YD, 60 CU.YD. 75'NON TUM." ^ COVERED PORCH: 909.6 50.FT. 4.9% 25 CU.YD. 15 CU.YD. - • BUFFER ZONE �'� 25'NONTURF, ON CONCRETE IMPERVIOUS SURFACES: 037.0 SQ.FT.) (0.7%) AE C ]BUFFER \ MEETS AND BOUNDS BY: �AO _ R•mA "`-`' PECONIC SURVEYORS WOOD DOCK. ns.oSO.FT.) (o.a%) rm •FLAG-f'• NONE E„•••` ~" �`L�. :" JOHN METZGER, LIC. 49618 EXISTING SEPTIC TO REMOVE: 75 CU.YD. 150 CU.YD. N X yzi (631) 765-5020 PROPOSED NEW SEPTIC: 225 CU.YD. 115 CU.YD. BUILD UP GRADE(SEPTIC): 130 CU.YD. "■ I EXISTING DRIVEWAY: 65 SQ.FT. 12 JANUARY 4, 2010 o 12 �r•_••••.� PROPOSED PERVIOUS DRIVEWAY 650 SQ.FT. lb •��� WETLANDS EDGE AS DELINEATED 1 Y7 • ♦ BY SUFFOLKENVIROMENTAL rom-1 4,474.5 SQ.FT,1 19.8% 1505 CU.YD. 1485 CU.YD, '"GCGGr CA'EIIFO H • CONSULTANTS.INC.ON tIT : FEBRUARY N.2017.JUNE 0.7017 G 75'SETBACK..,- EL 0.0 '• FROM MHWM _ 6 RMID ' PORCH 7 STY.FRAMED HOUSE PROPOSED: 'd1 pc`" CIO El 2 1 ; 75'SETBACK O � c h COVEREDOORCH • _�..-gyL,;� y • 'ARE rg / B 4 A I FF LA6,91' O SFMIC TANK • z O ra• zoNe AE W Q� IEL7rA W L RETAINING n: IS z {' A A.I7.5I.Its' Q O St■ •. .1�►' y'1 '7 -24.8' IS IQ-jI V'L I a wxcNrt C.24.r • O a o • J tN7T ' A.18.5' • 1� ,jp•�F DRIVEWAY C.l7.1T {J LEACHING POOLSPERVIOUS M ♦\ a ` EX.1 STY. LP2: ■r b ■ PROPOSED SEPTIC SYSTEM DETAIL Q c}' ERM.GARAGE A.19.5' ZONE X ■ �, ax 2.01 0 C.37.0' • O ■ \ ; HOUSE FF ELEV.17.4' INISHED CGDE FINISHED GRADE E TOP EL S. i('i` dp,�pi ■ Z m LEV a ELEV.9.0' EUN.9S MIN. ,aa IG MN. nl.rEL��, FL 10.8' ♦ \ , ♦, • ................................•{i aV.D ce .y a•Tx... 12.9' •i )'MIN. 6. , y 4308'30"" E ez)mNGO EwmNG 111.00' x. •Q ••rtFF d,' �•Ei APPRovm N9e UTILITY WATER METER FIRE HYDRANT \\ ELEV.7.]B' APPROVED APE ndR PITCH LEACHING LEACHING In.PITCH)PIPE POOL 173'1 93' POOL 2'i' !'CLEAN �} FS1 INV.EL NV.EL 63' ��SAND 'OF �� 7.0' COLLAR EXCESS FILL FROM EXCAVATION °°•61•'ra r{ � {r►ry-�f TO BE SHIPPED OFF SITE ]Bor. OAK STREET ea SOLID MONOLITHIC w B` f'i- (PUBLIC Pw ' (PUBLIC WATER IN STREET) uTv,2KK: L o ]BOT.+ -4.e• II '•IP i1 MDWATE0.CONDMONS 1 ^77 O fFAtQ)11AL1Y IGHAFd 2. i y (GROUND WA .D) t l x O �TO SEPTIC TANK LEACHING POOLS NOTES: NOTES: 1).MINIMUM SEPTIC TANK CAPACITIES IS 1201)GALLONS. 1).MINIMUM LEACHING SYSTEM IS 6 POOLS;7'DEEP,8'DIA DRAWN: MH/MS 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7000 Pd AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 28 DAYS. (OR EQUAL). SCALE: 1/4"=1'-0" SITE PLAN !j WALL BOTTOM THICK SHALL BEA MINIMUM DF T.A TOP TH CKN AL C 6'ANDA !)ALL COVERS SHALL]BE OF PRECAST RflNFO0.CED CONCRETE(dl[QUAD IUB b REINR LNG TO EIS A ALL WALLS.RCE OM AND Td SHALL CONTAIN Nov■mber 07.20I4 REINFORCING TO RESIST AN APPLIED FORCE OF!00 q/. {).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SNAIL BE MAINTAINED. SHEET NUMBER: 41.ALL 1gNff SHALL BE SEALED f0 THAT THE TANK D WATERTIGHT. 1 .AN P MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL SCALE: y 3O 0 5).THE.TOLERANCE SHALL- )O LED AT LEVELMUM IN 3'THICK DIRECTIONS(WITHA BE MAINTAINED. • MAX.MAK.TOIERAN K OF LL W�TA A MINIMUM THICK BED OF COMPACTED SAND OR PEA GRAVEL 6).A iD MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL 11 MAINTAINED. t REVISIONS: LOCATION: AREA: LOT COVERAGE: FILL REMOVE: FILL ADD: E A S T C R E E K PROPERTY(TO TIE LINE): (20.014 SQ.FT.) (0.46 ACRES) ( E U G E N E S C R E E K ) BUILDABLE TOFUCCEDWETL4NDS. 18.751.3 0.43 ACRES ExlsnNCHOUSE• 1,096.9SO.FT. EXISTING PORCH/STOOK- 69.6 SQ.FT. _- S 43°20'15"W = - -%4.15 ' �_ ffi (�lE(}'Ir--- MEAN HIGH WATER BUILDABLE: D VFTLANMFANH NEWA ER S� WETµDSEDGEASDEUNEATED _-__ - 4.9 '` •• _ js VSUFFOLK ENVIRo6,ENTA, �.E EXISTING DETACHED GARAGE: 479.1 SQ.FT. 2.6% CONSULTANTS.INC.ON �: CTM No.: 1000-136-01-54 TOTAL LIVING SPACE: 1275.4 SQ.FT. 6.8% 80 CU.YD. 15 CU.YD. FEBRUARY II.]Oii JUNE B.]01] \ ••' ATTACHED GARAGE 671.6 SQ.FT. 3.6% 100 CU.YD. 60 CU.YD. 1 r vri MON TURF. COVERED PORCH: 969.3 SQ.FT. 5.2% 25 CU.YD. 15 CU.YD. r BUFFER • • , O AE ONE L 7) E%°"'6 s BUFFER RF' ` �'�. CONCRETE IMPERVIOUS SURFACES: 137.0 SQ.FT. (0.7%) MEETS AND BOUNDS BY: ^ �'� WOOD DOCK 75.0 SQ.FT. (0.4%) PECONIC SURVEYORS rn -ZONE _ F:. IrnE '', JOHN METZGER, LIC. 49618 EXISTING SEPTIC TO REMOVE: 75 CU.YD. 150 CU.YD. X )+ (631) 765-5020 PROPOSED NEW SEPTIC: 225 CU.YD. 115 CU.YD. r � ( 1 BUILD UPGRADE(SEPTIC): 130 CU.YD. �D I SURVEYED: c% 1 EXISTING DRIVEWAY: 65 SQ.FT. JANUARY 4, 2010 .r to m PROPOSED PERVIOUS DRIVEWAY 650 SQ.FT. �rFeu WETLANDS EDGE AS DELINEATED 1i BY SUFFOU(ENVIROMENTAL TOTAL 4.014.8 SQ.FT. 18.2%(19.3%) 505 CU.YD. 485 CU.YD. NG SU gy,AEIl (f0 REMOVB • CONSULTANTS.INC.ON FFRRUA4Y 1,.p17.lUNE S.pQ d .CESSPOQLS 75- ACK EXISTING CESSPOOLS TO FROM M V •r-.-. y. •'';BE RD40M AND FILL � SCHDS REQUIREMENTS EXISTING: ,TO FF ELll:; ' DEMOLISH TO EXISTING FOUNDATION.ADD 3 V2 t COURSES(T HT.) ROOF AREA:3016 SQ. FT. Z ISTNG 110 NTEDo ® NE tCONCRETE BLOCK 0 .TER 1 r 75'SETBACK ON EXISTING WALLS AT 100%WATER RUNOFF:504 CU. FT. (2-RAIN/HR.) F PROPOSED: W A i Fie` `E T tos', PROVIDE (4)8'DIA.X 3'DEEP DRYWELLS a z DICAf ST EDPERI tEi1U NEW FOUNDATION& AfIN°KA,E°.Ea°ERL�,- 4 ; 8'X3 DRYWELL CAPACITY: 126 CU.FT.ea. Q w NEW RMGRAADEAT5%ioli{' _ _ Z FRAMING AS PER PLANS A -HDS REQUIRE rn N \ C) PROIOSFO EX.I STY. t14E6PEI E® i--i ET1 FILM.GARAGE -c.A-" EP -�-.i' ° �. LEP Y o ' -BUILD GRADE UP ? EP _ M INDICATED PE0.DESIGN SEPTIC SYSTEM DETAIL -. NEW GRADE AT 5%SLOPE EL,O.r T'o1LOAufftl3 '�^ :PER SCHOS REQUIREMENTS- R�' i UARD OF APPEALS • NP43° 8130 TER MEEERo EXISTING 111.00' \. < HOUSE FF ELEV.12X FINISHED GRADE FINISH9D, H FNIF HYDRANT \ ELN.9.V ELEV.9.S MIN. TOP EL e3' FINISH GRADE BEV.B.r MIN, 1 1 MK 72.9 '7F' OAK STREET '" "" ""�CHIII ELN.7.r APPROVED PIPE �aNc nrtl PITCH III LEACHING LEACHING W (PUBLIC WATER IN STREEn min.PITCH lµ•/1' 17.5' 9.3' POOL 'OOL re• 3'' W •S N • INV.EL INV.EL 6S t!�LAND ' ,.•.. 7.0 • COLLAR N aoKHS 2' ME Na AK01P0 PARINS• • r�� r-tel MIN.' C/)V BOT.EL 4.rje SOLID MONOUTHK DISTRIBUTION POOL OF ROT.EL 9.r x SEPTK TANK 6 FOOL SYSTEM (n 4-a O U O CD MGM/OUNDWATiff-W MNf mar RAM �T a,U SEASONAL MGH WATER EL 2.72' 4.4 ((ROUND WATER ELI V.2.C1 1� ot COPYfrom ZBA WELL HAS BEEN ABANDONED Bldg Dep SRESDENCECONNECTEDTO Final revie ed cl L)peim SEPTIC TANK LEACHING POOLS ZBA File# f�lQ� NOTES: NOTES: I).MINIMUM SEPTIC TANK CAPACITIES IS 1200 GALLONS. 1).MINIMUM LEACHING SYSTEM 9 6 POOLS;r DFFP.r pA 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 01 AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE DRAWN: MH/MS 20 DAYS. (OR EQUALS. SCALE: 1/4"=I%0" SITE PLAN 3)WALL THKKNEK SHALL BEA MNIUM a 3'.A TOP TOP SHALL OF 6'ANDA 3)ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE MR EQUALS LOB M: •� R13 THICKNESS IOf ST A ALL WALLS.BOTTOM AND TOP SHALL CONTAIN Mardi 06,2013 RflNFORCiNG TO RESIST AN APPLIED FORCE OF]00Inf. I).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL RE MAINTAINED. SHEET NUMBER: I).ALL HALL JOINTS SBE SEALED SO THAT THE TANK If WATERTIGHT. 1 Sl AN r MIN.DISTANCE BETWEEN ALL LEACHING PCIOIf AND SEPTIC TANK SHALL SCALE: 111 30�-01 S)MAKSFTOICTANK SMALL OLERANCE OF+I- ON MA NIMME IN AT UM 3•THCK DOF COMPACTED IN ALL DIRECTIONS(WSTH A RE ALAINTAINED �_ SAND OR PEA GRAVEL 1 6),A ID MIN DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. dd ■■■■■1■t� 1 ■■1■■�■■1 I. `■■t�1■n_ 11■, .ti tr------u u. �■1 .penalut■■I■ I■1■■1■N■■■n■■u , ut■■t.■ r�� �r' dIM■■I ■t■ oI■■1\Eil tE■■■1 1■■■■t■■N ■■t 1■■M■1■► �1■■E■11 I■■■■I■/ ■■ I ■ N■■■■I■ MIN■■■■1 ■ M■■■■I■ �}, ANN■1 1■1■■1■ It 1■1■■1■N■■■■t■■I■ 1■I■■1■■ t. ./■ MIM■■I ■■■■1■\ \1t ■■■■11 I■■■■t■■111■■■■11 I■■■■I■1 �rI .1■■7■■■t■ ■■t■■1■■7► ■■1 '■ 1 N■■■■1■ MIN■■■■1 ■ N■■■■1■ tr ■1■■N�1■■1 ■■■■1■■N��. ■u --- n.�■t■■■■■n■■t■ ut■■1■■ ����1 %■■I■t■MI■■■I It■■■■t■■MIN► II■■1■��■■■1■-.�.�- ■t■■1■t■■■■1._ ■1■■1■■m■■■t■■I■N ■1■■1■■■■■■t■■1■tom■■■t■■1■t■■■■1■■1■ -1■I■■1■■�■■■t■■t■■�- I�t��1�t1�����1- ■■■■1■■tN■1■■■■1■ ■■■■1■■tml■■■■t■■N�1■■■■1■■N�1■■■■IN tr---.��...-�--.-7MIM■■■■I■■MIM■■■■1■r...----1■■MIM■■■■11 Nl:��t f 'SEEN ONE ■1�1■tN11IIl �1I 1l_1liIIiI'I!.l11_ 41-14l,I�I1 Ir-Zt1-Z 1-jlrX11'11--11' IIn ■■■t�■nl■■■■■1■7■n■■■■1■■■■■■U■t■■I■■■■■1■11, ■■■1■N■1 ■ �M■NM■■■■■■iII■It�■1■■■i ■■■■1■■1■ ■ i11 IN �� ■■■■ 1■1■■ 1 � I■ ■ ■uMItN■■■■■■■1■ ■ ■■ � 1OE� io n ■1 ■■1■r7 ■1■■1■1■ ■■1 ■■■■I■ I■■■■1■■N1■■■■t■■tIn ■■/■EIN MEIN laws■MI■ ■■■I 4 ITA 74 1 I I I I I I I I II I I I ■=■ lip, log i■iREIM�r 1 ■■t■■�■■� I. loss `■■tl■u►_ .MIM■■IIt . ■■■\ \EI 1■t■■1■ --- 1■I■■1■t1■■■■1■■It t■t■■t■■ ��� �r /■■■1■ ■EI■■1\ ■■■■11 ■ I■■■■1■■NN■1■■■■11 I■■■■1■1 �`� i■tol■■1 1■■■■1■► 11� ■■■■ NINE■■■1 ■ ■■■■■1■ '�lI ■1� •/■�tli■■■I - 1■■■■■1■\ 1■1■■1■N■■■■1■■IN 1■1■■1■■ �`,/ it■Mt■■■1■ 0■I■■1■t■\ \It I■■■■tl Ir le ■ I■■■■1■1 /, ■1■■N1■■1 . 1■■■■/■■N��. ` ■■1 ■ ■■■■■1■SMI■■■■■1 ■■■■■1■ .f %■■I■�tIM■■I I■■■■■t■■flit► ■t■ u•�■t■■■■■n■■u ut■■t■■ ��d • r---•---- ---•---�■■■1■■1■t■■■■1■■I■t�-------,•t�■■■t■■1■ —t�i� ■iii i 111 114 rZ 11,111 I ntii■iii N utiiiiilii " Ii t�t■iiiilil IM 1111 - 1111 It■u■■■1■milmosmis ■tl■u■■■1■■t - I■■N�u■E■n NE■■ ■I■■ 141 IiI L r" j iI1t■1I N1�■■1■■■�■Ing �■■■N�■Ml■I1M%■■■�■t■■■■�■■■11■1■■t■■E1 I�■MME■■■■It■■N■E■NI�■M■I1M■■■■1■■■■�■■■11I�■1N1 1I■■■■■1■■■■Efit1■■■■1■■-■+IIt■■■■■M■■■■■■tt on ■ ■■MINE■ I long IEEE■ ■ SI ■■■1 N■■\■1 ■M ■ I1� \ � I■1■■Hti■■1■N IM 1������1��■ It ■Mt■■■■■1 SHEET 14LJ.BER: ;i • • •. •- /I I■ i I■1 I�\, 1 ..■111■ 1■I N■;1�•�I� , X11� .I■■■■II . ■■i11���:` a I.l1!■■■■II 4 .�.1■■■■ l . 1■■1■��r� imaim ,. 1. /Nit1.1■■■■1■■B.I■■■t1■�•�. 1■� II■■1■!.■■■!■■1■It■■■ILMI■I�-�,.�.__-� !NOON 1■■■■I It 11.1■■REIN■!. 1■18■1•'Y/■' .I■■ Y I■1■■{I 1■!■■11 !I O!■ANN■■■1■.■ ■.l1�����'8■1 I! !1 ■■■■1 ■■■■1 11 ■■■■1■■1■O.■I i.■1:�'�l II■1 ■ II e■■■i I- -' . 1■■■il 11 I8o1■■O■1■■11 1■/.1'-� 1■!■■11 I■1■■11 ■ .OIB■■■NI■.■' wool l...�;�j\I It tl ■■■■1�-��u���u-�rr.■■■■N 11 ■■■■t■■1■��■I 11r■1���='1■I ■ 11,`\■■ _il■■111._ .�■■r■.81!■\� ■■■■IitN�l■■O■1■■1.1■■ONIi■I.r■■1 It■O1 ■■1■■1■e.■■■BO i■1■■ I ■'' I ■ ■ 1! 111 114 111 111' n■■■■NN■N.1■■1 I■■■1 ' ' n 81 11!■■■ii■.!1!■■ 1■■■I In 111 141 111 111 i■1■■1■B.■N■u 1■1■■ I ■' 1 ■ ■ 11 - - - - - - - -- - - - 11■■■i1itN.D:� II I I I I I I I BI 118■■■■I■■V"I III 1111 I I ( I ■ I 11 ■■1■■1■!"�I I I I III 1 I I I I I I ` I I■�r■.■■r��■�� I■���u■���■�� I I I I I I I I I(I I I I i i1�■mi■ii I1111111111111 r— III 1 I I I 11 _1■■■■1■.!u■■1' '■■N■■1■.n!■Nr— I • !II • 1,11 I �1 �II - - - - - - ILI � IIII i!I I1■■■11 t■i1Nismimi �, �.I■■■■U . 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In1■■■■i■Mimi ■■1 ■i■■■■1■■ill■■■■i 11 ■ ■■■■1■■1■■1 ■ wommomalmnso JI■1■■■■■1■�■1■■■! 11■■■■■i■■■1■■■■■I ■I .- ■■1■■■■■1■I _ 11 I■■■■1■ ■■i■■■� I ■■■■1■■i■■o■■■1■ ..' 1■■1■■1■■■■■■1■■11 r-• - 11 ■■■■i■■1■■1 — ■I ■■■■■II 1■■1■■■i I 1■�1■■■■1■■■�1■■1 ----' ■1■■■■1■■■�1■■■■/ ' '• - -' '• � I■ . ill■■■■i■■ ■ ■ 111■■1■ '. ■■1■■■■I I I■■i■■■■■1■■■1■■■! !■ 1■■■■■1■■■i■■■■■I ii ■I ■■i■■■■■1■I 11 I■■■■11 ■■1■■■� I ■■■■1■■/!■�■■■1■ I■■1■■1■■■■■■1■■11 til I11 . ■■■■i■■ -- - 1■■i■�■I I 1■�1■■■■1■■■�1■■1 . ■1■■■■1■■1�1■■■■1 i■1■1■■I _ I It■■■■■■1■■■i■■■■■I■■�I■■■■■1■■■i■■■■■I r III Ill IIi -!1■�■■�1■■�■■�■1.■i�■■.�■.�■■■1.■�■■�1■■�■■�■i.■i�■■�■■•�■■.�■�1■�■�I .■.■.■.■.■..11.�■��-�.a■.■■.1 I■ .i■•��.■�I ��� I El ■lI■i�■■■1l■■■■■1■■■■■■■11■1■■■■�■il■■■1l■■■■■1■■■■■■■1i■1■■■■■■il■1■1l■■■■■1■■■■■■■i1■1■■■■■■■�■■■11■■■■■1■■■■■■■111I , • 1 REVISIONS: LOCATION: AREA: LOT COVERAGE: FILL REMOVE: FILL ADD: E A S T C R E E K PROPERTY I TO TIE LINE): (20,014 50.FT.) (0.46 ACRES) ( EUGENES CREEK ) BUILDABLE TO FLAGGED WETLANDS.• 18.752.3 0.43 ACRES EX/ST/NC HOUSE• 1,096.9S0.FT `� EXIST/NG PORCH/STOOP.• 69.6 SQ.FT. = S 42°20'15'_W __ =__ = BUILDABLE: _ M -1E M4Er... MEAN HIGH WATER MEAN HIdGf1W TPA b WEP 01 (EDGE"AS DEUNe-1 "- 4'0' ' EXISTING DETACHED GARAGE: 479.1 SQ.FT. 2.6% - BYSUFFUIKENYIROMENTAI :A.M• •�•�•• LSCTM NO.: 1000-136-01-54 coNfULTANTs.INc.oN ` TOTAL LIVING SPACE: 1514.4 SQ.FT. 8.1% 120 CU.YD. 20 CU.YD. FWRVARY H.70Q.JUNEB.2D12 • . ' +•r•r•-••r•� �.�; ATTACHED GARAGE 785.7 SQ.FT. 412% 100 CU.YD. 60 CU.YD. 79'NON TURF.• COVERED PORCH: 909.6 SQ.FT. 4.9% 25 CU.YD. 15 CU.YD. BUFFfII `_ MEETS AND BOUNDS BY: CONCRETE IMPERVIOUS SURFACES: (137.0 SQ.FT.) (0.7%) 2CEL. '7s'BUFFER . WOOD DOCK: (75.0 SQ.FT.) (0.4%) BUFFER \' AE(EL.7) low [r EI PECONIC SURVEYORS m ' aZONE i •~` ~"� _ _ _ F ', JOHN METZGER, LIC. 49618 EXISTING SEPTIC TO REMOVE: 75 CU.YD. 150 CU.YD. ' (631) 765'5020 PROPOSED NEW SEPTIC: 225 CU.YD. 115 CU.YD. LI ITS QF MAKIII 11I QF CI FARINIn BUILD UP GRADE(SEPTIC): 1130 CU.YD. C) a GTO MAW I I SURVEYED: $ w ABlA 01 N!W FHL 4160 10.R. cuHCBme �ATr RAw NR HOUR.mcu.Fr. � EXISTING DRIVEWAY: 65 SQ.FT. - - �i' � ANO CSAKKfTI '^� :a. R'G:::.YR:YK:L" JANUARY 4, 2010 0 4 SBIfWAtIt TD B[ PROPOSED PERVIOUS DRIVEWAY 650 SQ.FT. C'r$ n: • 1B t..... ���♦ L' e n.,.1raLL '••• DRvnueLL ••j�� WETLANDS EDGE AS DELINEATED i TOTAL! 4,474.5 SQ.FT. 19.8% 505 CU.YD. 485 CU.YD. • 'M.,�' ♦ b BY SUFFOLK ENVI0.0MENTM / t ISTING SUN , ♦. CONSULTANTS.INC.ON TPO R[M , •. ♦ FEBRUARY 14.7012.JUNE B.2012 CESSPOPU ) . { •'^'� 75'S[TBACK.�. 11VIINGCK/FOOIf'IB9 _ FROM MHWM 'Z�.. ";Bp RS CLEAN SOL PER\ •••Wn1♦CLEAN ffNI PER HOS REQUIREMENTS RE tt01 i rA PROPOSED: ROOF AREA: 3016 SQ. FT. O NED ib..�.,.w,mw�i.,u.+a !, ..• %� i ,f .E x EXISTING HOUSE EFaO r� I �!NE 75'SETBACK " I HR. ~ i! �/ t AT 100%WATER RUNOFF:504 CU. FT. H �' G RED PORC rF[' (2 RAN/ ) PROVIDE(4)V DIA.X 3'DEEP DRYWELLS F� z 0 ONTWu S24"WIDE K I2•HI FEL 8.91 OST ALON PROPERTY UNE (`J ALE ALONG _ O f O BUIL))GRADE UP I ZONE AE __.... SLOPED GRADE AS INDICATED PER DEItt,7 8'X3'DRYWELL CAPACITY: 126 CU. FT.ea. a BwA) [ . (ELEVATION-9.M .NEW GRADE AT S%S .PER SCHDS REQUIREMENT KOLE ovosED PER ° J ►~ Ex.l m. cp ® ® PROPOSED SEPTIC SYSTEM DETAIL Fz �� \ v'••..4'P•+ • FRM.GARAGE cRAA! EP EP 20NEX -�� ° A rt, \ BALD GRADE UP R Q Q AS INDICATED PER DESIGN HOUSE FF ELEV.ITA' FINISHED GRAD¢ F WISHED CMDF TOP EL 6.9 FINISH GRADE CONfFRUCnON DURIMT[R EP ESN.9.0' SLEV.9.5'MIN. TD[[DN ATS WUNc Ni NEW GRADE AT 5%SLOPE cMOF i Z M �Pt' ELEV.B.9'MIN. CDNmIUCI'iory • -Fa1 vTOR PER SCHDS REQUIREMENTS ¢.BS �, W NkTSTr/A RUNE ;�oN m[SURuuc 'Tf� S'MIN. eLlo.e' TONOfM'hl 1° �r t+EF++� 71B.irRSF1F4[iSIRR. EL'•(. 17.9' r* b• ELEV.7.8' '0 ' a'AFn M. LEACHING 4308130"E O EXISTING �( APPROVED Plve UTILITY POI EXISTING �FWE HYDRANT CONTINUOUS]{WIDE X WHICH BERM •\ APPROVED PIPE LEACHING � WATER METER ALONG PROPERTY UNF ASS SHOWN POOL \•T' mM.PITCH IN'/I' POOL 1'JT_ 173'19.3' JT-b' � 9'CLEAN [s N INV.EL INV.EL b.l' �-SAND .rB• 7A' 2 COLLAR OAK STREET EXCESS FILL FROM EXCAVATION i F "ra IF...� /!� ALL RN- 1 MIN.; `L/ TO BE SHIPPED OFF SITE BOT.CL 4.0 fOUD MONOLITHIC dST0.1Bl1TON POOL Of BOT.EL 4.8' (PUBLIC WATER IN STREET) sEVTICTANK b FOOL SYSTEM �T•1 B�7EEBEEBEBa - - __. I''��I I��.••rrr+�,, HIGH, RDWATERCOND OMNI W V]V SEASONAL HIGH WATER EL 2.72' o (GROUND WATER FLEV.2.0') CA x r.E �U ept copy from ZBA RECEIVED Bldg D Final review d documents w ZBA File3� 013 o Date: / WELL HAS BEEN ABANDONED (RESIDENCE CONNECTED TO BOARD OF APPEALS NOTES:SEPTIC TANK LEACHING POOLS 1).MIN i).MINIMUM SEPTIC TANK GMCTII¢S IS 1200 GALLONS. N MINIMUM LEACHING SYSTEM If b POOLS;7'DEEP.B'DIA. DRAWN: MH/MS 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 9000 pb AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 28 DAYS. (OR EQUAL). SCALE: 1/4"-V-0" SITE PLAN l).WALL THICKNESS SHALL BE. MINIMUM ATOP THICKNESS OF b'ANDA 3).ALL COVERS SHAH IF OF PRECAST REINFORCED CONCRETE(OR EQUAL). JOB N' BOTTOM THICKNESS OF ALL LL WALLS.BOO TTT OM AND TOP SHALL CONTAIN DCDEIDHET 04,,2013 REINFORCING TO RESIST AA N APPLIED FORCE OF 500 p,L 4).A MINIMUM DISTANCE BETWEENIeACHING POOLS AND WAT[0.LINE SHALL BE MAINTAINED. SHEET NUMBER: 4).ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 1S WATERTIGHT. 1 •K� .AN B'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL • SCALE: i" y/O' O' S).THE MAXSAN,SEPTICNCE OF t.I INSTALLED IN LEVELMUM WALL DIRECTIONS OF C MPSH A IE MAINTAINED. S-1 MAX,MA%.TOLERANCE AN K OF+/B E IN TA A MINIMUM 5•THICK BED OF COMPACTED UtMinimis Request 6).AID MIN.DISGRAVELTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. '�� .I u . 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((( mumu■1■�■1■■■■■1■�■1■■■■i I■■■■1■ . ■■i■■InI ■■■■1■■1■rte■■■1■■1■■�■■■1■■1■■�■■■I■■11 ' ' (I 1■1■■1■rt■■■1■■1■rt■■■1■■I mumu■11 1■■I■■■I 1111■1■■■■i■■r1■1■■■■1■■rr■1■■■■/■■rml■■■■I i SHEET NUMBER: REVISIONS: D -------------- --------------- C" s2'-0" T-stn" 'Lia" 9'-31h` )'-o ................:.. .••................ _ . .. ... .............tli .. _............• ........ ....•.O)2X8 ACO GIRDER ' ' D 3X1 Ma G1RDJ:8..' • _ tl11Xi AGR4 ' O)7X6 ACO GIRDER (!)xX•ACO cI0.DE0. 37 xxe ACO GIRDER- •I• }nllnillifil I 1i�I:nnIIllnuI iilinll:nul El1111 �� Inulluullnln# 11111 nnnlllj-•I-.jnI1HIISInI1IlIInIj . ..... ....... ....... 17•ffiVCQTTt.PIER og... 24'%74'%17"CONC.FTC. 3'BELOW GRADE 0� ; LEDGER BOARD TO BH FASTWORD; 1 !0' r 5'-6' _ TO BUILDING WITH TMBHRLOKO, EXISTING FOUNDATION • ' 13LF-COUNTERRNIUNG SCREW$ TO BE REMOVED ' /Y OLYMPIC MA URI ___ BW—mom-____{ PSC0.N3rO.CJND El RF8A0. '• ' AND F ---' -- __.-------------- , _.____.._-__ ,..,_. ...... ITAlaeseaHORnorr ------------ H ROAR 617.00Nronr�cHWR�01nEro •�•• AND AT FTG. ELEVAT!MKHANICALS ABOVE SW T t/• H REMOVE EXISTING CONCRETE REMOVE/RELOCAT t I '� " 0 SLAB THROUGHOUTAURD UP HEIGHT EX.FURNACE NIF) ��.=C �� °p pr 4 BY 7'WITH CLEAN FILL RE-POUR NEW 4•THICK RAN(TYPICAL) • ' WA�VEHSOLUTIONS DEHUMIDIFIER --"—REMOVE 'PERIMETER DRAIN AND I7'dl•.CONC.PIER 7.88 uww.wmh•m.alu6am.Pwn _ ♦-•. -REMOVE EXISTING 'r♦4'%7{'%17=ENC.FTG. .967-978! C~3 E E I wruEH.cF CHIMNEY _______ 3'BFLOW GRADE _._. _--._ „ i yG , CE EXISTING ••••••••••••• ________________________________ •I I _ � U [L TANK • A ' EX.SE •�{'l�Y0.f�] 5TElL q�TE[�p1f I ` a'aY9'1�1 n Rfp�p� [fF ( tillli�l "• �• 1•�' Y -•�'•TT� EXISTING CONCRETE �ewill6rc0 ^� STOOP TO BE REMOVED ^� , ................ s • �`B: • , , • FCxedxlY[SMG R4 � • p 01,91 • n •ra' • • • • .l IOD -/{ I i ALL CONCRETE FOOTINGS i pY•I��y ED �:� i (O N i — --_ O lRTFEE�Ly�p 4 TO REST ON UNDISNRBED !iL4iYi O' PROVIDE ALTERNATIVE PRIE I ; , 141 IIIIR»1 f { loIL9sw ------------------------7 POR GEDTHERAUL HEATING • r4•Iw CRHc n ' • ' , AND COOLING SYSTEM PROVIDE M • ; ••••• w0 YUIt.. ' ' _______________________ SPARE CIRCULARY MOTOR 7'- 'i �7 Q " • W BX1ffING WATF0.PUMP TO , w• FL•1 CRAWL SPACE POLAR PANEL GRID TO SYSTEM ... ......: ........... ...: r TO BE INSTALLED(WF),TIF IN E"' CONNECTION WIM GENERATOR O WITH AUTO WITH E0.5WITCH I eE RECONNECTED FOI a j� OIITADF IRRIGATION UA 4'- W GEOTHERMAL TFRDFANE•KKUPI LOSE OFF OPENING ILDUD LOd TYSTFALI LIMMN ALLOW m1n.36'X74• • 00— `j M !RFRA0.0I7'OC t___.._._E '4' REDDER BOARD TO BE FASTENDED A D AT FTG. TO BUILDING WITH TIM ; Y BERLOK6 W EXISTING BILCO •R i--------r S SEU-COUNTERSINKING SCREWS VERIFY FOUNDATION " TO BE REMOVED 'd' BY OLYMPIC MANUFACTURING .��VE W W—KF)w r• M •O HEIGHT IN FIELD. , •__ "G RSCRlWSA 37.O_C_7 ..KILK911AIT_......... • `44M SPACE Fam4•Ru• aG --- MPA-------:: o COMPACTED FILL , A 0 ' VERIFY FOUNDATION __ _ _________________•..----------.� •. '-. � ,_ 'm HEIGHT IN FIELD. m �, EXISTING FOUNDATION TO BE REMOVED O 26'- 5'-11th" B B C RAISE FOUNDATION I6'-71' 1).GRADE HEIGHTS TO If RAISED FOR NEW SEPTIC SYSTEM REVIEW SITE PIAN !).FOUNDATION SW TO BE 4'THICK 3000PA CONCRETE ON COMPACTED FILL F FS ���p��� AND VERIFY IN FIELD PRIOR TO CONSTUCTION.PROTECT EXISTING INSTALL 1A'EXPANSION JOINT MATERIAL WHERE SW MEETS ADJOINING -E! PITCH f TCH SIWITYIPA'7 WARS FROM CONTACT WITH SOIL WALLS.NEW COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE O Y rC-^I I I 7). THICK POURED CONCRETE FOUNDATION.3000 ql..U REST OF THE SW.AND MASON TO �•I� N CJ N VEE RIFY WALL AND NEW GRADE HEIGHTS PRIOR TO CONSTRUCTION.GARAGE 6).PROVIDE ACO RLL PLATES(MATCH EXISTING].SILL PLATES TOP OF WALL HEK.M TO BE AT P ABOVE FINAL GRADE VERIFY IN FIELD, ARE TO BE INSTALLED OVER COP•R-TEX TERMITE SHIELD AND FOAM OR CODE EXTIRIOR OF FOUNMATIONCCUTINC TO19 DAMPPROOFED N.Y.S.RESIDENTIAL FIBERGLASS SILL GASKET.WITH A �• M 37.FOUNDATION TO HAVE 16'Xr CONCRETE QX4)KEYWAY FOOTING.FOOTINGS 7).PROVIDE SA'DIA ANCHOR BOLTS AT 3'-O O.C.AND WA I'-W OF CORNERS. ^I O U I TO HAVE x-P!CONTINUOUS REAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS,ANCHOR BOLTS ARE TO HAVE A O UNDISTURBED SOIL(MINIMUM 3WW CAPACITY). MINIMUM T IMSEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO V BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 41.EXISTING CRAWISPACE WITH DIRT FLOOR AND NEW CRAWL SPACES TO HAVE 7'COW.SW. 9),DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT V-(r O.C.AND MIDSPAN. 9).INSTALL SMOKE AND CO DETKTOE PER NYS CODE. ---------------------- ---------------------- PROJECT NORTH FOUNDATION PLAN 1_a, " _ 3,_4h„ E • Bldg Dept copy from ZBA DRAWN: MH MS 34_0" SCALE: 1/8"= 1' D Final revie d dOcuments SCALE: ua"=r-o- JOB#: ZBA File# �O December 04,2013 Date: / SHEET NUMBER: Di Minimis Request A-2 47._6„ I to•-o„ REVISIONS: D ' C 13'-7" 74'-it" 1'- ' P F9-3„ (7)1.3/4X41/4 MLW/0)1/7'STEEL PLATE GIRDER •311. )1-3/4X9.1/{ML W( (7)1-3/4%9.1/4 ML w/0)IR'STEEL PLATE GIRDER —2,,-3/4%9.1/4 ML w/ • 0)1/7'STEEL PLATE GL1t&R O)V]'STEEL PLATE 6IRDEA • 0X10 FG COLUMNPOST 'yr ' ' • w/6X6 ACO POST i J OI •� �� 13.1:.����ML ' r� �� 55���I1��. �� �I a0 !'