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Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 7/28/2015 No: 37677 Date: 7/28/2015 THIS CERTMES that the building SINGLE FAMILY DWELLING Location of Property: SCTM #: 473889 2870 Henrys Ln, Peconic Sec/Block/Lot: 74. -1-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed inn this office dated 4/9/2013 pursuant to which Building Permit No. 37956 dated 4/19/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, two car garage under and rear deck as applied for. The certificate is issued to Radich, Keith & Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0003 7/15/15 ELECTRICAL CERTMCATIE NO. PLUMBERS CERTIFICATION DATED 37956 12/29/2014 3/6/2015 George J. Berry, Jr. Au o ' ed S' ature Fat a TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) - Permit #: 37956 Date: 4/19/2013 Permission is hereby granted to: Seven Cats Invstmnts LLC 3007 Ave F Holmes Beach, FL 34217 To: Construction of a new single family dwelling as applied for per NYS DEC and Southold Town Trustee Approvals. At premises located at: 2870 Henrys Ln, Peconic SCTM # 473889 Sec/Block/Lot # 74.-1-1 Pursuant to application dated 4/9/2013 To expire on 10/19/2014. Fees: and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - NEW DWELLING $1,083.20 $50.00 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 l % 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. ' -S New Construction: Location of Property Old or Pre-existing Building: IT" House No. Owner or Owners of Property: �Fv\ Y_ Street (check one) Suffolk County Tax Map No 1000, Section Block Lot Subdivision �1 Filed Map Permit No. 3 � 15� Date of Permit. 7 —1 7" 13 Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 50,&C2 Lot: _ Underwriters Approval: Final Certificate: (check one) Hamlet /90-a prll�,J Ap icant Signa ure Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rtp_town.southoId. ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Radich Address: 2870 Hanrys Ln City: Peconic St: NY Zip: 11958 Building Permit#: 37956 Section: 74 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Klotz Electric License No: 38886 -me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 55 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 14 Smoke Detectors 2 Main Panel 200a A/C Condenser Single Recpt 4 Recessed Fixtures 29 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances 1-dw Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches 57 Twist Lock Exit Fixtures TVSS Omer Equipment: 200a under ground service, 6 -combination smoke/co detectors, 2 -exhaust fans, 1 -well pump, 15 ARC fault circuit breakers, 5 -combination GFCI/ARC fault circuit breakers, 1 -generator recpticle, 1 -future AC disconnect Notes: Inspector Signature: Date: Dec 29 2014 81 -Cert Electrical Compliance Form.xls Town Hall, 53095 Main Road P.O. Box- 1179 Southold, New York 11971-0959 FD LP MAY 4 2015 P 11 -PT OF 'OUNIOLD BUILDING- DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No.. S 2 9 S Owner. (please print) Plumber: C f__0 %-C r- - :112 -I (please print) Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system -contains less than 2/10 of 1% lead. (P hers SignWe) W Sworn to before me this X'6 day of M:p 20 /7 Notary Public County ��pP SOUlyo #+IL Co�ao ��OOUNiV,NccY� TOWN OF SOUTHOLD BUILDING DEPT® 765-1802 INSPECTION Vf'FOUNDATION 1 ST ROUGH=L FOUNDATION 2ND INSULAT FRAMING /STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) __ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR' ��P /✓ h O • h0 C OOU ou TOWN OF SOUTHOLD BUILDING DEPT® 765-16®2 Mr's I I Le DATE INSPECTOR SOUrHolo TOWN OF SOUTHOLD BUILDING .DEPT. 765-1802 INSPECTION, [ ]FOUNDATION 1ST [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION �]'�LECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: W DATE � � INSPECTOR SO(/l�,ol � o cOUM'!,�"' TOWN; OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N FO DATION IST 17PLUMBING ] UNDATION 2ND [ ]INSULATION FRAMING /STRAPPING [ ]FINAL ] 'FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION 12C11AABllift. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING. DATE -9 ff d, 4 INSPECTOR s o��OF SO[/lyol ��'YCnnertv 0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] FIAtff.N PLUMBING [ e/� INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (FINAL) [ ]CAULKING DATE �"' �4 INSPECTOR10 pF SO(/Tyo� cOUNi'1,` 1� TOWN OF SOUTHOLD BUILDING DEPT. 766-1802 INSPECTION, ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAIIT PENETRATION [� ELECTRICAL (FINAL) [ ] CAULKINS',. �r. K62:7 SOF s0 13 � yo cou o h �O TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 I Ll [zl J =Lei A ROUGH PLUMBING ®L'K.AAIMMr9M. 0 SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthF'ork.net PERMIT NO. a Examined '20 Approved 20 Disapproved W Expiration '20 BUILDING PERMIT APPLICATION CHECKLIST INSTRUCTIONS Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: KEITH RADICH 3005 OLE JULE LANE, MATTITUCK, NY 11952 Phone: (631) 298-2046 Date 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. 11 e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 3005 Ole Jule lane, Mattituck, NY 11952 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder CONTRACT VENDEE Name of owner of premises SEVEN CATS INVESTMENT LLC. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: 2870 Henry's Lane House Number Street Peconic Hamlet County Tax Map No. 1000 Section 74'$Tock:; Lot_ Subdivision, ;,r,,.:,Filed•lYlapNo:_ Lot 4 a^S'.f4r' 11�•. I jG 2. , State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant Lot b. Intended use and occupancy Single Family House 3. Nature of work (check which applicable): New Building x Addition_ Repair Removal Demolition Other Work 4. Estimated Cost $175,000 Fee Alteration (Description) (To be paid on filing.this application) 5. If dwelling, number of dwelling units 1' Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each'type of use. NSA 7. Dimensions of existing structures, if any: Front Rear. Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front Rear Depth _Height Number of Stories Dimensions of entire new construction:. Front 48 Rear 48 Depth 30 Height 25 Number of Stories 2 9. Size of lot: Front 200, Rear- 22441 Depth 10. Date of Purchase TBD Name of Former Owner 11. Zone or .use district in which premises are situated R 40 200 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re -graded? YES x NO Will excess fill, be removed from premises? YES NO x 14. Names of Owner ofpremises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 1 00'feet of a tidal wetland or a freshwater wetland? *YES x 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 x * 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 i KEITH RADICH being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the CONTRACT VENDEE (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. Sworn o before me this days' f �� 20 13 �"�l a,e.1� a 6/ Not(jPub l 5. WORM \ Signatwe of Applicant UVJ No. Gayoffim QNNQd i® Sam camly C COMMISSIOM Evins marsh 3,20— — ISSUED TO: SEVEN CA'T'S INVES TMENTS .LLQ PROPERTY AD'DRESSm 2870 HENRY'S LANE,'PEC IC, SCTM# 74-1-1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopfed at the meeting held on lebrdaty 22, 2012, and in consideration of application fee in the sum of $250.00 paid by Seven Cats Iiivestmeints Lt and `subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a single-family- dwelling, driveway and sanitary system; with the conditions of a lane of staked hay bales along the 13' contour lime. and along the 100' to wetlands boundary lune; ghe installations of gutters to leadets'to drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code - Storm Watpr,RuIlnoff;,.gny trees. greater than. 811 in diameter outside the building envelope are to remain; and as depicted on the survey prepared by 4.ohR C. Ehlers Land Surveyor, last dated Pebruary 29, 2008, and stamped approved on .lune 15, 2012. IN WITNESS' WHEREOF;,the said Board of Trustees hereby causes. its Corporate Seal.to be affixed, and these presents: to be -subscribed by a.majority.of.the said Board as of this datg. John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee # 1093C BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIAN Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Nn 'AY- a 4"12015 DI DG `.'r PT To"! '. 0 yu I ;�o! Date: January 30, 2015 THIS CERTIFIES that the construction of single-family dwelling, driveway, sanitary system; gutters, leaders to dUwells; trees greater than 8" in diameter outside the building envelope remaining At 2870 Henry's Lane, Peconic, New York Suffolk County Tax Map # 74-1-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 31, 2012 pursuant to which Trustees Wetland Permit #7740 Dated February 22, 2012, 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 the construction of single-family dwelling, driveway, sanitary system; gutters, leaders to drMells; trees greater than 8" in diameter outside the building_ envelope remaining. The certificate is issued to KEITH & BARBARA RADICH owners of the aforesaid property. .W_ Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03790 PERMIT uncier the Environmental Uonservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: GREGORY K JOHNSON JOHNSON PROPERTY 3007 AVENUE F 2870 HENRY'S LN BRADENTON BEACH, FL 34217 PECONIC, NY 11958 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD, NY 11971 (631) 7654330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 712.194 NYTM-N: 4547.453 Latitude: 41'03'02.4" Longitude: 72°28'30.4" Authorized Activity: Construct a single family dwelling with an on-site waste water treatment system. All work shall be done according to the enclosed plan stamped "NYSDEC Approved." Permit Authorizations Freshwater Wetlands - Under Article 24 Permit ID 1-4738-03790/00001 New Permit Effective Date: 1/16/2009 Expiration Date: 1/15/2014 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY 1 790 -3409 Authorized Signature: Date Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MW Facility DEC ID 1-4738-03790 PATRICIA C MOORE Distribution List 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: FRESHWATER 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 John C. Ehlers Land Surveyor, dated 06-07-2007 and last revised 11-25-2008. 2. Notice .Covenant The permittee shall incorporate the. attached Covenant (or similar Department-. approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 3. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance shown on the approved plan. 4. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. 5. Straw Bales Prior to commencement of any construction activities, a continuous row of straw bales shall be staked end to end along the Limits of Clearing, Grading and Ground Disturbance as shown on the approved plan. 6. Straw Bales to Be Entrenched Straw -bales shall be entrenched two to four inches into the ground Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lqw Facility DEC ID 1-4138=03790 7. Clean Fill Only All fill shall consist of clean soil, sand and/or gravel that is free of the following substances: asphalt, slag, flyash, broken concrete, demolition debris, garbage, household refuse, tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. 8: Equipment Storage 100' from Wetland, Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 9. Seed, Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass,. and mulched with straw immediately upon completion. of the project, within two days of final grading, or by the expiration of the permit, whichever is first. 10. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 % area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 11. Fence or Plantings Either a fence or row of evergreens will be installed/planted as shown on the approved plan. 12. 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. 13. 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. 14. 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. 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 require, remove all or any portion of the uncompleted structure or fill and restore the site to, its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03790 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and•SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit -to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 4 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION' Facility DEC ID 1-4738-03790 1 ,. e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal 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 ights-ofway 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 5 of 5 SWPPP Assessment FORM: 0 2 ift ORT Quamed k SURGE co ay r'0mmingsdo® &PIM maffth 3,20 _ a Town Southold - Chapter 236 - Stormwater Management of Assessment Form SWPPP o Storm Water Pollution Prevention Plan GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner -Agent • Consultant -Contractor or Other (Circle 0ne) Property OWNER., of Different than Applicant) SEVEN CATS INVESTMENT LLC KEITH RADICH (CONTRACT VENDEE) Address, - 3005 Ole Jule Lane, Mattituck, NY 11952 Address: 3007 Avenue FL. , Holmes City, FL 34217 Te hone# come I44-4044 Telephone#: Fax.#* 631 298-2046 Work E -Mali: kradich@optonline.net E • Mali: Property Address: 2870 HENRY'S LANE, PECONIC Brief Description of Construction Activity,, Proposed Structural BN[Ps, Soil Stabali fion Brio's, rt*ct Scope and/or Sequence of -Construction Activity (Provide Additional Pages as Needed) S.C.T.M. #: 1060 74 1 MG -Md vection Block Lot ____________•-_-.___e___---_•_-..-------- ,. Name of ContractorandlorContactPersonResponsibleforImplementationofSWPPP: TBD SEE ATTACHED PLAN AND NARRATIVE _________ __....__,_.-.--_.._.. _ ._ __ ,_-__-._.__---I-.-_'-_------ ..__.._._...._,.___..__.. , -------- ------ ------------_-- Address:_.,...__,_____..._,.,_ Telephone#- Fax#: E -Mau. Name of Persons Responsible for Installation & Maintenance of Erosion Control Practice: TBD------------------------------------•-•------- --------------------------------------- --------------------------------------------- --------------------------------------------- --------------------- --------- ---- ----- - ---------------------------- ---------- --------------------------------- Address: Telephone #: Fax #: E-Mal): E -Mall: Total Area of Ail 42,440 /.9743 Total Area of Land Clearing t 4,447/.332 Project Parcels: and/or Ground Disturbance: _.--__-----.--_------.._.,.-----.-.,,.-_-..-- --_-- ------- .-...-..-..,...,.,__--___.._.,----------------- Project Duration, Start End (Anticipated) 540 Date: TBD Date: (NumherolCelendarpays) _ _ - - ---•.------- Will this Project Disturbs five (5) or More Acres at Q ® Any One Time During the Proposed Development 7 Yes No --_--_-__--_.-.-..__n_....__.._-- -""" " _ .-_--•--•-•--�----•-----•-----•-------------- -__-_-- If YES: Please Answer the Following! a. Does the Applicant have a Qualified Inspector On L List the NAMES or description of all Potentially Impacted Waimbodies and/or Wetlands: Staff To Conduct the Required Inspections ? Yes No Frequently the Site = ® b. Does the SWPPP Indicate How, Inspections will Occur and for What Period of Time ? Yes No Wetland area.souft pp„propeAy {Drainage. -,Area} c. Does the SWPPP Adequately Identify Alf Temporary ® ® ----------------_-_--__--_._-_.--_...----..__,•--•••_,-___-_- and/or Permanent Soil Stabalization Measures ? Yes No d. Does the SWPPP Adequately Identify a Complete 0 = Project Phasing Plan ? Yes No Status of Impacted Waterbody: (eg: TMDL, 303(d) listed, Impaired...) e. Does the SWPPP indicate Additional Site Specific ® = Practices that Will beUtilized toProtect Water Quality? Yes No _ __._.