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HomeMy WebLinkAbout36778-Z Uf OF l,t�o Town of Southold Annex 8/22/2012 Gym P.O.Box 1179 y x 54375 Main Road W. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35901 Date: 8/21/2012 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 315 Fleetwood Road, Cutchogue,NY, SCTM#: 473889 Sec/Block/Lot: 137.-4-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated pursuant to which Building Permit No. 36778 dated 10/27/2011 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 Living Room, Dining Room, Kitchen, 3 Bedrooms, 3 Baths, Utility Room, Laundry, Entry Hall, Fireplace, Rear Deck, Loft, Outdoor Shower, Porch, 2 -2nd Story Decks, as applied for. The certificate is issued to Giniger,Evan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-11-0041 8/11/12 ELECTRICAL CERTIFICATE NO. 36778 6/27/12 PLUMBERS CERTIFICATION DATED 7/23/12 J Ws Plumbing&Heating / Au t ed Si ature a4�SUF tx�o TOWN OF SOUTHOLD �g BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36778 `ask Date: 10/27/2011 Permission is hereby granted to: Giniger, Evan &Walsh, Gerry 305 E 91 st St New York, NY 10128 To: Demolition & Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, 3 Bedrooms, 3 Baths, Utility Room, Laundry, Entry Hall, Fireplace, Rear Deck, Loft, Outdoor Shower, Porch, 2 - 2nd Story Decks, as applied for. At premises located at: 315 Fleetwood Road, Cutchogue, NY SCTM # 473889 Sec/Block/Lot# 137.-4-14.1 Pursuant to application dated 10/17/2011 and approved by the Building Inspector. To expire on 4/27/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,830.30 Total: $1,880.30 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. "Sw.orn statement from plumber certifying that the solder used in system contains less than 2110 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 featureg. 2. A properly completed application and consent to inspect signed-by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool 150.00,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. D D New Construction: Old or Pre-existing Building: ' (check one) Location of Property: 3� �L �(iCJIJ(1j /249 C(/7� rru a( House No. Street Hamlet Owner or Owners of Property: ( "OW C� //✓/ 0 ele, Suffolk County Tax Map No 1000, Section Block 6 Lot 14 , Subdivision Filed Map. Lot: Permit No. 5 4 - Date of Permit. // Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one . q P rY ( ) Fee Submitted: $ 5 y �� X/j/1— P Ap ica Si ature pF SO!/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(a-D-town.southold.ny.us Southold,NY 11971-0959 CUUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Evan Giniger Address: 315 Fleetwood Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 36778--36784 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE INCOMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BJ Electric License No: 2670-me 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 Garage X INVENTORY Service 1 ph 200a Heat 1-gac Duplec Recpt 57 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 22 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 26 CO Detectors Sub Panel 2 A/C Blower 1 Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances N59 Dryer Recpt 20a Emergency.Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 4-combination smoke/co detectors, 2-paddle fans 1-GFCI circuit breaker,4-ARC fault circuit breakers Notes: Inspector Signature: Date: June 27 2012 81-Cert Electrical Compliance Form.xls If SO(/T�o Town Hall Annex ~O l0 E C .4e 31).76571802 54375 Main Road D Fax 31 765-9502 CA P.O.Box 1179 Southold,New York 11971-0959 • �� J U L 23 2012 OUNT`1,�� BLDG.DEPT. BMDING DEPARTME _ TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATION Date: � 3 � �Z, Building Permit No. Owner: (Please print) Plumber: J. z,e-c s (:>b--n S jai , G' (Please.print) I certify that the solder used in.the water supply system contains less.fhan 2/10 of I% lead. (Plum(3A-rs Signature) Sworn to before me this o2'� day of To ly , 20 1 Z UkDABscllou. Notary P11b1ia,StFla of New York Notary Public, y i dot County Qua In Suffolke countVW1% --nmis9Wn Expires May 5,TQ .. pf SOp,�O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ ] ELECTRICAL (FINAL) REMARKS: 4 DATE INSPECTOR pF SO(/Ty0! h O o�yco TOWN OF SOUTHOLD BUILDING BEPT. 765-1602 'NSPECTION [ IF NDATION 1 ST [ ] ROUGH PLBG. 1J [ FOUNDATION 2ND [ ] INSULATION 4 FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I 1 ( INSPECTOR OF SO(/T�O -- - - �sl o�ycourm,N Gam- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH.PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�RAMING- - RAPPING [ ] FINAL [ ] FIREPLACE & CF EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT L (FINAL) REMARKS: c DATE �� INSPECTOR U ti 3 ro �-7 rsf S OUTyolo cOUM`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI-ON [ ] FOUNDATION 1 ST [ ROUGH PL13G. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR -1162L-1 r OF SOUryolo # 'F cou TOWN OF SOUTHOLD.BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION &ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE t� INSPECTOR SOpryol G Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION A ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [V FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( UGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR o��Y�DUMV,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FINAL) REMARKS: - . �j DATE INSPECTOR / � Of SOUTy�Io eourm,��' V� !l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [}.ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 6 3 77?e— orifs ! � o H ls cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 'j . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: S DATE INSPECTOR `� • • • • �, " - err r�� fy A 551 RAJI WAa' c A ROUGH PLUMBING INSULATION PER N.Y. STATE ENERGY A .D i 'AM ADDrrIONAL COMN(ENTS � � r mil• R, ,�. I/i�#�� �r_�- � i /f"'. _�y li�l��� _ � � .. r s Y � „ IS • 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 11 V+����l/j/ Planning Board approval FAX: (631) 765-9502 Survey 4 SoutholdTown.NorthFork.net PER 3 6 / 7 Check L� Truste Septic Form NOM IT "t 3 6 7 0 D.E.C. Trustees C.O.Application j _ f G//a�/` Flood Pen-nit Examined 1 �`S 20 I I Single&Separate Storm-Water Assessment Form 7 Z, Contact: Approved 1 .r ,20 I f _ Mail to: /v1,+ 4 TC kfW Z_ ' Phone: Expiration �� 20 '_3 c Building Inspector APPLICATION FOR BUILDING PERMIT Date l b 6 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be'commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building.shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every.building permit shall expire if the work authorized has not coimmen'ced 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, agent archite , engineer, general contractor, electrician, plumber or builder Name of owner of premises Al (As on the tax roll or latest deed) - If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No: Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 31,5- FL ee-7-vt.Jaob. /2.2 C c.-Tz F}o c kE House Number §treet / Hamlet County Tax Map No. 1000 Section ( � Block 0 ¢ 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 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, co cial or mixed occupancy, sp&cify nature and extent of each type of use. � e �G�✓ S 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 9. Size of lot: Fr / " Rear on`f Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9 !� U 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOZ 13. Will lot be re-graded? YES Y, NO Will excess fill be removed from premises? YES x NO 14. Names of Owner of premises 01 N l G f-i2 Address Phone No. ?17 713 3 r_3 9 Name of Architect C G #w,4'Je T Z Address Phone No 734 Q le-r Name of Contractor��Zjlel,I C �',4YJEN Address Phone No. /Y,7/— Z.3' Z b 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 1✓NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—,--- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the G Notary Public,State of New York (Contractor,Agent, orporat Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2_Q�__ 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 o before me this day of �' 1 20L. Notary Public 'Signature of plicant Jill M.Doherty, President SO Town Hall Annex Bob Ghosio,Jr.,Vice-President �� �� 54375 Main Road P.O.Box 1179 James F.King 411 Southold, New York 11971-0959 Dave Bergen G • �O Telephone(631) 765-1892 John Bredemeyer O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 20, 2011 Mr. Mark Schwartz Mark Schwartz & Associates P.O. Box 933 Cutchogue, NY 11935 RE: EVAN GINIGER 315 FLEETWOOD ROAD, CUTCHOGUE SCTM# 137-4-14.1 Dear Mr. Schwartz: The Southold Town Board of Trustees reviewed the survey prepared by Nathan Taft Corwin III, last dated May 16, 2011, and received on July 18, 2011, and determined that the proposed demolition of the existing house and detached garage and build a new house with detacried garage, is ou o e Netland jurisdiction under Chapter 275 of the Town etlan o e an apter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. i • 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Ji I M. Doherty, Presi ent Board of Trustees JMD:eac MON NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03993 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information- Permit Issued To: Facility: EVAN GINIGER GINIGER PROPERTY 205 W 76TH ST APT PH31) 315 FLEETWOOD RDISCTM# 1000-137-04- 014.1 NEW YORK,NY 10023 CUTCHOGUE,NY 11935 (212)209-1175 Facility Application Contact: MARK K SCHWARTZ PO BOX 933 CUTCHOGUE,NY 11935-0933 (631) 734-4185 Facility'Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 712.9 NYTM-N: 4542.8 Latitude: 41°00'31.0" Longitude: 72°28'06.0" Project Location: 315 Fleetwood Road - Watercourse - Eugene Creek Authorized Activity: Remove existing dwelling and construct a new single family dwelling with accessory structures and septic system in the Tidal Wetlands adjacent Area. All structures must be located a minimum of 100 feet landward of the tidal wetland boundary. All work must be in strict conformance with the attached survey stamped "NYSDEC Approved" on 9/28/11. SAP# 1-09-014 (SVA) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03993/00004 New, Permit Effective Date: 9/29/2011 Expiration Date: 9/29/2016 Page 1 of 7 `N NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03993 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 permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BRO K,N111790. -3409 Authorized Signature: Date Cj /-Lc 3t Distribution List MARK K SCHWARTZ Habitat-TW SUSAN ACKERMAN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS I. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. 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 Nathan Taft Corwin III on February 12, 2009. Page 2 of 7 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION New Facility DEC ID 1-4738-03993 3. 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. 4. 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. 5.. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar 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,NY11790 -3409 Attn: Compliance 6. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 7. All Structures Must Be At Least 100 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new single family dwellings with accessory structures and septic systems located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 100 feet from the wetland boundary, are.not authorized. 8. Development Restrictions New single family dwelling, accessory structure and septic system projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a) (1), (2), (3), (4), (5), (7), and Part 661.6(b): - The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. -The 100 foot minimum wetland setback requirement for all components of the septic system,. - The requirement that all components of the septic system be installed at an elevation at least 2 feet above the seasonal high groundwater elevation for the site. - The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. - The minimum lot area requirement for the construction of new principal buildings; 20,000 square feet in areas with public sewers and 40,000 square feet in areas without public sewers. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03993 - The 75 foot minimum wetland setback requirement for all hard surface driveways, roads,parking areas and similar impervious surfaces exceeding 500 square feet in area. 9. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 10. No Changes To Existing Septic Systems This permit does not authorize any alteration, expansion or replacement of existing septic systems 11. 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 50 linear feet landward of the tidal wetland boundary. 12. 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 50 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. 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event. All drywells shall be located a minimum of.75 feet landward of the tidal wetland boundary 14. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 15. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 16. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 17. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly.or indirectly into wetlands or protected buffer areas. 18. Clean Fill Only All fill shall consist of clean sand, gravel, or.soil (not asphalt, slag, flyash,broken concrete or demolition debris). 19. 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. 20. 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. 21. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. Page 4 of 7 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03993 22. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from 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. 23. 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. 24. Vegetate All Disturbed Areas The penmittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 25. 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. 26. 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. 27. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 28. 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. 29. 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 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 may be 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. 30. 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. Page 5 of 7 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03993 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. 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 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. 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: 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; Page 6 of 7 MOr NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03993 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. 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. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Respo, ibility 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 penriittee'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. Page 7 of 7 3 Town of So �uthold _ .Erosion, Sedimentation � Storm-Water rm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.t .L THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Iy��� �� bL. /�_/ S70RM-W TE GRADIN D NAGS AND EROSIQN C NTROL PLAN District -e-toe—ct- -f-r-- CERTIFIED BY A DESIGN pROFES31 LIN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONS MUCH ITEM# / WORg ASSESSMENT' Yes No a. What is the Total Area of the Projed Parcels? _ (Irdude Total Area of all Parcels located within 1 Will this Project Retain All Slim!