• + 1' F' r TIMIERTECH RADIANCE RAILING Null ° a e -B , b ML HEADER - X9.1/2 LwIA'STEEL PLA S )7X1 DPY7 I I — 5 `i f ... O O r. m „7 LIVJNG R�dM ly XX H it a R -------- ----------------- _______ O 66 „ A ', •IX -, PDM,M Qi aC30�IL ----------------- i ________ __ ___ , •�• • • U ;DININL•R[>bM A : I alu wn , aiOP orn • y 77 _________________ __ _• e n el w 9N0 0 v n • '2),%10 HDR 9.1/7 MLlk PORCH y , _-___._.___ •—� � SpyATE,E,L e1Tx1 .r V O I N% NH TED) -m • l --- T6G DECKING M f 0%10 FG CLU 'C z f � • - Y -�- w/6%fi ACO POST 4'_ �.I BATF{ ,t' I � "�'1'M"'tr Ku^Kr uma+wmHlru6 R 3 I� m rn� ,76i N y � � <awwo9e mamocuurow �+ ,F7 9Aoad�• i ,,--M c°u"'e.•T°�'N $ 3 Fri -N---- - '- '- ------------------ ------------------ g, , aJ „� g-2” Pte" ......... .. ...... ..1 '1 ) -06-11- 6.11 Oj V �2 i' ,uNI�AWA•xa"wJ 11 PANTRY °� _To'DoE 1 O BANG. �nwa 4`. 1i I z p� T„ M 1 a a .a r' LAUNDEY _e � r"J ........... X11 Z v, I f � 6" )A-7M ML D0. '' • Kw� TIMIERTEGH pADUNCE HIEING • 3W.C�MNCB r IOXIO FG COLUMN 'Men r_ 7,1A6:17 PITCH _ __ _'_._- , w/6%6 QPDA 4 I l h„ 76'-0„ M ••••••4-----�-� P)�OFY7WRDFR � (3)7X50DFY2W0.DE0. — •�•ee�•�• •�•11111�•�•e�I I - 6'-3" 7 V N 13-1:0" 10'-0" — PROVIDE HOOK-UP FOR GAS GRILL B LOCATION TO BE VERIFIED BY OWNER µRlrO[N CN WAW W nuNc reacou y IB C r rl aF r Br r . � e 1),PLATE HEIGHT AT B'-0"UNLESS OTHERWISE NOTED. H.PROVIDE RADIANT HEAT W MTH Na.1. %r n r e� � a ; a I„„„,„,•,•„���,„„,„,„� 7).EXTERIOR WA11310 BE FRAMED WITH]%60FY75TUD5 16'O.C.. 9).WINDOW POSTS TO BE DBL WALL STUDS UNLESS OTHERWISE NOTED. tY 3).ID(ENOR SHEATHING TO If 5/9'THICK FIR COX PLYWOOD. 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.7X6 WALLS AT R19 V/ N rti — 00 (SPRAY IN). L 4).BUP FLOOR JOISTS UNDER WALLS ABOVE. BLOCKING F+ _ _ N HACKING AT/'-0'O.C.AND MIDAAN. 11j.INSULATE CFIUNGf WITH R30 INSULATION(SPRAY IN). ETA Yr 5).PROVIDE 7.7X10 DFY7 HEADERS OVER ALL OPENINGS UNLESS 17).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1R'SHEET ROCK BATHS OW7 E' • OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 7 JACK STUDS TO BE MOISTURE-RESISTANT AND GARAGE TO BE SA'TYPE-X SHEETROCK ON EACH RDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE MR w O MICROLAM HEADERS. 13).SMOKE AND CO DETECTORS TO BE INSTALLED PER NYS CODE. by W 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 14).PROVIDE PRICE FOR RAMP IN GARAGE. __ �.•B Q U ,. APPLICABLE PROVIDE DEIRI-PROTECTION PANELS WITH FASTENING n•I HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.PROVIDE PRICE IS).ALL E%TFRIOR STAIRS TO HAVE 16•DEEP TREADS AND RAILINGS, O -”--- 1O ALTERNATIVE FOR AUTOMATIC ROLL UP SHUTTERS. (, I 16).PROVIDE CAT 6E AT ALL TV AND COMPUTER LOCATIONS.INSTALL WITH /T. r r I�h r r ' ..................... ..-.-".•'..,..-.... ,p 7).EARDIBACKER BOARD TO BEHIND ALL TILED SURFACES, CONDUIT F0.0MCONT0.0L UTILITIES POINT. BE USED REUSE E%ISTWG PROJECT NORTH 1ST. FLOOR PLAN s'-o„ ts'-4„ 6'_6• SCALE: 1/8”= 1' LIVING SPACE:1343 SQ.FT. 4,-0„ GARAGE:847 SQ.FT. Bldg Dept copy from ZBA Final reviewed documents DRAWN: MH MS e #�QS�(P JOB u4„ 1'-0- ZBA File Jos a: D Date: / / December 04,4013 g SHEET NUMBER: Di Minimis Request ------ A-3 PROPERTY LINE1 REVISIONS: LOCATION: AREA: LOT COVERAGE: FILL REMOVE: FILL ADD: EAST C R E E K PROPERTY (TO TIE LINE): (20,014 SQ. FT.) (0.46 ACRES) - E U G E N E S C REEK ) F BUILDABLE TO FLAGGED WETLANDS'. 16,752.3 0.43 ACRES - - 0 {� J U L 2 5 2013 1 XI TING HOUSE.• 1,096.9 SQ. - - - -' ;_ l_. A _ _ _.. '�- - ------ _ _ _ - STING PORCH STDOP.• 69.6 SQ. FT. ---- .__ ---__------______----_-____ -__-- -----��_._ ___--_-- --_._ -��_.._ _: �__- -- ---- _._�_..� O 1 ff S 43 2015 W _ _ EXI � - .__... .- ~-- Tf,'; FirHCLD I, u PROPOSED: - _ BUILDABLE: - - - - - - - - - - - - - - - - (TIE LINE) - - - - - - - - - - - MEAN HIGH WATER, EL, 5.0' WETLANDS EDGE AND Y -- ` ;< v WETLANDS EDGE AS DELINEATED EL. 4.0 . • ,- �r ,_ MEAN HIGH WATER O EXISTING DETACHED GARAGE: 479.1 SQ. FT. 2.6% '` /,' ,' ;' - =" BY SUFFOLK ENVIROMENTAL _ h • i` %'` EX. RIP RAP . C) CONSULTANTS, INC. ON s4. • • k. .;� ' -TOTAL LIVING SPACE: 1429.7 SQ. FT. 7.6% 120 CU. YD. 20 CU. YD. / � x � ` ` % , i ;' i - ,. a O FEBRUARY 14, 2012, JUNE 8, 2012 ' / Q�' r '4'4p a • T 4.2% 100 CU. YD. 60 CU. YD. _._ -__. - - - r • ATTACHED GARAGE 785.7 SQ. F Ex R �� ` ,/" • • • . W • •2•i=s,..• __- ..-�'�F'�,^«.•s,�;'>.-y,..�'-7.`"x:=1',.✓""^•,i . . r r t,ar COVERED PORCH: 909.6 SQ. FT. 4.9% 25 CU. YD. 15 CU. YD. _ i • . EX,RIP • -25' NON TURF . - CONCRETE IMPERVIOUS SURFACES: (137.0 SQ. FT.) (0,7%) • BUFFER - 0 0 • ` ZONE - • • r 25" NON TURF WOOD DOCK: (75.0 SQ. FT.) (0.4%) � AE (EL. 7) EXISTING - CONCRETE EX WAL - BUFFER - r - •� O d • _ %10 `. IMPERVIOUS r -- _ _ - _ r � � W • PATIO O EXISTING SEPTIC TO REMOVE: - - 75 CU. YD. 150 CU. YD. _ - 225 CU. YD. 115 CU. YD. Z+ _ _ ` - EX. FLAG POLE ' PROPOSED NEW SEPTIC: _ - ,sv: W ZONE oo - „f - -- - ,' C-I BUILD UP GRADE (SEPTIC): 130 CU. YD. X _ RM + -o LIMITS OF CLEARI G _ z 2 d- IMITS OF CLEARING 111011 H112114 EXISTING DRIVEWAY: 65 SQ. FT. " - 4 PROPOSED PERVIOUS DRIVEWAY 650 SQ, FT. - - �X � DRYWELL w/CATCH BASINS: � RO V AREA OF NEW FILL: 4650 SQ. FT, _Z AT 2" RAIN PER HOUR = 777 CU. FT. XISTING CONCRETE r + SWALE 777 CF X .2 (GRASS AREA) = 155 CF F� N ST OP AND CONCRETE U PROVIDE (1) 8'dia. X 4' DRYWELL TOTAL: 4,389.8 SQ. FT. 19.3% 505 CU. YD. 1485 CU. YD. SIDREMOVEDEWALK TO BE REMOVED ~ ,.. _ .. _ DRYWELL --- -'';i o .0 :-- - - -- ♦ `♦ ` 1 8'dia., 3'deep 52.1 WETLANDS EDGE AS DELINEATED • 1000-136-01-54 $CTM N o ;' ' '/ ;: : ,% ,;: DRYWELL - • _ �� ,; ; %'!;' ;'/, ,',,•'% ,.' / ,','';! ' / %�' ! / 8dia.,4dee ♦ BY SUFFOLK ENVIROMENTAL 1, i/' j ,'EXISTING SUNROO ! , , ' /' ' / i ` ` 1 ,, i:'p{,"),Pp ! ; ;' % ♦ CONSULTANTS, INC. ON 1 v► ,` DRYWELL ',. ' '', ' (TO REMOVE) E'P�Eb �M% ;' % ,.� � \ � __ „� FEBRUARY 14, 2012, JUNE 8, 2012 O f ' 8'dia. 3'dee ' ' i i' '" W •n p 42.3' o E CESSPOOLS 75' SETBACK-•_� % ,-. EXISTING CESSPOOLS TC7 U • FROM MHWM - _ '- '� 41 ' ►� BE`REMOVED`SND FILL] U- � MEETS AND BOUNDS BY. - _ _ 1 ;. SEQUENCE OF PROJECT: y 2 STY. FRAMED HOUSE ; :.% ,y: ' ;= o W 11�!lITH CLEAN SOIL PER► PECONIC SURVEYORS EX. FF EL. 10.4 -----_--{: �'/ 4. � \ SCHDS REQUIRMENTSI 1�- __ .�' 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS, HAYBALES,SIILT FENCING AS REQUIRED.RUNOFF y 15kW'PROPANE GENERATOR TO BE INSTALLED - RAISE TO FF EL. 12.4' . .1 ' 1 PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NJOT BEGIN UNTIL THE LOCATIONS L W/I�QOKUP AND AUTOMATIC SWITCH 1 .- _ , i - \ Cg . LIC 49 618 OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FMOM UTILITY COMPANIES THAT THE •(VERIFY SIZE/LOCATION) 1 rl1` `' ` /% 1 JOHN M ET Z G E R INSTALL PA1"FORM UNDER GENERATOR.TOP I AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET({F APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE OF PLATFORM T044ATCH TOP OF FOUNDATION PROPOSE i; = _ i ; i c x 765-5020 ] - OZ O LARGE AREAS TO FAR 1N ADVANCE OF CONSTRUCTION: DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS " /F--_-_--_--_-_ SCREENED i / ~ ' GRADE 1 GA Rb RAIL (631) r PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED �,5 AREAS WITH FENCING OR CTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES$TO PREVENT INJURY TO THE ROOT ' r%! ' ELL EL 7 6' i 1 Cn O SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEiMPOARY GRAVEL DRIVEWAY SHOULD BE �` _ U _ PORCH ;,�: INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 8' 3'dee E EXISTING HOUSE ;' OUTLINE I ; : ' 1..:. 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. ...... / ' / SURVEYED. = - CB - .- JCK- 1 - OIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO 3 5 _ . ANUARY 4 O 1 O PRESERVE THE ENVIROMENIAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR /�; '%;/,;/:%;';:`, 1 '''' , % i :!,, /''�% s-•`--- � , ..., , , ,. .._i - / 51 �,nTB A SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE 1 f / j ,% ' ' / I 1 DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT / ':/;'i';'+ PROPOSIaD END LOADER,PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. { ' _ t , I C EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG %', COVERED PCJRCH NTY OF ROOM FOR AWELL-DRAINING BACK FILL AND TO PR2tOVIDE ROOM FOR ALL WORK. '/' ' ' ' ' FOUNDATION HOLES TO GIVE PLE ' Y i / �( A.IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. ,'' / -41.7 ' GRADE.EL.7.6' ) / r , UST BE SLOPED OUTWARDS AT A 4F5 DEGREE ANGLE ABOVE 4 FEET OR l ! ',`' / %,/ ,, / ;%;' %.' ' / ` ' i ' 'moi SILTY SAND B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES M (5P) BROWN %' GRADE r- INSTALL SHORING. 2 EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WYHICH THE SLOPE 15 STABLE,USSUALLY HILLSIDE E f /;' . .'' _' m (SW) PALE BROWN FINE BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). _ _ r / ; ' ' - - 5.6 TO COURSE SAND / / �` ' %" /% ,, , / / ,' ! ; � � I , . ' a� v A).AN UNSHORED VERTICLECUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. _ _ / i „ CONTINUOUS 24" WIDE X 12' HIGH o to PROPOSED GARAGE",,"' ,," / /'; - I N PROPInERTY G , ',/, ';' 1 , k f.. E-. i : i ,._.__..._I ! i , ALO PR LIN 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN / i „ ' %! -',i;,'/'" l 0 (SW) WATER 1N PALE BROWN _4 TO COARSE SAND SPOUTS TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUT55 TO BE PIPED TO bRYWELLS AT THIS FF EL. 8.91 $T o FINE TIME.UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. /` - /✓' i`/ / ; , i __._:., _... W , SWALE ALONG ';',',;, ;%ii ,,; ,/ , �;'/i` ; 9D5� ` ._ .. i ; N E I' to (� I I , b BUILD GRADE UP I 13 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITFE.PITCH GRADE ALONG PERIMETER SLOPED GRADE ;'�-', ' / ',% ,!,!%, ` / %;F', ''� 'i'' i ° ; =;=- - Z o 5 i , ,' , __, � i � _ I I ONE WATER AT EL.2.0' (WHERE POS51BlE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROA6DWAYS.INSTALL CATCH BASINS WITH ! ,` ` '' ;' i' ' I AS INDICATED PER DESIGN EL, 7 a LD GRADE 4 .9 ;.. N ++ UPL DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREAA. % ; ,/%'/,•! i /';' // ;`;;' ;`` /, gUTAT HOUSE ; �• _j -..-.-- 9 0�� -` n x %' /'/ . /•� TEST HOLE BORING BY: / '/ % i .' / L ' ' ,%"r .I MIN. EL 9.Q' ..�,, -;_ � :__. . I -.._I N W 5% SLOP , 1 j �A CP 15.2 IMPERVIOUS COC.APRO i I ; ' `��` = GRADE AT MCDONALD GEOSCIENCE " u RETAINING ��' I ':PER: SCHDS REQUIREMENTS �� tn 8/11/2010 I � BURIED 250ga1.LP TANK TO WALL EL. 9.5 + TEST HOLE ( ' �/ ■ BE 10'FROM PROPERTY AND EL. 8 S IMPERVIOUS �I ALL BUILDINGS PER NYS CODE _. ._ .( l -- 6 - PROPOSED CONCRETE - - 7, -- - i - LP ; P ERV g ;_. 2 �/ . I O DR SWAY _ PROPOSED SEPTIC SYSTEM DETAIL tV ' Iik = I ' DRYWELL ul i 'dia..4'dee FINISHED GRADE FINISHED 9.5 MICE TOP EL.8.5' FINISH GRADE 10.0 u HOUSE FF ELEV.12.4' CATCH B / ELEV.9.D' ELEV.8.3'MIN. I I �... -- _�..._. � ,_ O [fir/l _ ;... Ns®fi•CC e.w. TOP EL.7.3' 1'MIN. •� w DRYIkELL 0 EX. 1 STY' I 0 � ZONE X :_!- 12.9' L 8 dla.,4' ee I F RM. GARAGE GRADE- , EL.7 ADD'lN5 E,S. 6"X12"fixe APPROVED PIPE rn EL.zv aortic. min.PITCH I/8"/I' LEACHING ' ELEV.7.8' LEACHING " �� -- EP APPROVED PIPE fi" VNUM POOL ' I EL. 8.3' - ! SEPTIC TANK min.PITCH 1/4„n, , POOL 2'•6" 3'CLEAN ��+ \ i` _ BUILD 12.5' 9.3' ' Q i ' I _.. GRADE UP7,7 �" 9 NOTES: Ns®fi•OC e.w. +'°" INV.EL. INV.EL 6.5' ^�SAND _ _ 1).MINIMUM SEPTIC TANK CAPACITIES IS 1200 GALLONS. 7.D' COLLAR t INDICATED DESIGN }.� ,A N4 DpWELf®12"OC I B �� i'�-�B' ��-'� ' ,,,, � ! .. . 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT ALL AROUND RADIALLY , V1V?I RUCTION DUMPSTER , -. .' ; ' ' N _ ` 5 N I A " 28 DAYS. DISTRIBUTION POOL OF BOT.EL.4.8' - i ` • + '--' i Z BOT.EL 4.0' - .. .'-. - - ' NEW GRADE AT 5% SLOPE ' .GRADE..... . SOLID MONOLITHIC TO BE ON SITE DURING �- ---- - ` :- - 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A SEPTIC TANK 6 POOL SYSTEM \ PER EM EL - BOTTOMCKNESS H OF E ALLWALLS,BOTTOMANDTOPSHALLCONTAIN CONSTRUCTION ON SITE DURING I SCHDS REQUIR ENT$; 8 3' I - _ , PORT-A-LAV TO BES , _ REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. I j „ I NEWJATER LINE EXISTING HIGH GROUNDWATER CONDITIONS (NOT TO SCALE) 4.ALL]DINTS SHALL BE SEALED 50 THAT THE TANK li WATERTIGHT. USE PERVIOUS r., QNI�,- SEASONAL HIGH WATER EL.2.72' EL. O.8 - - - _� •. �,.. 1 TO HOUSE�132' " } C T UnTI�N ,. ,.� �,"' ' i 0' V f/ �- -r �. .. r. *• SIE •�+ 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A (GROUND WATER ELEV,2.0') DRIVEWAY MAX.TOLERANCE OF+/-1/4")ON A MINIMUM X THICK BED OF COMPACTED SAND OR PEA GRAVEL. ` O f f 43 8 3 0 i E EXISTING; ,I ,I 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. EXISTING Q MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM UTILITY POLES FIRE HYDRANT CONTINUOUS 24 WIDE X 12 HIGH BERM WATER METER ALONG PROPERTY LINE AS SHOWN BUILDING WELLS(1) STORM SURFACE LEACHING POOLS WATER NOTES: FROM THE CELLAR SLAB PROPERTY LINES(3) LEACHING POOLSDRAINS PUBLIC PRIVATE WATER(2) �POOLG 1).MINIMUM LEACHING SYSTEM 15 6 POOLS:2'DEEP,B'DIA. NEAREST PART OF I`{' DRAWN: MH/MS 2).LEACHING). ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE SEPTIC TANKS 10` 5' S' 10' 8' 20 175' 75' 75' 20' 1 w{� (OR EQUAL), v P• SCALE: 4"=1'-0' 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). LEACHING POOLS 10' 10' 5' 10' 8' 20' 200' 1001150' 100' 20' SITE PLAN 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE EXCESS F t LL FROM EXCAVATION j��� JOB RTHANEXISTING TO BE SHIPPED OFF SITE T1K Ju SHEET NUMBER: AK ST' RE ET MAINTAINED. LEACHING POOL 10' 10' 5' 10' 8' 20' 2D0 NO CLOSE 20' U ���� ADDITION POOL OR Itl0' 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL SCALE• 1" - 10'-0' 2 BE MAINTAINED. 1 (PUBLIC WATER IN STREET) 3 S- 1 REVISIONS: WATER SUPPLY D`'F LINE TO HOUSE _- 52 DRAIN VALVE —0 - - (CONNECT TO „ „ „ „ DRAIN PIPE) 0� 7'—91/z 7'_ 9 -0” 8'—1 8 —11 z 9 —31/2” 1 —0 , I --- iK-- --•-------------------- --�-------'---------- -'-------------------- ----------------- -- --�- ---------------�-- --�---------------------�-- --, CD _ SHUT OFF _' (3)2X8 ACQ_ GIRDER ' _ ' _ 3 2X8 AC//A'�GIRDER__ _ 3-2X8_ACQGI_RDEp' 3 2X8 ACQ_ GIRDER _' _ 3 2X8 ACQ GIRDER _3 2X8 ACQ GIRDER ' T T -_____________I_ _I______.________S_S____I_ _I__________________C -- _C____________-____3_ 3__________-_-________3 _ _________________ _______-______ _____________ ____________-______ _____-______________ I I I I I = VALVE ,� -,--------------- -;- - -T- , __ 1 -;----,- __ -,------ , __ __ , - --_ -_—___ MAIN WATER LINE II 1 , I 12"dia.CONC.PIER 24"X24"X12"CONC.FTG. T BELOW GRADE IF VII NEW SLAB HEIGHT ® _ -.; °O t� p � LEDGER BOARD TO BE FASTENDED ` — „ I TO BUILDING WITH TIM BERLOKr� I EXISTINC.,FOUNDATION 5'—6 SELF-COUNTERSINKING SCREWS TO BE REMOVED BY OLYMPIC MANUFACTURING, #5 ' I REBAR @ "OC , ----8X1fiVENT-- , (2 SCREWS '--------------------------- I ANDA FTG. _ -- - -------- - --- -+� �J { _ D D ' yyyCCC--Y� iii I----^-----.. I I (,_..,.._ ,.,_=` i {:' o. o. a D - d - �-- •- d D --d ' . ,<, ------- a c r =.I I=:= I n 1 • _ _ - -Paan-t-FOVNDA-ITaN- - -• , I i f i�_.-.:»-'_...:_-. :_ _ _. __•._ _r-__ -'t- _ TT'T' _. 'L L' T''(�._ 'T'j'T T-'( 'I ����-��'(T(�' ��'�.'( r T 7'T 7�', f' L_1_�Y- I ....._..-..._._.t , I'!..._-:__-..-I_1 .1.:L1=T.- _ 0 .._._._ -- - INSTALLTAENCH DPAIN �C L� TOP OF WALL TO _ _ Q -- _ AROUND PERIMETER Of " MATCH HOUSE —_ BASEMENT CONNECT T #5 REBAR 12 OC ------ AND I — -- ELEVATE MECHANICALS o 1 j ( ' _._._- —._ I TD DRAW PIPEti EQ. AND AT FTG. ° ABOVE SLAB--2'+/ 1 { � i � �--__.----_.._.-. 3 i { !_ .._� i •1'nos PIPE ( ! SUMP 1 '• I INSTALIL AS PM , , O MFCIL TRUCTI NS if IN5T0.LUCTION, I 1 I REMOVE EXISTING CONCRETE REMOVE 6 1"LOCAr EX. CRAWEL SPACE ; D ; ':� ; O-, W a _- 00 SLAB THROUGHOUT.BUILD UP HEIGHT E . FURNACE(VIF) } (DIRT FLOOR) ! -= I LOCATION TO NE o BY 2 WITH CLEAN FILL.RE-POUR , -..-___. VERIfIED IN FIELD ' i 1 u � -- ------ NEW 4 THICK SLAB PICAL I 0 _ ---- - , (TYPICAL) ) WITH PERIMETER DRAIN AND EX. BASEMENT H o 1 12'dia.CONC.PIER WAVE SOLUTIONS DEHUMIDIFIER (T HIGH BLOCK] ' Q `�4"X24"X12"CONC.FTG. REMOVE EiC15fING � ED 1-888.967-9283 www.wavehomesolutions.com - Q CHIMNEY T BELOW GRADE — - -- _._...----------I -- ', ` DIRECT VENT ' . • ' , ' '.E VL' XISII I1 GASFURNACE - I +- " u A --- -- ... - - . . .._._ . __... c I {, L I I �f F4Fi� ACE -------- ---- - R OVE EXISTING _ ' "" A O FUEL TANK ; ; EX.SEPTIC. - �► ° 1 III I r. 00 t ' - - I L (TO BE RELut=AT i D,. 1.3/4X9-1/2 ML w/ 1 1/2"STEEL PLATE GIRDER I L 2 1-3/4X9-1/2 ML w/r1 1/2"STEEL PLATE GIRDER . MOON TO VERIFY . p i EXI57 INCA CONCRETE I , . FIREPLACE IN FIELD J ^' - 1 L � � � � STOOP TO E)E REML`�VED •• ' N T �X4X1/4 TUBE STEEL COLUMNS , Q I I ' c 1 1111 x 1 •------------- 1 / i ' l 1 fill xt LJ w ' I " 1 ;' I :111 �1 _ O 8'•0"X4'-0"X12"CONC.FTG. I , I l� h I n n �"I O r , ° I /,YS REBA�t®12"OC I X m ' _._.----,-- ...--- -.----._-_-._. __... .. _-___,.___._ " SCREEN-IN I /' 1 ,111 0l I " _ 1 1 1 1 �' I O i ' I 1111 N ' ' ' ' IT I ALL CONCRETE FOOTINGS " 4 ' J ' , •h iX7 '2X6 ACQ/ nn -I U� 0 N - 03 �_ 1-3/4X9-1 ML w/ 2 1/2"STEEL LATE GIRDER 1 __ ^ 5 Li 1 TO REST ON UNDISTURBED _...__ _._____.__._____ _. _,_._.. _ PORCH , ®fib„oC 1111 p O E 'L +� ~~ W.SY'w c i :.0 w,ri 10r :+::s:w iXl::i::e. �. O 1 ' [�I I 1111 0 1 ig PROVIDE ALTERNATIVE PRICE t- ------I------- -�----- SOIL(95%) I I'--” �XTa5itT4 TL7691TEEL cbLUFnR FOR GEOTHERMAL HEATINIC, ' ____' 4'-6'X4'-6^xI ^CONC.FTG. AND COOLING SYSTEM.PROVIDE rN -" w/(5),NS REBARe.w. 1 1 I , a ' •__ __ ' SPARE CIRCULARY MOTOR 7'—2 t 1 I t I ' ' "" ' SOLAR PANEL GRID TIE SYSTEM v `------ "-----' ` iir -- 1 I II 1 R I 1 1111 TO BE INSTALLED(VIF).TIE[IN ' i U CONNECTION WITH GENERATOR +� +- -���- - NOTE: WITH AUTO TRANSFER SWITCH - \ N EXISTING 7' FOUNDATION SLAB TO BE �' EXISTING WATER PUMP TO CRAWL SPACE -Q 3 —0 1 — m BE RECONNECTED FOR 4'-0" ELEVATED TO MATCH NEW FOUNDATION ° - �I OUTSIDE IRRIGATION USE ' _ � � CLOSE OFF OPENING D j ' � 1 GEOTHERMAL(PROPANE BACKUP) min.36"X24" 11 ' SLAB (WALL HEIGHT AT 5) VIF —6 (CLOSED LOOP SYSTEM) UTILITIES ALLOW pp 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 91/2 ML -- - 1 I p [~ I � , — ! I I I O 1 Ib GARAGE ° a #5 REBAR @12"OC _... --,__-.._._ r - LEDGER BOARD TO BE FASTENIDED AND AT FTG. I I N TO BUILDING WITH TIMBERLOK® v v EX15"IiNG BILCO r - - - - I SELF-COUNTERSINKING SCREWS ° 'VERIFY FOUNDATION ' ° ` TO BE REMOVED `' I _.______.._i ; � °' BY OLYMPIC MANUFACTURIANG .� , � , HEIGHT IN FIELD. i i C O , , }_.,.-9"X16"BLOCK PJER WI (2 SCREWS 32"O.C. o ' ' U o , •4_�PX3T'X LZ.$O<�1C.FTG. --- ---- ---- -- - @- ---- D +_ 2X8 AC PLATE --- I I , L DEI POST ABOVE + a CRAWL SPACE '; -,- ' - o •-..p a D a . D -. , . ---------------------- LL --------------LL ^ I I VERIFY HEIGHT IN FIELD 1 Gii 17 S-4" I SLAB TO BE FLUSH w/LNDG. 2,3'—1 1/2" ( - - - 3�/2 1,3'-0" 10'-0" I 1 i ° NO I I•_-C--! +10 4 1 I I + I WOOD --'t_- o _ __._____� _._ _____.__. _. ._ _____y- {___._______.__._..._ _.. _.._ ._._._.. -._ .. _.__._ ..-y __._ DDI COMPACTED FILL " -, v`, l,y 4 '� • p d .D • v C • D • 1 D c • D 4 D -• - v O • p . p IV, -. ' STAIR VERIFY FOUNDATION BASEENT -- - --------_ ._._.____.-.. -.- ..----. _.._ _____., _ HEIGHT IN FIELD. rv-, 8'—,31/2 • E0W STAIR TO I ST FLOOR ; . i_XIi ING FOUNDATION __ ____ _ - 4 o G TO BE REMOVED o D 4 D � 0 WEST WALL 14 I - 1 .1o n . : r {WAR 1 7 2014 � da o 26'-81/2" 5' 11 1/z" 1 2 3'—0" a* � F U ` O m I ± • CO BLDG.DEPT. ° TOWN OF SOUTHOLD �c 01" � W V B a Bf RAISE FOUNDATIO t�4 Cl +0 v + 16"-2411 }�^uy1 O V" t6 L Irn 5 u V 7 ' Q1 11] u D 1).GRADE HEIGHTS TO BE RAISED FOR NEW SEPTIC SYSTEM.REVIEW SITE PLAN 5). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. tz tz cn AND VERIFY IN FIELD PRIOR TO CONSTUCTION.PROTECT EXISTING INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING °O v -Q GARAGE - �" ' ; i WALLS FROM CONTACT WITH SOIL. WALLS.NEW COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE O W ?� ° PITCH SLAB (TYP.) REST OF THE SLAB. 14 00 ° I 2).B"THICK POURED CONCRETE FOUNDATION,3000 psi..GC AND MASON TO ' I VERIFY\WALL AND NEW GRADE HEIGHTS PRIOR TO CONSTRUCTION.GARAGE 6).PROVIDE ACQ SILL PLATES(MATCH EXISTING).SILL PLATES TOP OF WALL HEIGHT TO BE AT 8"ABOVE FINAL GRADE.VERIFY IN FIELD. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR EXTERIOP OF FOUNDATIONS ARE TO BE DAMPPROOFED N.Y.S.RESIDENTIAL FIBERGLASS SILL GASKET. o ; ; CODE WIITH A BITUMINOUS COATING. 3).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY FOOTING. FOOTINGS 7).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/i 1'-0"OF CORNERS, W I I I TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A � I p UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"iMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO H 8E ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. V � ° i 1 I 4). EXISTING CRAWLSPACE WITH DIRT FLOOR AND NEV)CRAWL SPACES TO HAVE O 2"CONC.SLAB. 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ♦� BLOCKING AT 8'-0"O.C.AND MIDSPAN. ,a v 9).INSTALL SMOKE AND CO DETECTOE PER NYS CODE. , I I I , a I I I � D • 4 D • . v o • p • Q D • - _ � o • D 4 D - v 4 • D Q D a eN 141 9 _323'-41/2„ PROJECT NORTH FOUNDATION PLAN SCALE: 1/4" = 1' a 34'-0" ` D r i i�Y �� �• �`.�if•k'Ife11'..