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HomeMy WebLinkAbout42851-Z OFFO(,fCpG� Town of Southold 5/23/2019 P.O.Box 1179 a W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40408 Date: 5/23/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1575 Harbor Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-2-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/26/2018 pursuant to which Building Permit No. 42851 dated 7/10/2018 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: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Hazard,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42851 04-02-2019 PLUMBERS CERTIFICATION DATED u o ' ed Signature SOFFnt�c. TOWN OF SOUTHOLD BUILDING DEPARTMENT y `x TOWN CLERK'S OFFICE SOUTHOLD, NY dol, �a BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42851 Date: 7/10/2018 Permission is hereby granted to: Hazard, David 1465 Harbor Ln Cutchogue, NY 11935 To: construct accessory garage as applied for per Trustees Non-Jurisdiction letter & DEC approval. At premises located at: 1575 Harbor Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-2-1.2 Pursuant to application dated 6/26/2018 and approved by the Building Inspector. To expire on 1/9/2020. Fees: ACCESSORY $328.80 CO -ACCESSORY BUILDING $50.00 Total: $378.80 i g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. r1-V New Construction: ;e"" Old or Pre-existing Building: (check one) Location of Property: C-e tc-A o cc -2J House No. Street amlet Owner or Owners of Property: lga-e-6c -f` a— A-` Suffolk County Tax Map No 1000, Section /0-1 Block Lot Subdivision ms`s 5--f_ G',,-ee A- r°+-s Z-lr,-e-eS Filed Map./2 OZ o Lot: .Z Permit No. -2, Date of Permit. Applicant:,8 �'Q a-•�d��Yio� ,��z a-r'G'� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Certificate Final Certificate: (check one) Request for: Temporary Fee Submitted:$ A!!��,�62�.sc� Applicant nature SO!/T�,®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,BY 11971-0959 ® • �o roger.richert(a-town.southold.ny.us �ycOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Hazard Address: 1575 Harbor Ln City: Cutchogue St: New York Zip: 11935 Building Permit#: 42851 Section 103 Block: 2 Lot. 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Direct Connection License No: ME-44943 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches P4] Twist Lock Exit Fixtures TVSS Other Equipment: detached garage Notes: Inspector Signature: — Date: April 2 2019 81-Cert Electrical Compliance Form As g SOUT 1 � 9 # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��` 765-1802 INSPECTION- FOUNDATION 1 ST [ ] ROUGH PLBG. [ -e�F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,DATE Y INSPECTOR 4n6of ��Of 50p1y0 - TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OL DATE INSPECTOR CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitcct.com September 25,2018 '�='LU ��� + i 1 SEP 252018 Southold Town Building Department •� ��, �� �, 54375 Main Road Southold, New York 11971 Re: 1575 Harbor Lane Cutchogue,New York Permit#42851 To whom it may concern, I have been on site during portions of the construction for the aforementioned project. To the best of my knowledge,the footings and foundation for the detached garage have been completed as per plans and meets or exceeds New York State Code requirements. Please call this office with any questions you may have. Sincerely, D >� Mark Schwartz AIA Nmember American Institute of Atchttecture FIELD INSPECTION REPORT DA'FE COMMENTS FOUNDATION (IST) S&ZOIL � y ......................... .......... 'FOUNDATION (2ND) Ulm ROUGH FRAMING& PLUMBING y O INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS -i®-16 �a 5ZTS 1 ju � � T zzmit Al A ♦ ♦ Q it V bon ; hS - ?i L ,e Gt �- 2 c - o z d b H TOWN OF SOUTHOLD PC clPl t Ca , DING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL '?,-413oard of Health SOUTHOLD, NY 11971 ,.d 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 1v Survey South oldtownny.gov PERMIT NO. K19Check �/'Septic Form � N.Y.&D.E.C.- \ -Trustees ' D (�� ��� J c.0.Application 15 Flood Permit Examined ,20' DD Single&Separate JUN 2 6 2018 ~�\�, / Truss Identification Form V Storm-Water Assessment Form BUILDING DErT, Contact: Approved _)2 TOWN OF SOMOLD Disapproved a/c ' Phone: �P 1 U f.�h6rc? Expiration 20 Build Lor APPLICATION FOR BUILDING PERMIT Date �° L , 20 It 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 shal I be kept on the premises available for inspection throughouf 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 month's`from such date.If no'zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize ,in writing,the extension of the permit for an addition six months. Thereafter, a new,permit shall be required. . APPLICATION IS HEREBY MADE to the,Bui1ding Department for the issuance cif a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New Yark,.and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The - applicant agrees to comply with all applicable laws, ordinances,building code,housing-code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. g A (Signature of ap ' ant or name,if a corporation) yds -- // 935 (Mailing address of ap ican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises cZr- (4 (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. aPr"an+ A R•m IMAM 4\•./•gl::4•.•_,..711{it:-1�ri.4d.Y7 •�PA,JtO oto 1. Location of land on which proposed work ;�lje{�lor�e;R�;te,� f=�a�`�on J1cq�j jii• lzly.a?noizzlmrtM'1 C O G? C1 ?