-Water Rurt-0if the SCDpb of work for Proposed Construction) Z-4 ✓� Generated by a TWo M Inch Rainfall on Situ 1• What is the Total Area of Land CW ttng (s•F fps) (Thlo ibem will inchW9 d food treated by site / � and/or Ground Dishirbahm for the proposed dealing and/or O*Aes.as well as all V_ F-1 ,ac"fl 7 00 Site improvements and the permanent Creat m of ri-F.fAami) imperviousstrrfaces.) PROVIDE BRW PROJEC'P DESCRIPTION P,o 2 Does the Site Plan arxl/or SurM Show All Proposed fteminaDrage ShIchm it Indicating Size a Location?This Proposed Grade Changes and • — 1�/yl'0.L ie-X f.IT A17J yfA� Slopes Controlling Surface water Flow. ��Jr Does the Site Plan and/or Survey describe the erosion AJOe_� and sediment control practices that will be used to — y�� control$ilia erosion and storm water discharges. This item must be maintained throughout the Entire i Conduction Period. F 4 Will IMF Project Require any Land Filling,Grading or � Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within-any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(I MY)feet of a Welland or- Submission of a SWPPP is required for an Construction activities irvcl M sag Beach? j disturbances of one(1)or mare acres; WArding disturbances of less than one acre that are part of a larger convrhon plan that will ultirnately disturb one or more acres of land; .7 -Will there be Site preparation on Existing Grade Slopes 1 including Construction activities involving sol disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to the DEC has detemrned that a SPDES pemhit Is required for storm Water discharges. One Hundred(1001 of Horizontal Distance? Ir (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit El !`r for Storm Water bbeharges'from Construction activity-Permit tto GP 0-10 901.) 8 Wi I Dmeways'Parking Areas or other Impervious Surfaces be Sloped to Direct Stor 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOI shall be mWater Run-Off / submitted to the Departn,entprior to the commencement of construction activiy into an in the direction of a Town right-of-way? � '� 2 The SWPPP shah describe the erosion and sedan A control practices and whele. 9 Will this Project Require fhe Placement of Material, ► qukK post constrhrctoq storm water management practices that will be used and/or Removal of Vegetaffon.andlor the.Cons constructed to reduce the potlutams In storm water dLsdhanm and to assure Item Withfn the Town h Construction of any conrpfbrrce with the temn and conditions of this perna In bdddloi%the SWppp:shal Rig t if•Way or Road Shoulder F-1 •� 'I,denb7y.potentat sources of potidion which may masonaby be expected to affect the Area?fre+•ttsc,wls trpr tadhrde nr.irstattatlorh w oewrray ,� quality of storn water discharges- NOTE If Any Answer to Qu 3.AN SWPPPs that require the postestopa.Orie Mmugh Mlle b Answered with a check Mark eorhstructioq storm water management practice in a Box and the Construction site disturbance b between sAoo•S.F.d 1 Acm in area i component shall be prepared by a gtralilied Design Professional Ucersed in New York Jr Storm-Water. that is knuMedgeable in the Grading,lbmilla s o Erosion rAm Control Plan b Required by the Town o,principles and practices of Storm Water fufarhagemerht Southold and Must be$ubmitterl for Rwlew Prig to Issuance ofArry Buiidirig Permit ' QtOTE A Check Mark(4)wAtr ftwer s�ete ) S'1'A'17E OF NEW YO COUNTYOFIiK, ..J n(6r Clt No.01 BUf3185050 �f �O ...................SS Qualified in Suffolk COuntlr COmrnist Ion Expires April 14, (Name „�� t> t •being /duly sworn,deposes and says that /she is the applicant for Permit, And that heJshe is the ........................................ POW.can .Ageihl;co» .. �.»...»....................»................................. i Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work:will be performed in the manner set forth in the application filed herewith, i Sworn to before me this; I F Notary Public: .... ................................................ ................................. ... .................................. (Signaml e or ) FORM - 06/10 �Wcz LLIA)6 6. P. # 3 6 7 7 9 bEVCk1L-7. b BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: 0^��r l Date Reviewed: ® Applicant: Owner: ArchitectlEngineer: Estimated Cost: 1�83 7- -1�3g jv;j�.sU4770 6 SCTM# 1000 - ��7 - �'� j Subdivision: �� Zone: _94V Conforming? /Vo Property Address: �� �'/� !:v D led City: Pre COs? Building Permits (Open/Expired): BP -Z/C/0 Z- ,Info: -- BP -Z/C/o Z- , Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y ooN Determination: ' SToRi-A W/fT-r--K_ RAIN Q,FF. . REQ. Lot Size: o K ACT. Lot Size: ;4 S SS REQ. Lot Cov. A07-0 ACT: Lot"Cov. REQ. Front YiQ ACT. Front o K REQ Side /S ACT. Side 40 {c REQ. Rear-Lr,'-O PROP. Rear REQ. Height. 35" ACT. Height 06 ` REa. BOT14 SID A� CT D fiC 44 Q� VrojecWU �/✓�c✓ � . ' )3t(Description: Waterfron or X- any cc , V t? Y If yes, water body: EP�,� X Panel# food Zone: B:ulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED PLAN S(4) SIGNED, SEWLED2-kSuPV�Y-- �Q Suffolk County Health: or N -.If yes, *Bed#: 3 *Date: f 0/ 6/4 * t Permit#: �\ 0- �-oo Town Septic Y N - If no, certification required: Y or N Received: Y for N By: . q NYS DEC: PRE-DEC9/1/7 6Yr N - Date: I1 9/�� Permit#:'—"f/3d"0399-3 - 000%r NJ Letter' — Notes: Southold Trustees: Y o Date: /0,20 / 1� Fermi o NJ Letter Notes: Southold ZBA: Y o6) Date: /_/ Permit#: —Notes: Southold Planning: Y olo- Date: '/ /_ Permit#: —Notes: Town Landmark C of A: Y oN�DTE: _/_/ *NYS CODE-Compliance(page 2): Y or N CoNTKA<ToR QcnE .!s - Q5,4Bf LI y� L.1/4B1L1 Ty --... � lC�`1ENS COMPENS4-rtow -- Notes• � ur.� ;CO ID � t 9-T,114,0 , .e�„- P-o9.o® Y 30, 3 01.00 Fee Structure: Calculation: -�.(o�s34 NEWS DWELT-1NG PETVgO GA01�GE DAMO Trim CoWSTR.. Foundation: - SF 'S� X $ ,' 0 =$ �Oa,00 First Floor: j L�0 9 SF 1 ST FLW 3&o SF DWEt L-1IU6 + Initial Fee: $ 1,00,00 aoo,o0 Second Floor: B b SF bEM0L.IT1oN— SF 176.1 SF1t o.3 $S;L ,3f! • 00.00 Other: DEMoLITIOIV 1761 SF (,be 43ar- SF X$ ,30 =$ 130, o VN Total: �(9.55 SF GARAGE +Initial Fee: $'. 1 00,00A 100,00 3 a 00 C OF 0 FEES �v0.00-{--ft 5D e �0 1 L-c-o p Ze N E 00 .0 AS B U 1 LT FEE -B- TOTAL: $ �3�.50 ���'};00 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:P_p Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGR,EERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: •MISSLE TEST + UIREMENTS: Y/N EGRESS 5.7 S.FI. 4 LIGHT 8%: Y/N VENT 4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS- YIN PLUMBING RISER DIAGRAM: LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN ENERGY CALCS: Y/N (RESCHECK) TOTAL COMPUENCE? Y/N (RETURN-TO PAGE-ONE) _ ' �o�FotK TOWN OF SOUTHOLD BUILDING DEPARTMENT s TOWN CLERK'S OFFICE y SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36778 Date: 10/27/2011 Permission is hereby granted to: Giniger, Evan &Walsh, Gerry 305 E 91 st St New York, NY 10128 To: Demolition & Construction of a New Single Family Dwelling; �. Living Room, Dining Room, Kitchen, 3 Bedrooms, 3 Baths, d,/�- �ti•; _ Utility Room, Laundry, Entry Hall, Fireplace, Rear Deck, Loft, / QL 7 Outdoor Shower, Porch, 2 - 2nd Story Decks, as applied for. At premises located at: s 315 Fleetwood Road, Cutchogue, NY SCTM # 473889 �� Sec/Block/Lot# 137.-4-14.1 Pursuant to application dated 10/17/2011 'and approved by the Building Inspector. To expire on 4/27/2013. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,830.30 Total: $1,880.30 Bui ding Inspector �eo * OF SO!/ ly I �o� ono Town Hall Annex Telephone 631 765-1802 P ( ) 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • aO _ �Q�� Southold,NY 11971-0959 yCoUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD July 17, 2012 Evan Ginigyer 205 W 76' St New York, NY 100203 Re: 315 Fleetwood Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. roval. P 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. BUILDING PERMIT: 36778 — Demo & New Dwelling 6.6 ZOO AE _ .. . .. 0 E X\* ' .... 13° 40VE0 . + GARAGE q .......: ........... rn :: rri : :g:. ::...t '.::':':.:.. ORG t� s :CONC f �� GARAGE ,W 6.8 2 ...... '.'.'. FOUND .O / 4:8 CONC. MON. 0.0 101. Dt4v .- � t *-. 6.9 rn ... r--� H m LE 1 ,may - LI 37 I � i 1 i 8 ON7 i l 1 l I i l I i i I V1, i3idg, X _ Z ! i i Foundation I j>1 I Bath l xtension t l 2 3 � S j 60 Basement I Floors 1 R I :xtension 4'�laEls I 5, nterior Finishixtension ; I Fire Place !E z;- Heat i 2 j I 1 I I Po r is X - 7 3� I !r i< Porch !Roof Type Dr=-;CSG 2 0 x Z®= -4 00 j o d i Porch Rooms i st Floor 3�� SffC�✓ `'i X'fo3y . ' Patio !Rooms 2nd Floor I Garage = 3 1 �s_ Driveway Dormer F - I 1 ). B. show � i 6.s ZO A� ZONE 5.6-x = W 1 � 5.1' _ 0 ?9• 14.9 I 9..4' GARAGE 14.9 r 2.8'W G7 r1 CONCRETE n� 1 to �1 ° TOP FND.7.7 ° D TOP FND. 55_0 Q m m m 20.7' 38.8 15_6' i E ;:GONG Q FOOTING rY GARAGE GONG II , TEST HOLE DATA 2.2 W. 10.0' / FOUND ~" (TYP.)� I CONC. MON. -uocz / (TEST HOLE DUG BY NATHAN CORWIN L.S. APR ro Z o 0 / I '� ELEV. 4.9 0. Q �Zm I. I S / 0 ° . .Q BROWN LOAMY S 4 �0.9 I x 0.5' 6.9 15.0' 10.0 I T ST' I i� H LE 7\ UTILITY I I POLE 1 I PALE BROWN FIP \ I I II • ! � 1 I w I I 4.6 x I �. ELEV. 2.0 3. o 5.8 p 7.1 x I I I MI o I I 1> o I o� �/ 1 1 m x W �v s.s I I I -j . x LA x I WATER IN PALE 00 5.8 1 I I Q� * FINE TO MEDIUA I x4LA D4 .9s N � J I Z 4.9 z l SPLIT R ER 10 moo. I r FENCE M 5t.1 5 �. zo 5.1 274.83' 6.9 6.5 s 8 8T-x » 6_03 EDGE OF PAVEMENT - 7.4 - ' ,f 75.E'. - - - -86'40 00 W tT x6_634 o. x WonT FLEET ;g kF f t, k -tic, k � I i i; 1-3/4X14 ML RIDGE F� • F#2��Cp�6.OG . L ZX�00 2X8 DF#2 CJ @16"OC _ 2j0 2XI0 RIDGE - . ®® .c 2X8 RR @16"OC 2X4 PLATE 3/4"SUBFLOOR 11-7/8 TJ1230 WOOD-1 FJ @16"OC 2X8 C1 @16"OC i (2 2 10 BEAM _(2) -3/4X11-7/8 - ML BEAM 6X6 ACQ 3/4"SUBFLOOR 11-7/8 TJ1230 WOOD-1 FJ @16"OC 2X8 ACQ D1 16'OC ACQ SILL PLATE TY/ ML GIRDER /y ; (2)2X10 R a•, fEX SILL SEAL aaoe p. ;ILL SEAL ,ti 10"dia. Jy STEEL '• ti CONC.PIER C COLUMN •'o 2"CONC.SLAB •, 36"X36" 12"CONC.FTG. 24"X24"X12" • of a (4)#5 R BAR EACH WAY • nn 73 � � ([' U� CONC.FTG. -94 -ECTI®N A-A /-0-/ - �G S E: 1/4 " = 1'-p" i REScheck Software Version 4.4.3 NOCompliance Certificate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 17% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Giniger Mark Schwartz,Architect Cutchogue,NY P.O.Box 933 Cutchogue,NY 11935 631-734-4185 mksarchitect@optonline.net Cornpfian.cer-Passes using UA trade-off Compliance:1.4%.Better Than Code Maximum UA:350 Your UA:345 The%Better or Worse Than Code index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • • UA Assembly Area or or D•• Perimeter • Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1033 30.0 0.0 34 Ceiling 1:Flat Ceiling or Scissor Truss 800 30.0 0.0 28 Ceiling 2:Cathedral Ceiling 233 30.0 0.0 8 Wall 1:Wood Frame,16"O.C. 1247 13.0 0.0 81 Window 1:Wood Frame:Double Pane with Low-E 25 0.280 7 Window 2:Wood Frame:Double Pane with Low-E 98 0.290 28 Window 3:Wood Frame:Double Pane With Low-E 18 0.300 5 Door 1:Solid 38 0.300 11 Door 2:Glass 76 0.300 23 Wall 2:Wood Frame, 16"o.c. 1000 13.0 0.0 68 Window 4:Wood Frame:Double Pane with Low-E 27 0.280 8 Window 5:Wood Frame:Double Pane with Low-E 56 0.290 16 Door 3:Glass 92 0.300 28 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has be meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comp) .''tt aft . irements listed in the REScheck Inspection Checklist. .S ;• Name-Title' Si Date MAR 2 0 2012 BLDG.DEPT. TOWN OF SOUTHOLD Project Title: Report date: 03/20/12 Data filename:C:\Users\Drafting Station\Documents\REScheck\giniger.rck Page 1 of 1 SURVEY OF LOT 5 & EASTERLY 1 /2 OF LOT 6 MAP OF FLEETWOOD COVE FILE No. 1283 FILED JULY 1 , 1938 SI T UA TE CUTCHOGUE SHORELINE TOWN OF S O U T H O L D 0 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1 000- 1 37-04- 1 4. 1 SCALE 1 "=30' Water Line()DUST Be Inspected By The � FEBRUARY 12, 2009 Suffolk County [kept. Of Health Scvices SEPTEMBER 3, 2010 REVISE PROP. DOCK Call 852-5700, 48 ;-lour; In r' dva ce, OCTOBER 6, 2010 CONVERT DATUM TO N.G.V.D. 1929 To Schedule Inspections}, DECEMBER 20, 2010 UPDATE SURVEY MAY 16, 2011 ADDED PROPOSED HOUSE r'o 1n WaTc (j li(f ��(�I�l�l �)r� AREA - 24,585 sq. ft. (TO TIE LINE) 0.564 aC. N 77°22'26" E 29.74, S 87°40357 E 8.5 4' OWNER/APPLICANT: N 65048903 E ail, 11, EVAN GINIGER ppcK "ppD WC)CD 305 EAST 91 st STREET 39.7 6' RAMP 11-o BU LKHEAD ,r^( awl. 1 3 TIE LINE all, NEW YORK, NEW YORK 10128 C® LON WATER MARK WET PN x C/) _j-2 NOTES: x?.a / v; 1. ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM. MPR� 1�2I �I 2 25 / NO EXISTING ELEVATIONS ARE SHOWN THUS: wPSER MON 7 EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -5- - - - N\GN OF / C5 PROPOSED ELEVATIONS ARE SHOWN THUS: e TIDGE I / LIMITS Z 1 Q �NNDSRPT SEAWA�� EDWN \ PROPOSED CONTOUR LINES ARE SHOWN THUS: WETS` W 2.2 1 x 2. / / x 3.a /179 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO164H 1 I / ZONE AE: BASE FLOOD ELEVATIONS DETERMINED I / l ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD O 1 I I WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL :2: 11I //a I CHANCE FLOOD. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS. x 25 x 3.a x 3.9 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. 5 POOLS; 2' DEEP, 8' dia. P/0 LOT 5 // (^ PROPOSED EXPANSION POOL .,:a •L,z .,_. _ I; , i :�ti 4_ LOT 6 OPROPOSED LEACHING POOL 1 PROPOSED SEPTIC TANK 5-- I 1 x4.4 x / 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD P/0 1 47 / OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. LOT 6 \I 1 / LOT 4 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND s I\ 1_ - _ _ - _ REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. \\ I 1 6 6 ZONE AE 4 6) S 5 "." DRAINAGE SYSTEM CALCULATIONS: - - I.> .' 4 ZONE * .,f.:== .�� HOUSE AREA: 1,103 sq. ft. SU+t'OLK COUwTY I,i QKiT��I`1UT OF¢rtcAt-rH SERVICES ' \6 1,103 sq. ft. X 0.17 = 188 cu. ft. EXISTING ice: 1� 1=X15TING HOUSE, 188 cu. ft. / 42.2 = 5 vertical ft. of 8' dia. leachingpool required FERft41T FOR A �ROV%L G�1=d°CtvCTR0CTi0isl hOFt A P q 1 GARAGE ,' pR DEGK - II DEGK TO BE PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS w..`� SINGLE FAMILY RE-S'7=•1' AND TO BE REMOVED i � '.: 9 4 REMOVED GARAGE AREA: 360 sq. ft. o.l._fdvi f GARAGE 3b.q',, _ : I - 360 sq. ft. X 0.17 = 62 cu. ft. 2.8'W' "• "`,� •'•..• .' """' "'3t'" i"' 62 cu. ft. 42.2 = 2 vertical ft. of 8' dia. leaching pool required 20.6'.. PROPOSED.:.'c ! `.. 1 0 / 9 P q �. ::HOUSE i DA PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOLS 'I c> p .... �D cr D.1TL C c D a F.FL. 8.0.:`t::: I m �'r �� /J`I / /�!(�/� o D� '`` O� "" '''' " 5.5', r1 r 0 PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: "' I cu /, C m r I N D J�J ff �0 ORG PIPE m pt rr CONC «d^ I ' P TOTAL il.r'�!,vjUl'I;REED?'�'i mG ` i; p GARAGE \ '. 6.8 8-3 p . GONG. WALL m 2.2'W. I' Rq EXPIRES THREE YEARS�=s��;��f�TE�F�„�i�€?Q1/AL FOUND 0 ' / F �I TOP WALL 8.0 TEST HOLE DA TA CONC. MON. / / (TEST HOLE DUG BY NATHAN CORWIN L.S. APRIL 15, 201 1) O.0' TO ja X1 \ 1' "� 10' O :D� .# i ELEV. 4.9 0 °9 a BROWN LOAMY SAND SM 6.9 rn I I I_ \I� x�Q J FF d -1 O I U I In LE � PALE BROWN FINE TO MEDIUM SAND SP ,1 rn I I Ln Z 6 ip I l 4.6 I ELEV. 2.0 _ fA ° D < f 3 Abandonment of existing,sanitary sy mL3t b4 in 7.1 x � d I s comfornau � AI A` I =' I UNAUTHORIZED ALTERATION OR ADDITION nee Ev i`t7h'td1 eTartnl�nt rE(�dili.',, ' , S(ju!nit 171 rn 70 THIS SURVEY IS A VIOLATION OF 11 VLJIprom / I I SECTION 7209 OF THE NEW YORK STATE compacted fort: rL' �- � II- C,4 EDUCATION LAW, (A x o£ I �I w �� 6'X / . ° I I¢'9 m I l; CP1 COPIES OF THIS SURVEY MAP NOT BEARING 1 I ml I 00 * _ THE LAND SURVEYOR'S INKED SEAL OR (Jl Q WATER IN PALE BROWN 4.19 I N FINE TO MEDIUM SAND SP EMBOSSED SEAL SHALL NOT BE CONSIDERED // TO BE A VALID TRUE COPY. Z X4.9 D E -� V o m � CERTIFICATIONS INDICATED HEREON SHALL RUN Z ONLY TO THE PERSON FOR WHOM THE SURVEY n0 ° a SPL R�Ot MET I� / - 10' TLEIS REPARED, AND COMPANY, GOVON HIS ERNMENTTALALF TO AGENCYTHE AND �/�` 0o ° 4 FENCE M TE ER-' �-- _ 7/ 0 6.2 5.1 5.1 5 LENDING INSTITUTION LISTED HEREON, AND TIE = 274.83' 6.- - _ TO THE ASSIGNEES OF THE LENDING INSTI- -{�x-T5-6 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. - - - .7x, °a. -. x�-i-��� �6�1 LA V� I FOUND 8 6.i�� CONC. MON. _ ,,}},, E, EDGE OF PAVEMENT , "W ° , 75.U0 : , �� THE EXISTENCE OF RIGHTS OF WAY 742 '40 00 AND/OR EASEMENTS OF RECORD, IF 7- :o °' ANY, NOT SHOWN ARE NOT GUARANTEED. � x.6.6 s'9g-rran.t ter,.+^�i ° �. < ^ o .. yea �.ix'av,z" ,_ x PUBLIC WATER IN STtEET �=' II `TM�'' ��--T �� D PROPOSED CONC. RETAINING WALL DETAIL Fc-R% .� y :: .