�I DRAWN: MH/MS SCALE: 1/4"=1'-0 ' JOB#: Foe Much T 2014 NUAM1440 SHEET NUMBER: A�5 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINIGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNER'S FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: LOCATION: AREA: LOT COVERAGE: FILL REMOVE: FILL ADD: EAST CREEK PROPERTY (TO TIE LINE): (20,014 SQ. FT.) (0.46 ACRES) - E U G E N E S C R E E K BUILDABLE TO FLAGGED WETLANDS- 18,752.3 0.43 ACRES - - EXISTING HOUSE.• 1,096.9 SQ. FT. S 43020'15" UCIEXISTING PORCH/STOOP.• 69.6 SQ. FT. _ __ _ _ PROPOSED: �� - - - - - - - - - - - - - ..._ _----.__ -___._- -- - - _ ._- - - --- - - - - - --____.____ .MEAN HIGH WATER BUILDABLE: ,' (TIE LINE) - !' %/ '` EL. 5.0' WETLANDS EDGE AND - EL. 4.0' - . • . • -� v WETLANDS EDGE AS DELINEATED o !/ ;% c MEAN HIGH WATER p r - - ACHED GARAGE: 479.1 SQ. FT. 2.6 fo - - /' '' /' BY SUFFOLK ENVIROMENTAL r r,..� :;c> EXISTING DET EX. RIP RAP n ' CONSULTANTS, INC. ON - • • - �X ., TOTAL LIVING SPACE: 1514.4 SQ. FT. 8.1 /0 120 CU. YD. 20 CU. YD. Q R o /` ,' ;' ,: • O FEBRUARY 14, 2012, JUNE 8, 2012 - 7`QQ�' qp • 4.2% 100 CU. YD. 60 CU. YD. ATTACHED GARAGE 785.7 SQ. FT. i k '�'-`'� � •._ ;* ,.- .,--- - -- REVISIONS: ROOFING: GAF TIMBERLINE LIFETIME ULTRA FOX HOLLOW GRAY FASCIA: 1X8 VERSATEX RAKES: IX8 VERSATEX SOFFIT: IX4 T&G E&CB VERSATEX 4- BANDING: VERSATEX HARD EDGE T SIDING: NOTCHED PANEL JH 70-10 LIGHT MIST GRAY CORNER BOARDS, 5/06 VERSATEX --- - EXTERIOR CASING: 5/4X4 VERSATEX BUILT OUT GABLE: 1X6 T&G VJ VERSATEX GABLE BRACKETS FYPON BKTIIX16(OR APPROVED EQUAL) _�__.� —M;. _...w PORCH DECKING:_._ 5/4X4 MAHOGANY - — �_-� — -- --- ��-- - — PORCH COLUMNS: 10X10 HB&G FIBERGLASS SQUARE PORCH CEILING: TIMBERTEC RAILING: H RADIANCE RAILING Cn WHITE Z O LATTICE: WHITE VINYL,FRAMED WITH VERSATEX M� F- -� ,r > 1 _ CHIMNEY: RIVER ROCK STONE W r �- % I� - s + CHIMNEY CAP: BLUESTONE x r__` . T` a Cn IMF-- - - o ad 00 1 oil Ing I I up - - - - - - �. - - - - l = I RAISE FOUNDATION PROPOSED NORTH ELEVATION W o � J SCALE: 1/4" = 1' o C14 aj 0 C, 0 ell k f 00 co •cam 00 C .�- V EXI STING NORTH ELEVATION SCALE: 1/4" = 1' ` " Zr` ':''`- 'moo �•, �� �� DRAWN: MH/MS r SCALE: 1/4"=1'-0" JOB#: December 04,2013 F7 SHEET NUMBER: HITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE! AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A� l PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCLARIFT C MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DDELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEEITROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, 1 111"'ANDMINT REVISIONS: ROOFING: GAF TIMBERLINE LIFETIME ULTRA FOX HOLLOW GRAY FASCIA: 1X8 VERSATEX RAKES: 1X8 VERSATEX SOFFIT: 1X4 T&G E&CB VERSATEX BANDING: VERSATEX HARDIE SHINGLE STAIGHT EDGE SIDING: NOTCHED PANEL JH 70-10 LIGHT MIST GRAY CORNER BOARDS: 5/4X6 VERSATEX �l EXTERIOR CASING: 5/4X4 VERSATEX BUILT OUT GABLE: 1X6 T&G VI VERSATEX fes. JGABLE BRACKETS FYPON BKTIIX16(OR APPROVED EQUAL) PORCH DECKING: 5/4X4 MAHOGANY PORCH COLUMNS: 10X10 HB&G FIBERGLASS SQUARE PORCH CEILING: TIMBERTEC CE RAILING RAILING 4 _ WHITE : H RADIAN LATTICE: WHITE VINYL,FRAMED WITH VERSATEX "� ~ CHIMNEY E --_- ---- 1`"s --—_---- -- "�- -- RIV R ROCK STONE -- —'"` v — —�-- -� I<` µ CHIMNEY CAP: BLUESTONE W _ W _� - __ CN _ NO � a L 00 r _ l - RAISE FOUNDATION 16"-24" .. ^i C> > <> � O PROPOSED WEST ELEVATION _� oz C) SCALE: 1/4" = V p u w 0 t+] O O rJ4 U - - - - - - - - - - - - - - - - - - - - - - - - - - - u - - --�_ ____ _�_. ,,.. - `_ .._�_.� '-�_� ___.....,,,-:Y-" .--�-;s-�__ � •mom..'c� � 00._r ----- __ -- © —— _- ILD o00 _J _.T,---i EXISTING WEST ELEVATION a SCALE: 1/4" = 1' y All- DRAWN: MH/MS f" r SCALE: 1l4"=V-01• JOB#: �k December 04,2013 SHEET NUMBER: CONTRACTOR SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS,ITHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRALTO L Y R SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOER APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�2 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FO]R DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SSHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ROOFING: GAF TIMBERLINE LIFETIME ULTRA FOX HOLLOW GRAY FASCIA: IX8 VERSATEX RAKES: lX8 VERSATEX SOFFIT: IX4 T&G E&CB VERSATEX BANDING- VERSATEX HARDIE SHINGLE STAIGHT EDGE SIDING: NOTCHED PANEL JH 70-10 LIGHT MIST GRAY CORNER BOARDS: 5/4X6 VERSATEX EXTERIOR CASING: 5/4X4 VERSATEX BUILT OUT GABLE: IX6 T&G VJ VERSATEX GABLE BRACKETS FYPON BKTIIX16(OR APPROVED EQUAL) PORCH DECKING: 5/4X4 MAHOGANY PORCH COLUMNS: 10XI0 HB&G FIBERGLASS SQUARE PORCH CEILING: RAILING: TIMBERTECH RADIANCE RAILING WHITE LATTICE: WHITE VINYL,FRAMED WITH VERSATEX CHIMNEY: RIVER ROCK STONE CHIMNEY CAP: BLUESTONE 17 T 0 TT _00 I V TIT Ir T - I L I I- - Q H r T 0 L FH I I 00 00 0% 0 <', RAISE FOUNDATION A% 1611-24" Q, > O r C PROPOSED SOUTH ELEVATION +.j C) U SCALE: 1/4" = V inl- ;Z 7� !r-C T -R C) CIS Ir :]c P-4 to .......... FTI 0 EXISTING SOUTH ELEVATION SCALE: 1/4" = V 'I DRAWN: MH MS W 1 11 YF SC SCALE: L . 1/4"=1-0 JOB#: December 04,2013 SHEET NUMBER: A-3 BETWEEN THE DRAWINGS, THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FO APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FCOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. Alill'14ANDMEN't REVISIONS: ROOFING: GAF TIMBERLINE LIFETIME ULTRA FOX HOLLOW GRAY FASCIA: IX8 VERSATEX RAKES: lX8 VERSATEX SOFFIT: 1X4 T&G E&CB VERSATEX BANDING: VERSATEX HARDIE SHINGLE STAIGHT EDGE SIDING: NOTCHED PANEL JH 70.10 LIGHT MIST GRAY r - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- - — - — - — - - — CORNER BOARDS: 5/4X6 VERSATEX EXTERIOR CASING: 5/4X4 VERSATEX � ;- BUILT OUT GABLE: 1X6 T&G VJ VERSATEX )� GABLE BRACKETS FYPON BKTIIX16(OR APPROVED EQUAL) PORCH DECKING: 5/4X4 MAHOGANY PORCH COLUMNS: 10X10 HB&G FIBERGLASS SQUARE PORCH CEILING: RAILING TIMBERTECH RADIANCE RAILING WHITE Z Z LATTICE. WHITE VINYL,FRAMED WITH VERSATEX CHIMNEY. RIVER ROCK STONE Fl CHIMNEY CAP: BLUESTONE -- 614___ + Li 00 01 88 _I �_ ._ 00 Lff.- -h---1 - - - - -- - - - _ - I _ l.. -- ..�_ ._t. r • w RAISE FOUNDATION 16"-24„ L/] Q � � U PROPOSED EAST ELEVATION o SCALE: 1/4" = 1' U 0 � o m10 Wu o w 00 o r-4, - L_1 - - - - - - - - - - - - - _ --. _ — _ — _ - - - - - - - - - - - � -.-.-. -- - -- - �C J - - ._ L= ILO El _---..._.. -_-------------- - tJ� ..:Jt_�����T Tyy 7 -777 EXI STING EAST ELEVATION ` P , m; SCALE: 1/4" = 1' <: DRAWN: MH/MS SCALE: 114"=1'-0" aEf, JOB#: December 04,2013 SHEET NUMBER: INSPECTIONS A 4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGSS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS F(OR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENTI MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FFOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR 70 INSULATING AND)SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM REVISIONS: WATER SUPPLY D r_.___-.... _....__---___; LINE TO HOUSE �� I� „DRAIN VALVE 52 -0 I 1 (CONNECT TO0 T-91/z" 7' 10" 9'-0" 8'-1" 8'-11/2" 9'-31/2" 1'-0" DRAIN PIPE) I ! l --- -------------- ---------------- ---- ----------------- - -------------- ---- --------------------------- - SHUT OFF ;; (3)2X8 ACQ GIRDER ; _;= - lel 2X8.ACQ GIRDER._._ __ _-_G312X8_ACQ,C�IRDEF� - _- - (3)2X8 ACQ GIRDER._-; _- -; _ (3)2X8 ACQ GIRDER _ _ - -- (3)2X8 ACQ GIRDER - - ^1 1 =_ .C=-------=----=---- ------ ------ _1= -- =1 -_ - ----=x=S= -=1= -- =1=-== --_--- ---=L - =C= ---- -__------ =__ -- --------- VALVE MAIN WATER LINE *-�-� `-----' `--- 12"dia"CONIC. FICK - 24"X24"XI2"CONC.FTG. 3'BELOW GRADE VIF I ��� o ' 0 1 �tiJ , I -0 NEW SLAB HEIGHT 0 'CO v/ I D LEDGER BOARD TO BE FASTENDED FT o e p d p a d v p 5'- 6„ 1 TO BUILDING WITH TIMBERLOK& 1 EXISTING FOUNDATION - _ SELF-COUNTERSINKING SCREWS ; TO BE REMOVED _ —___ - -------- ---- TBY OLYMPIC MANUFACTURING #5 - -_8x16-VENT-_-_ (2 SCREWS ---- -- --- -- ------------- ---------f --------------------- ------ CIO - I BA 'O ANDA FTG. - --- - ----I �' --- Q. e p e - � o-- f -r- e- D-- e • � .v . . --- ___I 1 ., IrTf ! iITTrT] f (��3�...S..y=L'� TTT7 _ . _ _ TOP OF WALL TO'NSTALL TRENCH DRAINMASEENCONN -_ II ! 1 MATCH HOUSECASEMENT.CO NNECT ! 0 1 #5 REBAR®12 OC 1 TO tlRAN PIPE AS REQ. I + AND AT FTG. ELEVATE MECHANICALS I '� 1 Flassial - 4 ` ABOVE SLAB- 2'+/- ' ' j —-- I • 'ApS PI t I I • I I I P " INSTALL AS PER , I 1 I • MFDR.VbRITTEN t I 1 1 f I ) I INSTRUCTIONS I • 1 I O REMOVE EXISTING CONCRETE EX" CRAWELSPACE n 1 REMCJVE l REOCAT I I F�1 00 SLAB THROUGHOUT.BUILD UP HEIGHT EX. FURNACE(1•kk) (DIRT FLOOR) VERSFIEDIN FIELD 1 !+ \ '� 1 BY 2 WITH CLEAN FILL.RE POUR a Z _ LOCATION TO BE I 0 , i I 1 i _ NEW 4 THICK SLAB (TYPICAL) '— _•_ y ��I —�I��._.V-;��.. �I E-- , , , WITH PERIMETER DRAIN AND EX. BASEMENT , , I o , ' 1 12"dia.CONIC.PIER WAVE SOLUTIONS DEHUMIDIFIER (THIGH BLOCK) ._ ' 4 rk -N--REMOVE EXISTING , � ,�4 X24"X12"CONC.FTG. Q , 13 1-888-967-9283 www.wavehomesolutions.com - r 3'BELOW GRADE _ 'l. .. , i I I I --' ' I DIRECT VENT CHIMNEY . �j I E VE XISTI GAS FURNACE ----'------. _-_.._-__-_ _-----------_--� 1 -------- IE ----•- r^+--• V1 ,�J" I I 1 "un A REP ACE .-----------, -' RI OVE EXISTING ' FUEL TANK ; ; EX.SEPTI - -► ' ! I ` i I � I 5 I ` 1111 1 �ai v I ' •Z 1.3/4X9-1/2 ML W/ 1 1 2"STEEL PLATE GIRDER 1 1 2 1-3/4X9-1 2 ML w//1 1/2"STEEL PLATE GIRDER "� r MASON E I VERIFY , Inl 1 err + ,. .5.� . .� . . . ass . . �� i . . . EXISTING CONCRE`fE • FIREPLACE IN FIELD ' 1 IIII W 1 - f STOOP TO BE REMOVED 1 ' ' ¢X4X1/4 TUBE STEEL COLUMNS q /$ ' ' ' B'•o"X4'•0"X12"CONC.FTG. r r_ 4u 1 1 I �I ' I nu >1 " c- 1 4 I. + , 1 w/#5REBA @12'OC X >: a I 1 1 I w yy���-��1 O O 1 i t 1 1 1 1 ' --------' -------- --- ; , b SCREEN-IN wIY 1 IIII Nt O a ^� � , ALL CONCRETEFOOTINGS , 1 '2X6 ACQ/ "" n' CN 00 1-3/4X9 1 ML w/ 2 1/2'STEEL LATE GIRDER' LL 1 PORCH , 1 nu ;q `- '- -___l*r�)------1c�____��---p--y_,IP,_----P--q9 -- TORESTONUNDISTURBED L__._..-.---------_.____ _- --- --- , @16°oC O N ' ' a.'i.� 'AIa YwaaaiY'wi:ii�::101�.'w'w�:iwlld:rM. . , /, PROVIDE ALTERNATIVE PRICE I - ----- - -- -1------- M. "---- 1 SOIL(95%) 111 301 4T�4lr4 fit113E�1"E'1`L CbC1.1rv1R- r c. 1 1'II m1 FOR GEOTHERMAL HEATING N _ _ .` -___; 4'-6^X4'-6"Xt "CONC.FTG. ---------- - -- `- 0 ' , 1 nn ' AND COOLING SYSTEM.PROVIDE - w (5)'#5 REBAR e.w. ; D 'rh i .-IN - '1 SPARE CIRCULARY MOTOR 7'-2" 1 I I I I ' III 1 1 0 , •------ ------' •----------- + !n - ..._• 1 I 1 SOLAR PANEL GRID TIE SYSTEM ; o ; r " TO BE INSTALLED(VIF).TIE IN CONNECTION WITH GENERATOR . I y WITH AUTO TRANSFER SWITCH ry Q 13 -0 1It - NOTE: a a r � EXISTING WATER PUMP TO CRAWL SPACE EXISTING 7' FOUNDATION SLAB TO BE ^I I BE RECONNECTED FOR M 4'-0" ELEVATED TO MATCH NEW FOUNDATION flU751DE IRRIGATION USE 1 ' ' 4 ' N I I �y� E , , ALLOW min..36"X24 b , •'� 1 , , I , `•'r /2X6 ACO Dl 8116"bC 1 SLAB ALL HEIGHT AT 5 VIF " GEOTHERMAL(PROPANE BACKUP) (WALL � —6 (CLOSED LOOP SYSTEM) UTILITIES i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ i I ' 2 9-1/2 ML r 1 � 1 N II I 4 - I I f ! I 4 ' ' O ED GARAGE ' 4.rVA1 AND AT FTG. " ; -' d N TO BUILDING WITOH TIMBER OBE DKS) ! 1 5 REBAR @12 OC r:E LEDGER BOARD N, e L'X1.57ING BILCO r - --- ---1 1 I � SELF-COUNTERSINKING SCREWS ° VERIFY FOUNDATION ' ' I 4 I ! ' TO BE REMOVED"-- I I ' + _ d% • I _--__.-_.-. ,r) BY OLYMPIC MANUFACTURING rfjOCKPIERW/ HEIGHT IN FIELD.a ,�� r (2 SCREWS @ 32"O.C.) ' 2X8 AC PLATE `I""�I rl._Sav`X32"X11"_ ONC.FTG. r-- _- - --- ---_ - - -- p -------�--------`----- LO •---- -'- ' rrI Q [•_ / i+L DE4 POST ABOVE v .^� CRAWL SPACE - - - '-; d o O a, U 7= --- -'-- ----------'----------'-_.._-_._-- a___..----•"---•------------•- I,y i I VERIFY HEIGHT IN FIELD ' , s ` ' ,' „ ' ' , , 3'-4" ' SLAB TO BE FLUSH w/LNDG. 23'-101/2" ` - -_"'5 —31/z 13'-0" 10 -0" WOOD ---` - - - :-- -4 --- - -- -- - ----.--------......-.. -I--- I ° FILL STAIR = n. V', 'a v . n . a P . . . o v - A IP v . v - a n . . . o . n a Ip - . COMPACTED I` • -_._-_- ----__.-----_------ ----_.,_1_ -_ ------�__-__.._--_- ---.--- -�---- -_,._, � I ` VERIFY FOUNDATION 'f� �I �,--' r _ HEIGHT IN FIELD. 00 *- --� - BA5E E 6! a 2r 10z 4 1 � I 61 ! N. 11 — 1/ 10 —11 1 —0 8'-31/2" 1 — c1 STAIR TO 1 ST. FLOOR __ _. _ __ v f . i EXISTING FOUNDAI ION ; � � 0 n ! TO BE REMOVED a 4 v 1 WEST WALL 1 1 26'-81/2" 5'-111/z" r 23'-0" Cal o • i O m [- 1 I T 2 I D a i v B RAISE FOUNDATION o f I + 00 . 16"-2411 t�O z , \y ! Cn I I ' • I � .j Lam. W1 ' D6 Lal U ,[ ' 1).GRADE HEIGHTfS TO BE RAISED FOR NEW SEPTIC SYSTEM.REVIEW SITE PLAN 5).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL ;fl U1 ' _ AND VERIFY IN FIELD PRIOR TO CONSTUCTION.PROTECT EXISTING INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING � y "� GARAGE ^N N G WALLS FROM CONTACT WITH SOIL. WALLS.NEW COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE D W 4 PITCH SLAB (TYP.) 00 REST OF THE SLAB. 2 00 4 1 2).8"THICK POURED CONCRETE FOUNDATION,3000 psi..GC AND MASON TO r` VERIFY WALL AIND NEW GRADE HEIGHTS PRIOR TO CONSTRUCTION.GARAGE 6).PROVIDE ACQ SILL PLATES(MATCH EXISTING).SILL PLATES ^� I •- ' N TOP OF WALL HEIGHT TO BE AT 8"ABOVE FINAL GRADE.VERIFY IN FIELD. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR EXTERIOR OF FIOUNDATIONS ARE TO BE DAMPPROOFED N.Y.S.RESIDENTIAL FIBERGLASS SILL GASKET, CODE WITH A BITUMINOUS COATING. 0 r^ 3}.FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS 7).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, � I ! I 70 HAVE 2-#S5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A I I p UNDISTURBED 1 SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO r BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. V 4).EXISTING CRAWVLSPACE WITH DIRT FLOOR AND NEW CRAWL SPACES TO HAVE O 4 + 2"CONIC.SLABJ. 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE U) U) BLOCKING AT 8'-0"O.C.AND MIDSPAN. �1 � ! I 9).INSTALL SMOKE AND CO DETECTOE PER NYS CODE. 7 I i I p 4 P t r v a ► p V . r . v e 9 D a 4 . r v a Q 4 S 41g°-3„-_----__. ------ - _-/2 --- ---____----___ ____.-------- - PROJECT NORTH FOUNDATION PLAN.adE23 4 �� � � Cis)x N SCALE: 1/4 = 1 34'-0” D . F DRAWN: MH/MS SCALE: 114"=1'-0,1 :.�,��•,,p<; r JOB#: December 04,2013 SHEET NUMBER: = L A-5 - IES BETWEEN THE DRAWINGS,TH•iE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR)APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER CT PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT SITE, ANY DISCREPANCIES BUILDING MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR l DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHIEETRbCKiNG AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. A M IN 1)H I"A N T REVISIONS: 47'-6" 10'-0„ 10 %PULL©UT/,// c f�,.a 11'-9" 9>-3" www FA—UP, 10 e _-_. I I 2 1-3/4X9.1/4 ML'vJ 1 1/2"STEEL PLATE GIRDER 2j 1.3/4X9.1/4 Ml y✓/, (2)1-3/4X9.1/4 ML w/(t)1/2"STEEL PLATE GIRDER (2) 1-3/4X9-1/4 ML w/ • ■ (1)1/2"STEEL PLATE GIRbER ' (1)1/2"STEEL PLATE GIRDER 40000'10X10 FG COLUMN ' FLIPPER DOOR SLIDES w w/6X6 ACQ POST m i m / w D I I 2' ' ■2 �Q� �p ®� • 'C14�po I - (3) _X7-1/4 ML_ BF4M vMAHOGANY DECKING COVERED PORCH130 ;nI --------- pp _ ,NoL% TIMBERTECH RADIANCE RAILINGr, $ t o O tX ! C, en ^ \� I ' ♦♦ ♦�S7�Ir ,111/ x IN i t n t�,1♦ ♦ 1 3 ♦ ♦ ■ri y N I0 Mao (V I a e • • IV 0 11 ' ', ♦� ' 1 N0X18X Q� e o o • �J �+- ■ (3) -3/4X9-1/2 ML HEADER (3)9.1t2;ML HDR. (2)1-3/4X9-1/2 ML w/1/2"STEEL PLATE HEADER )2X1 DF#2 00001 �- I � W I I 4 1 ; I00 261-3" Na 12.4 o ; ; _ -- i I------ i x z N W w MASTER BEDROOM N ; ; ; I E N x WEST WALL BUILT INS _ -_ __ _ — �, L-___ N m O II--.J J L. I^ \ _ _LuF I 1 ilf LIVING R06M Off) I a. ! = I 2X6 DF#2 .,*, : � A D>1 ..._ B0�7fD 816"OC -� 3�1� UB35TEFL I i ) ��3/ 7C�CC wSTEEL FLIT TE FLUS BEAM --- - - - - ■ . . . . . . . ■ ■ . __ FEABtCIa_�L4.tk1C2uC-_ VERIFY WITH OWNER AND MANUFACTURER -' '- - --- 7-LT -' (AVT,:W12X96 STEM1 EAM) „•, .., of • (WALL TO EXTEND OUT TO CHAIR AND TRACK) -._ _ _ _ _ _ _._ ___ ; DINING RQOM ' REVIEW INSTALLATION INSTRUCTIONS PRIOR ' __ _. ____ _ ._.._ ___-..._____._.______. __,. _ w w o o N ■ MASTER EDROOM 1 ; -`-.-. ------ ( m o r'Jv I LANDING o TO CONSTRUCTION X I _j ' ct ^ — HALL (7)2X6 bF#2 i -�~` p)2X6 DF#2 x I LL ■ x __ _.._--.--. ._.____ _ _-. _.___.-.--- _..__ ._ , L1 CLOSET HALL $O�TED 816"OC BOLTED 816"OCC 00 O l m O t (2) X10 HDR. O 9-1/2 ML OPEN RAL' -- - '- - - 4 1.3 4X14 ML w "STEEL FLITCH PLAT F USH EAM SX3X1/4 N © +— OPTIONAL -- -- - j L� - f ,t � - —BEAM) ��• - TUBE STEEL x I STAIR LIFT 0" i 011 ;' _-,-_ ,' , , , , ' I,a'W DE 1 1aR, (ALT,:W12X,6/5 �ST�EEL BeE�AM) "' d (VIF) _ C� TOWEL BA L BA , w t ;�__ ;,i , , , , ® 15 "r 1■ �� Y v V V V N t' t ,■ , , , , , , , , , , , , PANTRY( 66" I +, I ENCL SE PORCH ■ I HAND 5 ERHRo e�•1 , , , +, ' , ' I ', ' I w!DIVERT R CONTRO ' r O , ,, , , , , , , , , i 001 � ■ i , N,, I , I,' , , , , I ,� �, _ ■ , NHE TED) VALV N SL MOUNT ' I I� T&G M HOG Y DECKING I a ,t „ .---- . STAIR TO 2ND FLOOR G IF AR 12"XI T r� • , ■ ■ IOXIO FG COLUMN P Z =nn F \ w/6X ACQ POST 4'-�" W , NORTH WALL �� – LL I _OWEL Bb ^ ' ;MASTERS VAN TY ml I I� { DW i oI W 0 w a o �+■ p 1/2 BATH I I le° icy ,x BATH X I L - ■ �■ I 1 PANTRY ♦t a w ,N TP '� j I 17 HIGH - I BUILT-IN WITH HINGED I R N 17"HIGH ^? * N ,y I I i ' COMMODE + d. FROSTED GLASS DOORS 1 1 KITCHEN N =_ O 'y + OMMODE t - E d t LLt �r i i BACKSPLASH ON N Cn N �� 43,-On j COUNTER TOPS p u, 4_j U EL BA 2 '_N 2 19'—0 1/2 N1 ^' BACK HALL K ■ (PROPANE) (PROPANE) '—i , ,e I , ee' „ �i _ N 5 –8 4 –1 ' I Q 9'–2 X. ■ _ _ I --------- ------ ---�, I I I ------ ------- jj 3 ' D W . _ lJ ( , t- X3-0 -8X6-8 O J.31 1111 ■ 2'-6" 1 ' PROVIDE DRAIN PAN T _.' INSTALLV TFROM2632-2 )2X1 DFUNDER WASHER p") c ,, ANTRY -- ; p I I O RANGE T OUTSIDE 101 , I IN PORC CEILING `� w ■ _ x -- -- I I ni LAUND Y �r �r N ENTR o a8o I 0 -- z'-s° 3?0" y COVERED PORCH iG o ■ MASONRY `s o _ ,� t MIN.F.R.D TIMBE TE H RADIANCE R' ILI f 6 ) 7/8 ML DR. R C RAD NC A NG •Fq X ■ + _-.._. -_. -.__,.__._ k t RAMP I I /TE L J I 1 2!' N N � 10X10 FG COLUMN , l rn I - 3'MIN.CLEARANCE I I STEEL ' '�' � � � Gu 2-1/16:12 PITCH ______ __________ ___ _!_ I _^.__ ^j w/6X6 ACQ POST ■ ^ G Y 5'-61/2" 16'-0" +- - - (3)2XI0 DF#2 GIRDER •- (3)2X10 DF#2 GIRDER m m p - - — - - I P � a , 26' 101/2" 6' 2" b w cad ' II – - -. In ( � 4 00 1,1 , bQ I _ HANDHELDSHOWEAHEAD ( t Ali '''- `, .--. ` ; - 6 —9 6 -3' PROVIDE HOOK-UP FOR GAS GRILL. 0 (:; DIVERTER CONTROL VALVE __ 2r;?; t•- , , , , I -- (5.5.SLIDE MOUNT) 2 GARAGE ' z 13' 0" 10 _0 O - - - � --------- � I N N ' LOCATION TO BE VERIFIED BY OWNER � as ''' ``' 5/B"TYPE X FIRE RATED ' ' ' UCO ,� I SHEETROCK ON WALLS , ` ~ AND CEILING PER CODE ',�,-�s,, [VI ___ p• , ,j p, „ 1z"x1zuj "T B _ S.S.GRAB BAR z pC j.-.% •.. ... IV''- - VERIFY LOCATION a 1 IN FIELD w/OWNER T 1),PLATE HEIGHT AT IS-0"UNLESS OTHERWISE NOTED. 8).PROVIDE RADIANT HEAT IN BATH No.1. ---' I-- -- - - Lu w /� 1 v ____________________J__ 2). EXTERIOR WALLS lf0 BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 9).WINDOW POSTS TO BE DBL.WALL STUDS UNLESS OTHERWISE NOTED. I Lu R 3 EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 10 INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 NICHE —' r I � 1 J ) ) o ' I+ tI D0 (SPRAY IN). l , 1 ■'_ ! I l - I — --.._-__-_._._ 4).DOUBLE UP FLOOIR JOISTS UNDER PARALLEL WAILS ABOVE.PROVIDE l�•a I _ T - BLOCKING AT 8'-0'I"O.C.AND MIDSPAN. 11). INSULATE CEILINGS WITH R30 INSULATION(SPRAY IN). O -- -- _ - --- -- I - -- -- --- ---- ---f 5j.PROVIDE 2-2X10 IDF#2 HEADERS OVER ALL OPENINGS UNLESS 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK.BATHS Cn Ln BENCH 18"AFF OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS TO BE MOISTURE-RESISTANT AND GARAGE TO BE 5/8"TYPE-X SHEETROCK. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR _ o ._ __ _. _ � ,'I C.;� � __'.__ _W ,.,� � i ----------------------- , 1 '■, ____� b MICROLAM HEADIERS. 13),SMOKE AND CO DETECTORS TO 8E INSTALLED PER NYS CODE. ----------- _ 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 14).PROVIDE PRICE FOR RAMP IN GARAGE. 1 -- _ i I t -�-__ =`_-== - APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING L)i HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.PROVIDE PRICE 15).ALL EXTERIOR STAIRS TO HAVE 16"DEEP TREADS AND RAILINGS. TOP OF WATERPROOF MEMBRANE(BEHIND WALL)min. +— I ALTERNATIVE FOR AUTOMATIC ROLL UP SHUTTERS. TWO-STAGE FLOOR DRAIN �____�,. __,_�,_,_ ---_ {f 16).PROVIDE CAT 6E AT ALL N AND COMPUTER LOCATIONS.INSTALL WITH CONTINUOUS —--- UBFLOOR TILE FLOOR min.1 4"PITCH MUD ROOM FLOOR / WATERPROOF TILE FLOOR I I // �\� � , , �p 7).HARDIBACKER BOARD TO BE USED BEHIND ALL TILED SURFACES. CONDUIT FROMCONTROL UTILITIES POINT. V MEMBRANE HOLES SET BELOW S ........ —_ —�— _ l , CIS 1 , W TILE SETTING BED Ii 1 ` ` 1 ■ ._____________________ _ 5 IN I N N N X1 ML HEADER ' 3 11-7/8 ML R. TOP OF DRAIN TO PROJECT NORTH 1ST. FLOOR PLAN E BE min,1/2"BELOW 91-011 REUSE EXISTING H.B. SCALE. 1/4 — 1 TOP OF BATH FLOOR N 11 — 1 CURBLESS SHOWER 6'-0" 19'-4" 8'-8" USE WITH S.S.TRENCH DRAIN LIVING SPACE: 1343 SQ. FT. OUTSIDE SHOWER ENTRY 34,-QI, GARAGE: 847 SQ. FT. 1� DRAWN: MH/MS © D SCALE: 1/4"=1'-0" r JOB#: December 04,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: LOCATION: AREA: LOT COVERAGE: FILL REMOVE: FILL ADD: E A S T C R E E K PROPERTY (TO TIE LINE): (20,014 SQ. FT.) (0.46 ACRES) - - wP�1NCY - �: APPROVED AS NOTED DATE: _ _ U E N E S C t cis uNLAwFut. �.-�-- REEK tcE BUILDABLE TO FLAGGED WETLANDS- 16,752.3 0.43 ACRES `� A� FEE: ���� - gy, r _..._ _._ 1iN1THOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT ---- -- 765-1802 8 AM TO 4 PM FOR THE OCCUPANCY EXISTING HOUSE I,X96.9 SQ. FT, ___..