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Home My WebLink About34996-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPD~qTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34730 Rte: 12/07/10 THIS u~KTIFIES that the building ADDITION/ALTERATIONS Locatiom of Property: 3760 OLE JULE LA MATTITUCK (HOUSE NO.) (STREET) .(HAMLET) County Tax ~4ap No. 473889 Section 122 Block 4 I~t 24 Subd/vision Filed Map No. -- Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 4, 2009 purs,,~-t to which Building Permit No. 34996-Z dated SEPTEMBER 14, 2009 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 ADDITION, INCLUDING DECK REPAIR AND COVERED ENTRY PORCH, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ARTHUR & MELISSA BEISEL (OWNER) of the aforesaid building. S~FOI~K C~)I~%~l"f DEPA~T~T OF H]~kLTH APP~O%rAL N/A ~.R,iI~ICAL c~KTIFICATENO. 133884 11/05/10 ~ERS c~K'FIFICATION DA'r~o 11/19/10 J ZEES PLUMBING Rev. 1/81 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. 34996 Z Date SEPTEMBER 14, 2009 Permission is hereby granted to: ARTHUR & MELISSA BEISEL 5858 WILLIAMS DR WARRENTON,VA 20187 for : ONE STORY ADDITION, NEW WINDOWS/DOORS,NEW ELECTRIC SERVICE, INTERIOR ALTERATIONS PER APPROVED PLANS & TRUSTEES#6969 & DEC AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 122 pursuant to application dated SEPTEMBER Building Inspector to expire on MARCH 3760 OLE JULE LA MATTITUCK Block 0004 Lot No. 024 4, 2009 and approved by the 14, 2011. Fee $ 1,025.60 Authorized Signature ORIGINAL Rev. 5/8/02 TOV~N OF $OUTHOLD BUILDING DEFARTNIENT TO.WIX It&LL 765-1802 APPLICAi'ION FOR CER'[IFICAIE OF OCCUPANCY Thig application ma~t be filled in by typewriter or ink ~d submitted to the Building Departmen~ A. For new building or new u~: i, Final survey ofpro~-ty wil~ accurate lo~atlon of all buil~s, p~ny I~, s~ts, ar to~grap~ f~atu~. F~ ~rov~ f~m Heal~ D~t, of water supply ~d *ewem~i~aal iS-9 fora), 3. A~v~ o f el~tfi~ install~ion fwm ~d of F~ Und~fit~. Sworn ~t~ent from plainer ee~i~in8 ~at the solder ~ed in sy~em contai~ less th~ 2/10 ~ i% l~d. Comm~ial buitdins, ind~tdE build~8, multiple [esiden¢*s ~d s~ build,ge aM lastallafions, a ef C~ Compliance from mhit~t or cn¢~r re~onsibl, for ~e building. 6. Submit Pl~ni~ B~ ~mml orcompl~ si~ pl~ ~u~en~. ~it~e following: BtDG. DEPI. !,unuaual ~b~b~ Fo~UIHOLI} For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pr~-exlaling" land uses: l. Aoourate survey of proporty showing all property lines, Streets, building and unueual natural or topographic fearers. 2. A pl'ol~rly completed application and ¢on~t to inspeA:t siga~ by the applicant, If a Ccniificate of Occupancy is dealed, thc Building Inspector shall state the reasons iherefor in writing to the applicant.. C, Fei:is 1, Certificate Of O~cupaney. New dwelling $50.00, Additions to dwelling $50,00, Alterations to dwelling $50.00, Swimming p~l $50.00, Ae~SSO~ building $50.00, Additions to accesso~ building $50.00, Businesaes $50 00, 2. Certificate of Occupancy on P~xisting Building- $1~,~ Copy of Cenifi~e of Occupan~. $.25 U~al~ Ce. ificale o~Occupancy - $50.00 5. Tem~mW Ce~ificate of Occupancy - R~idential $15.~. Comme~ial $ l 5.00 New Construction: ~'/ Otd or Pre.existing Building: Housc No. S~o~ Co~y T~x Map No I0~, 8~don / ~ ~ $ubdi~sion (check one) / Hamtet Bk~k ~ Fil~l Map. Lot ~' ¢ Undm'writem Approval: .................. Planning Board Approval: Request for: Temporary C~rfificate Fee Submitted: $ ~D , Finai Certificate: (check one) Issue Date t t 1512010 Issued To: Street: Village: Section: Contractor: Electrical Inspection Certificate Electrical Inspection Service, Inc. 375 Dunton Avenue East Patchogue, NY 11772 (631) 286-6642 Mr. Aurthur Beisel 3760 Ole Jule Lane Mattituck Zip: 11952 Block: Lot: Application Number 133884 Town: Southold Four Winds Electrical Corp. (L) (cc) Lic. #: 4775-E Was examined and found to be In compliance with the Residential and Building Code of.New York. [] Commercial [] NV Defects [] Pool [] "lst Floor [] Indoor [] Basement [] Hot Tub [] Residential [] Out Bldg. [] Attic [] 2nd Floor [] Outdoor [] Addition [] Survey [] Gas Pipe Bonding Switches Receptacles Fixtures GFI Dishwasher Dryer/Amps Washer/Amps A/C Fans Fumace Oil Gas Cimulators Smoke Detector Oven Bell Trans Heaters 8 1 X 4 CO Detector Range/Amps Hydro Tub ' ;GaSi Photov01tale $1~tems Si~e: Panels: Inverters: 2 1 MicroWave Meter/Amps Phase 1/20 UG /OH Bldg. Permit: 34996z Other Equipment (4) CO/Smoke Combos / (2) 30A NC Disconnects / (2) 15A Air Handler Disconnects This certificate must not be altered in Grace A. Surdi President innI lg~h~nspection: 4/28/2010 , ~: ,J~l M~jl~hqh/I/ ~al Inspection: 11/'/'/'/'/'/'/'/'/'/~20:1~0 ~ector: John Mc Mahon III manner. Town Hall, 53095 Main Road P. O. Box t 179 Southold, New Yo~k ! 1971 ;-1823 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION ~uildtng ~ermlt No. ~q~?U Owner, ~' ~g/ ~'~ '(please print) (please print) I certify that the solder used tn the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ,Iq ~' day of .otary ,'ub, tc, CoUnty TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [,~ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE R.ESISTANT~iSTRUCTION [ ] FIRE RESISTANT PENETRATION · ~ · DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 I NSPECT?.ION [ ] FOUNDATION 1ST [~ ROUGH PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING INSPECTION [ ]/~JGH PLBG. [ ~ INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [.--~ESIsTANT PENETRATION REMARKS: ~-~ ~-'~ ? DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~.~IJLATION [ ] FRAMING / STRAPPING [~"] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr,., ~ INSPECTION FIRERESlST~4111'C0NSTRUCTI011 [ ] FIRE RESiSTANT I~BIETRATION [R~MARKS~__7/~~__~.~_~.'-~~/.~ TOWN OF SOUTHOLD BUILDING DEPT. , -. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS/.UJ.ATION [ ] FRAMING / STRAPPING [/~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr... ,( INSPECTION [ ] F~m~ANTC~UCTm~ [ ] m~RERmSTANTm~.NE'mA'nON REMARKS: ~ ~ DATE ~ INSPECTOR IKCHITECT MARK SCHWARTZ & ASSOCIATES 28490 Main R c 'POBox933'Culchoguc. Nh' 11935 631.734.4185 [ ~,.~.mksarchitc,J.com October 25, 2010 Southold Town Building Depadalent P.O. Box 1179 Main Road Southold, New York 11971 Additions and Alterations to: Beisel House 3760 Ole Jule Lane Mattituck, New York Permit # 34996 (SCTM# 1000-104-03-08) To Whom This May Concern: I have been to the site during the construction phase and inspected the framing, strapping and rough plumbing. I hereby certify, to the best of my knowledge, the framing and plumbing 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 yq~s, Mark Schwar~ BLDG. DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration B[0G. IOWN 0[ S001H0tD 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 ~-_~' I/ /(f? /-'"'-Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Building Inspector Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 a. This application MUST be completely filled in by typewriter or in ink and submitted to th~ Bu{lding 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 t8 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,' the Building Inspector may authorize, iD wriiing, the extension of the permit for an addition six months. Thereafter, a new permit shall be isequired. 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 constmction 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 regu~, and to admit au thorizedinspectorsonpremisesandinbuildingfornecessaryinspections. ~/~/~/~ /~/ ( lgnature o apl ~ht or name, if a corporation) (Mailin address of applicant) State whether applicant is owner, lesse~, agen~ngineer, general contractor, electrician, plumber or builder Nameofownerofpremises d/~7~/~. ¢ /~{.../..5"..