` ,p {! t ��T (NOT TO SCALE) r"iL.:��;i ._re. JI- LE� PREPARED IN ACC A MINIMUM r :�M- ""' I+ I-�8 -I STANDARDS FOR ERr/ E$FABLISHED O 1 P- /Y' '`��'�'" FINISHED GRADE I� BY THE L.I.A. AN '�A P ED ANIp' DO TED DWELLING ,,, g �� 1 �j ; USES PUBLIC WATER o FOR SUCH U 7'E N-Y 3E C'AND Foy L i nnrrt pl TITLE ASSOC �.' i C.Q� ...._„„ No. 4 REBAR ® 2' O.C. PROPOSED SEPTIC SYSTEM DETAIL , HOUSE (NOT TO SCALE) No. 4 REBAR ELEV. 8_0' ® 2' O.C. a FINISHED GRADE FINISH GRADE D FINISHED GRADE \� 'ELEV. 8.3' ELEV. 8.0' �lYK3� MEMBRANE WATERPROOFING TOP EL. 7.3' 1' MIN. TOP EL. 6 5' t-1' MIN. SEPTIC SYSTEM SIDE p , MIN. 4" DIA. SEPTIC LEACHING T 3' CLEAN D N.Y.S. LIC. NO. 50467 INV. EL. APPROVED PIPE TANK APPROVED PIPE POOL 0, LEACHING N SAND 6.5' min. PITCH 1/4"/1' min. PITCH 1/8"/1' INV. EL. 5.7' POOL COLLAR o INV. EL. 6.3' INV. EL. ° 5.8 D N ol z Nathan Taft Corwin III DISTRIBUTION 5 POOL SYSTEM POOL OF BOT. EL. 4.0' GROUND WATER ELEV. 1.9' No. 3 REBAR ® 12" SEPTIC TANK-Cl) T ° QG. P anSurveyor 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (5) 0 2" D' a a 2.. 1 TANK: 8' LONG, 4'-3" WIDE, 6'-7" DEEP ° - - N 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ro o 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 5 POOLS; 2' DEEP, 8' dia. .,° . ° Successor To: Stanley J. Isaksen, Jr. L.S. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) -p j ,D Joseph A. In e no L.S. psf' LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. P 9 9 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). No. 3 REBAR ® 18" D.C. Title Surveys - Subdivisions - Site Plans - Construction Layout 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ti/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 3-0 PHONE (631)727-2090 Fox (631)727-1727 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOT 5 & EASTERLY 1 / 2 OF LOT 6 MAP OF FLEETWOOD COVE FILE No. 1283 FILED JULY 1 , 1938 SITUATE CUTCHOGUE SHORELINE ` TOWN OF S O U T H O L D Y SUFFOLK COUNTY, NEW YORK U -, t�- S.C. TAX No. 1 000-,A`3`7-04- 14. 1 SCALE FEBRUARY 12, 2009 SEPTEMBER 3, 2010 REVISE PROP. DOCK OCTOBER 6, 2010 CONVERT DATUM TO N.G.V.D. 1929 DECEMBER 20, 2010 UPDATE SURVEY MAY 16, 2011 ADDED PROPOSED HOUSE AREA = 24,585 sq. ft. (TO TIE LINE) 0.564 aC. N 77°22'26„ E 29.74 S 370 40'57" E 8.549 OWNER/APPLICANT: EVAN GINIGER 65°48'03„ E wpop ilLl 305 EAST 91 st STREET oOCK N , RAMP 1_o BULKHEAD 39 76 NEW YORK, NEW YORK 10128 11_3 TIE LINE 2 all, >I GO p9/09) MARK (02, all, 1_4 , all, `J LOW WA1ER - j�Nps I i x 3.2 NOTES: al / (iJI .� 1. ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM. pOG 1�21201 2� / f� EXISTING ELEVATIONS ARE SHOWN THUS: x 5.o R MPR� coNc / �� EXISTING CONTOUR LINES ARE SHOWN THUS: - WAjO MON \ / C3 PROPOSED ELEVATIONS ARE SHOWN THUS: S.s WAN TIDAL Z \ / Lp,NDWARD LSEA`NARD EDGE Q PROPOSED CONTOUR LINES ARE SHOWN THUS: WET�NDS Al OF LAWN \ / x 3.8 (f'rl 2. FLOOD ZONE INFORMATION TAKEN FROM: 2.2 \x z. / FLOOD INSURANCE RATE MAP No. 36103CO164H N \ / ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS O \ I ( THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL \ /o CHANCE FLOOD. I 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS. 3.4 x7.9 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP NN x 2. / x 4. MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. 5 POOLS; 2' DEEP, 8' dia. P/0 \- LOT 5 // ( PROPOSED EXPANSION POOL 4_ LOT 6 \�, �� � i O PROPOSED LEACHING POOL \ PROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD P/O s x� \ x a 4 4.7 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. LOT 6 \ \I \ LOT 4 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. _6_6 ZONE AE p DRAINAGE SYSTEM CALCULATIONS: �.� _ 4 6) 5.5 ZONE X�* :\9� HOUSE AREA: 1,103 sq. ft. 1,103 sq. ft. X 0.17 = 188 cu. ft. EXI5TING i .�.;r: 6 1 EXISTING HOUSE, 188 cu. ft. / 42.2 = 5 vertical ft. of 8' dia. leaching pool required GARAGE �` �:'' PR DEGKN 1 `I �_DEGK TO 13E PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS `-% REMOVED TO BE REMOVED 9 c GARAGE AREA: 360 sq. ft. GARAGE 36 q .:: ,: ... �, 360 sq. ft. X 0.17 = 62 cu. ft. 2 B'W 62 cu. ft. / 42.2 = 2 vertical ft. of 8' dia. leaching pool required 20.6, 6.00 PROP05ED :':.: I GD X o i y� �� PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOLS c GD '1 rCt.- ::... HOUSE ;D c g , y v e"=?� - ° } '�;��'r I5.5 m m PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: r r PORG PIPE rnrn 5 Z .- n0 GARAGE NC \ ..^ 6.8 ' b-3 -PREP. GONG. WALL m 22'W. I ,� I TOP WALL 8.0 TEST HOLE DATA FOUND O:,: I CONC. MON. \ / _ (TEST HOLE DUG BY NATHAN CORWIN L.S. APRILIS, 2011) A-A:' \ 10' ELEV. 4.9 0' ➢p I 9 Imo BROWN LOAMY SAND SM x M-� _I: a o.s' 6.9 ° � I � 7 U I ITY LE y PALE BROWN FINE TO MEDIUM SAND SP rn n 6I o IA�In, ELEV. 2.0 3, �� 7.1 0 <I I A I s 0 TO UNAUTHORIZED SIURVDEY ALTERATION VIOLATION OFTION -\ SECTION 7209 OF THE NEW YORK STATE (,4 EDUCATION LAW. W _L-5 . 49 Wt II N v (wjl COPIES OF THIS SURVEY MAP NOT BEARING m I THE LAND SURVEYOR'S INKED SEAL OR ° �I DD 5-.8 * WATER IN PALE BROWN EMBOSSED SEAL SHALL NOT BE CONSIDERED CJT I o I x N FINE TO MEDIUM SAND SP TO BE A VALID TRUE COPY. mt I y O�/� CERTIFICATIONS INDICATED HEREON SHALL RUN O r Im I �- oii ^, O ONLY TO THE PERSON FOR WHOM THE SURVEY o \ I I� �/ IS PREPARED, AND ON HIS BEHALF TO THE ° a I SPL RR�CIL yATq I / 10• TITLE COMPANY, GOVERNMENTAL AGENCY AND o FENCE METER- T/ LENDING INSTITUTION LISTED HEREON, AND - 5.1 51 5 KID �2 B TO THE ASSIGNEES OF THE LENDING INSTI- TIE = 274.83' wATii 6 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. 6'9JALVE.. j 8 8.1�� x ° FOUND , �.03� EDGE OF PAVEMENT THE EXISTENCE OF RIGHTS OF WAY CONC. MON. 7- 04 40,oo„`AI a 75.00 a" • AND/OR EASEMENTS OF RECORD, IF p • ANY, NOT SHOWN ARE NOT GUARANTEED. a n ^ o .. •x6.6 8_14 x < PUBLIC WATER IN STREET n r��1pT 0 0 AT PROPOSED CONC. RETAINING WALL DETAIL FLE JL W V (NOT TO SCALE) PREPARED IN ACC AtdEE-YJ17H THE MINIMUM ��8� STANDARDS FO TJ�F__NPR RV YS� ESTABLISHED -I BY THE L.I. ANPRVEqq AN ADOPTED FINISHED GRADE I FOR SUC _YbRS TE LAND DWELLING °. TITLE AS AT USES PUBLIC WATER s ° N.240RCBAR .' 7w PROPOSED SEPTIC SYSTEM DETAIL ° v HOUSE (NOT TO SCALE) ® 2, D.C. > ~ " ELEV. D FINISHED GRADE �/ r FINISHED GRADE FINISH GRADE ° `car r01 ELEV. 8.3' ELEV. 8.0' �%�{� w MEMBRANE WATERPROOFING V/r:T�` T•. SEPTIC SYSTEM SIDE ° �V ND TOP EL. 7.3' 1' MIN. TOP EL. 6.5' ' MIN. n MIN. 4" DIA. 6^ SEPTIC LEACHING T 3' CLEAN ° N.Y.S. Lic. No. 50467 INV. EL. APPROVED PIPE TANK APPROVED PIPE LEACHING n, SAND min. PITCH 1/4'/1' min. PITCH 1/8"/1• POOL p00L 1 COLLAR 6.5' A. INV. EL. 6.3' INV. EL. B.�.I - Nathan Taft Corwin III � z DISTRIBUTION POOL OF BOT. EL. 4.0' GROUND WATER Land Surveyor 5 POOL SYSTEM ELEV 1 9' No. 3 REBAR 0 12" ° O.C. ° SEPTIC TANK (1) LEACHING POOLS (5) 2• 1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. - 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7^ DEEP 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. Successor To: Stanley J. Isaksen, Jr. L.S. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. Joseph A. Ingegno L.S. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3^, A TOP THICKNESS OF 6^ AND A BOTTOM THICKNESS OF 4^. 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). No. 3 REBAR ® 18" O.C. Title Surveys - Subdivisions - Site Plans - Construction Layout 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 31/4") 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3^THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 3'-0" PHONE (631)727-2090 FOX (631)727-1727 6. A 10, min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF LOT 5 & EASTERLY 1 /2 OF LOT 6 MAP OF FLEETWOOD COVE FILE No. 1283 FILED JULY 1 , 1938 SITUATE CUTCHOGUE SHORELINE '� TOWN OF S O U T H O L D �J SUFFOLK COUNTY, NEW YORK 0 S.C. TAX No. 1000- 1 37-04- 1 4. 1 SCALE 1 "=30' FEBRUARY 12, 2009 SEPTEMBER 3, 2010 REVISE PROP. DOCK OCTOBER 6, 2010 CONVERT DATUM TO N.G.V.D. 1929 DECEMBER 20, 2010 UPDATE SURVEY MAY 16, 2011 ADDED PROPOSED HOUSE SEPTEMBER 12, 2011 REVISE SEPTIC SYSTEM & ADD DEC WETLAND LINE NOVEMBER 20, 2011 FOUNDATION LOCATION FLOATING DOCK AUGUST 6, 2012 FINAL SURVEY „ E AREA = 24,585 sq. ft. N 770 22�26RAMP S 870 40'57" E (TO TIE LINE) 0.564 ac. 29.74 8.54, oOrly- N 65°48 03 W000 L I,� o ' \WOOD RAM o 39.76 P BULKHEAD CER TIFIED TO: �� �1 0 c® TIE LINE EVAN GINIGER RK (02�p9�0g� ali, Ili, I,Ir, �— WATER MA ,I�, i Ila, LOW Np5 ,I,, = T\OFV WEZ\A I � � � N NOTES: \O (rl 1. ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM. ,111, °� 0 R� l�2lz I'' 2. FLOOD ZONE INFORMATION TAKEN FROM: W SER O _ C.I. FLOOD INSURANCE RATE MAP No. 36103CO164H NEON F OF LAWN MONI,II O ZONE AE: BASE FLOOD ELEVATIONS DETERMINED EDGE 2 1 I O ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD I frl WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS O THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. N I O I NYSDEC TIDAL WETLAND BOUNDARY AS MEASURED O AF/SL I IN THE FIELD ON 8/12/2011 BY �\ � ...'_"'"'"'""'—R- ---n-- --_ ,__•- -,w_..._ ,..�..,--_-e,m.... AUG o \P/O I LOT 5 8 '2012 LOT 6 OFFICE CO.HEALTH SERVICES P,ASTEL'ATFR F-�GT. LOT 6 \ II LOT 4 ZONE AE (EL 6) \ wooD � ZONE X* W STEPS oa WOOD STEPS an w:.. x WOOD DECK 0 1 � 5.1 I x 2n STORY 15.0 GARAGE OOD DECK 15.0' ti ?g, ' 9 4., 2.8'w. I SEPTIC SYSTEM TIE MEASUREMENTS AIR COND. 2 STORY HIMNEY UNIT o FRAME HOUSE q cj D D A m / �� GARAGE GARAGE G)m F.FL. rri m CORNER �A CORNER m 39.1' 15_4° SEPTIC TANK , ?p'4 PIwE 13.5 15.5' CONC ROOF OVER I COVER 1 GARAGE wool) PORCH SEPTIC TANK 2.21w. 10 A I / COVER 2 17.5' 11.5' FOUND WOOD CONC. MON. STEPS* N�n / LEACHING POOL , a �y 1• SEPTIC I COVER 3 43 20' ulrn 0 TANK �m rri m I / LEACHING POOL 39' 15.5' 1o.D' 15.2' B I m COVER 4 4. BRICK £� I �M / LEACHING POOL WALK m IN A� COVER 5 42' 21' I 4' N `v 1 4 5 LEACHING POOL , UTILITY COVER 6 49.5 25.5 3 POLE 1 a f I LEACHING POOL 7 51' 28.5' s �N I � COVER 7 t� 10 . o ''I lob I � If (� A_ U1 < a m O f " ? f I UNAUTHORIZED ALTERATION OR ADDITION I- TO THIS SURVEY IS A VIOLATION OF co (� 1 SECTION 7209 OF THE NEW YORK STATE 0 Z I m l I W �v EDUCATION LAW. N W I z, ail W `- COPIES OF THIS SURVEY MAP NOT BEARING o I CO THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 0 ° I TO BE A VALID TRUE COPY. c /�� �� CERTIFICATIONS INDICATED HEREON SHALL RUN z I m III 1 WAVER I ONLY TO THE PERSON FOR WHOM THE SURVEY °d J SPLIT RAIL WAiME T R I / IS PREPARED, AND ON HIS BEHALF TO THE — o0 I FENCE TITLE COMPANY, GOVERNMENTAL AGENCY AND 0 LENDING INSTITUTION LISTED HEREON, AND TIE — 274.83' WATER �r TO THE ASSIGNEES OF THE LENDING INSTI— VALVE, / TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. FOUND a CONC. MON. d EDGE OF PAVEMENT S 860 40'00„W a 75 00 ,, THE EXISTENCE OF RIGHTS OF WAY ORD, IF ANYD/OR NOT SHOWN EASEMENTS OF NOT FCGUARANTEED. .a �� ROAD 1 LE E T W 0 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. OF N,C. C7" 1 .dd. 50467 Nathan Taft Corwin III _ Land Surveyor Successor To: Stanley J. Isoksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF rLtCj,GV� C� �1 � LOT 5 & EASTERLY 1 /2 Off' LOT 6 2 2 2011 MAP OF _ FLEETWOOD COVE IDG.DEPT. FILE No. 1283 FILED JULY 1 , 1938 TOWN OF SOUPHOLD SITUATE CUTCHOGUE SHORELINE TOWN OF S O U T H O L D SUFFOLK COUNTY NEW YORK Y U J 9 O S.C. TAX No. 1000- 1 37-04- 1 4. 1 SCALE 1 "=30' FEBRUARY 12, 2009 SEPTEMBER 3, 2010 REVISE PROP. DOCK OCTOBER 6, 2010 CONVERT DATUM TO N.G.V.D. 1929 DECEMBER 20, 2010 UPDATE SURVEY MAY 16, 2011 ADDED PROPOSED HOUSE SEPTEMBER 12, 2011 REVISE SEPTIC SYSTEM & ADD DEC WETLAND LINE NOVEMBER 20, 2011 FOUNDATION LOCATION AREA = 24,585 sq. ft. N 77-229 2691 E (TO TIE LINE) 0.564 aG. 29.7 4' S 87°40'57" E 8.5 4' 0 WNERZAPPLI CANT: N 65048 03 EVAN GINIGER » ,sir, 000K E RaMP 1_"I WoCOD 305 EAST 91 st STREET 3g.76 BUILKHEAD alr, NEW YORK, NEW YORK 10128 alo � TIE LINE C® g/09) 2 D2/p 414 dr. , - alb ^' K � _4 � W WATER MAR a�i, , alr, LO � S1ANp5 I � 32 NOTES: 1. ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM. - ' z5 `IIr/ N EXISTING ELEVATIONS ARE SHOWN THUS: x6.o W ZER MP _ CONC x- / O i EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -5- - - - N�ON P �,WN� rnoN,i, / CY EDGE OF Zi I 4 / Q 2. FLOOD ZONE INFORMATION TAKEN FROM: x� FLOOD INSURANCE RATE MAP No. 36103CO164H O011, W 2. x / ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD N I / WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS i,, O I / I THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL / NYSDEC TIDALO CHANCE FLOOD. WETLAND BOUNDARY AS MEASURED � I IN THE FIELD ON 8/12/2011 BY AF/SL x 4 x� X .5 0 I LOT 5 LOOT 6 I �i/ \ I / x44 P/O x x\ / LOT 6 y / LOT 4 6.5 ZO At 6) ZONE - s.s \ w 5.1' 1 I GARAGE 14.9' 'y0 ?8' 14.9 94 2.8'W• CONCRETE t' I G7 N FOUNDATION P D D A TOP FND. L7 ° D D D D TOP FND. 3_4 m m 0 r t�m 38 8' 15_6' 20.7' P'F'E CONC o / ° GARAGE. NC 10.0' F00�NG/ I / TEST HOLE DATA FOUND (TYP.), CONC. MON. oC o I / (TEST HOLE DUG BY NATHAN CORWIN L.S. APRIL 15, 201 1) zz q m I / ELEV. 4.9 a. I�z m � . x5.0 ° .Q BROWN LOAMY SAND SM 6.9 15.0' I 0.5' 10.0' I T ST r H LE I ' IN I UTILITY \ I POLE I I PALE BROWN FINE TO MEDIUM SAND SP� 01 1 I i0.o 15.8 1 �x I � v ELEV. 2.0 - I I . 0 3 '11 ' 7.1 x / I I I I o 2 „� o UNAUTHORIZED ALTERATION OR ADDITION 1 I >I D TO THIS SURVEY IS A VIOLATION OF F W 1 SECTION 7209 OF THE NEW YORK STATE A y W v EDUCATION LAW. �TJ 4.9 (!d 6.5 I I I II I I,� W �� f COPIES OF THIS SURVEY MAP NOT BEARING x I 1 Q THE LAND SURVEYOR'S INKED SEAL OR # WATER IN PALE BROWN EMBOSSED SEAL SHALL NOT BE CONSIDERED 00 J 1I o x I x 4 g N FINE TO MEDIUM SAND SP TO BE A VALID TRUE COPY. O � r C': m I ` 4� I I .+ �O�/� CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY V ➢ A 1 I I IS PREPARED, AND ON HIS BEHALF TO THE z l SPLIT R A ER iC I m FENCE ME 5 10' TITLE COMPANY, GOVERNMENTAL AGENCY AND Zzo -6--2 � 51 5_1 � LENDING INSTITUTION LISTED HEREON, AND TIE = 274.83' 6.9 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. FOUND 8 BTx-) x CONC. MON. _ -� '�3 EDGE OF PAVEMENT ` 7.4 _py�40'00"W 75.b0 THE EXISTENCE OF RIGHTS OF WAY CJ V AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 8.Lx 0 AD ki II PREPARED IN ACCORDANCE WITH THE MINIMUM l STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIA N.Y.S. Lic. No. 50467 Jy Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 REVISIONS: 4" 4- Q Q O 4„ i N 1-3/4X14 ML RIDGE #10 /OR GALVANIZED ' ( I \ I I ( 1 ^rI WOOD SCREWS W WASHERS @ 12"D.C. 160 12" - = zX�O°�#ERR 2X8 DF#2 CJ @16"OC - 1 II �� ► I , i 1J2"APA RATED SHEATHING ) GRADE PLYWOOD (ALTERNATIVIVE:7/16"0.5�8. l • l I ' ( ® ® ® �1oO 2X10 RIDGE 1/2"APA RATED SHEATHING ® I'. O ( ( GRADE PLYWOOD II I f I I f (ALTERNATIVIVE:7/16"O.S.B.) 2XI RR. I I ti J� ti — - #10 STAINLESS STEEL f t I Q f ® @16"OC OR GALVANIZED j] WOOD SCREWS W/ 1 1 WASHERS @ 12"D.C. Q �1 II WINDOW SILL 2X4 PLATE I TYPICAL WINDOW OPENING 3/4"SUBFLOOR w I t l ( 1I1 (LESS THAN 4-OX8-0 OPENING) u � � �� 11-7/8 TJ1230 WOOD-1 FJ @16"OC zxsu�t6^oc _- -_ (2)1-3/4Xll-7/8 U --MLBEAM O (2 2 l0 BEAM ok TYPICAL DOOR OPENING ; (LESS THAN 4'-OX8'-O"OPENING) I _ _ 6X6 ACQ O 0. 04" = POST 0 e Q 31 ` I I I 4" _ Z 3/4"SUBFLOOR I 1 FF EL.9 EL 9.0 _ _ y I1-7/8 T11230 WOOD-I F1 @16"OC �T-�-7 zxs,acQ —- _ — � - ( - - EL.7.7 __—__ 2X8 ACQ DJ @16'OC DI ,16^oc I I O w I� I I • I •• (� • ` (� • -r--•(3)1-3/4X9-1/2 —-—-— EL.7.7 to (2)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER , (2)2X6 ACQ SILL PLATE ML GIRDER ° EL. 7.0 e, COP.R•TEX SILL SEAL e (3)2X8 ACQ •a d EL.6.0 1a.� o F AM SILL SEAL GIRDER a a t ! t Jf I t ,f I 4 "4 o X 4"STEEL �< "d ] tt ] (I V'^'. - COLUMN `° 10"di Z a. � ® � 1\ ® / f ®® � • '' I \\ ® �? >' '10"dia, > 8"CONC.WALL ;. v, Po.� .d n peo CONC.PIER o t I ! I ! ( I t M e• d CO)NC.PIER ,. DAMPPROOF EXT. o / " " ' 0 J•'�d s lz'oc � ! I _,• _ _� 2 CONC.SLAB 36 X36 X12' CONC.FTG. 24")X24"X12" 16"XB"CONC.FTG, (4)#5 REBAR EACH WAY 24"X24"Xl2" i. II; I i COMIC.FTG. (2)#5 REBAR CONC.FTG, I I \ 1 I 3/4"APA PLYWOOD SECTI01ft\j1__A,ASHEATHING I ,1 1 I �� I I � / * 11SCALE: 1/4" _ 1�_oII O o 2X4STUDS 1 #10 STAINLESS STEEL OR GALVANIZED Il I` I I ! ( I WOOD SCREWS W/ WASHERS 12"D.C. I I I I I Ir - MULTIPLEPLYWOODASSEMBLIES ---- 2•2X4 DF#2 STUDS CONNECTED - TOGETHER WITH STAINLESS STEELOR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. - - -' - -' - i - C TYPICAL MULTIPLE OPENINGS - - .• = = ' ::. : -:. - :: __ _ R 4- X - OPENING) - (MO E THAN 0 8 0 - _ T . cn ply, WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - X o I _ : -— _ •� - _ - -GLAZING) , _ it �, ! - _' _ _ , ._:'..' I•I -I n - I' � � OR ENING TECTION (IF USING AS PER TAB4 sRI1PQo 1.4 N A.$. RES. SCHEDULE FOR WOOD STRUCTURALEF POANELS WOOD STRUCTURAL PANELS WITH H A MINIMUM THICKNESS NE55 OF 7 16 2x10 RIDGE I I , 1 ' \• WINDBORNE DEBRIS ECTIO FASTENING S UL 0 00 / _-.-_- ...__•__-- _ . _i _.........___.._ -_--^..__ _. . . -- , _ _._._ .