� House Number Street Hamlet County Tax Map No. 1000 Section f 103 Block Lot �� °� ouOulviJ1u111�Q„rte—/K C 4,5- f4�—) i ii�+u tviu�Lvv. E i v- v aavL., s 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1/a_ -- � b. Intended use and occupancy s'i'n I /e- a 3. Nature of work(check which applicable):New Building Alteration Repair Removal Demolition Other Work G Description) 4. Estimated Cost , Fee i�i '=-s =:." `;7 ' (T o•-be Waidon filing this application) 5. If dwelling, number of dwelling unitsrrber of dwelling units ouch floor If garage, number of cars a.. f�'�° i'iiil� ``" 6. If business, commercial or mixed occupancy, specify natu and extent of efch type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of'Stories 8. Dimensions of entire new construction: Front__,L!8! J- Rear 8 �S Depth 6y y Height . Number of Sfories' 9. Size of lot: Front —7 .7— Rear /9 /'V Depth (, 7' 9 0 .2 10. Date of Purchase 1 ° ® 4'5� Name of Former Owner 14,44a�ll #" a► 11. Zone or use di3tri4t in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES ✓NO Will excess'fill be removed.from premises? YES NO 14. Names of Owner of premises i?4e4u— Address j/6' No.63!-y 9S-YG° 7 h' Name of Architect Addresszs yds LnRd.,em. Phond No.6.3 Name of Contractor e mwo)ev' Addresse yes° -ai r ,C•., hone No 99/-,V95-'f 6 79 15 a. Is this property within 1.00 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 NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and'distances to property lines. i 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 V-�' NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� r r-e A 6+ \A ` -ccbeing duly sworn, deposes and-says that § the applicant S �cc (Name of individual signing contract)above named, (491 the - (Contractor, Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith iRtHLEMN A.IAROSA Notary Public,State of IVew York Sworn tc�efore me this l� Clual�redi�SuffolkCounty ' `'( day of 20 Commission Expires April 24,2021 Notary Pull SiiZiur6 of Applicant *zF S10UT Michael J.Domino,President Town Hall Annex�� y0l John M. BredEtfnRyerI,Vice-President 54375 Route 25 P.O. Box 1179 Glenn Goldsmith � � Southold,New York 11971 A.Nicholas Krupski �pQ Telephone (631) 765-1892 Greg Williams ���`OU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 22, 2018 David Hazard 1465 Harbor Lane Cutchogue, NY 11935 RE: 1465 HARBOR LANE, CUTCHOGUE SCTM#: 1000-103-2-1 Dear Mr. Hazard: The Southold Town Board of Trustees reviewed your letter dated June 18, 2018 and the site plan prepared by Mark Schwartz & Associates dated April 12, 2017, and determined that the proposed dwelling with waterside deck; new sanitary system, detached garage, driveway, and drywells are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the- Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 1 .% 2 i This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, ichael J. Domino, President Board of Trustees MJD:dd r`. Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Faciliy DEC ID 1-4738-04555 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DAVID HAZARD HAZARD PROPERTY 1465 HARBOR LN 1465 HARBOR LNJSCTM# 1000-103-2-1 CUTCHOGUE,NY 11935 CUTCHOGUE,NY 11935 (631)495-4680 Facility Application Contact: MICHAEL A KIMACK - PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 712.561529373726 NYTM-N: 4543.999432486521 Latitude: 41001'10.2" Longitude: 72°28'19.0" Project Location: East Creek(Eugene's Creek) Authorized Activity: Sub-divide a single lot within tidal wetlands adjacent area into two lots;construct a single family dwelling with garage and sanity system on newly created lot(Lot 2);build a new pervious driveway;and All work shall be done in accordance with the plans prepared by Nathan Taft Corwin III, last revised 4/13/17, and Mark Schwartz and Associates,last revised 12/2/17,and stamped NYSDEC approved on 12/18/17. KLL Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04555/00001 New, Permit Effective Date: 12/18/2017 Expiration Date: 12/17/2022 Page 1 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Facility DEC ID 1-4738-04555 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:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, �NjY�11790 -3409 Authorized Signature: Date/,2- Distribution List MICHAEL A KIMACK Bureau of Marine Habitat Protection File 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. Conformance With Plans All activities authorized.by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III, last revised 4/13/17;and Mark Schwartz and Associates, last revised 12/2/17. 2. 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. 3. 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. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04555 4. 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 100 linear feet from the tidal wetland boundary. 5. 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. 6. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 7. Establish Vegetated Buffer To protect the values of the tidal wetlands,a permanent vegetated buffer zone shall be established on the newly created lot,Lot 2, as depicted on the plans prepared by Nathan Taft Corwin III, last revised April 13, 2017. There shall be no disturbance to the natural vegetation or topography within an area extending [blankl] linear feet landward of the tidal wetland boundary. 8. One Residence Per Lot This permit does not authorize more than one residence per lot. Authorized construction of the proposed single family dwelling is contingent upon the subdivision of the existing lot. 9. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 10. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 11. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record,along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony Brook]50 Circle Rd Stony Brook;NY11790 -3409 Attn: Compliance 12. No Easement for Structures This permit does not authorize the granting of easements for the construction of water access structures, mooring facilities, or other structures. 13. 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. Page 3 of 6 Ohba NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 1"1W Facility DEC ID 1-4738-04555 14. 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. 15. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 16. 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. 17. 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. 18. 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 Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). Page 4 of 6 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 14W ,Facility'DEC ID 1-4738-04555 The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 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. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope-of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � ,Facility'DEC ID 1-4738-04555 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS f Item A: Permittee==Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit._ This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 �°su�ak ST(O�R IM�1IWA\TEIK Scott A. Russell SUPERVISOR 2 _ � I��ICA\1�A\ GTJEI��IUE1�'7C' 53095 ain Road--SOUTHOLD SOUTHOLD,NEW YORK 1179 11971 _ �o �- Town of,Southold CH"TER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - -------DOES--THIS-TRO=T-- Ii B' ®IL® G:— '------=------- Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Lj B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E]G'/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area_ i E][2rE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Departmjent with-your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date Dutric[ NAME: (/R ri)O a�A ZN p Section Block Lot ��/ ��� 6 J101.OR BL�ILDItiG DEDEPARTMENT: ENT t;::L. vNL T Contact Information 1 1 rei.dwK�wno., Reviewed By: - - — — — — — — — — — — — Date: �— Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — lot— [ ❑ Approved for processing Building Permit. - /� r,by P' Ln �JTC�osjy� � rmwater Management Control Plan Not Required CO —V(Forward r mwater Management Control Plan iJ RCquired to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 $ufF�Lk BUILDING DEPARTMENT - 111-PUT TOWN OF SOU DD Town Hall Annex - 54375 Maid - PO Box 1179 Southold, New York 8 2018 ��'� • Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a town_southol01fr; ,- TOWN OF SO OLD APPLICATION FOR ELECTRICAL INSPECTION .a. -- - -Date: . � - Company Name: L L`T S Mf Name: c License No.: L\AI= r- email: Address: N Phone No.: (D3\ JOB SITE INFORMATION: (All Information Required) Name: 04 VJ J441".1i Address: I °7 5 I4c,4,c- L.. C o leL ,,< /Vy IJ 7 ,?j— Cross Street: Rd Phone No.: --- - BIdg.Permit#: y;,8r''I email: ✓ � f n 0 a,�• .� ..►e Tax Map District. 1000 Se io lo 3 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 880s u Ar DZt t e_ C.Ail N 6 � � ', r ►2.. 3 �' c Circle All That Apply: Is job ready for inspection?: LY--E-S ! NO Rough [n Final ' Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required). Service Size (E)3 Ph Size: _2_DOA # Meters Old Meter# e�nr'Servic -Fire Reconnect- Flood Reconnect- Service Reconnected ndergroun -Overhead # Underground Laterals 1 2 H Frame Pole ",VVork done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �. q-71 Request for Ins ectiocn Focm.xis a°' Re4 P �0 . Town Hall Annex ;�'�+ > _� Telephone(631)765-1802 54375 Main Road ;_ 7 `�; Fax(631)765-9502 P.O. Box 1179 > Southold, NY 11971-0959 - - - BU LDS M",ESP R`TM�I�iT -- - -- . - - NO7'1E OF UTILIZATION OF TRll,SSTTYPCQ[VSTRUCTION, PRE-EN0.1NEERED WOOD CONSTRUCTIOICI�" Nb`lClltiT(MBER CONSTRUCTION ;k Date:, Owner: .; Lo'C9606 Qf Property: Ple;asOake notice that th '. New commer..• � `9idl~`f `s .{il/". .7T trt.�Citl.Jl'G'�"s''�' ?,Addition to.'` i t omgl� J., k�or residential s• �habilititlD' An existiii mercial or resl > t�;structWte := Y' . to bo;,con6tt`06 •`fir performed at the su ject property reference abovef%M#-. lrke (check applicati •�i �:. f : Tri , etcir�n�truction,(TT) .� Pre-engin Timber construsyGrIrk;04,11- :►, i. ,.;�� r in the following location(s) (chec `appiicab1etlfrre): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof-framing,(FR) _ Signature: Name person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.d6cx Effective 1/1/2015 Fj= EA'R$.FI OM SAIo;l�'�I�RovAL p " TO EXISTING HOUSE / u Y Y Y E HEALTH DEPT. STAMP \Z-\ / 2 601 r1�\\� TIDAL WETLAND LINE DELINEATED BY 0- JUST OF _6 ✓�\� \G ` �-1O CONSULRONMF imo NG ON 11/16/2015 V ' Pv� 1QQQ- VERIFIED ON 111111201ro, SWGUfAVi® AryIOFF HIGH WATER HARM TIMER OVERRIDE I\\ , I� /// su VER EFF'LUEN AFMTOR G ROL TAQL L / / / ■ `1 6UPPLY OUTLET END VIEW rswimnLrypTEB I (D ADMCATEDM MPCIRCUITBREAHERATMAIN SRACEDERVICEPARELBHOULDNOTBE ENERGLTEO DRAINAGE AREA 2 UNTIITHE AERATOR LSINBTALLED AND READYTO BE RACED INTO OPERATION. TEST EM CAPACITY: 1,300 GALLONS ®INBURETHEAERATIX250PERATINGWKENTNE FACIidIYG OCCUPi� 'ACITY: 600 GALLONS PER DAY ® ��U�NSED NORWECO DISTRB RORW LLPLACE TF EAERA OR NfOSQMCE // LOCATION OF PROPOSED HAY BALE I \ � 100' f` SANITARY SYSTEM EDGE OF �0 SAMPLING BOX MARSH i 20' MlN WITH 5961 mELLAR — _ — / � NCE A'�GRADE SLOPE - b� /i \ ZpNE_ ` 6) \ \ I FN � �GOrITROL v?