(,~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: 3760 House Number Street/-- Hamlet County Tax Map No. 1000 Section Subdivision Filed Map No. Lot State existing use and occupancy of pr_e~nises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness,~om~me~ial or~i/xe~l~c/upa~cy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height_ Number of Stories Dimensions of same structure with alterations or additions: Front Depth_ Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front Rear Rear . Depth .Depth 10. Date of Purchase _Name of Fo~ O~ 11. Zone or use district in which premises are situated ~ ~J 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO)C 13. Will lot be re-graded? YES NOX Will excess fill be removed from premises? YES NO 14. Names of Owner of premises ~'~/~' G Address W'4~"*'a]-¢'"~"O~ Phone No.~'"'41fO -_1~/~ '/g~ NameofArchitect ~C ~r~ Address ~ ~ o I ~ PhoneNo~ Nme 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. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ~t~tbt~ /~4~ ~/~ ~- ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~C P/'~7'~ /~/, ,~ P"~*-d T · (Contra'ct/r, Agent, ,~rporatte Officer, et~.) 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 $o before me this ~ t L'~ .r.~,dayof ~ 20 t x ' · VICKI TOTH -- PuNic Slate of NewYork N o t arv_ tiltall_in &~f~ fk-(~ ntv ~..umlss~on expires July 28, 20 ( BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO, 6969 DATE: SEPTEMBER 17 2008,: ISSUED TO: ARTHUR & MELISSA BFAS~L kDDRESS: 3760 OLE JULE LANE~ MATTITUCK ;CTM#i22-4-24 AUTHORIZATION Pursuant to the provisions of Chapter 27~ and/or Chapter ! i i~ of the Town Code of the To~ of Southold and in accordance with the Resolution of the Board 0fTmste~ ad6pted at the raeefing l~eld On Seotembe~' 17.:2008 in consideration of application fee in the sum of __ subject to the Tgm and Conditions as Stated in th~ R?01i~fiOn,' ~e S6i~thOld Town Board of Trustees authorizes and Permits th6 foilOwing: , . ~ .~.~ !~ Wetland Permit to construct a one-story addition to the landward side of the existing dwelling, complete interior renovht~°ns; new ~i~S, ext~i°r doors and siding, remove roof'mg and insulation hoards to expose existing roof rafters, install new insulation pan~,ls and asphalt shingle~ r09fing~ remove and replace "in-kind" existing decking and railings, and install new deck and~stairs, as ~lepicted on the site plan prepared by Mark K. Schwartz, AIA dated August 19, 2008. IN WITNESS WHEREOF, the said Board of Trustees hereb~ causes its Corporata Seal tO be affixed, and these,presents to be subscribed by a majority of the said Board as o[ this date. ~ Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town H~l Annex 54375M~n Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OFTOWNTRUSTEES TOWN OFSOUTHOLD CERTIFICATE OF COMPLIANCE # 0594c Date October 15, 2010 THIS CERTIFIES that the one-story addition to the landward side of the existing dwelling, new windows, exterior doors and siding, removal of roofing and insulation boards to expose existing roof rai~ers, installation of new insulation panels and asphalt shingle roofing, removal and replacement in-kind of existing wood decking and railings and new deck and stairs At 3760 Ole Jule Lane, Mattituck Suffolk County Tax Map #122-4-24 Conforms to the application for a Trustees Permit heretofore fried in this office Dated 8/21/08 pursuant to which Trustees Wetland Permit #6969 dated 9/17/08 was issued and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for a one-story addition to the landward side of the existing dwelling, new windows, exterior doors and siding, removal of roofing and insulation boards to expose existing roof rafters, installation of new insulation panels and asphalt shingle roofing, removal and replacement in-kind of existing wood decking and railings and new deck and stairs. The certificate is issued to ARTHUR & MELISSA BEISEL owners of the aforesaid property. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03597 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: ARTHUR BEISEL 5858 WILLIAM DR WARRENTON, VA 20187 MELISSA BEISEL 5858 WILLIAM DR WARRENTON, VA 20187 (540) 349-1238 Facility: BEISEL PROPERTY 3760 OLE JULE LN]SCTM# 1000-122-04-24 MATTITUCK, NY 11952 Facility Application Contact: MARK K SCHWARTZ PO BOX 933 CUTCHOGUE, NY 11935 (631 ) 734-4185 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 707.8 NYTM-N: 4539.8 Latitude: 41058'58.5" Longitude: 73031'47.7" Project Location: 3760 Ole Jule Lane - Watercourse - James Creek Authorized Activity: Construct a one story addition (323 square feet) to the street side of the existing house. All work must be in accordance with the attached plan prepared by Mark Schwartz dated August 19, 2008 and stamped NYSDEC approved 10/28/08. (MAM) I Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03597/00004 New Permit Effective Date: Expiration Date: Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03597 N¥SDEC Approval By acceptance of this permit, the permittee agrees~ contingent upon strict comp~ance with the ECL, all applicable regul~ns, and all conditions included as part of this . pernm. / Permit Administrator: JO ~ ~ WIELAN~, D~puty Regional Permit Administrator Address: N~ SD ~C REGIO~ 1 HEADQUARTERS MARK K SCHWARTZ Marine Habitat Protection MARY A MACKINNON Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. 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. 2. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed 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. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03597 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. 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. 5. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 7. Runoff Directed to Upland DryweHs Roofrunoffshall be directed to drywells a minimum of 100 linear feet landward of the tidal wetland boundar~y for immediate on-site recharge. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 9. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 10. No Changes to Septic System This permit does not authorize any alteration, expansion or · replacement of existing septic systems. 11. 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 dated August 19, 2008. 12. 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. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03597 13. 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. 14. 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 Consergation 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 Siate of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Dc'pm hnent) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Depa~ht~ent's representative during an inspection to the pen'nit 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 Depadment or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Depa~'tment 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 BROOKI50 CIRCLE RD STONY BROOK, NY 11790 -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. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03597 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; noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The pvmdttee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Depea hnent 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 witli the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 5 of 6 · NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ~' Facility DEC ID 1-4738-03597 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any fight 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 i.mpairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 TOWN OF SOUTHOLD OPERTY RECORD CARD -OWNER FORMER OWNER STRE~ ._~ 7(~ 0 VILLAGE DISTRICT .~,,~~ ACREAGE ~ .-,~0 0 ,.w~.~/c/.~' . I SUB. LOT LAND Tillable I Tillable 2 Tillable, 3 Woodt~nd Swa~and B r~us"~r,d House Plat Total SEAS. ~/L. IMP. ~ o ~f, ,~c~ / NOeL Ac re s~~ FARM TOTAL DATE BELOW Value Per Acre ABOVE Value 122.-4-24 1/07 Basement pA_ Pt Floors Porch A~ic Patio ~ R~ms 2nd Flor r Driveway hA. Bldg. Extension ~dotion-~ ~ Both Bosement ~ Floors Ext. Wells I/~//~1/' ~'~). I Interior Finish Town of S~.uthold Erosion, Sedimentation & ,Sto, rm Mater Run-off ASSESSMENT'FORM 1 2 3 4 5 6 ? 