--._ _-_.____-.-- _� ��- -__.._.._.. _ __, _ _ -.. I. SPECTlONS: FOLLOWING IN -- - FOUNDATION - TWO REQUIRED - - - --- -" �" -- -`` -�_` _ _. -____----- -----' __ ----- ✓� `�. FOR POURED CONCRETE EXISTING PORCH/STOOP. 69.6 SQ. FT. FRAMING & PLUMBINGS 43020'15" Y 3. INSULATION- - - _ 4. FINAL - CONSTRUCTION MUST BUILDABLE: - (TIE LINE) - - - - - .MEAN HIGH WATER BE COMPLETE FOR C.O. EL. 5.0' WETLANDS EDGE AND Y - - - s ...: V UVETLANDS EDGE AS DELINEATED r EL. 4.0 • - . - - ,ALL CONSTRUCTION SHALL MEET THE EXISTING DETACHED GARAGE: 479,1 SQ. FT. 2.6% - - _. -�. �-. MEAN HIGH WATER 0 .�-- � '„ REQUIREMENTS -' _ >•:.., BY SUFFOLK ENVIROMENTAL ; - _ ' . . OF THE CODES OF NEW EX. RIP RAP �; •� . �s/ c,, - • YORK STATE. NOT RESPONSIBLE FOR CONSULTANTS, INC. ON xa'�' ~ k � DESIGN OR CONSTRUCTION ERRORS. TOTAL LIVING SPACE: 1429.7 SQ. FT. 7.6% 120 CU. YD. 20 CU. YD. - ,-r. Q• R�,� - O FEBRUARY 14 2012 JUNE 8 2012 ATTACHED GARAGE 785.7 SQ. FT. 4.2% 100 CU. YD. 60 CU. YD. - • • . - r . �Ek ^ `. -:r_: ---_:--- � ��.f _ r - • W `'`,: . RI p R ?, r . ; :_ _.�.,.� °s COMIPLY WI. AP X � - , �,. ., - a � - TH ALL CODES OF LL - ,,, - - - - NEW COVERED PORCH: 909.6 SQ. FT. 4.9% 25 CU. YD. 15 CU. YD. '�/'� • •• •, `• - - - -• T7z YORK STATE & TOWN COD EX. RIP Rp,p' 1 AS REQUIRED AND S OF 25 NON TURF . • - • • - • • - - • - • • - • - - • • I CONDITIONS CONCRETE IMPERVIOUS SURFACES: (137.0 SQ. FT.) (0.7%) BUFFER SOUTHOLDTOWNZBA - - - - - . ZONE _ RETAIN STORM WATER RUNOFF' S VJ d O • - - 25' NON TURF - ` PURSUANT TO CHAPTER 236 WOOD DOCK: (75.0 SQ. FT.) (0.4%) �`+ - AE (EL. 7) EXISTING BUFFER - - - • ,�/zo i _ OF THE TOWN CODE. OUTHOLD TOWN TRUSTEES �1 p _ CONCRETE EX WALL. - '�'� IMPERVIOUS • • ' %.J0 PATIO 0,3�pEC EXISTING SEPTIC TO REMOVE: - - 75 CU. YD. 150 CU. YD. = - ; _ • - - - �.\ PROPOSED NEW SEPTIC: - - 225 CU. YD. 115 CU. YD. =y, -- _ •_ _ . ` • . r - E+ ._FLAG POLE LOOD ZON � En w ZONE ;o UiY ' - - = _ _ _ _ - - LY WITN CN PTER 1M BUILD UP GRADE (SEPTIC): 130 CU. YD. Ln �_ �„ Hi. D DAMI�GE P EVENTIIOl� O + I SO TNDLD TOWN v= N o.. ,... LIMITSv `°O OF CLEARI G _ z z It IMITS OF CLEARING ` PLUMBt G j p &WATER=LINES N, ED. EXISTING DRIVEWAY: 65 SQ. FT. - - ' ALL STE TESTING BEFORE COVERING W PROPOSED PERVIOUS DRIVEWAY 650 SQ. FT. - - e o 0 V 1 EXISTING CONCRETE Z PLUMBER CERTIFICATIO�'�(( ,H a ST OP AND CONCRETE ON LEAD CONT..EN't•BE OAIE Q a TOTAL: 4,389.8 SQ. FT. 19.3% 505 CU. YD. 485 CU. YD. SIDEWALK TO BE CERTIFICATE OFOCCURAN Y EW.. REMOVED ----- SOLDER USED IN _ L' T j AL SUPPLY Is CANNOT DRYVVELL ' ' 52.1' N -- " "- - --- � , +� OEM) EXCEED-211' F'1%LEAD. S'dia., 3'deep I I; / ,. f SCTM No.: 1000136-01-54 t DRYWELL WETLAND'S EIDE AS`15EUNEATED ,' , ,1 D I/fJ / ' i ' ,/ i 8'dia., Tdee 1 EXISTING SUNROOIV / '`i' ' ` '; `i";''/'',' :/ Z DO NOT PREEEDW�ThI BY SUFFOLK ENVIROME ON NTAL ' y 'f ' '�' (TO REM VE) ,' ;'1 R�,P. 1 ' / ///' '/,% FRAMING UNTIL VWL CONSULTANTS, INC. PROPOSED: DRYWELL r /y/ Q I �E�SCH'i` ' ,''" Q • 0 J 'dia., 3'deep I , /' , ,' OF FOUNDATION`L�OCATIMEBRUARY 14, 2012, JUNE 8, 2012 -,n 42.3' /'`fo E CESSPIOOLS J HAS BEEN APPROVE ' /�` 75' SETBACK--_ ' , '/•'; ,';, , � t MEETS AND BOUNDS BY: ' _ ' ' - EXISTING CESSPOOLS TO u r� , / : ;/ ,' ` ;' FROM MHWM r �- - ' ' '' -V BE REMOVED AND FILL u- 4.l i; i rn 2 STY. FRAMED HOUSE ' '' '% ''' O PECONIC SURVEYORS ' ; - _ _ I' ; �'`� WITH CLEAN SOIL PER t~ /; / i` i i 770 " �� EX. FF EL. 10.4' �', %y '- - . . �• SCHDS REQUIREMENTS i_- ^� W 15kw"PROPANE GENERATOR TO BE INSTALLED z w/f`1�70KUP AND AUTOMATIC SWITCH "�►.,� RAISE TO FF EL. 12.4' --"--'- - , JOHN M ETZ G E R LIC. 4 9 618 .(VERIFY SIZE/LOCATION) _ _ - , �_ INSTALL PA ORM UNDER GENERATOR.TOP - - - -.-.-' I c6' '%f ' v L� OF PLATFORM TO%ATCH TOP OF FOUNDATION , _ PROPOSE / �t i I _- I �' '� Q (631) 765-5020 ''S -- -- -- , _- GAURD .h �j ��- -` SCREENED % k- -' _, i, GRADE O r ;%. ' ' POR -E . 7.6 0 d u i ',. I E STING HOUSE ; ' 3 ee SURVEYED: Vie. N i OUTLINE %� _v I,:-._ _ I ,, ,,//` /�i ,f,' i' / r r � / /' i . i . iii,'' , I I. _ �I,� 1 �� � f...J.. .. - JAN JANUARY 4 2010 ' _ SE i .� /,� /' / '.I II 1 IL,; ','' ' % '',''-'`/%' '% ' / ( I , t1✓ I j ' f,l ! I ! I �� ; TB 75 i t) `? I ' , c ....................................... ,COVERED Pd)RCH _ I GRADE:EL. - -7.6 / ,,/ i. i , i 1 �II/_ i� I . _ . -_ -I� _!; / ` I ,I.._.. G IKI RADE(SP) BROWN SILTY SAND 2 EL. 7.6 r C� f"4O Q $-6' TO COURSE SAND (SW) PALE BROWN FINE !=, L•', _.._..._, iO 5 I , 10 {SW) WATER IN PALE BROWN ' PROPOSED i , FINE TO COARSE SAND / FF EL. 8.91 I ' --GP A. 16 13 ,, ,;//%, ./ /;./,�;' / /J//,/% -/, // .a '_,":.:.:- 7.5'!. ...._...� I' ' . BUILD GRADE UP ZONE AE J L. WATER AT EL.2.0' i, % !/. ;' !%% / T ;-/ %`/,' i /; _..:: I E' , S ;- EL 7 ,t A INDICATED PER DESIGy� BUILD RADE UP. .1 9 _ ; 4`I .. I . -' - 9.0') BORING BY. -- TEST HOLE ' fJ AT (ELEVATION >~ 2� / ; o' ?�,r� 1 NEW GRAD T 5 /o SLO , 15. _ i Ug N - ' .� O , w McDONALD GEOSCIENCE CP + , I" -= - I LI I _. •` ;'- -:N I (�At aJ MN E _ EA P IMPERVIOUS CONC.APRO _..-. ! , , ' I__ _P I Ln �'' +• 8/11/2010 ; , ; , I__.�',; ._- ER SCHIDS REQUIREMENTS' _ v m GRA E -!._,__. -- -- - -- _.._ TEST HOLE N a y IMpERVi0U5 ; 'i '{ _i. ay 61' CONCRETE _, i ! - i _� I -- _- L t'' L. 7 ' --' BURIED 3 LP TANK TO LP BE 10'FRbh[bhCP�+I�OPERTY AND -'- B (�Z/l 0 ALL BUILf�INGS ITER NYS CODE , _{ ® _ I , s ' PROPOSED SEPTIC SYSTEM DETAIL - LP I - DRYVflELL ' ` I I 1 - I� r i I ,, I ' - 0 FINISHED GRADE FINISHED GRADE 'dla.,,'dee t HOUSE FF ELEV.12.4' TOP EL 8.5' 10-0, p = ... ELEV.9,0' ELEV.9.5'MIN. F]NISH GRADE 10 V ELEV.8.3'MIN. . M O _ ! ! , __ i I _ o I as B6.O[nw. TOP EL 7A.3' t'MIN. ''• 1 - , ------- 6. Z.- - EX. 1 STY. -. 1 _ _-._ 12.9' e INV. ADD'LYSE.t. O ` PRO�tOSED `* ' '.� ,. ! -..' �.- ZONE X ; -..._�_,:,- Q' FRM. GARAGE :, , GRADE ; EP 6"X1Z"6X8 APPROVED p1PE f�iy(y ` ( I I I --.-,.. I I I I_.__., ._...j I i,_.,�. � ..I I , {7 SEPTIC TANK min.PITCH 1/4"/l' a 6`5' OP OPNG. Wtl/M LEACHOING POOL 2 6" ; PERVIOUS - EL. S.3f E P i,_ ' I ; `?-!- I, !` ELEV.7.8' min.PITCH 1/8"A' LEACHING Y I ` APPROVED PIPE Z,6„ 12.5'19.3' , , 3 CLEAN LVE W Y NOTES: w. INV.EL. INV.?.EL 6.5 r�-SAND .ey `' ._. ... .. Fil 1).MINIMUM SEPTIC TANK CAPACITIES IS 1200 GALLONS. a 7.0' ; COLLAR#4 DOWELS 4912.0 2' 7O ♦ ;- - ? _ 1 0 2}.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT A4 AR6UNDRADULlV 1 MIN. C p 1 --' 28 DAYS. BOT.EL 4.0' C SOLID MONOLITHIC DISTRIBUTION POOL OF -8OT.EL.4.8' Zvi E 3}.WALL THICKNESS SHALL BE A MINIMUM OF 3",ATOP THICKNESS OF 6"ANDA SEPTIC TANK 6 POOL SYSTEM \ ` -. _ C ' ( j - 1 s i ; ' F3 U ILD GRADE U P _' ` I '- _._ BOTTOM THICKNESS OF 4'.ALL WALLS.BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RE515f AN APPLIED FORCE OF 300 psf. f + INI D EDPDESIGN . L. 8 ' 1 -' L AS LCAT PER NEW`WATER LIN � " - N P ' ; _..W 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. ---- --� V) EXISTING _' i-I ! I i w' EW' GRADE AT 5% SLOPE i + ! I ;_ `�+ HIGH GROUNDWATERtONDITlONS (NOT TO SCALE) 5EASONALHIGHWATEREL2.72' EL. 10.8' TO HOUSE 13 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A �}'' PERVIOUS 51� MAX.TOLERANCE OF+!-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED (GROUND WATER ELEV.2A') DRIVEWAY i i ;-,.. l ' y j I ; ;-AER S(CH DS REQUIREMENTS - SAND TO PEA GRAVEL. 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. EXISTING P SA SYSTEM _, N 4308'30',' ATER METEREXISTINGMINIMUM SEPERATION DISTANCE TO SEWAGE DIS O L ->;; FIRE HYDRANT LEACHING POOLS BUILDING WELLS p) UTI POLE \ NOTES: FROM THE CELLAR SLAB PROPERTY WATER LEACHING STORM PUBLIC PRIVATE SURFACE SWIMING 1).MINIMUM LEACHING SYSTEM IS 6 POOLS;2'DEEP.B'DIA. NEAREST PART OF LINES LINES(3) POOLS DRAWS WATER(2) POOL 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). SEPTIC TANKS 10' S' S' 10' B. 20' 175' 75' 75' 20' 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). LEACHING POOLS 10' 10' 51 10' 8' 20' 200' 100'/150' 100' 20' y DRr1V1 E: M1//MS i�{, ,�.� SCALE:: 114"=1'-0 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE SITE PLAN '"" t _ T A K S T R E E T July 10,TN MAINTAINED. LEACHING POOL NO CLOSER THAN EXISTING 70' 10' S' 10' B. 20' 200' 20' 2013 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL ADDITION POOL OR 100' [` �''` SHEET NUMBER: BE MAINTAINED. SCALE. 1" - 10'-0' " (PUBLIC WATER IN STREET) `gipP' S- 1 REVISIONS: ROOFING: GAF TIMBERLINE LIFETIME ULTRA FOX HOLLOW GRAY FASCIA: 1X8 VERSATEX RAKES: 1X8 VERSATEX SOFFIT: 1X4 T&G E&CB VERSATEX BANDING: VERSATEX HARDIE SHINGLE STAIGHT EDGE SIDING: NOTCHED PANEL " JH 70-10 LIGHT MIST GRAY CORNER BOARDS: 5/4X6 VERSATEX EXTERIOR CASING: 5/4X4 VERSATEX f BUILT OUT GABLE: 1X6 T&G VJ VERSATEX GABLE BRACKETS FYPON EKTIIX16(OR APPROVED EQUAL) PORCH DECKING: 5/4X4 MAHOGANY I..L r � r� J PORCH COLUMNS: 10X10 HB&G FIBERGLASS SQUARE PORCH CEILING. RAILING MBER EC TI T H RADIANCE RAILING WHITE �±T - -__ - - — -- �- - _�..—__,_�_._—rte._-.- ___._—z-u.._ .—��._______—._-____y_._. - l � r- ti ��r•''/` , � _, LATTICE: WHITE VINYL,FRAMED WITH VERSATEX i—ECHIMNEY. RIVER ROCK STONE _-"`--`—� T_ -� --� ''� � �-• CHIMNEY CAP: BLUE5TONE W Ll - - - _ _ �- _ co Lj _ - Q ,r ._ I_—L _ o _ I 4L,4T±LfT� .I Ulm IL _T — I RAISE FOUNDATION , �, 16"-24 ,. O <� ,v,, �.<, � o PROPOSED WEST ELEVATION SCALE: 1/4" = 1' �4 u 0 0 cn � 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w C� a� c ° 0 IN LO H 00 V EXISTING WEST ELEVATION._ � SCALE: 1/41, - 1, A`«air "" DRAWN: MH/MS Jif , SCALE: 114"=1'-0" JOB#: July 10,2013 SHEET NUMBER: - PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWITNGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERZS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIESWITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING MND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWN REVISIONS: ROOFING: GAF TIMBERLINE LIFETIME ULTRA FOX HOLLOW GRAY FASCIA: IX8 VERSATEX RAKES: 1X8 VERSATEX SOFFIT: 1X4 T&G E&CB VERSATEX BANDING: VERSATEX HARDIE SHINGLE STAIGHT EDGE - - — - — - SIDING: NOTCHED PANEL —------- JH 70-10 LIGHT MIST GRAY CORNER BOARDS: 5/4X6 VERSATEX ——---------------------- EXTERIOR CASING: 5/4X4 VERSATEX BUILT OUT GABLE: 1X6 T&G VJ VERSATEX GABLE BRACKETS FYPON BKTIIX16(OR APPROVED EQUAL) PORCH DECKING: 5/4X4 MAHOGANY PORCH COLUMNS: 10XIO HB&G FIBERGLASS SQUARE PORCH CEILING: RAILING: TIMBERTECH RADIANCE RAILING WHITE LATTICE: WHITE VINYL,FRAMED WITH VERSATEX CHIMNEY: RIVER ROCK STONE CHIMNEY CAP: BLUESTONE F_ El + 0 _.. ♦ " "I %% 1 11 1 I � u, I ♦ 1 11 ID _00 L -------- 11 L___j 11 Ln 0 1 7 1 Il 7 1777 1 11 1 H Ii I I 1777771 1 1 1 1 1 O '0 1 '4T _00 L -1 1 Tj o 10 < RAISE FOUNDATION -24" 16" > c'n PROPOSED SOUTH ELEVATION C L) SCALE: 1/4" = V X U) Sm L co U.) U cn O's \c Lr) Ln 0 ---------—----- IT7777car d -L L-1 Z 14T_ EXISTING SOUTH ELEVATIONx. ;4 SCALE: 1/4" = V s. I DRAWN: MH MS SCALE: JOB#: July 10,2013 SHEET NUMBER: OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,TFHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR,APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FORR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATINGAND SHiEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ROOFING: GAF TIMBERLINE LIFETIME ULTRA FOX HOLLOW GRAY FASCIA: 1X8 VERSATEX RAKES: 1X8 VERSATEX SOFFIT: 1X4 T&G E&CB VERSATEX BANDING: VERSATEX HARDIE SHINGLE STAIGHT EDGE SIDING: NOTCHED PANEL JH 70-10 LIGHT MIST GRAY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — - _ — CORNER BOARDS: 5/4X6 VERSATEX 1 EXTERIOR CASING: 5/4X4 VERSATEX BUILT OUT GABLE: 1X6 T&G VJ VERSATEX GABLE BRACKETS FYPON-BKTIIX16(OR APPROVED EQUAL) t5 ' PORCH DECKING: 5/4X4 MAHOGANY - PORCH COLUMNS: 10X10 HB&G FIBERGLASS SQUARE �.-. PORCH CEILING: TIMBERTECH RADIANCE RAILING RAILING WHITE _ � �� O T.L LATTICE WHITE VINYL.FRAMED WITH VERSATEX O Y H CHIMNEY RIVER ROCK STONE r-a _ - ----- ---- CHIMNEY CAP: BLUESTONE W _ _ _ ----------_------- —_-,r —_...- _— CD c0 _ — __. 17 I � a _ T1 I FF _ — - - — 1 � I_� C _ - _ 1 I i _ ! 71=1 ��_ Z �� - RAISE FOUNDATION I6"-24" W � U d .� C) U PROPOSED EAST ELEVATION o ° U SCALE: 1/4" = 1' cl cu en co u x �n h rn Fy- U L=Jw -7- .�CMJ C=7 w - - - - - - - - - - - - - - - - - -- - -- - -- - - - - - - - Au 4 Ln I� IL -�--- =_._._�.- - ..—...__— .tee�al - --• - -- -- N N o 00 — - - — _ - EXISTING EAST ELEVATION SCALE: 1/4" = 1' `ri AZ w? " ,�,. '"�-< `.•tib' g�-j W DRAWN: MH/MS_ SCALE: 1/4"=l'-0" 701#: ..N July 10,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS 'THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A-4 ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FC]R DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SSHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: - 1 , WATER SUPPLY D LINE TO HOUSE I 1 d 52 -0 DRAIN VALVE -� (CONNECT TO 7'-91/2" 7'- 10" 9'-0" 8'-1" 8'-11/2" 9'-31/2" i DRAIN PIPE) ! - -- - " ' 2X8 ACQ GIRDER ' +_ ' _ 3�2X AC GIRDER _''.. _ '__ 3 2X_6 AC__GIRPE--------------------' ' _3 2X8 ACQ GIRDER--_' -_ _' -- 3 2X8 ACQ GIRDER - _ '_ _ -'__- 3 2X8 ACQ GIRDER- SHUT OFF „ -- -'- (3)2X8 AC GIRDER ' _ , - -+ -=_ -Q--------'- _-t 1__-= z._-- ----'- -- -'-- O (_) I_ I O _ 1_ __ _ _ _ VALVE � - --- -- - ------- - ------------- -- ------------------•--- - --------------- - ------------------ -------------- ----- --------------------- 11 E I , 1 , , 1 , , 1 I 1 1 1 , - 1 MAIN WATER LINE -----• �-----• `---- `-----• lz"aia"CONc.PIER `-'`- . ----- _ 24"X24"X12"CONC.FTG. 3'BELOW GRADE JVIF JSV o 1 i I , 1 � � o I NEW SLAB HEIGHTS Lip, I o0 —_ , LEDGER BOARD TO BE FASTENDED ; r� e a p LJ D o d e p 1 TO BUILDING WITH TIMBERLOK� c EXISTING FOUNDATION SELF-COUNTERSINKING SCREW$ TO BE REMOVED '-6" 10>-O" ' — — - BY OLYMPIC MANUFACTURING #5 REBAR @12"OC - _-_ ' 2 SCREWS @ 32"O.C. f ._.__-._.._.. TRENCHOMIN ( ) 1 I I � AND AT FTG. � ---- ------------------------------ INSTALL - TO OCIMIN PIPE K 0.E0. _ I , v 1_ _Pa='1AC'!-f'FOL7NDA1TOId- 1 I O --- i_^--__ I ,��-.�'��•��=��:�3�•��-�-��:L� . ���3:?-moi _ _ 1 1 - to I , TOP OF WALL TO I , A PEOo O MATCH HOUSE NMP = b r INSTALL ASPF0. ELEVATE MECHANICALS ■v1 I I ,NFST0.�crlrnoN�" ABOVE SLAB--2'+/- -.1 1 LL O-_� `-------- —u` �- rT, N==1 OCATION TO ,i -- _ - I �_ VEAFtEO1NFlED REMOVE EXISTING CONCRETE I W I REMOVE J RELOCAT EX. CRAWEL SPACE ; - -Q • pp I _ - £X.FURNACE o, a p - -- _ � 11 - ( -- ® SLAB THROUGHOUT.BUILD UP HEIGHT ti (VIF) (DIRT FLOOR) .o• D , Err'I Cl+ I! ` I ^` _ -. � "; Q BY T WITH CLEAN FILL.RE-POUR ' 1, = ; o'�dQo __ NEW 4"THICK SLAB(TYPIrn CAL) 13WITH PERIMETER DRAINIAND EX. BASEMENT `'' N a 12"dia.CONC.PIER H REMOVE EXISTING ; WAVE SOLUTIONS DEHUMIDIFIER ■_, (7'HIGH BLOCK) 61�E'P�CE I !1 '�4"X24"X12"CONC.FTG, d _. ;: FIRE- LACE 1-888-967-9283 www.wavehomesolutions.tom ! _ _ r - *�- REMOVE EX15T G ; F ; . ' 3'BELOW GRADE - M IN CHIMNEY o (r;► .a w .._._._.... DIRECT VENT � -..: '- I • • d , O ~ V 1 ` GAS FURNACE •__-- ,.. I 1 ~ I 4 1 , 1nI 1 I , 1 ' I I 1 R OV£EXISTING 1 -,m---- E p V.p p. I -a 1 I u,r I O FUEL TANK REPLACE EXISTING COLUMN it REPLACE EXISTING COLUMN EX.SEPTI - -► -' ' 1 1 1111 1 ------_ _--____-_ rC------- -(1.0 BER.EL.00A7 y .�-'l yl D _' ___ ' p •--1x1--. __ 30'-X3� X12 CON'_FTG-_------'----- ----- -------- 3------0---- FTG------_---- - EXISTING CONCRETE F�POLAC IN C, 1111 1 4 S'�EEL COLUMjV w/ , , 4' S EEL COLU N w/ • -- -• " 1 1 , I tt ' pl, - _---------- ---- ---- [--� N FIELD 1 -- r-- --7 , l r , ' d EX.6X8 GIRDER STOOP TO BE REMOVED i ; 1 ,1,1 N, •__y--__-__ __�X4X1/d TUBE STEEL COLUMNS w ' ._------, ; I • ' '"' X' r1 5' 6>+ 8'-0"X4'-D"X12"CbNC.FTG. m b I = 1 un co 1 O O C-O , cV 1 nu D1 O � ' u/kSAEBn�c�l2"oc x I 1 eSCREEN-IN I L 1 ,,,1 fir) ,_-', r� ALL CONCRETE FOOTINGS ; W 1 'zx6Ac till n' O N -----846-HENT-- ---- �_ 1-3/4X7-1/IF ML w/ 2 5/8"STEEL LATE GIRDERI 1 PORCH , 1 uu -, S1 __-�-- j�_ -- w TO REST ON UNDISTURBED ---. ._._.----------_.----- -- , �16"oc 0O n 1111 01 ' # rr r1 tK�tararl.rt•ii nr��wrA•=ar r r rrllulrrrlr r w- , i IJ 1 1111 TI :...aiaidYa.a.wY.a.a. ---- -------- ------ _ SOIL(95%) I MI PROVIDE ALTERNATIVE PRICE ' o• v• ,- ----,- ------+-------- a�Z4AtT4TLTHEfI-�LC15C1JICAA- �- g , , , , FOR GEOTHERMAL HEATING --- ----- ------- ___-. N-6"X4'-6'X> "CONI FTG. , ■ , , o , �I� AND COOLING SYSTEM.PROVIflIE ' W/(Sh r5 REHAB e.w. , 1 11.1 , , ` 3:EFS : }L. I 7'-2" ' '7'-3" ' y/l ' 14'-3" I , 111 1 __• 1 1 , ~ SPARE CIRCULARY MDT � I 1 1 I ___ 1 ' I ' ` ' #5 REBAR `--'-' -----' `_---- I 1 111, SOLAR PANEL GRID TIE SYSTEM c @12'DC _ ■ ■$ /2X8 DF#2 rid 72 QC TO BE INSTALLED(VIF).TIE IN AND AT FTG. u ` - ; ~ CONNECTION WITH GENERATOOR 1 3 = ~ NOTE: WITH AUTO TRANSFER SWITCHi ; a =N A, M EXISTING WATER PUMP TO CRAWL SPACE it- •" EXISTING 7' FOUNDATION SLAB TO BE ° x " rn BE RECONNECTED FOR - ELEVATED TO MATCH NEW FOUNDATION °N ° I 1 I OUTSIDE IRRIGATION USE I 4'-0" SLAB (WALL HEIGHT AT 5') ViF o3 ~ GEOTHERMAL(PROPANE BACKUP) CLOSE OFF OPENING D I I —6 (CLOSED LOOP SYSTEM) UTILITIES CLOW min 36"X24" CN - - - - - - - - - \ I - , ' I r I O ►�^ E..{ - - - - - - - - - - - - - - - - - - - - - - - - - - LL 1 O I � GARAGE ° a #5 REBAR @12"OC LEDGER BOARD TO BE FASTENDED , 1 • 1 + : C TO BUILDING WITH TIMBERLOK® ' ' ` ' ' • AND AT FTG. p d U] V a EXISTING BILCc} � - -' --a I (� SELF-COUNTERSINKING SCREWS ° VERIFY FOUN ATION ' ' � 0 ° TO BE REMOVED-` I! x BY OLYMPIC MANUFACTURING - • ~ i' `, --___.._.... HEIGHT IN ELD. , [� I XI6"BLOCK WER / ■ N a I , 1 4 O , c 1 prTl r 1_ � (2 SCREWS @ 32' O.C.) 2X8 ACQ P TE________ _ 33T'XIT.L"ONC.FTG. _ , 'I DEt�POST ABOVE , v ' O 00 t° CRAWL SPACE ; ' d p . p d _ a . . a - a a O Q1 U -------------------------- LL - VERIFY HEIGHT IN FIELD , „ `a ,I ,> • » > 1 j LrJ 3'-4" I SLAB TO BE FLUSH w/LNDG. '23'-1101/2" r ry -^ 5 —31/210 —� 16 WOOD _._ __....__..__---...._.____... t COMPACTED FILL ' �4 's a • p 4 p • 'o o . p p ,p o • p • d 01 • r . o Q . p Q 1 9 • Q , I I • I a O STAIR • VERIFY IFOUNDATION BASE ENT Y , HEIGIHT IN FIELD. 00 61 ° '2} 10s' 00 b 1 _ 1/ 10 —11 1 —0 8 —31/2 1 — s TO 1ST FLOOR __ _ .______ _ STAIR ' � � lal , a ,11 ,. EXISTING FOUNDATION a O a .�! v i 1'O BE REMOVED e p 's p a �.� C I I P h v C � C dh o • u n- G b sP ro !, .'a � .'UD . 0 h a-� WEST WALL _ ' 26' 81/2" 5'-111/2" 23'-0" `�`' N u a� l x ' iJ zo LO � � a 4 + ; 0 r CI ro ' v i a i � � RAISE FOUNDATION o ' b cn t6 F+A U 1).GRADE HEIGHITS TO BE RAISED FOR NEW SEPTIC SYSTEM.REVIEW SITE PLAN 5). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. O U7 i • GARAGE ~ ' I AND VERIFY INV FIELD PRIOR TO CONSTUCTION.PROTECT EXISTING INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 00 y B N WALLS FROM I CONTACT WITH SOIL WALLS.NEW COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE W 4 PITCH SLAB(TYP.) d 00 REST OF THE SLAB. .� 00 2).8"THICK POUMED CONCRETE FOUNDATION,3000 psi..GC AND MASON TO VERIFY WALL A4ND NEW GRADE HEIGHTS PRIOR TO CONSTRUCTION.GARAGE 6).PROVIDE ACQ SILL PLATES(MATCH EXISTING).SILL PLATES v l N TOP OF WALL I HEIGHT TO BE AT 8"ABOVE FINAL GRADE.VERIFY IN FIELD. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR N I I EXTERIOR OF PFOUNbATlONS ARE TO BE DAMPPROOFED N.Y.S.RESIDENTIAL FIBERGLASS SILL GASKET. c ' ; CODE WITH A i BITUMINOUS COATING. ENO, C/] i'r) 3). FOUNDATIOtvV TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS 7).PROVIDE 5/S"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, LW C I I I TO HAVE 2-#i`5 CONTINUOUS RE-BAR.ALL FOOTINGS TO RESP ON INTERSECTIONS AND SPLICED JOINTS,ANCHOR BOLTS ARE TO HAVE A p UNDISTURBEID SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7'IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. V 4).EXISTING CRAWVLSPACE WITH DIRT FLOOR AND NEW CRAWL SPACES TO HAVE Q 4 2"CONC.SLABB. 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE cn ° BLOCKING AT 8'-0"O.C.AND MIDSPAN. U) I a I I I 1 ' • ' I I ' 9). INSTALL SMOKE AND CO DETECTOE PER NYS CODE. IM -------------- ' N 1 1 1 I , d ' v a • 4 p • '. c a • p d p '• a d v a . 4 p i S _ - - -- 23'-41/2" E PROJECT NORTH FOUNDATION PLAN 01 1 —41 1, 91-3" N SCALE: 1/4" = 1' 34'-0" d D DRAWN: MH/MS SCALE: 114"=1'-0" JOB#' July 10,2013 SHEET NUMBER: COORDINATE PAIN PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,TfHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO CDO ATE MEETING WITH OWNERS FOR;APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKENG AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 42'-0" 10'-0" 01 8'-1" 12'-11" 11'-9" 9'-3op" 10 %PULL`CiUT ;i �D >� c e e • 0 1 1 . . . I I — . ' ' ' -M-1 -7 1 _ , (2)1-3/4X9.1/4 ML:\,)1/(1)1/2' STEEL PLATE GIRDER• � • (2)1-3/4X9-1/4 ML)`+v1 � • •(2) 3/4X9-1/4 ML w/(1)1/2"STEEL PLATE GIRDER - (2)1 3/4X9-t/4 ML w/ - ' (1)1/2"STEEL PLATE GIR4�ER i:� (1)1/2"STEEL PLATE GIRDER 10X10 FG COLUMN ' FLIPPER DOOR SLIDES I w w/6X6 ACQ POST m t.1 ce ®® I "1 (3) 1-3/4X7-1/4 M!B�FAM ' OVERED PORCH f�JS/ N I IN ; ; j . "_ __:" '. u- MAHOGANY DECKING �lL ' �J ®® ®® • • ® j �' : �- _ �C�� TI ERTECH RADIANCE RAILING ��/'� a , F� Ft i • o e • I V G60 1 1 1 X3-0 1-8X ` - , O e e CO e �` (3) -3/4X9-1/2 ML HEADER ; ; (3)9-1j2;ML HDR. (2) -3/4X9-1/2 ML w/1/2"STEEL PLATE HEADER ; )2X1 DF#2 I` c 14'-4}/2" 26'-3" 0 I a -- --- ° � , � N ua M � I i 1 1 �_ i X ° L MASTER BEDROOM - , i ; ' I Vl I I I I i 1 N " WEST WALL BUILT INS -_ -- r It (-- i � � I I I i ,�,-.