� \ �\ x —� � \ � I TIE LINE ALOE` _PAN HIGH WATER i MARK -� i' LUEZON \ —; PORTA POT -' i� / PROPOSED 2-S'f ORY _ p \ SINGLE FAMILY DWELLING \� I �` k` \\\ WITH 4 BEDROOMS \ PROPOSED \ rE I y - — .� I � J fIs 1 I Sr' } 1 1 3 \ t V tr�w ' f G K =5 E.XP 'Ns d a 1 - i O I lS> 7:• LL _ ;x�. '; i.._�:� •-- i \ 60 X 6' DEEP DRYWF O OFF I I n CONO 1W'1503 FOR ROOF RUN \ SETBACK LINE OUT" A � .00' /� - _ '- _ - - _ - - � � 1100' C RlVEWAY PIPE WrrH �\ 120 V S/P I I I 1 2.0 pl2YWEL'C ' � 20 AMP t FIL TE:R DEDIGATE,D PERVIOUS DRIVEWAY.INTO„PERP ;,iv J GONG WALL ,0 - N EXIST WELL \� - \G �Q SOIL STfO -1;':/ . C^ 0 v�V -1 - PILE a G - � ��, -��: G�NEW �D, 1 -/ UNDERGROUND 1 ' 1 PROPOSED WATE / ,�' .. ',` ;-0 3� I G� ELECTRIC; Cll O” EDRAINAGE AREA 1 \- DRAINAGE AREA FLOW i APPROVED AS NOTED -DATE: B.P.`4 FEE: BY All exterior lighting NOTIFY BUILDING DEPAR AT installed,replaced or '765-1802 8 AM TO 4 PM FOR THE LLOWING INSPECTIONS: repaired shall conform -1:' FOFOUNDATION - TWO REQUIRED to Chapter 172 FOR POURED CONCRETE of the Town Code 2., ROUGH.--FRAMING & PLUMBING 8. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED LD TOWN ZBA S4UTH9LB-T6WN-Pt�NN4N� SOUTHOLD TOWN TRUSTEES N.Y.S.DEC DO NOT PRODEED-WITH pRAIAINC�UNTIL SURVEY ®PFOUNDATION HAS 13EEN APPROVED... N OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. METES ND UNDS SURVEY OF 25' WIDE ARIGHTOOF WAY METES AND BOUNDS ELECTRIC EASEMENT LOT ® N 25'115'00" W 25.20' 1 ® N 71'54'19" E 153.39' � N 02.18'11" E 30.15' MAP OF © R=50.00' =47.47' ® N 17'14'18" E 45.85' N 08.11'24" w 73.96' U N 17'30'33" E 112.75' © EAST CREEK ESTATES © N 67'46'00" E 32.51' ® N 29:11;21' W 40.19, � S 17'30'33" W 133.54' © N 71 5419' E 10.19 FILE No. 12120 FILED MAY 16, 2018 R=75.00' 1.=71.20' p S 29.11'25" E 40.21' SIT UA TE ® S 71*54'19" W 35.411' © S 08:1 1 X24E 78.13' CUTCHOGUE � S 82'51'38" E 15.18' ® S 175418 w 46.80' © S 07.08'22" W 25.00' z S 02'18'11" W 25.39' TOWN OF SOUTHOLD ® N 82.51'38" W 68.22' o S 73.31'30" w ,0.16' SUFFOLK COUNTY, NEW YORK ® N 7,'54'119" E 58.64' S.C. TAX No. 1000- 103-02- 1 .2 SCALE 1 "=40' JULY 23, 2018 SEPTEMBER 17, 2018 GARAGE FOUNDATION LOCATION TOTAL LOT AREA = 116,316 sq. ft. 2.670 ac. DRIVEWAY RIGHT OF WAY AREA =1 ,042 sq. ft. �( (� 0.024 ac. WETLAND AREA = 4,269 sq. ft. ��C�'h4.4y, 0.098 ac. % 3 LOT AREA LESS WETLANDS - 111 ,005 sq. ft. o & DRIVEWAY RIGHT OF WAY 2.548 ac. , 0 / 6COO MoN 3 NC. Ln CER TIFIED TO: rIA� ' o m FLAG f2 BARBARA HAZARD / / / 4 o Com+ SAFE HARBOR TITLE AGENCY FIRST AMERICAN TITLE INSURANCE COMPANYn.AG III o/ / yNc A V� ' ,,r% O HOSE ` 1 -� �`�j�N� I� SES 100 1%111 /I o. 1 1 I k� ^ RMJ FLAG #6 �yT_� , Py LOPS Sa {t.l I I 111, I FUQ\ 1 i 1ri 25 N� SONS RSG / 24" OAK \ ( . {24" OAK I �m III. I ' � '�,� v � p 00 COMM _�- / \ � N v 36' OAK Ipl -� 100' 11 y /coag SSONE 5h,'1 g — O I� \ ' ' c. MG N 71/ CON O•e s. � 52 WIDE DRIVEWAY \ GREE FOONOP�ION '' a •• IQ 0 S wP ZA21 2 O 12' OAK NIDE UI wP,s RIGHT OF WAY 7' OAKO LOT 2 ,\ 260 N .,-' N o` coN�MON wR`l 24' OAK '\ •o. j' NCE LP w3 g 4 N I m = 0 \ \ p 26 �?S FOVGt1 M N Gg ON85. NGP PGE 0 N/OSLMAN p,� \ \ °N NNN�IrNAK�fFEMON• -L ,+ NN VEgA CU 02N0 p.g� •2 Cj'JO um 5 J O 9 9c^2 OB" MAPLE sc \ OF '3. HOSE �• E PREPARED IN ACCORDANCE WITH THE MINIMUM TITLE SURVEYS Z� GpG� 7' MAPLE co�RlNo ERpMBYATHERDSAFOS. ANDA PROVEDAANDSADOPTEDD 0 O p E o FOR SUCH USE BY THE NEW YORK STATE LAND w0 0 �Oy TITLE ASSOCIATION. P y J�CjE'�P��O12'OAK Cj N O14" OAK ''\ �,,�/'J' 1JJ Nin ,� / }r,, •�!x_� ip i-\\1 • \ JJ�sC�ooE ICKAE NA %44 & N C1JgRA / ` � SUSA •o �,� 3 22 �>h _ N.Y.S. Lic. No. 50467 OR TEST HOLE DATA npOG 5 TOATHIS OSURVEY ISEATVIOLATION OF ADDITION (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 17, 2017) �L° SECTION 7209 OF THE NEW YORK STATE ` EL. 6.0 D. py TREE LEGEND: EDUCATION LAW. Nathan h 1 an T of t Corwin I I I COPIES OF THIS SURVEY MAP NOT BEARING MIXED SAND & LOAM THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 2' � EXISTING SIGNIFICANT TREES EMBOSSED SEAL SHALL NOT BE CONSIDERED BROWN CLAYEY SAND SC �� TO REMAIN TO BE A VALID TRUE COPY. EL. 1.1 q g e�� O EXISTING STREET TREES CERTIFICATIONS INDICATED HEREON SHALL RUN WATER IN TO REMAIN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE BROWN CLAYEY SAND SC Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND 6 LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. g,0 NOTES: TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout WATER IN TUTION. CERTIFICATIONS ARE NOT TANSFEABLE. BROWN FINE TO MEDIUM SAND SP RCS 1. CONTOUR LINES AS SCALED FROM TOPOGRAPHICAL MAP OF FIVE EASTERN TOWNS PHONE (631)727-2090 FOX (631)727-1727 pI� EXISTING CONTOUR LINES ARE SHOWN THUS: 17' EXISTING SPOT GRADES ARE SHOWN THUS: THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS 2. ZONING USE DISTRICT: R-80 AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 38-19313 REVISIONS 26'-0" ----------------------------------------------------------------------------- 0 • e• vd G a • n• na C an• v C d a• vd I I I 1 I I 1 V I I • I I I 1 t I 1 /^_p� G V-a 0o I I I I O 1 D 1 1 I 77­7 I p I 1 p 1 I I I 1 I I I 1 I • I I I I I I I 1 I I 1 I 1 I • I I Q 1 I I I I I 1 D 1 I I 1 I I • I 1 I °' I 1 I I N I 1 I 1 I • 1 I I � M py O 1 1 I 1 O � O N i • �— N I Q 1 • I I I � � -+ M A I t A M I I I I I I 1 1 I 1 1 1 I I I • I 1 d I I 1 1 p I I I 1 • I 26'-0" D I I � •' Q V e .v 4'-101/2 16'-3" 4'-101/2" W t/1 26'-0" C a - - - - . - - - - - -� - (4)1 3/4X11-7/8 ML 1-I-d 0 r1.8"POURED CONCRETE FOUNDATION I� co N Q m oo N 2.16"X8"CONC.FOOTINGS WITH(2)#5 REBAR. Q O 30"X 60" I . PULL DOWN O �.4 O x STAIR x 3.GARAGE SLAB TO BE 4"THICK.REINFORCE SLAB WITH 6X6 WWM. a �x M M FOUNDATION PLA SLAB TO BE POURED OVER 2"(MIN.)CLEAN SAND,6"GRAVEL. O 0 x . p 4.PITCH SLAB TO OVERHEAD DOOR. I-II - - - - - - - - - - - -L- - --�- - - - - -- - - - - - - - ' SCALE: 1/4" = 1' a N -- (4)1-3/4X11-7/8 ML O N 5.NOTCH SLAB 2"AND OVERHEAD DOOR. 6.DOOR APRON TO BE SECURED TO FOUNDATION WITH#5 O REBAR @16"OC ------------------------------------------------� A c4 11-3/4XII-7/9 ML 016"Or cz A ALT.:(2)2X12 DF#2 @16"OC _ O m ' pp F- ' N � � N ' Y I I W O N Q , M I 1 .,A —J W Z i (2)1-3/4X11-7/8 ML HEADER i O O W o 16'-0" Q O G 13'-0" 13'-0" U N 26'-0" Q U 1. WALL TO BE 2X4 DF#2.9'-0"(9-91/2"TOTAL)OVER 2X6 ACQ SILL PLATE �'.�--� w/TERMITE SHIELD AND SILL SEAL UNLESS OTHERWISE NOTED. 2. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. " •,`�IN SJ�r ,° Q 3. PROVIDE 2-2X8 DF#2 HEADERS OVER EXTERIOR WALL OPENINGS vi n (� FLOOR PLAN UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 21ACK V `` t DRAWN: MH/MS STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SCALE: 1/4"=I'-O" 11 _ AUG 8 218 ""rte 1„. a JOB#: SIDE FOR MICROLAM HEADERS. SCALE: 1/4 — 1' 4. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE �k August 27,2018 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING .\��j, kot Q" HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. +\ �� r•'L2339 ® 4 SHEET NUMBER: 'r'!�.�T`j � y/i- �Gi.� tom • 5. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH °' - .,D , ,,,-5_.j„`rr OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, 250#CAPACITY. "T� Aa2 �� C REVISIONS it-7/8 ML RIDGE ASPHALT ROOFING 2X6 COLLAR TIE 48"OC ___ 15#FELT UNDERLAYMENT 5/8"SHEATHING 12 t0 2�i 00 00 O� I rn (SEE PLAN FOR = o PULL DOWN STAIR) 3/4"SUBFLOOR _ Ln r 1-3/4X11-7/8 ML C1 Q16"OC _ _ . .. N 1 1 SHEETTOCK/FINISH (U TBD BY OWNER 16"OH w\ a DDD a DDDjto 2X4 STUD WALL (TYPICAL) DOD DD DDD I � w 5/8"SHEATHING � � V SIDING WITH UNDERLAYMENT 0-) PER OWNER G z 00, or 0 .z NOTCH 2"D 2X6 ACQ PLATE AT SLAB FOR TERMITE SHIELD OH DOOR SILL SEAL ..�.. vr• Y.Y•/.. ..� •.r.. t..y.• Y YY..• s«ta .••.�.. a«�,.. Y.Y.�.. ....�v.......' p ;; 4"CONCRETE SLAB,REINFORCED w/6X6 10/10 WWM WALL I p 2"(MIN)CLEAN SAND OVER 6"GRAVEL p M - r- '. 16'X8"FOOTING (2)#5 REBAR SECTION A-A w � o SCALE: 1/4" = 11 w Q o0 � � a C) w a x � A A-, r rl t r / r FASTENER TYPE: SPACING, No.8 WOOD-SCREW BASED ANCHOR WITH IV Oc I / 1 71n.EMBEDMENT I04G711 — Ro.IDWDObSCWEWS BASED EMBEDMENT LEN 16'OC 2.EMBEDMENT IENGTH I I I I I 1 1 1/4n.da.1AGSCREW / BASED ANCI IOR WRH 16"OC 1 ( I 1 I I ( IT, (I I I I I N 2h.EAIBEDMEM LENGTH +I 1 ]I APA PLYWOOD M-rl N 1 ` ,THING M,�-,1 112•APA RATED SHEATHING GRADE PLYWOOD / I 1 I �1 I I �1 / W O r 1 I (ALTERNATNNE:7/16'D.S.BJ I ( •Y 1 ® 1/r APA RATED SHEATHING Z I 1 GRADE PLYWDOD ' (ALTERNATIVNE:7/16"O.G�B) � O I � AZT FASTENER TYPE: SPACING. I / I ( I / I O L O 41 2N4 DFx2 No BWODbGLWEW 1 STUDS BASED ANCH IR WITH r a ®f 1 WINDOW SIL1. 2h EMBEDMENT LENGTH '— TYPICAL WINDOW OPENING No.10 WOOD-SCREWS I ( �� I y = UO 2ENWTTH Ir PANEL SPAN EQUAL OR SMALLER EMBEDMENT E/1H THAN 4 FEET 1Hhea.IAGSCREWfll 7T� BASED ANCHOR WITH 16*OC f1 A 2h.EMBEDMENT LENGTH to TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULT&LE PLYWOODASSEMBLIESFASTENER TYPE: SPACING: 2-2XA OFxz STUD$CONNECTED Na B WtX1PSCREW S,iAe*r AND EQUAL F SMALLER TOGETHER WITH BOLTS W/WASHANCHOR ERS THAN 6 FEET AND NUTS @ 2'-0"D.c 2��8"BEDMENTLEENN(TF1 B -_� No,1p0 SCREWS roc 4�y. �+,k'1�',►,• -•""+!\ TYPICAL MULTIPLE ANOPENINGS oy 94S��� +� w 2A EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/4,n.a.LAWCWEW �1.�re rfr AND EQUAL OR SMALLER BASED ANCHOR WITH 16•DC +<? A oll ---ppp % Q THAN 8FEET 21n.EMBEDMENTLENGTH y ! WIND—BORNE DEBRISPROTECTION FOR WOOD STRUCTURAL PANEL sacE '} i`a IF NOT USING IMPACT AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION GLAZING x j DRAWN: MH/MS PROTECTION( ) I °`Ii d SCALE: 1/4N_II-0M WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO . e JOB#= COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL b ! CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. <�, y "C233� .,� .A August 27,2018 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. , SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. a }�Q« rj 1: p' REVISIONS O 00 00°o o°O� 12 10 CN 0 ti N 0 U � �n E]EIF] ❑ . . El E1E1F]III Hill ° N ❑❑❑ D El EIF-111 Lo O Lo Tq I I I I I FRONT ELEVATION RIGHT ELEVATION SCALE: 1/4" = 1' o SCALE: 1/4" = 1' Q a cn w w v� Q o w a - - - - - - - - - - -- - - - - - - - - - - - - - - - - - o 12 10 N N u7 O Ln � � W } � N - - - - — — — - — — — -- cV -- - - N J W O � z o O u.i O m :D o = o = v cN ` � U v► Lo LL11I de � I cp Q U m Q DRAWN: MH/MS SCALE: 1/4"=1'-0" �"�, June 06,2018 LEFT ELEVATION REAR ELEVAT O , 4 SHEET NUMBER: � r SCALE: 4"1 = 1' _ / SCALE: 1/4 — 1 � D �A �:��r i;,Z23 A- I JUN 2 6 2018 N I';UHMI'i'ZG DEPT. TOWN GF S.O' ()LD REVISIONS 26'-0" ° • p• �d C d • p• �d p d • p♦ �d p d • p. �d D d • � 4 D 0 _ • e �Oeo 00 a v o ° �4 I D 0 0 • � N V U n 4 ° N � M v i Q Qw N C N � � H N D N v x a v ° U A A v v � 0 v � o � 26'-0" D I ° o % � 4 ° •' 4 V 4'-101/2 16'-3" 4'-101/2" W z 26'-0" C az - (4)1-3/4X11-7/8 ML - - - - - - - - - - - - -r- - --�- - - - - - - - -cz x z a _ 1.MONOLITHIC POUR FOUNDATION AND FOOTING-WALL 8"h w/ a' 0o N 16"WIDE FOOTING,2'BELOW GRADE.00 00 W H nl 30"X60" PULL DOWN 2.FOOTING TO BE REINFORCED WITH(2)#5 REBAR. O v STAIR Ix 3.GARAGE SLAB TO BE 4"THICK.REINFORCE SLAB WITH 6X6 WWM. O w M� M FOUNDATION PLAN c0 SLAB TO BE POURED OVER 2"(MIN.)CLEAN SAND,6"GRAVEL. p O i I - -- - -j- — - — - — - — - — - — - ' SCALE: 1/4" = 1' 4.PITCH SLAB TO OVERHEAD DOOR. (4)1-3/4X11-7/8 ML N N N 5.NOTCH SLAB 2"AND OVERHEAD DOOR. O 6.DOOR APRON TO BE SECURED TO FOUNDATION WITH#5 REBAR @16"OC •---------------------------------------------- I I A 1 I �1 N = i ALT.:(2)2X12 DF#2 @16"OC 0 0000 x i = I , x f.1 N I I N ' N I I N 1 I ' Y 1 1 u I I O � ' O O Q0 co N Q w M i i J O i (2)1-3/4X11-7/8 ML HEADER i z O 16'0" M W O M O C� 13'-0" 13'-0" 0 F' 26'-0" Q U 1. WALL TO BE 2X4 DF#2,9'-0"(9-91/2"TOTAL)OVER 2X6 ACQ SILL PLATE w/TERMITE SHIELD AND SILL SEAL UNLESS OTHERWISE NOTED. �* 2. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. �, �� '� .0j�°►�, Q 3. PROVIDE 2-2X8 DF#2 HEADERS OVER EXTERIOR WALL OPENINGS,�I Sc�,f�j��� UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 0 �i �. DRAWN: MH/MS FLOOR PLAN STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH °.4t,» SCALE: 1/4"=1'-0" SIDE FOR MICROLAM HEADERS. � � ��. � ,+� �. 1..i SCALE: 1/4" = 1' ,� JOB#: 4. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE �,�� $ I, lune 06,2018 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING i : ,"'.x HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. SHEET NUMBER: 5. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH A OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, T�^ �� N� I 250#CAPACITY. .,�,�_, ��.r' A_2 REVISIONS O O TW 636 00 00 eO© (2)2>6 HDR 1 I I I I 4 I 1 I I II II o II H I I 12 r 1 1 I I N � rn m I I so^x 60^ PULL DOWN U c Z 16" I I STAIR OHI I I I I IW.J I _j J I 00 I I O I I I I I I ^ I 1 I zt , I I I \ I I I I M I I A II II I 12 I I 1 I I I ov I IIII „ 2XIO DF#2 RE II I I 1 1 I I I I I I I I I I I I II I , W I I I 1 11 II � w I i I I I I I I (2)2 6 HDR TW 636 FJ-1-1 Z OH � O W 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. O 2. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 3. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND Isl ROOF PLAN DIRECTLY TO THE DECK ALONG EAVES. a O 4. USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. F- i rn SCALE. 1/4" = 1� 5. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 6. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. STORM WATER MANAGEMENT DETAILS 7. SUBFLOORTOBE3/4"(MIN.5/8') ROOF AREA:707 SO.FT. N.T.S. AT 100%WATER RUNOFF:118 CU.FT. PROVIDE(1)V DIA.X 3'DEEP DRYWELL Y DRYWELLS CAPACITY:126 CU.FT. N �1 w O tel, N F,-•�J Q S� M OGEE GUTTER-STANDARD 5" W NOTES: Z O O W O 1).EXECUTION; KQA).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. m 2).PREPARATION: �I� Q O / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. r r I = = B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR U U ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. V Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: ^ U A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 4 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. h�1 B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT +, ►w1,4'* -a CONNECTORS. eDRY 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEALCONNECTION WATERTIGHT. T. yELLS TO BE 10'MIN. 4).PROTECTION: � DRAWN: MH/MS SCALE: 1/4 —1 0A).PROTECT INSTALLED PRODUCTS UNT[L COMPLETION OF PROJECT, a'• "'i �.�AWAY FROM HOUSE �B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL , JOB#: COMPLETION. Op C June 06,2018 a � p or, SHEET NUMBER: 0 its REVISIONS 11-7/8 ML RIDGE ASPHALT ROOFING 2X6 COLLAR TIES 48"OC ___ 15#FELT UNDERLAYMENT % 5/8"SHEATHING � • 12 �Oo O� 10 �I/ 0 00 I rn R (D 1 � 00 (SEE PLAN FOR PULL DOWN STAIR) 3/4"SUBFLOOR ___ (n 1-3/4XII-7/8 ML CJ @16"OC M SHEETTOCK/FINISH N N m M TBD BY OWNER 16"OH � m 000 000 1100 000 0 2 w 2X4 STUD WALL 1111FIFIE] F 11a� o (TYPICAL) 7]::1 5/8"SHEATHING U 0) SIDING WITH m UNDERLAYMENT m 0) PER OWNER o s NOTCH 2"DOWN 2X6 ACQ PLATE AT SLAB FOR TERMITE SHIELD OH DOOR SILL SEAL •. ••� .. •"Y.•..J. .J..J . Y•..�.•.. r•..r� . ."Y Y.J.. .�..y . y.. •••Y• V.J.. .�..JY r�..r.. Y•Y• 4 4: µ 4 ................r.... .«r. O • •• :.i-.._.I,.,'_P"-j-' .:....-.�y.:.�,_•. .. .3 . ._ :.,- .. . a .yam ~>� `..r . < F:Y•A\a •_ 'K 4"CONCRETE SLAB,REINFORCED w/6X6 10/10 WWM •• Q•: 2"(MIN)CLEAN SAND OVER 6"GRAVEL �,•. 16"MONOLITHIC FOOTING (2)#5 REBAR z SECTION A-A. o SCALE: 1/4" = 1' w H w 0 O va a � w Q a rl ire 2. / / ® T. � z t � � � ►� f I � ® � I . � � ® J I ► J I Ili I I � FASTENER TYPE: SPACINf,. Na.EEW CR ANCHOR BASED ANCHOR MWITH16'OC 1 tin.EMBEDMENT LENG01 No.10 WDDD-SCREWS I \ \I I 1 ( NANCHOI n 1 S f f ( 1 ASED fr LENGTH 16"OC 1 I YY I 1 I ( I 1 FIA BED EMMEM H 1( I I I I 1/4n.dw.IAGSCREW 216"OC BAS ANCHOR n.EMBmMENT U14H TING I 1/2"APA RATED SHEATHy iII III) _'/ 1I�I Ii(1 I I\ 1 I• I� I1i I \ 1� 3S/H4E"AATPHAING � �o Y���>>w• N O GRADE PLMOOD J (ALTERNATIME.7/16"O.S.B.) 112"APADSHMG �OPLYWOODRNATNE7/16'OSB) ANRTYPE: SPACING:� I N!Oro�1 i�my� O 2%4 OFR2 I,y� -� No E WOOD-SCREW STUDS 1 BASE •S� D ANBECHOR 1(I"a< ( ' 1 I I f ®( ` I i I / i 1 a O WINDOW$ILL 2n.EMDMEM LENGTH G \ TYPICAL WINDOW OPENING No.10 WOOD-SCREWS I I ` I n� II' I ( _ 47m, BASEDANawRWITH 1r a ( 1 '11 � 86 0 PANEL SPAN EQUAL OR SMALLER rn.EMNEDMENT LENGTH tTHAN 4 FEETV/ .