__.__._._.__ __._.__ __---- f. Has the Applicant Submitted a Completed DEC Notice Form for Review �� Type of Impacted Waterbody: (eq. Lake, Creek, Bay, Pond, Sound, Freshwater Wetland...) Of Intent and SWPPP Acceptance Yes No Drainage_Ditch______ by the Town ofSouthold 7 •_._._,_._.__.__...___...__..._-.__-__ STA11:, OF NEW YORK, SS COUNTY OF ........ 4.......1.... KEITH RADICH �g duly swom, deposes and says that he/she is the applicant for Permit, ThatI . .......................aIV,N..,..,...wi......-...-.._.... (Name of individual signing Doaxnent) And that he/she is the CONTRACT VENDEE................................................................:.......... .................:.................................... ..,,,,.....,,,.-......... (Owner, Conlrador, Agent, Corporate ONicer, eta) Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ...........dayof.....1.................Notary t;� Public: ........... ..' ... �........... y.1ffi � �ttML9Q (Signature of ppficant) SWPPP Assessment FORM: 0 2 ift ORT Quamed k SURGE co ay r'0mmingsdo® &PIM maffth 3,20 _ a eO$9�`r L�_A T.O.S. I1SWPPP"" Preparation Chapter 236 Storm Water Pollution Preventicodn Plan Revie Checklist Checklist 1 vv For Department Use Only: S.C.T.M. M Property Address: loco District Section 761ook Lot , REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS:s i i i YES NO , N.A. , Explanation for No or N.A. Plan Sheet Location (pg. #F) (Does the SWPPP Adequately Provide for andlor Indicate the Following:) , t 1, Drainage Calculations & Stormwater BMPs Designed to contain a Two Inch Rainfall ; �; Q;_ ._ __ __ __ _• _, _,._, ,,, -.,-._ _ __ _ _ _, „,,, •„ „,_ ,_-„ _, _.,_ -„ .. _- .., -..,, .__. __ _. _. _._ (.� . -On-Site_ Sequence Proposed Construction Activities �- 2. Construction Phasing Plan ]ndreating of 3 General Locattan Ma 1�'�A p1 t� _.,_. P _ _ __ i�ri�l`-moi_. _._.__.___..^. _. .. ...... .. _._,-- -_. _. ...^...... ... .. .. _..__. ___. _. _. •. ..._...-_-. _.,�:_._ _.� 4. Dra,ange Site PlanDrawn to Scale at Sixty (6q ).feet to the Inch or larger Indicating the Following a_ _,Location an d_Descrjption of Property Boundaries;......_- Acreage; (fit ®,®i _, b_ Site c. All Existing, Natural and/or, Man Made Features on and within 50' of the Property_ Boundary; �0 i_ „„ ,,. _, .,,, ,•..- ..- ._,_,. ...:......_,_ _. _.._ ._ ._,. ,. _ ._ ._ ._ ..... _. _ _ ._ _.. .......... ..... .._. _. _.._ d. Test Hole Data Indicating Soil Characteristics & Depth to• Seasonal _._.-• -____.__..__ _-._.____-._ e. Contours Indicating Property Elevations Min.:i ; D (� _. _.._ ._ ...... _ _..___ _ ._,_ __ ..... _.._. _. _.,_ _ __...,....... _. _ ._ ._._.. _. ___. _. _.._ ._ .. _........,.._..-.- i f.- Grade &Finish Floor Elevations for Existing and Proposed Structures; ^ i Q i �, ©� _ •_,,. _,. _. _ ._ _._ - ._ _. .. _. _.._ ._ ._ .._.__. _.._.._ ......... _. _ ._ .... __ _... _. _ ....___....... __. _. _.... - f .Spot g. Location ofi W66aWkeii& Isolated "firees with i Minimum Dlmens#ori of fl? Diameter; - 'h. SdilConservationDisfrictSoilSurvey. E0 r 5. Background Information about the Scope of the Project, Location & Description of the Site, Changes to the Site and Ail Existing Development on the a te_Including .the Following. 3 i i . _, •-, _. _ •- •_ „• ,_ ,,, _, _, _, _ •_ ._ ._ ._ .,-,,, _,. ,. ,,, ,., ,_ -, ., _„ _. _ __ __ _. _....... _. _. _. _. _Proposed AiltmpLoVeRleOtSjRRludingi9tal.Afaa,pfLSRd_Ri�tur4ance8rTotai$tteArea,____. ._7i _._._._._ ._.-_-.•---•__-.. _____...-_._._._.....------._........_._._._._.__. _..._a,. b. All Excavation, Filling, Stripping & Grading Proposed and Identified -as to depth, Volume r ' of.Materialstnvoly_ed�___.._._.,.._...._.._._..._--_..-.-.----__._._.._......_._._.___.__.._._.__..,_.. .__._._._......_. _. _......._.&_Nature -._ c_ All Are d. All Areas Where Topsoil is to be Removed , Stockpiled and where Topsoil will ultimately be placed; _All Temporary &Permanent Vegetation to be Placed on Site; e. t i ®r 0, f. Ail Temporary & Permanent Storm Water Runoff B -MP Control Measures Proposed:.- Peak _ g.^Anticipated Pattern of Surface Drainage During Periods of -Utilities �, - h. The Location of all Roads, Driveways, Sidewalks, Patios. Structures, & Other., • - •Temprirary ., , •i i ,,_ ,-,_._,• „_._. _ _ _ _._._ .. _. __.. _. _.._ ._ ._ ._,._.. _._ ..'. _ ........__. __ _ _ _, _ ..... . ...... .._. _. _._. -' -• -.•- .- .. linp�ovemenfs; �lricluct'ing Access & ConsWcGon Staging Areas; I. Tire Existing & E trial Contours and or Spot IL Cevatlons of fli site. t i � , 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion, Sedimentation & Stormwater Runoff Control Measures. 7. DescriotionofPollutionPrevention Measures the will be Implemented. ,,__be ____.___._._.____....... ;Di®i•-•--••--•-•-••-•-___.__.__..._„._ ..,._......._.___,____,_.„_.. ,....._ __.__.^,_,........ 8.� A Description of the Minimum Erosion & Sediment Control to Practices Installed and/or a ,� ___lmplementedforEachConstructionActivity-thatwillresult InSoil Disturbance. --- 9. DescnptionofConstruction &Waste materials ExpectedtobeStored OnSite._ _,_•_ ____��I�iOw_„._._,___.__ , r- _ ...... _____... .„..._.___. _..._..____..___.____., ._,.„.........___ 10. Temporary & permanerit Soi3 Stabfiization Plan that meets the'Current Version of the ' ' New York State Storm Water Design Manual Technical Standard. 11. General Site Plan and ConstructionbrawingsfortheProject________________. ,Qr�r�4 _._,_ .__,_ _._.,..,..,..._. _......__...__.._ 12. Dimensions, Material Specifications,& Installation Details for Al Erosion& Sediment Control Practices. ------- ___-..__ 13. Temporary Practices that will be Converted to Permanent control Measures. _ --•-_-------------.-�-•-• -••-•„----•-•----•-•-•-•-•„-- •e'�i®iDi_--------------------- _____..__._ „.„ _ _. i 14._ImplementationSchedule for Staging TemporaryErosionControlPracticeorBMP,_________i(��0;�__,__._., ^. ,_,_.„_...,...._.:._„.__.. __..„_....,,.„.,.,...,...._,.._...._.__....._......,.......... 15. Maintenance Schedule to Ensure Continuous & Effective Operation of Eros{on & Sediment Control Practices. 18. Names of.Potenllal Surface Waters of the of of New York andlor M84 that may be ImeactedbyDeveiopment 17. Delineation of Storm Water Control Plan Implementation Responsibilities for Each Dart ofthe, r_5Efl:©�Q�____,_.__,.•_„,,,,.„,,,,,,_,..,„_._..___....„._.._...,.....,._.........___.__.__.......„._..._._,_-_..._ Project ConstructionSSite. _.________.________.____---_ ._ __,________ .. gD_.__, 18. AllolherExistinatathatDescribesStormWaterRuno_ffand/or Natural Drainage Constructin , ; i_____.___._._.._-__ ' ' r �•i�',/Z 19. Identification ofAll Contracto s /Sub -Contractors Res onsible for {nstallin , , Repairing, Replacing, Inspecting and Maintaining the Erosion & Sediment Control Practices. ! ! Storm Water Management control Plan cneciciist n -i : us -7z basurr¢kDEC "SWPPP" Preparation - Chapter 236-19 Storm Water Pollution Prevention Plan Review Checklist Checklist # 2 (Additional Items to be included with Checklist # 1 when Article III is trigered.) For Department Use Only: S.C.T.M.#: Property Address: 1000 t1 — CL_ 1-s7let sfic"o 91_ock Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i YES iNO ; N A. i Explanation for NO or N_A. Must be Approved by SMO Plan Shoot Location (pg. #) (Does the SWPPP Adequately Provide for and/or indicate the Following:) t , E 1. Doee Plan Indicate and/or Show all Items Require by - eck ist� T1 "_in this Packet s th 2. Does the Plan Indicate and/or Show a Description of Each Post-Constructlon Stormwater10 ---ManagementPractice ?__.__._.._..._.._._.___.._.-.-_-•-_----___.._.____,..-�._. 3. Does the Site Plan/Construction Drawing(s) Indicate and/or Show the Location & Size of ®1®I Each Post -Construction Stormwater Management_ Practice ? 1 E r 1._ ..,..... _..._. _ _ _. _. _ ,_ ._...... _. _. _ ,_ ..... __ _....._ ...,, .......:........- 4. Does the Site Plan/Construction Drawings) Indicate and/or Show Hydrologic & Hydraulic Analysis _ _.._ .. _.............. _... For All Structural Components of the Stormwater Management System for Applicable 5. Does the Site Plan/Construction Drawing(s) Indicate and/or Provide a Comparison of Post- Development Stormwater Runoff Conditions with • Pre -Development Conditions ?_ _ _ ._ ... 6. Does the Site Plan/Construction.Drawing(s) Indicate andlorShowAEl Dimensions, Material 11 E ___ _-..._-__.-_._._._.__..._.._.__._.___._._.._.___--_-..._..-._._..-._.----.._.-•--.---••-__--._._...-._.__..... Specifications & Installation Details for Each Post Construction Stormwater Practice 7 �'"j� _ _ _._..-..._,_._._._.__..____...__---__-__--_.__...._._--__- 7. Does the Site Plan/Construction Drawing(s) Indicate a Maintenance Schedule Provided by Each i Q i the Constractor(s) to Ensure Continuous & Effective Operation of Post -Construction lJil �i Stormwater Management Practice ? E I E 1 8. Does the Site PlanlConstruction Drawing(s) Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection andRepair?_._.._.-•__•_•-•-•__..__._._._--_.__._...._...._.__.._._._._._..____.__-____ .-._._...t I t +._._.._._._........._._._._.._._.__.__._._.._........_.._....._.._,__._--•--._..._..__._._._..... . _.___..__ 9. Does the Site Plan/Construction brawing(s) Indicate and/or Show Inspection and Maintenance Landowners ? t®aI�IE Agreements that are Binding on All Subsequent 10. For All Activities meeting the Threshold in 236-19(8)(1), the SWPPP shall be Prepared & Signed By a Professional in the Principles and Practices of Stormwater Management & Treatment Who _Who Shall Certify thattheDesign Meets the Requirements ofCha pter.236_ 11. Does the Plari Indicate and/or Identify Afl PotentEal Sources of Pollution which may affect the ®101 t Qualityy of Stormwater Discharges ? r 12. Does the Pian Provide Documentation Supporting the Determination of Approval with Regard t I 1 i-------- toHistoric _Places _ or Archeological Resources that Includes the Followin ------- a. Information whether the Stormwater discharge or land development activities would have f E I E an'effect on a property that is listed or eligible for listing or eligible for listing on the State----r ---nal----erofHistoricPigges;-_______________-_--__----__ _� i i e-----«�--------•--------•-•-------�-----•---•-------•-•--�----------- ----------------------- -- bµ The Results of Historic Resources Screening Determinatlons that have been Conducted yC]EC�iI�----.._.-,-------------------.--,------------------------------------------------------ Desch"prion of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, E t E 1 •- •.. •. c. E r 1 E or Eli ible for Listing, on the State or National Register of Historic Places; and ® � __, d. ^Where Adverse Effects May Occur, Any Written Agreements In Place with the NYS Office- of Parks, Recreation and Historic Places (OPRHP) or other Governmental Agency to FQ r 17-1, r-"' Mitigate Those Effects. 1 1 t I 13.-AOe'scrlptionof the 8oil(s)1'resentattheSite,Includingtrildentlficalionofthe-_W---_y-« I c H draulfc Solt rouI 14. Identification of Any Elements of the Design that are not in Conformance with the Design manual, Including Reasons for the Deviation orAltemative Design and a Description _oftheEquivalencywlthtechnicalStandards._____--_--_-_-_-„---__-_-«-------I t I t __-_-_.--_ II t r- -__ .__wW 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the E ®I ®1 I ___ _� ___-___�____ �--_.-----...,.._ _ _-__-------,...__.. _.._.-- Stormwater .gement ControlSystem� __ __»_la i i 16 A Detailed Summary, with Calculations, of the Sizing Criteria that was Used to Design i 01®+ ---«»-__--.._ O t All Post -Construction Stormwater Management Practices. ___ t I 1 I __._ ..."._ __.-_._.._.._- __ »_ _____________---------- 17 M Operations and Maintenance Plan that Includes inspection and Maintenance ---_.., __.." .•.- •- Schedules and Action to Ensure Continuous and Effective Operation of Each Schedules Post -Construction Storm Water management Practice. 1 E t Storm Water Management control Plan cnecxrrss e c -- 03--12 ®FICATown of Southold - Chapter 236 - Stormwater Management TION STATEMENT CONTRACTOR CERTI Prior to the commencement of construction activity, the owner or operator must identify ALL contractor(s) and sub-contractor(s) that will be responsible for Installing, constructing, repairing, replacing, inspecting and maintaining the erosion and sediment control practices included in the SWPPP; and the contractor(s) and sub-contractor(s) that will be responsible for constructing the post -construction stormwater management practices included in the SWPPP. The owner and/or operator shall have each of the contractors and/or sub -contractors identify at least one person 'from their company that will be responsible for implementation of the SWPPP. This person shall be known as the trained contractor. The owner and/or operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION 1 hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I -also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES") general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, l understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. " NAME Ties aafe: In addition to providing the certification statement above, this page must also identify the specific elements of the SWPPP that each contractor and/or sub- contractor will be responsible for: Specific SWPPP /Element: -----_. ------ ------------------- _. ,___-,_.._.__------- (PleaseDescribeHere)M•__�_•„—•__„___----_-- —__—_-----. ------ —-•------------- -------- NAME and TITLE of the Trained Contractor(s) responsible for SWPPP implementation; NAME; nee: cera: NAME, address and telephone number of the Contracting Firm; ----------------- .-_---_-._.,_,--__.,_---------------•- Property Address and Suffolk County Tax Map Number of the site; _-__ � -- s-� --------------•------ _-_------_� S.C:T.M. #: 1000 1 � I District Section Block Lot The owner and/or operator shall attach All certification statement(s) to the copy of the SWPPP that is maintained at the construction site. If new or additional contractors are hired to implement measures identified in the SWPPP after construction has commenced, they must also sign the certification statement and provide the information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or Inspection reports, the owner and/or operator shall submit the documents in both electronic (PDF only) and paper format within five (5) business days,.unless otherwise notified by the Department. Certification Statement FORM: 03-12 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 tr SQ�jryD courm,�'� Telephone (631) 765-1802 d (631? 765- 5o[[Qa02 .ny.us roger.nchert own.sout BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION UESTED EY: g C D,rt H c v r -z- Date: pany Name: ; to t ,2_ L~ l e c f r,'c, e: Ra5ert Pitot -z_ No.. s: P.D. 13014 No.: _ 6'3/_ q 3 3 "07q6 -- JOBSITE INFORMATION: (*Indicates required information) *Name: p� *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: X51/ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) A -Se�-,4-0I�� (Please Circle All That Apply) Is job ready for inspection: ES NO Rough 'in Final *Do. you need a Temp Certificate: O/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 15000 300 350 400 Other *New Service: Re -connect Undergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 tio��OF SOUIy 4 Telephone (631) 765-1802 roger richert(a_`wn souif9ioQd.