�� �•\..,- i - ...----_. "'� f i':' i.f� N .. � � �i j/ I i .. +-- •,4"A eG) �}c--- _._ �.._.._ —... i i j i .'�% - M N pq noon GOOD i c� �� z - _ f-_ LIVING R0011�t 4Y"M,IASONRY FP i j , I 1 , I (```�����'�J'� �,� , I PLUSIH HEARTH / I I I 11 ---.cY, yih--�-�.- l I I , i O �f L0 C� - _}-- - ; - 117�7;oil A _ _ _�. — --. _- i(j 2X6 DF#2 �� /Irl _,! - 5X 1/4 BOLTED@16"OC �. u i TUBE STEEL (��3/ STEEL FLIT BEAM_ _ __13�`AAINCa._hLL.AIIC!VT_._ _ i � � ■ w �sir• �� . VERIFY WITH OWNER AND MANUFACTURER 4TI W12X96 STEE EAM -=' ; DINING RQOM (WALL TO EXTEND OUT TO CHAIR AND TRAGIC) ._._.___-._---.-___._ _ ______,____._._..-._.___._____ ___. -__ ( I W ° LANDING REVIEW INSTALLATION INSTRUCTIONS PRIOR �" {^ -"- t9 I m DI G TO CONSTRUCTION �; MASTER BEDROOM f f I - -- X = o � N I I , I (7)2X6 DF#Y2 O HAIL (f)2X6DF#2 `--- --- .--_-- ---. - ------------- ° CLOSET HALL cN 4 TeD 16"OC - - _ - - - - BOLTED @I °roc o� o M O p (2) X10 HDR. O 9-1/2 ML _ _ @ OPEN RAI - j4LL4X1-- �'(4" €FLITCH P�Al�LU1Sl�€AM TUBE sr EL `~ x I o r I OPTIONAL 77 0" , _._,_._ , , , , , ,a' DE 1 laq�— r -_ � L W12X65 STEEL BEAM) 3'0" I - OW AR, ' 1' ,.-.1--- ,I' I I I 1 I I I ® 15/1 "r 1' STAIR LIFT r , (, TOWEL BA I I +1 i 1 1 1 V V I � PANTfRY (VIF) • ��? ba" 1 1 -N -N 11 ;; I; 1 I; I 1 1 1 ; I 1 1 1 , AND 5 VERHEAD; r I O itl 1 11 1 11 I I 1 1 1 i t ENCL SE PORCH W/DIVERT R CONTROL I ' Ni" ; ' 'I ' ' ' ' I ,' NHE TED) (p VA LV N SL MOUNT I 11 T&G M HOG Y DECKING I ' I, '1 11 1 .-1-1• 1 1 I 1 1 1 f < , I G BAR 12"% I"7 m I '- ' �' 1 11 1 _-1 -- -- -._ ' 1 I w STAIR TO 2ND. FLOOR IF T I .____ F' 10X10 FG COLUMN �... 0:1:nl >, ?� . . = 1 \ w/6X6 ACQ POST 4'-O" W NORTH WALL '� - u- 6 o�x1E1B14 I 13 DW ; a a 'x ;MASTER VAN TY ml I Q 12 BATH LL 1 L0 o - �- r BATH X L �' - I ; 'B" Q IN TP �} 1 = , , 17"HIGH I PANTRY BUILT-IN WITH HINGED ; KITCHEN I m I , N C) til NI ' ' ' ' COMMODE I 7 FROSTED GLASS DOORS m Vl W t ry 17"HIGH ' ;it , I , I m r BACKSPLASH ON LL N U N ' OMMODE 11 •-' I , ' O Q16OC � ^ - - -t--- -- - c'uN 1 0 � _ ,... I O TER TOPS I `v. E . u-111 3 0. _ _ _ O _ �,=1..1..1z' - - N 1g'-0�/2 'PMW '� N � TOWELB I m, X� 1 BACK HALL I __ (PROPANE) (PROPANE iN N N 5'-8" d 4'-1"' I I 0 0 0 9'_2„ ' V - , I D W I I I 1 l J LJ �J 1 1- X3 0 -8X6-8 O D 31 " 2'6° --- I T \ INSTALLV TFROM 632-22x1 DF# ,- �/PROVIDE DRAIN PAN I I , •_._.,,,UNOD�ER WASHER(TYP.) 'w ANTRY - I p 1 1 C3 RANGET OUTSIDE1 8 - 1 O1 O O 2 I IN PORC CEILING ♦ W I / ° a "' ; c � N I LAUNDRY ; CO d ; N ENTR 0 2�s,� u _ _ — -- -- - Ln 'c- ------ ROO -"� xto VII COVERED PORCH ;•�tG o 0 - - - - 3'-0" MASONRY `iy o I 2-8 TIMBERTECH RADIANCE RAILING �F N a MIN.F.R.DO "`>♦� X -7/8 ML DR. /SC HING RAMP STEELJ 4'"0" lOX't0 FG COLUMN m t rn cY7 3'M1N.CLEARANCE ! _ .Yu WY---- ---_,---- pp 1 ._._.__-__. w/6X6 ACQ POSE •� v X �� u 2-1/16:12 PITCH ;; ------------ 1/2" 16'-0" *---_ _ --- -- (3)2X10 DF#2 GIRDER . (3)2 F#2 GIRDER -i r vOn IT, 2 X10 D 0 -+ X C-I MA W-4 U] l 26'-101/2" 6'-2" --- -------- --- - o "N I -..., HANDHELD SHOWERHEAD �- 41i , m 6 -g PROVIDE HOOK-UP FOR GAS GRILL. _ �' N N 13' fl" 1 O'- LOCATION TO BE VERIFIED BY OWNER U m _W/DIVERTER CONTROL VALVE---.-�_,._- ---_,-- ---- r ' Z .-•�-"^~- GARAGE 1,0 714 ull _ Cn (5.5.SLIDE MOUNT) �' III ' S/8"TYPE-X FIRE RATED / _ -- -- -- - B i SHEEfROCK ON WALLS 1 l LL CV G 3� X47 I ,n AND CEILING PER CODE �' C A 11 , 2X12 DF#2 CJ @.16_'CIC— 1 � 1 B - - .._.--- -NICHE- - U w ��%^"-.-._._. —.--�..,,•,.1 ' �x Fu..l 5.5.GRAB BAR I r•� to t� p � f- •�, ; 1).PLATE HEIGHT 1'AT$'-0"UNLESS OTHERWISE NOTED. $).PROVIDE RADIANT HEAT IN BATH No.1. I - VERIFY LOCATION ii Z - - 7 IN FIELD w/OWNER rIT-) - �1 %- ` , ~ uX, X ^I "—' , a4 "' 2)_EXTERIOR WALILS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16' O.C.. 9)_WINDOW POSTS TO BE DBL.WALL STUDS UNLESS OTHERWISE NOTED. u, ------------------- - J 3)_EXTERIOR SHEAkTHING TO BE 5/8"THICK FIR CDX PLYWOOD. 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R1900 LAJ -_ -12^2" - .- - - -- — - jlll l -' , (SPRAY IN). 1010 I NICHE_ ( -----_ --_-- --- - � '����--��-_-^-� ' l � _ r--�----------- 4.DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE - "�-'�- - -- -t- - N a - ' , _'• - -'' + j� BLOCKING AT S'-0"O.C.AND MIDSPAN. 11).INSULATE CEILINGS WITH R30 INSULATION (SPRAY IN). N ly O -- _ -__ '"'-- -- -- -- -- - f ; i ;�, --- - - 5).PROVIDE 2-2X(10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK.BATHS ,Ltn OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS TO BE MOISTURE-RESISTANT AND GARAGE TO BE 5/$"TYPE-X SHEETROCK. .� I v 1 � V __ Ml ROLAM HEADERS.OF INC.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 1 ) SMOKE AND CO DETECTORS TO 8E INSTALLED PER NYS CODE. _ _ BENCH 18"AFF I , -- �•~ _ -- ON EACH � N �• ,f i _ u.�__-___..__._ 6).ALL EXTERIOR(OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 14).PROVIDE PRICE FOR RAMP IN GARAGE. �' ' APPLICABLE.PROVIDE DE8R1-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.PROVIDE PRICE 15).ALL EXTERIOR STAIRS TO HAVE 16"DEEP TREADS AND RAILINGS. 1 ----1 -- -- QD ALTERNATIVE FOR AUTOMATIC ROLL UP 1 ) PROVIDE 6E AT LOCATIONS.INSTALL WITH �- - �- __._._ SHUTTERS. TOP OF WATERPROOF MEMBRANE(BEHIND WALL}mm.12 6. CAT ALL TV AND COMPUTER _ -� 1 7).HARDIBACKER BOARD TO BE USED BEHIND ALL TILED SURFACES. CONDUIT FROMCONTROL UTILITIES POINT. -�-- - �.- FLOOR I- I-- CONTINUOUS 47-1 CHOLES SET BELOW SUBFLOOREEP_ TILE FLOOR min.1/4"PITCH MUD ROOM FLOOR WATERPROOF TILE FLOOR MEMBRANE 4 � - `_____________________ _ _�. �_. - J 5 TILE SETTING BED ,_% X1 H 6D 1 (3)11-7/8 ML R- 1ST. FLOOR P E PROJECT NORTH TOP OF DRAIN TO 9'-0" REUSE EXISTING HA BE min.1/2"BELOW N SCALE: 1/4" — 11 TOP OF BATH FLOOR 6'-0" 19'-4" 8'-$" CURBLESS SHOWER :w*} LIVING SPACE: 1343 SQ. FT. USE WITH S.S.TRENCH DRAIN OUTSIDE SHOWER ENTRY ,4'-0" GARAGE: 847 SQ. FT. DRAWN: MH/MS D" Pr SCALE: 1/4"=1'-0" p JOB#: zip July 10,2013 N SHEET NUMBER: EEN THE DRAWINGS,,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-� PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETW MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES F<OR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND,SHEETROCKtNG AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM WN REVISIONS: D , c 42'-0" _.. ..-----------..__-___._.._..._. ___-_. -----.- -----_ _.__- ----_----___.____. __._._...___._-_ - CIC='=-'____'='-=='_ _-__'--_=_'____'_'_'-------------------- __ __-___-----__-----_--- =--_----___- 1-25)„ I 1111 16'-2" 91-8$9 16 —2 1111 I I II11 / 1113 2'-10" 8'-1" - 1111 / 1111 1 1111 I 1111 1111 � nu CXW14 un I uu nn nu �+ O nn nu lul uu 00 un � nn I IIII II11 un (3)CXW14(3in mull) O (3)CXW14 Sin mull) ; _ (2)1-3/4X9-1/2 ML HDR. IMI I I "N (2)1-3/4X7-1/4 ML HDR. (3)2X10 DF#2 HDR. 35-5k) �� 13'-01/2" _ 1,3'-51) I NIIII _ .. H N 1 1111 till ' u. 1111 2'_ fe Ilii BED OOM No. 2 1113 B DROOM No. 1 Noll r i 11 • �;_ f d ��, BEDROOM No. 3 / ---------- A cN (3�i- /4X9-1/4 ML w/ 2 5/8"STEEL PLATE FLUSH B AM III I Illi � . _ _ . . . �� . �� . nu i N T-0' T-0" ALT.:(3)1-3/4X11-7/8 ML UPSET BEANA (2)2X8 R. 25'-41/2" (2J 2X8 HDR. ,—°„ II11 1""' 111, i =N Q Q 1111 , pco kill M I N Ill: / 1 cfl ca � 1 22'-09$ hr•l r 4 10 N N U 'Q C 4 IIII 3'WGH RAILING 8/„ 5'-6" '-5" 5'-111" CN 1l I1 A fV 1 N Illi r -------------- --- ------------- I 1 1 1 I = 1 I 1 1 1 1 1 1 r-------_-_-_-- v � 1 I 1 1 1 1 1 1 1 1 I 1 Illi I\ IIII I I 1 1 1 1 1 1 I I 1 1 1 1 1111 �, 3'-0" 3'-0" 1 1 Ln 1 1 I 1 1 1 1 I i I i L LINEN N IDN I 1 1 I 1 I 1 1 I m L I ' ♦` 1111 I I I 1 1 1 I 1 1 1 I 1 1 1 - ' ' SC1L{D-CURE DOOR 1 , 1 I 1 1 1 1 1 1 1 1 - C Q N 1 1 1 1 I I I I I I 1 1 ^ /'\ !V ~N ' _ 'till _______ w/SEATHERSTRIPPING ♦/ E \ 1 N ITI� I I S DOOR SWEEP 1 1 1 I 1 1 I 1 1 1 y\ jl ' 3'-0" . N Oi ATTIC ' 1 L r IIII 1 C:) 1 Ln 111, , r 119'-1°1/2 N O 11 nn 1 1 _ E i'V J Q ♦ ` ___-_ -___- lilt 1111 , - - - - - - - - - - - - - - - I 1 N _ _ _ •_ - ZIP. '-8 , 6 OPEN RAIL OR ' 1 I / , I , , rl O x12 1113 i HALF WALL (VIF) 11 I f ' , t DBL. ICH aY 11'1 , UTILITY ROOM BATH 5/8"TYPE-X FIRE RATED SHEETROCK IcxE BATH HA D ELD �) = v nu W SHO HEA No. 3 I X No. 2 _ 17"HIGH N U _ kill UP` C) COMMODE fV O Ill L 0 93-81/2 M 3 -5 -5 I 1 1 1 2 2X8 HDR. 2 2X8 HDR. CN ,,,, ' STAIR HALL N 1 I „- - 111: ; _ _ IIII , `�, L) I I , TOWEL BARS TW26310 {2)1-3/4X9-1/2 ML HDR. 1 ♦ TW26310 66^AFF ! i � , 12 -9 6 '-3 I �- / » f ff II11 , 1 = ♦ 1111 , .__. _ _- ..____ W , 1 a>J S ♦ IIII , __ ___ __. ..... 1 W 8'-1°1/4 �a Z w I I I I w 1 'w+U ` ♦ ,,,, HANDHELD SHOWERH D - G of U 1 ' _ I I u l w/DIVERTER CONTROL VALVE /00 ...(S.S.SLIDE MOUNT) -- -. � I ' d' „ — � ` ♦ IIII , I ATTIC ------ STAIR TO 1 _ -_- 1. - ._________ 12"x12" 1 EAST WALL -- (2)2X8 _.._.. ..___- -- -NICHE- .---- S.S.GRAB BAR / (2)2X8 __ HDR. -� VERIFY LOCATION � +' / HDR. - _ -JN FIELD i OWNER__- frJ L'O N U 2X10 DF#2 Cl 9 16"OC A MP I - NIX E_.. ' NICHE — ----_t.—___ TO OI (NON-STORAGE) D "� I T O B D A- _ - _ —� G J u D _ L00 n Ti N W ED t �V _.._..._ __ __' _ O E t 2 _ CN a STORAGE c m 8'-0"CEILING HEIGHT [OOIN CO N T O x 8).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS N m m ; 1).PLATE HEIGHT AT 8'-0'. UNLESS OTHERWISE NOTED.PROVIDE PRICE ALTERNATIVE FOR AUTOMATIC W nl 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. ROLL UP SHUTTERS. O 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 / ► O I AND 2X4 WALLS AT R13. - 00 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS ✓�✓✓/ 3'-8„ — � OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 10).INSULATE CEILINGS WITH R30 INSULATION. 3'-8" ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. BATHS (2)2X8 (2)2X8 TO HAVE MOISTURE-RESISTANT SHEETROCK. H _ _____ HDR. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE V ` r r APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 12).SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE. �- O 1 V ; v HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Ch w , , W 13).PROVIDE CAT 6E AT ALL TV AND COMPUTER LOCATIONS.INSTALL WITH th w Z' 'a Z w p 6).HARDIBACKER BOARD TO BE USED BEHIND ALL TILED SURFACES. CONDUIT FROMCONTROL UTILITIES POINT. .� I g H V 1 U 7).PROVIDE RADIANT HEAT IN BATH No.2 AND 3. 14).ROUGH W PIPING FOR SPRINKLERS IN ATTIC. d 1 (2)2X8 HDR. ' `v L77=44-77 Z- 6zzz=77111I J TW304fi S 12'-0" 22°-°°° PROJECT NORTH 2ND. FLOOR PLAN LIVING SPACE: COSI SQ E STORAGE: 688 SQ. F '_4 21 4" 11 -4 N SCALE: 1/4" = 1' DRAWN: MH!MS ��:��u�• ; SCALE: July 10,2013 SHEET NUMBER: WINVGS THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWN ERLS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT ANY DISCREPANCIES BETWEEN THE DRA AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNS MANUFACTURER'S WARRANTY REVISIONS: STORM WATER MANAGEMENT DETAILS h N.T.S. D c UG T ERS DOWNSPOUTS DRAIN PIPE GUTTER 512E ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4"SLOPE GPM (INCH) 0 IAA SLOPE p 1/e"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 3 340 480 2 1088 46 3 1644 66 2320 96 4 720 1020 2-1/2 1974 92 4 3760 156 5300 220 5 1250 1760 3 3220 134 5 fi660 276 9440 392 - I , 6 1920 2720 4 6920 296 6 10700 444 15100 628 1 12 QQ� j t G� I , Ii ti 1 • N O I 1 I I ' Q (V GEN ERAL• - DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A ._:_'.__.____._.__.__._____. _- _ ,•_.__-...__.__..........___ _._. ..._.____ __.__..___....._ __ _..__ __.__.__._..________.ry i 1 I SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL I ' OR FLOObINGOFGROUNDWATER, it SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. 4 I2 DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION _ `2+ -- C WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL �'�p SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. , I ' 1 THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH TO BE INSTALLED DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOUS. WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY ;SOLAR PANELS(VLF) OGEE GUTTER-STANDARD 5" , + ; 1 I � ; ; AND HOOKED UP ; ; ���..••fff...��� NOTES: CONSTRUCTION: - 1).EXECUTION: FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE ' - _-- ' ' ' 2).PREPARATION: CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS "` -' ' C A),CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. FROM COMPACTING THE SUBGRADE SOILS,DURING DRY WELL CONSTRUCTION, I2 I W B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR PRECAUTIONS SHOULD BETAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION I H E" ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE ' ' ' Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD 1 ' M ' I METALS WITH PROTECTIVE BACKING PAINT. BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL N 1 1 ] TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, , l I� I 3.INSTALLATION: DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION — A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS ' ' ' 1 A H 1 1 I I r , 1 1 I I t l �P� , I 2).SHEET METAL]DIN LENGTHS WITH WATERTIGHT JOINTS. DELAYED CONSTRUCTION EMPHASIS THE NEED.AS DESCRIBED ABOVE,TO CORDON a),COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT ACCESSORIES. AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, aF B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE CONNECTORS. UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ? 12 ~� 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 1 E �J' I/2�7 a G THE ' ' __ _ _ —_._._.._..�.�. _ �� —�_._....J, ._.�_—.__.—_-� CONNECTION WATERTIGHT. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBIN SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY _ ' 4).PROTECTION: AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND A),PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. DRAINAGE AREA STABILIZED. O B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS ' ' 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE COMPLETION. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE t' V ' INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND __ __ __ ' ' ' ' 1 1 1 SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT ' ' ' BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA ' IS COMPLETED AND THE DRAINAGE AREA STABILIZED. ' I ' ' . ______. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT; 1 , V� I I : 1 I I I ! i t ��� 1 1 AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF DF#2 RR __ RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. @16 ._.._.__.__ ..-- .__...__.._ __._._..._._ - .._...____... _._- -_-_ THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH --- CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER I { I I i i I PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES 12 THAT CAN ENTER THE DRY WELL. 14 �j-� 2 l !'2XSRRfalS"OC 10 ---.--____ 7 1 1 , 1 , 1 , I I I 1 • ] W 12 I I r 4 , ROOF AREA: 3016 SQ. FT. t ' 1 , THS r�'1 AT 100% WATER RUNOFF: 504 CU. FT. O � (2" :__.--_.-_-__.__-_-_::--=________:__:_____�,_.- �- __�_�-._.� (2" RAIN / HR.) I , I DRY WELLS TO BE 10'MIN. " ______________ AWRY FROM HOUSE PROVIDE (4) 8' DIA. X 3' DEEP DRYWELLS ! 8'X3' DRYWELL CAPACITY: 126 CU, FT. ea. [ I I I 1 , 2X10 r)F#2 RR 016-OC 12 i ; r2J = 12 �`r61 00 12 �O,c 4 II 11 m „ I , II 2 2X10DF#`2RR"__.__... (2)2X10 DF�2 RR ( ) cf) III I i t 1 1 I I CV Cn LL\ u 1 I i 12 3 1 i , O l"') Cl 15 3 f I I 2X10 DF#2 RR n16"OC 4' D W , 3 31 II00 bo + i 1 1 k l 0 11 " r I k 1 ! 1 1 1 1 ! I I 1 1 U00 1).INSTALL 2X6 DF=#2 COLLAR TIES AT 48"O.C.- 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING r4 G MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. RR W , f li t 1 1 0 2).ALL PLATES SHAILL BE BOLTED TO RAFTERS W 2 ITH 1/2"DIA.GALV1N12ED UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE LAG SCREWS WI'ITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING 15 i t I I 12 2X1O DF#2 RR i ; COMPLETE. 4,15 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. + 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. +/ 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT C J DIRECTLY TO THE DECK ALONG EAVES. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. w I , USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT E.y ^�P 12 ; 5). USE 30#FELT UINDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CUTTING INTO SHINGLE SURFACE. 2 1/8 D 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. V 9).REVIEW SOLAR PANELS WITH INSTALLER PRIOR TO CONSTRUCTION.INSTALL X10 DF#2 RR +/ 0 (2)2X10 DF#2 RR _�2)2 __.__.__ ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS ADDITIONAL FLASHING/UNDERLAYMENT AS REQUIRED BY MANUFACTURER. WITH ROOF A11ND SIDE WALLS(TYPICAL). Lrj BLKG. 7-1/4" FASCIA 11 I I , I 12 TOP O F 12 2X10 DF#2 RR la116"OC ; ; i ± CE N WINDOW BEAD BOARD , I I1 _ _. __--------`---- _- =====v-=J-`=-------- - _-_--_--.:-_=.:_-���=_t_=_-�=___:_.:_��._�_�, ROOF P+ ' � I W PROJECT NORTH � 1X2 FR. BD. SOFFIT _---- -- -- -- - - .1 = 1 um Q SCALE: 1/4 1 VENT SOFFIT DETAIL SCALE: I " — r2 _dt : '4 r DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: e. July 10,2013 SHEET NUMBER: F ANY D15CREPANCIES BETWEEN THE DRAWING5S,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS IFOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OBUILDING AND SITE CLEARANCES;FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIORTO INSULATING ANlD SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING REVISIONS: O I 1-3/4X11-7/8 ML RIDGE CSC TO PROVIDE ALTERNATIVE PRICE FOR AUTOMATIC ROLL UP SHUTTERS 2X10 DF#2 RR @16"OC • / / i 4" 3/4"SHTG. - - • © r1 I DBL,2X10 DF#2 CJ @16"OC '1 (3) 9-1/4 ML w/ I I l I 1 (2)5I8"STEEL z O 1 . � 13 13 ®TAINLESS STEEL PLATE BEAM #10 OR GALVANIZED I I I WOOD SCREWS W/ WASHERS+@ 12"O,C. II Ir I [T� ` I I TTTI I I I 1 I I Do I 12"O.C. , Ix Ill ( I I � ti , 12" � I I ► I I I _ f - ' 2X10 RIDGE ^ ' • t \ l (4PLATESLSTEEL (2)FLUSH BEAM2k 8 -- iG/ / I 1/2"APA RATED SHEATHING I I / I I �� 3/4"SUBFLOOR OVER 14"TJ1230 @16"OC �' 2 VA Ley W MQ GRADE PLYWOOD 1 ] (ALTERNATVE;7/16"O.S.B.) / / 2 6 16'OC J 112"APA RATED SHEATHING — - - — I GRADE PLYWOOD v l • ) d• I I (ALTERNATIVIVE:7/16"O.S.B.) #10 STAINLESS STEEL OR GALVANIZED O 4 W a WOOD SCREWS W/ '1 / ( \ ` If { f , / RAISE HOUSE � U WASHERS 12"O.C. �• f j " wlNDow SILL16 WINDOW OPENING 16 lE (LESS S THAN 4'-0X8'-0" OPENING ( s ) • I - I i , I - I NEWF .E . 67- F L 11 ' - EX.FJ [EX.FJ 4 SUBFLOO El 115/4"DECKING SASQ ` - 2X8 QFr#2 @12 OC 2X6 ACQ DJ I6"0C TYPICAL DOOR OPENING - - — - - EXtSTING GIRDER EXISTING GIRDER e. (LESS THAN 4'-0X8'-0"OPENING) (2)7-1/4 ML w/3/4"STEEL . ,,; (3)2X8 ACQ ,a a PLATE FLUSH BEAM 714GIRDER a,•. "4' REPLACE EXISTING COLUM REPLACE EXISTING COLUMN ♦ 12"dia. °�•' w/4"STEEL COLUMN 8"PC WALL:•� CONC.PIER w/4"STEEL COLUMN 4X4X1/4"STEEL r• , r~ •�. I 30"X30"X12"CONC.FTG. COLUMN 30"X3UNI2"CONC.FTG. 2"COINC.SLAB a: •-� •° ° ` NEW SLAB:EL.6.I7'_ _ _ _ EX.CONC.BLK. ---- +" X24" REMOVE EX.SLAB.BUILD UP 24'X24"Xl WALL CONC.FTG. '^ HEIGHT 2',POUR NEW 4'SLAB. V 1 24"OC 4" ALL FOOTINGS TO REST ON W — _ — - UNDISTURBED SOIL(951/6) - -- EX.SLAB:EL.4.17'- -- ---------- r pr •' Q W • / • �4" 12"THICK CONIC.FTG. #5 REBAR @12"OC em. GROUND WATER:EL.2.0'- - — - -- .�. .__,..._._._ _ - - - - _ _..__ - -�... _ __ _ SECTION A-A II I I 3/4"APA PLYWOOD O / SHEATHING C4 W • I �1� l i l I I� {• I I I I �� • ' I f �1 1 en ti ' i J l i ti l x I I I I I I •' I I I I �t @16 L RIDG h 2X10 DF#2 CJ @16"OC U m \JD Ln f I #10 STAINLESS STEEL , I t I I } 1 I I j I t I I OR GALVANIZED 111 1 y •�l ,♦ W �✓ WOOD SCREWS W/ ' __ � ( � � WASHERS @ 12"D.C. ' � I1�jA i'' D I MULTIPLE PLYWOOD ASSEMBLIES 0 2-2X4 DF#2 STUDS CONNECTED I ' TOGETHER WITH STAINLESS STEEL Do OR GALVINIZED BOLTS W/WASHERS AND NUTS(o?2'-0"O.C. TYPICAL MULTIPLE OPENINGS ' � � 2x�o (MORE THAN 4'-0X8'-0"OPENING) DF#2 Rl�@16"OC ~ 4"SUB IR 3 In Lid I 2X12 DF#2 @16"OC U) 14"T11560 FJ @l2"OC (3)1-3/4X14 ML w/ (3)1-3/4X14 ML w/ 4d (2)3/4 STEEL PLATE (2)3/4 STEEL PLATE .__ --�- FLUSH BEAM FLUSH BEAM -' [_ s 13 o ► d Ld 5/8"FIRE-RATED SHEETROCK p ON WALLS AND CEILING 00 WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �_ I ��, 94 ING IMPACT GLAZING - I5 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT US ) 00 ` _ �- =- I I I `...... DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 RAISE HOUSE WINDBORNE DE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO VER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL 15 (VIF) - CO E APPLICABLE. CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE — — _ --- -=- - ---- -------- --" -' ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS, SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. —�— — —��—� HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. FIN.SLAB:8.91' " ,. 4"CONC.SLAB,REINFORCED y 8..PC WALL• :�' ,*e��a�"'��" • :- .ti y-t " DRAWN: MH/MS I .'► `'a SCALE: 1/4"=1'-0" •� "� `�� , - - - - JOB#: 16"X8"CONC.FTG. SECTION B - Ov a K +�` _�:�.;.