&.IAGSCREW ( I I j 1 f ' On BASED ANCHOR WITH W OC I 2 n.EMBEDMENT LENGTH TYPICAL DOOR OPENING FASTENER TYPE SPACING' Q U YWOOD ASSEMBLIES PANEL SPAN GREATER THAN 4 FEET 2- M DDFILTIPLE r2 STUDS CONNERED L..J No.S WOOD-SCREW , TOGETHER WITH STAINLESS STEEL AND EQUAL F SMALLER ORGALVIN=BOLTSW/WASHERs BASS EMBEDME WITH LENGTH aoe e �gs{yi�YRC THAN 6 FEET AND NUTS @ Z-W O.C. No.1D WOODSCREWS /• TYPICAL MULTIPLE OPENINGS 2' EN `�" "°` r i' Af'�, Ql . 21n.EMBEDMENT TEN aRH �y f PANEL SPAN GREATER THAN 6 FEET / �1i1/4n dl.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16^a p� � M�i, <1 THAN 8 FEET 21o.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL x r ,7 }� ',. DRAWN: MH MS AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) �,, I SCALE: 1/4"=1'-0" WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" - JOB#: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO °= COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL '.Z'` • June 06,2018 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. "QA 123 91 • SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ! REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD a BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATIONRAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE H THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q� ti M WALL STUD U M THROUGH-ROOF EXHAUST w a VENTS SELECTED AND METAL STRAP ` Ltt OCATED BY CONTRACTOR VENTILATION CHANNEL �� z °p RIM BOARD AS REQUIRED RAFTER SILL PLATE(S) RAFTERS MAINTAIN VENTILATION U c^y WOOD JOIST FOUNDATION TOP PLATE BLOCKING �- • - - - - - 2x4 LEDGER BLOCKING 2x4 SOFFIT JOIST 0 STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS i� OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0'• O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. " " " CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ��� 8 - 12RAFTER RT20 21-1/8 x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL / i i RAFTER � H WOOD JOIST �••-I Q w TOP PLATE GIRDER/HEADER (n U 1S7. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST O AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION INSTALL 4'0" O.C. FFFALLL/111 FFF�--i+++ 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. U INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I �- SILL GASKET t 1 I TYP. CONC. FOUNDATION A 6 MIL. SLAB LY DAMPPROOF EXTERIOR ` GRANULAR FILL ' V., 6MIL POLY ON EXTERIOR `' ' I - I /hhh�1NV/'MI • V . STEEL COLUMN f 1, o p ` e " ` CONC. SLAB I p �'• ♦, ANCHOR BOLT EMBEDMENT: POURED CONCRETE: 7" COMPACT FILL � � BLOCK WALL: 15" � p 's Y KEYWAY FOOTING o V A •.e� 0, �1 a s CONC. FTG. ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS N 0 �� t. ♦ (USP LBP558 OR BP583) % W � p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT _ I I I r Z > N DRAIN TILE p . ANCHOR BOLT CONNECTION - Q > 0 Z SUPPORTING MAXIMUM SPACING , SILL PLATE TO FOUNDATION OC W � CRAWL SPACE R FOUNDATION) 1 STORY 72" � 0 TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION STORIES 36" OC O W 0 2 0 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. (CRAWL SPACE R FOU DATN m WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC = O (SLAB-ON-GRADE) r-SUBFLOOR CONC. SLABffll G� 6X6 10/10 WWM DOOR FRAME COMPACT FILL GARAGE JOIST U DOOR USE 2X8 STEEL BEAM ^♦ FOR BLOCKOUT . F� r: •• 4" SLAB I #?a *"k P.T. PLATE W/ 6X6 WMM „\. SLOPE p.,...xa_A x� 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �� ^ • �� < 1 • e 7 1 2" (WITH A NAILING PLATE IF NEEDED) , '�'; •,•�p.� Q S�6t p e• ." ••' s• :• ••.• .• TO BE APROX. 1/2" OR HIGHER THAN �p . • STEEL BEAM TO ALLOW FOR SHRINKAGE RADe•p''iD, �!p'I DfJ •D •� .°• `` =I e 11e• e O a•eD0•ea.p JOISTS L-- (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) atj G d d 0•sxs W.W.M. ° 12" a e b. ,. DRAWN : MH/MS MIN. A'p / y NSCALE: 1/4"=F-0"0 n [ REINFORCING BAR D REINFORCING BAR : 0s0 S JCB#:C A4 DRAIN TILE 12" S LN EAM June 06,2018 s•! PL� E LTED TO BEAM) SHEET NUMBER: TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. <• 1• �► w•' •R REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT �`�yTF 0Ir 0 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE tom°® PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2}.RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH 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 TO TOP PLATE 10'WALL:4-Sd COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 Q meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. ROOF (GROUND SNOW LOAD) 20RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS(OTHER THAN TO RAFTER END NAIL SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 v precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR GAT.C) a 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 PER FACE NAIL U m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION M 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE " a 4-16d COMMONM � INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE N k y w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONv Z EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE cO v Ln attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL S s .., P g HEADER TO 16"O.C. FACE FIRE PROTECTION yn'" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v C) s 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL s in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONTRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION V PER 2x4 STUD END � 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: z FOUNDATION NOTES: Type II exterior factor inlls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING :1.2 GROUND WIND SEISMIC FROST determine intended heights of finished floor(s)above typical grade. WINTER ICESHIELD7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES concrete or masonry walls occuring in exterior or unheated interior areas. 