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- 1c ` Date: i Company Name: Name: License No.: Address: Phone No.: ® 4 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: t � *Cross Street: *Phone No.:C/ acnw6 M('& Permit No.: _ Z 719 Q0 Tax -Map District: 4000 Section: Block:_ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: (Please Circle All That Apply) *Is job ready for inspection:YES NO Rough In Final *Do,you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION �---- n r7- r--\ 824INuest for Inspection Form Keith and Barbara Radich 3005 Ole Jule Lane Mattituck, NY 11952 To Southold Building Department, We would like to formally request a 6 month extension of our Building Permit for our new house in Peconic. Our current permit expires in October and we are still a few months out before we can apply for a CO. Building Permit # 37956 2870 Henry's Lane Peconic, NY 11958 Tax Map - District: 1000, Section: 74, Block: 1, Lot: 1 Thank you Keith and Barbara Radich E C E 0 ll AUG 2 8 2014 BLDG. DEPT TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 February 10, 2015 BUILDING DEPARTMENT ; '. M'0�j do Keith & Barbara Ra(iche 1962 C, RE: 2870 Henrys Lane, Peconic -� TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax(631)765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of $50.00. ` l Final Health Department Approval. ----f Jl �� Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37956 — New Dwelling ,-� -)5 5z 3795-)o ONO 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C, YAPHANK, NY 11980 Health Department Ref. No. (631)852-5700 0 0 Q APPLICATION FOR EXTENSION, RENEWAL, OR TRANSFER OF EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL. AND WATER SUPPLY FACILITIES FOR SINGLE FAMILY DWELLING PLEASE TYPE OR PRINT LEGIBLY EXISTING REFERENCE NUMBER Tax Map No. Dist. � Sect. Block Lot NAME OF APPLICANT (C— i �U (If name is different from original applicant, see instructions for transferring a permit and complete section 6 below) Mailing Address Phone' j q 3,3 NAME OF AGENT (If not applicant) 9\44 I lei � [ Mailing Address Phone DATE OF ORIGINAL APPROVAL (If more than 6 years old, a new application will be required.) TRANSFER OF PERMIT: I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; SIGNATURE OF ORIGINAL PERMIT HOLDER/AGENT PRINT NAME DATE MAILING ADDRESS PHONE Application is hereby made to[ I extend, Pfrenew, [ I transfer for a permit to construct in accordance with this application, surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct, and that all work shall be done in accordance with all applicable Town, County, State and Federal Laws. "Any false statement made, hereirr-i able as a misdemeanor pursuant to 5210.45 of New York State Penal Law." Signature.of Applicant Date P' ame of Applicant Title �TC,IC( p, If you are making Substantial revisions or modifications to a project that has already received a permit to construct from the Department, or it the permit is more than six (6) years old, a new application will be required. Renewed permits are subject to any changes in standards enacted after the approval date of the original permit. DEPARTMENT USE ONLY Permit is' xtendedRenewed/Transferred Until D Number of Bedrooms Approved Signature of Department Representative Date D per' l WWM-104 (Rev. 8/05) Page 1 of 2 SURVEY OF PROPERTY SITUATE: PECONIC N TOWN: 5OUTHOLD LI/ SUFFOLK COUNTY, NY -7 1c E 5URVEYED: 06-07-2007 1 � HD SUBMI55ION: 12-I-7-2007 Z�`�\'�� REVISED: 2-2q-2008, 04-09-2008 ��1k' r-jrJ° 05-05-2005 ,11-25-2005, 08-04-200cl t� SUFFOLK GOUNTY TAX # 1000-14-1-I \ o s°• c \ \ \ 0167 MTO: ��� / 5EFTI6 DE516N (GMW18X K. JOHNSON i9Vo \ Test Hole ��� ��-a!� �J�16 - �o s�A / Z McDonald q�° e�` ti ® 1 - Ti --------------- MV °"�� � Z `� , " 1 - O c / PL D MA N.Y.S.P.E. LIG. #70501 02-21-200-7 � (vs®�p1,Oxov- pu ; DARK BROWN@���"\m� rO �'a/ e - y^Y��eLE II`iv GOTJ ION -0 �D '�9 /q^ / ��- OL CLAYEY LOAM 1Y �— —'` / c c GH BROVAI GLA WATER ATER IN �.s�es'_�",,�"+' \��tO// h% $(03 ` A cRi`II Q RVQ ¢ <\�I ? . < / \/ \ /n0 / / �� T/C / / /� g`/�tG ��y�1/�" _' ��I � .`I {f moi_I �I d• h1i .'ii #GH ¢INS G BROWN CLAY A� 0 AND � SANDY CLAY �p .eq'�'��/If /! /" �- �/ \ �,+'�T — 1 'Yvl�fyO ��'1L� wJ �In C'(�•Ot\N E' 48' °b `s <� - ;\ \, '1 I Oh/ f`'" % SFO, T U -z�,�o WATER IN C\, BROWN FINEC ,camag\�\ \J< TO , lO ` �; `-,1, �C/S�`'� I,�'ti `i\ / \ GRADE P OF WALL El NOTED SP MEDIUM SAND WELL 0 NOTES: ears 12^ O.C. 0 0- .. GRADE rtJy tlt1 a IFOR � q � � \ I p® v � qa Bars B' O.C. E.W. �F �?��04 Dowele ® 12., O.C. a�S ®� + �'V,sp��<\�9�� ry\III ' y�giLANDS ►.• P�'>v�a TYPICAL RETAINING WALL ■ MONUMENT FOUND CROSS SECTION /� � ;I /OFn II �, c 0 O PIPE FOUND �/ Lcn \ DITC" / PIP QJ O --,Cl Fiy.. / oar•1nr.�� — �.Ql r® WETLAND FLAG A5 DELINEATED BY R. FOX �<< ,, v `C> - �. 1 a °'° °'� �� �'` i�� OF SEA LEVEL MAPPING ON FEB. 20, 2007 1� °�~p �- J�a�\� 'tea ° -� �� 9 authorised olteraH°n or odtllticn to 0 5 eg / ��/ ° / ' ` �\ �1 map txaring Ikensed land e;!.y-s >eal i> a `( a. - �1r� I� Iolallon of section "1309• >NrdNlsion 2. of the h State Edvcotlan Low.' TOP06RAPHIG DATA REFERENCED TO N&VD 129 DATUM �� c ao oy ° e` �,� �O, aople> from the —I Incl of hl> > ey )F /� •BOJ i - ' 1 1} —ped —I a1 --o 1-11 oer�'onaId.— to ,o-111 1we PROPERTY ZONE R 40 SEPTIC 9f y epee t ^eert9mauon> Iwmatea hereon >I it m> prepared m accoro=-Ilh the ox- / I ` ' i �" Q �j I -_• iSLNy C de of Pratke for Lund s„r.,eys adoptod RETAIN TREES LARGER THAN 8" � I AMETER 0 i/ ~ \ ��Q '� U �O .�� n ,o b tchn j Sur eyar>5Lot, Aesodot iono 11,111 —Poi— only OUTSIDE BUILDING ENVELOPE DRAINAGE CALCULATIONS: I\ :'° °moo/�\`��P�3 �'L s°2p2 J� �p°r'o"hIII.'�°eyi'p"wed' \ ` dm on hie behon to tha utle company, goverrxnen- WELL I �V \/ �� tal agency orW lendtrg h>tltvtbn II>ted hereon. arM I \ to the »Ignee> of the lending In>titutlon. Gartlllca- FLOOD ZONE X A5 SHOWN ON FIRM 3610360161 G Sv Nan9 are not tra sFerable to oddItI-1 ImUt,tlone ROOF (DWELLING) <y Lk — —21—' - PROP05ED GONTOUR DWELLX OXT ING ROOF AREA 1620 S.F. oGr/�\<< \ \ JOHN C. EHLER �`� SURVEYOR = 42,440 S.F. or O.a�43 ACRE 2 75/ 4 .24 X &.51 V.L.F. REQUIRED I/V,� r GRAPHIC SCALE I 50 � 6 EAST MAIN STREET N.X.S.1.,gC. NO. 50202 II I 2R8' O" DIA. X 4'-0" DEPTH DRAINAGE POOLS �\�I \ RIVERI�EAD, N.X. 11901 - _ 8 V.L.F. PROVIDED 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\07\07-121 JPEG.pro 1 04 D04 �,�]i tdam a -I IJPEr+ ° FF ELEVATION 23+ /5% SLOPE h1 '`x / GRADE EL=21.9 GRADE 21.0 EL=21.2 NV -20.2 INV=21.1 EL= 20.41 INV=19.7SEPTICTANK 4-8' DIA % 3' DEEP POOL 1-8' DIA % 3' DEEP DISTRIBUTION POOL rIN9.5 1000ALLONLEACHING 10'IAx4' DEEPSOLID RING.9 EL=16.4 GROUNDWATER ELEVATION 13.9 NOTES: I. RETAINING WALL SHALL BE WATERPROOFED ON INSIDE 2. CONCRETE TO BE 3000 P51 MIX -Cl�� / 3. FOOTING TO BE CONSTRUCTED ON UND15TURBEP SOIL 4000 P.5.F. 4. BEFORE INSTALLATION OF LEACHING POOLS THE AREA SHALL BE EXCAVATED TO ELEVATION -35.3 TO REMOVE UNSUITABLE SOILS AND BACKFILLED WITH GLEAN SAND AND GRAVEL. THE EXCAVATION AREA /A SHALL PROVIDE A 3 FOOT DOLLAR AROUND ALL LEACHING POOLS 0167 MTO: ��� / 5EFTI6 DE516N (GMW18X K. JOHNSON i9Vo \ Test Hole ��� ��-a!� �J�16 - �o s�A / Z McDonald q�° e�` ti ® 1 - Ti --------------- MV °"�� � Z `� , " 1 - O c / PL D MA N.Y.S.P.E. LIG. #70501 02-21-200-7 � (vs®�p1,Oxov- pu ; DARK BROWN@���"\m� rO �'a/ e - y^Y��eLE II`iv GOTJ ION -0 �D '�9 /q^ / ��- OL CLAYEY LOAM 1Y �— —'` / c c GH BROVAI GLA WATER ATER IN �.s�es'_�",,�"+' \��tO// h% $(03 ` A cRi`II Q RVQ ¢ <\�I ? . < / \/ \ /n0 / / �� T/C / / /� g`/�tG ��y�1/�" _' ��I � .`I {f moi_I �I d• h1i .'ii #GH ¢INS G BROWN CLAY A� 0 AND � SANDY CLAY �p .eq'�'��/If /! /" �- �/ \ �,+'�T — 1 'Yvl�fyO ��'1L� wJ �In C'(�•Ot\N E' 48' °b `s <� - ;\ \, '1 I Oh/ f`'" % SFO, T U -z�,�o WATER IN C\, BROWN FINEC ,camag\�\ \J< TO , lO ` �; `-,1, �C/S�`'� I,�'ti `i\ / \ GRADE P OF WALL El NOTED SP MEDIUM SAND WELL 0 NOTES: ears 12^ O.C. 0 0- .. GRADE rtJy tlt1 a IFOR � q � � \ I p® v � qa Bars B' O.C. E.W. �F �?��04 Dowele ® 12., O.C. a�S ®� + �'V,sp��<\�9�� ry\III ' y�giLANDS ►.• P�'>v�a TYPICAL RETAINING WALL ■ MONUMENT FOUND CROSS SECTION /� � ;I /OFn II �, c 0 O PIPE FOUND �/ Lcn \ DITC" / PIP QJ O --,Cl Fiy.. / oar•1nr.�� — �.Ql r® WETLAND FLAG A5 DELINEATED BY R. FOX �<< ,, v `C> - �. 1 a °'° °'� �� �'` i�� OF SEA LEVEL MAPPING ON FEB. 20, 2007 1� °�~p �- J�a�\� 'tea ° -� �� 9 authorised olteraH°n or odtllticn to 0 5 eg / ��/ ° / ' ` �\ �1 map txaring Ikensed land e;!.y-s >eal i> a `( a. - �1r� I� Iolallon of section "1309• >NrdNlsion 2. of the h State Edvcotlan Low.' TOP06RAPHIG DATA REFERENCED TO N&VD 129 DATUM �� c ao oy ° e` �,� �O, aople> from the —I Incl of hl> > ey )F /� •BOJ i - ' 1 1} —ped —I a1 --o 1-11 oer�'onaId.— to ,o-111 1we PROPERTY ZONE R 40 SEPTIC 9f y epee t ^eert9mauon> Iwmatea hereon >I it m> prepared m accoro=-Ilh the ox- / I ` ' i �" Q �j I -_• iSLNy C de of Pratke for Lund s„r.,eys adoptod RETAIN TREES LARGER THAN 8" � I AMETER 0 i/ ~ \ ��Q '� U �O .�� n ,o b tchn j Sur eyar>5Lot, Aesodot iono 11,111 —Poi— only OUTSIDE BUILDING ENVELOPE DRAINAGE CALCULATIONS: I\ :'° °moo/�\`��P�3 �'L s°2p2 J� �p°r'o"hIII.'�°eyi'p"wed' \ ` dm on hie behon to tha utle company, goverrxnen- WELL I �V \/ �� tal agency orW lendtrg h>tltvtbn II>ted hereon. arM I \ to the »Ignee> of the lending In>titutlon. Gartlllca- FLOOD ZONE X A5 SHOWN ON FIRM 3610360161 G Sv Nan9 are not tra sFerable to oddItI-1 ImUt,tlone ROOF (DWELLING) <y Lk — —21—' - PROP05ED GONTOUR DWELLX OXT ING ROOF AREA 1620 S.F. oGr/�\<< \ \ JOHN C. EHLER �`� SURVEYOR = 42,440 S.F. or O.a�43 ACRE 2 75/ 4 .24 X &.51 V.L.F. REQUIRED I/V,� r GRAPHIC SCALE I 50 � 6 EAST MAIN STREET N.X.S.1.,gC. NO. 50202 II I 2R8' O" DIA. X 4'-0" DEPTH DRAINAGE POOLS �\�I \ RIVERI�EAD, N.X. 11901 - _ 8 V.L.F. PROVIDED 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\07\07-121 JPEG.pro 1 04 D04 �,�]i tdam a -I IJPEr+ ° SURVEY OF PROPERTY 51TUATE: FECONIC TOM: 5OUTHOLD ' N 5UFFOLK COUNTY, NY J " SURVEYED: 06-07-2007 HD SUBMISSION: 12-17-2007 REVISED: 2-2Q-2008, 04—OQ-2008 08-08-2008, 11-25-2008, 08-04-2006 .� S FOUNDATION II-2ci-2013 ��. X��_ SUFFOLK GOUNTY TAX # 1000 — 74 — 1 — 1 CERTLFM TO: _ BA1ftBARA )E3A1DgCH �°�vOKEMRADXCH 1 \ 6 �� J \� X 10 "�a yJEiLP'ND' �� ►�• ui �• �`e k �� L—Wdzed olterolkm n to y a. a el ut veae—V / - ®`vs\ Noea "B� ri`k 6 mcp bebeotkrMtrg a a ncxaltyrSa2a 1204 _ Nen Yr k5:ote Fdxot Lon° Iram the a Ne %/ y copbe ortalmt wvey ketl wtA an orlykgl a 17+e Ime awveyorb e Beal MOII lb caruklere0 to tle Wlltl !rve etas 'Gorttliwtbro // j / /.j" =d etl hem et�lly that th'o ey nm Prepares M accoreance nRA the ex- NOTES: // rsirg Goch Of PYuctice fm LaM c eya oh�te0 Lk Yaic � �Icatbre , ry Lt�Nen � SNG QcM Moll rtnioml � MONUMENT FOUND _ `s� g` 10 b lte for rJvm the x.vey b pre�ea, /V, 1 one on .1 O� U - to the tnie co�ryoy �ea� �`AIVD 6rotRutlaf Ielea a�;� S1��d to tno ak�>g,ee> a tfro ienm,y wtRoew,. e�-evt�a- O PIPE FOUND tkxB ore nae o-o.ererabb !o otleRldnl VStiN+tiom JOHN C. EHLERS LAND SURVEYOR AREA = 42,440 S.F. or OA -145 ACRE 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 GRPHIG SCALE I"= 50' RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 oREF.-C:NUsersVohnUDropbox107107\07-121 foundation locationpro r 5UR\/EY OF PROPERTY SITUATE: PECONIC ' TOWN: SOUTHOLD N SUFFOLK COUNTY, NY SURVEYED: 0(0-07-2007 W E HD SUBMISSION: 12-17-2007 REVISED: 2-29-2008, 04-09-2008 Ob -05-2005,11-25-2008, OS -04-2009 S�eP FOUNDATION II -29-2013, FINAL 01-I5-2015 04-10-2015, 07-03-2015 SUFFOLK GOUNTY TAX 1000 - 74 - 1 - 1 S.G.D.H.S. REF. # RIO -08-0003 CEII =iM TO: %Ib VO BAi BARA RA DIICH V ^� ^ °A- II = RAllDIICH � 0)AlJa NVQ U. / is y/ C %V Q� 0 � QOY ��Q S� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � �� � � �� � � ` g3 � �" \�� APPRO`%L OF CONST DUCTED WORKS FOR RESIDENCEi� ��D a�3 1`N � `? � y Q = � ASINGLE [-AiWI-Y jUL 1 5 2015 No. �6— 6 e 0� (� w , - ,, ®�e H.S.Ref. Trig se,vacge disposal and water supply facilities at this 1=11on h- a beenIs , \ \\ '� �"� ►� � �,G Z3 W6 lnspe„ted and!cr cart -filed by this 17epzl ln..r, c, -other agencies a; ' feurd to aE � ►® hLW/f 01Ui.%(, B OON.S. I be saisfaciory FOR i A =C /CRAI PIPE 01ficeQS'Aa3tas a-1-5P'ii:e"-.thtagemen Pyr aU p; V C, i uw.uwrl:ed a¢eraewn or aaaulon tc a el,Tvoy mop t�arug a u�e.oed end ='.m5 —al n. biakbn of section 'l -k i-- eislon �, of the New cork Stoma EdZ 2, f the / V _ , (� ( �v• �� -Only coplea frau by oricl F this eum,ey kod with an orL�unl of Cha lanMd —1.11171 wvalltl p� �O� ,• stGmped seal =Jwll hs cauldared to truev7121 NOTES: // ' �' A7 v .. y n -certlFlaattons NAlcateA Iwreon elgilfyg that this savvy was prepOdl t acaordc,nco with the ex - Islmg code of Proctice Fa' Lc 5u-veys odLpted bJ the New Tork State As fotlon of profs»lonal Land Yeyors. Eo d eertlfleetlo shall fun only ■ MONUMENT FOUND �� �O ���. �� and on' hb�betnlf for t lin title�conp yy• o o °� "' � °'"g n't�9'I O PIPE FOUND 50 0 SFS LAN S !tare are ro! treeterable to addttlonol Irstttutbre. JOHN C. EHL - AND SURVEYOR AREA = 42,440 S.F. or 0.9743 AGizE GRAPHIC SCALE I"= 50' 6 EAST MAIN STREET N.Y.S. LIC. N0.50202 FiIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 o REF.-C:\UsersVohn\Dropbox\07\07\07-121 finai.pro 7 19 .le.]BMt LVLer+ ]I . CREScheck Software Version 4.4.4 <J`// I Compliance" Certificate Project Title: Radich Split Level Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 1,496 ft2 Glazing Area Percentage: 12% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: 1,280 21.0 Construction Site: 2870 Henry's Lane Peconic, NY 11958 Owner/Agent: Keith Radich 3005 Ole Jule Lane Mattituck, NY 11952 6312982046 kradich@optonline.net Compliance: 16.3% Better Than Code Maximum UA: 307 Your UA: 257 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Des igner/Contractor: Ceiling 1: Cathedral Ceiling 622 30.0 0.0 21 Comment: LIVING/DINING KITCHEN Ceiling 2: Flat Ceiling or Scissor Truss 768 30.0 0.0 27 Comment: BEDROOMS/BATHS/HALLWAY Wall 1: Wood Frame, 16" o.c. 1,280 21.0 0.0 58 Comment: UPPER LEVEL Window: TW3446: Wood Frame, Double Pane with Low -E 67 0.300 .20 SHGC: 0.28 Comment: BEDROOMS (4) DOUBLE HUNG Window: TW3456: Wood Frame, Double Pane with Low -E 40 0.300 12 SHGC: 0.28 Comment: KITCHEN -(2) DOUBLE HUNG Window: TW3436: Wood Frame, Double Pane with Low -E 13 0.300 4 SHGC: 0.28 Comment: MASTER BATH - DOUBLE HUNG Window: DHP42410: Wood Frame, Double Pane with Low -E 22 0.270 6 SHGC: 0.31 Comment: LIVING ROOM PICTURE Window: TW24410: Wood Frame, Double Pane with Low -E 25 0.300 8 SHGC: 0.28 Comment: LIVING ROOM (2)DOUBLE HUNG Door: FWH5068: Glass 33 0.320 11 SHGC: 0.21 Comment: DINING FRENCH DOOR Project Title: Radich Split Level Report date: 03/30/13 Data filename: C:\Users\Krad\Desktop\Radich.rck Pagel of 2 f fA Door: CC612: Solid 20 0.220 4 Comment: MAIN ENTRANCE Door: SE514: Solid 18 0.140 2 Comment: GARAGE DOOR Door: S960: Solid 18 0.140 2 Comment: ENTRANCE INTO UNFINISHED SPACE Wall 2: Wood Frame, 16" o.c. 400 15.0 0.0 31 Comment: LOWER LEVEL ENTRANCE/LANDRY Floor 1: All -Wood Joist/TrUSS:Over Unconditioned Space 1,340 25.0 0.0 51 Comment: UPPER LEVEL Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building an designed to meet the 2010 New York Energy Conservation Construction Code requirements in RES check Version 4 4.4 and comply with a man tory requirements listed in the REScheck Inspection Checklist. Rtoo Name - Title Date Project Notes: All Windows Anderson 400 Series. All Doors ThermaTru Project Title: Radich Split Level Report 03/30/13 Data filename: C:\Users\Krad\Desktop\Radich.rck Page 2 of 2 APPROVED AS NOTED jlA FEE�� ► :=1I NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MAST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. a COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF cni rrurn n rrn�rn,�;A =1 I� SOU THOLD TOWN TRUSTEES I� N.Y.S. DEC RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 9N8PlEC T a-'jM RE00RED FLOOD ZONE - COMPLY VNITH CH ER 1M FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE TESTING BEFORE COVERING SURVEYOF PROPER ��� Ol'�/,(� r5% SLOPE MAX / FF ELEVATION 23+ GRADE EL-21.9 'f.