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Home My WebLink About35988-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 10/12/2011 CERTIFICATE OF OCCUPANCY No: 35234 THIS CERTIFIES that the building Location of Property: Date: ADDITION/ALTERATION 1200 BROADWATERS RD CUTCHOGUE, 10/12/2011 SCTM #: 473889 Sec/Block/Lot: 104.-9-3 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 9/21/2010 pursuant to which Building Permit No. 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: alterations and additions, including lirst and second floor decks, hot tub, screened porch and covered porches, to an existing one family dwelling as applied for per ZBA #6412, dated 9/23/10. Lot No. filed in this officed dated 35988 dated 10/28/2010 The certificate is issued to DoMing, Thomas & Dowling, Maureen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/12/11 35988 6/20/11 and 8/1/11 ~Au ~oPlUmbing ~ Heating FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35988 Z Date OCTOBER 28, 2010 Permission is hereby granted to: T & M DOWLING 1200 BROADWATERS RD CUTCHOGUE,NY 11935 for : ADDITIONS & ALTER3kTIONS TO DWELLING, INCLUDING ATT.GARAGE, PORCHES DECKING & HOT TUB PER ZBA DECISION #6412, TRUSTEES & DEC PERMITS at premises located at 1200 BROADWATERS RD CUTCHOGUE County T~x Map No. 473889 Section 104 Block 0009 Lot No. 003 pursuant to application dated SEPTEMBER 21, 2010 and approved by the Building Inspector to expire on APRIL 28, 2012. Fee $ 2,404.00 Authorized Signature ORIGINAL Rev. 5/8/02 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 o f 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 o f electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and co~sent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. /O/~g//0 New Construction: ~/ Old or Pre-existing Building: (check one) Locationofmropeny: ./~t'JD 51F.-tT,4-,DU,,/~S e~e~fZf f~/~ House No. Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Permit No. ~ ~'} Health Dept, Approval: Planning Board Approval: Date of Permit. [ 0 4- Bloek 9 Filed Map. Lot: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ _L~O, CD ~ Final Certificate: (check one) Appl~ature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ New York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, richert~,town.southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dowling Address: 1200 Broadwaters Road City: Cutchogue St: NY Zip: 1193 E~uilding Permit #: 35988 Section: 1 04 Block: 9 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc LicenseNo: 4141-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture [~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures L~ TVSS 300a overhead service, 4-combination CO/smoke detectors, 2-sub panels-1 60a, 1-80a, 5-paddle fans, 5-exhaust fans, 4-ARC fault circuit breakers, 1 -oil fumace, 1 -gas furnace, 15 kw generator with transfer switch Notes: Inspector Signature: Date: June 20 2011 81 -Ceil Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 Fax (63 l) 765-9502 ro.qer.richert~,town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dowling Address: 1200 Broadwaters Rd City: Cutchogue St: NY Zip: 11935 Building Permit #: 35988 Section: 104 Block: 9 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc LicenseNo: 4141-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Corn medcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Ceiling Fixtures [~ HID Fixtures [] Wall Fixtures ~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures ~ TVSS Other Equipment: built in hot tub in rear deck, includes, bonding, I pool light, 1 blower 1 control panel, 4 GFCl circuit breakers, 1 Jandy system Notes: Inspector Signature: Date: Aug 1 2011 81-Cert Electrical Compliance Form BUILDINO'DE?ARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Peri'nil No ~ i certify Ihal Ihe sold¢r used in the waler supply sys(em conlains less than 2/10 oF I% S.xom ~o before me Ihis a~ o['J£/~?£/~,5¢,'~, 20 // Notary Publ~ County (Plumbers Signature) DE NI~'~'~KIN G Notary Public, State of New York Registration #Or KI604 t 757 Qualified in Suffolk COLIPtv TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] RRE SAFETY ,NSPECTH)N ] RRE RESISTANT PENETRA110fl [ ] FmERESb'r~rrcoflb'mUCT~N [ INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ]RRE RESISTANT I~F. NETRATION ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE ?~// INSPECTORShiP-- TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN--ION [ ] FRAMING/STRAPPING [,,,~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA/J~OUGH) [ ] ELECTRICAL~(FINAL) REMARKS: ~'~'.~ ~/~/.~ (~/-~.~'/~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INS/U~ATION FRAMING/STRAPPING [//]'~INAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE ~--~~INSPECTOR ~/~-~ IKCHITECT RK SCHWARTZ & ASSOCIATES 2849.3 Main Road · PO Box 933 · (:utchoguc. NY 1193.3 63 [ .734.4183 [ ~',~.mksarchltc(t.com January 06, 2011 Southold Town Building Depa~ tment P.O. Box 1179 Main Road Southold, New York 11971 Re' Additions and Alterations to: Dowling House 1200 Broadwaters Road Cutchogue, New York Permit # 35988 (SCTM# 1000-104-09-03) To Whom This May Concern: I have been to the site and inspected the foundation and damproofing installation. I hereby certify, to the best of my knowledge, the foundation work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly ours, , HITECT WARTZ & ASSOCIATES 284,}0 Main Road · PO Box 933 · CutdlOgUC. Nh' 11933 63 1.734.418.5 I ~ ~ ~.mksarchilcct.~ om February 24, 2011 Southold Town Building Depa, tment P.O. Box 1179 Main Road Southold, New York 11971 Re: Additions and Alterations to: Dowling House 1200 Broadwaters Road Cutchogue, New York Permit # 35988 (SCTM# 1000-1044)9-03) I[ FEB 23 2011 BI. DG DEPL TOWN OF SOUTHOtD To Whom This May Concern: I have been to the site and inspected the framing, strapping, rough plumbing and insulation. Mattituck Plumbing has completed a pressure test for the piping and filled all pvc waste and vent pipes. I hereby certify, to the best of my knowledge, the framing, strapping, plumbing and insulation work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information~ Ma~t~k 'r~j ril~,D IN~;I'~0N REPORTDATE COMMENTS ~O~A~ON ~S~ . ~ou~ ~e ~ ' ' PL~G m~ON P~ N. Y. STA~ ~ ~l,, ~ ~ ~ /// //,- ~ ~./~L.~/. // , 'c~ ~/ ~D~ON~ CO~TS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined ./(/2-qr, 20 /tO Apl-to red ~/~, 20 /O. Disapproved a/c Expiration //'~¢~ ,20 j~ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Fom~ Contact: ~/~u~Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property ltave 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 repons, and to admit authorized inspectors on premises and in building for necessary inspections. ~__/~ ~.~ (Signature of a~plic~t or name, if a corporatk)n) / ~~'~Ng (Mailing address of applicant) State whether applicant is owner, lesse ineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~/44~.4.f' / /~'O'/r~__-~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly autitorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on whichj~roposed work will be done: Hamlet County Tax Map No. 1000 Section /t~ ~-" Block ~ 2 Subdivision Filed Map No. Lot ~'~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~'/&) ~' (., ~" l~4 r~, b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Estimated Cost If dwelling, number of dwelling units If garage, number of cars Addition Demolition Other Work Fee Alteration .~/' (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and 7. Dimensions of existing structures, if any: Front Height_ Number of Stories extent of each type of use. Rear Depth Dimensions of same structure with alterations or additions: Front Depth_ Height Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front _Depth .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ 4 o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES,~ NO 14. Names of Owner of premises D~ w(.-L,t) ~ Address Phone No. $-/r~, Name of Architect ~¢/-/ot,rq,,~_./~'~ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES / NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMI,T/$ MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES_]~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevati'on 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 ) r~, ' /8~ff/~ J ~ ~ a/~bove{.~a~n~edbeing duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) abe , CONNIE O. BUNCH (S)He is the ~ No. (Contractor,/ggent, Cot-pbrate Officer, etc.) Ou~llf~l In 8uf~lk Oounty , . Commlm~lo~ Ex~re~ Alii 14, 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this. )'~{.-x dayof {")~4!)J=='xeM'- 20 ) kD Notary Public ]~OPERTY ADDI~ES$: to t~ boat Jill M. Doherty, ] Bob Ghosio, Jr., Vice- James F. Kinl Dave Bergen Joh: Town Hall Annex 54375 Main Road P.O. P~ox 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 23, 2011 Mark Schwartz & Associates P.O. Box 933 Cutchogue, NY 11935 RE: THOMAS & MAUREEN DOWLING 1200 BROADWATERS RD., CUTCHOGUE SCTM#104-9-3 Dear Mr. Schwartz: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., March 23, 2011: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #7407 to reflect the new dimensions of the proposed deck and hot tub area, and as depicted on the site plan prepared by Mark Schwartz dated February 16, 2011 and stamped approved on March 23,2011. This is not a determination from any other agency. Sincerely, Jill rvl(~oherty, Presidenj/ Board' of Trustees ' JMD:lms PAGE 01 · Sill M. Doherty, ~'re~ident Bob Ghasio, Jr,, Vice-Presidet~t · James F. ~av~ John B~dem~er Town Hall Annex 54375 Main Road P.O. Box 1179 $outhold, New York 11~71-0959 Telephone (631) 765-18,72 Fax (63i) 785-6841 BOARD OF TOWN TI~USTEES TOWN OF SOL~i~HOLD CERTIFICATE OF COMPLIANCE # 06S3C Date August 25. 2011 THIS CERTIFIES that the demolitiqn of dwellinn to first floor deck: demolition of north foundation wall; new dwelling, vorch and garage: rear deck with hot tub: scrccricd ut)ich: fla~ole; and 4' w. ide access oath to boat basin At l~00 Broadwaters Rd.. Cutehojzue Suffolk County Tax Map #!04-9-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 8/16/10 lmrsuaat to which Trnstec~ Wetland Permit #7_407 dated 9/22/10 was issued and Amended on 12/15/10 and on 3/23/11 and conforms to all of the requirements and Conditions of the applicable provbions of law. The project for wlateh this certificate ts being issued is for The demolition of dwellinz to first floor deck: demolition of north found:mort watt: new dwellinm uoreh and aara~e: rear deck with hot tub: screened oor~b; flagpole: and 4' wide aeeeas vath to boat basin. The certificate i~ issued to _THOMAS & MAUREEN DOWLINQ owners of the.aforesaid property, ~ lO,IN 0F zOUTHOLO __ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03979 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: THOMAS DOWLING 20 BULSON RD ROCKVILLE CENTRE, NY 11570 Facility: DOWLING RESIDENCE 1200 BROADWATERS RDISCTM# 1000-104-9- 3 CUTCHOGUE, NY 11935 Facility Application Contact: MARK K SCHWARTZ PO BOX 933 CUTCHOGUE, NY 11935 (631) 734-4185 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude: Longitude: Authorized Activity: Construct new accessory structures for an exist'mg single family dwelling in the Tidal Wetland Adjacent Area. The new accessory stmclures in the regulated area (proposed deck, porch, drywells) are located a minimum of 75 feet landward of the wetland boundary. All work shall be in strict conformance with the attached site plans preared by Mark Schwartz & Associates, last revised 9/27/10, stamped "NYSDEC Approved" on 9/29/10. The portion of the property landward of the 10 foot elevation contour as shown on the approved plans and on the survey prepared by John T. Metzger, last revised 8/24/10, is beyond the jurisdiction of the Article 25 Tidal Wetlands Land Use Regulations. (KAK) SAPP 1-09-013. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03979/00001 New Permit Effective Date: 9/30/2010 Expiration Date: 9/30/2015 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03979 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: GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address:~ NYSDEC REGION 1 HEADQUARTERS ~i(/ SUNY ~ STONY BROOKI50 CIRCLE RD STONY BROOK, NY 11790- ;409 Authorized Signature: ~~ Date2 Distribution List MARK K SCHWARTZ Habitat - TW Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 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 stmctures~ which would have required a permit but for which no permit or other authorization has been granted NYSDEC. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03979 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 Mark Schwartz & Associates, last revised 9/27/10, stamped "NYSDEC Approved" on 9/29/10. ~. 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 f~lly 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. $. 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. 6. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory stxucaa'es 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 75 feet from the wetland boundary, are not authorized. 7. Development Restrictions New accessory structure construction projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a)(1), (4) and (7): - The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. - The 20% maximum adjacent area coverage limitation for impervious structures and surfaces. - 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. ~;. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet fi.om 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. 10. 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. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1--4738-03979 11. Vegetate All Disturbed Areas Th~ permittee shall revegctate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 12. Roof RunoffDirected to Drywells Roof runoff shall be directed to drywells with thc capacity to store / recharge thc runoff from a 2 inch / 24 hours precipitation event. All drywells shall be located a minimum of 75 fcct landward of the tidal wetland boundary. 13. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 14. 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. 15. 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. 16. 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 50 linear feet from the tidal wetland boundary. 17. Concrete Leachate During construction, no wet or flesh concrete or leachate shatl~ 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. 18. 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. 19. 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 require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York On account of any such removal or alteration. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03979 20. 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. 21. 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. 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 Departmem 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 perrnittee 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. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03979 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Depatanent 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 BROOK]50 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 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; 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 w~ith 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. Page 6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03979 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DECks 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 o~ state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 26, 2010 TO: Thomas M. & Maureen F. Dowling C/O Mark Schwartz, Architect P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated May 12, 2010: For permit to construct additions and alterations to an existing single family dwelling at: Location of property: 1200 Broadwaters Road Cutchogue, NY County Tax Map No. 1000 - Section 104 Block 9 Lot 3_ Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single ihmily dwelling, on a non- conforming 27,944 (buildable area) square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measurin~ 20,000 to 39,999 square feet in total size, require a minimum side yard of 15 feet and total side yard setback of 35 feet, the proposed additions and alterations show minimum side yard of 3.3 feet and total side yard of 26.10 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 8EP 30 2010 BLDG. DEPT. TOWN OF SOUTHOLO http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 DINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 23, 2010 ZBA FILE: 6412 NAME OF APPLICANT: Thomas M. & Maureen F. Dowling PROPERTY LOCATION: 1200 Broadwaters Rd., Cutchogue, NY SCTM#1000-104-09-03 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 28, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. A site inspection was conducted on September 9, 2010 by the LWRP Coordinator at which time the LWRP Coordinator observed the following, as indicted in his letter dated September 17, 2010: "This site is unique in that high marsh wetland vegetation (spartina patens, distichilis spicata, ira frutescens, baccharis halimifolia and salicornia sp.) occurs landward of the bulkhead for a distance of approximately 115_+ feet. The vegetation is mowed in several areas; to maintain a wide (greater than 11 ') path to an existing boat basin and catwalk, around an existing flagpole and west of the boat basin to maintain a sitting area (beach chairs were observed). Evidence of frequent ponding, was also observed behind the bulkhead in areas of lower elevation surrounding the flagpole. Hydrology on site indicates that if the mowing of these areas stopped, high marsh wetland species would re-establish within the areas." The area between the bulkhead and lawn is a wetland and any activities proposed within the area are subject to the provisions of Chapter 275 Wetlands and Shorelines of the Southold Town Code. Any building or structure proposed within 75' of the bulkhead are subject to § 280-116. Building setback requirements adjacent to water bodies and wetlands. The LWRP Coordinator recommends that a buffer area be established to minimize impacts to surface and subsurface water quality, vegetation and habitat. The landward limit of the buffer is proposed where the transition from wetland vegetation to lawn area occurs (approximately 115' from the bulkhead). Further, it is recommended that the applicant is permitted to maintain an unimproved (mowed) path to access the water body and flagpole. PROPERTY FACTS/DESCRIPTION: The subject parcel is a non-conforming 37, 626 sq. fL lot in the R-40 zone. It has 65.33 feet of frontage on Broadwaters Rd., 423.45 feet along the west property line, 143.80 feet on Broadwaters Cove and 385 feet on the east propertg line. The property is improved with a 1 ~A story single family dwelling and an accessory two car garage. Page 2 - September 23, 2010 ZBA File#6412 - Dow[ing CTM: 1000-104-9-3 BASIS OF APPLICATION: Request for variance from Code Section 280-124, based on an application for building permit and the Building Inspector's May 26, 2010 Notice of Disapproval concerning proposed additions/alterations to a single-family dwelling at: 1) less than the code required side yard setback of 15 feet, 2) less than the code required total side yard combined of 35 feet. RELIEF REQUESTED: The applicant proposes to construct additions and alterations to the existing two-story dwelling and existing detached garage. The existing garage has an existing side yard setback of 3.3 feet where 15 feet is required and the proposed addition has a proposed side yard setback, to the opposite side yard, of 23.7 feet for a total side yard of 27 feet when a total side yard of 35 feet is required by code. The applicant requests a side yard variance and a total side yard variance. ADDITIONAL INFORMATION: The adjoining property owner to the West submitted a letter indicating no objection to the proposed project so long as the height of the existing accessory garage remains unchanged, as applied for. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 26, 2010, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Granting of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed additions and alterations are consistent with what exists in the neighborhood. The existing house and detached garage are approximately 60 feet from the road and will have little visual impact on the existing streetscape. 2. Town Law l~267-b(3){b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is proposing additions to create an attached garage maintaining the existing setbacks and to create a full two story dwelling. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial with respect to the existing 3.3 foot side yard requiring a 78 % variance from the code and the total side yard of 27 feet requiring a 23% variance from the code. However, the variances granted herein are not substantial when considering that the proposed majority of the new additions and alterations will have conforming side yard setbacks. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The existing septic system will be removed and a new septic system installed further from the water. Drywells will be installed to collect water runoffto reduce erosion. The driveway will be pervious to allow natural drainage. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created in so far as the applicant is proposing to attach an accessory garage witl~ a nonconforming side yard setback to his principal dwelling which will require an even greater side yard setback per code. However, the subject property has a very narrow street frontage and becomes wider towards the water. The existing house and detached garage are approximately 60 feet from the road and will have little visual impact on the existing streetscape, and landward additions are preferable to seaward additions. 6.Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations to the existing dwelling and existing garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267~B, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson), and duly carried, to Page 3 September 23, 2010 ZBA File#6412 - Dowling CTM: 1000-104-9-3 GRANT, the variances as applied for, and shown on the Architectural Drawings entitled Dowling House, sheets S- I, A-1 thru A-5 inclusive prepared July 14, 2010 by Mark Schwartz, R.A., subject to the following condition: Conditions: A buffer area shall be established to minimize impacts to surface and subsurface water quality, vegetation and habitat. The landward limit of the buffer shall begin where the transition from wetland vegetation to lawn area occurs (approximately 115' from the bulkhead). Further, the applicant is permitted to maintain an unimproved (mowed) path 4 feet in width to access the water body and flagpole. That the above condition be written into the Building lnspector's Certificate of Occupancy, when issued Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dinizio, Homing, Schneider. Resolution was duly adopted (5-0). es ie anes' eisman, C airperson Approved forfiling I /~ /2010 OWNER FORMER OWN EI~ TOWN OF SOUTHOLD STREet/~ C?; N S PROPERTY RE¢ VILLAGE W :ORD CARD :?- ? DIST./ ,SUB.. LOT ..~'~0~--,~ ACR. ~dZ~ SEAS. LAND AGE FARM Tillable Tillable Tillable 3 Woodland Swampland Brushland House P I~ot~. To'~l~ NORMAL BELOW ABOVE Acre Value Per Value Ac re ZOMM. CB. MISC. Mkt. Value FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD DOCK COLOR TRIM 104.-9-3 10/06 L, Bldg. ~ ~ J~ ~ ~ ~ ~.7~ ~ ~' Both ~ Dinette E~ension Ext. Woll~~ Interior Finish LR. Extension ~ (,[~ ~ ~ Fire Piece ~ He~t ~./ /~,~ DR. j ' Type Roof~ Rooms 1st Floor BR. Porch /3~,~ : ~ ~ /~/ / Recreation Roo~ Rooms 2nd Flor FIN. B. Porch ~ ~ ~ Dormer ~/~. Driveway ~{~ ~ ~ Breezeway / Garage~ ~ ~.'