�;,,M; � July 10,2013 (2)#5 REBAR S = 1' SHEET NUMBER: SCALE: 1/4" GROUND WATER:2.0' - - — - -_ - _ - -.. _ ---. - A�9 PAINTER TO PRIME AND PAINT ALL DOOR EDGE TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,'THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION OI E CCtAJIJC�fEl�1t'i# WOAT�:-CbNTRACT�R SHALL VERIFY ALL GENERAL CflNTi tfTOR TCf CC30RDINATE MEETING WITH OWNERS FG)R?.PPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FCOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM REVISIONS: BATH No.2 $ATH No.3 -3/4X11-7/8 ML RIDGE 3 3 - ] 1/4 1 1/2 — - _ _ — SOLAR PANELS TO 2X6 CT 8"bC l 1/4 i 1/4 1 1/4 1]/4 1 1/2 BE INSTALLED AND -- HOOKED UP(TYP.) a LAV. IAV. LAV. W.C. W.C. QC` BATH SHO ER QF'� FL--- 1p �ti0 ti 23 C.O. I 3 11/41) 2 1 114 1 1/4 C.O. (3)1.3/4X9-1/4 ML 3 3 w/(2)5/8"STEEL PLATE 3/4"SHTG. MASTER BATH LAUNDRY ROOM U _ _ 2X10 DF#2 CJ @16"O DBIL.2XID DF#2 CJ @16"O HALF BATH TCHEN ~•J 11/4 11/4 11/41 11/20 1 1/4R*;Ef ��® U 1 1/4 a LAV SINK L - / W.C. ` W W.M. D.W. 13 O F.A.I. SHOWER 00 � r 1 1/2 1 1/4 3 2 OG (4)1-3/4X14 ML w/ O ' 2k&Dp O� C.O. 2 1 1/2( 3 1 i/4 I C.O. COI 2 I C.O. apo#2 RR @�6 (4)1-3/4X14 ML w/ (3) 3/4"STEEL PLATE , #2 RR 171 3 3 3 2X 3/4"SUBFLOOR (3)1"STEEL PLATE 2X6 C1 16"OC 2X6 CJ 16"OC U 3 14"TJ1230 WOOD-1 FJ @16"OC 14 TJ1230 WOOD-1 FJ @16"OC (3) 4 2X10 DF#2 (3)2X10 DF#2 1� GIRDER O SLOPE" 1/4" PER FOOT PITCH TO DRAIN GIRDER ' TO APROVED ' ' 10X10 FG � � j••) 4"C.I. SEPTIC SYSTEM 10X10 FG COLUMN TRAP HOUSEE O COLUMN i i CA 6X6 ACQ I 6X6 ACQ POST 00 POST PLUMBING SCHEMATIC RAISE HOUSE N.T.S. 16" (VLF) _ - _ _ ' ' _ - „ Ex.FJ � 1 ' 2X AC DJ l6 OC 2X8 DF#2 @12"OC 4"CONC.SLAB,REINFORCED(TYP.) (3)2X8 ACQ EX.CONC.BLK. •� 2X6 ACQ SILL PLATE FOUNDATION •. v TERMITE SHIELD GIRDER a:•� FG SILL SEAL , COMPACTED FILL 4 .••a• 12"dia.CONC. 4�'• PIER .a° NEW 2"CONC.SLAB 2"°CONC.SLAB — _ - — 24"X24"X12" 16"XS"CONC.FTG. CONC. FTG. (2)#5 REBAR con O SECTION C—C +.a ou SCALE: 1/4" = 1" p u U GROUNDWATER:EL 2.0'— - - -3/4X11-7/ __ __ _ _ _ __.. _ _ W.• ML RIDGE SOLAR PALNELS TO BE INSTALLLED AND 2XIS CT 16"O -- - — - — HOOKED IUP"P.) 'Les' 1-3/011-7/8 ML RIDGE c, d C0 PLATE 2X1D DF#2 ;r! RR @16"0C 0 mco a� (2)2X10 (2)2X10 ° s� 3/4"SHTG. DF#2 DBL.2X10 DF#2 CJ @16"O DF#2 v o ;J - — 2X10 DF#2 CJ @16-OC Ln u �5 2X10 DF#2 CJ @16"O i1. wC� rn O N �r ® C)13 In U +� O N 00 r r r r 2Xa0� 2p0. 3/41"SUBFLOOR ,' , r 3/4"SUBFLOOR - - - - --- 2X6 DF#2 CJ RIGOC 14"T11230 WOOD-1 FJ @12"bC14"T11230 WOOD-1 FJ @16"OC I I W m 14"TJ1560 WOOD-1 FJ @12"OC (3)2XiD DF#2 GIRDER u uH r , 0 10X10 FG [31 00 ®a ® 5/8"TYPE-X FIRE RATED th " COLUMN SHEETROCK ON r � O i ' 6X6 ACQ ' ` WALLS AND CEILING ' ' POST ' ' Fm I (~ It � r3 4"SUBFlOOR r � NEW FIN.FLOOR:EL.11.67'_ _ EXISTING FLOOR 2X8 DF#2 @16"O g, A J XISTING FLOOR EX.GIRDER RAISE HOUSE I (3)1-3/4X7-1/4 ML 2X6 ACQ PLATE " ,�a (3)2X8 ACQ w/(2) 5/8"STEEL TERMITE SHIELD ,:► 16 (VIF) GIRDER GIRDER SILL SEAL ° ,..a. p•.•� EX.CONC.BLK. ', 4"CONC.SLAB (REINFORCED_ • 12"dia.CONC. a•' EX.CONC.IBLK. 4X4X1/4" FOUNDATION 8"PC WALL '�� 8"PC WALL FOUNDATIION ss O PIER EXISTING TUBE STEEL 2"CONC.SLAB d, �• jF LALLY COLUMN COLUMN v r e...• Na 16"X8"CONC.FTG. 16"X8"CONC.FTG. '' 24°X24"X12" REMOVE EX SLAB-BUILD UP 24"X2 FTG. HEIGHT 2',POUR NEW a SLAB. (2)#5 REBAR (2)#5 REBAR :tY. CONC ALL FOOTINGS TO REST ON UND----ISTURBED SOIL(95%) ------_„_______ +p -------------------- --- °. d �` <, �;,. DRAWN: MH MS _ j.+:;?`` SCALE: 4'-6"X4'-6"X1'-0"CONC.FTG. _ - _ (5)#5 REBAR EACH WAY - ____.--_ � _,....�-. - ..._ _ _ - -.__ _ _ _.,.�.�= � � �; - July OB0,.2013 GROUND WATER:EL.2.0'— _____-__-- _---_... - .._._._ -___ ___ _..... -- --- _ _ --�- .,_ ...._ �- _,__ _ -- __.. _._._ -,_.---_ _ - - — ---- - —__ _. � SHEET NUMBER SECTION D—D. SCALE: 1/4 - 1 -0 REVISIONS: NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE WINDOWS AND DOORS: INSULATED TO THE SAME R-VALUE AS A (FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. R StheO ' ''a r" . s' 43 1). INSULATE HEADER UNCONDITIONED BASEMENTS: Am Awn 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 0 3 . SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. Ce ianc . .. ' cBEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, . . .. WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME FRAMING: AND VOID THE WARRANTY. SEALING BAND JOISTS DURING CONSTRLUCTION: H PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO TOLE PLATE WHEN ASSEMBLING FRAMING. abe 2 . APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. az MO � � � se SEALING PENETRATIONS: ) U ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Z i�:: ` 8E SEALED. 4). CAULK OR USE ADHESIVE BETWEEN [:DRYWALL AND TOE PLATE. � a � a C0116MMUM. 7)W, F SEALING BAND JOISTS AFTER FRAMING ((ALTERNATE METHOD): } 1 % RECESSED LIGHTS: 9 �Q RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIIDE OF BATTS IN FLOOR JOISTS, ALONG O CONTACT '!C" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WIITH SILL PLATE. U co C ) INCLUDE GASKETS ON THE TRIM RINGS OROTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: "' .. ; of j _ Z THIS REQUIREMENT CAN ALSO 1 . FULL INSULATE JOIST CAVITIES. W ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. Q ) INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITFH WIRE RODS. ~ BE SATISFIED BY INS H OM �' P ►-� SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: Q IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER , � ` FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVIITY. ` " MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARITITION WALLS: .' HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING ATI- 48" O.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF-THE BOTTOM PLATE FOR BASEBOARD TRIM. " =1 'XI LWI 11 3711 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD)TO TOP AND BOTTOM PLATES. C , 12 u:, PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER(CONTINUOUS. HEATING VENTILATION AND AIR-CONDITIONING (HVAC( EXTERIOR CANTILEVER FLOOR WITH INITERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH-THE BLOCKING AND THE SUBFLOOR. k HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL IENOUGH TO PREVENT WINDWASHING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. O C) HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE O 42 THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. �, ,� U ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERALwall _ O ; 76 MINIMUM EFFICIENCY STANDAR ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUEBFLOOR PENETRATIONS ABOVE GARAGE WMA" -' W F .. HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING ANO DRYWALL TO KEEP OUTSIDE AIR FROM '� , L� - ' CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. FOR HEATING AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGHi BLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTFERIOR AIR BARRIER TO THOROUGHLY : 2218 :G""am 661 LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REEDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO .." I��. PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE PROPPED SOFFIT ON INTERIOR WALL: HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT �` '�" " HUMIDITY o TEMPERATURE. TOP PLATES. Fri' ' r+ ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN 45 M CArVENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: FW Opopq° N T THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. GRAVITY-DRIVEN DAMPERS A 1). SEA!ALL PENETRATIONS THROUGH THE AIR BARRIER. T 2). HANG DRYWALL OR OTHER AIR BAFRRIER ON THE WALLS AND CEILING BEFORE o DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTI'ILITY CHASES. WWI Ile z TION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN DUCT AND PIPE INSULA Q 3). SEA!AIR BARRIER JOINTS INSIDE THIE SOFFIT OR CHASE. -� UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE ,. s: ! 10 � � � R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS )• 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 LOCATED INSIDE ch ` MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE O PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WAI I L PLATE USE INSULATION BAFFLES. `" ~ IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. 4 N o W �-- R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTCERS AND FLOOR JOISTS ABOVE EXTERIOR -- TE. low-Toe DUCT SEALING: INS DUCT DUCT SEALING IS REQUIRED ON 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 [TTS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. W MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. u u TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: 0 UL 18113 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONITACT WITH ALL WALL STUDS, PLATES, SHEATHING Ln Ln SEALING. AND DRYWALL. IN CEILING AND FLOOFRS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. INSTALL 2" SPRAY FOAM w/ BATT INSULATION WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: AT WALLS AND CEILING WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE BE SPILT AROUNID WIRES AND SMALL PIPES; CUT AROUND d WITH ALL HVAC AND W Q INSULATION SHOULD TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND 1 OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INISULATION TO GET 1T TO FIT. REDUCED MOISTURE: � U EVERY BATHROOM l5 TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: ACTUALLY WORKS: USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT D R DOCUMENTATION FIBERGLASS BATTSS, AND RIGID FOAM INSULATION MUST BE THE FAN ACTUA FACE O AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS AIRE VISIBLE TO THE BUILDING INSPECTOR. IF THERE IS A GAS RANGE. ACCESS OPENINGS: ` VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWIsV STAIRS, etc. MUST BE INSULATED TO THE H ASHRAE STANDARD 62-2003 AND MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH SAME R-VALUE AS THE SURROUNDING AREA. WO' xj THE REQUIREMENTS CONTAINED 1N NYS CODES FOR DETERMINING MECHANICAL ' , VENTILATION RATES. CATHEDRAL CEILINGS: 5.. TIS KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. ��F : ..* INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN RAF-ITERS OVER WALL PLATE. WUL f y � �. � DRAWN: MH/MS +* fir:. SCALE: 1/4"=V-0" July 10,2013 SHEET NUMBER: BETWEEN THE DRAWIMlGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERZS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES ITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC.PLUMBING,AND HVAC PRIOR TO INSULATING A4ND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM NE MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND COND REVISIONS: - INTERIOR TRIM NOTES: 4.5"PRIMED CEILING TRIM AT 2ND.. FLOOR CASING WINDSOR ONE TO BE PRICED SEPERLATLY WOCMO05 4-9/16"CROWN ]). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT 3/4"THICK BIRCH --�"r 12RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER WINDSOR ONE WONCd01 SHELVING ALL CORNERS. HEA ER CAP 1-1/6"PRIMED 3/4"PRIMED 2). ATTACH THE WORK SECURELY IN PLACE. COVSTOOL "PRI IX654S 1/4'X3/4"BEADED PRIMEDTRIM SHELF EDGING .a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET •. ' WINDSOR ONE n001 NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE STOP 4.5"CASING NATURAL FINISH (IF ANY). ® ' 1X3 BIRCH CLEAT Ib). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- (SIDES&BACK) INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 82" TO TOP OF ® FINISHED FLOOR ® 4.5"PRIMED 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY ® CASINGcoo GRADE SPECIFIED. a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK ® 16„ 1.18"PRIMED ..-- _ _. CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID O 1X6 PRIMED BACKBAND 3/4"THICK BIRCH NECK BASE 3/4-PRIMED SHELVING / INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. COVE b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 1/4)(3/4"BEADED SHELF EDGING 4)., PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): �a 1-5/8°DIA. a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES FIR POLE WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS Q _ WAINSCOAT CAP THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF WOWCO03 1X3 BIRCH CLEAT (SIDES&BACK) CRACKS. 66"TO TOP OF INTERIOR DOOR �- FIN41SHED FLOOR � F ® TRUSTILE TS4000, 1-3/4"THICK 3S"CASING . : • ® DOOR LAOCKS TO BE SCHLAGE 0 A-SERIES ADA LEVERS (FLAIR STYLE) 1� .� TYPICAL CLOSET SHELVING ® WINDSOR C6 +�'ql,�'',y� WAINSCOTTINGIX6 GCBJ�: "i..lrLTS HOUSE �� INISH.�SCHEDULE R00ft FI4t AUS: cElUNG: I MAR":. DETAIL N o. 1 ATE CUTOFFS fFAUC 6 I WA-fE1R 181 5,.VALVES. )TO. HAVE: UNFINISHED ! CONTROL ONLY AEC D � � FLOOR NOTES: SP ' C . BASEMENT CONCRETE >iJ; FIROSHED UNFINISHED A'IR PaIMTCH AS '.I&E EXECUTION: APPLICAkTION CONTINUED: AMW%TEr R CUTOFFS(FMX * A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND L14GHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. - WATM'MRS,VALVES. )To, COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH `VE L 'CON,TROL ONLY PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, ' TRIO Gypsum GYPSUK£RC%N. IX6 T&Cj V"J V=D AT WALL 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREA4TED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. W 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT'PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP BACK HALL. �- �I�� � ..F�+i. GYPSUM �'P'sicC�C 'm I T VJ WOOD AT WALLS SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINUED. ow 2).IF UNIDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF ` � hAPElfTE ' APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR 2 W`HM 0 . > Gym PS CROS � O B}.COORDINATION OF WORK: PAINTf, 'CLFN1 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND iAPPEARANCE. tIONGROOM, 2-1/f WHfTE OACCL P#4- >iMka.*Apwm :cftow" U COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICAITION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY STAIR 1I El4IAILTONNE SI �a'�P �[ ���°� �� N P � ION '� � H USE OF COMPATIBLE PRIMERS. OR OTHIER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. �� �"WOOD.P Al.'{� E�i€�E, "D�`�C�`.L�LFE�'���'` � �OT � U ING ROOM 2-2/V WHITE OPJ,QE..EES: GYPS4MN1+1' IGS,aD'RI[" h�+� C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN lN SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFIACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM 'MASTER�E�BEDROOM � � ��� CL FIN- Gypsumpsum GYf SW CROWN CUSTOM��gLT THICKNEESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. SETS' 24/v WNW 2S a-FK ` APPLICATION: UNY ROOM mwazo : GYPSUM GYpstm aIQwN A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL OF SURFACES TO BE PAINTED. WORK IIS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. �G I:ETIP I:��BCOUNTERTOP,6JEE�PE'f�,LPP R �� CABflNL ' LLSIZE B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED Q.BLOCK FFILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE GYP,�U TO CICRA" R.AND TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. KITCHEN. TERRAZZO �lP�fa�41i?�4VWld� ��` `��°� TILE,BACIMPLASH REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO STRACSE DRAWERS IN C14EN ENSURE USE OF COMPATIBLE PRIMERS. M).PRIME I COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE MOM OR MSM" ` 44 F6XTtV!DISHWASHER., ,, C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. OF SUCTION SPOTS OR PANTRY Z- LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOATi PRIMED AND SEALED SURFACES WHERE EVIDENCEIITiE0, CL :: GYPSUM GYPSUM C4 SE OF SIZE OR WEIGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO �PLE XP GMUM PUS�MP42-1h'�'`1�PSW 94K4OMNC / � N W IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE �Ip THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION BURN-TFHROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. CAP ,IC, oti AND PAINTING. fl-lJk ITI-$ 3C TLS l �t�Yer L BERN wWr u 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMEMITED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TOaSTCE G PROVID)E A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. � �` " � � AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS.RUNS, L. 0 U D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,RtOPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. MTCH tx" �fEIP°V �' TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CH��a���������� w V SPECIFIED. O).TRANSbPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- PW WLE XP' GYPSUM PU�'�f 3+ R '� ADJ -TABLE HEIGHT GRAB p ;Z7 00 :�' \ CONDITION AND ASS �c 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOITH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, ;1� I,T 1 "Z T ; �� ' " "COUW `I' \ 2).CEMENTITIflUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND CLOUD)INESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR SEE'7. E ,E. $ ,�E ✓ PEELS 7H ►'rIE3RE$ RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHERt SURFACE IMPERFECTIONS. CEMENT SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE;ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE VMI P TUcn SURFACE PREPARATION. TEXTURRE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN �ISF "' U � .r 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURZES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. ' SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED GARAGE CONCRETE TAPE-�1�� f �'�)t� TYP�� E �� ��'L RAMP�H� �1 �! EXPOSED TO VIEW SMOOTH AND DUST OFF. CLEANIING AND PROTECTING: SHEETROCK W a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COATS TA WK oo TIS,.PAINTED T�`PE-K R RATED' �F OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING A).AT THEE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER SHEE�I� SH�cy,G Rovm PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES DISCARIDED PAINT MATERIALS FROM PROJECT SITE. WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. C�EDH 5`� 4��DFC,19�*iG � $X T> VJ.lE,�wCB STAIRS TO HANDRAILS b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. BPROTECTE [ EI H WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE 51140 T AHOGA. I"�" LTG E STAIRS TO HAW HANDRAILS' PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACKSIDES OF WOOD,INCLUDING FROM FPAINTING), .CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND CABINETS,COUNTERS,CASES AND PANELING. C).IF TRANSPARENT FINISH 15 REQUIRED,BACKPRIME WITH SPAR VARNISH. REPAIN'FTING A5 APPROVED BY ARCHITECT AND OWNER. AU d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, Q.PROVICDE"WFf PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER ATE ,VA EES�� O OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. COMPLLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS 4Tt BIBS,CALTES, N TO V HEtEVER CONTROL ONLY O e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY PROVIEDED BY OTHERS TO PROTECT THEIR WORK COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. STAIR HALL 2-114m WHITE O141�' Cl-Pft. GYPSUM GYPWA&.C'IO RAW CAT ST'S � 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 1).AfTEER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MIL!SCALE,AND OTHER FOREIGN DAMAAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES CLOSETS 2-1/Ar?�1'$ ,+ icy i',.�';:;P C+�` GYPSUM, SUBSTANCES.USE SOLVENT OR BEDROOM MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECCIFIED IN PDCA Pl. SSPC'S(EHE SOCIETY FOR PROTECTIVE COATINGS) RECOMMENDATION. ��� �-�'�'"�►�`�' *�E -€ ��� -Gypsums � a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN INTERROR PAINT SCHEDULE: 41V CROWNBEDROOMN DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT U1M BOARD ALES : 6 Z Z_1.4-WNTE O C E� GYPSL M' � MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. A) ACRtYLIC FINISH COATS OVER A PRIMER. C4:1 f Z-$' WNW CL.PIN.. GYP M. GY M 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPE F'ROLEUM-BASED ) a).FPRIMER:INTERIOR GYPSUM BOARD PRIMER. BEO� No. 3. 24/C. -� �WHITE � SOLVENTS 50 SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE E� GYPSUM � FF PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b). INISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. � Z-2/lr WWFE :._L Pte. GYPS��Yrr?G. � C110" MECHANICAL METHODS. B).GYPSUIM BOARD(CEILING): STORAGEt�`GARAGE) �fII�tSI'IELb.�.� GY��2.4 M �� � E).MATERIAL PREPARATION: 1).ACRZYLIC FINISH:TWO FINISH COATS OVER A PRIMER. �Ted PAINTED' 1),MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a).FPRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- "STA Rik OPEN I L'014E SIDE G'�6!3Ui�►h LR��SH� � CGL055 ALKYD-ENAMEL FINISHES. FREE OF FOREIGN MATERIALS AND RESIDUE. b}.FFINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. A41SCIG 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. lA XP GYPSUM � STIR AS MATERIAL REQUIBE DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL. BATH Nom-2 12X-J'Z TILE DW/M= G Q B, R,W/ IN CAPPING, WALL PSE IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. Q.FERRO)US METAL: SHOWER,,PANASONIC.H 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. RESISTANCE DAY� REK UST Fa F}.EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, a).FPRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. 