�` /VJV) 51 TU A TEi PE � NIG n' gyp(\ S�A< / �� TW-20.5 'v 1� ` O O EL=20 4ADE 21.0 INV=19.5 INV-20.2 INV=21.1 INV=19.7 SEPTIC TANK TOM:TOM:5O�OLZ C \ GRADE BW-16.5 � � � --.__- LEA DIA X 3' DEEP DIS DIA X 3 DEEP LEACHING POOL DISTRIBUTION POOL 10' GALLON SOLID RING DEEP SUFFOLK COUNTY, NY � �' / � �� � W E � EL=16.9 EL-1 6.4 SURVEYED: 06-07-2007 GROUNDWATER ELEVATION 13.9 HD SUBMISSION: 12-17-2007 � � �' (�� o� o REVISED: 2-2G-2008, 04-Oq-2008 11-/25-2/008 S ' �i _ 1. ON IMIDE O SUFFOLK SUFFOLK WVNT 1 TAX # `���`�� � �� / /� BEFOOTIW5 TO 13E _�_�`"M'�°°�ED 3.CA' RETE IX 4. BEI'OORE INSTALLATION OF LEAGHIN6, TED ON P�� �IL�4000AP5� EXCAVATED TO ELEVATION -353 TO REMOVE UNSUITABLE 501LS AND — 74 — 1 — 1 ewe Iv+cm S B B // � 'q /L� BACKr1000 SHALL IPROVI E A 3 FOOT COLLAR LLEV HITH CLEAN SANE) ANDAROUND ALL LEACHING POOLS RAVEL. THE EXCAVATION A CMTIFMDTO:�0 GUGOtSY K. JOHNSON AV 5EPTIG PE51GN o (dOT4, �F�< 9�LFpJ STRAW BALE STRAW BALE Test Hole INSTALLATION (O a f � 17 C? s 12— % '�o 6005G l enGe ` ` ° m 02-21-2007 TRENCH FOR STRAW BALE�' 0�/� ^ ~ �' O C / ------------------------------------- MICHAEL D. MAPE5 N.Y.S.P.E. LIG. #10501 DARK BROI•H1 e OL CLAYEY LOAM t µo . m 1 .• 1 < rlc Z� p H'`� YBALE� 1 �tST RU I o it O / / / V �� N Jf 9 A / o� / TYPICAL DRY WELL (DWl INSTALLATION DIAGRAMI� GH BROWN CLAY ° . "''" +' �� SECTION A O �� / ✓� a aDFsmt.•ICFiotid�glFr/setw® h O WATER See-1. STRAW BALE Ar/1`?~ ' / All \ o o Q y P� �� R?�,ci ' r 6� C� f�y `- �� �\r T �%`. 1 ` O / SCS / 2- 8' DIA. x 4' DEEP PC FM (AS LOCATED ON C SHD i70Fffi)AM DRAWING) renCH WATER IN Straw Bale Barrier Maintenance 4 BROHN CLAY\ry Straw bale barriers shall be inspected immediately after each CL AND runoffproducing rainfall and at least daily during prolonged rainfall. SANVY t J/J�/(Ixfa) 1 O ( / I J oeP i o S AJ w Q 1 I / i ✓ / ��� / 6� / G O c� / , �U CLAY ®Close attention shall be paid to the repair of damaged bales, end runs, and undercutting beneath bales.'9 48'®Necessary �2��5 _ v repairs to barriers or replacement of bales shall be�� accomplished promptly. 1 z' 1 / 0,1 ' �t, ." WATER IN ®Sediment deposits should be removed after each BROWN FINE runoff-producing rainfall. They must be removed when the level of deposition reaches approximately a-half the height of the TO barrier. ,i ��; / 1 / Y � V1`��RgAf�6 \ ` � I ,, / 1 ' �< GRADE P OF WALL EL NOTED 5P MEDIUM SAND iii Any sediment deposits remaining in plac fter the straw bale barrier is no longer required shall be dressed to arm to the existing grade, prepared and seeded. 54' m7Straw bales used as a temporary straw bale barrier sha e O� N \ \ () _ \ �.` ~� /no coN A ``\\ O removed after project c r�fi �??tion and stabilization to preventAof sprouting of unwanted veg€rfrj1 , �0 rq fTF b �� ti Irk © �� \\ a � 1 / c �O • � tlO #4 Bars 12" O.C. O /�O�n��/�QlC' � �yy oPhe iii�t GRADE O✓C SFArlc n0,/n'V O'q- U�,� � o� Deo' Q`C�`VC(�� o� � O� o M1 •., is WELL \ 1 C9 O® V_ v. �` \ \ � #4 Bars 8' O.C. E.W. NOTE5:9 ��� J►� ►� __ _.._.� 1 \ E #4 Dowels O 12' O.C. M o ® MONUMENT FOUND 1 q<, '"� �syo< ►. rj °+ k oa � TYPICAL RETAINING WALL CROSS SECTION oPIP. FOUND ►. WETLAND FLAG A5 DELINEATED BY R. FOX TSH 11-�DRAI PIPE DR l f \ �' p - -� b, a � OF 5EA LEVEL MAPPING ON FEB. 20, 2007 , �� ►. INC `2°P�.. / --' ¢�° Q°�`�-4 -4 �° o ` OF NEW .vey V y ,lw,ttariZed alteration or additbn to a map bearing O licensed lard suvegor's seol b o TOPOGRAPHIC DATA REFERENCED TO NGVD 2Q DATUM // a Qa a °' ���a .Q% ��� Cr �, t ° t vlolation OF section l20'i, sw••divlslon 2. of the ' \ \ �i,N �c Fie,., York ;tato &kx'atim LO - � o G Ey 3 ly copies From the original Of tMs suvey PROPERTY ZONE R 40 RETAIN TREE5 LARGER THAN 8 D IOMETER // SEPTIC �-��o �\��a �? etamp'"`,eal">�a� b�'ol k�to be VOW true QJ %T /1'\0 r QL` a j#�f. l ; 'Certification Indicated hereon etgnny that this ^` survey nos prepared in occordonce MRh the ex- 1J let" Code of Practice For Lard adopted % �Q ry U' 0 < ' bg the Real York State Aesoclotion of Por t� � �'� `��`y"�t 'y°"' ��,~ OUTSIDE BUILDING ENVELOPE WELLto DRAINAGE GALGULATIDNS: o� t` t` ^ � o a � /� �"`�. �' the person For he ti the eury h � � �'t'a��ed• A and on his behalf to the title co rpmy, nen- (! V tall agency and lerdhg Institution listed hereon. oM FLOOD ZONE X A5 SHOWN ON FIRM 361036016 I G ROOF (DWELLING) 'q • to lite O�bkjnee9 OF LhE tendlflg M[Ih/tbn, (ArtiFIGO- . C4" A w �v dors ore not trmsFerok a to aoditlonal institutions v 21 - PROPOS;�D vONTOL,IR. AREA 42,440 DWELLING ROOF AREA 1796 S.F. 1796 X 0.1'7X 4.0 = 305 G.F. < JOHN�. �l�iH7L��T L SURVEYOR = 5.F. or OA745 ACRE GRAPHIC SGALE I "_ 50' 270/42.24 = 7.22 V.L.F. REGtUIRED ��G \fix 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 - 2 5'-O" DIA. X 4'-O" DEPTH DRAINAGE POOLS RIVERBEAD, N.Y. 11901 5 V.L.F. PROVIDED 369-8288 Fax 369-8287 REF. \\Compagserver\pros\07\07-121 JPEG.pro II/2e/2008 9.IS.22AM \+Gorrbo� \O'7trT1-1'21 •p5G Radich Split Level House 2870 Henry's Lane, Peconic New York 11958 6c. -1 rp.7 02013 Google LOCATION MAP NO SCALE Gr,ldsrr i,h's Irl�l Park m GLAZED OPENING PROTECTION FOR CONSTRUCTION IN WIND BORNE DEBRIS AREAS IIy1a�,�yo1b 02013 Googte ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS DECRIBED BELOW. R613.6 Wind-borne debris protection. Protection of exterior windows and glass doors in buildings located in windborne debris regions shall be in accordance with Section R301.2.1.2. R301.2.1.2 Protection of openings. Windows in buildings located in windborne debris regions shall have glazed openings protected from windborne debris or the building shall be designed as a partially enclosed building in accordance with ASCE 7. Glazed opening protection for windbome debris shall meet the requirements of the Large Missile Test of an approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced therein. SITE MAP Exception: Wood structural panels with a minimum of 7/16 inch (11 mm) and a maximum span of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story buildings. Panels shall be precut so that they shall be attached to the framing surrounding the opening containing the product with the glazed opening. Panels shall be secured with the attachment hardware provided. Attachments shall be designed to resist the component and cladding loads determined in accordance with Table R301.2(2). Attachment in accordance with Table R301.2.1.2 is permitted for buildings with a mean roof height of 33 feet (10 058 mm) or less where wind speeds do not exceed 130 miles per hour (58 m/s). TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d FASTENER SPACING (inches) Panel span _ 4 4 feet c panel 6 feet panel FASTENER TYPE feet span _c 6 feet span _ 8 feet No. 6 Screws 16" 12" 9" No. 8 Screws 1 16" 16" 1 For SI: 1 inch = 25.4 mm. I foot = 304.8 mm, I pound = 4.448N, 1 mile per hour= 0.447m/s. a. This table is based on 130 mph wind speeds and a 33 -foot mean roof height. b. Fasteners shall be installed at opposing ends of the wood struchiml panel. Fasteners shall be located a minimu in of 1 inch from the edge of die panel. c. Fasteners shall be long enough to penetrate through the exterior wall cov- ering and a minimum of 11/4 inches into wood wall fmm,nR and a mini- mum of 11/4 inches into concrete block or concrete, and into swel Gaming a minimum of 3 exposed threads. Fasteners shall be located a mmimurn of 211, inches from the edge of concrete block or concrete. it. Where screws are attached to masonry or masonry/stucco, they s^ail be attached using vibration -resistant anchors having a minimum ulnmt2te withdrawal capacity of 490 pounds - BUILDING DEPARTMENT NOTES ALLOWABLE DEFLECTION Rafters having slopes greater than 3/12 with no fin- fished ceiling attached to rafters OF PROPTY N J� TE CP. �� r,/ �'�' = Joint Description TOM. SOUTHOLD SUFFOLK COUNTY, WW_E No •-� 3 / •�/ < .l =- ZONED RESIDENTIAL LOW-DENSITY (R-40) 51.RVEv®• eDm-�arf ND 5lsnlssloN� I]-n-2LOT gryJ /o/�� P- -� Exterior walls—wind loads" with flexible finishes 5Ui-OI.K COUrtY TAX . Il l' ya Imo: 1 12 iL aRlwrnvetlzR+saR JUN 15 2012 D \� 4� \ \ �J-� � � d/ y /�q'O r�// .� �So4, i�`�..'••^� �k.^.�•�: •''�_'"'"' sE�ac ocsle« ,eiling joists to plate, toe nailed et,�mnxn re Test Hole Pram m mnlrx ,�?e 10" � � 9. ■�< wry �S ♦ o O p2nPA __ .rli- -B Q'c -: r. -v rvars-ri-rsv • --- ,eiling joist to parallel rafters, face nailed 022 -?I-21-2200.00 i 7 0', each lap ,eding joist, laps over partitions, face nailed 1428 SQ. FT. UPPER LEVEL (FINISHED) each lap ollar be to rafter Face nail) or 12/4' X 20 Gage ridge strap 3-10d per tie - APPROVED BY- BOARD OF TRUSTEES TOWN OF SOUTHOLD O- 2�"" ' Rim Board to Rafter End -nailed 2-16d ,v,.^, - - - \, �) 6`s WALL FRAMING iDATE 4;,O1 ,�°,,4y. y.: ,, 4 at joints Stud to Stud Face -nailed) 2-16d 24" o.c. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 16d 16" o.c. Along edges FLOOR FRAMING GROUND WIND SPEED SEISMIC SUBJECT TO DAMAGE Blocking to Joist Toe -nailed) WINTER ICE SHEILD FLOOD NOT£SR ■ Mp11!&i1r rQlO \dry. C'9 0 -0 ., �N moi.; -- � s.•me. ttplr Al PE"AINING WALL CROSS SECTION DESIGN - �YfIL__MDLEPLAOL nA'AFm�r TOPOGRARNL DATA RE,-EREtY.HJ TO N6VD �q DA111M � T�'r-^� , UNDER- RETAIN TREES LARGER THAN D' DI�IETgt U Q/FvIDE 8011D1Nb Elf/FLOPE DRAINAGE LALGILARONSi � LOAD P190D ZGE X Ab 51,pYe1 cal FIRM 361o9C0161 6 ROOF (DhELLRK) - - `-."'•'-�v=' _ -T^=•�~ perfoot - - ,- - fr, xr �t-. ._ DVELLIIY-NLVF AREA • 41440 BF. or 0.4143 ALr� x moo X O.IT ARE416205F. 04. �� x 10 - STs L.F. Fc JOHN C. EHLERS LAND SURVEYOR �f�� ■ LAYMENT 115 /4]�4 FiRAPHiL SCALE 1'- 50- PROVIDE - ] W -O' DIA .6.51 V1F. REd11RED 6FIST1,1AtNvtanT N.Y S. LIC., M. 5oXn X 4'O' 1- RiA1NAbE TOOLS RIVFRNFAn, N Y 11901 L -- _ -- - 0 VIP. PROND® Mo�2.BR Pu VA-A2MT RAS _OL•.unp�vwAl,rmaM•OT-1211PPL pe 8d 6" edge 16" field rafters or trusses spaced over 16" o.c. SITE MAP Exception: Wood structural panels with a minimum of 7/16 inch (11 mm) and a maximum span of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story buildings. Panels shall be precut so that they shall be attached to the framing surrounding the opening containing the product with the glazed opening. Panels shall be secured with the attachment hardware provided. Attachments shall be designed to resist the component and cladding loads determined in accordance with Table R301.2(2). Attachment in accordance with Table R301.2.1.2 is permitted for buildings with a mean roof height of 33 feet (10 058 mm) or less where wind speeds do not exceed 130 miles per hour (58 m/s). TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d FASTENER SPACING (inches) Panel span _ 4 4 feet c panel 6 feet panel FASTENER TYPE feet span _c 6 feet span _ 8 feet No. 6 Screws 16" 12" 9" No. 8 Screws 1 16" 16" 1 For SI: 1 inch = 25.4 mm. I foot = 304.8 mm, I pound = 4.448N, 1 mile per hour= 0.447m/s. a. This table is based on 130 mph wind speeds and a 33 -foot mean roof height. b. Fasteners shall be installed at opposing ends of the wood struchiml panel. Fasteners shall be located a minimu in of 1 inch from the edge of die panel. c. Fasteners shall be long enough to penetrate through the exterior wall cov- ering and a minimum of 11/4 inches into wood wall fmm,nR and a mini- mum of 11/4 inches into concrete block or concrete, and into swel Gaming a minimum of 3 exposed threads. Fasteners shall be located a mmimurn of 211, inches from the edge of concrete block or concrete. it. Where screws are attached to masonry or masonry/stucco, they s^ail be attached using vibration -resistant anchors having a minimum ulnmt2te withdrawal capacity of 490 pounds - BUILDING DEPARTMENT NOTES ALLOWABLE DEFLECTION Rafters having slopes greater than 3/12 with no fin- fished ceiling attached to rafters FCM 120 MPH Nailing Schedule Interior walls and partitions SUFFOLK COUNTY TAX # 1000-74-1-1 Joint Description Number and Type Nail Spacing 0240 ZONED RESIDENTIAL LOW-DENSITY (R-40) H/360 ROOF FRAMING 02.30 Exterior walls—wind loads" with flexible finishes R-3 PERMANENT RESIDENTIAL OCCUPANCY CLASSIFICATION 2-16d perrafter ,eiling joists to plate, toe nailed 3-8d TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION ,eiling joist to parallel rafters, face nailed 3-10d each lap ,eding joist, laps over partitions, face nailed 1428 SQ. FT. UPPER LEVEL (FINISHED) each lap ollar be to rafter Face nail) or 12/4' X 20 Gage ridge strap 3-10d per tie 68 SQ. FT. LOWER LEVEL (FINISHED) 3-8d each end Rim Board to Rafter End -nailed 2-16d 1120 SQ. FT. LOWER LEVEL (GARAGE AND UNFINISHED) WALL FRAMING Top plates, laps at comers and intersections Face nail 80 SQ. FT. DECK at joints Stud to Stud Face -nailed) 2-16d 24" o.c. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 16d 16" o.c. Along edges FLOOR FRAMING GROUND WIND SPEED SEISMIC SUBJECT TO DAMAGE Blocking to Joist Toe -nailed) WINTER ICE SHEILD FLOOD AIR SNOW -edger Strip to Beam or Girder Face -nailed DESIGN each joist gist on Ledger to Beam Toe -nailed) DESIGN UNDER- HAZARDS FREEZING LOAD Band Joist to Sill or Top Plate Toe -nailed (Fig. 14 CATEGORY perfoot ROOF SHEATHING TEMP. LAYMENT Wood Structural Panels INDEX rafters or trusses spaced up to 16" o.c. 8d 6" edge 16" field rafters or trusses spaced over 16" o.c. Sd REQUIRED gable endwall rake or rake truss w/o gable overhang 8d 6" edge / 6" field able endwall rake or rake truss w/ structural outlookers 8d 6" edge ! 6" field able endwall rake or rake truss w/ lookout blocks 8d 4" edge /4" field WEATHERING SERVERE 20 120 B FROST LINE DEPTH 36" 11 DEG. WITHIN 2'- FLOOD RIVERHEA studs spaced up to 24" o.c. 8d 6" edge/ 12" field ZONE 4 0" OF ZONE X 510 WIND BORNE TERMITE MOD. TO HEAVY SUFFOLK 5750 HDD EAVES (NONE) Wood Structural Panels DEBRIS 1" or less 8d Wed / 12" field eater than 1" 10d 6" edge 16" field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. AREA EXPOSURE DECAY SLIGHT TO C FOR MODERATE SHORELINE AREAS TABLE 8301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,t: STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes greater than 3/12 with no fin- fished ceiling attached to rafters FCM 120 MPH Nailing Schedule Interior walls and partitions IV130 Joint Description Number and Type Nail Spacing 0240 Common Nails H/360 ROOF FRAMING 02.30 Exterior walls—wind loads" with flexible finishes Rafter to plate Toe nailed 2-16d perrafter ,eiling joists to plate, toe nailed 3-8d per'oist ,eiling joist to parallel rafters, face nailed 3-10d each lap ,eding joist, laps over partitions, face nailed 3-10d each lap ollar be to rafter Face nail) or 12/4' X 20 Gage ridge strap 3-10d per tie Blocking between joists or rafters to top plate Toe nailed 3-8d each end Rim Board to Rafter End -nailed 2-16d each end WALL FRAMING Top plates, laps at comers and intersections Face nail 4-16d at joints Stud to Stud Face -nailed) 2-16d 24" o.c. Header to Header Face -nailed) 16d 16" o.c. Along edges FLOOR FRAMING Joist to Sill, Top Plate or Girder Toe -nailed (Fig. 14 4-8d perjoist Blocking to Joist Toe -nailed) 2-8d each end Blocking to Sill or Top Plate Toe-naited 3-16d each block -edger Strip to Beam or Girder Face -nailed 3-16d each joist gist on Ledger to Beam Toe -nailed) 3-8d per'oist Band Joist to Joist End -nailed) (Fig. 14) 3-16d perjoist Band Joist to Sill or Top Plate Toe -nailed (Fig. 14 2-16d perfoot ROOF SHEATHING Wood Structural Panels rafters or trusses spaced up to 16" o.c. 8d 6" edge 16" field rafters or trusses spaced over 16" o.c. Sd 4" edge 14" field gable endwall rake or rake truss w/o gable overhang 8d 6" edge / 6" field able endwall rake or rake truss w/ structural outlookers 8d 6" edge ! 