8 9 (NOTE: A Check M~rk t ~) for each QO~f~ofl Is R ,eq~ed ~ e C°mplete APP~CMJOfl) Ye~ ~ ~ P~8~~~aT~ ~)1~ ~nffi ~ ~? ~s ~e.~m P~ ~ $~ P~ ~n~e ~ I~ ~ & ~? ~ Item ~ i~e ~( p~ G~ ~'~ ~ ~1~ S~ Wat~ ~u~ Grade I~ ~ ~ ~ ~b~ Y~ ~ ~ ~Un any P~ Is ~em a Na~mtWa[~ ~ume ~ng ~ ~e S~e? Is ~is ~e~ ~in ~e T~ ~dsdi~ ~ ~ln ~e H~dr~ (1~] feet of a We~and m Be~? ~11 ~em be Site pmpam~n ~ EHsflng Grade Slopes ~i~ ~ Fi~en (15) f~t ~ veRml ~se to One H~dr~ (1~') of H~I Di~? ~1[ Ddve~ys, Pa~ng ~as~ o~r Impious Suda~s ~ ~o~ to Dim~ Sto~-Water Run~ into ~dlor in ~e di~ of a T~ ~ht~f-~y7 ~1~ ~ Pt~ R~im~e pla~me~t of Material; R~V~ Of V~e~fion a~or ~e ~s~ of ~y Item Wi~ln ~e To~ ~ght~f~Way'~ R~d ~oU~ ~? ~ls itere ~E NOT In~ude ~e InflAtion of Ddveway'~mns.) Will this Project ~quim Site PrepamEo~ within ~e One Hu~d¢~ (100) Year ~Q~lain of any Water~ume? NOTE: ifAnyAnswertoQuesflonsOnethmughNineisAnsweredwlthaCheckMafkln'theBex, aStorm-Watec Grading, Drainage & Erosion Confi'OI plan I~. Required and Must be Subrel~ed fqr Review Prior to Issuance of Any BulldOg Pewnlfl Yes NO EXEMPTIONt · Does.Ibis projec~ meet the reinimum standards for dasslficatioR as an Agricultural project? Note: ~ Y~u A~s~ered Yes ~ t~s Quest~n~ ~ ~t~rm.water~ ~rad~g~ Dminage & Er~s~n C~ntr~ P~an ~ N~T Requ~red~ -- STATE, OF NEW YORK, COUNTY OF: ......................................... SS ~, ,........~.~.~...~.~....--.L.:....~ ~ dui, ,,~, d~o,= and ~ ~ h~,be ~e ~"~, ~o~ ~, ....... ................................................................. owner and/or representative of die'Owner of Ownees, and is duly anthoriz~d to perfom~ or have performed thc said work and to make and file this applicatlon; that all statcihen~ eodmined in this application are role to the best of his knowledge and belief; and that the work ~11 be performed in the manner set forth in the application filed herewith. Sworn to befo?e me flus; ........ ................. .t.. .................. da, ..................... -.~da v~c~ ~H ~ ~ ~/~Public,~N~YoA Public: ._.~.~ ......... ~*.-**,: ................ N0:&I~I~-' FORM - 06/07 Qualified in Suffolk C0untv Cbmm ssi~p F:<oims July 28. BUILDING PERMIT EXAMINER CHECKLIST Applicant: Architect/Engioeer: SCTM# 1000- [ o~o~.- d cngt'-~ Subdivision: Property Address: ~.~ Building Permits (Open/Expired): BP Info: BP -Z / C/0 Z- _, [nfo: BP -Z / C/0 Z-__., Info: Single & Separate Search Required? ~orN Determination: Esti~nated Cost: Zone: g4~ Conformiag? City: ~re COs? BI' I.~ ~ 9(o -Z / C/O Z- l ~/tO ~, Inf0: ~6~/~ BP -Z/C/O Z- Info:-- REQ. Lot Size:_ q ¢/:>-/7D ACT. Lot Size: t(.O cto~ _BEQ. Lot Coy. ~ ACT. Lot Cov. l~'~ 7 REQ. Frortlfl,~ ACT. Front,,_~ REQ Side/o[?,~' ACT. ! Side 1,5/7. j/ REQ. Rea~k_PROP. Rear REQ. Height. ACT., Heigh,t Waterfront?j~}'0r N.~ ~ . O .l~ -- z~k~9~ - - ~xJ ' d",gr vi 0.6' If yes, water body: :B'-~ {~%0~J( Panel# U{¥~, Flood Zone: ~ll~Bolkhead/BluffDistance: ~/ ~DITIONAL APPROVALS ~QUI~D ~/~ Suffolk Count)' Health: Y or N - If yes, *Bed~: *Date: / / *Permit~: Town Septic: Y or ~ - If no, certification required: Y or N Received: Y or N By: Southoldqrustees:~orN-Da~e:~ /~/ O~ Permit~:~orNJLetter-Notes: Soulhold ZBA: Y or N ~ Date: / / Pernfit ~: - Notes: Southold Plauning: Y or N - Date: / / Permit #: - Notes: Town Lamlmark C orA: Y or N DTE: / / *NYS CODE Co~npliance (page 2): Y or N Notes: Fee Structure: Foundation: ; ~ ~ SF First Floor: Second Floor: Other: SF Total: SF Calculation: + Additional Fee ( ): $ 2. ( SF)- ( SF)= SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ NEW YORK STATE CODE coMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERiA: Ground Snow Load: 45 Wind Speed: 120MPIt . el~nfic Design Category: B WeTthering:Severe ~., FrostDepth:36". ~T~r~pite:M.H~ ~ecay:S-M ~'~ USE/OCCUPANCY CLASSIFICATION: frEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: T~'~ DESIGN CRITERIA: ENGINEERED/PRESCRIPTiVE FULL'FRAMING DESIGN ELEMENTS: Y/N ' ItEADERS: YIN WALL STUDs: yiN CEILING JOISTS: YfN FLOOR JOISTS: Y/N LU1V[BER SPECIES AND GRADE: YiN // DESIGN LOAD CALCULATIONS~/N LIVE: Y/N I)EAD: Y/N SNOW: Y/N SEISMIC: YIN GIRDERS: Y/N ROOF ILAffTERS: YfN P, rINl): Y/N WINDOW AND [)()OR SCHEDULE: .MISSLE TEST RE//aOUIREMENq'~/N EGRESS 5.7 S.F.:(~N LISHT 8 °/oO/N ~q~NT 4'55, .~r/N NAILING/CONSTRUCTION,/3 SCHEDULE~/N MEANS OF EGKES S ~/~/N PLLIMB[NG RISE[< DIAGRAM~V LOCATION OF FIRF, PROTECTION EQUllqVIENT: Y/N TR[~SS I3x'ESI(~N:' ,ER FIFICA~1 I( )N: T/N EN E R G Y ~') CALCS' /N TOTJkL COMPLIENCI3;? 2/iN (RETUILN TO I'AGE ()NE) Town 1 lall Anncx ,31375 Main Road P.O. 1½ox 117!} ,$oudlold, ×Y I 1!t71-(}959 Telephone (631) 765-1802 Fax (631) 765-9502 BI!ILl)lNG I)I':I'ARTMILNT TOWN OF SOUTHOLD October 21,2010 Arthur & Melissa Beisel 5858 Williams Drive Warrenton, VA 20187 RE: 5760 Ote Jule Lane, Mattituck ' flOt~i See inspection ticket dated 3/19/10. This information is required before the Certificate of Occupancy can be processed. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of .$~t~, O ::, __ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34996-Z addition and alterations Z "¢2oo, ¢ . 1~221,2~" TO SURVEY OF PROPERTY ~ITU~TEP AT ~ATTITU~,I( TOLUN OF ~OUTNOLP SUFFOLK COUNTY, NEU.I "r'ot~K $.O, TAX No. IOOO-122-O4-24 OC./~LE 1"=20' ¢%[ 4, Nathan Tart. CoruJfn III Land 5urv~9or 2~-O~4 ¢ MAP LEGEND NYSDEC APPROVED AS PER TERMS AND CONDITIONS OF / PERMIT NO./- DATE /~/g~///j ~x ,,/ STORMWATER MANAGEMENT REOUIREMENTS ~ * * ~ .............. ' .............. MPLYW~HALLcoDESOF ~ ~ ~ ~ ""t~ ............ IYORKSi TE&T ~.~ ....... ~.~ _ . OWN CODES ~]~-" ....................... ~ ~ ~'%:, WITHOUT ERTIFiOATE ¢~.~=~o~,, T,~W~m~ :~: ' ' , ~, MEET ~H ~r~UCTIC/vS" ~;2~40" ~" PLUMBER CERTIFICATION / ,,%,~===,% :~',,z',L=J I ', F ~ ~ ¢ '] ON LEAD CONTENTBE M n~ ~n,,-~,/ .... ~ ~*,.~ ¢ lNG UNTIL SURVEY :741~ - -- -- lB ~/~/~/7~.///.//~.'///'//~ Jill I ~m,~, ,~m~ ~65- ~02. ..... - T ~T "~~/////~///'/,/,'~//',"/./,/' //,///~llt¢ NE~' ~mo. ,, ',',m~h~-.~ ~m~PEC'RO~S', -- ..... ~ ~ 'NO & coNNECTIONS ~ '.~ ~'II~ --U~ = "~ J ~, ~ ~~ 2). CONT'CTO, AND ,XCAVATOR SHALL IN,PECT pROPER~ FOb EXi~iNG UTiLiTiB BE DON~ BY HAND _ __ . ', ~, LOT COVERAGE: SCALE: 1"-- 20'-0' i-'----~ PROPERTY: 15948 SQ. FT. EXISTING DECK: 513.8 SQ. FT. A},ANUN'HO"'DVEbTtEb[CUT,HOULDNOTBXE,ED,,E~ONA,[OPED,tTE, -- COVERED PORCH: 35.0 SQ. FT. .~.,.o*~o~,,...,.~.o~.,,,~..~.~,.,o.,,., ~'~:~: ~"~__,,,=,,.,,.. SITE PHOTO: G LOT COVERAGE: 15.7 % ,*..,~*,,,=c.*..,,,,*.o=.=.H,.,i,-u~,o,...,.o.~,,.,~,... S CO~UUN co~uuN SOUTH ELEVATION WEST ELEVATION NEW STONE CAP TO BE IN~iTALLI_=D ON EX, CHIMNEY SIDING BRNTS (RELOCATED) NEW STAIRS STONE CAP NORTH E~:,E..V,~TIO N HARDIPLANK 5/4X4 CSG - AIR CONDITIONER UNITS SIDING OWNERS EAST ELEVATION SCALE: ~L/4'" = '1'-0" SCALE: 3/16" = 1'-0" WEST ELEVATION S~LE: 3/16" = ~,_0,, NORTH ELEVATION S~LE: 3/16" = 1'-0" EAST ELEVATION S~LE: 3/16" = 1'-0"' C H COLUMN , ' ..N.L~(2)~X8 FL. HDR.' EX. SHED. (TO REMAIN) EXISTING DECK ABOVE EXISTING DECK JOI$T$& FOUNDATION SYSTEM TO REMAIN EXISTING 4~ DEEP PIT GRADE ~[YPLCAL) ~) PRO]E~ NORTH NEg."ACCES~ OPENING EX. GARAGE FOUNDATION PLAN SCALE: 1/4" = 1'-0' WALL LE( IEND DETAIL A WALL LEGEND MARTFR RFI'3RC)C)M (~ PROJECT NORTH DECK REMOVE EXI~I'ING DECKING ql SKYLIGHT _ PORCH PANTRY PO~l' ABOVE KITCHFN 1ST. FLOOR PLAN SCALE: 1/4" = 1'-0' [EXISTING ~P/ALL] [N~ tRJALL] D~)ALL TO BE REMOVED] INTERIOR ELEVATION AT KITCHEN (FACING ~VEST) INTERIOR ELEVATION AT KITCHEN (FACING EAST) 1), PLATE HEIGHT TO MATCH EXISTING, UNLESS ~DTH ER"~/ISE NOTED. GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWN ERE FOR APPROVAL OF ALL ROUGH ELECTRIC m O I I DETAIL A TOP VIEW (TYP,) (3/4" = 1'-0") QVM/E Horizontal BEAM DETAIL B SIDE ViEW (TYPO (3/4" = 1 '-0") DETAIL B TOP VIEW (TYP.) (3/4" = 1'-0".) VELUX America Inc, ELECTRIC VENTILATING SKYLIGHT INSTALLATION A, INBTALL SKYLIGHT iN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. B. ALIGN SKYLIGHT LEVEL, FREE OF WARP OR TWIST, MAINTAIN DIMENSIONAL TOLERANCES, C, A~'ACH SKYLIGHT TO ROOF SHEATHING WFFH MANUFACTURER'S BRACKETS WfTH SCREWS AND NAILS TO ACCOMMODATE