8). JOIST TO:CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON PER TOE TO HEAVY MODERATE JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3.5. EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD o 5).Unless otherwise noted, slabs on grade to be 3000 p. Concrete to be 2-8d COMMON poured on 4 inch thick sand or gravel fill with 6x6 wire meshh r BLOCKING reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD w W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 F. 6).Crawl spaces to be provided with a minimum 18"x24"access opening-Install one attached with the above requirements. 3-16d COMMON Q 8x16 cast iron foundation vent for every 150 sq.ft.of area. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES 0 z 7).Dampproof exterior of foundation with bituminous coating as per section P406 of TO BEAM 3-Sd COMMON JOIST NAIL Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to back /1 0 filling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-116d COMMO O TO JOIST JOIST NAIL1--d 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section 8405 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: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 O FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. a H For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. OLn 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING O Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For F-LI 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Qom, SPACING SEE NOTES:1,3(BOTH FIELDS) 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of allWALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: between 4'1 and 6'0 and 2x6 wall o enin s between 5'11 and 8'9.Provide fire 7) All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings P g to girder(s). NAIL NAIL g () JOINT DESCRIPTION QT, SPACING and blocking where applicable. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. S).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8dCOMMON 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall PLUMBING NOTES anchors where applicable to all connecting joists. PANELS WFCM-SBC be used. 7/16"OSB 3"0.C.EDGE N 6d COMMON 6).Double u floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2 .Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y P 1 P J PP Y• g g p ) Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd 7" O.C.EDGE G>0.49.for framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. COOLERS � on plans. WALLBOARD 10"O.C.FIELD NO 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. W 0 other access openings unless otherwise noted(typical). FLOOR SHEATHING: M 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Z 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 QT SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. J W0 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. i� z O HVAC SYSTEM NOTES I"OR LESS Sd coMMo 12"O.C.FIELD O LLo 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section R602.8-FIREBLOCKING REQUIRED 00 under all bearing walls. 1).Mechanical subcontractor is all concealed draft openings(both vertical and horizontal) (7 res off Q C responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut o and to form an effective fire barrier between stories, p and between a tostory and the roofspace. O < 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. MM _ � needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. I-il 2 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. " H 11).Unless otherwise noted,all roofs and walls to equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. p� have a minimum 1/2"thick, Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed H V Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. f" 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, y3rwF.- over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 3 ,1 ` 1).All electrical to be installed as per N.Y.S.Residential Construction Code. ^^ 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and , ceilings and over furnace to have 5/8"thick t 2).When wall sheathing is continuous over connected g type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces >�f t,�i"IN a��yf to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. �♦ '+ . DRAWN: MH/MS 3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per foot. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or9:�f SCALE: 1/4"=1'-0" 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of �s. PP q pp g g p SOIL COMPACTION: flame and products of combustion. JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR r s • f , June 06,2018 161. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. be`-installed with a foam sill gasket and cop-r-tex termite shield or approved equal.be pressure treated.Sill plates to DED. k SHEET NUMBER: contact with concrete REMOVE AND ADD ADDITIONAL FILL AS NEE iAll sill plates and wood t � uz2�� 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: C1� N ! DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE . ^ A�6-,.,r SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.