6" field able endwall rake or rake truss w/ lookout blocks 8d 4" edge /4" field CEILING SHEATHING Gypsum Wallboard I I 5d coolers 7" edge/ 10" field WALL SHEATHING Wood Structural Panels studs spaced up to 24" o.c. 8d 6" edge/ 12" field 1/2" and 25/32" Fiberboard Panels 8d1 3" edge / 6" field 1/2" Gypsum Wallboard 5d coolers 7" ed e / 10" field FLOOR SHEATHING Wood Structural Panels 1" or less 8d Wed / 12" field eater than 1" 10d 6" edge 16" field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional requirements. TABLE 8301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,t: STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes greater than 3/12 with no fin- fished ceiling attached to rafters U1 SO Interior walls and partitions IV130 Floors and plastered ceilings U360 All other structural memtxrs 0240 Exterior walls with plaster or stucco finish H/360 Exterior walls—wind loads' with brittle finishes 02.30 Exterior walls—wind loads" with flexible finishes U120 Note: L = span length, H = span heiShL a, The wind load shall he permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of determining the deflection limits herein. h. For cantilever members, L shall be taken as twice the length of the cantile- ver. TABLE R301.5 11:11NIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Attics with limited storage".h 20 Attics without stor:2geb 10 Decks` 40 Exterior balconies 60 Fire escapes 40 Guardrails and handrailsd 2001 Guardrails in -fill components 50' Passenger vehicle garages' 50'i Rooms other than sleeping rooms 40 Sleeping rooms 30 Stairs 40` For SI: I pound per square foot = 0.0479 kPa. 1 square inch =635 mm-• pound= 3.45 N. Drawing List A-1 TITLE SHEET 1 A-2 TITLE SHEET 2 A-3 TITLE SHEET 3 A-4 FLR PLAN LOWER LVL A-5 FLR PLAN UPPER LVL A-6 ELEVATIONS A-7 SECTIONS A-8 DETAIL SHEET 1 A-9 DETAIL SHEET 2 A-10 DETAIL SHEET 3 A-11 STRAPPING DETAIL Z6 a; '2�o > =80C�aSc� C"O C m alb In E EL 8 T NC+ -t6 N Utn �!A E C^'L'V 2T 0CU J1..-jC Ctoil y TH=� c'0o -c C- L p1 N N �O C N � O'� oa�3 O C N kv! U N ya C N N6 2 - = O N N O N= O -O C CJM9 ON ora@ -S o�m- tn `oma mto � C j N O N> > to d O..+j C.L.. C U � N d N[n y O a rn v c ocsJ2O.�-�,m8 m �0 w 01 V C' -CO N N U N�.L... rn� �' acia 02 0 til n.n C ON E C O o o-n� E .0 22,2 E8&— dNCOyO N�t"2C • L 7 t o O � 1.D` O p 3 c o O m 3_ 2 N �. L "O tT E2EN��rRmsN it c�L N ia C- 3 U++N O- Proie t Tole Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631)298-2046 sheet Title TITLE SHEET 1 D,M g No A-1 2010 NEW YORK STATE Residential Code® Construction Specifications and Methodologies Important Note: These notes and specifications are provided by Atlanta Plan Source. as a service to their customers to provide the most popular code topics. The information and methodologies prepared herein are in accordance to and referenced to the 2009 International Residential Code®. The information is also a general summarization of the code and it is recommended that you become familiar with the full extent of the actual code. The notes and specifications may have to be amended due to variations in local codes and geological conditions. It is the responsibility of the Contractor and/or Homeowner to make the necessary modifications to ensure code compliance and structural integrity. It is recommended that you consult a local architect or engineer of your choice and check with local building officials prior to the start of actual construction. Special engineering may require that these specifications be meatnh�ec�oloogieasmangelocari coo°�'�sly with seismic, wind, or other special conditions as required by local construction General site notes 1. Contractor to verify locations of site utilities, requirements and connections fees. Owner, contractor, and sub -contractors to pay all their related construction permit fees as agreed upon between the owner and contractor. 2. Before excavation, the contractor shall examine all drawings, maps, and building site of existing facility to determine the routes of all underground utilities. Before digging commences it is advised that the owner or contractor calls their states utility locater facilitator. 3. It is recommended that the sites soil be tested for compression rating to determine foundation and footing design. Concrete foundations and footing design shall be accordance to Chapter 4 of the I.R.0 code. See foundation section on this page for more detail. 4. Consult a local civil engineer for site plans and surveys of existing property. A landscape architect should be consulted for more extensive site landscape designs. Building planning - Chapter 3 Glazing R308 R308.4 Hazardous locations The following shall be considered specific hazardous locations for the purpose of glazing: 1. Glazing in all fixed and operable panels of swinging and bi-fold doors. 2. Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 inch are of the door in a closed position and whose bottom edge is less than 60" above the floor or walking surface. 3. Glazing in an individual fixed or operable panel that meets all the following conditions: 3.1. The exposed area of an individual pane is larger than 9 square feet; and 3.2. The bottom edge of the glazing is less then 18 inches above the floor; and 3.3. The top edge of the glazing is more than 36 inches above the floor; and 3.4. One or more walking surfaces are within 36 inches, measured horizontally and within a straight line, of the glazing. 4. All glazing in railings regardless of the area or height above a walking surface. Included are the structural baluster panels and nonstructural infill panels. 5. Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. 6. Glazing in walls and fences adjacent to indoor and outdoor swimming pools, hot tubs, and spas where the bottom edge of the glazing is less than 60 inches above a walking surface and within 60 inches measured horizontally and in a straight line, of the waters edge. This shall apply to single glazing and all panes in multiple glazing. 7. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the exposed surface of the glazing is less then 60 inches above the plane of the adjacent walking surface. 8. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glazing is less than 60 inches above the nose of the tread. Mi c. A.� Skylights and sloped glazing shall comply with S ction R308.6. B. Site built windows shall comply with Section R308.5. C. Exterior windows and glass doors shall conform to the provisions of Section R613 and the following: 1. Exterior windows and doors shall be designed to resist the design wind loads specified in Table R301.2(2) and adjusted for height and exposure per Table R301.2�3). (Section R613.2) D.) Windows and glass doors shall be anchored in accordance with the published manufacturer's recommendations. (Section R613.5.1) H.) Anchorage of exterior windows shall conform to Section R613.5.2. Emergency escape and rescue openings R31 0 R310 Emergency escape and rescue openings Basements, habitable attics and every sleeping room shall have at least one operable emergency and rescue opening. Such opening shall open directly into a public street, public alley, yard or court. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining areas of the basement. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue openings from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with section R310.2. Emergency escape and rescue shall open directly into a public way, or to a yard or court that opens to a public way. Means of egress 311 R310 Emergency escape and rescue openings Stairways, ramps, exterior exit balconies, hallways and doors shall comply with section R311: 1. Stairway width shall not be less than 36" in clear width at all points above the permitted handrail height and below the required headroom height. (R311.7.1) 2. The minimum headroom in all parts of the stairway shall not be less than C-8". (R311.7.2) 3. The maximum riser height shall be 7 3/4". (R311.7.4.1) 4. The minimum tread depth shall be 10". Winder treads shall have a minimum tread depth of 6". (R311.7.4.2) Smoke Alarms R314 R314.1 Smoke Detection and notification All smoke alarms shall be listed in accordance with UL 217 and installed in accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. R314.3 Location 1. In each sleeping room. 2. Outside of each sleeping area in the immediate vicinity of the bedrooms. 3. On each additional story of the dwelling, including basements and cellars but not including crawl spaces any uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. Flood -Resistant Construction R322 R322.1 General Buildings and structures constructed in whole or in part in flood hazard areas (including A or V Zones) as established in Table R301.2 (1) shall be designed and constructed in accordance with the provisions contained in this section. R324.1.1 Structural systems All structural systems of all buildings and structures shall be designed, connected and anchored to resist flotation, collapse, or permanent lateral movement due to structural loads and stresses from flooding equal to the design flood elevation. R322.1.4 Establishing the design flood elevation The design flood elevation shall be used to define areas prone to flooding, and shall describe, at a minimum, the base flood elevation at the depth of peak elevation of flooding(including wave height) which has a 1 percent or greater chance of being equaled to exceeded in any given year. For Determining design flood elevations and impacts refer to section R322.1.3.1 and R322.1.3.2. R322.1.6 Protection of mechanical and electrical systems Electrical systems, equipment and components, and heating, ventilating , air conditioning, and plumbing applications, plumbing fixtures, duct system, and other service equipment shall be located at or above the design flood elevation. Review EXCEPTIONS R322.1.5 R322.2.2 Enclosed area below design flood elevation Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 1. Be used solely for parking of vehicles, building access or storage. 2. Be provided with flood openings that meet the following criteria: a. There shall be a minimum of two openings on different sides of each enclosed area: if any building has more than one enclosed area below the design flood elevation, each area shall have openings on exterior walls. b. The total net area of all openings shall be at least 1 square inch for each square foot of enclosed area, or the openings shall be designed and the construction documenters shall include a statement that the design and installation will provide for equalization of hydrostatic flood forces on exterior walls by allowing for automatic entry and exit of floodwaters. c. The bottom of each opening shall be 1 foot or less above the adjacent ground level. d. Openings shall be at least 3 inches in diameter. e. Any louvers, screens, or other opening covers shall allow the automatic flow of flood waters into and out of the enclosed area. f. Openings installed in doors and windows, that meet requirements a -e are acceptable; however, doors and windows without installed openings do not meet the requirements of this section. Per section R322.3.5, enclosed areas below the design flood elevation shall be used solely for parking or vehicles, building access or storage. Foundation - Chapter 4 General R401 R401.2 Requirements Foundation construction shall be capable of accommodating all loads according to section R301 and of transmitting the resulting loads to the supporting soil. Fill soils that support footings and foundations shall be designed, installed, and tested in accordance with accepted engineering practices. Gravel fill used as footings for wood and precast foundations shall comply with section R403 R401.3 Drainage Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. R401.4 Soil tests In areas likely to have expansive, compressible, shifting or other unknown soil characteristics, the building official shall determine whether to require a soil test to determine the soils characteristic at a particular location. This test shall be made by on approved agency using an approved method. Contractor to refer to Table R401.4.1 for presumptive load-bearing values of foundation materials. Contractor is to refer to section R401.5 for compressible or shifting soil Materials R402 R402.1 Wood Foundations Wood foundation systems shall be designed and installed in accordance with the provision of this code. R402.1.1 Fastners Fasteners used below grade (or used in knee wall construction) shall be of type 304 or 316 stainless steel. Fasteners used above grade shall be of type 304 or 316 stainless steel, silicon bronze, copper, hot -dipped galvanized (zinc coated) steel nails, or hot -tumbled galvanized (zinc coated) steel nails. Electrogalvanized steel nails and galvanized (zinc coated) steel staples shall not be permitted. 8402.1.2 Wood treatment All lumber and plywood shall be treated in accordance with AWPA C22 and bear the label of on accredited agency showing 0.60 retention. R402.2 Concrete Concrete shall have a minimum specified compressive strength as shown in Table R402.2 (Section R402.2). Concrete subject to weathering (Table R301.2(1) shall be air entrained as specified in Table R402.2. Section R402.2) Concrete mixtures for garage and support slabs and exterior locations that will be exposed to deicing chemicals shall not have maximum weight of fly ash, silica fume, slag or other pozzolons that exceed the percentage of total weight of cementitious materials specified in section 4.2.3 of ACI 318. Materials used to produce concrete and testing thereof shall comply with the applicable standards listed in chapter 3 of ACI 318. ASSUMED INSULATION R -VALUE'S 1. ROOF: -VAULTED R-30 -ROOF FLAT R-38 2. EXTERIOR WALL R-21 3. FLOORS: -OVER UNHEATED R-25 4. BASEMENT WALLS R-11 5. BASEMENT FLOOR R-15 5FT. PERIMETER 6. DUCTS IN R-8 UNHEATED AREAS Footings R403 R403.1 General All exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footings, crushed stone footings, wood foundations or other approved structural systems. R403.1.1 Minimum Size Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and Figure R403.1(1). Spread footings shall be at least 6 inches in thickness. Footing projections shall be at least 2 inches and shall not exceed the thickness of the footing. The size of the footings supporting piers and columns shall be in accordance with table R401.4.1 Footings for wood foundations shall be in accordance with the d tails set forth in section R403.2 and figures R403.1 (2� and R403.1 (3). R403.1.2 Continuous footing in seismic design categories DO, D1, and D2 The braced wall panels at exterior walls of all buildings and all required interior braced wall panels in buildings with plan dimensions greater than 50 feet in seismic design categories DO, D1, and D2 shall be supported by continuous footings. R403.1.3 Seismic reinforcing Concrete footings located in seismic design categories DO, D1, and D2 as established in table R301.2 (1) shall have minimum reinforcement set forth in this section for construction joints created between a concrete footing and a stem wall, where a grouted masonry stem wall is supported on a concrete footing and stem wall, and when masonry stem walls without solid grout and vertical reinforcement are not permitted. R403.1.4 Minimum Depth All exterior foundations shall be placed at least 12 inches below undisturbed ground. Where applicable, the depth of footings shall also conform to sections R403.1.4.1 through R403.1.4.2. Except for frost - protected footings, permanent support shall be constructed in accordance with Section R403.1.4.1. In Seismic Design Categories D0, D1, and D2, interior footings supporting bearing or bracing walls and cast monolithically with a slab on grade shall extend to a depth of not less than 18 inches below the top of the slab - Section R403.1.4.2 R403.1.5 Slope Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footing exceeds one unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation Anchorage The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the foundation with anchor bolts spaced a max. of 6 feet on center. There shall be a minimum of two bolts per plate section. In seismic design categories DO, D1, and D2, anchor bolts shall be spaced 6 feet on center and located within 12 inches of the ends of each plate- >V C O y O > o��3mmOs =$ocEa= EE-, c �X aQic�mE u, S2 «.N E L U C) O Q -o C MOp N,n y y�N mw c -0 0 rnmmc�ocm cam' o=.c rncv y N o E- -b N C t=!J C N V e "-Od�OLUCO' O� E U C 2 O c5Mac2!5; - O> U= y N U= Ow W yQ Ql� >a�mE=o-8 o cL- o >.m @_a SFU- rn�m� Wc C'O O N CZ W GA¢'U-CyN t oa p-0 E CLO -2 �jEyO a m c 05 8iaa co, a`�u,0 m0 m E.9 i-. 