-__. --..,_-__-_-- ; - -- - «. AND MAXIMUM]PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS, PANELS SHALL BE PRECUT TO T , j 1.:: . :,.._ :. ._ - p III s k . D TABLE .1.4 F .Y. . RESIDENTIAL -- COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. REFER TO SECTION 1 9.1.4 9 6 5 AN LE 16 0 N.Y.S. ES L - ` _ I,L� J ,, ' in CONSTRUCTION]CODE).THIS IS NOT A SUB5TITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN PRESSURE UPGRADES WHERE APPLICABLE. •-- I __-'—•---- _ _ _ •, ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOOR5, SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. C, '` - „ Y - .-.- . - f t` I' ,'I _ : t:_. __ - c��l E HARDWARE MU',ST ACCOMPANY SHUTTERS FOR INSTALLATION. r0 II} 3"0 ROOF VENT 3 0 ROOF VENT �d --_ - -- - -' - - - --- � - --- • , I i , .� - - --. ---- - -- -- - - _ - - - � - - .YI r - 2X8 DF#2 CJ @16"OC flJ , n f I I ,F ( 11 i - 1 11 5/8 TYPE-X I I,� 1 va 1112 1 1/4 1 1 a 1 vz 1 va FIRE RATED ._ ! j II I �I. • _ I . - ,i I F _ 1 3 I - O I , r - - I ; l V SHEETROCK I I I. j I I li - ----- II U) '�_� ' ^i LAV. LAV. " _; II- j r,.i � _ _ II J E-T.. "', _ --- I , I, j I,. 'I j ' • ...�.,i 'I.,1 f i -.. I ! ., _ _ '-, a OHO TH SHO /ER ---- - OR ATH OR ATH , 3 2 11i4 9 ICO. 1 1/4 2 I I I II I C.O. T !I I I T s a 2X6 A(CQ SILL PLATE t„ _ ) i I'',1 --• �..., .. ,. , `T ter' - - -�.•. �l I It ' COP TERMITE SHIELD I i _ j - t FOAM SILL SEAL r I ,' I i i .; t I` I 11114 1114 11f4 11/2 11/4 — _ _ L =. _ I _. _ .. - .- I- 1i CCL1114 (SLAB TO SLOPE TO OH MOOR) _. -._._-.-• : • e, p .. a a. .. a e, ... a a. SINK SINK LAV. W.C. 13" ,:` TYPICAL GARAGE FLOOR:: o ' W.M• o.W. SHO ER F.AJ. D e uNCRETE D e ° FIBRE MESH REINFORCEwIENT a AS REQUIRED FOR - - - 1 vz z oR ZrH z B"PC WALL 6 mil POLY VAPOR BARRIIER BUILD UP GRADE - .- - -- -- EX. C,RAC7E DRIVEWAY C O.I 1 v2 I C.o. 1 114 3 I co. M s,' COMPACTED GRANULARt FILL SECTION B—B 3 3 a a a —- -— SCALE: 1/4" _ 1�_011 — 16"X8"CONC.FTG. a"C.I. _ TO APROVED (2)#5 REBAR "I SLOPE" 1/4"PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM {�" , .: TRAP ^�+$ ,•., _ !!! +.r 4 WN: MTI J NIS 1/4"=V-0" PLUMBING SCHEMATIC B#: e ugly 08,2012 N.T.S. `a.' 'j °� �a ';`` , �!' I? IEET NUMBER: B1,PG.DEPT. 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 COMMIENCING 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 IONN OF SOLM 1GEP 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. L.____ REVISIONS: ll I- -.__ W -. _ yl m�. _ L- A 1 I T i loom _ f_ I ' -;u I e t' i _f # r r r IT T ._ t- J_ _ T ,n, I - _ -•.��_ / \ I 1. ( i_.... - .:�_._ �"!�r E - I :�_ l. . L -4- r \ ,� - xb: NEW GRADE EL.8,0, BUILD UP GRADE ~ ~ — — — — ~ — AS REQUIRED FOR — — — — — -- — — — — — - — "` — — _ — — — — ~ ~ DRIVEWAY — _ RETAINING SOUITH ELEVATION ~ - - - - - - - - - - y - - - - - - - _ - - — =-EX.GRADE WALL ;SCALE: 1/4" = 1' o Wo bfJ w U ELECTRICAL PLUR SEER CERTIFICATfO�� INSPECTION REQUIRED CERi 1Fl;ATE OF OCCUPANCY PLUMBING SOLDSR USED IN WATER �J ALL PLUMBING WASTE SUPPLY SYSTEAf-CANNOT t,WATER LINES NEED EXCEED'2110 OF 1/LEAD. :_: :,,;s- ° N •:t6 TESTING BEFORE COVERING OCCUPANCY OR FLOOD ZONE USE IS UNLAWFUL LYW��H CHAPTER 1 CORD OUT CERTIFICATE � 'IT CATE I"� r C y FLOOD D/"! . C E PREVE MON r> 4 >~ o _TT - ._� SOUTH OLD TOWNCODE07 OCCUPANCY � � •G :a "1 : . .L_I�� ._ _1_ �t .: CON7PLY Vi'tII k H ALL CODES OF w c I� - — - - — NEW YORK STATE & TOWN CODES b ej AS REQUIRED AND CONDITIONS OF , 1 d:a aY p+ T .L, .1 SOUTHOLD TOVVN Z Acu ,a II �� L- ____�.�..�_._____ SOUTHOLD TOINN PLANNINGOAR -- -- - r � �i 0o A _ CJVJTRUS1EtS .v �r.a � SOl OLD T � v 7' -- �, _ _�.. _ __ _ __ _._ _-- —___--- r �s . . �: _ u:__ _ _. _ _-____._.__--._ A at 1. ...____- ----____..-._____.�n-.._ ._-..-_..rax.._____v3,._.-._..snc....__..--� ___s.-a-. _.. ._._.®aneram....__._._._ - -r.._ :s��� • • 1.�/ -I L W.- _ - 7 _ - — -� _- - 1 I __-- T - t_ 1 ! FE q , 0 NOTI DI�,G PR AI1=ivT AT r r �i L fY Bl T .1. r.L _ 1. I �.. _!-_r L � I ll. i� _� , :_ , $02 $ 'A NI TO' 1 PfVI `FOR THE r (( -� i _� r _i: _I __.11 ..�I I�1 LI 1_ -T.�_,_�_ �__l -- I � of T4 I 7e j F LODUI'�G I"dSPt -IONS: d I r L �- - 7 7 _�_..� 11.. 'FOUNDATION - I 0 RrQUI}�Ed Tom! 1 1L ! �. L__ ,,Y _� !FOR POIiR'= CG�'GREtE __ �I �.__�_L _LI l_ I T�. _E � _v�1 _ _ .-1 Al _ r, •.. y N �._ L_I._ J i 1 - �- off, . POUGti fZAMi! L %'IBI I E- r r T y„ �,.-� F U 1�G, ._1 r L i J r- - '-L I I r ! Z.. 1 IL. _: "�;--T l sT��,-PPiNG, EL1=cfiR!-At&cAULf01 ' d _ LLI T T_1 1 1 T iL`1 l J1 �T 1-r -� I i 1 ti - `.•P-. -- T , - - 77-� �j 1 I l._ .fly_ v .. �. INSULATION I ITT - �_..._ � .. r L - -� ! _.-� L.r_.l 17.1 u i . "-J FINAL-CONSTVIJ" ION &FLEE A_ J _ iy . - -.1_ LIUST BE corvlrLtTE FOR CO. v 1_ T -- ' - T = � � � ��� o;�s, � cfiaN sHRLL TdEE E J_� .E T Ll- _1_ -�__ 1 _.L -_ _L_.r, __.L�L17�. 1 ... 1 �L__L I.� ��}- w.:. # # I 7 �l I_ -L r 1 L -, , `l. !I _T" _.rL. coy a __ µ I T_._' `� - F a , ..� r REQJIhi=hltNfiS�F THE x 1 t �_T_.L. 1 .�__.�. �.- �.. _ � L 1�1 I_L�.�__L �. I rL _ 4 .r. - f -�_._ - - - - YORK STATE. NOT RESPON5181 MR E...I� I i_ L� 1 T[LT - �T1 - 1 I___._ Tl_ -�_T- .- 1- -_. ' � >a T ._ 11_� __.. 1.T1_ _._ L,_.l 1..� ".�` DESIGN®12 0@NSfif �lGfi19N ERRS •. d • '.�i•. �' � � ..�;,.d -`F ��`��.�`Y.�Jyf7t ti:,i,^,�?',.��:.%`y'l r,P.•7R .��.�,;CV` ���� � DO NOT PROCEED WITHM ' .. ------ - ---- - --------------------------------(EX_GRADE) --------------- ------ FRAMhIGUNTILSl1RVEY ---- ------------ - - OFFOUNDATIONLOCATIO".� EAST ELEVATION HAS BE: APPROVED. SCALE: 1/4" g.,. = 1' � • j, DRAWN: MII/MS d�* SCALE: 1/4"=V-0" RETAIN STORM WATER RUNOFF JOB#; PURSUANT TO CHAPTER 236 €`f September 14,20I I s :r OFT TOWN CODE. �b '` siIBETNUMRER: 4 ,1 rl mm PAINTER TO PFR{ME 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 CLARIFICATON BEFORE COMIMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDIN RTM INSPECTIONS BUILDING DEPARTMENT ENT IN ECTIONS A I MANUFACT=ER'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 WIV 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. J REVISIONS: Y:'WM' -mnr .m:.._� ... —_._.. — __ uv..+.v-_ .-..mv___._-_...-.__._._ _..vnwe., ..v_ _.__._. .... -'-__ '__._ ___ • _._. ..ma .�...+..._.. __»_.._.. na.a. .auv._...._.__..,_ •�-- �_ h- _ __- ­777 .� °p —___..:iv.M_...._>. v_....._._�_.._..w.-_iay._..-..... �-_ _ ....K_.-....•sa+u�..__._•_`--_.c..t_.___....s_.._»..m..e�_.-_._.._. _..m _..v_._.ca�x,....m�.._�i,a_.._.___._am__qv_mm--•--___wu._.-_._.�,v._-____-nr._.._._ �'._`__...._.M..___ev.v s�_._»._cax._ i.,� j�-• wevm.___..._.___...,_.wxn,�,.__.uwnw,s..___. -_vay.mna. ._.._____....uuv... _rw,mmu..... _.-_._-__aa®.._ ...m,,..ucm�._. _.---.._�mm___ wmw.,.ay.__. ._... _mw. Ir.v..avp avay..__...._ .___..._ - _ .__ ____-_...-..-- _.._...._.__. ___-�rma.w�_.....__—______._.._rmw• _..__..._..«..__.._._-._........___.- __._._ ._..__._..uv>m..s.,...—_-._.-_____.-__.__._�.rc�.cr_-._._. _ r' ad� -B -•..-...-`_,.._..--..-�..-_.__._.a�.a-»._....___.-.._._.._._._.__m_.....-___..w-.._.-._._.__ — --.�-_....-_._.ec___.. ___. +,.a<,+__._.._..m.._-__.__nw..._._...__...y�___,.:,._.__.._gym__._.._. +n_.__.__.mv,..__.---..m.____ ___-__n®_ a - -a_uti.._...-....�_..._._-._.....umvm_-- �n•earm._-_........_--..._a_mve._-_ .n a_._-........_._._____-_..>_.v......-.- a .._._..__...- ...._. ..x.res__._..uvn r�-._____.....»_,____ecv�__-_ m.._._.__...._ ,a-.'ar-__-...m __._._..,_.____._._,-e.vavm_ .wx,wc,..__ _._ — r _ z a„ o , zo 1 ULJ I LLJ all L 1.1 ,w _ - _ - 1 - - -,J- - a �. _. .� ,_ u. �.l�- ��-1 � ! I I:�.�,I.. I i a 1 I I Ti, ! 1 PE w ,L] I L. (EX.GRADE) - - - - - - - - - - - - - - NORTH ELEVATIOI� Q SCALE: 1 4" o° 3--r w � � Wo ax w U r U •rr" lL m, i 1��. cC u � 11 �_._._ .., _ _.-_.....-�.._—...._�_ -�..._..�•........_._._.___�.�,.r..-,__�,.s,_______.._--���..._,._--__�...a.__��_�..,�.�..®...ter_-w�,...�.-.�.�.�._,�...a.- � � r to U � - _ l_� I _ L - —--- - -- - _ rl _�. ( -_ _ A _ _ _..�, — gym_ iF "T �4 -1�..�1... _ �_Y� �1-�� � i i. �. i_,._� � 1_�_,L I_ J � _J�a _ .u. _ a -1 1.�C 11 L. I i 11_.I=_L _.�T 7-.. - �. � ' I i_. i t. I_ �_.j ._ 1 Z_', - I _ H J__._� � t I_i-i __j ._. __ — _.1._ry_ 771 7 _ ,� �� . _1 �_ _ j__ 1 �. 1 .1 1 _I_ _1i��] _ �. _ _ --.L1�1 _ ._ _. _I _1 r Z I_� _.�_. L ..�. _I_T_.. i . I r11 L u CL _.1L E _G L I I L�C 1-1 � _ `l� I _�--�_ x . r� ... 1 ._. � — T T f — I --1 i — L 1 L 1_T...1. L�. _ �_1..._��_ r I. 1. l. ._ �_ ' ... ��11 � I I 1 T r 11 _�.._ 1_.i - - - -- i WEST ELEVATION �;� ��A SCALE: 4" = 1' DRAWN: MIT/MS 3 SCALE: 1/4"=1'-0„ JOB#: September 14,2011 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 MANUFACTUJRER'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 A •----- ---- 12)2X10 ACQ GIRDED _ _; __ ___ ; (`�)2XI0 ACQ GIRDED ; - DETAIL DIAGRAM 15'-1" 6'-2" 6'-2" 6-2" �.``?+, 5 3% MODEL 1540-510 P`6� DUAL FUNCTION FLOOD AND VENTILATION VENT _ ----- • --; • --- •---- ------- (3) �4.�--- -;-_-_- 2X)0 -- GIRDER-- -=c= _ '�L---- =c='c^___' = _ -� f3)2X10ACQGIRDER ; _ - , -__- __- �- _ -i (---- ACQ GIRDER ; 0 I ` ' ' - -• ` - - ' `- ' - -- -- " 4'-10" �- 4'-10" - T-0'/z" - -� T-03/+" :. T-Og/." 7-0'/z' STRAP SLOTS USE TWO TOP 10"dia.CONC.PIER AND TWO BOTTOM 24X2012"CONC.FTG. W 3'BELOW GRADE(TYP.) C BEHIND THE RODENT SCREEN, LOUVERS AUTOMATICALLY OPEN AND CLOSE WITH o c a �/� 1'/,11 TEMPERATURE. NO ELECTRICITY IS NEEDED G °D 14'-1 " 2'-0" 5'-0" 2'-0" 14'1 1'/." 00 1540-510 SMART VENT R/O __.__. -. .___ _ ____ QC — 51LICONE/POLYUR•ETHANE • -- - --- �` o ' ADHESIVE LOCATIION (FLANGE) iv � v a• Q. _...__ __..__.-- -._.. ___.______ _.---__.__.____ __.___ _ _._ � a 1 • �` v, C � ' "• va C � • n• v p v n' vd � d ' p` va D a ' �` o • ' W 0.' FLOAT SLOTS a•a G c F' C ® , ' c � o Mv�l O • z; c ; LEDGER BOARD TO BE FASTENDED > TO BUILDING WITH TIMBERLOKQ O Q 1�' SELF-COUNTERSINKING SCREWS , I I 1 BY OLYMPIC MANUFACTURING b FIGURE 1 (2 SCREWS® 32"O.C.) , ti 51TRAPS INSTALLED: TWO (2)11 7/S D vin N n l g O OhN TOP TWO ON BOTTOM u I a ML i v Front View a I W(�' ° y w/1 VENT 1+I -.+r 'I .0 �' •.- q DOOR LLn=N'W�J■� 4 FLUSH o HEARTH' VENT STRAPS FRAME vOO�.1{ FIGURE 2 d a W L'�—�-L N G X, 1 , � cc m Side View AX FROM 440 2'4" — (2)IT 7/9 FIGURE 3 FINAL GRADE _ a I ML , vn 4"dia.STEEL COLUMN o Side View G 36"X36"X12"CONC. FTG. O N r r ' REINFORCED w/ Q r N� °•° v (4)#5 REBAR e.w. v N STRAP DETAIL. _ _ _ _ _ I a aeNd To wa�� � � I(3)1-3/4X9-1/2 ML GIRDER i (�)1-3/4X9-1/2 ML GIRD�R (3),�•3/4X9-1/2 ML GIRDEE), (3) 1-3/4X9-1/2 ML CIRCLER ;(3)1.3/4X9-1/2 ME GIRDER , + TEETH MUST CLICK IN TIGHT TO INSURE SECURE __ I __ ___ --- BEND PAST SO• FOR I BACK ' ---- ' ---------- SPRING r � INSTALLATION. + v s" 7'-6" 7'-6/2" 7'-6° 7'_6" I 1 , • 1 , O a I I O I U ' f O 1+1 ' INSTALLATION INSTRUCTIONS C ' �J r U ►-' w Smart VEIN & DETAILS • ; 1 1 877- 441 - 8368 MODEL 1540-510 �, • 1 0 a _- v 4_ e •v • -•_--p_.,__-_ _e._-v_ -_--.•._•_ o-_a----o-e_ vvww.smartvent..com DUAL FUNCTION FLOOD AND VENTILATION VENT777 ...__ -.•_._•- _____o-- _-.-. _.-._.,.__o_a_, ____.-- -__•_.•__.__a___ .._e_.___ _ o T " ____--------- -- --- - - __.____._._-t540-5TOSMART VENT___________..._- -__.._.._.__ INSTALLATION INSTRUCTIONS 10"dia.CONC. PIER 2X8 ACQ DJ ___2$X24X12"CONC.FTG,-____, @lb"OC 1. Remove vent door from vent frame, (Turn upside down,rotate bottom of door outward and slide out) TIBELOW GRADE(NP 1 2. Prepare a CLEAN 16.25"wide[by 8.25" high rough opening(approx. I block wide X 1 block high) for each vent. Ensure the bottom of the __ __ _ _ _=_=________ =Q e rough opening is no more tthan 12"above the finished grade. I , 2 zxlo AC GIRDE z zxlo Ac GIRDE �N+ 3. Apply at bead of silicone or polyurethane adhesive around the back of the flange on the vent frame. (FIG.2) o) 19'-51/:' 19'-5'/4" CIO 4 4. Bend the 4 steel straps to the dhickness of the wall measuring from the end with the teeth (see STRAP DETAIL) 70, rn TO,n 5. Insert the top straps into the top two strap slots about two clicks. s� o 11'-s" 3'-6" O . p" 6. Insert the vent frame in the cut opening. The bent strap ends go in then up behind the inside of the wall. } w �j Push the frame tight against the face of the wall.Ensure the frame is flush and square in the opening.(FIG.3) z u1-14 7.Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face.The sharp point of the o'/z" 3'-3" 10'-10'/�' M °J 1~ 10 ° � 4 � strapsshculdnotextendpastthlefrontoftheventface.Installthetworemainingbottomstraps. r ________._______________._________.._.____-_____ FOUNDATIONPI ® n� U 8Re-check that frame is squiare and slots are clear of debris,and caulk. a ° ° o a ° ° L-1 I 9. Install the door into frame by gratsping the bottom of door(with float pins down)and front(small screen in front). Slide door into frame o SCALE: 1/4" = 1' rn M to U m and rotate until it is latched. : A `' `T `c • Ali.. N v 10. To open the door insert two credit cards into the float slots as shown in the diagram.This will unlatch the door for removal and cleaning. v I o N a W l 0 1 I I DETAILED SPECIFIG:ATIONS: E, PROJECT NORTH ' ' W I I I @ I MATERIAL: STAINLESS :STEEL ° OPERATION FLOOD: oAUTOMATiC NON-POWERED ACTIVATION AND OPERATION S VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED �. OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 95 DES, FULLY CLOSED AT 35 DEG, NO POWER REQUIRED (Sa 4 ; ; • ; REQUIRED FLOOD VENTS: INSTALLATION: SECURED W/•4 STAINLESS STEEL STRAPS SUPPLIED D U I � I , I MIN. FLOOD VENTS U HYDROSTATIC RELIEF: :200 Sq. Ft per vent B ' a � ' � ' B LOCATION• AREA: COMMENTS: VENTILATION: 51 Sq. In,, per Vent NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION REQUIRED' REQUIREMENTS FLOOD:: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS w; 4 COLORS: 5TAINLE55 (S?TANDARD) >; ° > HOUSE 1047.4 SQ. FT. 6 EXTERIOR POWDER COoATED WHITE,WHEAT, GRAY, AND BLACK (AVAILABLE) al co /Xe I »►tt G E 1 & • °� 1 ' o N GARAGE 360.0 5Q. FT. 2 PROVIDE FLOOD VENTS AT GARAGE UNLESS SLAB AT EL. 8' • I Q r ' vr^ 10 1 I I v/ I I I • ° 1).B"THICK POURED CONCRETE FOUNDATION,3000 psi. 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES !� EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED WITH A BITUMINOUS ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR 1 1 COATING. FIBERGLASS SILL GASKET. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT Y-0"O.C.AND W/I F-0"OF CORNERS, t. . o TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A a�;,; . • UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO va . . o ' BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ,• 4; v ° 3).FOUNDATION SLAB TO BE 2"THICK(min). �� ; 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE I 4 I + , BLOCKING AT 8'-0"O.C.AND MIDSPAN. "� , •: '-• DRAWN: MH/MS e .v v , • '� •'�t � ��W�g,. SCALE: 1/4"-1'-0" < .. JOB#: September 14,2011 15i 0° • �- °> 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 CCOMMENCING 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 J MANUFACTLURER'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 PPRIOR 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: 14'—91/2" 19'—4" 1 DECK I 38'-101/2" 14'-111/4" '-0"' 5'-0" '-0" 14'-111/4" f1 3'-3" 6'-9�/2" 4'-103/4" 7'-21/2" 7'-83/4" C 20-0 MIN. 1 SIDE YARD SETBACK ------------------- -------� �----------------------------� z �� -a- �`1(�, DH P4246 J It 2X8 CJ DOOR SOWN SHOULD RE , 1 , C235 - -t6�C FWG120611-4 HINGED O OPP.SIDE �'= I , 1'' 2 1-•3/4X11-7)r8 ML DROPPED BEAM (2) -1/2 1 -�--- (2)1-3/016 ML HEADER FiN•1 o ML MD OL R. DW _O IC7�JF..,Ek�i'nLt r I' ' 'I - (C R,'IAEkMAIL AV,OVE'1Y- --' (UURMER;LomL woz l---- -- - t 4 ) I C? m pLLp;1 KITCHEN I 1 I;im 111 IIILLL I / IIJJ J I J J I t>) _._.__. _I I J J _ ._.�...._. ._. -•I-' 0`0ILL ', m '�---'tea"'` I ''W off' 7 OUTDOOR 'n O O n I L SHOWER X ' , X X i �•I -- , i. i_ -_. -N I X =N ((( r I W ,m FLUSH OPHG.FP J' N f j .- 1 I I I I rH 1EARRTH O ` cc v LO I y I FJRI.�LI1GE , LA / I tc3 I DINING PROVIDE DRAIN PAN D I I - UNDER WASHER(rYP.) R I O 1 , , 0 p.,l 1 1 M I I ___ =�_:-- --_ O o „ I I 32'-61Y2„ 1 _ _ - co w 2'-2" 7'-111/2 14'-101/2" I o ' I , ��� 1 I I - � 2 8 2 4" � (� s I AC UNITS 1 I-f) •..�. r-^°.^� �..._ �__..._......__.._., G-._.�'-_�-m^ J ANDL I UTILITY 1 L 1 ROOM + e LAJ i GA m ' I m I I m O ---'___ CE � � I '3 i ENTRY 01 E - � �r�/�� c- ap ( N ____ _ �1 i �- ' m V J BA H No. 1 -- - - ���L H I Ga INSTALL --_- •---- XiI (INSTANT HOTBEDROOM WATER SYSTEM N AS REQUIRED 1 ' CO 'l ..c0 I + o ' js ANEL QPANEL(2)-9-1/Z- M[R\k'ALLABOVEI v ML HDR. 3 0" ' 2 1-3/4X9-1 2 ML HDR. .