1 ) E,1fS�STI ', fi11C1@ .FESC# T GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b).FFINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. CT TOLE t' COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO SKEET . Si-I1'..CEE1 * C �MW�.lQSC Ilt !rI MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D}.ZINC-(COATED METAL: LEPLE P E�+uYP {� G WAP +f1�4• 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. �� � � � 1),PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR CSG,C� �NI PEELS OF EQUIPMENT,PAINT SURFACES a).FPRIMER:INTERIOR ZINC-COATED METAL PRIMER. ' ` $2JCl, EXPOSED SURFACES.BEFORE FINAL INSTALLATIONQ C'�I SHOWER, EXHAUSTFAN � x b).FFINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. RESISTANCE MOLD RESISTANCE ��PJ�N� LIC �' � BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. ' DRAWN: MH/PvIS 2).PAINT INTERIOR SURFACES Of DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT �ESkE-RESISTANT ISI STT " ` SCALE: 1/4"=1'-0" WHERE VISIBLE THROUGH REGISTERS OR GRILLES. INTERIIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: a2 � T z u �, JOB#: 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. A).STAIW-VARNISH FINISH: (USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS ''T T�CJF STAB July 10,2013 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE NOT FFACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER A SEALER COAT ISH PiPII*FG. F TRE O SHEET NUMBER: AND 1'1NTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN. EXTERIOR FACES. d4TTIC �.t" fLSE fiNF�a15} L'+P1:' - L�fidf .g31=� I= SkIE� F3PROWR FUTURE VARINC W1 CkE 'Iv96li 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED 1).FILLLER COAT:OPEN-GRAIN WOOD FILLER. CASEWORK TO MATCH EXTERIOR. 2).STRAIN COAT:INTERIOR WOOD STAIN. PUELL 3).SEMLER COAT:CLEAR SANDING SEALER. � � � A- 12 4).FIMIISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN VAkRNISH. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS �. • RAFTER WALL STUD ENDWALL CRIPPLE STUD •• , BOTTOM PLATE o .• . 0 • RIDGE LEDGER BATHTUB • HEADER : DOUBLE JOIST • w • • w SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 157. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI 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 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO) EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE �26- L526 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 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 IEACH CRIPPLE STUD LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICIKET AT TOP-SIDE OF VENTILATION CHANNEL � Q CHIMINEY AS REQUIRED RIM BOARD RAFTER WALL SHEATHING :• RAFTERS ,y U SILL PLATE(S) MAINTAIN VENTILATION WOOD JOIST � ' . • ' + • � • ' ' � • ,� SIDE'WALL FLASHING BLOCKING E " FOUNDATION - - ` TOP PLATE FINISH WALL AND MOISTURE �` 2x4 LEDGER BLOC KING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A O U STAPPING TO BE ATTAC HED TO WALL STUDS ®48"OC FASC,IA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - E-I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA S GUTTER M� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. � SHALL BE COVERED WITH CORROSION- ONTIN. SCRPEENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EX(T. PLYWOOD ON ALL OPENINGS �.� PROVIDE HEMMED EDGE AT OPENINGS OF 1/+ INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTIC 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTIION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS / 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER] SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS .' , ON ALL OPENINGS . ,' KEEFP ROOFING NAILS OUT OF FFLASHING 2ND. FLOOR WALL V ' ROC)JFING LAPS BASE FLAISHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNMER SHINGLES AT MATERIAL S ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST M•T� 01 TOP PLATE GIRDER/HEADERlo .0o [U- C u SIDE WALL FLASHING WOOD JOIST rC) U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO1�j FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" 8" LSTA36 1-1/4"x36" 18go. 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 - DST FOL ON ALL OPENINGS CONNECT EACH RIDGE VENT FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 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 INSTALL 4'0" O.C. CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" - 16 MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 0 DBL. SILL PLATE TERMITE SHIELD , �— SUBFLOOR m N a SILL GASKET WOOD JOISTS � x -. aui ' NEOPRENE - o r�+ 2 CONC. SLAB GASKET -� ' 2x6 /2x8 CONTINUOUS WOOD PLATE ami a TYP. CONC. FOUNDATION /� , , x o u DAMPPROOF EXTERIOR 6 MIL. POLY Vs - - ' I BOLTED TO STEEL BEAM WITH O r' V GRANULAR FILL 6MIL POLY ON EXTERIOR ' �'� ry < s V < STEEL COLUMN ' ' ' ' � `� ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. � � � � A • 4 ( • 4 b, +� o ROOF JAC K ��� ��� �� �� STEEL BEAM d v CONC. SLAB ' � ° V b C, '!a ^ COMPACT FILL 4" x 1/4" x 8" STEEL �` TOP AND BOTTOM PLATE in U y, / ,y b ' ROOFING LAPS ���'► ` , ON un WITH 1 2" x 6" ANCHOR BOLT d+ e • • FLASHING AT / ap X KEYWAY FOOTING b V •+� a- n �! CONC. FTG. `4 .d Q`� G b USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT cv o W r,• a : p ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1 ' I 3" STEEL COLUMN L1 REINFORCING BARFOUNDATION 5/8-A ^ � 10 KIPS DIA. ANCHOR BOLT • _ - � � { ) DRAIN TILANCHOR BOLT CONNECTION E t SUPPORTING MAXIMUM SPACING FLASHING LAPS - SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC FOUNDATION TYPICAL BEAM DETAIL wj TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CCONC. FTG. CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" 0C ROOF JACKS & VENTS DETAIL U O t!1 I SUB FLOOR II DOOR FRAME N CONC. SLABJOIST 6X6 10/10 WWM GARAGE Q COMPACT FILL DOOR F � I USE 2X8 STEEL BEAM FOR BLOCKOUT we 4" SLAB W/ 6X6 WMM � I SLOPE 4-DRIVEWAY —�. NOTCH JOIST AND ADJUST HEIGHT (nU `% I A ' GI ° e (WITH A NAILING PLATE IF NEEDED) P.T. PLATE AT END AND AIRS ACE �. . °• • TO BE APROX. 1/2" OR HIGHER THAN AT �� '� • • " STEEL BEAM TO ALLOW FOR SHRINKAGE 1:14 ES OF WOOD ►d � • BEAMS _ e '6 b e a ► '+ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) G ADE ' d d------ --�--� 4 ` d e d • Q t.'�,••a • 4 , • • . , 6X6 W.W.M. "•gyp � �r � b e 4 'l� d d d ► SUB FLOOR 12" I. /l•, NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • ° b JOIST b ,'C o L� ^ �`a NOTCH EQUALS 1/4 DEPTH OF BEAM � I e� p• e o �o ° II-II MIN. r ,o u o I 4 c�S�" j d REINFORCING BAR L+ REIfvNFORCING BAR e . III . `�. p• a p• n - STEEL BEAM r r• ;- DRAIN TILE � 'o �r SHEET METAL / 30# FELT UNDER BEAM AT POINT -- 12" o• • OF CONTACT WITH CONCRETE OR CONC. BLOCK -fi- �� �� -1IF PLATE (BOLTED TO BE SHIMS TO LEVEL BEAM ~ ' a . • A K TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND CCOLUMNS. ^� � REINFORCE FOOTING WITH (2) #4 REINFORCING B3ARS. GARAGE DOOR BLOC KOUT 3- MINIMUM BEARING SURFACE FOR WOOD BEAM ""`" �` DRAWN: MH ms SCALE. 1/4"=1'-0" a�►' 4 °.`- u JOB 4: BEAM POCKET -• July 10,2013 'r . SHEET NUMBER: BETWEEN THE DRAWINGS,'THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FO)R APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS • : A- 13 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES B MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FCDR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SSHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 2x stud JOIST DETAILS Plate nail-16d(3-1/2") wall at 16" Plate box at it on-center6 (31/2) ALLOWABLE HOLES - 1 Joists box at 16"on-center* on-centerINTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE cute hole may be loor panel nail-Bd{2-1-2") 2-1/2")common at 6" Load (musto shear wall in hatched evt holes rN bearing See Table A See Table B common at 6"on-center* above must stack over wall in wt anywhere in -center ( Web stiffeners See Table See Table wee hate below) side hatched zone DD NOT required each side Load from cut or notch 9an e. " ri or 1-1/4" 1-1/4"Trus Blocking at B3W Blocking panels above g Blocking Trus Joist Joist rim anal 2x4 minimum hearmay bwalls gabove uired trh 6" 6" rim board* board 1-1/ " L 1 2 x D 1 Dl L2 2 x L 2 D2 6" minimum minimum 6" 6" panel • �i•I squash below-see detail Bl ���---{{4.. UI oe nail-10d(3") oe nail-i0d(3") blocks (applies to elf box at 6" 12 box at 6" knockouts) Do not cut holes larger than holes except min. 1.1/2"lncaotllever DO NOT on-center" on-center 1/16 Table A - End Support Remove tongue and groove Bl Bl � cut holes in cant!/ever Mi !mum distance from edge of hole to inside face of nearest end suport reinforcement. from floor panel edges 8oun ary nailing s x4 minimum supported by 1"e-Rim®to -$d(2-112") Web stiffeners squash DEPTH Till ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ensure quality nailing. stall proper blocking blocks common at 4" required each 2^ 3• 4" 6-1/2 8-1/2 111" 13" 2^ 3• 4" 6.1/2 8.1/2 11" 13" TJI rim '*Conventional construction code minimum for * to support all panel Dist common side at BiW and 110 1'-0" 1'-6" 2'-0" 5'•0" 1'-0" 1'-6" 2'-6" N-6^ j se with A3 only.See Trus Joist Framer's edges 82W Use 2x4 minimum squassh blocks to transfer load 9-rrz" zr0 r-0^ r-6" z'-0^ s'-0^ r-0^ z'-°" z'-9' s'•o" Al A2 Must have 1-3/4"minimum A3 A3.1 3.2 3.3 ocket Guide for A3.1-A3.3 installation 3.4 See Trus Joist Framer's Pocket Guide for B2 B2 B3 CS 230 r-0° 2'-0" z'-6" 5'-6• r-0^ 2'-a' 3'-D" T-0- Web around TJI joist 360 116^ z'-o^ 3'-0" 9.0" r-6" z'6^ 3'-9' s'•6" joist bearing at ends s cifrcations additional installotion specifications. 210 1' 1'-T 1'-0" ,-6" 9-6" 1'-U' 7'- 2'-0" '-0" G-0"length of 11-7/8^ 230 r-0" T-0" r-o" 3'•0" &.0' r-0" T-o^ z'-0" s-9 TV TJI 'Dist 8 diameter maximum hole Nail Trus Joist rim „ 360 1'-0" 1,-0" 1'-6" 4'-6" 7-0" 1'-0" 1'-0" 2'-b" 6'-fi" 7•6" board to blocking Attach reinforcement 5160 r-^ r-0^ r-" 51.01 B1.0" V-0" 2'-0' 3'-6" - ^ '-0" 4'-0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep with connections to joist with one 8d '. '.'. 8--o- 3/4" filler block.Use blocking panels;6" 2 1 21 1. ' T " r-o" r•" 6^ o" r-" T-0" r-o° r ' 3/4' for 11-7/8"-16"deep equivalent to ( 12") common Hatt at Nail through 2x_,wood blacker 2110 r-o" r-o" r-o^ o^ 3'•0" 6'-0^ r-0" r-o^ r-9" a'•o" 6'•b^ 8.6" Web stiffeners 8"diameter maximum hole reinforcement blocking panels;6" 4-0'length with diameter maximum for decking schedule each corner and 14" 230 r-0' r-0" r-0^ 11-6" 3'-6" 6-6" T-0" r-o" r-9" 4'-0" T.o" 9'.0^ required each for 11-7/8"-20"deep on one side at 9-1/2"and 11-7/8" blocking panels 9-1/2"deep TJI joist web with 2 rows 10d 360 r-o^ r-o' T-o" r-6" 5'•9' ew" T-0, r-o^ r-0" 5'.6^ 8'-9" 9L6" O diameter maximum for Trus Joist Attach reinforcement J side at E1W blocking panels;6" E2,both sides TJI joists. or shorter than 12"long. Blockingnal between Blocking " " sbo 11-0' r-o" r-9^ 2'-6• 9-0^ 9'-0^ r-0" r-0^ 1'.W z-6" 9'-0^ 881- blocking panels 9-1/2"deep rim board to joist with one 8d � g (3) common naills at 6 210 1'-0^ r-0^ r-o^ r-0^ 11.6" 3'•6" a-o" r-0" r-o" r-o" z'-6^ s•b^ e'-o^ m'-6^ diameter maximum for at E3 or shorter than 12"long. not cut flanges. ach joist.Nail to top panel n-center,clinchetd.Use 230 11-91 r-o" 11-0^ T•o" 2'4" 4'•0^ 9.9' r-o^ r•D^ r-o" 3'•9" T-o" 9'-D^ n'•D" g (2-1/2')common nail at lb^ locking panels 9-1/2"deep not cut flan es. plate with connections 16d{3-1/2")naills with 360 r-0" r'-°" r.o" r 9'-0^ r-" r- r-o" 4'-D" m'• " n'•6" or shorter than 12"long. g each corner Trus Joist equivalent to decking 3- "T:JI joist sbo r-0^ r-o^ 1'•0^ r-0^ 3'0^ 6'-6" 10'-0" r•o^ r-o^ r-o^ s'-o^ 10'-0" n'-o" Iz'-o" C/] LDo not cut flanges. rim board 12"length of schedule. a ge%widths. 4" 6' e^ 10' 12" ls' n" a° 6^ e" 10^ u^ Is" 111 ra- Trus Joist • ttach 3/4" a110 r-o^ r-0^ °" 51•-78 m'-°^ r-0" r•o^ 5'-0" lo'-o" rim board 12 length of EE36.0 reinforcement to reinforcement l5'011'3/4" P-0" 1'-0" 1'-0" 1'-0" 2'-0"ttach reinforcement joist web with 3 on one side at• reinforcement Trus Joist rim to joist with 8d(2-1/2") rows 10d(3") E5,both sides on one side at Wood p° "Z board commott nails at 6"on- common nails at 6" at E6 E7,both sides backer �o� able B - Intermediate or Cantilever Support d' center.When �^ on-center,clinched. at E8 des a!` eget s Mini um distance from ed a of hole to inside face of nearest intermediate or cantilever support f- 2^`tea reinforcingboth Z Use 2 rows with 9-1/2" Less than �. 2�, e< amt'Ccs ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE p� U �R' Less than �I � c face grain �a� sides,stagger nails. ts`a and 11-7/8" 5" �� �� Urso DEPTH TJI horizontal 5" Fl Ga�e�•� 1JC' dr 2" 3" a^ 64/2" S-1/2 t1' 13" 2" 3• a" 6-7/28 a•1/2 ir" t3^ El El E2 E3 E4 TJI joists. E5 E6 E7 E8 110 T-6, 2'•6^ 3'-0" 7-6" r•b^ 2'-6^ T-6" 9.9' F-^ O Not for use with 3-1/2"TJI 9-1/2" 210 2'-0^ T-6^ 3'-6^ 7'-6° 2%6" 3'-0" 4'-W T-0" joist flange widths 230 2'-6^ 3'-0" 4'-0" 8'•0" 2'-6" 3'-0" 4'-6" T•6" z 360 3'•0" 4'-0" 5'•6" 7-0" TV 4'-6" S-6" 8'-0" O O Filler block Attach no o' r.o^ r-9' 11-al r-6" 2'4' 6'-9' U ,- WEB STIFFENER ATTACHMENT 210 r." r-0" 2'-0^ 4'-^ 9-U' r " 2'•9" T-9" 7'-6" 10'-W with ten 10d(3")box 11-7/9• 239 11-0" 2'A" 2'-6" S'4" 9'•6" 1'-0" 2'-6" T-6" B'-0" 10'-0^ nails,Clinched.Use ten Gap. 369 1'.0" X-0" 4'-0" T-0" 11'-0" 2'-D" 3'-6" 5'-0^ 9'.6" Il'-0" EXTERIOR DECK ATTACHMENT Option#1: 1-1/8"minimum 16d(3-1/2") box nails from P sbo r-6^ 3'-D^ 3'-0^ 4'-9' 6'-0^ 1 '6^ each side with 3-1/2" Apply g 2-3/4"maximum F•�1 Structural exterior A 1 subfloor adhesive to all TJI Joist blocking with end 11#21- no r " r 11.0" r-o" '-b^ ' " r-° r.o^ r-o" s- " 9'-0" 12'." Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist219 r-o^ T-o^ r-0^ 2'6 5'-0" 9'-0" r-0^ r-o^ T-0" 6'•D^ 10'•0" 12'-9' Use fifteen nails with :01s an locations using Three 8d(2-1/2")box nails, ta^ 230 11-0" 1'-9• 2'-O 5-0" 5'-6" 1D'-0" 110" 1'-D" 2'-6" 6'-0" 10'-6" 13'-0" required if sides of Backer block 360 r-o^ r-o^ z'-0^ s'-6" 8'-9' lz-s' r-0" z'-o" 4'-0" 9'-D" 12'-0• 14'•0" Flashing In1 0 8d(2-i/2'} clinched hanger do not laterally TJI joist depths Install tight to top Bearing plate: lI sbo p-0' ro 11.0' s-6" '-6" 1 '-" V-0111 3'-0" s'-°" 1198-0^ 131-61 ls'-o greater than 16". 119-7 box nails or Three 16d 3-1/2)box nails su ort at least 3/8 la flange(tight to Flush late witth inside ( 210 I'-0" 1'-D" 1'-0" 1'-0" 3'•0" 5'-6" 9'-6" 1'-0" 1'-0" l'-0" 4'-6" 9'-6" 12'-6" 15'-6- support g ( g P Treated 2x o a�. 2-1/2"screws, at 3-1/2"TJljoist flange widths 76^ 239 11-0' r-D^ T-9" r-b^ a-o" 9-b" 1a 6" r-0" r-o^ r-o" s-0" 19-9' 13'-0" 19-0" of TJI joist top bottom flange with face of wall orr beam ledger �I3 g�' typical 11#2� 360 r-^ r-o^ r.^ m'-" I -9' r r-o^ 2':Q'. '.9' 7 ' " ra'- flange face mount Web stiffener each 1 560 1 I'-0"I 1'-0"I 1'-0"1, 2'-6"1 T.0" 11'-0" 15'-D" 1'-0" 1'•0" 3'•6" 9'-D" 14'-6" 19.0" 16'4" angers).Attach See fastener Trus Joist Opti n#2: I W I side.See sizes 4^ 1 6" 1 a^ 1 10" 1 12" ls^ 17• 4" 6" 8^ IT 12• IS- 17" with ten 10d(3") table below.Maintain rim board 2x strapping installed 1=1 below. 360 t'o^ r-0^ T.0^ 9-0^ 9'-0" 150 r-o^ 4'4" 9'-0" 14'-6" 16'-6" 19'-s' box nails,clinched 7e" Top 2"edge of ledger to fastener. locations using two za' 1'distance{minimum)from at 1/3 joist span Tight fit 560 1'-0" 1'-0^ 2'-0" 6'-0" liar-O" 16'-6" flan T-0" 6'-0" 1T-6" 1'-6" 18'•0" 20'-0" ge when possible. 360 -0" T-0" 1'-0" 3'1" b , '-0" t -0" 15',6" 1'-0" t'-6" 7'•0" 1 -6" 16'-6" l9'-0" 21'•0" " hanger • `3 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size sbo 1'-D' l'-0" r-0" 1'-6" T-6" 12'-0" 16'-D" 1'-0" 3'-D" 8'-6" 14'-0" 1T-6' 19'•6" 20'-6" Face mount acker block Allowable Load/Factored Resistance(lbs) Uptlon#3: 1-1/2" 112"x 2-5116"min -5/16"7/8"x 2-5/116"min Rectangular holes based on measurement of longest side. Fastener " directly applied ceiling olds may be located vertically anywhere within the web.Leave 1/B"of web(minimum)at top and bottom of hole. hanger both Sides 1-3/4"rim board t"a Rim of web with 3/8"lag bol 400/630 N.A./N.A. 1-3/4n 5/8n x 2-5/16n min 2-1/2n V x 2-5/16ui minimum - Knockouts are located in web at approximately 12"on-center:they do not affect hole single TJI. l/2"lag bol 475/750 325/N.A. When specified on the layout, one or more of O placement. )01st H3 .Allowable load determined in accordance with AC 124. PB a three bracing options shown 1lmustl/be Wr 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 - For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one Hl 1 12 -corrosion-resistant fasteners required for wet.service maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. G applications. Installed . Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole configurations contact your Trus Joist representative. W ALLOWABLE HOLES - Beams and Headers p BEAM and COLUMN DETAILS 2x diameter of the largest hole(minimum) BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCIRETE CONNECTION WALLO BEARING AT WALL WINDOW HEADERi Joist Framing 4AI[._/3 depth �. o O ed hole o one o Trus Joist rim board Strap per code if Blocking ° /3 deptho o Cut onlyroundcendho%sand only O U or blockingfor 1/3 span Allowed hole zone 1/3 span !n the center of beam. C *� top plate js not panel Safety bracing(tx4 ROUND HOLE CHART minimum)at G on-center and extended to a braced end BEAM DEPTH MAXIMUM ROUND lateral support continuous over El wall 4-3/13" HOLE SIZE header Silent Floor joist framing Fasten at each joist with - For uniformly loaded beams only. 1" not require bridging o Bd(2-1/2")nails minimum 5.1/2" 1-314" does or not require blocking (see WARNING). - Rectangular holes are not allowed. 7-1/4"to 20" 2" No holes in cantilevers. See illustration for Allowed Hole zone Top flange - No holes in headers or beams in plank orientation. hanger H2 Face mount DO NOT bevel cutjolst At Parallaml9 PSL or beyond Inside face of Rim board Joint hanger TimberStrandt� wall E2 between joists TJI JOIST ATTACHMENT at BEARING Ll LSL Column L2 L3 See current Trus Joist L4 rotect untreated wooed from direct contact TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load literature for framing with concrete A3 Trus Joist rim board bearing wall above) CD connectors One l0d(3")box ++ Seat cutsr must be within nail into each flange r C-4CONNECTION OF MULTIPLE PiECES OF wall. One Bd box nail each each G t,� d TOP-LOADED\l BEAMS(1) C5 side.Drive nails BEARING AT COLUMN TJI rim joist X 1-3/4 Width Pieces: Trus Joust at a-1 angle O N least 1-1/2"from co � � � Minimum of 3 rows lOd(3"x 0.128")nails at 12"O.(. L3 rim boaird end. 1 t e minimum bearing O O v O in end support; edea � Minimum of 4 rows 10d(3"x 0.128")nails at ELEVATED COLIUMIN minimum at port Intermediate p }+ W Verify Parallam PSL or z Timber5trand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE support Q v Ll Shear transfer.Connections equivalent to O � � \ column If using 12d(3-1/4")or larger nails,the CAP B2 capacity and beam Optional Hi tioorpane/naflfngschedu/e p tY number of nailing rows may be reduced v bearing length. one. �,non-shrink B2 t` G Rim#o TJI Joist '� v to rt) rout Trus Joist rim board or �1 {U See current g to U +• Trus Joist 3-1/2"Width Pieces: • L$ 1-31N'wide TJI rim literature. Minimum of 2 rows 1/2"bolts 83 joistOne tOd(3")box nail into each flange 3.1/2"wide TJ I rim TJI floor 00 at 24"c.c.staggered j)box a nail with a joist N O W �✓ gg 2-1116"-2-5/16"wide (q Load must be applied evenly across (3")box Halls,one each beam width.Otherwise,use connections entire for side-loaded beams. TJI rim)box ai ted side of TJl Joist flange �•,i Butting Use Bl or B2 at (3-1/2")box nail into each Additional nailing or bolting may be required with Pl O B4 JO15b termediate bearings flange P2 P3 with blocking TA rim wide 16 side-loaded multiple-member beams.Refer to current panels i load bearing or shear L5 at centtJt rm joist Top view product literature. End joists wall from above erline of support Braced end wall BEAM ATTACHMENT at BEARING EW'+ FASTENING of FLOOR PANELS see note 3 under Trus Joist rim board Closest On-Center Spacing per Row WARNING U Hl One 10d(3")box ~ memnail each side of her at bearing, 0 (n Nail Size TJI Trus Joist rim board TimberStrand LSL Microllam LVL Parallam PSL 710 and 210 1230,360 and 560 1" 1-1/2" 14/2"or wider 1-1/2"minimum fromend• 8d (2-1/2")box 2.1/2" 2" 6" 4" (n • .� ad(2.112")common 3 112 2" 6" 4" 3" 3' 3" Drive natls at an see framing plan(71applicable)or Framer's Pocket aD 10d(3"),12d(3-114") 6 box 3" z" " 4" INSTALLATION TIPS L4 ang le to minimize Guide for minimum end and infermedfafe bearing N splitting of plate lengths. lOd(311),12d(3-1/41)commo 41/2" 3" 6" 4" :F 4" " 4" S++bFloor adhesive will improve floor performance,but LA xterlor Deck 16d(3-1/2")common N.A. 4" 16" 6"", 6" 4 6" may not be required. -load bearing parallel ttdChment When joists are doubled at non o I J (1)Can be reduced to 4"on•center•with maximum nail penehation oil-3/B"Into the narrow edge, partitions,space joists apart the width of the wall Structural Q� sheathing for plumbing or HVAC. O or blocking. Do Regomended nailing is 12"on-center in field and 6"on-center along Additional joist at plumbing drop(see detail). p for r rim broom' mNOT use sawn lumber sheathing edge.Nailing requirements on engineered drawings supersede o m recomendations. - a Sawn lumber may shrink WARNING Naimafter installation.ling rows must be offset at least 1/2"and staggered. O U 14'g&staples may be substituted for ad(2-1/2")nails if minimum penetration Protect of 1" into the TJI joist or rim board it achieved. �� untreated wood O See ALLOWABLE +� Joists are unstable until braced laterally HOLES from direct H3 Bracing Includes.