93 � N r o 3 - m N CSL a)N OON= - �� ¢�S5 .20 N -,_(Doo a ope Tnb Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 sh-t TID. TITLE SHEET 2 Dmmng No A-2 A1,+10 - SLA - COPYR!^HTED, ATLANTA PLAN S� �,In CF 1'1' R403.1.6 Foundation Anchorage - CONTINUE section at interior braced wall lines when required by section R602.10.9 to be supported on a continuous foundation. Bolts shall be at least 1/2 inch in diameter and shall extend a minimum of 7 inches in to masonry or concrete. Interior bearing wall sole plates on monolithic slab foundation shall be positively anchored with approved fasteners. A not and washer shall be tightened on each bolt of the plate. Sills and sole plates shall be protected against decay and termites where required by section R319 and R320. Cold -formed steel framing systems shall be fastened to the wood sill plates or anchored directly to the foundation as required in Section R505.3.1 or R603.1.1. Note: Consult section R403.1.6 for exceptions and section R403.1.6.1 anchorage methodologies in seismic design categories C (light -frame townhouses), DO, D1, and D2. R403.1.7 Footings on or adjacent to slopes The placement of buildings and structures on or adjacent to slopes steeper than 1 unit vertical in 3 units horizontal (33.3 percent slope) shall conform to sections R403.1.7.1 through R403.1.7.4. R403.1.8 Foundations on expansive soils Foundations and floor slabs for buildings located on expansive soils shall be designed in accordance with section 1805.8 of the International Building Code. Exceptions: slab -on -ground and other foundations systems which have performed adequately in soil conditions similar to those encountered at the building site are permitted subject to the approval of the building official. Expensive soils shall be determined per section R403.1.8.1 R403.2 Footings for wood foundations r wood Footings guree R403 (2)nanndons R403.1 shall be in (3) andaccoace have an base as described in this section. R403.3 frost protected shallow foundations For buildings where the monthly mean temperature of the building is maintained at a minimum of 64 deg., footings are not required to extend below the frost line when protected from frost b insulation in accordance with figure R403.3 (1� and table R403.3. Foundations protected from frost in accordance to said figures and tables shall not be used for unheated spaces such as porches, utility room, garages, and carports, and shall not be attached to basements or crawl spaces that are not maintained at a monthly mean temperature of 64 deg. Foundation and retaining walls R4O4 R404.1 Concrete and masonry foundation walls Concrete and masonry foundation walls shall be selected and constructed in accordance with the provisions of section R404 or in accordance with ACI318, ACI 332, NCMA TR68-A or AC1530/ASCE 5/TMS 402 or other approved structural standards. When ACI 318, the provision is nof section 332 or 1R4004/ifSt e PCM o e0 are53ACE 5/TS 42 orused to design concrete or masonry foundation walls, project drawings, typical details and specifications are not required to bear the seal of an architect or engineer, unless otherwise required by the state law of the jurisdiction having authority. Foundation walls that meet all of the five provisions in section R404.1 shall be considered laterally supported. 1. Concrete, concrete masonry and clay masonry foundation walls shall comply with Section R404.1.1. 2. Concrete, concrete masonry and clay masonry foundation walls in Seismic Design Categories DO, D1, and D2 shall comply with Section R404.1.4. 3. A design in accordance with accepted engineering practice shall be provided for concrete or masonry foundation walls when such walls are subject to hydrostatic pressure from ground water, or supporting more than 48 inches of unbalanced backfill that do not have permanent lateral support at the top and bottom as per Section R404.1.3 4. Plain concrete and plain masonry foundation walls located in Seismic Design Categories D0, D1, and D2 shall comply with Section R404.1.4. 5. Foundation wall thickness based on wall supported shall be in accordance with Section R404.1.5. 6. Foundation walls shall extend above the finished grade adjacent to the foundation a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere as per Section R404.1.6 R404.4 Insulated concrete form foundation walls Insulated concrete form (ICF) foundation walls shall be designed and constructed in accordance with the provisions of this section of the IRC code or in accordance with the provisions of ACI 318. If ICF construction is used it is advised to review further the ICF methodologies in this section for compliance. Foundation Drainage R4O5 R405.1 Concrete or masonry foundations Drains shall be provided around all concrete or masonry foundations that retain earth and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Gravel or crushed stone - R405.1 Concrete or masonry foundations - CONTINUE drains shall extend at least 1 foot beyond the outside edge of the footing and 6 inches above the top of the footing and be covered with an approved filter membrane material. The top of the open joints of drain tiles shall be protected with strips of building paper, and the drainage tiles or perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least one sieve size larger than the tile joint opening or perforation and covered not less than 6 inches of the some material. Other than Group I soils, a sump shall be provided to drain the porous layer and footings. and shall comply with section R405.2.3 Foundation waterproofing and dampproofing R406 R406.2 Concrete and masonry foundation waterproofing In areas where high water table or other severe soil - water conditions are known to exist, exterior foundation walls that retain earth and enclose interior space and floors below grade shall be waterproofed from the top of the footing to the finished grade. walls shall be waterproofed in accordance with on of the following: 1. Two-ply hot -mopped felts. 2. Fifty five pound roll roofing. 3. Six -mil polyvinyl choride. 4. Six -mil polyethylene. 5. Forty -mil polymer -modified asphalt. 6. Sixty -mil flexible polymer cement. 7. One-eighth inch cement -based, fiber -reinforced, waterproof coating. 8. Sixty -mil solvent -free liquid -applied synthetic rubber. Under -Floor Space R408 R408.1 Ventilation The under -floor space between the bottom of the floor joists and the earth under any building (except if space is occupied by a basement or meets R408.3) shall have ventilation openings through foundation walls or openings shall not benless rrthant 1 squarevfootafor each 150 square feet of under floor space area. One such ventilation opening shall be within 3 feet of each corner of the building. R408.2 Openings for under -floor ventilation The minimum net area of ventilation openings shall not be less than 1 square foot for each 150 square feet of under -floor area. One ventilation opening shall be within 3 feet of each corner of the building. Ventilation openings shall covered for their height and width with any of the following materials provided that the least dimension of the covering shall not exceed 1/4 inch: 1. Perforated sheet metal plates not less than 0.070 inch thick. 2. Expanded sheet metal plates not less than 0.047 inch thick. 3. Cast-iron grill or grating. 4. Extruded load-bearing brick vents. 5. Hardware cloth of 0.035 inch wire or heavier. 6. Corrosion -re istont wire mesh, with the least dimension being 1/8 inch thick. R408.4 Access An access opening 18 inches by 24 inches shall be provided to the under floor space. Access openings to underfloor spaces where mechanical equipment is located shall be provided in accordance with Section M1305.1.4. R408.7 Flood resistance For buildings located in areas prone to flooding as established in table R301.2 (1): 1. Walls enclosing the under -floor space shall be provided with flood openings in accordance with section R324.2.2. 2. The finished ground level of the under -floor space shall be equal to or higher than the outside finished ground level. Exceptions: Under -floor spaces that meet the requirements of FEMA/FIA TB 11-1 Floors - Chapter 5 General R501 R501.2 Requirements Floor construction shall be capable of accommodating all loads according to section R301 and of transmitting the resulting loads to the supporting structural elements. Wood Floor Framing R5O2 R502.2 Design and construction Floors shall be designed and constructed in accordance with theions of sections R317rovisand R318 �orenaaccordo accordance with ture 2AF&PA/ NDS. R502.2.1 Framing at braced wall lines A load path for lateral forces shall be provided between floor framing and braced wall panels located above or below a floor as specified in section R602.10.6 R502.2.2 Decks Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads. R502.3 Allowable joist spans Spans for floorjoists shall be in accordance with tables R502.3.1 (1) and R502.3.1 (2). R502.4 Joists under bearing partitions Joists under parallel bearing partitions shall be of adequate size to support the load. Double joists, sized to adequately support the load, that area separated to permit the installation of piping or vents shall be full depth solid blocking with lumber not less then 2 inches nominal thickness spaced not more than 4 feet on center. Bearing partitions perpendicular to joists shall not be partitions moreet from than the the joistdepthunl girders, swalls, or joist are of sufficient size to carry the additional load. R502.8 Drilling and notching Structural aln flooresseofbthe limailtations spcut c fi da ind'Figure R502.8 Wali Construction - Chapter 6 Wood wall framing R602 R602.10.1. Braced wall lines Braced wall lines shall be provided in accordance with this section. The length of a braced wall Ione shall be measured as the distance between the ends of the wall line. The end of a braced wall line shall be considered to beeither: 1. The intersection with perpendicular exterior walls or projection thereof, lines. 2. The intersection with perpendicular braced wall The end of the braced wall line shall be chosen such that the maximum length results. Braced wall panel construction methods shall be in accordance to R602.10.1.1. Alternate braced wall panels shall be in accordance to R602.10.3.2. Exterior Windows and Glass Doors R612 R613.2 Window Sills In dwellings units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Glazing openings the floor whicch2a 4 inch shall be cannot pass. Exceptions: Window openings that will not allow a 4 inch diameter sphere to pass through and windows that are provided with window guards the comply with ASTM F2006 or F2090. In other words, devises that can be releasable and removable from the inside without the use of tools, special knowledge or effort, as specified in Section R310.1. Wall Coverings - Chapter 7 Exterior covering R703 R703.2 Water -resistive barrrier One layer of no.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for type 1 felt or othoverrst dsoordsheathingeoftive barrier shall e all exterior wellsbSuchied feltor material shall be applied horizontally, with the upper layer lapped over the lower layer not less then 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. The felt or approved material shall be continuous to the top of the walls and terminate at penetrations and the buildings appendages in a manner to meet the requirements of the exterior wall envelope Q as described in Section R703.1. R703.6 Exterior plaster 1-tallation of these materials shall be in compliance With ASTM C926 and ASTM C 1063 and the provisions of this code. R703.6.1 Lath resistant materials attachments metall or wovenr wiren lath shall be attached with 1 1/2 -inch -long, 11 gauge nails, having a 7/16 -inch head, or 7/8 -inch -long, 16 -gauge staples, spaced not more than 6 inches, or as otherwise approved. R703.6.2 Plaster Plastering with Portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete, pressure -preserved treated wood or decay resistant wood as specified in Section R3109.1 or gypsum backing. If the plaster surface is completely concealed, plaster application need to be only two coats, provided the total thickness is set fourth in table R702.1 (1). On wood -frame construction with an on -grade floor slab system, exterior plaster shall be applied to cover, but not extend below, lath, paper, and screed. The proportion of aggregate to cementitious materials shall be set fourth in table R702.1 (3). R703.6.2.1 Weep screeds A minimum 0.019 -inch (No. 26 galvanized sheet gauge), corrosion -resistant wee screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2 inches shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 inches above the earth or 2 inches above the paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover the terminate on the attachment flange of the weep screed. R703.6.3 Water -resistive barriers - ext. plaster Water -resistive barriers shall be installed as required in section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor - permeable barrier with the performance at least equivalent to two layers of grade D paper. WINDOWS PI -1- A MINIMUMoFONE wmoavoR E%TFRKKE BOOR M EACH HABITABLE SPACE FOR EMERGENCY EGRESS IN CONFORMANCE WTHNYS CO SECTION -0 MIN OPENINGCF575F(50@GRACELfVELYMENGRABS TO SILL BOSSMOTE%CEEO AA)WITN A MINIMUM NEr HEIGHTOF2CANOMABTH OF2 (OPENAKE WITHOUT TOOLS) BOTTOM OF OPENING NOT TO IX,.--_M•AFF_ ALLWINCOWS TO BE ANDERSON C SERIES WITH LOWS G -OR EOWL Window and Patio Door Schedule 03-20-2013 PROJECT: Radich Split Level LOCATION: 2870 HENRY'S LANE, PECONIC, NEW YORK, 11958 REPORT PREPARED BY: LOCATION: DOOR SCHEDULE Unit Dimensions Rough Opening Dimensions' Egress Opening ---------------------------- Ref Description Wdth ---------------------------- Height ------------- Wdth Height ------------- ------- ------ -------- S.F. ------- ------------------------------------- Bedroom -3 ------------- X-5 5/8" ------------- 4'-8 7/8" T-6 1/8" 4'-8 7/8" Yes 6.37 400 TW3446 Tilt -Wash Basic 3'-5 5/8" 4'-8 7/8" 2'8"x6'8" FIRE DOOR THERMATRU SE514 Bedroom -2 3'-5 5/8" 4'-8 7/8" T-6 1/8" 4'-8 7/8" Yes 6.37 400 TW3446 Tilt -Wash Basic 3'-5 5/8" 4'-8 7/8" 2 LAUNDRY Kitchen 6-11 3/8" 5'-8 7/8" 6-11 7/8" 5'-8 7/8" No 400 TW3456 Tilt -Wash Basic T-5 5/8" 5'-8 7/8" HINGED THERMATRU S960 FIBERGLASS Living Room 9'-2 13/16" 5'-0 7/8" 9'-3 3/8" 5'-07/8" No 400 DHP42410 Picture 4'-3 5/16" 5'-0 7/8" 400 TW24410 Tilt -Wash Basic 2'-5 5/8" 5'-0 7/8" 4 Lower Level 9'-6 13/16" 5'-0 7/8" 9'-7 3/8" 5'-0 7/8" Yes 5.44 400 DHP310410 Picture 3'-11 5/16" 5'-0 7/8" SINGLE 400 TW28410 Tilt -Wash Basic 2'-9 5/8" 5'-0 7/8" 5 MAIN ENTRANCE 3'0" X 6'8" HINGED Master Bath 3'-5 5/8" 3'-8 7/8" 3'-6 10 X-8 7/8" No 400 TW3436 Tilt -Wash Basic 3'-5 5/8" 3'-8 7/8" Master Bedroom 3'-5 5/8" 4'-8 7/8" 3'-61/8" 4'-8 7/8" Yes 6.37 400 TW3446 Tilt -Wash Basic T-5 5/8" 4'-8 7/8" SINGLE Rear French Door 4'-11 1/4" 6'-7 1/2" 5'-0" 6'-8" HALL CLOSET 5'0"X6'8" 400 FWH5068 Basic 4'-11 1/4" 6-7 1/2" WOOD WOOD 6 ----------------------------------------------------------------- Rough Opening dimensions shown are MINIMUM for proper installation and may need to be increased to 2'6"x6'8" HINGED allow for use of building wraps, flashing, sill or pan flashings, anchoring brackets or other WOOD WOOD materials. Adjusting rough opening dimensions to accommodate these materials is the responsibility SINGLE of the designer or installer. 