- 3046-2 AW251 TEMPERED " " •�-I M U AW251 2XR DF#2 cliniAlInr_ 4'-31/2" 5'-0" 10'-13/4" PORCH 12'-73/4" o 0 6'-91/2„ F-& (2)aX10 DF#2 HEADER(BOXED IN) --I=== ___ -=_ _ ' € a 15-0" MIN. -£ 1OX10FG 38'-101/2 SIDE YARD SETBACK COLUMN 3'-6" r �14' 0" 15'-0" 10 R_CUSE. I) ( 01 10 1%1 USE q EEF(JSE } 1d" „ f'f 1 hl -011 \_ ----- ------ - ----- i/ �O m m 2---- -- - - - - 1ST. FLOOR PLAN, 1 1 I 1 1 1 GA �E SCALE. 1/4 = 1 0,04 y ' 016"QC 1 1 + I Lr, U 1 1 LIVING SPACE 1047.4 sq ft. ° o w W E PR03ECT NORTH PORCH 54.3 s .ft. -� 1 q 1 5 GARAGE 360 sq ft. 1 1 O Do ! I 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTfED. 8),ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE I_ to 1 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ' 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFf#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. R 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CWX PLYWOOD. 10).INSULATE ALL EXTEIOR AND INTERIOR WALLS.2X6 WALLS AT R19 E„I AND 2X4 WALLS AT R13. 1 1 \ 1 1 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL W/ALLS ABOVE.PROVIDE �I BLOCKING AT 8'-0"O.C.AND MIDSPAN. 11).INSULATE CEILINGS WITH R30 INSULATION. 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. U OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.,TO HAVE 2 JACK STUDS BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK. ON EACH SIDE OF OPENING.PROVIDE 3 JACK S'7UDS ON EACH SIDE FOR GARAGE&UTILTY ROOM TO HAVE 5/8"TYPE-X FIRE-RATED SHEETROCK. W MICROLAM HEADERS. 13).PROVIDE DRAIN PAN UNDER WASHER(TYPICAL). ( 6).REVIEW PLANS FOR OPENINGS REQUIRING TEMPERED GLASS. �dr 14).SMOKE AND Co DETECTORS TO BE INSTALLED PER CODE, I� 7).SHOWER WINDOW To HAVE VINYL JAMB LINER AND STAINLESS STEEL HARDWARE. 1 (2)2X10 DF#2 HEADER c. 7 —6 7 —6 DRAWN: MII/MS SCALE: 1/4"=l'-0" JOB#: September 14,2011 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 MANUFACTURERS 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: 38'—101/2" 2'-113/4" 6 3'-21h" 7'-6» 3'-21/z" 9'-6" 2'-113/4" 10 --•----------- DECK DECK REUSE FROM HOUSE ' REUSE FROM HOUSE t�! EXISTING DECK EXISTI G.(ZECK f 'CDr I FW iSASL CW235 FWH806 SR I - TEMPERED - (2)1- /4X9 1/2 HDR.cc 2 7 1 4 N (2) 1- 4X9-1/2 HDR. L, r - .15 , _ 2'-113/4" 8'-11" N `° g3ATH `r' LOFTt 7'-6"P .HT. \; ti / ,:';i 1 V1 Fti , ,f LINEN T�.J 6 -0 . ; YI �''Y5"-21/2 4�� 5 — 1/2„ \� ( Q cal I� _ LL CI w ice — a I i� CN —6/z" 5 --9 1/4 3 — 3/a — 1/2 ` 3 h I � �,• 1�� r� I ice- .� 2'-6" N ,a ,_ „ N O 2 3- - -- «(21 3/4X9 I I (2)1-3/4X9 1/2 ML F!LUSH BEAM ML FLUSH BEA ' (2)1-3/4X9-1/2 ML FLUSH BEAM r f o i` ___ _ _ __ MASTER BATH'n l___ _ __ - L [$� \ I I — P 1 "CV'' r - _ f � r- ( I ----- ----- - ------- - - - --�- MASTER BEDROOM __ �- -- tN 1 ,� �•, i e — — -- --- --- 2X6 WALL I ; 7'•0"PLT.HT. , „ ; „ BEDROOM No. 2 - of 8 —01/4 2'—113/4 4'-6' , ---------- C 1 PLT.HT. ' % cc _ -_ - -- 9'—61/2'f 2' " I PLT.HT. N - -- -- OD L [ _ M (2)1-3/07-1/4 ML HDR. [pjl-3/4X7�1/41�L-_DR. ro O O TW2842-2 TW2842.2 � WO bA w U r r t r •r-•� Ln � , „ f „ M U 4 —35/a 4 —35/a ; ; 4 —35/8 4 —35'a 2'-113/4" 8'—71/4" 15—81/2" 8'—71/4" 2'—11-3/4" 38'-101/2" 0 t t r \ c V C! COO N 21\j 00 PLAN � '"E PROJECT NORTHw S SCALE: 1/4" = V 00 -16 LIVING SPACE 733.0 sq ft. o DECKS 104.8 sq.ft. 5 ' y E .� „ 1).PLATE HEIGHT AT 8'-0'UNLESS OTHERWISE NOTED. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE t t r APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS,AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. , t + r 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOOD. 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19Eva,AND 2X4 WALLS AT R13. H . 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UN&ESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE:2 JACK STUDS 9).INSULATE CEILINGS WITH R30 INSULATION. H ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR V MICROLAM HEADERS. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. O BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK. U) 5).REVIEW PLANS FOR OPENINGS REQUIRING TEMPERED GLLASS. 11).SMOKE AND Co DETECTORS TO BE INSTALLED PER CODE. 6).BATH WINDOW TO HAVE VINYL JAMB LINER AND STAIN'ILESS STEEL HARDWARE. L� , r rr + t r , t , , t , t , t t , r , tt „ tt „ „ rr � + u�.t 14` DRAWN: MH/MS `.4 SCALE: 1/4"=1'-0" - JOB#: 1,122 r ,.f September 09,2011 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 A-5 MANUFACTLURER'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 P'R►OR 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: 12 /00" 4 DECK --2xs RIt-(m16"OC DECK ' STORM WATER MANAGEMENT DETAILS r . , 1 JI N.T.S. i I,I i t , , I I I I 1 1 I I ihe a uj WI il,W Wf, 1 1 I 1 I W,I GUTTERS DOWNSPOUTS DRAIN PIPE ry =:' �I I 1 , --- W GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE ' ' �_t Ill�_ �It ' -_,''t, 11, zc 1/8'SLOPE GPM 1/4•SLOPE GPM ! I 0.' ! (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER , ;, (— I •H-. �I �./ 3 34D 48D 2 1088 46 3 1644 68 2320 96 I ex �12 III r"III 12 Iilt $;II 12 I g 4 720 1020 2.1/2 1974 82 4 3760 156 5300 220 , ' u., ✓ I I 1f� ' ,111L lyltl 1 tILL till 4 1 _ ^ 1L� + a 4 a aI 4 0 A, o a o � o of + _o o+ I o ! 5 1250 1760 3 3220 134 5 6680 278 9440 392 , N II',N NII+ ,__.__. II X _-- _ X II' 1 X 9 ~ 9 6 1920 2720 4 6920 288 6 10700 444 15100 628 i N t ,�.v [V;,I , I --- Y�~ry -- N+t' 1 nI ; CHIMNEY Iv { , F01 it , _ __-_..._ GUTTERS DOWNSPOUTS DRAIN PIPE HEADER (2)2X10 DF#2 HE PER (2)2X10 DF#2 HEADER GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE (INCH) 1/8 @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER "SLOPE GPM 1/4"SLOPE GPM 3 340 480 2 toss 46 3 1644 68 2320 96 1.3/4Xi4 ML RIDGE 1-3/014 ML RlbtE 1-3/4X14 ML RIDGE ® O 4 720 1020 2-1/2 1974 92 4 3760 156 5300 220 ' 5 1250 1760 3 3220 134 5 6680 278 9440 392 , ------, , , _.___._..___ __..-._------_ 6 1920 2720 4 6920 288 6 10700 444 15100 628 12 °ltK It (� O : v w w - --- ---- - -- �y F� V I + ! 12 2XIO DEA? RR' [/ @ 16"O C TT% __ _i i 00 �_�XLSLI2E{C t . 12 4 1 I I I n @OD , I 12 OGEE GUTTER;STANDARD 5" NOTES: __..__----__- -..------- --- r �� W A ��----------- ------------ ` , + I II I + 1),EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. _......_ __.._____ __._____ _,___.___._.. __._..._,_. __.__ _._. _._ _ __ _.__.____ _Ge _--_ __-_.. --_-_-_---_._-- __. _.... `--'- -- - - --------------' --------------- --'; u - -- _ ____ 2).PREPARATION: . A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. s O 12 V J B), PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR Q ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. X ' ` C}, PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR N 12 o O METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: \ I I + A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN, Q 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS, a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND DRY WELLS TO BE 10' MIN. ACCESSORIES. AWAY FROM HOUSE wJ w U B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. r� 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL D M CONNECTION WATERTIGHT, 00 O U O 0 '0 O T 4).PROTECTION: N A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B) COMPLETION.PAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL W E PROJECT N 0 RT H ROOF PLAN -..----- ---------------- ._._--_-__---__ .___---.__-, S SCALE: 1/4" = 1' -- - -------- ------ + --------------------- t � � 1 tt , + I I + I 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALViNiZED SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL LAG SCREWS WITH WASHERS AT EACH RAFTER. FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE O SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. i a DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION , , I + 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. N cj WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL , I t I m I s, SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER , I 1 I Cf) LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. ! I + I 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND rn _: THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH i i i i DIRECTLY TO THE DECK ALONG EAVES. X trJ v WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY , , , 0 f7 DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ »., U CONSTRUCTION: 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL, i i f•t-I V PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE , I 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS cd Lo CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS i I { I WITH ROOF AND SIDE WALLS(TYPICAL). FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION. I I + I _ PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION ' ' ' !1' r., O d'I ti ,�i+ AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE ' ' ! I 7).00 NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING vI LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD ; ; %j ; ; MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. _ �G BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. in ' I UNDERLAYMENT 15 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Ln U TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, + + a I I C'7 DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION + + r4 I I WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS � --' cn SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY ! ' w ' ' COMPLETE. 00 y TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS O , ( DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON O O-, III OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT I 1 X 12 t I 8). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 4 AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, + ' N + + USE GALVANIZED(ZINC COATED)ROOFING NAILS,ii -12 GAUGE WITH AT USE Of THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE I2 I LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ' ' ' ' USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE , I I CUTTING INTO SHINGLE SURFACE. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY r 1 I I AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND + I 1 I DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOTI�1 BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA ' ' ' ' ERR S l O N CONTROL y�" u IS COMPLETED AND THE DRAINAGE AREA STABILIZED. ' ' ' ' O STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE ROOF: AREA 100% RUNOFF AT D RYW ELLS D RYW E LLcn COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. , , , { PRETREATMENT: + I + + AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE ' I 211 RAIN PER HOUR REQUIRED CAPACITY FUNCTIONAL LiFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES ANDORGAN L" THEREFORE, R AND,DUPING SITE FGUTTERGUADSAND/ORSUMPS ,RTRAPNTANDDEBRIS. ' ' I HOUSE: 1334.2 sq ft. 223 CU. FT. (1) 8'dia. 6'deep 254 CU. FT.THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH + + I I CLEAN,OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES i I ! _____._.__-_--___=_=_= _____________________" GARAGE: 471.1 sq ft. 79 CU. FT. (1) 8'dia. 2' deep 85 CU. FT. THAT CAN ENTER THE DRY WELL. ,, , a I k it A 'a � . M any A. a 1 v DRAWN: MH/MS SCALE: 1/4"=V-0" ", '° J 'I/ JOB# " t September 09,2011 SHEETNUMBER: PAINTER TO PRIIMf 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 tONAMENCING 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 PRI(OR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC.PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FiNAL PAYMENT FROM OWNERS. REVISIONS: 4" • I I � ( � I � O V I I I I I I ® �! 1.3/014 ML RIDGE #10 STAINLESS STEEL I' ( I// OR GALVANIZED I •I WOOD SCREWS W/ • )/ I ` I ® WASHERS l®12"O.C. In It I I 12"O.C. ir' I ( I I DF#2RQ C�3 f ` - I f ` ; - • I I j I f I - i • _ _ ZX,o 2X8 DF#2 CJ @16"OC - 1/2"APA RATED SHEATHING j I fi GRADE PLYWOOD I I `I I I I {I (ALTERNATIVIVE:7/16"O.S.BJ • 1 I / � 1 �O ''' ''' �'1- ' �OQ 2X10 RIDGE ® ® 1 Z"APA RATED SHEATHING :'' 'c • I I I I O I 1 f GRADE PLYWOOD I ` ` • j 1 (ALTERNATIVM:7116"O.S.B.) r l ` Ir I i I � 00 @16"OC #10 STAINLESS STEELOR GALVANIZED WOOD SCR WS W/ WASHERS C 12"O.C. 00 WINDOW SILL TYPICAL WINDOW OPENING zx4 PLATE 11 _ " 3/4"SUBFLOOR 11-7/8 TJ1230 WOOD-1 FJ @16 OC 2X6 a @16^oC (LESS THAN 4-OX8-0 OPENING) (2)1-3/4X11-7/8 _-1c � Z • I I I • ML BEAM :1 J'- 1;_-;____,(... ) (2 2 t0 BEAM O TYPICAL DOOR OPENING ---_ _ W c� (LESS THAN 4'-OX8'-O" OPENING) 6X6 ACQ I w POST Q I I 1 � � I F,••-•y/ I 1 M 24"OC 4" 50 L, 0 I Q I p o ��' - �� 3/4"SUBFLOOR - - - - ,..•, 11-7/8 TJ1230 WOOD-I FJ @16"OC C� -- - -- #-- - -- --. I -- 2X8 ACQ DJ @ 16'OC 2X8 ACQ • j ® • ® I ' — - - — (2)=10 ACQ GIRDER (3)2X10 ACQ GIRDER . (2)2X6 ACQ SILL PLATE (3)1-3/4X9-1/2 D/ I6^oc CcO � { 1 , I �• I I { a • i COP-R-TEX SILL SEAL ML GIRDER (2)2XIO ACQ a•• Il•`�/ / FOAM SILL SEAL GIRDER ! 1� ,1 �� • ! / , / / 1• /I / ® ( / 11 • •ti°� 10"dia. .�� 8"CONC.WALL ;, COLUMN e, 1 C P I I tl 1 I I I i ,�. Q� CONC.PIER CONC.PIER DAMPPROOF EAT. ►. 12"oc ( I •.� , 2"CONC.SLAB 9 / 1 / ` �'o•'• °s'o.'. e D! _ •••.d o 36"X36"X12"CONC.FTG. .. . . '• O ' 4 .,• • f, 1 I, • ( I • f I II I • 24"X24"Xi2" 16"X8"CONC. FTG. " °•v•• • (4)#5 REBAR EACH WAY 24"X24"X12"3/4" — - - — _ f f SHE CONC.FTG. (2)#5 REBAR CONC.FTG. APA PLYWOOD • 1 �1 ' • 1 I l •• , I �1 ® I II • SHEATHING SECTION A-{///��\ ^, f If If II 1 , - � 1 ti , ti SCALE: 1/4" = 1' 0" p o 1 1 1 1 2X4 DF#2 / STUDS / / ( I /I ( I / ( j ( • lr 1 410 STAINLESS STEEL ` tom } OR GALVANIZED WOOD SCREWS W/ WASHERS LM 12"D.C. ' T .• _r �"-�i • • • • • MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#Z STUDS CONNECTED TOGETHER WITH STAINLESS STEEL —. —.-••--m-�.—____—.—_� ...- ____._.., _...___-_—.___-----..--.,.�__._. _—__ _._� - __. ___ ____._-.___ _., _ -- !� OR GALVINIZED BOLTS W/WASHERS AND NUTS 0 2'-0"O.C. TYPICAL MULTIPLE OPENINGS -- __,_ MORE THAN 4-OX8-0 OPENING ---- _. _.. ._ __ ----._ -�-_-_-.. __ ._...._ -- - - -- .._ _.. -�. -- -- - ---• -_ ,H ._ d+ o e c�i O c+i r S] DEBRIS PROTECTION F R W0 D STRUCTURAL PANEL --� _ --� ` -� __ -- ---�- _ � � = - --__-- ._ :. . _�=- _-::_ w ------ WIND-BORNES0 0 S U CTU I I I .0 _ -_ , 4-®- = -:u�.-_..--_ - --..�_.____- �-_- = T� ?( - _ ��- � AS PER TABLE 1609,1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) zxto RIDGE .__,y.�_ WINDBORNIE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7(16 - _____-___ - { -- I ,- -- :�-�,_;��________—y ;�,� , �� '�, �-^°-`�•-�'�-� �_1 � _--�_a -_---� �� •a v ` AND MAXIM1UM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609,1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL U) U r _ - u� I N CODE).THIS I NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL PENINGS M HAVE DESIGN PRE RE P RADE WHERE APPLI ABLE. 00 CONSTRUCTf 0 CO ) T S S 0 SU STITU ION O0 USTSSU U G S C - 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. +-' � I" r0�' ___..��� /-�. ..�. L i � � ;� `•� `�,...-�,_.,.,_-��..__n..�.._�r��__�:.���-ts�t«I_-�-__...___�_.:�_.mW'r;-- . � o W HARDWARE: MUST ACCOMPANY SHUTTERS FOR INSTALLATION. � 1 I 3 fb ROOF VENT 3 4J ROOF VENT � Lu -----__-..-.---- -r -- 2X8DF#2CJ@16"Oc _ z 5/8 TYPE-X ( FIRE-RATED �. _ I f - O 1 1/2 1114, 1 1/2 1 114 I - __ - ! ,), " Ira 1114 SHEETROCK 7' {_ ._� � _ �__, -_ _ _ t LAV. W.C. LAV W.C. _r_:c -' I_c-7—=' II SHCNER SHO NER OR ATH OR E ATH e 1 1/4 4... - --- --- - - I _ f 1 - I C.O. C.O. - - 1 1/4 I j ' I l I �-.1._ '' 3 3 2X(6 ACQ SILL PLATE �_ I I COP-R-TEAK TERMITE SHIELD I _� �� :I _ ! •I _ L I 1 I 1 " xy FOAM SILL SEAL ., I_ 1 1/4 11141. T .1 !-i 11/4 611141114 - - - - 1 �____ SINK SINK (SLAB TO SLOPE TO OH DOOR) � � '� � � - a LAV. � •. .. a .. •. � • �..� NEW E. L 13" TYPICAL GARAGE FLOOR: OR ATH F.A.I. �•- 4"CONCRETE SLAB c//w �•• _ FIBRE MESH R£INFOIRCEMENT BUILD UP GRADE 8"PC WALL AS REQUIRED FOR 1 to Z 6 mil POLY VAPOR B/ARRIER _ _ __. .._ _ .._ -- _EX. GRADE C.O.( 11/z 2 cD 3 2 COMPACTED GRANULAR FILL , DRIVEWAY SECTION B-B r :r� 3 3 Q • y : SCALE. 1/4 - 1 -0 �.. r - 16 X8 CONC.FTG, 4"C.1._[_j ------7\\TO APROVED #5 REBAR(2} HOUSE SEPTIC SYSTEM SLOPE"1/4"PER FOOT PITCH TO DRAIN TRAP /f _ DRAWN: MH/MS � u SCALE: 1/4"=V-0" PLUMBING SCHEMATIC September 09,2011 SHEET NUMBER: L"i On N.T.S. 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 CO]MMENCING 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-7 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR 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: GINIGER ROOM FINISH SCHEDULE ROOM WALL CEILING SASE CHAIR CROWN NAME FLOORING WALL FINISH BOARD CASING RAIL MOULDING REMARKS 1 F r.FLOOR GARAGE Concrete Unfinished Unfinished - - FRONT 5/4x4 STK 1x6 e&ch _ 1211 PORCH Cedar Azek ' 3/4" THICK BIRCH REAR DECK 5/40 STK Cedar SHELVING '� .