CONSTRUCTION TOLERANCES AND OTHER IRREGULARITIES, D. PROVIDE THERMAL ISOLATION WHEN COMPOIqENTS PENETRATE OR DISRUPT BUILDING INSULATION. PACK FIBROUS rNSULATION iN ROUGH OPENING TO MAINTAIN CONTINUITY OF THERMAL BARRIERS E, COORDINAI-E A~-AC HMEKrT AND SEAL OF PERIMETER AiR AND VAPOR BARRrER MATERIAL F. INSTALL BAS H AND CONNECT OPERATOR, G, INSTALL MANUFACTURER'S ENGINEERED PERIMETER FLASHING IN ACCORDANCE W~TH MANUFACTURER'B INSTALLATION INSTRUCTIONS TO ACHIEVE WEATHER TrGHT INSTALLATION, PROJE~ NORTH ~), DO NOT IN'TA~ UNDER~YM~NT ON W., DAMP ~Ly~oDi,, 5HEATHiN G 6), VEA'FY ~N U FACTURE', ,WAR~AN~ .ITH O~NEA RE~A~DiNG ROOF PITCH. A 6 ~ ~/ ~/ · MASTER BEDROOM BEDROOM No. 2 ~ ~ ~ ~ ~ / ~: ~1111 I[ II II II III ~,.,~ II MASTER BATH '' ' II ~,~ i ,,,,, · ,, ,,,_ ,,,, ...... _ /11 111 III1 I -'"- TYPICAL DOOR OPENING SECTION A-A '~"°; '1 r-I SCALE: 1/4"= 1'-0" I' ~[I ' ~ I IIIIIIIIIit111 I I q .... ~""'"" ~ ~11 d I I II II II II II Il l I I ;I~L ' ~1 II 11 II II II] · I -~ FOUNDATION ~ EXI~ING ~ ~TON~CA~OVER TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) WIND-,BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N,Y.S. RES. CODE: ALTERNATZVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) W]NDBORNE DEBPJS PROTECT]ON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIM[JM THICKNESS OF 7/16" 16"XB" CONC, FTO. A~,,ANELS.~ST,E£~.O$,EE AND~E~¥~OUSEONANYNE~''~NOOW"ND DO0"'. E~U~E~"~ST" MA"~DPO~W~A~O"EN'H~ ~':0 ~O~EA~ SECTION B--B PLUMBING SCHEMATIC~ ............ , ,~ . R~V[SIONS, INSTAI.L FURRING ~RtPS ~ ~ -~ SE~ION C-C ~ ~ ~ < ELECTRICAL CI~:~,,AT EXPOSED BEAM A-8 REVISIONS. DETAILS , , STORM WATER MANAGEMENT, ~ PROVIDE: (2) 8' DIA. X 2' DEEP DRY.ELLS PROVIDE: (4) 8' DIA. X 2' DEEP DRY.ELLS / DR~ELLCAPACI~:169.0CU. FT.(+3L9%) DR~ELLCAPACI~:338,0CU. FT.(+24,1%) '//'1//1///////~ / ' / / / --//////- ' //- --///,//////////1,--/ ,/// ~ILLDRY ~EL~ MU~ BE LOCATED AND CONFIGURED ~HERE THEIR CONSTRUCTIONNoT COMPACT THE [OIB BELO~ THE DRY ~ELL, FINALLY, A DRY ~ELL /// //// /// /// ////// ~ATERTABLEORBEDROCKANDBEASL~ELASPOSSI~LETOUNIFORMLyTHE BOSOM OF THE DRY ~ELL MU~ BE AT LEA~ 2 FE~ ABOVE [E~ONAL HIGH / / FOR D~Y ~EL~, PROTECTION OF THE SU BG~DE SOl~ FROM COMPACTION BY i/ PRIOR TO IT5 CON~TRU~ION, THE AREA TO BE U[ED FOR THE DRY ~ELL SHOULD BECON~RU~ION EQUIPMENT AND CONTAMINATION AN D CLOGGING ARE VITAL // / '/' // ' DE~YED CON.RUCTION EMPHA$~$ THE NEED, AS DESC~IB Eb ABOVE, TO CORDON NOTES: OFF THE DRY ~E[L AREA(~) TO ~R~ENT COMPACTION BY CON.RUCTION EQUIPMENT / IF DRY ~E[L CONSTRUCTION CANNOT BE DE~YED UNTIL ITS D~INAGE AREA I[ M~A~ ~ITH PROTECTIVE BACKING PAINT, ,/, / A-9 NYS ENERGY COMPLIANCE NOTES LLJINOOLU AND WINDOW AND gOON WITH WOOD TRIM: IZ INSULATE HEADER FOUNDATION: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST ACCoR~rNG TO THE COMPLIANCE ANAL~ffSI~, UNOONDITfONED ~ASEMENTS: 2). SEAL DRYUJALL TO THE ROUGH OPENING USING ADHESIVE. I). INSULATE THE FLOOR ABOVE THE BAS,EMENT. REFER TO PLAN6 FOR RE<~UrRED I SEAL BETWEEN WINDOW/POOR JAME~ AND ROUGH OPENING ~lTN A ~ONTINUOU8 ~)' : 2). INSULATE TNB ~TAI~BELL ~ET~EEN TN~ ~ASEMENT AND ~ONPITIONED FirST FLO ~E~D OF LO~-EXPAN5 ON FOAM O~ FO~M ~GKE~ ROD ~ND G~ULK. FI~L~NSULATE WEAT[N~ PIPE5 AND ~IR gU,CT6 IN THE ~ASEMENT. ALONE I~ NOT ~DEQUATE. 4). 5E~L DU~T5 IN ~ASE~ENT. · INDO~ ~ND POO~ ~lTN D~T~ALL ~ETU~N: 8UGH A6 ~IRIN~ AND PLg~N~ pENETrATIONS, ~ND BEATNE~ 8T~IppIN~ ON I). CAULK JOINT ~EEN O~ENIN~ F~AHE AND ROUEN OPENINg. AND VOID THE WARRANTY. PLUME IN AND ELEOTt IC, ,L: SEALING PENETRATIONS: ALL PENETRATIONS THROUGH THE INE~ULATED ENVELOPE OF THE BUILDING MUST BE SEALED. SEALING BAND JOISTS DURING CON6TRUCTION, I). CAULK EXTERIOR SHEAT'HtNG TO TOE pLATE WHEN ASSEMBLING FRAMING. 2), APPLY ADHESIVE TO TOP OF BAND JOIST ~ND L~T 5UBFLOOR OVER. 5). C~ULK 5ILL PLATE TO EXTERIOR 5HE~TNIN~ DNEN NAILING IN PLACE, RECESSED LIGHT6, RECE6SED LIGHTS IN /N,'"~ULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("lC" RATED), AND MU6T 53E AIRTIGHT AS OUTLINED IN ECCCNT6 602.1.3. INCLUDE ~,,~A6'<ETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE EPECIFIED FOR THE S'"¢6TEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTI~HTNE66 STANDARD OF 2.0 CFM, (ASTM E 2¢S). UNITS WITH A LABEL THAT REFERENCE6 THI6 SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): IZ iNSERT RIGID FOAM E~LOCK6 ON INsignE OF tSATT6 IN FLOOR JOISTS, ALONG EXTERIOR PERIMETER, AND FLUEH WITH 5ILL PLATE. 2Z CAULK ALL FOUR SIDE6 OF FOAM BLOCK6 AND JOIST6 UNDER FLOOR JOI6TS. 15% FLOOR DECK: ASTM STANDARD, MEC OR ECCONTS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALL~ULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECE~.SEg LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIIRE RODS. SERVICE WATER HEATING: EXTERIO~ OPENING HEADERS: VERTICAL piPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIREC~ANDWlCN RIGID INSULATION t~,ET~EEN HE~ADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MUST BE rNSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE ~UATER HEATER. ALL PIPE6 RECIRCULATING HOT WATER PIPE LOOP5 ~UST BE IN~LATE~ TO Lg~lT NE~T LO55. ~ENE~ALLT, I/2" OF INSULATION 15 SUFFICIENT FO~ PIPE5 LES5 TN~N I" TUB/SHOWER UNIT6 ON EXT~IOR WALLS: PRDV[DE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNrT. THIS INCLUDE5 HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS S03.3.1. THE MINiI'dL,IM EFFICIENCY ~E~UIREMENT6 FOR HVAC SYSTEMS ARE GIVEN IN ECCCNYS 60~.2. NOTE THAT CODE MINIMUMS FOR ~F:FICIENCY FDLLDUJ FEDERAl t'IlNIMUM EFFICIENCY 6TANDARD6, HVAC, CONTROLE= MATERrAL IE THrNNER THAN WALL CAVIT1'S LADDER BLOCKING :FOR INTERIOR pART'ITION WALLS: I). PROVIDE HORIZONTAL BLOCKING AT .,4~" O.C. AND AS NEEDED FOR NAILERS. 2.). FIT cAVrTY INSULATION CAREFULLY A~OLIND HORIZONTAL BLOCKING. 5). PROVIDE A NAILER ON THE TOP OF TCHE BOTTO~ PLATE FOR BASEEBCARD TRI 4). TOENAIL rNTERIOR PARTITION 6TUg TO TOp AND BOTTOM PLATES. CAVITY SEALrNG ON EXTERIOR ~ALL: SEAL ALL EDGES TO MAKE AIR E~ARRIE~ CONTINUOUS, EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 12. SEAL ALL pENETRATIONS THROUGH THIE BLOCKING AND THE 2). SEAL SOFFIT AND BANg JOIST DELL EiNOUGH TO P~EMENT 3). ~EAL, 5U~FLOO~ JOIST~ ~lTN ADHESIVE. 4). SEAL INTERSECTION ~ET~EEN JOIST5 ~ND ~LL ~lTH 5CLIP BLOCKING. THE BLOCKIN~ 5NO~LO ~lT ON THE INNE~ EDGE OF THE 5UPPORTIN~ PLATE. CONTROLS MUST BE IN ACCORDANCE WITH ECCC~L¥SSO3.3.2 AND 50~.3.5. TEMPERAT~CHED GARAGE: CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DE~EE50~ LO~E~ I). IF LIVIN~ SPACE A~O~E, SEAL ALL 5U~BFLO0~ PENET~ATION8 ABOVE (~O~ HEATINg) AND/OR ¢5 DE~EE~ (FO~ COOLIN~). TNE~MOSTAT~ USED TO CONTROL CEILING ~lTN LEAST ~ DE~EES) ~ITHIN ~hlON CALL~ fo~ HEAT[N~ ~ND COOLIN~ A~E EITNE~ PIPE AN~ ~US~ENDED O~ R~UCED. ~MILA~LT, NU~IDISTAT5 MM~T HAVE THE CApACrTT TO 3). SEAL ALL PENET~ATION~ THrOUgh ~LOCKIN~, P~E~ENT EN~ GONSU~PTION (SUSPEND OPERATION) ~ET~EEN 30 AND ~O~ REL~,I~OVIDE ~OTN iNTE~IO~ AND ~XTE~[IO~ AI~ ~A~IE~ TO TNOROUGHL~ HUMIDITY, HEAT mu~rP6 THAT INCLUDE AUXILIA~Y HEATER8 ABOVE A pRESET OUTDOO~ 16OLATE THE FLOOR 6TSTEM AND R~DUCE POTENTIAL PROBLEM6. VENTILATION I~ NOT ~E~IR~. ~NEN THE ~TSTEM I~ SN~T DO~N, AUTOMATIC OR USE PLYWOOD, D~T~ALL OR THIN PROFILE STRUCTURAL 5HE.THING. CA~L~ GRAVIT~-P~rvEN ~AMPE~ AT THE POINT~ Of INTAKE AN~ EXHAUST MMST ~E CLO~ PLATE~. DUCT8 AND PIPE5: IIqTERIOR 8OFFIT ON EXT~IO~ WALL: ~UCT AND PIPE INSULATION 15 ~E~I~ED FO~ ALL HVAC DM¢T~O~ AN~ PIPES IN I). ~EAL ALL PENETRATIONS THROUGH TH:E AI~ ~A~IE~. DNCONDITIONED 5pACES, A~ INDICATED IN E¢CCN~8 50~.3.3. FLEX DUCT ~UST NAVE2)' HANG DRTDALL OR OTNE~ AI~ BAR~IER ON THE ~ALL5 AND CEILING BEFORE ~-VALUE LABEL8 ON TNB OUTSIDE JACKET (ECCCNT5 IO2. B,~), F~AMIN~ ~NTE~IOR ~OFFIT8 O~ UTILf%T MUST BE INSULATED. ~NENEVER PO551BLE, MECHANICAL5 ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE NO~E. ~NEE ~ALL 5U~PORTIN~ ~OOF: IF HEATING DUCTS A~E INSTALLED IN OUTSIDE ~ALL5 THE INSTALLER ~UST PROYIP¢- 5NEATH ~ALL BETWEEN ~ALL ~ND RACTE~ AND INSULATE ~ALL~ TO ~44 ~IGID INSULATION ~EEN DUCT AND EXTE~IO~ SHEATHING. ~~D ~ASNING. DU~T ~EALIN~ [~ ~E~UI~D ON ALL LOD-P~SU~IE ~U~T~O~K (EG~NTS ~O5.3.4), ~~~~ AND fLOO~ JO~TS ABOVEI SEALED. ALL CONNECTIONS AND eEA~8 (EXCEPT LONGITUDINAL JOINT5 THAT LOOK)FILL TNB CAVITY: MUST BE 5EALED WFfH ErTHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPE6 MEETING UL I~IA MA"t" BE U6ED FOR RIGID FIBER E~L.CTS. TApEs MEETING UL I~,IB MAY BE USED FOR FLEX DUCT6. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. WRITTEN MATERIAL6: WRITTEN MATERIAL6 DESCRIBING REGULAR MAINTENANCE ACTIONS MU6T BE LEFT IN6WLAT~ON SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHIt AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRY OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOIST6 ON BOTH 61DE6 WITHOUT GAf CUT AROUND OB6TACLES: INSULATION SHOULD BE SPILT AROUND LUIIRES AND SMALL PIPES: CUT AROUND ELECTR[CAL ~50XES, LARGEf~ PIPES AND~ OTHE~ OBSTACLES: AND SPLIT OVER WITH ALL HVAC AND DATER HEATING EQUIPMENT (EOCCN¥S IO2.3). A LABEL REFERE~DGING IN FLOOR6. NEVER 6TUFF INEUL.ATION TO GET IT TO FIT. TO SUCH MATERIAL 15 ALSO ACCEPTabLE. ~OCU~ENTAT[ON OF EMit BATNRO0~ rs TO HAVE A FAN That EXNAWSTS TO OUTDOOr5. G.C. TO CONFl~ 50 THAT THE ~AR~ING6 A~E VISIBLE TO THE BUILDING A5 PO651~LE. KITCHEN R~N~E Woo~5 5WOULD BE EXHAU6TED TO OUTDOOR6, ESPE~5 IF TNER~ 16 A ~A5 ~AN~E. ATTlO H~TCHE6, 5CUTTLE6, PWLLDO~N 6T~]~5, e&¢. ~W~T ~ INSULATED TO THE 5AVE ~-vALUE A5 THE 5U~OUNDIN~ VENTILATION: MECHANICAL VENTILATION TO BE IN ~¢¢ORDAN¢~ ~lTH ASH~AE STaNDArD ¢=2-2OO~D~AL CEILIN~8: ALUE. -L 5S RiESct e, ck =oftware V eF'slon 4.i1.4 Corn ance Certificate New York E nef lr Conse atio IDet bL, t or 2 Fan iy C~31"I.~tI'U I~ian :~: ~lirl E~ff,~lL~rl~ Des ner/Cemrac mr,, I REVISIONS: ~HELF EDGING COL, STOP~ SHELF 9/16"X3-1/2'" E1E ~IN~ _ ~ ~c. c~ INTERIOR DOOR (SIDES · BACK) ROOM FINISH SC~fiDUk~ 15/16"X2-1/'4" WAINSCOAT CAP~ ~OOM N~ME: PLOO~: [ 1/2" THICK MDF PANELS ~ m FIR POLE 1/2"X3/4" FLOOR MOLDING -- ~ w~k~ ~TW ~:XS TrL~ ~eeU~ ~A~P ~TP~U~ EOAED ~APP[N~ (sm~s · GYPSUM DR~ALL NOTES: PAINTING NOTES: ROOM N~,ME.- FLOOR: EJALLS: CEILING GYPSUH DRYWALL NOTES: PAINT'rNG NOTES: IN i r. KrOR TR/M NOTES: REVISIONS. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS L[SE THE FOLLOU.IIN~ APPROVED USP MET,A,L GONNEC. TOR,5 FOR P~OPE~ ~IN~ ~ESISTANT ~ ~OOD CONSTRUCTION. FOLLO~ MANUFACTURE'5 ~EOONMENDED INST~LLATION INSTRUCTION5 TO ~CHIEVE MAXIMUM UPLIFT LOAD KING STUDS RAFTER . O ENDWALL CRIPPLE STUD ~~-~ WALL STUD LEDGER BATHTUB DOUBLE JOIST % RAFTER JACK STUDS ~ FLOOF JSP NUMBER DESCRIPTION APPLICATION ~ HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBE~ DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION ;RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. AD85 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 18T, FLOOR, CONNECT THROUGH ~LL OPENINGS LSTA12 1-1/4"x12" 20ga. ST~P APPLY T'O EACH 3ACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2xC-2x8 L826 18ga, SLOPE HANGER APPLY TO EACH RAFTER /LEDGEF JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ~LL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO~ EACH CRIPPLE STUD 2X10 LS210 1BSa, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PA~LLEL WALLS, PROVIDE BLOCKING ~24"OC THROUGH-ROOF EXHAUST I GATED BY CONTRACTOR iMETAL STRAP ~ CRICKET AT TOP-SIDE OF RIM BOARD O ~ ///CHIMNEY RAFTER %A8 REQUIREDVENTILATION CHANNEL SILL PLATE(S) 0 , ' WALL SHEATHING ~FTE~ ~ MAINTAIN % ....................... - .' wooo.o, ..... ' ~ "~ FINISH WALL AND MOISTURE TOP PLATE ; ~ 2x4 LEDGER BLOCKING ~ STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC . / BARRIER TO LAP F~SHiNG 2x4 SOFFIT JOIST ~ / / AT WALL -- MAINTAIN GAP A~IC SHALL BE PROVIDED WITH A ,~ ~ ~ ~ ~ ~ FASCIA ANDALLWINDOW/DOOROPENiNGJACKSTUDS ~ /~ / BE~EEN WALL FINISH AND MINIMUMNETFREEVENTILATINGAREA ~- ~-- GU~ER FLOORJOISTDEPTPIUSPNUMBER DESCRIPTION ! APPLICATION / / / ~/ ROOFING TO AVOID SOAKING WALLSTUD NOTLESSTHAN~/I~0OFTHEAREA~ ~ ~ . CONTI~ SCREENED VEN~ 4"- 8" LSTA24 1-1/4"~4" 2gSa, STRAF AND JACK STUDS ~ SHALL BE COVERED WITH CORROSrO~- [ ~ ~06 , ON ALL OPENINGS % ~ ~ ~ ~ .' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESh J ~CONTIN, 8OFFIIT / E~. PL~OOD INSTALL 4'0" O.C, ' , ~ ~ ~ / ~ / FLASHING TO FORM CHANNEL LOCATION USP NUMBEF ~ DESCRIPTION , APPLICATION OPENINGS OF ~ INCH IN DIMENSION. 8"-14' LSTA3O 1-1/4"x30"tSga. STRAF AND JACK STUDS %~ /~ / ,~ ~ ANDSOASTOMAINTAINAIR 5OFFITE~ E~VE ON ALL OPENINGS ~ ~ ~ ~ '. ~~ GAp TO PREVENT CAPILLARY 4.. 6,, RAFTER RTtO ~10-3/4" x t 8ga. TYDOWN ANCHOR CONNECT TO INSTALL 4'0" O.C. CONNECT TO ~OOf ~ENTILATION / OVER BEARING WALLS AND HEADERS ;14". 16" LSTA36 1-1/4"x36" 18ga. STRAP oNANDALLJACKoPENINGsSTUDB 8" - 12" RAFTER RT20 21-1/8" x 20ga. ~DOWN ANCHOR EACH RAFTER 5OFF~TE~ EASE DETaiL 2ND. FL ORWALL I ~ / ~ ~ ~ EXTENDB UNO,ER SHINGLEB AT /~/ ~%~ MATERIAL AS ROOFING SHINGLES AT BASE MIN. 4 INCHES~~~ , ~ ~UGH VENT OD JOIST I =i. ' iDE FL 5 INO 1ST. FLOOR WALL STAFFING TO BE A~AOHEB TO WALL STUDS ~48"O6 O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASNIN~ AT ALL EAVES, 51DEBALLS, WALL STUD FLOOR JOIST DEPTk JSP NUMBER DESCRIPTION APPLICATION [ AND ~KE5 -- P~OVIDE ~ENNED EDGE5 50 R~ ¢ ~ I DBL. SILL PLATE . ~'~' 5~ 6MIL POLY ON EXTERIOR GRANULAR FILL ~, . . , . , , , . ~ ~ ~ / ~OLTED TO ~TE~ ~EAN ~lTH v ' STEEL COLUMN ~. '---- , ..... "~ ~ - '' '' I ~ ~'& ' ~ % ~* ' '- ~> ~ ~ ROOF JACK ~Xx ',, I' ANCHOR BOLT CONNECTION USEWITH 3xa SQUARE WASHERS SIDESANDTOP ' mlTH ~/~'Ix ~NC~O~ ~OLT / '. - ~ ~.. ~ ~ (USP LBPS58 OR BP583) , ~ I/2" G~O~t I D~IN TILE -- ~ I ANCHOR BOLT CONNECTION SUPPORTING~ MAXIMUM SPACING FLASHING LAPS ~ % .... ~-' ( Io KIP5 2 (CRAWL SPACE OR FOUNDATION) 1 STORY 72" CC ~PICALCONC. FOUNDATION. APPLY PILASTERS SILLPLATETOFOUNDATION~~ TTPICAL ~EA~ DETAIL WHERE NEEDED FOR BTRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CBNC. FTG. (CRAWL SPACE OR FOUNDATION) 2 BTORIEB 36" CC 5TEEL / ~OTTO~ WALL BO~OM PLATE TO FOUNDATION (S~B.ON.G~DE) (-2STORIES 57,,oc ROOF JACk5 ~ ~ENT5 DETAI~ ,, ..///, P.T. PLATE , ~//~ 4"DRIVBAT ~ NOTCH JOIST AND ADJUST HEIGHT ~? ~ ~' ~ ', ;'~~ STEELBEAMTOALLOWFORSHRINKAGE D~IN TILE ~ ~'~ `~ REINFORCING BAR ::' ~ SHEETMETAUa0'FELT ,NDER BEAM AT POINT TYPICAL CONC, MONOLITHIC FOUNDATION. REINFORCE WITH (2)~ REINFORCING BARS THICKEN SLABS BENEATH BEARING WALL8 AND COLUMNS. } IMS TO LEVEL BEAM ~ ~= PLATE (BOLTEB ~'~ REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. ~ 3 MINIMUM BEARING SURFACE FOR WOOD SEAM ~E DOOR ~LOCKOUT KING STUDS RAFTER . O ENDWALL CRIPPLE STUD ~;_~_ . ~) WALL STUD DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR JSP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 BIDE OF ALL CORNERS ON LOCATION LISp NUMBEP DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION :{AFTER SIZE LJSP NUMBEP DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 1ST, FLOOR, CONNECT THROUGH ~LL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY T'O EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTEF 2xC-2x8 LS26 18ga, ELOPE HANGER APPLY TO EACH RAFTER /LEDGEF JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ~LL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO~ EACH CRIPPLE STUD 2X10 LS210 18ga, SLOPE HANGEF APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC ~:~...~'~. THROUGH-ROOF EXHAUST / '~- ~'~ ~ VENTS SELECTED AND METAL STRAP ~ CATED BY CONTRACTOR SILL PLATE(S) 0 , ' WALL SHEATHING R~,FTER5 MAiNTAiN ....................... . .- ../~/ SIDEWALL FLASHING "~ ~ ~,~' .~ENTILATION WOOD JOIST -- ~) ..... ' ~. ' / FINISH WALL AND MOISTURE TOP PLATE ; -- 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC . / BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ,~' / /' AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A ,~-.. ~ ~ ,~' ~ FASCIA · ANDALLWINDOW/DOOROPEN[NGJACKSTUDS ~ /,,~ ~ BETWEEN WALL FINISR AND MINIMUMNETFREEVENTILATINGAREA r~-'t~/- ~"~ GUTTER FLOORJOISTDEPTI-IUSPNUMBER DESCRIPTION APPLICATION / ,.. ~ ~?.~.~ ROOFING TO AVOID SOAKING WALLSTUD NOT LESS THAN I/I~0 OF THE AREA,?,F~ L~ _r'-r · CONTIN, SCREENED VENT 4"- 8" LSTA24 1-1/4"x24" 2gsa, STRAF AND JACK STUDS ~ SHALL BE COVERED WITH CORROSrON~- J ~ ,a--CE , ON ALL OPENINGS '~ ~ ~ / /~ .' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESh J ~CONTIN, SOFFIIT ! EXT. PLYWOOD INSTALL 4'0" O.C, ' , ~ / /,/' / ~ / FLASHING TO FORM CHANNEL LOCATION USP NUMBEF J DESCRIPTION , APPLICATION OPENINGS OF ¼ INCH IN DIMENSION. 8"-14" LSTA36 1-1/4"x30"t8ga. STRAF AND JACK STUDS %_.--.---/' /~-~"~ / ._' ~ ANDSOASTOMAINTAINAIR 5OFFITED ON ALL OPENINGS ~ ~ / // '..'"<~ ~ GAP TO PREVENT CAPILLARY 4"- 8" RAFTER RTtO j l 0-3/4" x t 8ga. TYDOWN ANCHOR CONNECT TO INSTALL 4'0" O.C. CONNECT TO ROOF 'VENTILATION / OVER BEARING WALLS AND HEADERS 14" ~ 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS G NAILS OUT 5OFFITED EA'VE DET,4IL I -~ '-%.~-~(. .%Q/ -~ ROOF:ING LAPS BASE J-J ~ ~ ~.~ BASE FLASHINIG WRAPS CORNERS, RAFTER RIDGE CAP OF SAME ~ / ~ ~ ~ EXTENDS UNDIER SHINGLES AT /~/ ~.~ MATERIAL AS ROOFING SHINGLES AT BASE MIN. 4 INCHES ~ .~UGH VENT 'ST. FLOORWALL STAPPINGTOBEATrAOHEOTOWALLSTODS@48"OC SIDE LU,, ,LL o,R o AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHINC.~ AT ALL LAVED, SIDEWALLB, WALL STUD FLOOR JOIST DEPTI- JSP NUMBER DESCRIPTION APPLICATIONI AND LAKES -- PROVIDE NFl'II'lED EDSEL SO RAFTERS/ · ~ DBL. SILL PLATE . !~ ':' ~ EMIL POLY ON EXTERIOR GRANULAR FILL /, . ~. , ..... ~ : ~ E~OLTED TO RETELL tSEAt'l ~JITB J ~ !'A . A -~ ~-.~ · .. ~> ~ 4. ROOF JACK \\x ", .. -' . ,'CONG. sLAB = 'I "' ' BTEEL I' ANCHOR BOLT CONNECTION USEWITH 3xaSOUAREWASHERS SIDESANDTOP ' [UlTH I/~llx ANCHO~ EBOLT '" ', - ,.. ~., ,.. ~ (USP LBPS58 OR BP583) ' ~ I/2" Gf~OLIT I ~ FOUNDATION 5/8" DIA. ANCHOR BOL'f ~Sla'~M ~ '~ .]''h' ''''- , ,,m B" STEEL COL,NH SILl PLATE TO FOUNDATION ROOFING AT BOSOM ~ (CRAWL SPACE OR FOUNDATION) 1 STORY 72" CC TYPICALCONC, FOUNDATION. APPLY PILASTERS SILLPLATETOFOUNDATION"~ ~~ T"r'PIC.,~L E~E,~,M DET,~,IL WHERE NEEDED FOR STRUCTURAL SRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CC)NC, FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" CC ~TEEL / EBOTTOM IDEA, RING WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) (-2STORIES 57"oc ROOF J~G~,E~ ~t 'VENT~ OFT,AIL x "//// , SUBPLOOR 6X6 10/1OWWM ~*~C~E~ J~/// DOOR FRAME ~ ~ ,, ..///, FORSLOGKOUT P.T. PLATE , ~//~ 4"DRrvE'~J,~¥ ~ NOTCH JOIST AND ADJUST HEIGHT 12" ~,~' ~..,"5' ~, ,~4~ r~-- 6X6 W.W,M, ~ I ~-IIl=_~T , ~ i~ , ~' >' q ~'5 '~,~~.t~rl~m~= (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)suBFLOOR MIN'l , ~ ~--REINFORCING BAR '~ NOT UDSILL IF REQUIRED -- MAXIMUM h= ~ ' ~. · q ~ ~ ~ ~1 - ' ,4 ' ~ =_ I~ ~J JOIST DRAIN TILE ~ '~ ' ~ ~ ~ REINFORCING BAR ~,~ ~ SHEET METAL/30#FELT UNDER BEAM AT POINT 12' ,' ' OF CONTACT WITH CONCRETE OR CONC. BLOCK = STEEL BEAM TYPICAL CONC, MONOLITHIC FOUNDATION. REINFORCE WITH (2)¢/4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALL8 AND COLUMNS. 5 IMS TO LEVEL BEAM ~ Xi= PLATE (SOLTED REINFORCE FOOTING WITH (2)¢/4 REINFORCING BARS, ~ 3 MINIMUM BEARING SURFACE FOR WOOD SEAM ~AJ~,~E DOOR BLOCKOUT FLOOR JOIST DEPT, JSP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4"-8" LSTA36 I.II4"x36"18ga, STRAP AND JACK STUDS DN ALL OPENING~ INSTALL 4'0" O,C, 3" - t6" MSTA48 1.1/4"x48" 16ga. STRAP AND JACK STUDS BN ALL OPENINGE FOUNDATION 5/8" DIA. ANCHOR BOL'T ANCHOR BOLT CONNECTION 8UPPORTINGi MAXIMUM EPAClNG SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 1 STORY 72" CC SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" CC WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) I-2 STORIES 57" CC WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ~FTER-- CmO.LESTUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WINO SEISMIC FROS'[ WINTER ICESHIELD LEDGER SNOW SPEED DESIGN INEATHERING LINE TERMITE DECAY DESIGN LJNDERLAYMENT FLOOD RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45LBS. 120 E SEVERE 3FT. MODERATE SLIGHTTO TO HEAVY MODERATE 11 NONE i I RAFTER JACK STUDS · ~ RAFTER-TO-LEDGER CONNECTION LEDGERTOBECONNECTEDTOSLDGmUSING l/g" D[A. BOLTB@:[6"OCW'/TH WASHERSHEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTIO__N_ e,AFTER SIZE LJEp NUH~ERI DESCRIPTION ,APPLIC,ATION .OC,ATION JGp NUh'IESER DESCRIPTION APPLIC,ATION t), Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber, STAIR RAILING % LOC,ATIO~ JSP NUt~ESER DESCRIPTION 'APCPLICATION 2 ~,-gxS L52~, ~,~a. SLOPE H,AN~ER `APPLY To E`ACH R:,AFTER / LEI ,G ~. OPENIN~E LET,A12 1u/4"xlg" 20~a. 5TR,Ap ,AF=pL¥ TO E,ACH J,AC< BT( D NIfesteners, hangers and anchors to be galvinized or stainless steel, -1 ~ ~ '~. footing, Use a minimum ~/2" dla × 7" long and:lor holt with washers and nuts. Footings Shell RIM/DECK JO,ST- -~ o ~~ ]). Covered Roofs shall be assembled and enchorad Ihs same manner as a typical building. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION '~ ~ foranyconta~twlthACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUHESER DESCRIPTION 'APPLIC'ATION~ / OF THE ETA~RS, HANDGRZP PORTION OFALL HANDRAILS LOC,AT[ON LLSf= NLLME~EF~ DESCRYPTION ,ApPLIC,ATION CONNECT E'ACR NAILING SCHEDULE CONNECT TO R`AFTER/F~L~TE RTl5 TYDOL[JN 'ANO'O~ ,~,AFTE~ TO ~L~TE POST-TO-DECK CONNECTION CROSS SECTIONAL DIM~=N$ION, ORTHE SHAPESHALL CONNECT O"ER qOOF SHEATF lNG: ~-~ I .LL I TO TOP PLATE ~0'WALL:a-Bd COMMON JOIST TOE-NAIL ...... ~1 '- GIRDER/HEADER PARALLEL RAFTER WFCM - BBC LAP NAIL POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM- BBC LAP NAIL DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIF~DER 4x4 SOLID COLLJHN p~s44 / f=ES~E44 / <C44 POST C,AP `ANCHOR ,Al=PLY TO E,A ;N COLUMN BLOCKING LOC,ATION LISp NLJME~ER[ DESCR{f~TION i ,APpLIC,ATION ~x, ~OLfD COLUMN =E~$~e / mE~E$~ / MCE,~ POST C,AI= `ANCHOR APPLT TO E,A .;N COLUMNPOST-TO-GIRDER/HEADER CONNECTIONTO RAFTER 2- 8d COMMON END NAIL FLUSH JOISTS WITh HEADER/GIRDER BLE 2x ~ BOTTOM PLATE TO: PER -- "~,.----'~'--~'/ (MINIMUM) END JOIST OR BLOCKING FOOT CEILING JOIST TO BLDG. CONNECTION ALL 3C[STS CONNECTED TOA FLUSH HEADERTO BE SUPPORTED W~rH FOR HEADER HEADER/GIRDER-TO-POST CONNECTION -~ DECK FRAMING: PIECE OF SIDING BELOW -- --THREADED ROD SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL LAG BOLTS HOLLOW COLUMN UPLIFT BAND JOiSTTO: PER ~I'~ ~ SIM,SONSTSONG~E.ODELS'rRR,/g DECK POST FTG. CONNECTION S,LLORTOP~LATE ,- ~d COMMON FOOT TOE~ ~, 7~T..~ -- %,C'A\' mM,OmT/BO, SPLICED JOISTS OVER HEADERIGIRDER ,NSTALASPERU^NUFACrURS'S RECDMENCA'nONS ','~';[,~ ~ ~ ! DECK/PORCH LEDGER CONNECTION USE WITH RT~,OTYDOWN ANCHORS 4×4 PO'T P,ALM4 OR 'E44 POST / E~EA,H `ANCHOR 'APPLY TO E'ACH ~OOT' '~ ~,~~,~ A-Il JOINT DESCRIPTION NAiL NAIL QTY. SPACINB NOTES RAFTER TO 8'WALL: 3-Sd COMMOi~ BACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-Bd COMMON JOIST TOE-NAIL CEILING JOIST TO A8 PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL 3FILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL JOINT DESCRIPTION NAiL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE .~ - 1 Sd COMMOr, FOOT FACE NAIL TOP PLATES AT JOINTS FACE iNTERSECTiONS t - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD t ~ 16d COMMON O,C. NAIL HEADER TO 16" O,C. FACE HEADER 16d COMMON ~,LONG EDGES NAIL TOP OR BOTTOM 2 - I fid COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIS~ 2 - 16d COMMOi~ PER END JOIST OR BLOCKING FOOT FACE NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACIN~ NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL SLOCKING TO: EACH TOE S~LL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMON JOIST NAil. BAND JOIST TO: PER~.,...: SILL OR TOP PLATE 2- 16d COMMON FOOT <2 tFNFt , L NOTF5 COINSTF, U(.,TIION NOTES: 1 ). The Infemnafion within this set of constr,Jctiorl documents is related to basic ,design intent and framing delalls. They are intended as a construction aid, not a subsfitute for generally accepted good building practice arid compliance with currenl New York State building codes. The General Contractor is responsible for providing atandard eonstluction detnlls and procedures to ensure a professionally finished, sEucturally sound and a weatheq~roof completeb product. 