~-~ ;0. B. I Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~[~_ ~c0uo~n ~ock~ g~/o~ STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN a CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEaM # / WORK ASSESSMENT [ Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within--J ~f Z,~f,,~,/~ 1 Will this Pr°ject Retain AIl St°rm'Water Rur"'OffGenerated by a Two (2") Inch Rainfall on Site? r'~ the Scope of Work for Proposed Construction) (This item will include all run-off created by site b. What is the Total Area of Land Clearing ' ' cleadng and/or construction activities as wall as all -- and/or Ground Disturbance for the proposed 4 ~['"-~ ~ ,.J"fi:: Site Improvements and the permanent creation of construction ac/tv/fy?~°! (S.F.~' / Acres)~ impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION IP, ov~e ^daa~..~ ..e~de~) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and U A~(~/"/7 ~'~,cJ' I~ ~,, ~3~'J'7 ~ ~,.,J_f' Slopes Contrctling Surface Water Flow. / 3 Does the Site Plan and/or Survey describe the erosion 7~ i~(~'~.J"'-~''' ~ G/~'~ ~' and sediment control practices that will be used to control site erosion and storm water discharges. Tnis ~/[ ,'~../' ,/t,/;~ O~-~-~.~ item must be maintained throughout the Enitre Construction Peded. 4 Will this Project Require any Land Filling, Gradingor Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards .Y__ of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five ThousandL~ (5,000 S.F.) Square Feet of Ground Sudace? 6 is there a Natural Water Course Running through the Site? Is this Project within the Trustees iudsdiction General DEC SWPPP Requirements: or within One Hundred (100') feet of a Wetland or Submission of a SWPPP is required for all Construction activities [nvolvthg soil Beach? disturbances of one (1) or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or mom acme of land; which Exceed Fifteen (15) feet of Veritcel Rise to I I / Including Construction act/v/t/as involving soil disturbances of less than one (1) acre where One Hundred (100') of Horizontal Distance? V the DEC has determined that a SPDES permit is required for storm water discharges. SWPPP'e Shall meet the Minimum Requirements of the SPDES General Parma 8 Will Driveways, Parking Areas or other Impervious for Storm Water Discharges from Construction aotlvlty - Permit No. GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off~l 1. The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the directio0 of a Town dghtoof-way? submitted to the Department pflor to the commencement of constmcgon acgvtty. 2. The SWPPP shall desmtbe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required, post-constructthn storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road ShoUlder~ STATE OF NEW YORK, t'- .t='c~ *- CONNIE D. BUNCH N°ta* ~.~01~1~a~1 { of New Yo~k And that he/she is the .................... ~.~ Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his Im.~,wledge anc~l belief; and that the work will be performed in the manner set forth in the application filed herewith. /~ FORM - 06110 TOWN' APP.LICATION FOR FI [=CTRICAI[. INSPECTiOH .. REQLtESTED BY.: Name: " ~ Date: *Address:. · *~,ross Street:. "'Phone No.: ' P~3331t No.: ready for itmpeoilg, n: Telap.lltfo .l~iafl. on {If nee.de<l} - ' . ' ' ~,~c[ ~ ~8Ee:' - 1Phase 3Phase 100 'i50.. 200~. 350. ~0 ' O~er~{~C ~8~: .R~nneot Unde~mund Num~fMetem ~angebfSe~~ea~;~ .-.-[,: ~i~'~ ~1 ~ -, . , . Town H~II Annex 54,375 MaLt Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 ro.qer, dchertd~w(~n.ls) o~ u~o~.ny, us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ~Go l,~, ]//o b-- *Address: /3 o o ~ r,,-~,~,./ ~,,..~ ~,. t ~C,~.,~/, {',. :~r'_ .4 ~.~'--'- *Cross Street: .... - *Phone No.: Permit No.: Tax Map District: 1000 Section:,,/C)~ Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase *New Service: Re-connect Additional Information: YES / NO Rough In YES / NO Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD September 13, 2011 Thomas & Maureen Dowling 20 Bulson Rd Rockville Center, NY 11570 Re: 1200 Broadwaters Rd., Cutchogue TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. ~- Final Health Department Approval. ~///Plumbers Solder Certificate. (All permits involving plumbing after ~ Trustees Certificate °f C°mpliance' (T°wn Trustees #765"sgt'~" __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 36061 - Addition and Alterations .,o,~ .~,c REVISIONS: '~ ~ ~U~L,C W,,rER ZONE ~"' ~ ,:o CL'.'~ x x~w~~~~__~,k ~o~ ~.~.0.. .......... ~o .... X LiNE ~ONE 4 o X - ~ ~ ..... , ~ io~u~e~ ~ ~ ~ flTE DATA I...... a-. ~:.,. .... ~ ~ ~' ...." ~ .~,.~:r,~, ~,:~. , ' ' · DATA SUPPLIED BY: McDON~D GEOSCIENCE Ca~ ~2-510¢ Zl~i --} ~ S~ 10~-lO4-flq.0t ~2~; ~;gg:~: ~.;L~,~ BOX 1000, SOUTHOLD, NY 11791 (631) 765-3677 ="'='": ....... SCTM~ 1000-104-09-03 ~,~,~_ SITE P~N C°nfomiance wi~fl departm,~ . . , . . ~ ~ ~ ~ ~ PER.J. fOR fi~.~, ~.~/;,~. (. CO?!STRLJ~;T!D~ F'CxA ¢; E/,Ph~.~ ~ I~?~.;:: ]t.~-~R.~ r~.,,id DA'rE D7 ~ c '-,.- EX. ASPHALT DRIVE~AY MAINTAJNk 10' SEPERATION BETWEEN '.,~ATER LINE AND ~,~EPTIC A~SCHDS 18 20 UTIL. POLE GARAGE 16 18 ZONE V EXISTING SEPTIC D/STEM A TO BE REMOVED PER SCHDS REQUIREMENTS 16 14 C ZONE X SITE PLAN SCALE: i"= 20'-0' 12 10 8 ZONE LINE R~ LOC ZONE~ ZONE 8 LINE ,.,' 6 LINE 4 182.6' REVISIONS: ZONE AE EL. 8 6 ZONE 4 SCT LOT COVE ,oo'~' ~ N, 88'Z8'OO" E. 36. 254 -% LoT 25.3 Z o hJ E AE(el ZONE LINE zoNE~)~ 0 0 ANY AL TERA'I30N ~ ~CT~ ~09 ~T AS ~ ~C~ ~~ ~ ALL ~AT~S ~SE SIGNAT~E APPEARS ~ON, zoNE X 20/ ?. O. BOX 909 IE$O TRAVELER STREET $OUTHOLD, N.Y. 1/97/ IZ n3 ZONE 0 WETLANDS BOUNDARY BY R. FOX AUG. 2010 Id AREA = 37~626 sq.ff. to tie lines FLOOD ZONES FROM FIRM 36103CI 64G SURVEY OF LOT 253 "AMENDED MAP 'A'OF NASSAU POINTI NASSAU POINT CLUB PROPERTIES, INC. FILED AUG. 16i 1922 FILE NO. AT NASSAU POINT ToWN OF' SOUTHOLD suFFOLK COLI~TY, N.Y. I000 ' 104 09 - 03 I SCALE I"= 50' OCT, 23, 2009 AUG. E4~ :~OIO (wellond$ boundary) Nov. f8, 2010 (FOUNDATION) ~:~.Ev~ r~o~s ~ co~-ou.si ~E ~r£~ENC£D 8 7- 2 8 8 TO NGVD. S.C.D.H.S. REFERENCE NUMBER R10-10-OO35j~j~O~D~A~j~j~s ,.~ol,C~2,.,.O~j~/// N N88'28'OO"E ~ 36.48' ¢. / '~E LINE ~ V UPLAND UPLAND J 2011SE727 Pll ~"50 ~ ~ ~ SURVEY OF PROPERTY ':i; i ~ A T NASSAU POINT ._Ao.o~ TO,tN OF SOUTHOLD 0 ~ ~ SUFFOLK COUNTY, N. ' ~ 1000-104-09-03 '; ~ ~ ~ ~ 2ml (F~) WE~ANDS I I SCALE' 1~30' ~ ~ ~ oc~o~. ~. ~oo~ AUGUST 24, 2010 (~TLANOS BOUNDARY) :~' ~ ~ ~ M NOVEMBER 1~, 2010 (FOUNDAUO) '~' ~ ~ ~ SEPTEMBER 15. ..' LOT 253 LOT 252 ,.; LOT 254 ~ Tom AREA=37,626 SO. FT. TO TIE LINES WETLANDS BOUNDARY FROM R. FOX AUGUST 2010 LOT NUMBERS REFER TO "AMENDED MAP 'A' OF NASSAU POINT, NASSAU POINT CLUB PROPERTIES, INC." FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON AUG. 16, 1922 AS FILE NO. 156. I om /amd/ar with the STANDARDS ~OR At~PI?OVAZ AND CONSTRUClTON OF SUBSUR~C~ SEWACL DiSPOSAl SYSteMS ~OR S/NOt E FAkl/L Y Pi 51DENCES umd wi// ob/de b., the condtt,'orm .~et /of th (tll'f(?l(I ond porrrut to construct EXCEPT AS PER SEC~70N 7209-SUBDl!4SION Z ALL CER17FlCAllONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF 1'~0 STORY _ AHO GARAGE 26.0' 26' P.O. BOX 909 1250 TRAVELER STREET[ TEST HOLE DATA DATA SUPPLIED BY: McDONALD GEOSCIENCE BOX 1000, SOUTHOLD, NY 11791 (631) 765-3677 (DEVELOPED) PUBLIC '0LATER ONo, 2O I$0'RAOIUS FROM SEPTIC LOT 254 (DEVELOPED) PUBLIC WATER 2O UTIL POLE CARAGE 18 ZONE EXISTING SEPTIC SYSTEM X TO BE REMOVED PER SCHDS REQUIREMENTS 16 14 12 10 ZONE 8 LINE ZONE UNE EDGE OF "X]ETLAN DS PROPOSED SEPTIC SYSTEM DETAIL N 7°54'50'' XYJ 423.45' 'v~ETLAND$ FLAGGED BY R. FOX AUGUST 2010 · ~ WETLAND$-~... UPLAND ZOI' X ~. FLAG ZeN x_ .~_ AE 4' WiD~ PATH EL, 8 BULK HEAD ZONE R40 FRONT YARD SETBACK MIN.: 40' SIDE YARD SETBACK MIN.: 15' SIDE YARD SETBACK TOTAL: 35' REAR YARD SETBACK MIN.: 50' "" Z 18 16 C WETLANDS MAP LEGEND E ;O/Z~ ~ ~X/,ETLAN DS ZONE ZONE "~'~,j~ X HNE 6 ZONE 4 I LINE 385.00, LOT2 RETAINING ~ALL ELEVATIONS: 'e%° SITE PLAN PUBLIC 'k~ATER SITE DATA SCALE: 1" = 20'-0' STRAW BALE DIKE DETAILS STORMWATER MANAGEMENT REQUIREMENTS No. 10 (DEVELOPED) PUBLIC WATER WM 150~ RADIUS FROM SEPTIC SILT FENCE DETAILS NORTH POND ROAD (BEYOND 150' FROM SEPTIc) PROPOSED SEPTIC SYSTEM LOCATION: ROOF DRAINAGE: SCTM# 1000-104-09-03 FLOOD ZONES FROM FIRM 36103C164G ORIGINAL SURVEY BY: PECONIC SURVEYORS, P.C. JOHN METZGER, NYE tlC. 49618 BROAD'CJATERS ~'~ COVE PERCENT COVERAGE OF ESTIMATED ESTIMATED LOCATION; AREA: ~OUTHOLD TOWN BUILDABLE EXCAVATION FILL: LAND & DEC ADJACENT AREA: ACTUAL PROPERTY 37,626 SQ. FT. WATER (BULKHEADED) -1656 SQ. FT. WETLANDS -8026 SQ. FT. PROPERTY (BUILDABLE) 27944 SQ. FT. EXISTING HOUSE: 1493.3 SQ. ET, 5.30/0 EX, HOUSE PORCHES; 35.9 SQ~ FT. 0.1°/o (TO REMOVE) ,5 CU. YD. EX. GARAGE/APARTMENT: 487,6 $Q, ET, 1,7%0 EX. APARTMENT PORCH: 37.4 SQ. FT. 0.1%o (TO REMOVE) .5 CU. YD. EXISTING TOTAL: 2054.2 SQ. FT. 7.2% PROPOSED HOUSE ADDITIONS 943.0 SQ. FT. 3.4% 140,0 CU, YD, PROPOSED SCREENED PORCH 129.9 SQ. FT. 0.5% I CU. YD. )ROPOSED COVERED PORCHE! 200.6 SQ. ET, 0.7% 1 CU. YD. PROPOSED DECK 644.3 SQ. ET. 2.30/0 'L CU. PROPOSED TOTAL: 1917.8 SQ. FT. 6.9°/0 FOTAL EXIST'lNG &. PROPOSED: 3898.7 ST, FT. 13.9% EXISTING DRIVDX)AY: 441.0 SQ. FT. 1.6% EXISTING WALKWAY: 147.0 SQ. FT, 0.5% (TO ALTER) £XISTJNG SANITARY SYSTEM: (TO REMOVE) 150 CU. YD. 150 CU, YD. PROPOSED SANITARY SYSTEM: 300 CU. YD. 300 CU. YD. TOTAI~ (NOT INCLUDING 3898,7 ST. FT, 13,9% 594 CU. YD. 150 CU. YD. DIVEWAY OR WALK WAY): SITE DRAINAGE CALCULATIONS: ROOF DRAINAGE CALCULATIONS: (2) B'dla. x 2'deep TOTAL DRY'L/ELL CAPACITY' @100 % RUNOFF (2 PER HOUR), TOTAL DR'~WELL CAPACITY: (1) B dim. x 2 deep 134.5 CF 16@O CF ~82.2 CF $-1 TEST HOLE DATA DATA SUPPLIED BY: McDONALD GEOSClENCE BOX 1000, SOUTNOLD, NY I i79t (831) 765-3677 (DEVELOPED) PUBLIC WATER MAP LEGEND LITTLE STRAW BALE DIKE Dk~AILS 2O uNO. A~RON 2O STORMWATER MANAGEMENT REQUIREMENTS 10' SEPERATION (DEVELOPED) PUBLIC "~ATER SILT FENCE DETAILS 150' RADIUS FROM SEPTIC LOT 254 ('DEVELOPED) PUBLIC WATER 2O UTIL 18 ZONE EXISTING SEPTIC SYSTEM X TO BE REMOVED PER SCHDS REQUIREMENTS 16 14 12 10 ZON · ZONE .,'" 6 LINE 8 LINE ,. 4 EDGE OF WETLANDS 182.6' PROPOSED SEPTIC SYSTEM DETAIL N 7°54'50'' LvJ 423.45' ZONE R40 FRONT YARD SETBACK MIN.: 40' SIDE YARD SETBACK MIN.: 15' SIDE YARD SETBACK TOTAL: 35' REAR YARD SETBACK MIN.: 50' WETLANDS FLAGGED BY R. FOX AUGUST 2010 UPLAND BULl< HEAD Z ZONE AE "" 4' ~/IDE PATH BULK HEAD EL. 8 -~._ · ~'~.. 18 16 '~JETLAN DS , · .~,. Z~E ZONE 6 ~ ~ LINE 4 / S ~o~ - - - · LINE LOT 2 RETAINING WALL EL~ATIONS: ~ ~ J PUBLIC WATER '" EL'L'"",,.0. ,L'L 1' ",, ,, SITE SITE DATA ~ Z BROADWATER$ ~'%' COVE NORTH p~-.~ OND ROAD ('BEYOND 150' FRoM SEPTIc.) lgT. FLOOR ADDITION: SCTM# 1000-104-09-03 FLOOD ZONES FROM FIRM 36103C164G ORIGINAL SURVEY BY: PECONIC SURVEYORS, P.C, JOHN METZGER, NYE LIC, 49618 PERCENT COVERAGE OF E3'TIMATED ESTIMATED LOCATION: AREA: ;OUTHOLD TOWN BUILDABLE .~XCAVATION FILL: .AND & DEC ADJACENT AREA: ACTUAL PROPERTY 37,626 SC, FT WATER (BULKHEADED) -1656 SC, Fi', WETLANDS -8026 SQ. FT. PROPERTY (BUILDABLE) 27944 SQ. FT, EXISTING HOUSE: 14933 SC, FT 5.3o/o EX. HOUSE PORCHES: 38.9 SQ. FT. 0.1% (TO REMOVEJ .5 CU. YD. EX. GARAGE/APARTMENT: 487,6 SC, FT. 1.7% EX. APARTMENT PORCH: 37.4 SC, FT. 0.1% (TO REMOVE) .5 CU. EXISTING TOTAL: 2054.2 SQ. FT 7,2% PROPOSED HOUSE ADDITIONS 943.0 SQ. FT. 3.4% 140,0 CU, YD, PROPOSED SCREENED PORCH 129.9 SC, FT. ~ 0.5% I CU. YD. PROPOSED COVERED PORCHES 200.6 SQ. FT. 0.7% I CU. YD. PROPOSED DECK 644.3 SQ. FT, 2.3% I CU. YD. PROPOSED TOTAL: 1917.8 SQ. FT. 6.9% TOTAL EXISTING & PROPOSED: 1898.7 ST. FT. 13,9% EXISTING DRIVE~]AY: 441.0 SQ. ET. 1'6% JL EXISTING WALKWAY: 147,0 SC, FT. 0.5% (TO ALTER) EXISTING SANITARY SYSTEM; (TO REMOVE) 150 CU. YD. [50 ~=g. YD PROPOSED SANITARY SYSTEM: 300 CU. YD. ~00 CU. YD TOTALS (NOT INCLUDING 3898,7 ST. FT. 13.9°/o 594 CU. YD. tS0 CU. YD DIVEWAY OR WALK WAY): PROPOSED SEPTIC SYSTEM LOCATION: ROOF DRAINAGE: SITE DRAINAGE CALCULATIONS: ROOF DRAINAGE CALCULATIONS: ROOF AREA: 805.2 SF 1140.6 SF (I) 8'dia. x 2rdeep AMEN[ MIN. 15' SETBA__C_KOz'_/.F) { ~ : : ~1 -- ~-~ ~ --' ~F:', I ~'~*"'?