� �� OUTDOOR 5/4x4 STK 1x6 T&G i SHOWER Cedar Cedar 11/16" FLAT STOOL W/ OGEE EDGE ' 11/16"X5-1/4 SPRUNG CROWN 7ENTRY Barnln+a c�psun, Gypsum -1/2o k lx4 Toni _ Pr.Neck Pr.Colonial 1 4"X3 4" BEADED 11 16"X1-1 8" COVE STAIRS Bamboo Gypsum Gypsum 6-1/2"Fj 1X4 BE Fj _ Painted risers J / J / Pr.Neck Pr.Colonial SHELF EDGING CLOSET Bamboo Gypsum Gypsum 6-1/2"Fj 1X4 BE Fj 9/16"X3-1J2" E1E CASIN p }'p Pr.Neck Pr.Colonial - - CEILING TRIM BEDROOM Bamboo Gv sum Gt sum 6-1/2"Fj 1X4 BE Fj No.1 P T'` Pr.Neck Pr,Colonial WINDOW STOOL WITH APRON CLOSET Bamboo G sum G ?sum 6-1/2"Fj 1X4 BE FT ,p yT Pr.Neck Pr.Colonial 1X3 BIRCH CLEAT 8xR Ceramic 64/2"Fj 1X4 BE Fj 2-1/2" Mdf primed (SIDES & BACK) BATH No,1 Tile MR Gypsiwn MR Gypsum Pr.Neck Pr,Colonial Wainscot - wainscoting panels 82" Jmp OF Cap at44"AFF 11/16"X3-1/2" COLONIAL CASING UTILITY 12x12 Vinyl 5/8"Type-X 5/8"Type-X 6-1/2"Fj 1X4 BE F) 45min.Fire Door FINISHED FLOOR ROOM Tile Gypsum Gypsum Pr.Neck 13r.Colonial - VV SC hinges L1 MUD ROOM G sum 12x12 6-1/2"Fj 1X4 BE Fj Drain pan under yp Gvpsum Ceramic Tile Pr.Neck Pr.Colonial washer WINDOW AND DOOR TRIM KITCHEN Bamboo Gvpsum Gypsum 6-1/2- /2-Fj IX4 BEr. Fj - - - 15/16"X2-1/4" WAINSCOAT CAP DINING Bamboo Gypsum Gypsum 6-1/2"Fj 1X4 BE pj Pr.Neck Pr.Colonial 16" LIVING 6-1/2"Fj 1X4 BE Fj $500 allowance for 3/4" THICK BIRCH Bamboo Gypsum Gypsum - - Fireplace Mantel, a I ROOM Pr.Neck I r,Colonial SHELVING Bluestone Hearth L 11/16X1-31/8" BASE CAP 2N0.FLOOR °? w 1/2 THICK MDF PANELS REAR 5/4x4 STK - - _ - Painted Cedar W Q �� BEADING @ 2-1/2" OC +J- DECKS Cedar Railing/Balusters --�� 1 4X3 4 BEADED / Fj 1x4 BE Fj y O J / 1X6 S4S BEDROOM llamlxaa Gypsum Gypsum 6-1 2 , SHELF EDGING No•2 Pr.Neck I r.Colonial H i n 6-1/2"Fj I X4 BE Fj C) 1-5/8" DIA. 6'-8" / 7-0 HIGH LOFT Bamboo Gypsum Gypsum Pr.Neck Pr,Colonial FIR POLE 1-3/8" THICK 6-1/2-Fj 1x4 BE Fj 1/2 04 FL00)R MOLDING SOLID CORE HALL Baml�t�a Gypsum Gypsum 1>r.Neck Pr.Colonial LINEN 6-1/2"Fj 1X4 BE Fj 1X3 BIRCH CLEAT BASE TRIM INTERIOR DOOR CLOSET Bamboo Gypsum Gypsum Pr.Neck Pr.Colonial WAINSCOTTING 8-6 Ceramic 6-1/2"Fj 1x4 BE Fj 2-1/2" Mdf prime d (SLIDES & BACK) BATH No.2 Tile MR Gypsum MR Gypsum Pr.Netik Pr.Colonial Wainscot - wainscoting panels O 6611TO TOP OF l Ca at44"AFF FINISHED FLOOR a MASTER Bamboo G 6-1/2"Fj 1X4 BE Fj BEDROOM BEDROOM ypsum Gypsum Pr.Neck Pr.Colonial TYPICAL CLOSET SHELVING INTERIOR TRIM CLOSETS Bamboo Gypsum Gypsum 6-1/2-Fj 1X4 BE Fj Pr.Neck Pr.Colonial Qy (USE MDF MATERIAL WHERE APPLICABLE) MASTER 8x8 Ceramic 6-1/2"FT 1X4 BE Fj 2-1/2. Mdf primed MR Gypsum MR Gypsum Neck - wainscoting panels BATH Tile Pr. Pr.Colonial Cap I at 44"AFF GYPSUM DRYWALL NOTES: PAINTING NOTES: INTERIOR TRIM NOTES: � Q QUALITY ASSURANCE: JOINT TREATMENT MATERIALS: JOINT SYSTEM: QUALITY ASSURANCE: EXECUTION: APPLICATION CONTINUED: QUALITY ASSURANCE: O 1).INSTALLATION AND APPLICATIOPN OF MATERIALS SHALL BE IN ACCORDANCE WITH 1).JOINT TAPE: 1).TAPPING AND FINISHING JOINTS: A. BENCHMARK SAMPLES(MOCUPS): PROVIDE A FUILL-COAT BENCHMARK SAMPLE FOR A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. 1).COMPLY WITH WORKMANSHIP AND FINISH STANDARD REQUIREMENTS OF THE w UNITEID STATES GYPSUM CONSTRUCTION HANDBOOK(LATEST EDITION), a).ASTM C475 a).TAPPING OR EMBEDDING JOINTS: EACH TYPE OF COATING AND SUBSTRATE REQUIRED.COMPLY WITH PROCEDURES COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH AWI(AMERICAN WOODWORKERS INSTITUTE)QUALITY GRADE SPECIFIED. ►� b).CROSS LAMINATED,TAPERED EDGE,REINFORCED PAPER,OR FIBER GLASS 1).APPLY COMPOUND IN THIN UNIFORM LAYER TO ALL JOINTS AND ANGLES IN PDCA(PAINTING AND DECORATING CONTRACTORS OF AMERICA). PROCEDURES SPECIFIED IN PDCA P4• H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, APPLICATION: 2).COMPLY WITH FIRE RESISTANCE:RATINGS AS INDICATED AND AS REQUIRED BY MESH TAPE RECOMMENDED BY THE MANUFACTURER. TO BE REINFORCED. 1)•WALL SURFACES:PROVIDE SAMPLES ON AT LEAST 100 SQ.FT. 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER 1).INSTALL THE WORK PLUMB LEVEL AND FREE OF DISTORTION.SHIM WHERE w O GOVERNING AUTHORITIES AND(CODES. 2).APPLY REINFORCING TAPE IMMEDIATELY. 2).SMALL AREAS AND ITEMS:ARCHITECT OR HOMEOWNER WILL DESIGNATE HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. REQUIRED,WITH CONCEALED SHIMS. a x 2).JOINT COMPOUND: 3).CENTER TAPE OVER JOINT,AND SEAL TAPE INTO COMPOUND. ITEMS OR AREA REQUIRED. 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 UPblow U 3).PROVIDE MATERIALS,ACCE5SOPUES AND APPLICATION PROCEDURES WHICH HAVE a).ASTM C475 4).LEAVE APPROXIMATELY 1/64 in,TO 1/32 in.COMPOUND UNDER TAPE TO a).OBTAIN OWNERS APPROVAL OF SHEEN FINISH FROM BENCHMARK SAMPLES. SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. 2).CUT MATERIAL TO FIT UNLESS SPECIFIED TO BE SHOP-FABRICATED,OR SHOP- v1 F_ BEEN LISTED BY UL OR TESTED(ACCORDING TO ASTM C 119 FOR TYPE OF b), READY-MIXED JOINT COMPOUND, PROVIDE BOND. PROJECT CONDITIONS: 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF CUT TO EXACT SIZE.SCRIBED AND CUT FOR ACCURATE FIT WHERE WORK ABUTS to '� CONSTRUCTION INDICATED, C),ALL PURPOSE JOINT COMPOUND. 5).APPLY SKIM COAT IMMEDIATELY FOLLOWING TAPE EMBEDMENT BUT NOT B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR M U A.STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL OTHER FINISH WORK, DRILL PILOT HOLES AT CORNERS BEFORE MAKING CUTOUTS. . r..� QUALIFICATIONS OF INSTALLE:IRS: INSPECTION: TO FUNCTION AS FILL OR SECOND COAT. VENTILATED AREA AT A MINIMUM AMBIENT TEMPERATURE OF 45 deg.F.MAINTAIN 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. 1).USE ONLY SKILLED AND EXPERIENCED GYPSUM DRYWALL INSTALLERS FOR LAYING A).CHECK FRAMING FOR ACCURATE SPACING AND ALIGNMENT TO PRODUCE SURFACES 6).FOLD TAPE AND EMBED IN ANGLES TO PROVIDE TRUE ANGLE. STORAGE CONTAINERS IN A CLEAN CONDITION, FREE OF FOREIGN MATERIALS COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, 3).DISTRIBUTE DEFECTS TO THE GREATEST APPEARANCE ADVANTAGE POSSIBLE. 7).DRY EMBEDDING COAT PRIOR TO APPLICATION OR FILL COAT. FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE I}' S APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER, PRAY ) UP THE:GYPSUM BOARD,FASTENING,TAPPING ABD FASTENING. WITHIN SPECIFIED TOLERANCES. AND RESIDUE. EXECUTION: b).FILLING: USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1).TRIM AND MOLDINGS:INSTALL IN SINGLE,UNJIOINTED LENGTHS AT OPENINGS AND E EM N P JOINT COMPOUND OVER EMBEDDING COAT. 2).HELPERS AND APPRENTICES USED FOR SUCH WORK SHALL BE UNDER FULL AND 8).VERIFY THAT SPACING OF INSTALLED FRAMING DOES NOT EXCEED MAXIMUM 1).APPLYB.APPLY WATERBORNE PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE.FOR LONG RUNS, CONSTANT SUPERVISION AT ALL.TIMES BY THOROUGHLY SKILLED GYPSUM ALLOWABLE FOR THICKNESS OF DRYWALL TO BE USED. a).FILL TAPER FLUSH WITH SURFACE. PAINTED AND SURROUNDING AIR ARE BETWEENI 50 AND 90 deg.F. Q.SPECIFIED ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT b).APPLY FILL COAT TO COVER TAPE. PECIFI OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURERS RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM DRYWALL INSTALLERS, RUN.STAGGER JOINTS IN ADJACENT MEMBERS,COPE MOLDING AT RETURNS.MITER Q.VERIFY THAT FRAMES ARE SET FOR THICKNESS OF DRYWALL INDICATED. c).FEATHER OUT FILL COAT BEYOND TAPE AND PREVIOUS JOINT C.APPLY SOLVENT-THINNED PAINTS ONLY WHEN TTEMPERATURES OF SURFACES TO APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. ALL CORNERS. 3).IN THE ACCEPTANCE OR REJECTION OF INSTALLED DRYWALL,NO ALLOWANCES COMPOUND LINE. BE PAINTED AND SURROUNDING AIR ARE BETWEEN 45 AND 95 deg F. A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE WILL BE MADE FOR LACK OF SKULL ON PART OF THE INSTALLERS. D).DO NOT PROCEED WITH INSTALLATION OF DRYWALL UNTIL DEFICIENCIES ARE 2)•JOINTS WITH NO TAPER: OF SURFACES TO BE PAINTED. K).MECHANICAL AND ELECTRICAL WORK: PAINTING OF MECHANICAL AND ELECTRICAL 2).ATTACH THE WORK SECURELY IN PLACE. CORRECTED AND SURFACES TO RECEIVE DRYWALL ARE ACCEPTABLE, a).FEATHER OUT AT LEAST 4 in.ON EITHER SIDE OF TAPE. D).DO NOT APPLY PAINT IN SNOW,RAIN,FOG OR(MIST;OR WHEN RELATIVE WORK I5 LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. a NAILING:BLIND NAIL WHERE POSSIBLE,USE FINISH NAILS WHERE EXPOSED.SET MANUFACTURER'S RECOMMEN[bATION: b)•DO NOT APPLY FILL COAT ON INTERIOR ANGLES. B).COORDINATION OF WORK:RE-VIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED )' 1).THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION,WHEN HUMIDITY EXCEEDS 85 PERCENT;OR AT TEMPERATURES LESS THAN 5 deg.F. NAIL HEADS FOR FILLING,EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE E).PROTRUSION OF FRAMING.TESTED FRAMING MEMBERS,OR UNALIGNED MEMBERS 3),ALLOW FILL COAT TO DRY PRIOR TO APPLICATION OF FINISHED COAT, ABOVE THE DEW POINT;OR DAMP OR WET SURFACES. TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON L).BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE NATURAL FINISH(IF ANY). APPROVED BY THE ARCHITECT,;SHALL BE THE BASIS FOR ACCEPTANCE OR C).MUST BE REPAIRED BEFORE INSTALLATION OF DRYWALL IS STARTED. FINISHING; MANUFACTURERS: REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MAT€RIALS TO TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. b).ANCHORING:SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- 1).REJECTION OF ACTUAL INSTALLATION METHODS USED IN THIS WORK. 1).SPREAD JOINT COMPOUND EVENLY OVER AND BEYOND FILL COAT ON A.PRODUCTS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCT ENSURE USE OF COMPATIBLE PRIMERS. INTO OR DIRECTLY ATTACHED TO SUBSTRATES, `-� TION LA : ALLOWABLE TOLERANCES: INSTAL ALL JOINTS. LISTED BELOW. M). PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME:COAT, N a� 1). 1/8 n.IN 8 ft.MAXIMUM VARIATION FROM PLUMB OR LEVEL IN ANY EXPOSED A.GENERAL: a FEATHER TO SMOOTH UNIFORM FINISH. Q.REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, en i O 1/8 OR SURFACE. 1),INSTALL ALL PANELS PLUMB,LEVEL AND WITH ALL VERTICAL JOINTS ON BEARING. a),APPLY FINISH COAT TO TAPED ANGLES TO COVER TAPE AND TAPPING AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE 3),CASEWORK:INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY co aj 8).MANUFACTURERS'NAME: LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. GRADE SPECIFIED. h 2 ,USE PANELS F MAXIMUM SIZE LENGTH PRACTICAL TO MINIMIZE BUTT JOINTS. COMPOUND. i).BENJAMIN MOORE&CO.(BENJAMIN MOORE:) IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR a .SECURE CASEWORK TO GROUNDS,STRIPPING,OR BLOCKING WITH COUNTER5UN 2).CONTRACTOR SHALL TAKE INTO ACCOUNT THE TOLERANCE ALLOWED IN THE ) U 0 M S S 2),SAND FINAL APPLICATION OF COMPOUND TO PROVIDE SURFACE READY THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO ) M m p SUBSTRUCTURE TO WHICH HE IS TO ATTACH THE FURRING,STUDS AND GYPSUM a).WHERE UNAVOIDABLE LOCATE END BUTT JOINTS AS FAR FROM CENTER OF PAINT MATERIALS,GENERAL: CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID a" ' FOR DECORATION. AND PAINTING, BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. r � BOARD TO COMPLY WITH THE TOLERANCES REQUIRED IN THIS SECTION. WALLS OR CEILING AS POSSIBLE AND STAGGER IN ALTERNATIVE COURSES.. A.MATERIAL COMPATIBILITY:PROVIDE BLOCK FILLERS,PRIMERS AND FINISH-COAT INSTALLATION.SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. Q c-, 3).FILLING AND FINISHING DEPRESSIONS: 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL C MATERIALS THAT ARE COMPATIBLE WITH ONE ALNOTHER AND WITH THE SUBSTRATES b).ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. PRODUCT DELIVERY,STORAGE AND HANDLING: 3),INSTALL GYPSUM DRYWALL PANEL WITH FACE SIDE OUT. a).APPLY JOINT COMPOUND AS FIRST COAT TO FASTENER DEPRESSION. INDICATED UNDER CONDITIONS OF SERVICE ANID APPLICATION,AS DEMONSTRATED ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO C' W .x A .DELIVERY AND HANDLING: b).APPLY AT LEAST TWO ADDITIONAL COATS OF COMPOUND AFTER PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE 'O v } a).DO NOT INSTALL IMPERFECT,DAMAGED,DAMP OR WET PANELS, BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE, 4).PLASTIC LAMINATED FINISH WORK(WHERE APPLICABLE): ,� X , 1).DELIVER MATERIALS TO THE PROJECT SITE WITH MANUFACTURER'S LABEL FIRST COAT I5 DRY. D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, o r �. b), BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OR ENDS WITH NOT a).COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES � ,-� ,:,� INTACT AND LEGIBLE, MORE THAN 1/16 in. OPEN SPACE BETWEEN PANELS. c).LEAVE FILLED AND FINISHED DEPRESSIONS LEVEL WITH PLANE OF B.MATERIAL QUALITY: PROVIDE MANUFACTURER'S;BEST-QUALITY PAINT MATERIAL OF TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. WITH ACTUAL FIXTURE SIZES,FORM INSIDE CORNERS TO A RADIUS OF NOT LESS p t v 2).HANDLE MATERIALS WITH DARE TO PREVENT DAMAGE. c).DO NOT FORCE INTO PLACE, SURFACE. VARIOUS COATING TYPES SPECIFIED THAT ARE FFACTORY FORMULATED AND CONDITION AND AS SPECIFIED. THAN 1/8".ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF •C 4 x 4). FINISH BEADS AND TRIM: 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. 0).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED.PAINT-MATERIAL CRACKS. B).STORAGE: 4),LOCATE EDGES OR END JOINTS OVER SUPPORTS EXCEPT IN HORIZONTAL a).FIRST FULL COAT: CONTAINERS NOT DISPLAYING MANUFACTUREMS PRODUCT IDENTIFICATION WILL Z).CEMENTTTTOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, CLOTHING CLOSETS: (� 1).STORE MATERIALS INSIDE UMDER COVER,STACK FLAT,OFF FLOOR. APPLICATIONS OR WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK- 1).APPLY JOINT COMPOUND TO BEAD AND TRIM, NOT BE ACCEPTABLE, RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR 1).SHELVING: cJ� 2).STACK WALLBOARD SO THAT•LONG LENGTHS ARE NOT OVER SHORT BLOCKING IS PROVIDED BEHIND END JOINTS, 2).FEATHER OUT FROM GROUND TO PLANE OF THE SURFACE. SEALERS E PREPARATION. BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF OTHER SURFACE IMPERFECTIONS. 1). SHELVES TO BE 3/4"THICK,QUALITY GRADE,BIRCH VENEER-CORE PLYWOOD. oho .!J LENGTHS, 3).DRY COMPOUND PRIOR TO APPLICATION OR SECOND FILL COAT. SURFACE EPARA O P).STIPPLE ENAMEL FINISH: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE cV a 5 v a).POSITION PANELS AO THAT TAPERED EDGE JOINTS ABUT,AND MILL-CUT OR C.COLORS:MATCH COLORS A5 SELECTED BY THE OWNER FROM MANUFACTURE'S 2).PROVIDE TWO SHELVES PER CLOSET. G 3),AVOID OVERLOADING FLOOR(SYSTEM. FIELD-CUT END JOINTS ABUT. b),SECOND FILL COAT: FULL RANGE:. 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURE,LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN 3j.LOWER SHELF: 16"DEEP. o w 4).STORE ADHESIVES IN DRY AREA,PROVIDE PROTECTION AGAINST FREEZING 1).APPLY JOINT COMPOUND IN SAME MANNER AS FIRST FILL COAT. SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED,SAND SURFACED TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. b).DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS. PREPARATORY COATS: 4)•UPPER SHELF: 12"DEEP, G AT ALL TIMES. 2).EXTEND BEYOND FIRST COAT ONTO FACE OF WALLBOARDS. EXPOSED TO VIEW SMOOTH AND DUST OFF, CLEANING AND PROTECTING: c).STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF A.EXTERIOR PRIMER: EXTERIOR ALKYD OR LATEX-ERASED PRIMER OR FINISH COAT JOB CONDITIONS: 3).DRY COMPOUND PRIOR TO APPLICATION OF FINISHED COAT. a),SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER PARTITION WALLS. MANUFACTURER AND RECOMMENDED IN WRITTIING BY MANUFACTURER FOR USE 2).SUPPORTS: A).ENVIRONMENTAL CONDITIONS: c).FINISH COAT: OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING DISCARDED PAINT MATERIALS FROM PROJECT SITE. WITH FINISH COAT AND ON SUBSTRATE INDTCATTED, 1). iX3 BIRCH CLEATS AND BACK SUPPORT. 1).TEMPERATURE: 5).PROVIDE ADDITIONAL FRAMING AND BLOCKING AS REQUIRED TO SUPPORT 1).APPLY JOINT COMPOUND TO BEAD AND TRIM. 1).FERROUS-METAL AND ALUMINUM SUBSTRATES: RUST-INHIBATIVE METAL PRIMER. PRIMER,AFTER PRIMING,FILL HOLES AND I�MPERFECTIONS FINISH SURFACES 2).WOOD POLE SOCKETS 2).ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL PRIMER. a).DURING COLD WEATHER, IN AREAS RECEIVING WALLBOARD INSTALLATION, 2).EXTEND BEYOND SECOND FILL COAT. W PUTTY 0R PLASTIC W00D FILLER.SAND SMOOTH WHEN DRIED. 8).PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE GYPSUM DRYWALL AT OPENINGS AND CUTOUTS. 