2). The General Contractor is responalble for ensuring tha~ all work and c:mstrucfion meet., current federal, state, county and local codec, ordinances and regulations, etc. 'l'hesE~ codoe are to ba conslderafl as part of tha speefflcations for this building and should be adher,~d to even if in variance with tho plan. .9). DImens~ons shall take precedent over .,~caled drawings (DO NOT SCALE DRAWINGS). 14) The designer has not been engaged for construction eupervlslon and cssumes no ;msponslbllgy for construction coordlnafing with these plans, nor reeponslblflty for ,ecflic use expreesed or irnplied in the use of these plans. . Refer to the Window and Door schedule for exterior op anlngs i'. The General Contractor Is t~ consult with the, owner for all built-In dems ~uch as bookcases, shelving, p,~ntry, closets, trims, e c. . Wind lead reqmrementa shall be taken into account dudng construction. FOUNDATIC N NOTES: , The General Conh'actm' and Mason to review plarls, elavatisns, details and notes to Jetarmine Intended hulghtJ~" of finished f ocr(s) above typ cai grade . All footings to rest on undisturbed (virgin) soil. · Provide 1/2" expansion joint nnategal between concrete slabs and abutting ~ncrete or masonry walls occuring in exterior er unheated interior aloes, ,~). Any new concrete walls being attached to existing concrete !structure shall ',ge installefl with #5 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. g). Unless othenaise noted, all slabs en grade to be 2!500 p,s,i- Concrete I,o be iloured on 4 inch thiEF sand or gravel fllJ with 6x6 wire mesh reinfoming. In(odor slabs to be nnlalmum ,'-1-t/2 inch thick· All fill to be compacted to g5% relative density with ii" mmdmum lifts (layers). g), Crawl space~, to be provided with a minimurn 18"~24" access opening. Install one dx16 gast lion foundagon vent far every 150 sq, ff. of area. i'). Dampproof exterior of foundation with bituminous coating as per section R41)6 of Iq.Y,S, Residential Ccnstruction Code. A 6-mil polyetl~ylene film shall be applied ever lhe below grade portion of exterior walls prior to backfilling, . Drainage as per section R4O5 of N.Y.S, Residential Construction Code. FRAMING NOTES 1 ). All framing techniclues and rnethods as pres,.~riptive design of 2096 SBC High Wind Edition Wood Fram ng Construction Manual. 2). Unless othenNise noted, all fl'am/rig and structural wood material ':o be ¢2 + BTR. Doug as F r. 3). F[bors, wal~s, ceilings and raflers to be spaced at 18 Inches c.c. unless noted o herwise, 4. Unless otherwise noted, all beanng wall he~lders to be (2) 2xt0 ~2 BTR. Doug, F~r. Bearing wall hes~ders to have (2) jack studa and (2) full length studs on each s I e of a openings, l.VL headers to have (3)jack studs and (2) full length studs on ~;ach side of npenlags, Bearing wall window sills ehall also have (2) window sill plates for 2x4 wall apeniags between 4'1 and 6'0 and 2x6 wall opelqings between E'I 1 snd fig, Pravide fire and blocking whsre applicable. .A[I flush bearns/haadem to be installed with heavy duty ga v n/zed hen jars ~ nd ppi/cable Io all connecting joist's, \NlrqD FRAMING NOTES 1. RI.D.G.?TO-RAF TER ASSE!MBLY: 1-114 x ,0 gauge strap shall be attached flo each Fair of rafters in accordance o table S.4. ~/hen a collar tie Is used in leu of a ddge strap, the hum bar of 10d common nails ,equired n each end of the colJar de need not exceed the tabulated number of 8d nail~ in the strap. 2, RAFTER-TO-WALL ASSEMBLY: _ateral framing and shear wall connections for rafter, ceiling er russ eop pla e shall be accordance to table 3.3. When a rafter or truss do not fall in line with studs below, reacts 3r t~ ussea shall be attached to the wall top plate and the wall lop plate s~all be aAached to :he ~;o the wall stud with uplift conne~ions. Roofs overhanging the rake side of the ouildi~g ~ha~l be connected with uplift connecgons in accordance with table 3,3c, 3). WALL-TO-WALL. ASGEMBLY: ~all studs above earl studs below a floor level she I be a~ached with uplift connections in accordance wl[h table 3.gb. When wall studs above do not fall In line with studs below, the studs shall be attached to a common member in the floor assembty with uplift connecto~ in accordance w~th table 3.3. 4, WALL ASSEMBLY TO FOUNDATION: Firs: walt studa4" shall be conneCed :e the feundat on, sill plate, or b~Eom plate with uplift: connectors. Steel s/raps shall have a minimum embedment ef ? inches In concrete ~oundation and slab-on-grade, 15 irlche8 In masonry bio ck foundaPons, or lapped undel ~he plate and nailed in accordance with table 3,3b. When steel straps are lapped under the boffl2m plate, 3 Inch square washes shall be used with fi'~e anchor bolts. Anchor bE,It spacing ia to be spaced and sized [b accordance to table 3.2a. In addition to spacing, anchor bolts are to de spaced between E-~ 2 inches from the end of a sill plata and corners, 5. qWPE I EXTERIOR SHEARWALL CONNECTIC,NS: Type I exterior shear wal s wflb a minimum of 7/16 rich wood structural panel on he exterior aBached with gd common nail~ at g" o,c. at the panel e0ges and 12" o,n, in the field, and 1/2 inch gypsum wallboard on the [btedor attached with Sd cooler nails at T" o.c, al panel edges and 10" c.c. in the field shall be In accordance with the length requirements specified in t~ble 3.15a-b. 6. 'IWPE II EXTERIOR SHEARWALL CoNNECTIGNS: Type II m~efiur shoo.ails shaft meet the requirements of tab e 3,15a-b trees the appropfia len~ th adjustment fl~ctom in table 3.16, ?. INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall l~n¢~s provtdec fn tablle 3,14 s 1all be permit ed to be increased when ~terlor shearwafis a~re used. Eheathing an~d connections shall be in accnrdance wKh ~pe~ively, 8. CONNECTIONE AROUND EXTERIO~ WALL OPENINGS; Header and/or girder ~nnectiens shall be." at ached wi h uplif connec ions In accordance with table, 3.5. Window sill pla(es shall be ~aw~ steed connectErS in accordance wgh tabb~ 3,5, 9), CATHEDRAL CEILING ASSEMSLY: Where a ridge is to be used a.~=' a sb'uctum~l beam, tho ral~ers shah abhor be nctched and ancl~ered on top of ~he beam er slope conmectors shafl Pe a~tached te each nafferAo-ridge along the open ceiling pea of ~be budQ~ng, Connections 10 the ridge and wafl shall be be aEached with the above requirements, DECK AND COVERED IPORCH NC)TES: Unless otherwise noted, all framing rnOedal to be #1 ACC! pressure treated lumber. ;, hangers and anchors t~ be oalvinized or stainless steel, 2. Girders for deck e[sts to bt; bolted to e~ach post with washers aud nuts, Girders on concrete piers shall be E~nchor(ed with proper steel connecters eno:hotel Intoconc,etewithamininuml/2 cliax~ Iongancherboltwithwasher,;andnuts. 3). Posts supporting girders shall be ancn~ored to a 12"xt 2"xl 2" thick concreb; footing. Use a minimum 1/2'" die x 8" long anchor [bolt with ivashars and nuts. Footings Shall be 3 ft. below grade, Porch as with covered roof,, ~shall haw. 12 dia. concrl te ph,rs fr~r the girders. 4). Deck,oists to have blocking at 8'0 c.c... 5). A minimum of lg inch fleshing shall b e~ ins[ailed between the building and ledgar. Ledger to, be fastened to building with 1/? die, bolts with waslmrs and nuts where needed. 6). Concrete piers shall be a mlnim~um 6" lahore grade. ?). All joists to be supported with hangem and anchors, f'ach Joist shall also be anchored to girder(s). i. Covered Roofs shall be assembled an,d anchored the same manner as a typical building. PLIJME ING NOTES ) Dc ub e up door ois s u 3der wa Is that run parallel to th s floor jots and under bathtubs, I1 · All water supply, drainage and venflng to be installed as par N Y'.S. Residonaal Floors to have ceramic tile installed shall be verified for proper Icad eapacdy unless noted IConstruc[~on Code. ,. Provide 2 - 1..3/4" [hick micrclams ( height to match flo~)r joiste) around stairwell and/or 2). \/only septic system w~th the En!jlneer for ouffolk County Health Department a~: p o a. pan rigs unloss o herw se n ed ( yp c ) ~ ' If wall stud~i, p a :es or jo sts are cut out du [bg instalMJon for any plumbln[ relaled work, g). Dcrmers running up roof rafl,srs are to be supported by double rogers on either side where applicable unless other'wise noted. g), Provide blocking/bridging in floor joists at 8'0 a,c,. Use solid Plocklng in floor joists, ndera bear nfl walls ~ O). Provide insLilation baffles at cave vents between rafters. Install draft blocking as 11). Llnles., otherwise noted, all roofs and ~'alls to have a mlnffl'lum 1/2" thick, ~-ply I:ir (;DX exterior sheathing grade plywood. Plywood to cover over plates and headers, 12), Unless, otherwise noted use 3/4" thick TAG PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. I=fnished floor to be installed aver subfloor as per manu~acture's instruclions. 