- Farthest ncludes.Farthest on-Center Spacing per Row contact with •Blocking •Sheathing Maximum spacing of nails is: concrete -Hangers -Rim Board For joist widths 1-3/4"or less: 18"on-center DO NOT allow workers to walk on .strut Lines .Rim joist DO NOT stack building materials Fpr joist widths greater than 1-3/4": 24"on-center joists on unsheathed joists Stack only until braced. over beams or walls. FILLER and BACKER BLOCK SIZES Shifted joist Additional INJURYMAY RESULT. _ joist Bearing plate to TJI Flange Widths 1-314" 2-1/16" 2-5A6' 3-112" Plumbing dropWARNING NOTES ' >; aid ' be flush with inside A Weyerraaeuser 113u51ne55 If ' Depth 9-112"or 14" 9.1/2"or 14"or 9-U2"or 14"or 18"or 11-718" 14"or 18"or face of wall or Lack of concern for proper bracing during construction can result In serious accidents.Under normal co '�€f,' p It-7/8" 76" lt-7/8" 16" 20" 16" ZO" Squash blocks and blocking panels carry stacked beam vertical loads(details Bt and 82).Packing out the following guidelines are observed,accidents will be avoided- ' V x " 2x12+112" Two Two Two Filler Block 3/8" 3/8" 1/2 1/2 web of a TA joist(with web stiffeners)is nota y 2X6 2X$ sheathing 2X6 2X8 2x12 substitute for squash blocks or blocking panels. 2 All blocking,hangers,rim hoards and dm Idsis at the end supports a the TJI Joists must be completely installed and properly Waited. (Detail H2) sheathing sheathi sheathing sheathing 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.Thu can also be accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. , •6„ *+ Cantilever Filler 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+112" 2x10+1/2" Not DRAWN: MH/MS Detail E4 4'-0" 2x1G.D sheathing Sheathing sheathing sheathing Not applicable 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Without this y, ( ) g 8 Y highly p g ay 8 -'�' - --�r,•`e,,,. .? _ s ton Ian 4'-D"long 6'-0"long 4`-0"tong 6'-0"long applicable bracing.buckling sideways or rollover Is hl hl probable under light construction loads-like a worker or one layer of unnafled sheathing. n.,;y,Y;,,^,�, ,� SCALE: 1/4"-'I-D" 'H g $ 4,sheathing mud be totally attached to each TJI]Dist before additional loads can be pieced on the system. �5 Backer Block 518"or 3/4"or (Detail FI x 3/4" 7/8" 1"Net 2x6 2x8 2x12 S.Ends of cantilevers require safety bracing on both the top and bottom flanges. '"'`'"' JOB$I: or H2) 6,The flanges must remain straight within a tolerance of 1/2"from true alignment. "1q " "Kneresrary,increase{tier and backer block height for tate moernt hanger.Maintain 1/g"gap at top ofloist,•see detail W.pilar and backer block lengths should r July 1 D,2013 accomodate repuirednai//ng sv/thout spfitting(12"minimum forbackerblocksand24"mlmmum for tiller block,). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. �-"-�� " SHEET NUMBER. �rr EN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 14 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOT ARCHITECT OF ANY DISCREPANCIES MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDINGG AND ND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRiOR TO INSULATING ANdD SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 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. 4'MAX. KING STUDS 4"DIA.MAXIMUM • CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESlCRITERIA RAFTER GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER • ' SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT HA FLOOD RDS • HEADER • ; LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED RIDGE MODERATE SLIGHT TO tr 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - Z g RAFTERJACK STUDS MIN RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. z STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. 0 ROOF LSTA24 1-1I4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 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 into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. r!1 1-1/2"SPACE MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete F footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall w • RAFTER be 3 ft. below grade. F--1 Q HANDRAILS 4). Deck joists to have blocking at 8'0 o.c.. RAFTER • 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing y � and over the ledger. Ledger to be fastened to building with 1/2"dia.bolts with washers C.) U POST and nuts at 16"o.c. TOP PLATE 6). Concrete piers shall be a minimum 6"above grade. TOP PLATE O 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored O U BALUSTERS RIM/DECK JOIST to girder(s). o WALL STUD ~ WALL STUD 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. OPEN BALUSTER ATTACHED TO WALL o Fri 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal F--� HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. �I RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBERI DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATIION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"1N 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT('TO MENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA_GALV. BOLTS WITH WASHERS AND NUTS O F SHEATHING: CONNEClr TO PLATES TO EACH STUD CROSS SECTIONAL DI PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER JOINT DESCRIPTION NAIL NOTES QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 4"MAX. Q.� 4"DIA.MAXIMUM GIRDER/HEADER W ROOF FRAMING: O W GIRDER/HEADER aNAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING � U Z JOIST POST/COLUMN ° c ° RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL c o TOP PLATE 10'WALL:4-8d COMMO RAFTER O POST/COLUMN 10 CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL o M TO TOP PLATE 10'WALL: 4-8d COMMO JOIST O U CEILING JOIST TO AS PER TABLE 3.7 EACH FACE �•T••l PARALLEL RAFTER WFCM-SBC LAP NAIL GIRDER/HEADER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL POST-TO-GIRDER/HEADER CONNECTION COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE SPLICED JOISTS OVER HEADER/GIRDER TO RAFTER 2-8d COMMON END NAIL DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION RIM BOARD EACH END JOIST TO CATIO/HEADER RTI 0 TYDOWN ANCHOR CONNECT TO EACIH JOIST HOLLOW COLUMN SIMPSON STP H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL 0 N 4� en 011 M M (U $ STU WALL FRAMING: = o C BEARING PLATE NAIL NAIL 0 a JOINT DESCRIPTION NOTES GIRDER QTY. SPACING G w 4. TOP PLATE TO PER 0 42 • TOP PLATE 2-16d COMMO FOOT FACE NAIL 0 00 TOP PLATES AT JOINTS FACE o WOOD JOIST ',� ,' INTERSECTIONS 4-16d COMMO EA. SIDE NAIL U n `� • STUD TO 24" FACE u; U m °J 2 -16d COMMO a\ STUD O.C. NAIL \0 Ln LEDGERI CONCRETE PIER °' 8 ^ HEADER TO 16" O.C. FACE N GIRDER/HEADER I 16d COMMON ' o ',' HEADER ALONG EDGES NAIL W WOOD JOIST WOOD JOIST ^ TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END PLATE TO STUD 3-16d COMMOIN PER 2x6 STUD NAIL BOTTOM PLATE TO: PER DOUBLE 2x FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL (MINIMUM) END JOIST OR BLOCKING W CEILING JOIST TO BLDG CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS ROD 1 I TO ALLOW FOR SHRINKAGE. (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE U U REQUIRED I I (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE FOR STU DECK FRAMING: � FLASHING TUCKED UNDER JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: 4-8d COMMON PER TOE [•Nr THREADED ROD SILL,TOP PLATE OR GIRDER JOIST NAIL PIECE OF SIDING BELOW BRIDGING 2-8d COMMON EACH TO CNW COUPLER NUT TO JOIST END NAIL 1/2"DIA. LAG BOLTS W/WASHERS POST BLOCKING EACH TOE CONNECTED TO BLDG. @16"OC MINIMUM TO JOIST 2 - 8d COMMON END NAIL � WOOD JOIST END DISTANCE BLOCKING TO: 3 -16d COMMO EACH TOE SILL OR TOP PLATE BLOCK NAIL BLOCKING -Q • LEDGER STRIP 3 -16d COMMO EACH FACE MINIM M 'p ^ TO BEAM JOIST NAIL FLOOR FRAMING v • o y� oY END NICE 12„x12„x12„ JOIST ON LEDGER PER TOE 2x JOISTS o •• y ^ Y TO BEAM 3-8d COMMO JOIST NAIL •• . .�'• CONCRETE FOOTING ^ ^ WOOD GIRDER " BAND JOIST 3 -16d COMMON PER END BLOCKING FOR JOIST HANGER > � TO JOIST JOIST NAIL .•y��e:,,;: �`t_ N LAG BOLTS •p • p HOLLOW COLUMN UPLIFT BAND JOIST TO: PER 2-16d COMMO TOE N 1` SILL OR TOP PLATE FOOT RIM JOIST/BD. ' SIMPSON STRONG TIE MODEL STRRI/2 , f DECK POST FTG. CONNECTION r.k. Q n INSTALL AS PER MANUFACTURE'S RECOMENDATIONS s� • SPLICED JOISTS OVER HEADER/GIRDER LOCATION USP NUMBER DESCRIPTION APPLICATION , '" DRAWN: ME MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ,�'�',;'� #'' � SCALE: 1/4"=1'-0” USE WITH TWERTIO N J OWN ANCHORS 4X4 POST PAU44 OR WE44 POST!BEAM ANCHOR APPLY TO EACH FOOTING f` JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ` ^” ' July 10,2013 SHEET NUMBER: E THE DRAWINGS,TI•HE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FORZ APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 151 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FORR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SIHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: WIND FRAMING NOTES ROOF FRAMING: GENERAL NOTES l). RIDGE-TO-RAFTER ASSEMBLY: 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 10)d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) in each end of the collar tie need not exceed the tabulated numbier of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL CONSTRUCTION NOTES: TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling line a wiussth to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND for generally p g g or trusses shat! be attached to the wall top plate and the wall tops plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE CURRENT SBC HIGH WiND EDITION WOOD FRAME CONSTRUCTION MANUAL State building codes. The General Contractor is responsible for providing standard PARALLEL RAFTER WFCM - SBC LAP NAIL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging tlhe rake side of the building FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES shall be connected with uplift connections in accordance with tablle 3.3c. CEILING JOiST LAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 60 sound and a weatherproof completed product. OVER PARTITION WFCM - SBC LAP NAIL DECKS 40 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 r level shall be attached)with uplift connections in fl l b Wall studs above and studs below a floor meets current federal, state, county and local codes, ordinances and regulations, etc. TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 ifications for this building and accordance with table 3.3b.When wall studs above do not fall int line with studs below, the EACH TOE ATTICS w/ STORAGE 20 These codes are to be considered as part of the spec studs shall be attached to a common member in the floor assemblly with uplift connectors in BLOCKING 2 - 8d COMMON should be adhered to even if in variance with the plan. accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 3). Dimensions shall take precedent over scaled drawings. END NAIL DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER ROOMS (SLEEPING) 30 ( First wall studs shall be connected to the foundation, sill plate, or, bottom plate with uplift supervision assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 4). The designer has not been engaged for construction supervon atilt far foundation and slab-on-grade, 15 inches in masonry block foundaitions, or lapped under NAiL NAIL I--� responsibility for construction coordinating with these plans, nor responsibility JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 [--� P y the late and nailed in accordance with table 3.3b. When steel sttraps are lapped under the QTY. SPACING construction means, methods, techniques, sequences, or procedures, or for safety p EXPOSURE CATAGORY (DESIGNED FOR CAT.C] to 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 TOP PLATE TO PER FACE NAIL F 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 laddition to spacing, 2 - 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION p anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z corners. TOP PLATES AT JOINTS FACE 4 - 16d COMMON 5). Refer to the Window and Door schedule for exterior openings. INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U 6). The General Contractor is to ensure that masonry or prefabracted fireplaces m 2 - 16d COMM � or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SEE FLOOR PLANS 1/2 inch gypsum wallboard on the interior attached with 5d cooper nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS i 7). The General Contractor is to consult with the owner for all built-in items HEADER ALONG EDGES NAIL ) and 10 o.c. in the field shall be in accordance with the length requirements specified edges ENDFTRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION � U such as bookcases, shelving, pantry, closets, trims, etc. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD in table 3.15a-b. 2 PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK � 8). Wind load requirements shall be taken into account during construction. 6). TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION DATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3M5a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO FOOT SEE NOTE: 1,2FROST WINTER ICESHIELD Q length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC 1). The General Contractor and Mason to review plans, elevations, details and notes to SNOW SPEED DESIGN W'EATHERiNG LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAiL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be iNOTES 20 LBS in accordance with JOINT DESCRIPTION QTY. SPACING MODERATE SLIGHT TO 11 NONE - 2.4.4.2 and 2.2.4 respectively. . 120 B SEVERE 3 FT. TO HEAVY MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE 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 2 - 8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6" O.C. SEE NOTES: l,3 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be g), CATHEDRAL CEILING ASSEMBLY: EE NOTES: 1 (BOTH FIELDS) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C.O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FiELD 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 shalil either be notched and SILL OR TOP PLATE BLOCK NAIL anchored on top of the beam or slope connectors shall be attacthed to each rafter-to-ridge GABLE ENDWALL RAKE AND RAKE TRiUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the rridge and wall shall be be LEDGER STRIP EACH FACE W attached with the above requirements. 3 - 16d COMMONW 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one TO BEAM JOIST NAIL NOTES 1�-+-�I p 8x16 cast iron foundation vent for every 150 sq. ft. of area. AND COVERED PORCH NOTES: JOiST ON LEDGER PER TOE x 3 - 8d COMMON DECK TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. .� p U 7). Dampproof exterior of foundation with bituminous coating as required by current 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 plressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless stieel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, U BAND JOiST TO: PER TOE NAIL the 4 foot perimeter edge zone atta(chments 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. SILL OR TOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with >0.49. FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt witch washers and nuts. ROOFSHFATHIN : For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" tthick concrete footing. JOINT DESCRIPTION NAIL NAIL g QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. or 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. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12" dia. corncrete piers for the girders. STRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SIPACING NAIL SPACING AT INTERMEDIATE NOTES h s o.c. unless noted flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors,walls, ceilings and rafters to be spaced at 16 Ince 5). A minimum of 10 inch g JOINT DESCRIPTION QTY. SPACINGEE NOTES: 1, 3 ( BOTH FIELDS) � � v otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washIers and nuts4' EDGE ZONE 8d COMMON @ 6" O.C.O.0 Sd COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD Xo in � where needed. GYPSUM 7" O.C. EDGE `�' .4 all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 O ° U 4). Unless otherwise noted , g WALLBOARD 10 O.0 . FIELDIt e 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. w 6 g WALL SHEATHING: NOTES openings. LVL headers to have (3) jack studs and (2) full length studs on each side of V � � m " � P 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 Jioist shalt also be anchored NAIL NAIL � � JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE (REFERRED TO 1F MENTIONED W SCHEDULE NOTES ONLY. � � �' � d,, openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). QTY. SPACING MU and blocking where applicable. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feeit of the corners, the 4 foot edge zone attachment requirements shall U CO 8). Covered Roofs shall be assembled and anchored the same (manner as a typical building. 8 PANELS dCOMMO WFCM - SBCbe used. ~ 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PLUMBING N OTE!S 7/16" OSB 3" O.C. EDGE anchors where applicable to all connecting joists. 6d COMMON 4 w PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with a G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 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 GYPSUM 5d COOLERS 7" O.C. EDGE Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. WALLBOARD 10" O.C . FIELD 3). For exterior panel siding, galvilnized box nails shall be permitted to be substituted for common nails. s on plans. W 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 H(ealth Department approval. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation fcor any plumbing related ework, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with QTY. SPACING U pr q g p EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 8). Dormers running up roof rafters are to be supported by double rafters on either side state code and manufacture's recommendation for maximum hcole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE O 0 4 where a V OR LESS 8d COMMO applicable unless otherwise noted. M NOTES 12 O.C. FiELD U)1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. HVAC SYSTEM � bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WiTH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 9 . Provide blocking/bridging d' g/ 3).INSTALL 1 -Co2]DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to alit applicable codes and safety requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF at eave vents between rafters. Install draft blocking as NOTES ONLY. needed. 10). Provide Insulation baffles MENTIONED IN SCHEDULE 2). HVAC subcontractor is to fully coordinate all system data annd requirements with the equipment supplier. 1). Nailing requirements are based on wall sheathing as required by current NYS Residential Code-FIREBLOCKING REQUIRED 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir IJ nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U) CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawinpg and submit it to the General P g and to form an effective fire barrier between stories,and between a top story and the roof space. �?. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher Fireblocking shall be provided in wood-frame construction in the following locations. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed levels.Concealed horizontasl furred spaces shall also be fireblocked at Intervals not exceeding 10 such as shear plates, shall be used to maintain load path. feet.Batts or blankets of miineral or glass fiber shall be allowed as fireblocking in walls constructed over subfloor as per manufacture's instructions. 1). All electrical to be installed as per N.Y.S. Residential Constreuction Code. using parallel rows of studs or staggered studs. ). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected 2).At all interconnections bettween concealed vertical and horizontal spaces such as occur at soffits, 13 2). All electrical work shall be approved by a qualified Undenvwriter. members,the tabulated number of nails shall be permitted drop ceilings and cove ceiiiings. ceilings Aand over furnace to have 5/S"thick type-x sheetrock. All other parts of building to be reduced tol - 16d nail per foot. to have regular 1/2" sheetrock. All walls to be taped and finished. z { 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces f^ ) under stairs shall comply with current N.Y.S.Residential Code. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. f � roved equal. 4).At openings around vents;,pipes and ducts at ceiling and floor level,to resist the free passage of DRAWN: MH!MS approved q Flat roofs shall be applied with a Fiberglas base sheet with an EPDM flame and products of cormbustion. .��,. �,.,.. SCALE: 1/4"=1'-0" torch down a material over. V` ` � '; type 5).For the fireblocking of ch6imneys and fireplaces,as required by current N.Y.S.Residential Code. JOB#: July 10,2013 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to SHEET NUMBER: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal DRAWINGS,',THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 � ' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING DISCREPANCIES BAND SITE CLEARANCES ,f,T DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND�SHEETROCKING AND SHALL SECURE THE C of O PRiOR TO RECEIVING FiNAL PAYMENT FROM OWNERS.