7 WALK-IN CLOSET 2'0"x6'8" "Andersen" and all other marks where denoted are trademarks of Andersen Corporation. WOOD WOOD ©2013 Andersen Corporation. All rights reserved. SINGLE DOOR SCHEDULE MATERIA HARD WA NO. LOCATION SIZE TYPE MANLIF. STK# L FRAME RE 1 GARAGE 2'8"x6'8" FIRE DOOR THERMATRU SE514 METAL METAL ENTRANCE 2 LAUNDRY 5'0"X6'8" BI -FOLD WOOD WOOD 3 LOWER SPACE 2'8"x6'8" HINGED THERMATRU S960 FIBERGLASS WOOD SINGLE HINGED 4 STAIRWAY CLOSET 2'6"x6'8" WOOD WOOD SINGLE 5 MAIN ENTRANCE 3'0" X 6'8" HINGED THERMATRU CC612 FIBERGLASS WOOD SINGLE 6 HALL BATH 2'0"x6'8" HINGED WOOD WOOD SINGLE 7 HALL CLOSET 5'0"X6'8" BI -FOLD WOOD WOOD 6 MASTER BEDROOM 2'6"x6'8" HINGED WOOD WOOD SINGLE 7 WALK-IN CLOSET 2'0"x6'8" HINGED WOOD WOOD SINGLE HINGED 8 MASTER BATH 2'0"x6'8" WOOD WOOD SINGLE 9 MASTER CLOSET 5'0"X6'8" BI -FOLD WOOD WOOD HINGED 10 BEDROOM -2 2'6"x6'8" WOOD WOOD SINGLE 11 BEDRM-2 CLOSET 5'0"X6'8" BI -FOLD WOOD WOOD HINGED 12 BEDROOM -3 2'6"x6'8" WOOD WOOD SINGLE 13 BEDRM-3 CLOSET 5'0"X6'8" BI -FOLD WOOD WOOD 14 15 16 A1410 - `,Ll,,P - CCPY ^ Gi 1TID_ ATLANTA PLAN WINDOW LIGHT AND VENTILATION CAUS LIVING/DINING/KITCHEN 520SF LIGHT REQUIRED LIGHT PROVIDED VENTILATION REQUIRED VENTILATION PROVIDED MASTER BEDROOM 187SF LIGHT REQUIRED LIGHT PROVIDED VENTILATION REQUIRED VENTILATION PROVIDED BEDROOM -2 129SF LIGHT REQUIRED LIGHT PROVIDED VENTILATION REQUIRED VENTILATION PROVIDED BEDROOM -3 118SF LIGHT REQUIRED LIGHT PROVIDED VENTILATION REQUIRED VENTILATION PROVIDED 41.6 SF 63.66 SF 20.8 SF 25.32 SF 14.96 SF 23.28 SF 7.48 SF 12.74 SF 10.32 SF 11.64 SF 5.16 SF 6.37 SF 9.44 SF 11.64 SF 4.72 SF 6.37 SF @ Er --2 LE O 7 o U C - �OO� O�'YE U'� 20 0� � d�aai c� mx E' m 0 N.0 L n E C F U C N � Td C U C 0"O�C No 00f O)�U C� OC t0C O y �dc N cc C O - C O = 0-0 m C V C O O V a p .N m dU2COT U L_ L. a C o j C d` U -O NGC N.N N N? e O� C Uy `SSL C O 0-. `O 0 N yO y .0 W0 � = G1 rk6--, O Up'6 O) -O C Td N E C 0- Wit- 6 -Wit6 C S d t oa oa N Ear pEp N O a m p Cp o O'n C U N � y.0 -Z l0 Q2t"O �_ �E N E fV din d a •N C N C N"- U Cha CS_]L O f6 z ��<'L°On W5 0:2 Q C J E F pd rnft Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 FLOOR PLAN UPPER LEVEL 0—g No A-5 A1411 - SL/'.D - CO`-'YRi^1'17ED. ATL/ -":TA PLAN1 ,30URCE, 1':C- ,,-!7 n Y GI inl �� I•�C-d., iJ\f � VINYL i_ .: �i, 7 RCHITE<CTU r' L AS 1-';-i/-1T OR I-! F,,GLAIC _, ROOF 1 x^ AfD FASCIA k"'/ 1x2 TR'r' ��"O SF1;''-ClftCLF 4" HnR!i L.!,P V!"IYL S'D!"1C xC V.D. TR! r1 Li S!D!NG i`' SPrr'n, TF:!".1 AS SPFC'D - rnyN�o �oo�a`O3v 2c��Ento- 0 0 � E w c c m X E c N f°cmWmoWa 4DF mE NU W dt E CZE>o aHoo� o N - , a c c m w.T15. rnmU C m Oc:g C m C N y mN W C O O 2o -v, C' a C o O U¢ p •y.`W d t0 C oa "OC �7C W.U..0 C LnD� N: CN'N ym2 ID co (OC>UtA (D N d O •-• C 16 C V U� mpO.r. p m+ -,CO N N eco tN O T N m E o r c oct—o.2>.m$ m—� u m wTc NCO W6 4:- R �>3�"Wa"NOp L N O> t Ca 0-W E'ao N y C V p ID T3 w.o W` w o 3 p- rn._ N E? m oco N c E �..- s-;oa cam i O 1p W m e -- mo>, UQ C � E O W N= 2 N O O ' Pmta t TRW Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 Sh.t Title ELEVATIONS D.-9 No A-6 A1,1, 10 - SLA!3 - COPYRICHTFD, c,TU,NTA rl- 'l SOURCE, l"C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16'AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMITTED FOR OPENING PRO ECTION IN ON ANDTA'OSTORYBUILDINGS. PANELS SHALL BE PRE CUTTO COVER GLAZED OPENINGS WITH ATTACHMENTHARDWARE PROVIDED. (REFE R T'0 SECTION 1609.1 4 ANO '1609.6.5 AND TABLE 1609.1.41 TABLE 1609.1.4 WINDBORNE DEBRIS PROTEC71ON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUSTI OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-0' OR LESS B. FASTENE RS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MA.SONRYOR MASONRY/ STUCCO, THEYSHALL BE ATTACHED UTILIZING M BRATION RESISTANT ANCHORS HAVING A MINIM UM W ITHDRA\VL CAPACTY OF 490 LBS. STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION Foaw 11E111G TU �'N 11 oE,M,11I—— � ow,"ol"sTS SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4%0" WIDE SPAN TABLE 1609.1.4 LY 1/4" 23132" APA SPAN -RATED 48/ 24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #8x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x 1 Y2" (W/ WASHERS) MACHINE BOLT @ 12" O C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 Ibs. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. NOTE ADDITIONS: 2x4 STRONG -BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S. # 10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. I Y. -... i t -i3 ; V,7 i -L F._.. L. Y` -/. GYPSU" 9 F:O:^.RD OVE" 2" X,1" U,IC)n_j BTU; iL 1r}., O C C O',':RFD "'V: T H _" C=YPSU'`1 FOUNDCTIC"1 FOOTI"iG - 16" 1X8 POUR,=D CONCRETE FOOTING 3500 F'S AT 23 DAYS P:11N V711 (2) ;t5 REEV R EEr RlIN1 D ON UND'+STUREED V!R^I' SO?L. REB/,R COt`CRETE COVERAGE TO EE 3" P."::^J. tr E EE:",R \;EF Ti f,! r C, ,a,.. F't=. • O": E.'..._"'!T ; 45' n C t'.', ? A S_I`,A':1)' RD 9^ D`. a F DIC- TF.r~ ,'!NATIO'! AT T I IF POT -TO",; OF -, f II= FOOTI';r. R",,- ",Ar, TO O\/i_RI_.AP OF 25" V."TH FOUND.AJION V,0,L i.. VFRTICAL F""FORCE'."ENT I I�olnit; FASTENER SPACING (INCHES) FASTE FE R TYPE PANEL SPAN <2'2'-0"<PANEL T SPAN < 4-0" 4'-LT<PANE L SPAN < 6=0' 6-V<PANE L SPAN < V -T 210 #6WOODSCREWS 16 16 12 9 212'#8WOODSCREWS 16 16 16 12 A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUSTI OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-0' OR LESS B. FASTENE RS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MA.SONRYOR MASONRY/ STUCCO, THEYSHALL BE ATTACHED UTILIZING M BRATION RESISTANT ANCHORS HAVING A MINIM UM W ITHDRA\VL CAPACTY OF 490 LBS. STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION Foaw 11E111G TU �'N 11 oE,M,11I—— � ow,"ol"sTS SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4%0" WIDE SPAN TABLE 1609.1.4 LY 1/4" 23132" APA SPAN -RATED 48/ 24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #8x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x 1 Y2" (W/ WASHERS) MACHINE BOLT @ 12" O C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 Ibs. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. NOTE ADDITIONS: 2x4 STRONG -BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S. # 10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. I Y. -... i t -i3 ; V,7 i -L F._.. L. Y` -/. GYPSU" 9 F:O:^.RD OVE" 2" X,1" U,IC)n_j BTU; iL 1r}., O C C O',':RFD "'V: T H _" C=YPSU'`1 FOUNDCTIC"1 FOOTI"iG - 16" 1X8 POUR,=D CONCRETE FOOTING 3500 F'S AT 23 DAYS P:11N V711 (2) ;t5 REEV R EEr RlIN1 D ON UND'+STUREED V!R^I' SO?L. REB/,R COt`CRETE COVERAGE TO EE 3" P."::^J. tr E EE:",R \;EF Ti f,! r C, ,a,.. F't=. • O": E.'..._"'!T ; 45' n C t'.', ? A S_I`,A':1)' RD 9^ D`. a F DIC- TF.r~ ,'!NATIO'! AT T I IF POT -TO",; OF -, f II= FOOTI';r. R",,- ",Ar, TO O\/i_RI_.AP OF 25" V."TH FOUND.AJION V,0,L i.. VFRTICAL F""FORCE'."ENT I I�olnit; r REF. I I I 1 R'DOP I F ",.NGT li ?� 34" 30" 30" 30" 10'-4" 36" T-0" N.y !NSULATU''! "FU VIULAR 15J" AS [,', GUU UY / O'l,'-- N S C0iT.NI';C3 (0,, I:_OIIPI-) \ I^JSII! A ION R V^.'_UE'S PER NYS 2010 FNFPR ,Y (''-)DF 1 R'DOP `, AIjt.Ti 1) ?� 2. EYlE'i10.`:'VIALL P-21 3 FLC'1RS -OVER UNHE(',TE_D E'-2 Z E'1`;t t.'"'T ir` .!J S, I`'-11 E. P.',`3EP,aEidT FLOOR R-'5 6 Pel CTS IN R 12" 24" T-0" iiE-L) IRUSSES' t; -I, 1%'O.C. AD` t' SI\/E. Fit LI'11 O)IfS ROo,'_!' `S ;'__LT TO STr",LLED ON PI_Y1":'OrJC) ROOFING FI=;OE'. TO, SP:. f`w r I �C'i:1 G" (R-21) �"' r�XE'OSl I�;E V!'VYL .`_'Inl"dG O`•./ ={: 1n.1ndy a n,,y"�_ 2x7, STUDS (T; 1G" O C. _T'J':__P L LO }R J'?T`_ (!Z'--',) -FLOOR fySSE"?LL l: "'CDX' TOt4GUE AND GROOV'7 ^LYV,'^OD FLOUR SHEATHING- (On 2^;32" F,DV, "dTECH' TC°:C.JE & C RO'OVE) GLUED /.ND SCREWED OVER LIGHT V."DOD 0 C Dc�e(' F1,7-rJc;"- unrl," J':-av-(, r Q( !;, -_.flr.. X GYF`SUF 1 VVII-LI-'OAFl CEILING ING !a 1 4 n n F7_ I "`•' , _ I _ . ? �-Iu � , . � .f;,G^: A. >l FOR F,.,� -� S.' P(Di_)RED C0Nr,'i ETA 1,Y/ ; RE r_1 (`-- C. E! ,Int F?N( vr'l� f 's; �i In L t_ ",R C� E _C G a E'1 U! "[ COPJI"!G CO°! ;RETE FLOOR S! f\3 - 4" POURED CONCRETE FLOOR SLAB tA!IT!IE"Y.n"t"V1.4XkNi.4''0PV1F.O dvN11CONC. f r,i F-_- F.) P')I.Y V,^ -,OR f.? ^.R! :'"=F'. OVER r,' C .. �.,t..-T�T1 1! FXr'AN JOINT > U Ofy 6 O X00:5 vm O N U= m 8,- 0 = S CO 0 6.= j O. L h U 0 N E E V 2oc,0)oE O Q-] 0 C N p w to ID c m=•— c C O C 4) N 0 cn '0 D - 0 n � m 3$ j p 0 Oa U O 10 -O C O E C 0_ ` -o a1ocN.`Nm2�' �ou�mpt cmicv � .-• = CL-. C U O m m �fn N O U p"O r 0_Ofc E -C O c�m mea o y«Ti (—D mLm.. p/U 0�. 30 _u p OZ o -p w E ao E N O �JTC"O C C p O.— COO _1 NLU.— -p N� p N` 0 ?i m O- L •p p = T-- d E N N N� 2- N UL o 3_ m cg N p� m� CSL m•- c CL �yiom�T°��3 V N� aQ C 3 E Proal Tgl Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 Sh-t Tme SECTIONS D..kog No CT A1410 - Si_F3 - COPY RIGHTED, ATLANT/,. PLf.N SOURCE, INC. RIDGE BOARD/BEAM AS REQUIRED SHINGLES AS SPECIFIED OVER BUIL FELT OVER PLYWOOD DECKING REFER TO PLAN FOR ROOF PITCH "SIMPSON" H2.5 OR SIMILAR HURRICANE ANCHOR CLIPS PLYWOOD SOFFIT WITH CONTINUOUS VENT GUTTER PER SPECS FASCIA FRIEZE BOARD VINYL SIDING EXTERIOR FINISH SHEATHING AS REQUIRED INSULATION AS REQUIRED RIM JOISTS AS REQUIRED PROVIDE ATTIC VENTILATION AS REQUIRED RAFTERS AS REQUIRED CEILING JOISTS AS REQUIRED INSULATION AS REQUIRED 1/2" DRYWALL: WALLS AND CEILING 2 X 6" P.T. SILLPLATE WITH 1/2"x 16' ANCHOR BOLTS @ 6' C.C. OR AS REQUIRED 4SFROARD ISH FLOOR AS SPECIFIED OVER DERLAYMENT/SUBFLOOR AS REQUIRED -LOOR JOIST AS REQUIRED DOUBLE FLOOR JOISTS BELOW PARTITIONS PARALLEL TO JOIST SPAN FINISH FLOOR AS SPECIFIED OVER SUBFLOOR AS REQUIRED FLOOR JOISTS AS REQUIRED INSULATION AS ,REQUIRED GRADE Sample Venting Calculation N La Per UBC Section 2516(c)6: 7 Brick or Rock m FOOTINGS SHOULD BE to secure 1sf NET FREE AREA /150sf o SLOPE plastic to Underfloor Area 8 foundation 3/4" (MIN.)METAL 1400 (Crawl Area) =III o a;.:I FLASHING Rr�66NOOCK =III =III _ — — =III=III=III=III—III=III os oo eP• A\ d d . o :a RIGID INSULATION AS DRAIN 9sf (Total Area Req'd) IIIIIIIIIIIII o•00 11 Vents I I—III I S IIIII � IITIITII � II I V REQUIRED BY LOCAL CODE .8sf (Net Area Per Vent) 1=Illi IIIIIIIII—III=III IIII I1III—II II—I 11I I1=III SIZE FOOTINGS PER LOCAL CODE III=III=IIIIIIIIIIII-III=III A "� POURED CONCRETE FOOTING SHOULD BE �IIIIII c ... ------ —OR C.M.U. BELOW FROST LINE -III=III=III=III=III =III=III=III=ill= IIIIII1I1 8" IN e VAPOR BARRIER FILTER FABRIC IF __ III - •" REQUIRED 1' °°oo o e ° o REBAR AS ° ° 1=1 °O.a° . REQUIRED PER LOCAL CODE I- ° 0 0 ° . ° o 4" PERFORATED DRAIN PER LOCAL CODE PIPE. FOOTING PER LOCAL CODE UNDISTURBED SOIL TYPICAL WALL SECTION SIDING OR SIMILAR EXTERIOR FINISH TWO STORY ON CRAWL SPACE Mud Sill Sill Seal & Capillary Break Vent Closure (Plug) to outside -_-����-IIIIIIII • I I —IIII — I I I I•a A"..%o � � II -1I I I � °III=IIII-111-IIII- =IIII=)III-IIII-IIILIIil-1111 Floor Decking Protected insulation depth below floor Ivvvv Sample Venting Calculation RIVER ROCK Per UBC Section 2516(c)6: 7 Brick or Rock ° FOOTINGS SHOULD BE to secure 1sf NET FREE AREA /150sf I=III=III=III-III= a A plastic to Underfloor Area 8 foundation REQUIRED 1400 (Crawl Area) =III o a;.:I = 9sf (Total Vent o ' .q 150 Area Req'd) os oo eP• A\ d d . o :a 9 9sf (Total Area Req'd) o•00 11 Vents I I—III I S IIIII � IITIITII � II I V DRAIN PIPE. .8sf (Net Area Per Vent) CRAWL SPACE VENTILATION RIDGE BCARD/BEAM AS REQUIRED SHINGLES AS SPECIFIED OVER BUILDING FELT OVER PLYWOOD DECKING REFER TO PLAN FOR ROOF PITCH "SIMPSON" H2.5 OR SIMILAR HURRICANE ANCHOR CLIPS PLYWOOD SOFFIT WITH CONTINUOUS VENT GUTTER PER SPECS FASCIA — FRIEZE BOARD SHEATHING AS REOUIRED INSULATION AS REQUIRED RIM JOISTS AS REQUIRED BRICK VENEER - WITH 1/2"x 16" ANCHOR 2 X 6" P.T. SILLPLATE BOLTS ® 6' O.C. OR AS REQUIRED WEEP HOLES © 4' O.C. WATERPROOF COATING AS REQUIRED GRADE 3/4" (MIN.) RIVER ROCK AROUND DRAIN FOOTING SHOULD BE BELOW FROST LINE FILTER FABRIC IF _ RECUIP,ED PER LOCAL CODE - 4" PERFORATED DRAIN PIPE. PROVIDE ATTIC VENTILATION AS REQUIRED RAFTERS AS REQUIRED CEILING JOISTS AS REQUIRED ATI—I nc 1/2" DRYWALL; WALLS AND CEILING U BASEBOARD W FINISH FLOOR AS SPECIFIED OVER UNDERLAYMENT/SUBFLOOR AS REQUIRED FLOOR JOIST$ AS REQUIRED d b DOUBLE FLOOR JOISTS BFl_OW PARTITIONS PARALLEL TO JOIST SPAN FINISH FLOOR AS SPECIFIED OVER SUBFLOOR AS REQUIRED FLOOR JOISTS AS REQUIRED POURED CONCRETE OR C.M.U. EXPANSION JOINT 4" CONCRETE SLAB WITH 6"x6" #10/#10 W.W.M, OVER 6r MIL POLY VAPOR BARRIER CODE UNDISTURBED SOIL TYPICAL WALL SECTION (3/4"=1') BRICK TWO STORY ON BASEMENT 6 5 4 3 2 J U a Y m o\ oo m FRAMING NOTES 1. ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 412 HEADERS UNLESS OTHERWISE INDICATED 2. JOISTS THAT ARE ATTACHED TO FLUSH BEAMS ARE TO BE HUNG WITH "SIMPSON" U-210 OR EQUIV. 3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS OVER PROVIDED FIREBLOCKING, DRAFTSTOPS & FIRESTOPS AS PER THE U.B.0 SEC. 2516F. 4. LUMBER SPECIES: A. POST, BEAMS, HEADERS, JOISTS & RAFTERS. NO.2 DOUGLAS FIR. B. SILLS, PLATES, BLOCKING, BRIDGING ETC. N0. 3 DOUGLAS FIR. C. STUDS STUD GRADE D.F. D. POST & BEAM DECKING UTILITY GRADE D.F. E. PLYWOOD SHEATHING \"CDX PLYWOOD, 32/16 F. GLU-LAM BEAMS Fb-2400, DRY ADH. NOTE: BRACE FOUNDATION WALL BEFORE BACKFILLING. BRACES SHOULD REMAIN IN PLACE UNTIL FIRST FLOOR DECKING IS COMPLETED. 4"CONCRETE SLAB REINFORCED WITH 6"x6" #10/#10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER OVER 4" STONE BASE #4 REBAR ® 16" O.C\ OR AS REQUIRED COMPACTED FILL —� WATERPROOF COATING AS - REQUIRED 3/4" (MIN.) III RIVER ROCK = AROUND DRAIN FOOTING SHOULD BE II= BELOW FROST LINE FILTER FABRIC IF ° ed REQUIRED o 0 4" PERFORATED DRAIN PIPE. SIZE FOOTINGS PER LOCAL CODE 1111 111 I H I I1.° •• 1 I 1=1 i 11 1 11 I I a oa -III=1111 ° =! I I III—IIII I I :IIIIII=1 � I—III— Mi< ° IIIIIIIII11 .'. IIII I IIII1 11= —III=III=III .o . ;I IMI—III ,o •. � ° 'a.ao�.o°:o \ e o o. . °oe o0.0.od a�1 FINISH FLOOR AS SPECIFIED OVER SUBFLOOR AS REQUIRED FLOOR JOISTS AS REQUIRED INSULATION AS J REQUIRED BASEMENT 2 X 6" P.T. SILLPLATE WITH 1/2"x 16" ANCHOR BOLTS ® 6' O.C. OR AS REQUIRED REINFORCED POURED CONCRETE OR C.M.U. WALL EXPANSION JOINT 4" CONCRETE SLAB WITH 6"x6" #10/#10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER OVER, 4" STONE BAST REBAR AS P.QU!RFD UNDISTURBED SOIL GARAGE WALL SECTION (3/4"=1') NOTE: BRACE FOUNDATION WALL BEFORE BACKFILLING. BRACES SHOULD REMAIN IN PLACE UNTIL FIRST FLOOR DECKING IS COMPLETED. 