3).PROVIDE ADDITIONAL SUPPORT BRACKETS FOR SHELVING AND CLOSET POLES MAINTAIN TEMPERATURE'RANGE BETWEEN 55 DEGREES F.TO 70 DEGREES F, 3).FEATHER FINISH COAT FROM GROUND TO PLANE OF SURFACE. 3)•WHERE MANUFACTURE DOES NOT RECOMMEND A SEPARATE PRIMER b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. FROM PAINTING,CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND FOR SPANS EXCEEDING 4'-0 FOR 24 HOURS BEFORE,MURING AND AFTER GYPSUM WALLBOARD AND 6 .ACCURATELY MEASURE AND PRECUT GYPSUM DRYWALL UNITS PRIOR TO 4).SAND FINISH COAT TO PROVIDE FLAT SURFACE READY FOR PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING REPAINTING AS APPROVED BY ARCHITECT AND OWNER. I FORMULATION ON SUBSTRATE INDICATED U15E PAINT SPECIFIED FOR FINISH W JOINT TREATMENT APPLICATION, INSTALLATION.INSTALLATION. DECORATION. COAT. CABINETS,COUNTERS,CASES AND PANELING. 1}.CLEAN EXPOSED SURFACES OF PREFINSHED WORK. Q� a).MAKE ALL CUTS FROM FACE SIDE BY SCORING AND SNAPPING AWAY FROM ADJUST AND CLEAN: c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. Q.PROVIDE"WET PAINT SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER 2).VENTILATION: FACE SIDE OR BY SAWING. A.SCREW POP: d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS U B.INTERIOR PRIMER: INTERIOR LATEX-BASED OR ALKYD PRIMER OF FINISH COAT a).PROVIDE VENTILATION DUURING AND FOLLOWING ADHESIVES AND JOINT b).COMPLETELY CUT PAPER ON BACK FACE;DO NOT BREAK PAPER BY TEARING. 1).REPAIR SCREW POP BY DRIVING NEW SCREW APPROXIMATELY 1-1/2 in,FROM MANUFACTURER AND RECOMMENDED IN WRITTIING BY MANUFACTURE FOR USE WITH OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. PROVIDED BY OTHERS TO PROTECT THEIR WORK. PROTECTION: 0 TREATMENT APPL.ICATIOMS. REQUIREMENTS DURING CONSTRUCTION PERIOD IN c). MAINTAIN CLOSETOLERANCES FO TOL ES F SCREW POP AND RESEAT SCREW. e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY 1),AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE 1). PROTECT INSTALLED WORK FROM DAMAGE BY'WORK OF OTHER TRADES.MAINTAIN R ACCURATE IT AT JOINTS BETWEEN tl) b),USE TEMPORARY AIR CIRCULATORS IN ENCLOSED AREAS LACKING NATURAL 2).WHEN FACE PAPER IS PUNCTURED,DRIVE NEW SCREW APPROXIMATELY 1-1i2 in FINISH COAT AND ON SUBSTRATE INDICATED. COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES TEMPERATURE AND HUMIDITY RE Q VENTILATION. SHEETS AND AT FRAMED OPENINGS AND TO ALLOW FOR COVERING OF FROM DEFECTIVE FASTENING AND REMOVE DEFECTIVE FASTENING, 1).FERROUS-METAL SUBSTRATES:QUICK DRYING,RUST-INHIBITIVE METAL PRIMER. 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT SPECIFIED IN PDCA P1, INTERIOR INSTALLATION AREAS. Q c).'UNDER SLOW DRYING COMOITIONS,ALLOW ADDITIONAL TIME BETWEEN EDGES OF CUTOUTS WITH PLATES AND ESCUTCHEONS, 3).FILL DAMAGED SURFACE WITH COMPOUND. 2).ZINC-COATED METAL SUBSTRATES:GALVANIZED METAL PRIMER. BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE AND OTHER FOREIGN INTERIOR PAINT SCHEDULE: d).CUT EDGES SMOOTH AS REQUIRED FOR NEAT AND ACCURATE FIT, 3).WHERE MANUFACTURER DOES NOT RECOMMEND A SEPARATE PRIMER COATS OF JOINT TREATMENT. d). USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH A).GYPSUM BOARD(WALLS): N d),PROTECT INSTALLED MAT FORMULATION ON SUBSTRATE INDICATED,USE PAINT SPECIFIED FOR FINISH MATERIALS FROM DRAFTS DURING HOT,DRY WEATHER. 7),ALL SCREWS SHALL BE POWER-DRIVEN WITH AN ELECTRIC SCREW DRIVER, B).RIDGING: COAT 5SPC S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. 1).ACRYLIC FINISH COATS OVER A PRIMER, . ("+ 1),DO NOT REPAIR UNTIL CONDITION HAS FULLY DEVELOPED, a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. a).SET SCREW SO THAT HEAD PROVIDES A SLIGHT DEPRESSION BELOW INTERIOR FINISH COATS: 3).PROTECTION: SURFACE OF DRYWALL WITHOUT TEARING FACE OF PAPER. a).APPROXIMATELY SIX MONTHS AFTER INSTALLATION OR ONE HEATING A.ALL INTERIOR PAINTS: DAMAGED,WIRE BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. a).PROTECT ADJACENT SURFACES AGAINST DAMAGE AND STAINS. SEASON. 1).BENJAMIN MOORE MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. INTERIOR WOOD STAINS AND VARNISHES:MATERIALS: 8).CAULK THE PERIMETER OF ALL FACE LAYERS(HEAD AND SILL). 2).SAND RIDGES TO REINFORCING TAPE WITHOUT CUTTING THROUGH TAPE. 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 8).GYPSUM BOARD(CEILING): 1).GYPSUM WALL BOARD: 3).FILL CONCAVE AREAS ON BOTH SIDES OF RIDGE WITH TOPPING A.OPEN-GRAIN WOOD FILLER: SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. OVER FRAMING: COMPOUND. PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY a).PRIMER: INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- U a). REGULAR BOARD: 1).SINGLE LAYER-CEILINGS: 1). BENJAMIN MOORE 1).ASTM C36 a},APPLY WALLBOARD WITH LONG DIMENSION AT RIGHT ANGLES TO FRAMING. 4).FILL CRACKS WITH COMPOUND AND FINISH SMOOTH AND FLUSH. 2)•MINWAX MECHANICAL METHODS, GLOSS ALKYD-ENAMEL FINISHES. CLEANING UP: b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 2).THICKNESS: 1/2 in. b).BACK BLOCK ENDS AND EDGES OF WALLBOARD. A.DO NOT ALLOW THE ACCUMULATION OF SCRAPS AND DEBRIS ARISING FROM WORK E).MATERIAL PREPARATION: 3).EDGES:TAPERED. B.INTERIOR WOOD STAINS:ALKYD BASED. b).MOISTURE-RESISTANT BOARED: )OF THIS SECTION BUT MAINTAIN THE PREMISES IN A NEAT AND ORDERED 1). BENJAMIN MOORE 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, C),FERROUS METAL: C63D a),APPLY WALLBOARD VERTICALLY,INSTALL HORIZONTALLY FOR WALL HEIGHTS ) Q' THICKNESS: 2).SINGLE LAYER-WALLS: CONDITION AT ALL TIMES. FREE OF FOREIGN MATERIALS AND RESIDUE, 1 ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. 1). 1).IN THE EVENT OF SPILLING OR SPLASHING COMPOUND ONTO OTHER SURFACES, 2).MINWAX 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. 2).THICKNESS: 1/2 in, OVER V-0". IMMEDIATLY REMOVE THE SPILLED OR SPLASHED MATERIAL AND ALL TRACE OF STIR AS REQUIRED DURING APPLICATION. DO NOT STIR SURFACE FILM INTO MATERIAL b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 3).EDGES:TAPERED. 1).STAGGER END JOINTS TO OCCUR ON DIFFERENT FRAMING MEMBERS ON C).INTERIOR ALKYD-OR POLURETHANE-BASED CLEEAR SATIN VARNISH: c).FIRE-RATED BOARD: RESIDUE TO THE APPROVAL OF THE ARCHITECT AND HOMEOWNER. 1), BENJAMIN MOORE IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING, 1).ASTM C36,TYPE X OPPOSITE SIDES OF PARTTI ION. PATCHING: 2).ABSOLUTE COATINGS(LAST'N LAST) D).ZINC-COATED METAL: ' = `Y" C� ..a b).BACK BLOCK END JOINTS, A.WHERE NEW WORK OR REPAIR WORK CONNECTS WITH EXISTING WALLS THE )F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, 1 •ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. ,++'° L a`- 2).THICKNESS:5/8 in. MINWAX CONTRACTOR SHALL DO ALL NECESSARY CUTTING AND FITTING OF EXISTING 3). GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR a).PRIMER: INTERIOR 71NC-COATED METAL PRIMER. 3).EDGES:TAPERED, 3).MECHANICAL FASTENERS-SINGLE LAYER: WALLS REMOVING EXISTING GYPSUM DRYWALL INDICATED ON THE DRAWINGS F v c , COMPONENTS ARE IN PLACE,EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. FASTENERS: a).SCREWS: AND AS NECESSARY TO MAKE WORK AND ALTERATIONS MADE IN THE MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: 1),SCREWS: 1).ATTACH SINGLE LAYER OF WALLBOARD TO WOOD FRAMING WITH TYPE W' EXISTING BUILDINGS, 1 .PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR s +r*i»•• •� ) A).STAIN-VARNISH FINISH:(USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS a).COURSE THREAD,SELF-TAPPIING,BUGLE HEAD,FOR USE WITH POWER DRIVEN COURSE THREAD DRYWALL SCREWS. EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER A SEALER COAT TOOL, 2).MINIMUM EDGE CLEARANCE FROM MECHANICAL FASTENERS:3/8 In. B.ALL EXISTING PARTITION WHICH IS DAMAGED OR REMOVED DUE TO ALTERATIONS BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. AND INTERIOR WOOD STAIN,WIPE WOOD FILLER BEFORE APPLYING STAIN. t z^;. DRAWN: MH/MS 1).'TYPE"IN"DRYWALL SCREIW5. 3),STAGGER MECHANICAL FASTENERS OPPOSITE EACH OTHER ON ADJACENT OF THE EXISTING BUILDINGS SHALL BE PATCHED OR REPLACED AS NECESSARY BY 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT 1),FILLER COAT:OPEN-GRAIN WOOD FILLER, '. "TM b).LENGTH: ENDS OR EDGES. THE CONTRACTOR AND MATCH EXISTING WORK IN ALL RESPECTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES, ` It � '• ' SCALE: 114"=V-0" 1).SINGLE LAYER: 1-1/4 in. 4 •SAND ABUTTING ENDS OR EDGES OVER SUPPORT SURFACE. 2 .STAIN COAT:INTERIOR WOOD STAIN. i � � a$: 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH 3).SEALER COAT:CLEAR SANDING SEALER. V j! ' fib` JOB#: 2), FACE LAYER OR TWO LAYER APPLICATION: 1-5/8 in. 5).SPACE SCREWS 12 in.O.C.ALONG SUPPORTS AND CEILINGS. EXPOSED SURFACES. '" = a�r: � `5 ''' 4), FINISH COATS:INTERIOR ALKYD OR POLYURETHANE-BASED CLEAR SATIN t ,•"P Sep tember 14,2011 6).SPACE SCREWS 12 in.O.C.ALONG ENDS AND EDGES AND FIELD OF 4 ,FINISH EXTERIOR DOORS ON TOP BOTTOM AND SIDE EDGES THE SAME AS THEVARNISH .*• WALLBOARD AND WALLS. } . EXTERIOR FACES. SHEET NUMBER: 7),DRIVE SCREWS WITH POSITIVE CLUTCH ELECTRIC SCREWDRIVER, 5), FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED CASEWORK TO MATCH EXTERIOR. REVISIONS: 2x_stud JOIST DETAILS " plate nail-16d (3-1/2"} Plate nail-16d(3.1/2") wall at 16 ALLOWABLE HOLES - TJI Joists * on-center box at 16'on-tenter box at 12"on-center INTERMEDIATE BEARING Floor panel nail-8d Load bearingor shear wall NO LOAD BEARING WALL ABOVE loon panel nail-8d(2-1-2") 2-1/2")common at 6" Nofleld out holes 1-1l2"holemeYbe See Table A See Table a common at 6"on-center'" above(must stack over wall In hatched cut anywhere in on-center below) Web stiffeners zones See Table See Table web out- DO NOT required each side Load from side hatched zone "or 1-1/4" 1-1/4"Trus Blocking Blocking panels cut or notch Range. g at 63W above may be required with 6" Cl 6 Blocking Trus Joist Joist rim mnel Y q panel rim board* board 2x4 minimum shear walls above or squash below-see detail Bt 1-1/ L i a x D 1 D1 La 2 x L 2 al If blocks 6" minimum minimum 6" 6" J ce nail-10d(3") oe nail-10d(3") 12" (applies to all I; box at 6" box at 6" holes except min. knockouts) Do not cut holey larger than on-tenter on center " I.Y12,incantilever DOAIOT Remove tongue and groove * B1 B1 1/16 Table A - End Support g cut holesln cantilever from floor panel edges Boun ary nailing Mt imum distance from edge of hole to inside face of nearest end sup ort reinforcement. Supported by V e-Rim®to -Bd(2.1/2") Web stiffeners 2x4 minimum ensure quality nailing, stall proper blocking squash DEPTH TJI ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE TJI rim q y g common at 4° to support all panel required each joist Conventional construction code minimum for on-center"' edges P side at B1W and blocks 2" 3' 4" 6-1/2 0-1/2 It- 13" 2" 3^ 4^ 6-1/2 8-1/2 il" 13" se with A3 only.See Trus Joist Framer's Use 2x4 minimum squash no r-o^ r-6" 2'-0^ 5'.0" r-o- r-6- 2'-6" 4W Al A2 Must have 1-3/4"minlmum A3 A3.1 3.2especifIcations. ocket Guide for A3.1-A3.3 installation ,,,,3.4 "See Trus Joist Framerrs Pocket Guide for B� B2 B3 $3 CS blocks to transfer load 9-1/2" 210 1'-0' 1'-6" 2'-0" s-o" 1'.0- TV 2'•6„ s'-o„ Y B2W O oist bearin at ends O 0 Gadditiona/Installations' edhcations, 6 around TJI joist 230 1'-0- 2'-0" T-6" 5W r-o" 2'-0^ T-0" s'-c"j gp 360 l'-6" 2'-0" 3•-0" 6'.0" 1'-6" T-F 3'-V 5'-6" 210 1'- " 1W •-0` 2'-" '-6" r-0„ V.0' y.0" -0„ '-6" JIj length Of 11-7/8" 230 1'-0" 1'-1" 1'-0" 3'-0" 6'-0„ r-0" 1'-0" 2'.0" '-6^ T-0" TJI joist 8"diameter maximum hole Nail Trus Joist rim board to blocking Attach reinforcement 360 r-o" r-o" r-6" 4'-6^ 7-0" r-o- 1'-0" 2'-6" 6'-6^ 7-6^ 4'0"length of 8"diameter maximum hole reinforcement and for T1-7I8"-16"deep 560 r-" r-or V-6" 5-0" '-01 V-D" 2'.0• T-6" 7'-0"P�6 W 3/4" filler block. Use blocking panels,6" with connections to joist with one Sd for 11-7/8"-16"deep g P � no r-0^ r-o^ r-a' r-D^ z'-6' s•o^ '•„ ,-" „ " ,• " Web stiffeners 8"diameter maximum hole equivalent to (2-1/2')common nail at Nail through 2x_,wood backer 2io r-o^ r-o" r-0" r-o^ '-0" 6'-0^ r-0• r-o" r-o- 4'-o" s'•6" t� reinforcement blockingpanels,6" 4'-0' length with diameter maximum for decking schedule each corner required each for 11-7/8"-20"deep P g and 14" 230 1-V r-o^ r-o^ r-6' 3'-6^ 6'-6' ro" r-o° r-r 4'-o^ 9'-o^ P on one side at diameter maximum for 9 i/2"and 11 7/8' blocking panels 9 1/2' deep side at E1W blockin anels;6° Trus Joist Attach reinforcement TJI Dist web with 2 rows lOd 360 r-o^ r-o" r-o" z'-6 s-b" B'-o^g P E2,both sides blockin aneis 9 t/2"dee TJl joists. or shorter than 12"long. j diameter maximum for at E3 g P P rim board to•Dist with one 8d Blocking panel between Blocking (3")common nails at 6" s6o r•o^ r-D" r-o^ r-6' 6'-0" 9'-0^ r-o" r-o" r•6' 6-6" 10'-0"or shorter than 12"long. o not cut flanges, J " ch joist.Nail to to 210 r-o" r-o• r-a' r-o• '-6- 3'-C' 6'.0- r-o" r-o" r-0- 2'-6" s'-0• 10-6' lockin anels 9-7/2"dee 2-1/2)common nail at P panel n-center,clinched.Use g P P not cut flan es. ( 230 1'-0" 1'-0" 1'-0" 1'.0" 2'-0" 4'0" 6'-6^ 1-0" 1'•0" i'-0" 3'-0^ '-0" 11'•0„ g plate with connections � 16^ or shorter than 12"long, each corner 16d(3-1/2")nails with 360 r-0^ r-^ -LEI r-Ir '-o- -D• D" r-0" r-o^ r-o" a'- " 9'-0" IO'-o" lr-6" LDo not cut flanges. Trus Joist equivalent to decking 3- "T11 joist 560 r-o- i-.w r-a, i'-o" 3'-o• 6'-6,, 70'0 1'-0" 1'-0" 1'-0" 9.0" 10'-0" ll'-0" 12'-0" rim board schedule. a widths. v Trus Joist 12"length of • a g 4^ 6^ s^ to- 1a^ rs" 17^ 4" 6• e" 10^ 1r u" 17^ rim board ttach 3/4" 12"length of 18„ 360 1'-0" i'-D" 1'-1' 2.0" '•0" la-0" 1'•0" reinforcement to reinforcement 3/4" 560 1'-0" 1' -0" 5' 1'-0" 1'-6" 6'-6" 11'-0" 12'-D" 14'6" V Trus Joist rim ttach reinforcement joist web with 3 on one side at 36o 1'-0" 1'-0" I'-0" 1'-0' 5.1. T-0" 1D'-6" 1b" I'-0" 2'-6" a'-0" 11'-6" 14'-0" 15'-6" Q reinforcement 20" 560 I'-0" I'-0" 1'-0" 1'•D" 1'-0" T-0" 11'•0" 1'•0" 1'-0" 4'-D" 9'-6" I2'-6' 14'-6" 15'6" board to joist with 8d(2-1/2") rows 10d(3") E5,both sides on one side at common nails at 6"on- common nails at 6" at E6 E7,both sides Wood p" Z 2 0" center.When backer ��tr able B - intermediate or Cantilever Support on center,clinched. at E8 eS a+� �e� 5 Mini. um distance from edge of hole to Inside face of nearest intermediate or cantilever support i-- Face grain a��� reinforcing both Zx�v�` Use 2 rows with 9-1/2" Less than ��� t ti��e ad E- horizontal sides,stagger nails. era and 11-7/8" 5„ Less than 1�1a �sr �0 a-) DEPTH TJI ROUND HOLE SiZE SQUARE OR RECTANGULAR HOLE SIZE o El El E2 E3 E4 TJI joists. E5 E6 E7 ES Fl c \er`� l� or 2" 3- 4" 6-1/2 9-1/2 11• 13" 2` 3„ 4" 6-1/2 8-1/2 n" 13° u Not for use with 3-1/2"TJI 110 r-6" 2'.6" T-V 7'-6" 1'- 2'-6" 3'-6" 6'-6" joist flange widths 9-112" 210 T-0" 2'-6" T-6" T-6' 2'•0" 3'-0" 4'-0" 7'-0" 230 2'•6" T-0" 4'-0" B'-V 2'-6" T.0" 4'-6" T-6- I 1 O Filler block Attach 360 3'-T 4'-0" T-6" 9'.0" 3'-0 6" 5'-6" 8'-D" 110 1'-0" 1'-6• 4'-0" -0" '- " 1'6" with ten 10d(3")box WEB STIFFENER ATTACHMENT z10 r• ^ r-0- 2'- ^ " r-0" 2'-0 '-o^ 6" 10'-^ U nails,flinched.Use ten Gap- lt•7/e" 23o r-o" 2'-0„ 2'-6" 51- " 9'-6" 1'-0^ 2'-6" 3'-6" s-D" l0'-D" 16d 3-1/2" box nails from EXTERIOR DECK ATTACHMENT „ 360 2'-D" 3'-0" 4'-0^ T-or r1'-o" 2'-0" T-6- s-o^ 9'-6" u'-0" ( ) Option#1: t-1/8 minimum each side with 3.1/2" Structural exterior Applysub£loor adhesive to all TJI Joist blocking with end 2-3/4"maximum 560 r-V T.0" 4'.6' '-D" 12'.0" 3'-D" 4'.6• 6'-0" 10'6" IT-1)" ^ 110 1'-0" P- ^ t'-0" 2'-0" 4'6" b'-D" P-0" 1' " 1'-0" -a' '-0^ 12'-0" h+y Web stiffeners TA joist flange widths• sheathing contact surfaces cks installed at 1/3 joist 11#2"� O 1 210 r-0^ r-o^ r-a' 2'•6^ '•o" 9'-a" r-o" r-o" 2'•0° 6'•0° 1a'-D^ tz'-^ required if sides of Use fifteen nails with Backer block iP1{� s an locations using Three Sd(2 112")box nails, 14" 230 r-0" r-0" r-o" T 0• s'-6 1a-o" r-o^ r-0- T-V 6-0^ IU-6" 13,_0" hanger do not laterally IT-0- TA joist depths Install tight to top Bearing plate: Flashing II 'I o 8d(2-1/2") clinched 360 r-o" I'-01 T-0^ s'-6" 9'.6„ 12'-6- r•o^ 2W 4'-0^ 9'-0' 12'-0^ 14'-0^ n/ support at least 3/8" greater than 16"• ar box nails or s6o r-0 r-0• r-6- 5'6^ " I3'-" r-0 T-0^ s-0' 10-IT 1 '•6" 15'.0" F••"'t PP flange{tight to Flush plate with inside SQ Three 16d (3-1/2')box nails ^ of TJI Dist to g face of wall or beam Treated ledger osx a at 3-1/2"TJI•oist flange widths 210 r-0^ r-o r o r-o" 3'-0^ s-6^ 9'6^ r D" r-o r-o" -4'-6'- 9'-6' 12'-6" W-6" 