~ ',~,'s: ~ ~", ',,~ '~ ~u- ~ ~ ~ : ~'" ~- '~'1 ~ NNI~ ' ' I ' X :i " ............................ ~ ,, .................................... ; , ," m I m ,mF~ ~ ~ 24,,X24,,X36,~CONCR~EPiER ~O~ m: ,m m /// ~ -- ~ XXX: , DECKI, ' .= ,,_ ................... ~ ~' HI6H RA~UNO ~:-I~~= :~7 m :: L ' ' ~,, ' ' ~1' III I ~:: ~,~,~ ~oo~ :' :: ~ ,~ ................................... .... _ ,., _, r x l: ~ ~ / X ', .' // ~ X~ ~ :' ~ '" ,,,,,~ ~ , ~ ~ ,~.. ., ~ , , ...... , ,~ , , ~. , , .. , ~'~1 ,' ,, ------ 'l ' ' ~ ~ $ '-- ~,_e,, s,_s,/~,, ~: 8' ........ ,~ "L ~I~.~ 2' ...... 1, 12' 71/2" , 9'-~ 1/4" , 4'-0" ~ '¢~: : '~.'l ....... :'_~' J., , - ~ Z'-8'"' ' 4'-2" ' ' " 1ST FkOOR SCALE: 1/4" = 1' S~LE: AMENDMENT REVISIONS' ~ RADIUS ADENDOM 1 07/27/2010 FROMSEPT,C ZONE R40 FRONT YARD SETBACK MIN.: ~*ml~l~ow~o,~ SIDE YARD SETBACK MIN.: 15' ........... 1 ff OL .m~,~v~. SIDE YARD SETBACK TOTAL: 35' ~ ~ REAR YARD 5~BACK MIN.: 50' LOT 254 ~,~ ~,~, ~ ~,,~ ,~ X (D~ELOPED) ~ '~" ~ '" ~ PUBLIC WATER (. ~ .... ZONE X X V EXI~ING~EPTICSYSTEM ZONE ~ ZONE R FOX ~ ~ ~ To ~E ~MOVED PER '"" ~ LINE 4 .... ~ AU6~ST 2o o / .... ~ ~ SCHOSREQUmEMENTS 10 8 LINE ,." - '' "°~4'50" W 423~~~ '" ~'~ '~ X X I- .... . ~ X Nzu ~ ~I .... ~'"'-~A~ ~/ , / ... /~o. "J. / ~ ' ' ' . / ~ ~ O /~ ~// ~ ~ EL. 8 ~ '~~ ~/ /~ '~ I~ ~// ~.~ / ~- . ~ . . . . ( I.. "~ ~. ~o/ I I ~m,.~" ,,,~~ ~ ' . ' ' . ' ~ ..... L ' , ~'. MAP LEGEND X 5 5 / ' ' .--. ~ ~ ~ ~ ~ ZONE ZONE // ~ ~ ~ /A~ ~ ~ X LINE / ( ' h ~ ~ ~ ~ ~ / EX, GAUGE/APARTMENT: 487,6 SQ. FT. 1.7% - / ~ ~//~ (DEVELOPED) ~ ~% ........ ( ~ _ ~( k ~ PUBLIC ~ATER ~ ~ ~ ~XlmN6 toTAL: ~054,2 Sa. FT 7.~% ii I( ~ ~ ~ ~ ~ ~ ~ ~. 1ST FLOOR PROPOSED SCREENED PORCH 129.9 5Q, FT. 0.5% 1 CU, YD. - ~U ~ ~ ~'' ' ' ~' ._~__ PROPOSED COVERED PORCHES 200.6 SQ. FT. 0.7% leU. YD. ~ ,. ~ $CTM~ 1000-104-09-O3 msT~x~ ~mv[w*v: 44~ o ~a. FT. 1.6% NORTH POND ROAD ~,oo~ ZONES FROM FIR~ 36103C164G j EXI~ING ~ALK~AY: 147.0 SQ. FT. 0.5% ~0 ALTE') STORNWATER MANAGEMENT REOU[RENENTS (BEYOND 150' FROM SEPTIc) EXI~IN6 SANITARY SYSTEM: ~O REMOVE) 150 CU, YD. 150 CU. YD, ST~W BALE D]KE D~A[LS S]LT FENCE D~AZLS ~. TOTAU (NOT INCLUDING ~898.7 ~. ~. 1~.9% 594 CU. YD. 450 CU, YD ,, ........................ . ' ' ~6 PLb ~BER CPRTIFICA T/ON '~J .... ~ ............ 3' STAP~ ~LT~A NA~AL TO STAKES *' ~LL AND CONPA~ APP~VED P~PE B ' .,c~ER TIFICq T~ O;~ OCCUPANCY ~ [ ~ , . . . : ~ ,, SOLDER ,' ',?~F ,'N WA TER , ,~), ' . SUPPLY SYbI~M CANNOT PL ~ f ~,' ' ~ '~' ', EXCEED ~10 OF I% LEAD A~I_ PLUMBING ............................. -- 'JPROVEDASNOT~ ~" ? ~ IS MUST BE COMPLETE FOR C,O. "t~I~ /~ PURSUANT T0 ~HAPTE~ 238 PERCENT COVERAGE OF ESTIMATED ESTIMATED LOCATION: AREA: SOUTHOLD TO'UN 8UILDASLI !XCAVATION: FILL: LAND & DEC ADJACENT AREA ACTUAL PROPERTY ]7,626 SC. FT V~ATER (BULKHEADED) -1656 SQ. FT. WETLANDS -8026 SQ. FT. PROPERTY (BUILDABLE) 27944 SQ. FT. EXiSTING HOUSE: 1493.3 SO. FT 5.3% EX. HOUSE PORCHES: 35.9 SC. FT. 0.1% (TO REMOVE) .5 CU. YD. EX, GARAGE/APARTMENT: 487,6 SQ. FT. 1,7% EX. APARTMENT PORCH' 37.4 SQ. FT. 0.1% (TO REMOVE) .5 CU. YD. EXISTING TOTAL: 2054.2 SQ. FT 7.2% PROPOSED HOUSE ADDITIONS 943.0 SQ. FT. 3.4% 140.0 CU. YD. PROPOSED SCREENED PORCH 129.9 SQ. FT. 0.5% 1 CU. YD. PROPOSED COVERED PORCHES 200.6 SQ. FT. 0.70/0 1 CU. YD. PROPOSED DECK 644,3 SC, FT, 2.3°/o 1 CU. YD. PROPOSED TOTAL: 1917.8 SQ. FT. 6.9% TOTAL EXISTING & PROPOSED: 3898.7 ST, FT. 13.9% EXISTING DRIVEWAY: 441 0 SQ. FT. 1.6% EXlFflNG ~/ALKWAY: 147.0 SQ. FT. 0.5% (TO ALTER) EXISTING SAN ITARY SYSTEM: (TO REMOVE) 150 CU, YD. 150 CU. YD. PROPOSED SANITARY SYSTEM: 300 CU. YD. 300 CU. YD TOTALS (NOT INCLUDING 3898.7 ST. FT. 13.9°/o 594 CU. YD. 450 CU. YD DIVEWAY OR ~X/ALK WAY): OF THE TOWN CODE. SPECIAL PROVISIONS DIVISION 0 - BID AND CONTRACT REQUIREMENTS 1), INSTRUCTIONS TO BIDDERS BID PRICES TENDERED SHALL REFLECT THE INCLUSION OF EVERYTHING NECESSARY FOR PERFORMING AND COMPLETING THE WORK REQUIRED AS DESCRIBED BY THESE PLANS AND SPECIFICATIONS, ANYTHING OMITFED WHICH IS NECESSARy FOR THE COMPLETION OF THE .WORK OR IT'S APPURTENANCES SHALL BE CONSIDERED A PORTION OF THE WORK ALTHOUGH NOT DIRECTLY SPECIFIED OR SHOWN IN THESE PLANS AND SPECIFICATIONS, IN EACH CASE WHERE A SPECIFIC MANUFACTURER IS MENTIONED IN THESE PLANS AND SPECIEICATIONS, THE BIDDER SHALL BASE THE BILL ACCORDINGLY, IF THE BIDDER ELECTS TO SUBSTITUTE A SIMILAR PRODUCT FOR CONSIDERATION THE BIDDER MUST PROVIDE BOTH THE OWNER AND ARCHITECT (IF STRUCTURAL] WITH SPECIFICATIONS AND/OR SAMPLES, AND THE COST DIFFERENTIAL OF THE SUBSTITUTE FOR APPROVAL. 2). AGREEMENT FORMS THE CONTRACTOR(S) WILL BE REQUIRED TO EXECUTE A .WRITTEN CONTRACT WITH THE OWNERS. THE CONTRACTOR SHALL INDICATE THE COMPLETION DATE FOR THIS PROJECT AND WILL BE RESPONSIBLE FOR FULFILLING THE TERMS OF THE CONTRACT BY THAT DATE. THE CONTRACTOR SHALL UNCONDITIONALY GAURANTEE ALL ~'~ORKMANSHIP AND CONSTRUCTION FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ISSUANCE DP THE CERTIFICATE OF OCCUPANCY. THERE SHALL BE A T~O (2) YEAR GAURANTEE ON ALL HEATING, VENTILATION, AIR CONDITIONING, PLUMBING AND ELECTRICAL SYSTEMS INCLUDING WORKMANSHIp, EQUIPMENT AND MATERIALS. THERE SHALL ALSO BE A SIX (6) YEAR GAURANTEE ON "MATERIAL DEFECTS". THE CONTRACTOR SHALL SUPPLY THE OWNER WITH ALL GAURANTEES NOTED ABOVE UPON COMPLETION OF THE WORK AND SHALL REPLACE ANY DEFECTIVE WORK WITHOUT ANY EXPENSE TO THE OWNERS AND PAY FOR ALL DAMAGE TO OTHER PARTS OF THE BUILDING CAUSED BY THE REPAIR. THE CONTRACTOR SHALL REPLACE DEFECTIVE .WORK W[THING NINETY (90) DAYS OF BEING NOTIFIED OF THE DEEECT. 3). INSURANCE THE CONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION INSURANCE, PUBLIC LIABILITY INSURANCE AND ANY OTHER FORM OF INSURANCE REQUIRED BY LAW AND/OR AS AGREED UPON WITH THE OWNER. THE CONTRACTOR MUST REVlE~ THE POLICIES AND THE COVERAGE LIMITS OF THOSE POLICIES ~'~ITH THE OWNER AND IF NECESSARY MODIFY THOSE POLICIES TO SATISFY THE OWNER. THE OWNER SHALL NOT BE LIABLE OR RESPONSIBLE FOR ANY ACCIDENT, INJURY, LOSS OR DAMAGE HAPPENING OR OCCURIRING DURING THE TERM OF THE PERFORMANCE OF THE WORK HEREIN REFERRED TO, AND IN CONNECTION THERL%'~ITH TO PERSONS, AND/OR PROPERTY. THE CONTRACTOR SHALL FULLY INDEMNIFY AND PROTECT THE OWNER AND HIS AGENTS, INCLUDING THE ARCHITECT, HIS CONSULTANTS AND EMPLOYEES, FROM AND AGAINST ARISING THEREFROM. THE OWNER SHALL PROVIDE THEIR OWN PROPERTY DAMAGE, FIRE AND OTHER INSURANCE THEY DEEM NECESSARY. GENERAL CONDITIONS 1). SUMMARY OF WORK THE CONTRACTOR SHALL INCLUDE AND PROVIDE FOR ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, TAXES, ETC. NECESSARY OR REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF THE ENTIRE PROJECT UNLESS SPECIFICALLY NOTED AS BEING THE RESPONSIBILITY OF OTHERS. MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL BE NEW AND OF THE BEST OF THEIR RESPECTIVE KIND UNLESS OTHERWISE NOTED. THE CONTRACTOR ~/ILL SOLELY RESPONSIBLE TO EXECUTE ALL WORK IN SUCH A MANNER AS TO PROTECT THE SAFETY OF THE WORKERS AND THE PUBLIC. ANY DAMAGE OR DISRUPTION TO PREEXISTING SURFACES, AREAS AND/OR STRUCTURES RESULTING FROM CONSTRUCTION SHALL BE REPAIRED TO THE ORIGINAL CONDmON BY CONTRACTOR, · THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THAT OF HIS SUBCONTRACTORS, · ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK AND ORDERING OF MATERIALS · THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBISH. MAJOR SITE CLEANUP TO OCCUR ON EVERY FRIDAY AFTERNOON,, · AT THE COMPLETION OF THE WORK THE CONTRACTOR MUST REMOVE ALL WASTE MATERIALS, RUBBISH, IMPLEMENTS AND SURPLUS MATERIAl3, LEAVING THE SITE AND THE BUILDING CLEAN. EXPOSED AND ACCESSIBLE SURFACES TO BE WIPED CLEAN, ELOOR TO BE WAXED AND POLISHED IF SPECIFIED AND ALL GLASS AND MIRRORS TO BE CLEANED AND POLISHED, ALL HARDWARE, MECHANISMS AND SYSTEMS SHALL BE CORRECTLY ADJUSTED TO PROVIDE FOR PROPER OPERATION .WITH ALL APPROPIATE OPERATION AND MAINTAINANCE MANUALS PROVIDED FOR THE O.WNER IN A BINDER FORMAT. · THE CONTRACTOR SHALL SECURE AND THE OWNER SHALL PAY FOR ALL PERMITS, REQUIRED INSPECTIONS, BORINGS, TESTING, UTILITY CONNECTION FEES, RELATED FEES OR CHARGES. FINAL SURVEY (AS BUILT) AND THE CERTIFICATE OF OCCUPANCY 2). ALLOWANCES WHERE APPLICABLE: UNIT PRICE, STIPULATED SUM, OR OTHER FORM OF PRICING MAY BE TENDERED BY THE CONTRACTOR IN ORDER TO COMPLETE A BID AND SHALL BE CLEARLY INDENTIFIED. 3). COORDINATION THE ARCHITECT IS AVAILABLE TO THE O.WNER AND CONTRACTOR FOR CONSULTATION REGARING THE INTENT OF THESE PLANS AND SPECIFICATIONS AND ANY DEVIATION FROM THEM SHALL BE REPORTED TO THE ARCHITECT. FOR CONSIDERATION, IN WRITING PRIOR TO COMMENCEMENT OF THE .WORK. FINAL DECISIONS TO ACCEPT NON-CONFORMING WORK OR CHANGES WITH RESPECT TO THESE PLANS AND SPECIFICATIONS SHALL BE THE RESPONSIBILTY OF THE OWNER. · DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN OVER SCALE. IT IS THE RESPONSIBILTY OF ALL CONTRACTORS AND/OR THEIR REPRESENTATIVES AND EMPLOYEES TO BRING ALL DESCREPANCIES TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. UNAUTHORIZED ALTERATION TO THE PLANS AND SPECIFICATIONS MAY BE UNLA.WFUL AND MAY INVALIDATE THEM. VERIFY ALL CHANGES WITH THE ARCHITECT. PRE-CONSTRUCTION MEETINGS ARE REQUIRED FOR CONTRACTOR AND/OR SUBCONTRACTORS AND ARCHITECT AT SITE BEFORE EACH PHASE OF WORK BEGINS. · CONTRACTOR IS RESPONSIBLE FOR ORDERING MATERIAL5 AND VERIFYING ALL QUANTITIES. · THESE PLANS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE THE PROPERTY OF THE ARCHITECT. 4. REGULATARY REQUIREMENTS ALL CONSTRUCTION, MATERIALS AND EQUIPMENT SHALL CONFORM TO ALL STATE, COUNTY AND LOCAL ZONING AND BUILDING CODES INCLUDING ANY RELEVANT ENVIROMENTAL REGULATIONS. THE CONTRACTOR SHALL EXECUTE ALL WORK IN STRICT ACCORDANCE TO THE SPECIFICATIONS AND RECOMMENDATIONS OF ALL RELEVANT REGULATARY AGENCIES INCLUDING BUT NOT LIMITED TO: ACI, AISC, ANSI, APA, ASHRAE, ASTM, DECRR, FEMA,NFPA, NFORPA, AND UNDERWRITTERS LABORATORIES. WHERE APPLICABLE, ADA REGULATIONS MUST BE FOLLO~'~ED. SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO BE VERIFIED PRIOR TO PLACEMENT OF FORMS. WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMBNTS TO EXCAVATE TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS ABu'rr CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. · ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. · ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. · LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIV~{/AYS, · NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. , ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. ~ ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND O'S/HER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. . ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED, SOIL BEARING IS ASSUMED TO BE Z TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO BE VERIFIED PRIOR TO PLACEMENT OF FORMS. WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE O~,VJNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. ~X/ATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS ABUTT CELLAR WALLS THeY SHALL BE TIED TO WALLS WITH STEEL REBAR AND .WALL TIES. · ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. · ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. · LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVDg~/Ays. · NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. · ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. · ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTOR~ DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. · ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRA.WN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK Is COMPLETED IF REQUESTED. SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT. AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO BE VERIFIED PRIOR TO PLACEMENT OF FORMS. WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH Ih~DICATED ON THE DRAWINGS, TNB CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION, ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS AEBU"fir CELLAR .WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. · ,ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS, · ,ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. · ILOCKING TYPE GRAVEL TO BE USED FOP. ALL WALKWAYS AND DRIVEWAYS. · ]NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL, · ,ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. · ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS IDISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. · ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED. DPVISION 3: CONCRETE · AkLL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT A MINIMUM OF 3 FEET BELOW GRADE. · A~LL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 2B DAY STENGTH OF 3000 P.S.L UNLESS OTHERWISE NOTED. DIWISION 4,: MASONRY CO]NTRACTOR WILL COMPLY WITH THE APPLICABLE PROVIS OHS OF ALL CODES, STANDARDS AND SPEC FICATIONS REFERENCED IN TH'IS SECT ON: · A,CI531: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES · A~CI531R: COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES · A~CISB0.1: SPECIFICATION FOR MASONRY CONSTRUCTION · A~STMC-90: LOAD BEARING MASONRY UNITS · A~STMC-129: NON-LOAD BEARING MASONRY UNITS · ASTMC-140: TESTING CONCRETE MASONRY UNITS · ASTMC-744: SPECIFICATIONS FOR PRE-FACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS · BIA: TECHINICAL NOTES ON BRICK CONSTRUCTION · NCMA: TEK BULLETINS DIVISION 5: METALS THE STRUCTURAL STEEL FA8RICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHTECT FOR APPROVAL. ERECTION OF STRUCTURAL STEEL SHALL NOT BE PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. · ALL STRUCTURAL STEEL SHALL BE A36 STEEL CONFORMING TO ASTM SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH THE BUILDING DEPARTMENT UPON REQUEST. ALL STRUCTURAL STEEL FABRICATIONS, ERECTION AND CONNECTIONS SHALL CONFORM TO THE LATEST AISC STANDARDS AND SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. · ALL FIELD CONNECTIONS TO BE ~/¢" DIAMETER MACHINE BOLTS UNLESS OTHERWISE INDICATED. SHOP CONNECTIONS SHALL DER PEIR TYPE I CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEAR CAPACITY. ALL REMANING STEEL TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR MINOR CONNECTIONS WHEN ACCEPTABLE BY LICENSED PROFFESIONAL ENGINEER. · ALL WELDING SHALL CONFORM TO AISC AND A.WS SPECIFICATIONS. STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED, ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL RECEIVE ONE SHOP COAT OF APPROVED PAINT, AND AFTER ERECTION, ONE FIELD COAT. OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS ANID HIGH STRENGTH BOLTS, THESE AREAS SHALL RECEIVE 'r~o COATS ONCE CONNECTIONS HAVE BEEN COMPLETED, NC) BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR CONDITIONING CONTRACTORS WITHOUT APPROVAL OF THE ARLCHITECT. · Tile STRUCTURE SHALL BE PROPERLY GUYED AND BRACED, ·GI~OUT UNDER ALL COLUMNS AND BEAM REARING PLATES. GROUT SHALL NON-SHRINK, "PROPAK" OR EQUAL. ·PROVIDE LOOSE LINTEL~ AS REQUIRED FOR OPENINGS IN MASONRY WALLS AND PARTITIONS, · PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING, PIPE PENETRATIONS, ETC. DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIE~ BY ARCHITECT. · BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. ·ALL- STEEL THAT CONTACTS ACQ PRESSURE TREATED WOOD MUST BE HOT DIPPED GALVINIZED AFTER FABRICATION, Z-MAX (G1BS) DE, TYPE 316 STAINLESS STEEL, ·ALL FOUNDATION ANCHOR BOLTS SHALL BE 5/8" DIAMETER WITH AN EMBEDMENT OF B" MINIMUM PROVIDE 3"X3" H D G SQUAREWASHERS AND NUTS, ' ' ' ' ·ALL FOUNDATION ANCHOR 8OLTS MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION, Z-MAX (G1E$) OR TYPE 316 STAINLESS STEEL. · UNLESS OTHERWISE NOTED, FOUNDATION ANCHOR BOLTS SHALL BE PLACED 4" FROM EXTERIOR SIDE OF FOUNDATION WALLS WITH RIGHT ANGLE BEND AWAY FROM EXTERIOR 'WALL OR DIRECTED ON BOLT. · A MINIIMUM OF ONE ANCHOR BOLT SHALL BE PLACED WITHIN $" TO 12" FROM ENDS OF MUDSlLL PLATES. · ANCHOR BOLTS SHALL BE PLACED WITH N 6" OF " MUDSILL SPLICES, 5/8 X 8-1/2" STEEL POWER STUD BOLTS SHALL BE USED WHERE NECSSARY TO MEET SPACE REQUIREMENTS (21 DAYS PAST POUR). DIVISION& WOOD AND PLASTICS ALLE= 1,6000,000FRAMING LUBERp. s,I. SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH, STRUCTURAL GRADE No. 2 OR BE1q-ER. Fb = 875 P,S,L, · JOISTS TO BE BY ]-LEVEL TRUSS JOISTS · ALL SHIMS UNDER GIRDERS TO BE STEEL PLATE SET ON .060 EPDM OR Z LAYERS OF ASPHALT FELT. · ALL ATTACHEMNTS (CONNECTORS, NAILS HOLD-DOWNS THAT CONTACT ACC PRESSURE TREATED WOOD MUST BE HOT DIP GALV HAZED AFTER FABRICAT ON, Z-MAX (G1BS) OR TYPE 3~6 STAINLESS STEEL. · ALL WOOD TO BE PROTECTED FROM DIRECT CONTACT WITH CEMENT WITH 2" THICKNESS ASPHALT FELT OR .060 EPDM. · ALL EXTERIOR WALL SHEATHING TO BE 5/8" APA RATED EXPOSURE 1 OR AS NOTED. ALL EDGES TO BE SET ON SOLID BLOCKING AND NAILING PER NAILING SCHEDULE, · PROTECT ALL FRAMING MATERIALS FROM EXPOSURE TO WEATHER. DO NOT iNSTALL SHEATHING IF JOISTS AND SHEATHING ARE WET FROM EXPOSURE. ' ALL SUBFLOORING TO BE APA RATED ¥4" THICKNESS AS NOTED, ALL EDGES OF FLY'X/ODD TO BE SET ON SOLID BLOCKING. GLUE AND SCRE~ ALL SHEETS, UNLESS OTHERWISE STATED [N MANUFACTURES SPECIFICATIONS. · ALL HEADERS UNDER ~,'-0" SHALL BE SUPPORTED WITH STUD AND JACK STUD EACH SIDE. OVER 4'-0" SHALL BE SUPPORTED WITH DOUBLE JACK STUDS ON EACH SIDE, OR AS NOTED, · SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS NOTED. ALL DOOR JAMBS REQUIRE SOLID BLOCKING BELOW FLOOR SYSTEM WHEN WALL IS PARALLEL WITH JOISTS, ALL WALLS PARALLEL TO THE FLOOR JOISTS MUST BE BLOCKED 24" D.C. BELOW IN THE FLOOR SYSTEMS ~'~HEN WALL IS PARALELL WITH JOISTS, · ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVINIZED METAL PLATE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. · ~,,~HEN USING ENGINEERED LUMBER, MANUFACTURES SPECIFICATIONS TAKE PRECEDENCE UNLESS BUILDING CODES REQUIRE STRICTER SPECIFICATIONS. NAILING SCHEDULE DESCRIBES SPACING, SIZE, AND QUANTITY OF FASTENERS. ALL EXTERIOR NAILS SHALL BE HOT DIPPED GALVINIZED. · ALL JOISTS AND RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD 'WITH HOT DIPPED GALVINZED STRAP CONNECTORS BY SIMPSON OR APPROVED EQUAL. · ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED PER MANUFATURER'S SPECIF]CATIONL .WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A MINIMUM, A SINGLE 1-B/4" RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS, UNLESS OTHERWISE NOTED, HANDELING, STORAGE AND ERECTION OF COMPONENTS SHALL BE PER MANUFACTURERS RECOMMENDATIONS. · ALL MULTIPLE MICROLAM PRODUCTS TO HAVE 2 ROWS OF ~" DIAMETER MACHINE BOLTS AT 12" D.C, LOCATED 2" FROM THE TOP & BOTTOM MEMBER, OR AS NOTED. WASHERS AND NUTS SHALL BE USED. · ADEQUATE BLOCKING TO BE USED AROUND KITCHEN CABINETS, BACKSpLASHS, SHOWERS, BUILT-INS, STAIRCASES, TRIM, HANDRAILS. AND CEILING FAN BOXES. DIVISION 7: THERMAL AND MOISTURE PROTECTION · BASEMENT .WALLS TO BE WATERPROOFED WITH LOW V.O.C, WATERPROOF COATING OR AS NOTED. · INSULATE ALL INTERIOR WALLS, BEDROOM INTERIOR PARTITION WALLS TO HAVE SOUND INSULATION. EXTERIOR WALLS, INCLUDING AT GARAGE, TO BE INSULATED WITH KRAFT FACED INSULATION (PAPER SIDE TO.WARDS LIVING SPACE SIDE). INSULATE ALL FLOOR AND CEILING JOISTS. · SIDING TO BE No. 118" RED CEDAR R&R SHINGLES, UNLESS OTHER.WISE NOTED, AT 5-1/2" EXPOSURE (MAX.). ROOFING TO BE No. ] BLUE LABLE RED CEDAR PERFECTIONS, UNLESS OTHERWISE NOTED, EXPOSURE PER MANUFACTURES RECOMMENDATIONS. ALL NAILS TO BE STAINLESS STEEL INSTALL PER CEDAR SHAKE AND SHINGLE BUREAU SPECIFICATIONS. · ALLwATERTIGHT.EXTERIOR DOORS AND WINDOWS TO BE PAN-FLASHED WITH LEAD COATED COPPER WITH SOLDERED SEAMS. ALL SEAMS TO BE · CHIMNEY WILL BE THROUGH FLASHED WIITH LEAD COATED COPPER PAN WITH WEEP HOLES ABOVE PAN. DIVISION B: DOORS AND WINDO'09S · EXTERIOR WINDOWS AND DOORS PER PLANS AND ELEVATIONS AND OPENING SCHEDULE (IF PROVIDED). DOOR AND WINDOW HARDWARE TO BE DETERMINED. · ALL OPENINGS TO BE SUPPLIED APPLIED EXTENSION JAMBS BY MANUFACTURE. · ALL EXTERIOR OPENINGS TO BE STRAPPED PER CONSTRUCTION DETAILS. DIVISION B: FINISHES PROVIDE 5/B" SHEETROCK ON ALL WALLS AND CEILINGS UNLESS OTHER'WISE NOTED. · ALL BATHROOMS SHALL HAVE MOISTURE RESISTANT SHEETROCK. USE CEMENT BOARD IN ALL SHOWER AND BATH AREAS. · GARAGE AND MECHANICAL ROOMS WALL~ AND CEILING TO BE HAVE TYPE-X FiRE RATED SHEETROCK. INSTALL 5/8" TYPE-X FIRE RATED SHBETROCK OF BOILERS/FURNACES PER CODE, ALL BATHROOM TILE/ETONE AS NOTED ON FINISH SCHEDULE OR AS SELECTED BY O.WNERS. ALL WALLS AND CEILING TO HAVE ONE COAT PRIMER AND T~O FINISH COATS OF LATEX PAINT. ALL PRIMER AND PAINT SHALL BE BENJAMIN MOORE UNLESS OTHERWISE NOTED. VERIFY COLORS WITH OWNERS. · BATHROOMBy OWNERs. WALLS AND CEILINGS TO BE SEMPGLOSS PAINT. ALL OTHER ROOMS TO BE LOW-LUSTER UNLESS OTHERWISE SPECIFIED · FINISH COAT OF ALL INTERIOR AND EXTERIIOR WOOD TRIM, DOORS, ETC. TO BE BRUSH COAT. DIVISION 10: SPECIALTIES · PROVIDE ALLOWANCES FOR ALL KITCHEN CABINETL BATH VANITIES, COUNTER TOPS, BUILT-INS AND FIREPLACE MANTLES INCLUDING INSTALLATION. DIVISION 11: APPLIANCES · GENERAL CONTRACTOR TO INCLUDE ALL A~PLIANCES AND INSTALLATION AS PER MANUFACTURER'S RECOMMBNDATIONS. PROVIDE ALL ~YJARRANTIES, INVOICES, SPARE PARTS, ET(C, TO OWNERS AT COMPLETION OF PROJECT. DIVISION 12: MECHANICAL · NE'W BOILER TO BE HIGH EFFICIENCY. 90% OR BE ~ 1 ER. · PRESSURE-BALANCING VALVES IN ALL SHOWERS. SCALD GUARD SHOWER CONTROLS ARE REQUIRED. · INSTALL ALL PLUMBING FIXTURES AS SELECTED BY OWNERS. · ALL SEWER LINES, LEADING TO OUTSIDE, SHA~LL BE OF CAST IRON SOIL PIPE AND FI~-INGS SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARDS BO1, AETM ABBB OR. AS'[tM A74.. PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE OR REC]E[VE PRIOR APPROVAL BY A PROFFESSIONAL ENGINEER, · ALL NOTCHING AND BORING TO FOLLOW NIE'W YORK STATE CONSTRUCTION CODE AND MANUFACTURES SPECIFICATIONS (LATEST BSUE). DIVISION 13: ELECTRICAL ALL ELECTRICAL WORK SHALL MEET OR EXCEIED NEW YORK STATE CODE. · ALL BREAKERS AT SERVICE PANEL SHALL BE LA,BELED. · INSTALL COMBINATION SMOKE AND Co DETECTORS AS INDICATED ON PLANS. DETECTORS SHALL BE HARD-WIRED, INTERCONNECTED, WITH RECHARGABLE BATTERY BACK UP, · INSTALL FIXTURES AS SELECTED BY OWNERS. · ARCHITECT AND OWNER TO WALK THRU WIITH BUILDER AND ELECTRICIAN FOR VERIFICATION OF ALL S~ITCHES, OUTLETS, FIXTURES, ETC. PRIOR TO INSTALLATION. S-2 DRAWN' MH/MS SCALE: NTB PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" I I : ~ ~ ~ ~ EX[ST~N~ WEST ~ ::: ::: PRO]E~ NORTH EXISTING 2ND. FLOOR PLAN , ~>;~ _M. I__N. lS' MIN. 15' SETBACK G.C. TO VERIFY PRIOR l I TO CONSTRUCTION G.C. TO VERIFY PRIOR TO CON~'I-RUCTION 23'-10" 40'- 101/2" o 9'- 1V~" 14'-81/2'' ~O0~mp EX. GARAGE , ~ ~, - , ) , , - , , ..... ,, ~ , 10-0 , 3-0 , , , ~l / ,I ~ ~, , EX. CRAWL SPACE ~ . I I ..... I ................ , ,,,> ~ = = ~ ~ ~ ~1 , II "~ c/, %~- ~' ~,~F , , ~, ~ .... ~r,~ ~-~ ........ ~~~ t~~~ ,,.o,, ~,~ '--:--' J , ,~ i2'DiA, CONC. PlER ~e ' ; ~ ~] ~ ... I ~ ; ~Jl~~ J > ', ] ] ',l' - ~ , / 4-30 ~ lO'-5 1/2" ~" ' , ..... -' , : , ' ~ ~'-,-'-, ,~--,--'~ I ~ , ,l+-' , ,--+ ...... +-. ~ ; ; ' ~ ~ % t / ~ * .--., ,I,s . .I ~m , ~ ''['t'~' 12"6{A. CONC. PIER ~ ~ ~ EXI~NGCbNCR~E]I]~ ~~ ~ , I~ : I I kh~.,,'/ q'~l/ ~- ':~ ~'~"rou~*T~O~ r----;+;e---. / X / ~ ~E ~ ~.',', .~ .~ ..'. ', %.' ~._,, ............... ~..~ ~., . ~ ~ ~ ',-4~-: I ~ n moxm~N ~l 'e~.~, .,~ FO~[~[~T~ONp' /,, .... ~ ,,~ ..... : .... ~,, ~ ~ A ~P. LALLY COLUMN , O.X]O"XIZr CONe. FOOTING . %' '~(2) 2X 2 AC, ~': ' PROPOSED FOUNDATION '-I,2"X4-1~"X1/4",TEELQOLUMN 5'.5"XSLC"X,'.O"CONC,ETE,OO%INQ SCALE: ~/4" = ~'-0" ~ r/////////////~ CN~AL~ ~ 3), VER'~ D*MENSION$ / LOCATION~ OF EXI~IN G & N~ STRU~URE IN FIELD. TO B[ AWACHED TO SILL P~TES WITH 3X3 [,- PROJE NORTH ,~ C"A~L.PAEE'OUNBATIONS~BTOBE2"THICK..ATCN/REPAIREXI~iNO *).DOU,LEUP,LOORJOi~SUNbER,A~LLEL~AL~ABOVE. pROViDE //[.,_ ,dh ~ / SCALE: 1/2" = 1'-0' IIIIIlllllHlIHIIrll'lflll I[. 