4"CONCRETE SLAB REINFORCED WITH 6"x6" #10/#10 W.W.M. OVER 4" STONE BASE COMPACTED FILL #4 REBAR @16" O.C. OR AS REQUIRED E SLOPE 4 M! . a a° Vn =1 1I=1I=11 I- IIIIII—IIII o' WATERPROOF METAL COATI FLASHING NG AS REQUIRED a° ° 3/4" (MIN.) RIVER ROCK AROUND DRAIN ° FOOTINGS SHOULD BE °A o� — =III=III=III=III BELOW FROST LINE I=III=III=III-III= a A "M . III- I—III—III=III=III 2I FILTER FABRIC IF =111 -III=III-III=1 11 �—IIII I I =1 REQUIRED III— =ITI— 1 a , =III_ o =III o a;.:I o ' .q III b°ogoe os oo eP• A\ d d . o :a °• 1 ° o °\ �QOA \ a •d o•00 4" PERFORATED I I—III I S IIIII � IITIITII � II I V DRAIN PIPE. III III= -IIIIII_III—III—III= I I I I II � IIIIIIIIIIITII � I� T I 1=III—I 11=1 11=1 1 11 11= I 11= I 11= SIZE FOOTINGS PER LOCAL CODE III=III=IIIIIIIIIIII-III=III FINISH FLOOR AS SPECIFIED OVER SUBFLOOR AS REQUIRED FLOOR JOISTS AS REQUIRED INSULATION AS REQUIRED BASEMENT 2 X 6" P.T. SILLPLATE WITH 1/2% 16" ANCHOR BOLTS @ 6' O.C. OR AS REQUIRED POURED CONCRETE OR C.M.U. EXPANSION JOINT 4" CONCRETE SLAB WITH 6"x6" #10/#10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER OVER 4" STONE BASE REBAR AS REQUIRED UNDISTURBED SOIL PORCH/STOOP WALL SECTION (3/4"=1') Please Note: These Construction Details ore provided as a service to Atlanta Plan Source, Inc. customers. The information shown is b on The Standard Building Code, Uniform Building Code, an ABO One and Two Family Dwelling Code, and re sent typical construction practices in Atlanta, Georgia USA. Speci rengnmayay require that these plans be changed o comwind, or other special conditions a reIt is recommended that you cos /1 gineer of your choice and that yo h�C' .officials prior to the start pc: ( .d S the responsibility of the Contr c modifications to ensure cc L mplijjnCe_ do �tu uta integrity. In any instanc th mp3e"itna 1' g4 y f` onto Plan Source, Inc. shall be to dG7`ttie' cha , e of the home plans. � �r`r o 0/25 ' COPYRIGHT(D1998 BY ATL_A.. . �� } C. DETAIL SHEET B o o -Da m 3v m cmc cO c m m m o m (De - m wm y O c— m -6 E N :E N - Z-L"Ec--Q f C OJdm w Td CID y �.-T•_C S ova c E wD m oy 'o�moc�oo�m� 'v co� d rn t5�ii cU�ONO VQO D7� R y N U N C T oE'_mL CL OL vcn2'�v mercy- ,co m m y L O m m OL U C a `ov.ci� 282 cmms_w y L m m w O (:>7s 5 N TO .--. C L.. C U 0 dN (DVI NO V p•O ram o c �.mmEco'c$ >,"umim '<-D m 216 em-. N m G1 U C -p N N U N'0« m•�a m E o co 00 0o uc SElno 0a m c m— 8m•o �.-COO y U:- -pNo"m 8No3 C o V w= j_ U m E. L -O O mZ�vrn6 E °fc c5 -Ey O'C m D_ CLL DZI d U¢Cjl_ _9oo v.0a Tek Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631)298-2046 sheet nu. DETAIL SHEET 1 DmMhg No A-8 l,1-^.' �' - SL_r 1i - CCS' "3 PIC;:-iTEC�, J`;Tl.!' "' ;-� P!. -(`•,P7 S�r?Ut'CE, I.';... MOLDING — HEADER FACE BRICK SMOKE CHAMBER DAMPER FACE BRICK LINTEL ANGLES (SEE LINTEL SCHEDULE) MI _ ASH DUMP FIRE BRICK RAISED HEARTH? < < 1IT - STEEL LINTELS FOR MASONRY #4 REBARS © 8" -1 CLEAR SPAN Q.C. LOADS EACH DIRECTION < d 4" BRICK VENEER ASH C.O. VENEER 12x8 C.I. < BASEMENT __\I 6" < d VARIES 6" SLAB d 3 < < d d d 31T2 5/16 <d d <d ° n'4, 3 'b0° °III VARIL$ <d d -III=III=III=III=III-I1LIIlo 11=III=11�11�111 II=111 a PE < LO,AL 11=III=11111=III=III=III=11 I -I H 1 X111=III-1I I� I1=I C DE I1=III-III-1 I I �III- I I hI II- • IL=11111=III-11111=III �• °• < • • Q a < x 5 x d 7' #4 REBARS O 8" 4 x O.C. EACH DIRECTION TYPICAL FIREPLACE SECTION (3/4"=1') BRICK VENEER 2 X 6" P.T. SI'._LPLATE WITH 1/2"x 16" ANCHOR BOLTS O 6' O.C. OR AS REQUIRED SEE CRAWL SPACE VENTILATION SECTION FOR VENT INFORMATION FOOTING SHOULD BE BELOW FROST LINE FLOOR JOISTS AS REQUIRED INSULATION AS METAL FLASHING POURED CONCRETE OR C.M.U. REBAR AS REQUIRED VAPOR BARRIER FOOTING PER LOCAL UNDISTURBED CODE SOIL CRAWL SPACE DETAIL Glula m Beam ,Fasteners 1--1/2" bolt for 5A,B,C,D Series 1--3/4" bolt for 7A,B,C,D oa Series 0 Q o Q TYPICAL BEAM SEAT SIMPSON GLB 4" CONCRETE SLAB REINFORCED WITH 6"x6" #10/#10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER OVER 4" STONE BASE c Post Fasteners Nails --14-16d Bolts --2--1 /2" 1 " S t a n d o f f Satisfies Code Requirements 2" Min Sidecover °o ° 00. O. POST BASE SIMPSON PBS44 EXTERIOR FINISH (SEE PLANS) FLASHING RIGID INSULATION WITH 'PROTECTIVE COVERING OR INTERIOR INSULATION COMPACTED FILL STEEL LINTELS FOR MASONRY CLEAR SPAN NO FLOOR LOADS (SEE PLANS) 4" BRICK VENEER 6" STONE VENEER 4'OR < 3 1 5/16 2 x 3 1 2 x 3 1/2 x 5 x 5/16 5' FLASHING 31T2 5/16 2 x 3 1 2 x 3 1/2 x 5 x 5/16 6' ON am, 4 x 3 1 /2 x 5/16 5 x 5 x 5/16 7' PER 4 x 3 1 /2 x 5/16 5 x 5 x 5/16 8' ti 11�11�11 5 x 3 1 /2 x 5/16 5 x 5 x 5/16 9' 5 x 3 1 /2 x 3/8 5 x 5 x 3/8 10' 6 x 3 1/2 x 3/8 5 x 5 x 1/2 BRICK VENEER 2 X 6" P.T. SI'._LPLATE WITH 1/2"x 16" ANCHOR BOLTS O 6' O.C. OR AS REQUIRED SEE CRAWL SPACE VENTILATION SECTION FOR VENT INFORMATION FOOTING SHOULD BE BELOW FROST LINE FLOOR JOISTS AS REQUIRED INSULATION AS METAL FLASHING POURED CONCRETE OR C.M.U. REBAR AS REQUIRED VAPOR BARRIER FOOTING PER LOCAL UNDISTURBED CODE SOIL CRAWL SPACE DETAIL Glula m Beam ,Fasteners 1--1/2" bolt for 5A,B,C,D Series 1--3/4" bolt for 7A,B,C,D oa Series 0 Q o Q TYPICAL BEAM SEAT SIMPSON GLB 4" CONCRETE SLAB REINFORCED WITH 6"x6" #10/#10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER OVER 4" STONE BASE c Post Fasteners Nails --14-16d Bolts --2--1 /2" 1 " S t a n d o f f Satisfies Code Requirements 2" Min Sidecover °o ° 00. O. POST BASE SIMPSON PBS44 EXTERIOR FINISH (SEE PLANS) FLASHING RIGID INSULATION WITH 'PROTECTIVE COVERING OR INTERIOR INSULATION COMPACTED FILL ill 111 -^II a -nI=III= _ — I-I- III�II-III -III-I �I=I 1=II�III 11L '^ (SEE PLANS) MUD SILL -II�II�III III III III- -II�II_III � • ° , � • JE AL E REQUIRED �LOCAL UNDISTURBED SOIL FLASHING SLAB FOUNDATION DETAIL SEE PLA J I II=I 11`-11 I =111=III=� d ° H1�11�11�11�= � • ° ° 1- 31HI1=111=11�I -IIIIII • ° <• . •°, I 11�LI�11 III r � ° • ° I STEP I PER LOCAL 4" CONCRETE SLAB REINFORCED WITH 011i��#10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER OVER 4" STONE BASE PER LOCAL CODE Minimum Requirements Baluster spacing (clear) 4" max. Clearance above nosing 6'6" min. Lnnding length & width equnl to stair width. Landing railing 36 to 42 " above landing. Nosing 1 1/8". Rise 7 3/4" max. Stair railing 30 to 34 " above nosing. Tread 9" min. Width of stairs 36" min. "ANDRAIL " SPHERE MAY NOT ASS THROUGH X 2 BALUSTERS URNED OR FLUTED X SHOE RAIL FOR ALUSTERS 4 if OSING OF TREAD SP4 W n l rl l �r =lil 1 I II -II 1= ` • ' , � • 1-I l Irl lel ISI Il—1 -11 111 PER LOCAL SECTION A 2x4or2 11 1-1 1 1 1/8" PART. BD. BULLNOSE TREADS GLUED & SCREWED 1/2" PLYWOOD RISERS 6" SPHERE MAY NOT PASS THROUGH (3) 2 X 12 STRINGERS 5/8" TYPE "X" GYPSUM BD. TYP. UNDER STAIRS STAIR DETAIL SIMPSON "STRONG -TIES" EXTERIOR FINISH PRESSURE TREATED (SEE PLANS) MUD SILL REBAR AS SILL SEALER AND REQUIRED CAPILLARY BREAK FLASHING `" ° ° • _ -_ �i>;naiEl��v�A�T�'E�t�•lkkl aoo, a II -III AS REQUIRED ON am, PER=IIElI1=1I=1Irl11=111=11I- ° =1I�I II II LOCAL II -11f II III=II =1T1 ° °=1 11=111=1 I �I I1 -I 11=111=111 -IIF • =III=11�11FE11 11-111- PER CODE I E1111II=II�111FIIIJIIIFIIII[F111=III=��IL�II III�LrII�IlE11 111 1111111 ° �11=11�IIIFIIIIIII i[_ff Il11E11 LOCAL TII I1111IIT I I IT III III 111 ° •• I I �V-11 1111 CODE II VIII IIS VIII IIII III • ti 11�11�11 -I1=11�IT_�11-(Ti-I�I�Ir • • 1111-Ilul~Ti-� u�111 � -FEILFEI�11 -u1u rl-�Te1i1=11= II—II�II�III���II���II _ _ r�IJ�c�ll_��II UNDISTURBED SOIL MONOLITHIC SLAB ON GRADE DETAIL PER EDGE I MUD SILL DETAIL SHEET C Z5 M; > >— �, 3000 d U—@U> 2ooc�n�� vic>vTE°'v cv c oix E � N o"ljg E E � u0i C0 cc E C�Lvi N N L L Of �•Z aEim o m -- RD -'-' c no1. o,o I Dov cE C= O CL Q C -S NOO)Q CO -- 'O �— @ O .N n -W W � N rn U E— = 0 C � � C O? 6)OC rn � @(6413 @ OL U C Q Oa � ci � 2 0 V d @ C @ @ d O a _ @ @ @C>V16)Ua- d =, C +t-• N U C 6, N C. N O Q. C. E c �>.mmECoro C(1"' �N 6)�Nt6 .� C O N @L-- d U C•O @ @ U y•p---+ �� ��...�aN Ouf 20 > • a0. 0-0 sa•�+E,no @C CO- 8 MD 'O N O 6) N `0- M O V d> r O U m E"ai�ayiiN N� CQ� TO UQ C J E S NL N O Q r vm,aa rrtb Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 sn-ctm° DETAIL SHEET 2 D—N N. A-9 Al SLA.F CC:'Y` IGI .TED, A T LA"! -A PLA.": SGU :C-, I'.., 4'-0" length 3/4" reinforcement side of TJI 10d s' Attach reinforcement to joist top j/ and bottom flanges with 8d (2 1/2") common nails at 6"o.c. When reinforcing both sides , stagger nails to avoid splitting. TJI CANTILEVER DETAILS --e side. Use joist is greater ?" O.C. both sides 3eveled ?x4 block TJI RAFTER DETAILS 1/2" DRYWALL VAPOR BARRIER SHEATHING AS REQUIRED EXTERIOR FINISH (SEE PLANS) LSTA18--Fasteners 14-10d Nails --� 15/8, Min. (typ.) SSP [°I SSP LTP4, LTP5 or GA2 spacing (DSP similar) as required for shear. SSP spacing for uplift. (Other connectors available.) STUDS AS REQUIRED SOLE PLATE FLOOR JOI FIRST FLOOR E e nO e � e ° ` v ° SLOPE BACKFILL " FOR DRAINAGE ° COMPACTED ° BACKFILL UNDISTURBED o SOIL ° o o WATERPROOF o COATNG AS REQUIRED , w° oho 1P a e o 4" DRAIN PIPE WITH �o cpo 2" o o GRAVEL BELOW 000� o o„o„o CS16--Fasteners 20-10d Nails MST18--Fasteners / 14-10d Nails SSP FLOOR PLATE ACHORING SIMPSON "STRONG -TIES" 2 X 6" P.T. SILLPLATE WITH 1/2"x 16" ANCHOR BOLTS ® 6' O.C. OR AS REQUIRED CAULK OR USE =' SILL SEALER o REINFORCED POURED 0 CONCRETE WALL > Z 0 m O FOUNDATION z v D 8" REINFORCED z POURED _ CONCRETE AS REQUIRED 4" CONCRETE SLAB REINFORCED WITH 6"x6" #10/#10 W.W.M. OVER 6 MIL POLY VAPOR BARRIER OVER 4" STONE BASE EXPANSION JOINT Uplift connecors shall bypass each other to prevent cross -grain tension of band joist. NOTE: SHEATHING AS PART OF SHEARWALL 'MENT (S.W.S.) WHERE NOTED ON FLOOR �N SHALL_ BE CONTINUOUS FROM SILL TO ' PLATE OR ADEQUATELY BLOCKED AT QTS. 8d COMMON NAILS @ 6 " O.C. EDGE ) FIELD ]OLD DOWNS REQUIRED AT ALL FOUR NERS OF STRUCTURE UNLESS OTHERWISE ED HOLD DOWN SIMPSON "HDB" SHEARWALL SEGMENT DTL. (TYP.) TYPICAL INTERIOR ELEVATION cp BRIDGING 000 00 oo oo° o0. o°oma FOOTING PER LOCAL CODE ol REBAR AS REQUIRED TB TYPICAL FRAME WALL SECTION BRICK TIE Irv. a 21/2- of Toa FLANGE MATERtAI MIN. NAILe1G cGNi1GlIRAr0 A . THAI BEAM TO BEAM HUSA BT HIT—ON—I TYPICAL FASTENERS SIMPSON "STRONG -TIES" ALL STRAPING TO BE INTALLED 16" O.C. A CONTINUOUS CONNECTING PATH MUST BE PROVIDED FROM THE STUD TO THE GIRDER BELOW H1-- Fasteners To Rafters --6-8d x 1 1/2" Tn PIn+P--A—Rr1 MST18--F 14-10d N( MA6 Faster Sides -4-10( Top --4-10( HEADER & RAFTER TIES SIMPSON "STRONG -TIES" 4 Fasteners 1 Od x 1 1/2" Header 05 Fasteners ;s, 2-10d x 1 1/2 4 10d x 1 1/2" HPAD22 8 inch Dour Fasteners 21-16d Nails 3olts 4-1 /2"dia. KPOSURE VINYL SIDING OVER 'EKHOUSE WRAP OVER Yz" PLYWOOD SHEATHING OVER 6" STUDS @ 16" O.C. WITH 5-1/2" FT BACKED FIBERGLASS INSULATION TS BETWEEN STUDS COVERED WITH y" GYPSUM ;DXPLYWOOD SUBFLOOR 10" FLOOR JOISTS "X 20 GAUGE STEEL COILED 4P #CS20 AS MFG'D BY SIMPSON BEARING MIN.) 16" O.C. H2.5a STRAP EACH SIDE OF JOIST A (3) 8d COMMON NAILS @ EACH OF STRAP AS MFG'D BY SIMPSON "X 20 GAUGE STEEL ED STRAP #CS20 AS MFG'D IMPSON (12" BEARING MjN.) MLL STRAPPING TO BE INSTALLED 16" O.C. CANTILEVERED FLOOR DETAIL NOT TO SCALE DETAIL SHEET D 1TyL O j p � O C= �. Q_2 t3U . =�o9E- E �61 NC�cE6E41 om C N mN -yy��G,oE w f dm20lEvo1 O Q�OC M)� NN c no B o 1& Qic 20oT26� c— o ct o1c"a V C�N CL O O� C O V (V Ol... V �d� yV N_NQ O N N U 2ULCL p: V C 5 E C O_` UV (U C N'NN 2p 2 N "-0.0 Ow 5 C 2T p V � U 0 041 O� m C 021 O U R Y�o1TNv:oc >.a1mE5o"c� C 26L/l041 641. 26 N 26 '= lU pVp1� -8 O 0>¢'U= C d D b = oZ oa w E ao ig�'O CVF E,�Eyo _ C -A26ct6 c, w fU ` N 3 C O V NLD.>>_ O ti N it L_ V pT— E2mului`1cE 3 t6� UC�n-Cm. �w C�72O1i1�rn�°cmoi. oticzm U o— O Q C t E r a,oba rete Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 sheet Tme DETAILS SHEET 3 Drawing No A-10 (I•II I I 151�� � ���<i1i131yVIL��■■� ■M1�1����1�1�� 0=1ff1����1�1�� �III�������� II•II - - TYPICAL INTERIOR ELEVATION cp BRIDGING 000 00 oo oo° o0. o°oma FOOTING PER LOCAL CODE ol REBAR AS REQUIRED TB TYPICAL FRAME WALL SECTION BRICK TIE Irv. a 21/2- of Toa FLANGE MATERtAI MIN. NAILe1G cGNi1GlIRAr0 A . THAI BEAM TO BEAM HUSA BT HIT—ON—I TYPICAL FASTENERS SIMPSON "STRONG -TIES" ALL STRAPING TO BE INTALLED 16" O.C. A CONTINUOUS CONNECTING PATH MUST BE PROVIDED FROM THE STUD TO THE GIRDER BELOW H1-- Fasteners To Rafters --6-8d x 1 1/2" Tn PIn+P--A—Rr1 MST18--F 14-10d N( MA6 Faster Sides -4-10( Top --4-10( HEADER & RAFTER TIES SIMPSON "STRONG -TIES" 4 Fasteners 1 Od x 1 1/2" Header 05 Fasteners ;s, 2-10d x 1 1/2 4 10d x 1 1/2" HPAD22 8 inch Dour Fasteners 21-16d Nails 3olts 4-1 /2"dia. KPOSURE VINYL SIDING OVER 'EKHOUSE WRAP OVER Yz" PLYWOOD SHEATHING OVER 6" STUDS @ 16" O.C. WITH 5-1/2" FT BACKED FIBERGLASS INSULATION TS BETWEEN STUDS COVERED WITH y" GYPSUM ;DXPLYWOOD SUBFLOOR 10" FLOOR JOISTS "X 20 GAUGE STEEL COILED 4P #CS20 AS MFG'D BY SIMPSON BEARING MIN.) 16" O.C. H2.5a STRAP EACH SIDE OF JOIST A (3) 8d COMMON NAILS @ EACH OF STRAP AS MFG'D BY SIMPSON "X 20 GAUGE STEEL ED STRAP #CS20 AS MFG'D IMPSON (12" BEARING MjN.) MLL STRAPPING TO BE INSTALLED 16" O.C. CANTILEVERED FLOOR DETAIL NOT TO SCALE DETAIL SHEET D 1TyL O j p � O C= �. Q_2 t3U . =�o9E- E �61 NC�cE6E41 om C N mN -yy��G,oE w f dm20lEvo1 O Q�OC M)� NN c no B o 1& Qic 20oT26� c— o ct o1c"a V C�N CL O O� C O V (V Ol... V �d� yV N_NQ O N N U 2ULCL p: V C 5 E C O_` UV (U C N'NN 2p 2 N "-0.0 Ow 5 C 2T p V � U 0 041 O� m C 021 O U R Y�o1TNv:oc >.a1mE5o"c� C 26L/l041 641. 26 N 26 '= lU pVp1� -8 O 0>¢'U= C d D b = oZ oa w E ao ig�'O CVF E,�Eyo _ C -A26ct6 c, w fU ` N 3 C O V NLD.>>_ O ti N it L_ V pT— E2mului`1cE 3 t6� UC�n-Cm. �w C�72O1i1�rn�°cmoi. oticzm U o— O Q C t E r a,oba rete Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 sheet Tme DETAILS SHEET 3 Drawing No A-10 RIDGE ICL121111q PSON C: A RAFTER/RIDGE/RAFTERWITHCT RIDGE RAFTER J SIMPSON CS20 21" LONG x� SIMPSON LSSU OR LS SERIES Al RAFTER/RIDGE/RAFTER W/OCT 2ND. FLOOF 2ND. FLOOF SUBFLOOR RIM BOARD I SIMPSON LF 1ST. FLOOR 1ST FLOOR FLOOR TO FLOOR RAFTER - TOP PLAT SIMPSON H7 WALL STU RAFTER/PLATE/STUD 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR --- RIM BOARD SIMPSON CS16 36" LONG — EVERY OTHER STUD AND EVERY STUD OVER HDRS 1 ST. FLOOR TOIL PLATES 1ST FLOOR WALL STUD FLOOR TO FLOOR RAFTER SIMPSON H8 OR TOP PLATE SIMPSON CS20 18" WALL STUD RAFTER/PLATE PLATE/STUD 1ST. FLOOR WALL STUD 1ST. FLOOR PLATE\ SUBFLOOR SIMPSON CS20 36" LONG \\ RIM BOARD \ DOUBLE OR SINGLE SILL PLAI E \`1 FOUNDATION WALL STUD/PLATE/SILL KING S HEADE SIMPSON F SIMPSON C JACK (a)HEADER/STUD HEADER/JACK 1 ST. FLOOF 1 ST. FLOOF SUBFLOOR SIMPSON CS20 RIM BOARC DOUBLE SII SIMPSON LPT4 FOUNDATIC STUD/PLATE PLATE/SILL POST I SIMPSON CB SE i P.C. FI G POST ANCHOR FOR COVERED PORCHES POST SIMPSON ABU SERI P.C. F( E OF G \ POST ANCHOR �� � o\�� O ±V, �r01,2G5 0 7 �J SIONA� �OO-O .c] tnLm m V E m �=mmm oma T vi NC�(Ep�O yo C�N'aE O U m a, g C p'y C E tTm U C m O C m �o �c ° m U p p _- a = O Ua p .N -N �r ANNUr 6j E— 'O=� =O.` 2, 1,°Jm?s OL U C D- O C C C N= O U d Rw m m Nom"' C UN�p-OOU��. o cEE:c 2am8 m—a dein m 'O C N mL U1 U O ma•V= Cw N >2-2 to �LfnNO L o.o �-o E Qo E—�' o r o�'md 22= momm"mSm- dm m9oaC)—O. o�L�2: E � f rq.d Tdk Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 sheet rme STRAPPING DETAILS Om,,N No A-11 Al41;,u - S'-n,r' - C1D"`YF !C' `,'-D, ATi._P�,. TA F'� _A!: �:OU7CE, I' CONNECTION SIMPSON STRONG -TIE A RAFTER/RIDGE/RAFTER WITH CT * CS20 21" LONG RAFTER(RIDGE/RAFTER WITHOUT CT CS20 21" / LSSU OR LSU B RAFTER/PLATE/STUD H7 RAFTERIPLATE H8 OR H2.5 PLATE/STUD CS20 18" LONG C HEADER/STUD H3 HEADER/JACK STUD CS20 12" LONG D FLOOR TO FLOOR LFTA or CS 20 36" LONG E STUD(PLATE/SILL CS20 36" LONG STUD/PLATE CS320 16" LONG PLATE/SILL LP T4 F ANCHOR BOLTS SSTB16 G POSTANCHOR FOR DECKS CB SERIES POSTANCHOR FOR COVERED PORCHES ABU SERIES ! * 1X6 OR 2)(4 - 16" 0/C COLLAR TIES MIN ! POST I SIMPSON CB SE i P.C. FI G POST ANCHOR FOR COVERED PORCHES POST SIMPSON ABU SERI P.C. F( E OF G \ POST ANCHOR �� � o\�� O ±V, �r01,2G5 0 7 �J SIONA� �OO-O .c] tnLm m V E m �=mmm oma T vi NC�(Ep�O yo C�N'aE O U m a, g C p'y C E tTm U C m O C m �o �c ° m U p p _- a = O Ua p .N -N �r ANNUr 6j E— 'O=� =O.` 2, 1,°Jm?s OL U C D- O C C C N= O U d Rw m m Nom"' C UN�p-OOU��. o cEE:c 2am8 m—a dein m 'O C N mL U1 U O ma•V= Cw N >2-2 to �LfnNO L o.o �-o E Qo E—�' o r o�'md 22= momm"mSm- dm m9oaC)—O. o�L�2: E � f rq.d Tdk Radich Split Level 2870 Henry's Lane Peconic, NY 11958 (631) 298-2046 sheet rme STRAPPING DETAILS Om,,N No A-11 Al41;,u - S'-n,r' - C1D"`YF !C' `,'-D, ATi._P�,. TA F'� _A!: �:OU7CE, I'