13), All bathroom walls to have 1/2 thick mo/strife-resistant shcetrock. Garage walls and ceilings and over fum ace to have 5/8" th[bi,: type-x sheetrock, All other parts of tluilding tu ha'~e regular 1/2" sheetrock, All walls to be taped and finished. 14). All roof with a pitch less than 4,12 shall be installed with an Ice 8, Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over, 16). All sill plates and wood in contac[ with concrete to be pressure treated, Sill plates to be installec with a foam sill gasket and co,>r-tex terrnite shield or approved equal, dates to protect anb secure the structure, Verify wgfi the manufacture's recommenfJafion for maximum hole size rand spacing permgted. HVAC SYSTEM NC)TES 1 ), Mechanical subcontractor is respons¢~le for adheadng to all appgcabie codes and safety 2). I'tVAC subcontractor is to lully coordin~ate all system data and rnquirements with the equipment supp er, 14VAC subnontractor I:o y/stem ay utdrawm]and submtitbMhe General review and approval, ELECTI ICAL NO'rES: 1 ). All electrical to be Installed as par N.\'..S. FLesldanfial Construchon Code. 2). All electrical work shall be approved b~y a fiuallfied Urlderwriter. 3). Install Smoke detectors and Carbon Mlonoxide deteclors throughout ,as per section R317 lof N,Y.S Res dentia Constru:t on Code. NAILING SCIHEDLILE! ..................... ROOF' FRAMING: NAIL NAIl. NOTES JOINT DESCRIPTION QTY. SPACING RAFTER TO 8 WALL 3-5d CEMMON EACH TOE-NAIL TOP PLATE t0 WALL 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-Sd COMMC)N EACH TOE-NAIL TO TOP PLATE lO' WALL; 4-8d cr, gMMON JOIST CEIIJNG JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL gElLING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVIER PARTFf'ION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE -r'o RAFTER ENO NAIL RIM BOARD 2 - 16d COMblON EACH END 'FO RAFTER END NAIL WALL. FRAMING: NAIL NAIL NOTES JGINT DESCRIPTION QTY', SPACING, TOP PLATE ]O ;! - 16d COMMON PI=R FADE NAIL TGP PI.ATE FOOT SEE NOTE: 1 TOP PLATES ,AT ~ - 16d COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO ;! - 16d COMMON 24" FACE STLID O,C. NAIL HEADER TO 16" C.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR SOTfGM ;! - 16d COMMON PER 2~4 STUB END PLATE TO STUB ) - 16d COMMON PER 2~6 STUD NAIL BOTTGM PLATE, TO: PIER FACE NAIL FLOOR JCgST, BAND JOIST ;! - 1Ed COMMON FOOT ,~EE¢' NOTE: 1,2 END JOIST OR BLOCKING I=LOOR FRAMING: JOINT DESCRIF'TION NAIL NAIL QI'Y, SPACING NOTE~ ,JOIST TO: 4 - 8d COMMGN PER TOE ;ILL, TOP PLATE OR GIRBER JOIBT FLAIL 13RIDGING 2 - 3d COMMON EACH TOE TO JOIST END FLAIL BLOCKING EACH TOE TO JOIST 2 - 3d COMMON END FLAIL EAC, H TOE BLOCKING TO: - 16d COMMOh BLOCK NAIL SILL OR TOP PLATE: EACH FACE LEIOGER STRIP ~ - 18d COMMOh JOIb'T NAiL TO BEAM JOIST ON LEDGER 3- 3d COMMGN PER TOE TO BEAM dOIoT FLAIL BAND JOIST PER END TO JOIST 3- 16d COMMON dOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOlE N,~ SILL ORTOP PLATE: FOOT ,SEE NOT _OOF SHE!ATFIING: _ OINT DEBCRIPTION NAIL NAIl. QTY. SPACING ;TRLICTURAL PANE'L gd AS PERTABLE 3~ WF:'CM - SBC CEILING SIHEA'f HING. )IN"[' DESCRIPTIOIg NAIl- NAIL QTY. , BPACING , 7' O.C, EDGE GYF'SUM 5d COOLER,"! 10" O.C FIELD WALLBOAFtD WALL SHE!ATHING: NAIl- NAIL IOINF DESCRIPTIOf4 QTY. SPACIN(" STRUCTURAL 8d COMMON ~,S PER TABLE 3.g PANELS WFCM - SBC 7/16" OSB 6d COMMOt ., O.¢,. ED ~E PLYWOOO 6" O,C, FIELD GYPSUM 5d COOLERE 7" O1:.. EDGE WALLBOARD 10" O.C · FIELD FLOOR SHEATHING: [JOIrgT DESCRIPTIE)N NAIL NAIL QTY. SPACING ISTRLICTURAL PANELS 6" O,C. EDGE Lt OIRLE~S ,ddCCIMMON 12! O.C, FELDJ NOTES: THESIE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONE:D IN SCHEDULE NGTES ONLY. 1), Nailing requiremerds an,· based or, wall sheathing nailed 6" on-center at the panel ,~dge, If wall sheathing is nailed 3" on-center at the panel edge to obtain higher t~hear cap~citie,., nailing requirements for structural members shall be doubled, or alternate connectors. such ~ls shear plates, shall be ueed to maintain Icad path. 2). When wall sheathil]g is continuou.~; over connected members,the tabulated number of ha]Is shall be permgted to be reduced to1 - 1Ed nail per 1oct, PLAN CON'rENTS: FRAMING ELEh"ENT~5 DE,~IGN LOAD CALd;ULATION8 (LIVE LOAD5 1=CFJ LOAD PATH _ (~C'OP -. POUNDA, TIONg NAILING 5C, HEDULE' CONSTF~UCTION ,ANDLUIND PA,TN CONNECTION DETAIL pAGE ,~ GENEf~AL NOTE PAGE SEE GENE'~AI_ NC,TE PAGE SEE FLOC'~ PLANS CUMATIC & GE DGRAPIHIC DESIGN CFtlTER',IA GROUND WIND SEISIVlIC FROST WINTEFI ICESHIEL,D FLO01 SNOW SPEED DESIGN WEATHERINg LINE TERMrrE' DECAY DESIGN UNIgERLAY~IENT HAZAR[ LOAD (MPH) CATEGORY DEPTH TB'M P. REQUIRED 20LBS. 120 B SEVER'E 3FT. MODI=RATE E;LIGI,ITTO TO HEAVY MODERATI!: 11 NONE ROOF SHEATHIING REC UIREiMIENTS FOR WIND I. OADS: NAIL SPACING NAIL SPACING AT FINTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES gUPPORTS IN THE PANEL FIELD 4' PERFIdETER EDGE ZONIE 8d CGMMGN ~) 6" C).C. 8d COMMON ~;~ 6" C).C. SEE NGTES: 1,3 , ,, SEE NOTES: 1 ( BOTH FIELE INTERIOR ZONE 8d COMMON ~',) 6" C.C. Bd CC)MMON ~,, t2 D C NOTE: 2 FOR PANEL FIEL[ ~,BLE ENDWALL RAKE AND RAKE TRUSS Bd COMMGN ~ 4" O,C, 8d COMMON ~ 4" C.C. SEE NOTES: 1,3 NOTES THESE NOTEE ARE, ONLh' TO BE REFERRED TO IF MENTIONED IN SCHEDULIE NOTES ONLY. t). For roof sheathing within 4 f~et ~l'the perimeter edge of the roof, [bc[uding ,4. feel on each side of the roof peak, the 4 foot pefimeter edge zone atta~chments required shall be used. 2). Tabula':ed t2 inch c.c. nail spooling assumes sheathing attached to rafter / truss fflarnlng m,~mbsrs wJlh G>0.49. For framing members with <0.42<~<0.49, the nail spacing shall be ,educed to 6 inches c.c. 3). Tabula':ed 4 inch s.c. nail spacing assumes sheathing to falter/ttuss framing members with G>0.49. Far framing members wgh 0.42<G<0.49, the nail sgacing shall be reduced to 3 inches c.c. WALL SHEATHING REQUIRI=MIENTS FOP, VVlND LC)ADS:: SHEATHIIgG LOCATION NAIIL BPADING INAIL SPADING AT INTERMEDIATE AT P~NEL EOGE8 SUPPOR-FS IN THE PANEL FIELD hlOTES "I . , fl CI MMG c~ 12" O,C, SEE NOTES: 1, 3 ( I~,OTH FIELBS) 4' EDGE 2ONE I NOTE: 2 FOR PANEL FIELD BdCOMIMON~6 3C d ~ N~, IIgTERIOR ZONE 8d COMI~ON ~ 6" O,C. Sd COMMON ~'~ 12' C.C. SEE NOTE: 3 NOTES THESE NOTE8 ARE ONLY-FO BE REFERRED TO IF MENTIONED IN SCHEDLILE NOTEg ONILY. 1). For wall sheath ng within 4 feet of the comers, [he 4 foot edge zsne attachmerd reqL~lrerr ants shall be used 2). Tabulated 12 inch o.c. nail spacing assumes sheathing at[ached to :~tud frami~lg members wflh G>0.4B. For framirg members wlith 0.42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). Fer exterior panel siding, galvilnlzed [)ox nails shall be pernnflted te be subsgtuled for cornmon nails, NOTE[: CONTRACTOR TO PROVlDI= SOIL TEST TO VERIFY EXISTING CONDITIONS. MINII IUM 30,00# CAPACITY. 1) PROVIDE 5/8" TYPIE.X SHEIETROOK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 2). USE SIMPSON HAF~GERS AND ANCHGRS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOIR IN ADDITION TO SMOKE AL,ARNIS PER FLOOR, / AT HOUSE i ; ~ II ~ ~ ......... , , ~, ~ ~ ...... ,,, , ~~ ' M ...... ~ ~ / .... ~ FOUNDATION ~lJJ JylAS'rER! H^I L '% LIVINE;LB.C'.OJ~ (/ \ / ~/,/ /\ DEN / OFFICF iii FLOOR PI,J~N SCALE: 1/4" = 1'-0' NOTE. 2 ZON I!-' HEATINC,, AN D A.,C. ((i,~ CF/ANDL ='IR ~ IF 51bE bVA~L $ -'OUNCE GFQOUTLEr El[VA(,