2X4ACQ~16"OC ~ ~ IIl[tll[rlll[lllll II1[1111 INTERIOR WALL AT HALL INTERIOR WALL AT DINING ROOM Illllll!allllrlll~[fllllll~l ..: ~.~¢,:~ ~..COU~,C,,~ON,~,~ "' .. '", "-' FRONT ELEVATION ,; ~ ,~., ~,~o,, 20'-1" ;(-11' 3'-101/2'' 5'-3" 2'-9V2" 8' 8" 5'-0" 15'-5V4"8' 7F*;" 2'-6" 4'-1" 2'-6" O CROSS SECTION ~co~o~oN~.~*~r~*~*~ ~CALE: 1/2" = 1'-0" ' ~ LOCATION OF OUTDOOR SHOWER ...................... TO BE VERIFIED WITH O~NERS , 7-4 ' , , , ~/*'~'~"~[~*~ -- ' ~ . .~, ..... ~ .. , .... , ~ , ~ , ,,.--~ ....... I .............. ~ .......... ~y ~,_~. 3~-~'' Y-o" / ~. 15-5~/~ IFA ...... / , , ~ ,, ~P~ J , ~%~ , ' % ~ ~ HALF(-. ~4~ ; ' ' ': .... ~' ' ...... . % ~ ~ ¢1 t. ~ ~/ %;.;.~ ,&i ~ / V% -;/¢ ~ ~ ~--4 .................................... / ~ ~x, COLUMN PO~CH ~ ~ ~ HALL ~ ~ . ~ ~ ~ . .... ....... ., ., , ~ / ~ ~ ,m. .... ~ ,,, ,, I *ll,:rll I FAMILY ROOM , , m~ ~ ~ ~ o ,,~ ..... c ,, I ,, ~ ~b',ll.ll , I~ ~ ~ ~ ~p ,,= ~ ,, ,, ~ ,,join ,, ~ ~l~,:l]'~]: ............................... ,* ~ . ~ , o '' [', * '' ~ 2 , .~ ; .... ~ ~ PORCH ~ ~ / ....... ~ '= k " ~ - 'R %1"/i~1 ', -- ' ' ...... , .... . ....~ ) '," ~ ~ 18'--1V2' 14'--5" 8'--5" 42'--4 '1/2" 5'--8" 5'--2" 5'--8" --5 1/ EXI~IN G LIVING SPACE 1732.4 Sq. ~T. ~AEL LEGEND ~). PLATE HEIGHT AT ~'-;" UNL[SS OTHERWISE NOTED. 6). INSU~TE AIL E~ERI~K AND INTERIOR ~*b~. 2X6 W,LbS AT RI9 SCALE: 1/4" = 1'-0' 4} PBOVIDE 2-2X10 DF~2 HEADE~ OVER AL~ OPENIN6¢ UNLE~¢ BATHROOM AREA' T(O HAVE MOI~U~E ~S'¢ANT SHE~ROEK : ' W~NDOW 11-7/8 T.1I FASCIA 1XB FRZEZE 1X12 7-1/4" 41'-0" 3' _ 1V~" 37'- 10 V~" · 9'-5" 11'-11" , 6'-7V~" 10'- 93/4'' 10'-93A'' 9'-71/2" ~ ~ II , , ~/ ~: lATH N~. _. _ :: :: :--__~ _ ..... _._:.:::. -: ~:;:~ _. .... ,, ,. ¢ ....... ~ . % [, , ~/ ........ ,, ~ ,, .. ~ ~'-~" 5'-T' ~ 4'-~" ., 3'-4W' ..~ ~ ~)74/,~[ .... : ~ ~'-4V~' ~ ..................................................... '~ . ~_~.~ .~~ ~,,-,~,~su~?~.~. · T ~ ~ ~ ....... ;' - .......... ; ' ' , ~/ /~, ~' ,, II I: II ~ T I~. ...................... :: ! PROPOSED 2ND FLOOR P~NI~¢ ~ ~ ~ ..../ ', ' ~ . · IFAI/ , 4-6, 5-51/~ ~' ., ~ . SCALE: / 1' J~ J ...... ,''' / ............ /~ ~ ~ '.t~ .............. : /~' '' 17 9/~ IM.~ ,, ~ % ~ b% ., OTHerWISE NOTED. ALL OP[NING¢ OVER 3 FT. TO HAVE 2 JACK ~UDJ ' ' ' /~ % ' ~ ' ' ..... ' ¢ ', ' ...... ~ALL LEGEND ~.............. ~ ~ALITO ~E REMOVED 73. ]N~U~TE CEILIN6~ ~1~ ~30 IN~U ~TION. ALL CA~ EDit .............. 5E~ION5 TO BE PROVIDED ~)TH A I" AtE SPACE B~EEN EOO~ EXI~ING LIVINO SPACE; 931.6 SQ. ~. [ ~x~. / t~.: ~4 = ~-}/2", ~x6 = 54/~',] ~'-~" 8'-OVa" ~ 3'-~" ~'-3V? 3'-8" 5'-2" 37'-4" , m ]~ J *' -I~i WALK-IN CLOSET I~/ ', , EXISTINC; ROOF -0 REMAIN iI iI EXlSTINS TO RFMAiq CH ROOF PLAN c;CALE: 1/4" =: 1'-0' --":_. 2:; C, A-..?' ~, c,^~m~,c~T~ , < ~: ,.,,,° 11-811111B ; '- ] IIIBIll -" n ~ ~ ¢ ~OUNUAT~ON h SE~ION C-C ~m ' ,,,~,,,,, ,,~ , ,~/, ~?/-~,-:,~,~ ~, ],,, ~PICAL ~UL~PLE OPENINGS (MORE THAN 4'-0XB'-O" OPENING) WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL ---. _ ~ ; AS PER TABLE 1609.1.4~ N.Y.S. RES. CODE: ALTE~ATIVE FOR OPENING PROTE~ON (IF NOT USING IMPA~ G~ZING) AND MAXIMUM PANEL ~PAN OF ~ FE~ ~HALL BS PERNI~ED FOR OPENING PROTE~ION IN ONE- AND ~O-~TORY BUZLDING~. PANE~ ~HALL BE PRECUT TO ~ ]~[ ~ ;,? .;1 COVER 6~ED OPENINGS W~H A~ACHMENT HARDWARE PRODDED. (REFER TO 5E~ION 1609.1.4~ 1609.6.5 AND TABLE 1609.1.~ OF N.Y.~. RESIDENTIAL FOU ~N$TRU~ON ~DE). THI~ IS NOT A SUBS~TION FOR DE~IGN-PRE~SURE. ~L OPENINGS MU~ HAVE DESIGN-PRESSURE UPG~DES WHERE ~pLI~BLE. ALL PANELS MUST BE C~ TO SIZE ~D ~DY TO USE ON ANY N~ WINDOWS AND DOO~. 5H~ER5 MUST BE NARKE~ FOR WHAT OPENING ~ I~ TO COVER. MII/ SCALE: 1/4" = Z'-O" A-8 36" HIGH RAILING Y' STL. FL, PLT, FLUSH GIRDER EX/FLOOR gYSTEM PL. PLT. GIRDER SEC/ION D D " SCa, IF: 1/4" = 1'-0" , 24"X24"×36" ROOM FINISH SCHEDULE ROOM: FLOORS: WALLS: CEILING: REMARKS: BASEMENT: MECHANICAL ROOM NO CHANGE 5/8" TYPE-X GYPSUM BOARD 5/8" TYPE-X GYPSUM BOARD STORAGE ROOM: CONCRETE MOISTURB-RESISTANT SHEETROCK MOISTURE-RESISTANT SHEETROCK RECREATION ROOM: TILE MOISTURE-RESISTANT SHEETROCK MOISTURE-RESISTANT SHEETROC~ STAIR: OAK TREAD, PAINTED RISE MOISTURE-RBSlSTANT SHEETROCK MOISTU RE-RESISTANT SHEETROCK 1ST. FLOOR: EX. GARAGE: NO CHANGE 5/8" TYPE-X GYPSUM BOARD 5/8" TYPE-X GYPSUM IBOARD EX. LIVING ROOM: NEW TILE PATCH AS NECESSARY PATCH AS NECESSARY STAIR: OAK TREAD, PAINTED RISE NO CHANGE HALL: 3-]/2" SELECT RED OAK FLOORING I/2" GYPSUM BOARD ]/2" GYPSUM BOARD ~{,~ALL DETAIL No. 1 CLOSET; 3-1/2" SELECT RBD OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ~,~/ALL DETAIL No. 2 BEDROOM No. 3: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD CLOSET 3-1/2" SELECT RED OAK FLOORING ]/2" GYPSUM BOARD 1/2" GYPSUM BOA;RD ENTRY; 3-]/2" SELECT RED OAK FLOORING I/2" GYPSUM BOARD 1/2" GYPSUM BOARD ~K,'ALL DETAIL No. 2, 42" HIGH CLOSETS: 3-]/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD STAIR: OAK TREAD. PAINTED RISE 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ~'ALL DETAIL No. 2 TO RAIL HEIGHT DEN: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD BEAMED CEILING, ~UALL DETAIL No. 2, 42" HIGH FAMILY ROOM: 3-]/2" SELECT RED OAK FLOORING ]/2" GYPSUM BOARD ]/2" GYPSUM BOARD BEAMED CEILING w/BEAD BOARD DINING ROOM: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD ]/2" GYPSUM BOARD BEAMED CEILING w/BEAD BOARD KITCHEN: TILE I/2" GYPSUM BOARD 1/2" GYPSUM BOARD ~3/ALL DETAIL No. 1 ABOVE COUNTERTOP LAUNDRY ROOM: TILE I/2" GYPSUM BOARD 1/2" GYPSUM BOARD WALL DETAIL No. 5, 54" HIGH HALF BATH: TILE MOISTURE-RESISTANT SHEETROCI, MOISTURE-RESISTANT SHEETROCK VJALL DETAIL No. 1, 42" HIGH ROOM: FLOORS: WALLS: CEILING: REMARKS: BATH No. 3: TILE MOISTURE-RESISTANT SHEETROCK MOISTURE-RESIS'rANT SHEETROCK ~{,'ALL DETAIL No. 2, 42" HIGH BATH No. 4: TILE MOISTURE-RESISTANT SHEETROCK MOISTURE-RESISTANT SHEETROCI, VJALL DETAIL No. 4, 42" HIGH LVG, RM. PORCH: 5/4X4 MAHOGANY lX6 T&G E&CB VERSATEX ENTRY PORCH: 5/4X4 MAHOGANY 1X6 T&G E&CB VERSATEX SCREENED PORCH: 5/4X4 MAHOGANY CDX PLYWOOD 1X6 T&G E&CB VERSATEX ~JALL DETAIL No. 7 DECK: 5/4X4 MAHOGANY 2ND. FLOOR: MASTER BEDROOM 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD ]/2" GYPSUM BOARD WALL DETAIL No. 8, 48" HIGH READING ROOM: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD ',K/ALL DETAIL No. 7, TO SILL ONLY WALK-IN CLOSET: 3-]/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD ]/2" GYPSUM BOARD BEDROOM No. 1: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD CLOSET: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD BEDROOM No. 2: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD CLOSET: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD HALL: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD WALL DETAIL No. 2, 42" HIGH ATTIC / STORAGE: PLYLK,'OOD MASTER BATH: TILE MOISTURE-RESISTANT SHEETROCK MLOISTURE-RESISTANT SHEETROCK 'C/ALL DETAIL No. 4, 42" HIGH BATH No, 2: TILE MOISTURE-RESISTANT SHEETROCK MIOISTURE-RESISTANT SHEETROCK WALL DETAIL No. 1, 42" HIGH DECK 5/4X4 MAHOGANY EX. LOFT: 3-1/2" SELECT RED OAK FLOORING 1/2" GYPSUM BOARD ]/2" GYPSUM BOARD A-9 NAREORD SEI ----' D^E'NG INTERIOR TRIM NOTES: IX~,S4E 1). TRIM AND MOLDINGS: IN~TALL IN SINGLE, UNJOINTED LENGTHS AT OPENING~ AND FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAI~BLE. FOR LONG RUNS. COFFERED CEILING DETAIL u~ ONLY 1 PI~CE LE~$ THAN THE MAXIMUM L~NGTH AVAILABLE IN ANY $T~AIGHT RUN. 5TAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER 3L TRIM ~ORK TO ~[ ~Y PRIN C~ON C~SSIC MOULDING~ ALL CORN E RS. 2). uo N~ SPUCE. 2). A~AC H THE ~ORK SECURELY IN P~CE. 3). t~ TO BE NA~LEg ~E~Y 1~ ~NCH~S W~TH ~,~AU~ F~NISH NA~U, a). NAILING: BLIND NAIL ~HERE POSSIBLE. USE FINISH NAI~ ~HERE EXPOSED. SET NAIL HOL~S TO FILLED IN ~TH ~O~, RUBdN-~pE PU~. NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 4), MITEK COENE~, GLU~ AND F~EN CORNER JOINTS ~1~ FINISH NAIL~, NATURAL FINISH (IF ANY). ~ ~ b). ANCHORING: $ECURE THE ~ORK TO ANCHORS OR TO BLOCKING ~HICH 15 BUILT- ~ INTO OR DIRECTLY A~ACHED TO $UB~RATE~. 3). CASEWORK: INSTALL ~ORK IN A MANNER CONSISTENT ~ITH THE A~I QUALITY ,~c~,~,, GRADE SPECIFIED. a). CAS~ORK TO GROUNDS, ~RIPPING, OR BLOCKING ~ITH COUNTERSUNK Z SECURE J ~ CONCEALED FA~ENER~ AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID ~ ~ INhALaTION. SCRIBE AND CUT FOR ACCU~T~ FIT TO OTHER FINISH ~ORK. b). ADJUff AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. ] ~/4. ~AD~g 4). PLASTIC LAMINATED FINISH WORK ~HERE APPLICABLE): ] ~ f LF ~DGING ~ITH ACTUAL FIXTURE SlZES. FORM INSIDE CO~N~R5 TO A RADIUS OF NOT LESS ix~ BIRCH CLEAT THAN l/B". ROUT CUTOUTS AND FILE CUT EDGE~ TO SMOOTH SURFACE F~E~ OF FINISHED FLOOR I -- ~ / -- ~ ~ ~ ,~.. INTERIOR DOOR ~ O DETAIL No. 1 ~li~;~ PAINTING NOTES: 2). IF UNDERCOAT$. STAINS OR OTH ER CONDITIONS SHOW THROUGH FINAL COAT OFAND APPEARANCE. DETAIL No. 2 APPLICATION:THJC~'SSOF*H~m~SY~MAS~ECO~Mm~D~YMANUFACTU~. .... ~ .... TO EN~URE COMPATIBILITY OF TH~ T~AL ~EM FOR VARIOUS SU~RA~L ON TO ENSURE COMPL~E COVE~GE ~ITH PO~E5 FILLED, DETAIL No. 3 DETAIL No. 6 ~,. ~oo~: c[,~,~, o~,~. o,~.o o~.o~,~ ~.,~.~. ~,..~.~. ~,~.~ ~,..,t~ ~.~ ~.~,~. ~ ~o~,.~.. ~ ~c,~ =~..~.,~ ~. o~o.H~.~,~.,o.,. .~ ~ ,1. SC~PE AND CaD SMALL. DAY. SE~ONED K~S. AND APPLY A THIN COAT CLEANING AN D PROTECTING: .1, TOUCH UP BA~E AR~A5 AND SHOP-APPLIED PRIM~ COAT5 mAT HAVE BEEN INTERIOR PAINT SCHEDULE: Il Il DAMAGED. ~[RE-BRUSH, CLEAN ~ITH ~OLVENTS RECOMMENDED By PAINT WH~REVISlgLETHROUGH REGI~ERS ORGRILLES. INTERIOR ~AIN AND NATURAL-FINISH WOODWORK SCHEDULE: A). STAiN-VARNISH FINISH: {USE THIS SY~EM ONLY FOR NATURAL WOOp ~', b~: J , ~ r '~Ib~L~L'NT~t~ ~EKIORFACES, ANDINTE~IOE~OOD~AIN, WI~E~OODFILLERBEFOREAPPL DETAIL No. 5 ~"'~", -'F~ A-10 STORM WATE_R MANAGEMENT DETAILS N.T,S. D ~.1 N PiPE DRY WELLS TO BE lO' MIN. AWAY FROM HOUSE Town of $outhold Erosion, Sediment & 5form-Water Run-off Assessment Form 1 2 3 4 5 6 7 8 X 9 NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENT~: 2). SEAL DR~ALL TO THE ROUGH OPENING U,ING ADHE,IVE. 1). iNSU~TE THE FLOOR ABOVE TH, BASEMENT. REFER TO ,~N, FOR REQUIRED R-VALUE. 3). SEAL B~EEN WINDOW/DOOR J~8 AND ROUGH OPENING ~lTH A CONTINUOUS 2). INSU~TE THE STAIRWELL BE~EEN THE BASEMENT AND CONDITIONED FIR~ FLOOR. BEAD OF LO~-EXPAN$1ON FOAM. OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). IN$U~TE HEATING PIPE~ AND AIR DUCTS IN THE BASEMENT. ' ' ' ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5), SEAL AIR LEAKS IN THE FLOOR 5Y~EM BE~EEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DR~ALL R~URN: ~UCH AS WIRING AND PLUMBING PEN~RATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT B~EEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE ~O~ING OW OPENING F~ME AND VOID THE WARRANt. FRAMING: PLUMBING AND ELE~RICAL; SEALING BAND JOlST~ DURING CONSTRUCTION: 1), CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOl~T AND LAY SUBFLOOR OVER. ALL PEN~RATION5 THROUGH THE iN$ULATED ENVELOPE OF THE BUILDING MU~ 3), CAULK SILL P~TE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. BE SEALED. 4). CAULK OR USE ADHESIVE B~EEN DR~ALL AND TOE P~TE. RECESSED LIGHT~: ~EALING BAND JOl~ AFTER F~MING (ALTERNATE METHOD): AECES$ED LIGHTS IN INSULTED CEILINGS MUST BE RATED FOR INSU~TION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BA~S IN FLOOR JOl$T~, ALONG CONTACT ("lC" RATED), AND MUST ~E AIRTIGHT AS OUTLINED IN ECCCNYS 502.1,3. EXTERIOR PERIM~ER, AND FLUSH WITH SILL P~TE. INCLUDE GASK~S ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOC ~ AND JOISTS UNDER FLOOR JOl~S. SPECIFIED FOR THE SYSTEM TO BE ~TED FOR AIRTIGHTNE~5. THE AIRTIGHTNESS ~TANDARD OF 2.0 CFM, (A~M E 283). UNIT~ WITH A LABEL THAT REF~ENCES THIS l~T. FLOOR DECK: ~~ ~2 ~~ ~,~~ A~M ~ANDARD, MEC OR ECCCNY$ MAY BE ACCEPTED, THIS R~QUIREMENT CAN ALSO 1). FULL INSULATE JOl~ CAVITIES. BE SATISFIED BY IN$TALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED With WIRE RODS. S~RVICE WATER HEATING: EXTE~OR OPENING HEADERS: IF VERTICAL PiPE RIS~ ARE USED ~lTH CONVENTIONAL ~AND ALONE OR INDIRECT SANDWICH RIGID INSU~TION B~EN HEADER COMPONENT~ IF HEADER FIRED HOT WATER TANKS, HEAT TRAP5 (IF NOT INTEG~L TO THE ~ATER HEATER) MATERIAL IS THINNER THAN ~ALL CAVIl. MUST BE IN~ALLED ON BOTH THE INLET AND OUTL~ 5IDE$ OF THE WATER HEATER. ALL PIPES RECIRCU~TING HOT ~ATER PIPE LOOP~ MU~ BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION ~ALLS: HEAT LO~S. GENE~LLY, 1/2" OF INSU~TION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 4,8" D.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCU~TION PUMPS MU~ BE EQUIPPED ~lTH SHUTOFFS. 2). FIT CAVI~ INSU~TION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE 80~OM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION ~UD TO TOP AND BO~OM PLATES. ~, PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSU~TION AND VAPOR RETARDER AS WELL. CAVI~ SEALING ON EXTERIOR WALL: HEATING. VENTILATION AND AIR-CONDITIONING (HVAC) E~ERIOR CANTILEVER FLOOR WITH INTERIOR AIR ~EALING: HEAT LO~S CALCU~TIONS AND ~STEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCU~TIONS MUST BE DONE IN ACCORDANCE TO ECCCNY~ 503,3.1. 2). ~EAL SOFFIT AND BAND JOl~ WELL ENOUGH TO PREVENT ~INDWA~HING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION B~EEN JOISTS AND WALL WITH SOLID BLOCKING, THE TH~ MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC ~EMS ARE GIVEN IN BLOCKING SHOULD SIT ON TH~ INNER EDGE OF THE SUPPORTING P~TE, . ECCCNYS 503.2, NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY ~ANDARD~. A ACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PEN~T~TIONS ABOVE GARAGE HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03.3.2 AND 503.3,5. TEMPERATURE 2).SEAL GAUGE CEILING F~MING AND DR~ALL TO KEEP OUTSIDE AIR FROM ~,~F~~~ CONTROL~ MU~ INCLUDE THE CAPACI~ TO B~ SET TO 55 D~GREES OR LO,ER PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREE~ (FOR COOLING). THERMO~TAT~ U~ED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. HEA~NG AND COOLING SIMULTANEOUSLY MU~ HAVE A TEMPERATURE ~NG[ (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREE~) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER I$O~TE THE FLOOR SY~EM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED, SIMI~RLY, HUMIDISTATS MUST HAVE THE CAPACI~ TO ~, 2:, ~~J~ ~ J~l ~ ~La n~ PR~ENT ENERGY CONSUM~ION (SUSPEND OPE~TION) B~EEN 30 AND 60% R~LATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDLY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PL~OOD, DR~ALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT ~,~ TEMPERATURE, TOP P~TES. a~ MECHANICAL VENTI~TION ~EM5 MUST HAVE CONTRO~ TO SHUT DOWN ~HEN VENTI~TION IS NOT REQUIRED, WHEN THE SYSTEM 15 SHUT DO~N, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR ~ALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAU~ MUST BE CLOSED. 1). SEAL ALL PENETRAT,ON5 THROUGH TH E A'R BARRIER. 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: 3). SEALF~MINGAIR BARRIERINTERIOR JOINT~SOFFITSINSIDEOR THEUTILITY CHASES. DUCT AND PIPE INSU~TION I$ REQUIRED FOR ALL HVAC DUC~ORK AND PIPE~ IN SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNY$ 503,3.3. FLEX DUCT MU~ HAVE DUCTS AND PIPES IN 1). SHEATH WALL B~EEN WALL AND RAFTER~ AND INSULATE WALLS TO MU~ BE INSULTED. WHENEVER POSSIBLE, MECHANICALS A'E TO BE LOCATED INSIDE PR~ENT WIND WASHING. THE INSULATED ENVELOP~ OF THE HOUSE. 2), IF ~ER~ ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTE~ PAST THE KNEE WALL INTE~ECTION. R-14 RIGID IN~U~TION BE~EEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING B~EEN RA~ER~ AND FLOOR JOl~S ABOVE E~ERIOR ~,, DUCT SEALING: INSU DUCT ~EALING iS REQUIRED ON ALL LO,-PRE,SURE DUC~OKK (ECCCNY~ 503,3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOI~T CAVITIES USED AS DUC~ORK MU~ ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNE~, NOT COMPRE~SED, AND ~EALED. ALL CONNECTIONS AND SEAMS (EXCE~ LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGE~. MUST BE ~EALED WITH EITHER MA~IC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 1B1A MAY BE USED FOR RIGID FIBER DUCTS. TAPE~ ME~ING FILLTHE CAVITY:~ U UL 181B MAY BE USED FOR FLEX DUCTS, DUCT TAPE l~ NOT ALLOWED FOR DUCT INSU~TION ~HOULD BE $NUG IN CONTACT WITH ALL WALL ~UDS, PLATES, SHEATHING SEALING, AND DR~ALL. IN CEILING AND FLOORS, IT ~HOULD BE IN CONTACT WITH THE DR~ALL WRITTEN MATERIALS: OR 5UBFLOOR, AND EXTEND ALL THE WAY TO JOIST~ ON BOTH ~IDE~ WITHOUT GAPS. WRI~EN MATERIA~ DESCRIBING REGU~R MAINTENANCE ACTIONS MU~ BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNY~ 102.3). A ~BEL REFERENCE CUT AROUND OB~ACLES: ,NSU~TION ~HOULD BE SPILT AROUND ~IRES AND ~MALL PIPE~: CUT AROUND TO ~UCH MATERIAL iS ALSO ACCEPTABLE. ELECTRICAL BOXES, ~RGER PIPE~ AND OTHER OBSTACLES; AND SPLIT OVER BRIDGING IN FLOORS. NEVER STUFF INSU~TION TO G~ IT TO FIT, REDUCED MOI~URE: EVERY BATHROOM 15 TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G,C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY ~ORK~; USE RIGID OR FLEXIBLE M~AL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNFACED FIBERGlaS BA~S, AND RIGID FOAM INSU~TION MUST BE INSTALLED SO THAT THE MARKING5 ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE 15 A GAS RANGE. ACCESS OPENINGS: VENTILATION: A~IC HATCHES, $CU~LE$, PULLDO~ ~TAIR$, etc. MU~ B~ INSULATED TO THE MECHANICAL VENTILATION TO DE tN ACCORDANCE ~lTH ASH~E ~ANDARD 62-2003 AND SAME R-VALUE A~ THE SURROUNDING AREA THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTI~TION ~TE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLO~ A~OVE IN~U~TION, UNDER ROOF SHEATHING. INTERMI~ENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAU~ FANS SHALL HAVE 2). PROVIDE BLOCKING B~EEN RAFTER$ OVER WALL PLATE.I D~. m/us A-12 ................... CROWN (T¥~,) ..... CROWN 5-1/2" ~ ~, '''¢ ~ ~OF~,T M,,C, HTE TO MATCNi ~ .......... '1-1/'4" Z/2 JHEATHIN6 OR '"'"' ' ...... ' '~'"' ~ 1/2 1'-0" .., ,.., _ ~~ ~ P~TE~ 5/4X4 WINDOW / DOOR TRIM WATER TABLE / SILL AT SIDING SCALE: N.T.S.~.~j,~ 'SOFFIT DETAIL ,~-, WALL VENTING DETAIL VENT PIPE DETAIL SCALE: N.T.S. SCALE: 1-1/2" = 1,.0,, CULTURED STONE CULTURED STONE OVER STUD WALL OVER CONCR~E SCALE: N.T.S. SCALE: N.T.S. WINDOW SILL DETAIL SCALE: N.T.S. ,,~o,,...,~PICAL PORCH DETAIL SCALE: 1"= 1'-0" 2X6 ACQ S~LL P~TE ..... COLUMN FOUNDATION ~ALL , , ' , ~ACH ~INDO~ OPEN~N , ' , , AT PER'M~ER OF SLAB 5/"" DIA ANCHO"BOLT~ ~ N ~MBEDMENT ~ALL FOUNDATION ~ALL~ ~ = 8 md POLY = II = Il : I J ' ~ ' ~ ' ~= II = II = II : CONCR~E (15"MIN. INCONC. BLK.)w/3"SQUARE~A~HERSANDENDNUT ~ * Ii = II =]11 = II = 2),ANCHORNOT[DHEREINAR[NOTTODEU~EDFORORREP~C[DBYHOLD : = II = II = II = II = II : II = Il : Il = II =11 =il = Il : II II .O~N,,O,,.,*..*,., =U:U=H=H=H=H=U=U=H=H=H:H ........................ SCALE: ~/4 = ILO ANCHOR ~OLT DETAIL COLUMN DETAIL ~.7~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER W~ND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ,~ CATEB BY CONTRACTOR METAL S~RAP ~- ' 3N ALL OPENINGS ~ / // ~.. , PROVIDE HEMMED EDGE AT ' ~ .~ /~ /~ FLASHING TO FORM CHANNEL LOCA~ON USP HUMBEF DESCRIPTION APPLICATION SOFFITS LAVE ROOFING LAPS BASE ~ FLASHING 4 INCHES RA~R 0 BASF FLASHING WRAPS CORNERS, I RIDGE CAP OF SAME TERMITE SHIELD 6X6 10/10 W~GARAGE I /lb ~ '~' ' ~" ~*~ ~1 ""'7/~ ._~ - CONTACT WITH CONC~ OR CONC. ~LOCK ';. '3 PLATE (BOUND TO BEAM) ~PiCAL CONC MONOLITHIC FOUNDATION REINFORCE WITH (2) ¢4 REINFORCING BARS THICKEN SLABS BENEA~ BEARING WALLS AND COLUMNS. ,. , SHIMS TO LEVEL BEAM · STAPPING TO BE AWACHEG TO WALL sr~JDB ©AS"OC AT WALL - MAINTAIN GAP / ATTIC SHALL BE PROV1DED ~ A ~/" =~"~ FASCIA ! ~E SPARE ~NTILATED ALL OPENINGS ~ WOOD GIRDER INSTALL ,'0' O,C ~"' ~ ~/~~/-- ~ OPENINGsSHALL BE CO~REBoF 'A tNcH~THIN CORROSION- ON.N, SCREENED VENT 3N ALL OPENINGS ~ / /~ , PROVIDE HEMMED EDGE AT ' ~ '~ /K /~ FLASH[NG TO FORM CHANNEL LOCA~ON ,BP HUMBEF DESCRIPTION APPLICATION --I'& ~/ '~' * " ' ' ~ " ~ ~'* "FOUNDATION SIS' DIA. ANCHOR BOL~0 ~ 5 4" x 1t~" x 8" S~EL ~ '~' ' ~" ~" ~1 ""'7/~ ,~ , ~'A ~'~ ~'A ,; ~ ~NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ,~ ' ,t,~ '~ 4 iREINFORCING BAR ¢ ~ ~7 REINFORCING BAR ,, NOTCH EQUALS 1/4 DEPTH OF BEAM f~ ~ ~ ."~ ,JOIST ~ SHEET METAL / 50¢ ~LT UNDER BEAM AT POINT A [ '[' ._% -OF CONTACT W~TH CONC~ OR CONC, ~LOCK '~T~ -~ PLATE (eOL~D ~0 SHEET~ER: JOIST DETAILS P~.~. n~,-~6c (S-V2') ~;i~.,~" P~t...,-~ (S-V2') ALLOWABLE HOLES - TJI Joists hanger do not laterally TJJ Jakt depth~ Imta}l ~ght to top ~hemthln~ she~th}n~ Iheatl~n~ shea~in~ 2~ 2~B 2x12 tab,irate for squ~h blo~ ar blo~ng panels (/IND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4-" MAX. RAFTER RIDGE LEDGER A~['ACNED TO VJALL DIA. MAXIMUM LOCATION lusP NUMBER DESCRIE~'ION APPLICATION " "t " CONNECT TO 2x6-2x8 2X10 LS26 APPLICATION APPLY TO EACH RAFTER / LEDGER ~.PPLY TO EACH RAFTER / LEDGER RAETER RAFTER TO PLATE/STUD CONNECTION CONNECT EACH TYDO'~0N ANCHOR RAFTER TO PLATE PLATE~ TO EACH STUD CONNECT OVER GIRDER/HEADER POST/COLUMN LOCATION 4x4 SOLID COLUMN ~x6 EOLtD COLUMN HOLLOW COLUMN LEDGER -- VJOOD JOIST CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS @16"OC ~UITH 'gUASHER~ FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIR&T CONTIN. WOOD JOl~l' GIRDER/HEADER DEC OR H LEDGE CT DOUBLE 2x POST RIM/DECK JIDIST ----~ POST/COLUMN GIRDER CONCRETE FOOTING DECKAND COVERED PORCH NOTES: NAILING SCHEDULE NAIL NAIL DINT DESCRIPTION; Q/Y. ~PACING NOTES DECK FRAMING, NAiL NAIL NOTES JOINT DESCRIPTION QTY. SPACING m =~ m~/ ~J~=~ 1). RiDGE-TO-RAFTER ASSEMBLY:ROOF FRAMING:OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-I/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4. JOINT DESCRIPTION , NAIL NAIL NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required i QTY. SPACING BUILDING HEIGHT (SEE pLANS) CONSTRUCTION NOTES:in each end of the collar tie need not exceed the tabuleted number of Bd nails in the strap. RAFTER TO B' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-gd COMMON RAFTER TOTAL SC. FT. OF CONSTRUCTION (SEE PLANS) I). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOlffr B' WALL: 3-ad COMMON EACH intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear walt connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10' WALL: 4-gd COMMOI~ JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York : accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard ' or trusses shaB be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3~7 EACH FACE DESIGN CRITERIA 2006 SaC HIGH WIND EDITION. '0qOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building ! PARALLEL RAFTER WFCM - SaC LAP NAIL FRA/vIING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed producL shall be connected with uplift connections in accordance wflh table 3.3c- CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION 'gqFCM - SaC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets tun'eat federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attnchad with upllft connections in TO RAFTER ~X/ECM - SaC END NAIL A'DFICS w/o ~['ORAGE lO These codes are to be considered as par~ of the specifications for this building and accordance with table 3.3b. Yqhen wall studs above do not fall in line with studs below, the EACH TOE ATTICS w/STORAGE 20 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - gd COMMON DESIGN LOAD CALCULATIONS accordance with table 3.3. TO RAFTER END NAIL ROOF (GROUND $NOYq LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END J NAIL ROOMS (SLEEPING) 30 First wall studs shall he connected to the foundation, sill plate, or bottom plate with uplift 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete V/ALL FRAMING: STATS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAiL NOTES GAURDRAILS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. ~qhen steel straps are lapped under the JOINT DESCRIPTION QTy. SPACING (bmON~D FOR CAT. C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMOn PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sift plate and all TOP PLATE JOINTsFOOT SEE NOTE:FACE 1 (RooFLOAD- FOUNDATIoN)PATH SEE CONSTRUCTIONDETAiL PAGE &AN DVq'IN DGENERAL PATHNoTECONNECTIONpAGE 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT 4 - 16d COMMOI~ INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TyPE I EXTERIOR SHEARWALL CONNECTIONS: ~-UD TO 2 - 16d COMMOb 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls wflh a minimum of 7/16 inch wood sttuctura[ panel on the exterior STUD O.C NAIL FIRE PROTECTION gym,: at~ached with 8d common nails at 6" D.c. at the panel edges and 12" D.C. in the field, and 16,, D.C. FACE (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS 7). The General Contractor is to consult with the owner for ail bugt-in items 1/2 inch gypsum wallboard on the interior a~tachad with 5d cooler nails at 7" D.C. at panel HEADER TO 16d COMMON i ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" D.C. in the field shall be in accordance with the length requirements specified HEADER in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMOi' PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION B). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMOt PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE, EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAiL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: T~pe II exterior sheam,'alls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST. 2-16d COMMON FOOT SEE NOTE: 1,2 length adjustment factors in table 3.16. END JOl~[- OR BLOCKING GROUND! WIND SEISMIC FROST ~/INTEP- ICESHIELD FLOOD 1).determineThe GeneralintendedCOntractOrheights andof finishedMas°n floor(s)t° revieWabovePlans,h/picalelevationS,grade, details and notes to 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: ~0~ SPEED DESIGN ~qEATHERING LINE TEPdvIITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ABowabJe sidewall lengths provided in table 3.14 shall be permitted to be increased when J NAIL NAIL NOTES 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance withI JOINT DESCRIPTION QTy. SPACING 20 kBS. 120 B SEVERE 3 ET. MODERATE SLIGHT TO 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively, ! JOIST TO: 4 - Bd COMMON PER TOE TO HEAVY MODERATE concrete or masonry wa,s occuri.g exter or or unheated .terior areas, g).CONNECTIONSAmUNDEXTEmORWALLOPEN NGS: TOP PLATE OR G RDER JO ST NA,L ROOF SHEATHING REQUIREMENTS FOR V(/IND LOADS: EACH TOE Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - Bd COMMON NAIL SPACING NAiL SPACING AT INTERMEDIATE NOTES 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD EACH TOE be installed with #B re-bar, lB" long at 12" D.C.. Use approved epoxy for instagetion. 3.5. BLOCKING 2 - Bd COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C gd COMMON ~ 6" D.C. SEE NOTES: 1,3 5). Unless otherwim noted, all slabs on grade to be 2500 p.s.L. Concrete to be TO JOIST END NAIL SEE NOTES: I ( BOTH FIELDS) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9), CATHEDRAL CEILING ASSEMBLY: EACH TOE INTERIOR ZONE gd COMMON @ 6" O.C Bd COMMON ~ 12" O,C, NOTE: 2 FOR PANEL FIELD to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with '0qhare a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMOn BLOCK NAIL anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE EACH FACE GABLE ENDX~/ALL RAKE AND RAKE TRUSS Bd COMMON ~ 4" O.C 8d COMMON ~ 4" D.C. SEE NOTES: 1,3 6'* maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMO~ jOiST NAIL 6). Crawl spaces to be provided with a minimum t8"x24" access opening. Install one attached with the above requirements. TO BEAM Dx16 cast iron foundation vent for every 150 sq. ft. of area. PER TOE NOTES 7). Dnmpproof exterior of foundetion with bitumJnous coeting as per mction R406 of DECK AND COVERED PORCH NOTES: JO ST ON LEDGER B-BdCOMMO JO ST NAiL TO BEAM THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. theN'Y'S'beJowResidentialEr~de portJonC°nstructi°nof exteriorC°de'wallsA 6-mil)prior polyethyleneto backfi[gn~.film shah be applied over All1)' Unlessfasteners.OtherwisehangersnOted,and anchorsall framingto bematerialgalvinizedt° boor #]stainlessACQ steel.pressure treated lumber. BANDTo JOISTJOIST 3 ~ 16d COMMOn' JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each fide of the roof peak. PER TOE NAIL the 4- foot perimeter edge zone attachments required shall be used. g). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:j2- 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter / truss framing members with FRAMING NOTES ~uto Concr~e ~th a m~n~mum J/~" d~a x 7" .GnU anchor bo~t w~th washers and nuts. ROOF SHEA' ['HI NIG: For framing members with <0.42<G<0.4~, the n,, spad,g th~B h, reduced to 6 ~ncbes D.C. NAiL NAIL I). All framing techniques and methods as prescriptive des[gn of 2006 SaC High Wind 3). Posts supporting girders shah be anchored to a 12"x12"x12" thick concrete roofing. JOINT DESCRIPTION QTY. SPACING 3), Tabulated 4 inch D.C. nail spacing assumes sheathing to rafter / truss ftamJng members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. roofings Shall be 3 fi, AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced ta 3 inches D.C. Z). Unless otherwise noted, all framing and struuffural wood material to be #2 + HTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL Bd WFCM- SBt XX/ALL SHEATHING REQUIREMENTS FOR WIN D LOADS: Douglas Fir. 4). Deck joists to have b ock ng at 8'0 D.C.. C E ILIN G SH LATH IN G: SHEATHING LOCATION NAiL SPAaNG NA,L SPACING AT NTEmED ATE NOTES J AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings and rafters to be spaced at 16 inches D.C. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE Bd COMMON ~ 6" O.C Bd COMMON ~ 12" D.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD where needed. GYPSUM 5d COOLEP~ 10" O.C. FIELD INTERIOR ZONE Bd COMMON @ 6" O.C Bd COMMON (~ 12" D.C. J SEE NOTE: 3 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + HTR. Doug. Fir. WALLBOARD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers tO have (3)iack studs and (2) full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wail window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also he anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and g'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable, QT~. SPACING g). Covered Roofs shall be assembled and anchored the same manner as a typical building, STRUCTURAL 8d COMMON AS PER TABLE 3.9 ti. For wail sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. 3" o.c, EDGE anchors whereapplicabletO allconnecting joists.PLUMBING NOTES 7/16" osB 6d COMMO 6). Double up floor joists under walls that run parallel to the floor joist and under batht ul:. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLY~X/OODGypSUM 7"6" O.CO.C. FIELDEDGE 2)'O>0.49.TabulatedEor framing12 inch o.C.membersnail spacingwith 0.42<G<,assumes sheathingthe nail spacingsattachedshallt° stUdbe reducedframing tomembers6 incheswitho.c. Floors to have ceramic tile installed shall he verified for proper load capacity un[ess noted Construct on Code. 5d COOLERS WALLBOARD 10" O.C. FIELD on plans. 3). For exterior panel siding, gaivinized box naris shall be permitted to be substituted for common nails. 7). Provide 2- 1-3/4" thick microlams ( height to match floor joists) around stairwell and/c 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (ty]p[cal). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. 6"SPACINGo.c. EDGE EXlS-rlNG CONDITIONS. MINIMUM 3000# CAPACITY. where applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMO]' 12" D.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES r' OR LESS ,~. under ag bearing woes. l). Mechanical mbcontractor is responsible for adhaaring to aB appBcable codes and safety NOTES: 10). Provide into[etlon baffles at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requ[rement, with the MENTIONED IN SCHEDULE NOTES ONLY- 11). Unless otherwise noted, all roofs and wails to have a minimum ~/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing s,c~on R602,~ - FI,EBLOQKIN6 REQU[P. EO COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" omcenter at the panel edge, [f wall sheathing Fiteblockl~ sh~ll he provided to cut off ail concealed draft openingl (bmh vertical an~ 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural FIreblc~klng shall he pr~wded in wmod~frame ¢or~truc~on in ~he roll.win§ adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: member, shall be doubled, or alternate connectors. 13, In co,coaled,paces of slud wall, and partitions, mciudin, furred ~paces. at the ce,ha§ and 1:3). All bathroom walls to have I/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other pai~s of building 2). All electrical work shall be approved by a qualified Underwriter. 2). At all Interconnec~ons b~/~en concealed wrtical and horizontal sp~ces sur~ as occur at soffit,,__~~., " ~' to have regular 1/,?." sheetrock. All walls to be taped and finished, to be reduced to1 - 16d nail per foot. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or of N.Y.S. Residenflal Construction Code. und., ,ai~,,h. II ,ornply w,,h S.,tlo. ,3,4.8. N.Y.S. ,.,id,ml,I cod.. be installed wi~h a foam sill gasket and cop-r-rex termite shield or approved equaL OINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO B' WALL: 3-8d COMMON EACH TOE-NAiL TOP PLATE 10' WALL: 4-gd COMMON RAFTER CEILING JOIST B'WALL: 3-ad COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-gd COMMOIN JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAiL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAiL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT (S~E pLANS) TOTAL gQ. FT. OF CONSTRUCTION (SEE PLANS) PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 2006 SBC HIGH WIND EDITION, '0~OOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATFICS w/o STORAGE lO ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIP-5 4O GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (beSlaN£~ ~op, CAT. C) LOAD PATH SEE CONSTRUCTION AND~JIND PATH CONNECTION (ROOF ' FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK NAIL NAIL NOTES JOINT DESCRIPTION QTy. SPACING TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMOn FOOT SEE NOTE: 1 TOP PLATES AT 4- - 16d COMMOI' JOINTS FACE INTERSECTIONS EA. SIDE NAIL ~-UD TO 2 - 16d COMMOb 24" FACE STUD O.C. NAtL HEADER TO 16d COMMON lB" D.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM - 16d COMMOi' PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMO~ PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST. 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUND! WIND SEISMIC FROST WINTER ICESHIELD FLOOD ~NO~ SPEED DESIGN ~qEATHERING LINE TEPdvIITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 11 NONE 20 LBS. 120 B SEVERE 3 ET. TO HEAVY MODERATE NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING PER TOE JOIST TO: 4 - Bd COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2- Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3 - 16d COMMOn EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3 - 16d COMMOI' EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMOn PER TOE TO BEAM JOIST NAIL BAND JO~ST 3 ~ 16d COMMOn' PER END TO JOIST JO[ST NAIL BAND JOiST TO: B - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEA' FHI NG: NAiL NAIL JOINT DESCRIPTION QTY. SPACING AS PER TABLE 3.B STRUCTURAL PANEL Bd WFCM - SBC NAIL SPACING NAIL SPACING AT INTER/vIEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C gd COMMON ~ 6" D.C. SEE NOTES: 1,3 SEE NOTES: I ( BOTH FIELDS) INTERIOR ZONE 8d COMMON ~ 6" O.C Bd COMMON @ 12" O,C, NOTE: 2 FOR PANEL FIELD GABLE ENDX~/ALL RAKE AND RAKE TRUSS Bd COMMON ~ 4" O.C 8d COMMON ~ 4" O.C. SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE Bd COMMON ~ 6" O.C 8d COMMON @ 12" O.C NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON @ 6" O.C Bd COMMON ~ 12" D.C. SEE NOTE: 3 NAIL NAIL JOINT DESCRIPTION Q'f~. SPACING STRUCTURAL AS PER TABLE 3.9 8d COMMOh PANELS WFCM - SBC 7/16" OSB 6d COMMOn 3" O.C, EDGE PLYWOOD 6" O.C FIELD GYPSUM 7" D.C. EDGE 5d COOLERS WALLBOARD 10" O.C. FIELD