1^'�j p bottom Flan e with �•• 2-1/2"screws, led er 31 ((� J g 16" 23- 1'-0" 1'-0" 1'-0" 1'-6" 4'-0^ 6-6" 1U-6" 1'-0" 1'-0" 1'-0" V 0" 10'-6' 13'0" 16'-0" flange face mount g 11 g typical 11#2"= 360 r•^ r- r-„ " i • , , 'W r-D r-D" r-0 ' angers).Attach Web stiffener each 560 11-0- r-0" 11-0" 2"6• 7-0" 11'-0" 16'-0" with ten 10d(3") See fastener Trus Joist Option#2: I wt I side.See sizes a• 6' a to^ 1a 1s" 17 4 6^ s' 10° 1T^ 1s" 17 box nails,clinched table below.Maintain rim board 2x strapping installed I-=-} below, Top 2"distance(minimum)from is" 360 r-o^ r-0 3'-0^ 6-o" D^ ss'•o" r-0" 4'0" 9'-0" 14'6^ 16'•6" 19'-6^ flange when possible. at 1/3 joist span Tight fit 560 '-o r-o" T'-o" 6-0" 12 0^ 16'-V 1 1- e,o" IL-6" 16.6• ls'-o° 20'-0• hanger edge Of ledger t0 fastener. locations using two 36o 1'•0" 1'-0" 1'0" 3'-0" 6'-a' 11'-0 15'-6" tb 1'-6" T-0" 12'•6" 16'.6" g Face tmount acker block \ 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 20" 560 r-o" r-0 r-0' r-6" s'-6^ 12'-0^ 16'-0^ 1'-0" T-0" 8'-6" 14'-0" 17-6' 19'-6" 20'-6" Allowable Load/Factored Resistance(Ibs) O Fastener ption#3: ' " " " " Rectangular holes based on measurement of longest side. hanger both sides 1.3/4"rim board 1"a-Rim'" directly applied ceiling 1-T/2' i/2 x 2-5/16 min 2 5/16 7/8"x 2 5/16 min otes may be located vertically anywhere within the web.Leave 1/9'of web(minimum)at top and bottom of hole. Of web with 3/8"lag boll400/630 N.A./N.A. 1-3/4" 5/8"x 2.5/16"min 2-1/2" V x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJ 1 1/2"lag bolt 475/750 325/N.A. efstalled hen S c1fied on the layout, one or more of Pe Y placement. Hl H2 joist H3 LA .Allowable load determined In accordance with AC 124. a three bradng options shown 1 Lmust►/be O 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 ,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. applications. • Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or O hole configurations contact your Trus Joist representative. Q BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers ►� a diameter o 2x ditf the largest hole(minimum) BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE Hc , BEARING AT WALL WiNDOW HEADER CONNECTION WALL 1/3 depth 1t"'I GW Q Joist Framing C Allowed hole x 0 0 zone c o a Trus Joist rim boiard StrapercodeIf Cut round holes and + U P o 1/3 depth a o y y or blocking for top plate is not Blocking p in the center ofbeam. lateral support continuous over panel Safety bracing(10 U header minimum)at G on-center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART Et extended to a braced end BEAM DEPTH MAXIMUM ROUNU Silent Floor joist framing wall, HOLE SIZE does not require bridging Fasten at each joist with 4-3/8' p' 0 8d 2.1l2" nails minimum For uniformly loaded beams only, 5.1/2, 1-3/4" or mid-span blocking (see WARNING). . Rectangular holes are not allowed. 7-1/4"to 20" 2^ Top flange ' No holes In cantilevers. See illustration for Allowed Hole Zone hanger H2 No holes In headers or beams In plank orientation. Face mount Parallam®PSL or hanger DO NOT bevel cut iolit At beyond Inside face of O Rim board Joint TimberStranidc9 wall. E2 between joists TJI JOIST ATTACHMENT at BEARING Ll LSL Column L3 See current Trus Joist L4 Toted untreated wood from direct contact literature for framing with concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors O Trus Joist rim board bearing wall above) One 10d(3")box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be t4dthln nail Into each flange N well. One 8d(2.1/2") M O TOP-LOADED\I BEAMS(1) box nail each tri N u BEARINGI AT COLUMN CS side.Drive nails ' 1-3/4"Width PI8C8S: TJI rim Joist at an angle at p I n Trus Joist least 1-1/2"from fq O Minimum of 3 rows 10d(3"x 0.128)" nails at 12"O.C. L3 rim board end. 1-3/4"minimum bearing CA2 at end support;3-1/2" 0 r" O s-+ Verify Parrallam PSL or Minimum of 4 rows 10d(3 x 0.128')nails at ELEVATED COLUMN minimum at intermediate �; d � TimbierStrand LSL 12"D.E.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE support column CAP B1 L1 Shea),transfer Connections equivalent to capacity and beam n using 1f nailing )or larger nails,the Hi floor panelnallingrehedule C) P number of nailing rows may be reduced Optional N bA u be-aring length. b one. non-shrink g O 4 � See current grout BZ ,` eZ Y Rim to TJI Joist Trus Joist 3-1/2"Width Pieces: Trus Joist rim board or v literature. Minimum of 2 rows 1/2"bolts LS m 93 joistOne wide I rim box U �O T" to at 24"o.c.staggered nail into each flange 3.1/2"wide TJI rim �✓ tit " (1J Load must be applied evgengly across entire g JoistToe nail With 1 TJI floor N .� (3")box nails,one each joist ; 2-1/16"-2.5/16"wide O w beam width.Otherwise,use connections for side-loaded beams. O side ci TJI Jelit flange Butttn TJI rim JoistOne 16d Additional nailing or bolting may be required with joists g Use Bl or B2 at (3-1/2")box nail Into each �- L5 Pl P2 P3 awith blocking Itermedlate bearings flange L6 side-loaded multip/e-member beams Refer to current3-t/2"wide ists panels i load bearing or shear TJI rim joist To Wew product literature. atrcent d ofrune wall from above P of support FASTEN ING of FLOOR PANELS Braced end wall Closest On-Center Spacing per Row BEAM ATTACHMENT at BEARING W see note 3 under Trus Joist rim board O WARNING Nall size T11 Trvs Joist rim board Timberitrend LSL Ht One lOd(3')box 11D and 210 230,360 and 560 i" i•l/2" Microllam LVL Parallam PSL O 1-1/2"or widerof Bd (2-1/2")box and 2" 6" 4" nail each side in Sc((21/2")comm 3-1/2" O member u bearing, • 1-t/2"minimum from end � 2" 6" 4" 3" 3" 3" Q 10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS L4 Drive nails at an See framing plan(ifapplieable)or Framer's Pocket �► 10d(3").12d(3-1/4")comr no 4.1/2" 3" 6" 4" 4" 4" 4" Stsbfloor adhesive will improve floor performance,but angle to minimize Guide for minimum end and Intermediate bearing 16d(3-d(3-common N.A. 4" 16" b"P1 6nPi 8" b" may not be required. O xterior Deck splitting of plate lengthy N When joists are doubled at non-load bearing parallel LA ttaehment (7)Can be reduced to A"cut-center with mw imum nad penetration ofl-3 w,8•into the narro edge. 0 partitions.space Joists apart the width of the wall Structural Recommended nailing is 12"on--center in field and 6"on-center along for plumbing or HVAC. O sheathing Q� (see detail)drop p . �j sheathing edge.Nailing requirerments on engineered drawings supersede Additional Joist at p O DO NOT use sawn lumber recpmmendations. O for rim board or blocking. Nailing rows must be offset at Icdf 1/2"and staggered. - Protect O Sawn lumber may shrink WARNING � 14 ga.staples may be substitutecd for Sd(2-I/2")nails if minimum penetration O after Installation, V of 1" into the TJI joist or rim board is achieved. O tee ALLOWABLE r---�+ untreated wood HOLES 7 Joists are unstable until braced laterally Farthest on-Center Spacingg per Row from direct O Maximum spacing of nails is: contact with H3 Bracing Includes. 94 Far joist widths 1-3/4"or less: 18"on-center concrete •Blocking •Sheathing Fpr joist widths greater than 1•-3/4": 24"on-center Hangers -Rim Board DO NOT allow workers to walk on .Strut Lines .Rim Joist DO NOT stack building materials /olsts on unsheathed joists.Stack only FILLER and BACKER BLOCK SIZES Shifted joist Additional until braced- over beams or walls. TJI Flange Widths 1-3/4" 2-1/16' 2-5/16" 3-1/2" joist INJURYMAYRESULT. g Plumbing drop Bearing plate too ® ,I 14"or 9.1/2"or 14"or 18"or 14"or is"or, WARNING NOTES 9-1/12"or 9-1/z"or be flush with imside A We er aeuser Business R i Depth 14" 11.7/8" yirt '" •F;rk 11.7/8 11-7/8 16" 11.7/8" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked face of wall or Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions t '1'e;4Gr Q x 2xl2+1/2" vertical loads(details 81 and 82).Packing out the beam , u*"t Filler Block* 3/8, 3/8" 1/2" 1/2° Two Two Two web of a TJI joist with web stiffeners is not a following guidelines are observed,accidents will be avoided. t�;yr z Detail H2 2)x6 2x8 sheathing 2x6 2x8 2x12 j ( ) c; f�1 `- ( ) sheathln sheathingsheathingsheathingsubstitute for squash blocks or blocking panels. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. �i k°:y :k1"`s;"• Cantilever Filler 2sx6 2x10 2x6 t 3/8" 2x10+3i8" 2x6+1/2" 2x10+1/2" Not 2.Lateral strength,like a braced end wall or an existing deck must be established at the ends of the bay.This can also be •• ,< '`= A �+C.'"•'' Detail E4 4"•0" 6'-0" sheathing sheathing sheathing sheathing Not applicable accomplished b a tem ora or permanent deck(sheathing)fastened to the firft 4 feet of joists at the end of the bay. ( ) applicable pp p Y P rY p gl 1 long tong 4'•0"long 6'-0"long 4'-0"long 6'-0"long DRAWN: MII/MS 3.Safety bracing lines of Ix4(minimum)must be nailed to a braced end wall or sheathed area as In note 2 and to each foist.Without this •rF >: Balker Block* bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnaited sheathing. s" s• *' ri ': s 5/B"or y* SCALE: 1/4"=V-0' 3/4"Or 4.Sheathing mud be total) attached to each TA joist before additional loads can be placed on the stem. v a- Detail Fl 1"Net 2x6 2x8 2x12 8 Y 1 system. ( 3/4° 7/8" or H2 S.Ends of cantilevers require safety bracing on both the top and bottom G JOB flanges. i' all ">as•' "7fnece:fary f»creaye filler and backer block he.•ig,51 for fare mount hangers.Maintain 7j8"goo at top ofloiyt:yea detail W.filler and backer block lengths sho 6.The flanges mud remain straight uld g g within a tolerance of ll2"from true alignment. September 14,2011 arcomodwe requlied nalyug without spl#ting(7:2'minlmum for backer hlocki and 24"mGslmum forfillerblocb). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information.', . SHELT NUMBER: 1� REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER � WALL STUD CRIPPLE STUD • BOTTOM PLATE o ' RIDGE ' HEADER LEDGER BATHTUB • ; DOUBLE JOIST SIDEWALL ' RAFTER JACK STUDS FLOOR USP NUMBER (DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADSS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATIOfI SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR W 2ND. AD55 (HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND 70P ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APIPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 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 JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC r I`•I c/1 WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR p� H METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL W Q RIM BOARD CHIMNEY AS REQUIRED U� O RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN U ' r VENTILATION WOOD JOIST FOUNDATION SIDEWALL FLASHING TOP PLATE ��` BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O STAP'PING TO BE ATTACHED TO WALL STUDS @48"OC B ARRIER TO LAP FLASHING v 2x4 SOFFIT JOIST W AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA � U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ]] -- FLOOR JOIST DEPITH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD O ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIIPTION APPLICATION SOFFITED EAVE a AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS '`., ACT10N 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14' — 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ' 8" — 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,'< KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES / BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q O WOOD JOIST F. � WO F-----�" TOP PLATE GIRDER/HEADER w U I SIDE WALL FLASHING WOOD JOIST 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 rF FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" D.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" /ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16'i" MSTA48 1-1/4'x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD �-- SUBFLOOR N v SILL GASKET WOOD JOISTS co r► v ou u NEOPRENE ; p �'� v TYP. CONC. FOUNDATION ( A 60MIL, POLYY '`�� ' r+ `° — ^� DAMPPROOF EXTERIOR GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE Ga rn c*) ° GRANULAR FILL e V� I BOLTED TO STEEL BEAtv1 WITH (� X p N 6MIL POLY ON EXTERIOR V + , G m d V �` STEEL COLUMN ,•p , 1/2 " DIA. BOLTS © 48" o.c. STAG. W. v Ict._ D �, a �� ROOF JACK ��� u „ STEEL BEAM rr. n ^ CONC. SLAB 'p `,° �•� G ° 't � � e V COMPACT FILL . ` O sD 4" x 1/4" x 8" STEEL � � n I -[ ROOFING LAPS �� I TOP AND BOTTOM PLATE _ V ' • C • p / ^ FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING D P oo .o r o A. �• n CONC. FTG. 'p �'p G D SIDES AND TOP N v ° USE WTH 3x3 SQUARE WASHERS 1/2" GROUT ot3 'i b• O z 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) e � REINFORCING BAR ^ ^ 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE 0 p � ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STiORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION, APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC [W.r WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 SITORIES 57" OC UU ROOF JACKS & VENTS DETAIL SLAB—ON—GRADE CJ� �—`- SUBFLOOR CONC. SLAB DOOR FRAME T Y 6X6 10 10 WWM / DOOR GARAGE I JOIST COMPACT FILL i I I USE 2X8 STEEL BEAM Q" FOR BLOCKOUT Q 4" SLAB W/ 6X6 WMM \ I I SLOPE P.T. PLATE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR PACE �` I �, • 7 1 2" � . (WITH A NAILING PLATE IF NEEDED) AT END ANDES OF WOOD �,p ,L >-'p • • �. a •• a HER THAN STEEL BEAM TO1ALLOWFOR GSHRINKAGE G ADE BEAMS .�--[I- cT--=�-: .C� D D D D a • s �• a a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. •.Q — — — — �r n ^,i i C �T� _ MIN. :' D �Q'C •D r, ° p =�� I SUBFLOOR r, n ^ �'� 4'� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ;h. .a IdJ REINFORCING BAR p. NOTCH EQUALS 1/4 DEPTH OF BEAM ��II e� Q 4,D � Do �I--I� OIST ;r 1+ ++ +1 A REINFORCING BAR v • �''` y DRAIN TILE i.�--�•. 4 4 < •iq :;, p d e SHEET METAL / 30# FI£LT UNDER BEAM AT POINT P /� • • STEEL BEAM , -?� �' A ,:.. 12 OF CONTACT WITH CONS CRETE OR CONC. BLOCK 11-1 ti�1r a ♦ 2 3 axq•+ e•• 3" PLATE (BOLTED TO BEAM) 's _ � ;. 4 TYPICAL CONC. MONOLIITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. r • SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SIURFACE FOR WOOD BEAM GARAGE DOOR SLOCKOUT DRAWN: MH/MS "` SCALE: 1/4"=V-0" BEAM POCKET JOB#: POC r �.�. September 14,2011 SHEET NUMBER: REVISIONS: • -- -------------------I EQ-EI---- --------- ------3- i I I M I ,�{, ,µ,+r ' 'I 1' ', _ /m♦. I W/uPVN ' i€3:T 1=---°__---°==-'_=-===7'0'7==`===cs-ccc_- � ... r-....r- A -I._...' + DECK PROVIDE POWER FOR RETRACTABLE AWNING ; -�--.-___-°°°°i-�. 1 (VERIFY WITHOWNER) _ D IlC t DECK .. .. ............ .... ry /_ 1. Cam.._.. \, ` `.. - .` v ♦ p. ♦• REUSE FROM HOUSE REUSE FROM HOUSE _ EXISTING DECK �' EX_IETNG DECK 1 Ilj . � ® f ! ___LIRA G R KITCHENBATH ! _ o I' a 10.0 LOFT DINING as i........i i.... -' ;_.......; �...-... � z & -------------- MASTER BATH I %�\ — — — — — — — — �� -V - — I � r°� t ._..---- .....: .......... o � Q Lj ILIT , — - --- - - - - - MASTER BEDROOM ----- I �j ROOM � � (J,J I ; y,BEDROOMNo.� / ' 1 EN ,Y -- _ •— " Q W .( + 14, n vtl v vo ♦ va se • _ v1 ♦ sa v v0 .e O e 1 1 I ' rr•.- �� 11 11 11 'IQ , -------- , -, --- ---- I I?•° - - eeE- = --O=-_-= --=irEQli 1 1 _ 2ND. FLOOR PLAN --..., _ .. ._ . / FOUNDATION PLAN -- -- ----- - -- --- - SCALE: 0.188" 1' : -�---- -----.. 1ST. FLOOR PLAN SCALE. 0.188" 11 11 11 I t u . 0 0 N � SCALE: 0.188° PROJECT NORTH w —I—E PROJECT NORTH „ 1 S N x - j r�� E PROJECT NORTH a " w H ' ' ❑11 ' 1 3 •rrrl U 11 11 11 1 Q s 1 11 � IO \ 1 I `� 1 n n III (I I fJ ;11 1+ 1 11 11 , � , ' • It II i � 1 J v I ., 1 1 ♦ O It 11 • 11 11 1 1 I 1 + Q b ro 11 11 t 1 o t 44 tt - ELECTRICAL EG Ell D Lou � u) ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL ELECTRICAL SYMBOL DECK LIGHT 8' FLOURESCENT FIXTURE TELEPHONE OUTLET Q SINGLE POLE SWITCH $ un H MOTION SENSOR FLOOD LIGHT c 3-WAY SWITCH $3 v 0 WALL MOUNTED SCONCE CEILING FAN w/ LIGHT DUPLEX FLOOR OUTLET ® 4-WAY SWITCH $4 N a Q u CEILING MOUNT LIGHT - - EXHAUST FAN w/ LIGHT ® DUPLEX WALL OUTLET DIMMER SWITCH D PENDANT LIGHT o G•F.C.I. DUPLEX WALL OUTLET 3-WAY DIMMER SWITCH GFI RECESSED CEILING LIGHT COMBINATION SMOKE & Co DETECTOR WEATHER PROOF G.F.C.I. OUTLET & UNDER COUNTER LIGHT Uc GARAGE DOOR OPENER CHANDELIER ° o ° HINGE SWITCH � nRAwN. n�xiMs ��'!� SCALE: 1/4"=1' JOB#, September 14,2011 PORCELAIN CEILING MOUNT FIXTURE - CABLE TV OUTLET TY KEY SWITCH sIIEETNu13ER: