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Home My WebLink About47368-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 #: 47368 Date: 1/21/2022 Permission is hereby granted to; Frade, Paul _ 33 Gallahad Ln Nesconset, NY 11767 To: construct single-family dwelling as applied for per DEC, Trustees & SCHD approvals. At premises located at: 8150 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 87.-5-23.6 Pursuant to application dated 7/21/2021 and approved by the Building Inspector. To expire on 7/23/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,869.60 CO-NEW DWELLING $50.00 Total: $1,919.60 A spector TOWN OFSOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 h,,.! °,` -Aw, old o vnny, Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only £ PERMIT N0. Building Inspector; UL —21 2-21 Applications and forms must be filled out in their entirety.Incomplete BL-11-DAG DEI._ applications will not be accepted. Where the Applicant is not the owner,an T £ $, p ' T `f rj , Owner's Authorization form(Page 2)shall be completed. Date: s' OWNER(S) OF PROPERTY: Name: PUL Irv_yV>S SCTM#1000- Project Address: Phone#: Email: Mailing Address: 3,3 CONTACT PERSON: Name; Mailing Address: „k,-43--CG0A!�: ,4- AlY 11-702 Phone#: (;-16 Email: f DESIGN PROFESSIONAL INFORMATION: Name: 6 'j Mailing AddressgleVett wixq two Phone#: 6 a Email: C0 CONTRACTOR INFORMATION: Name: t Mailing Address: t Phone#: 5^163Email: - p Od VW00kc-0 Wveell'a Aci, 0A- DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: C.Othert $ iia Will the lot be re-graded? es ❑No Will excess fill be removed from premises? 6*65's ❑No 1 PROPERTY INFORMATION Existing use of property: �EV4[cutl-4) Intended use of property: e C e Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 8Vo IF YES, PROVIDE A COPY. heck Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): C' ❑AuthoriJzed Agent eewner Signature of Applicant: Date: STATE OF NEW YORK)) j� COUNTY OF SJ ) 'Pa4N being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application -`- JOANN P. N1AG Sworn before me this f _ 0TARY PUBLIC,state of New York No 5010350 L/ ZQ\ � 1 ` day of ,- . -,. E Notary-Ruii .._ s- �.. PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 U. U COREY CREEK ROAD o No > M 70 0 ac) C, z rfl 0 �Z;o c: zr- mr ow 00' N25'53'00'E 250. Z P p -14 525"53'00"w 60.00' zo 0' M. 4— Wg 1 ht 91 W TO 89 TJ T g, fel p 1-51 1Y Fri r7l 5, 0 3 200.00' 55 'a m coil :01 ;o 6 z Zm2 Fc 02 V A t 7 m > SANITARY SYSTEM DESIGN rn 0- > FRADE RESIDENCE M 0 I/A OVVTS Z 8150 MAIN BAYVIE m VV ROAD NG P.C. 7� NY SOUTHOLD, 11971 > THOMAS A ODWYI, HOMEPORTAIP�W LIC. NO. 094873 0 r .2 0 PO BOX 1111 SETAUKET, NY 11733 Glenn Goldsmith,President i6 SO Town Hall Annex A.Nicholas Krupski,Vice President 'rte 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 15, 2021 Paul Frade 8150 Main Bayview Road Southold, NY 11971 RE: 8150 MAIN BAYVIEW ROAD, SOUTHOLD SCTM# 1000-87-5-23.6 Dear Mr. Frade: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, September 15, 2021: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#9800, as issued on January 20, 2021 from Jack Cipriano to Paul Frade. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at(631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees GG/dd 4 - -MM %'Z s BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK VAN 1 - PERMIT NO. 9800 DATE: JANUARY 20,2021 ISSUED TO: JACK CIPRIANO PROPERTY ADDRESS: 8150 SIN BAVIEW ROg .SO U THOLD SCTM# 1000-87-5-23.6 ir, M, _ AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 1111 accordance with the Resolution of the Board of Trustees adopted at the meetingheld on Jams = 0. 0?1, and _ 'g in consideration of application fee in the sum of$250.00 pad by Jack Cip iano and subject to the Terms and �N Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: a � § W R-M Wetland Permit to construct a proposed two-story 40'x65.2' dwelling with attached two-car garage; _ 61x40' covered porch,and 10'x.16.5' proposed deck; the installation of utters to leaders to drywells to P P P g _d IMF contain roof runoff; install a public water line; (sanitary system 158' from wetland and out of jurisdiction);with a 60' Non-Disturbance Buffer area along the landward edge of the wetlands; with the condition that an Innovative Alternative Wastewater System be installed utilizing the approved plan; _ V and as depicted on the survey prepared by Kenneth M.Woychuk Land Surveying,PLLC,received on AN Egg October 5,2020,and stamped approved on January 20,2021. Aa IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these LlgiQ �� presents to be subscribed by a majority of the said Board as of the 20th day of January,2021. Vic y ~ lEg lif F01 SIR �� aR Jh FVi ONMM pa t a a _ :_ } _ r r s s \; NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403661 F:(631)4440360 www.dec.nygov November 6, 2018 Jack Cipriano 18 Hawthorne Ave Central Islip, NY 11722 Re: Permit#1-4738-03509/00003 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. if you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, and a Notice of Commencement/Completion of Construction. Please note, the permit sign and Notice of Commencement/Completion of Construction form are sent to either the permittee or the facility application contact, not bath. Sincerely, Eugene R. Zamojcin Environmental Analyst GRZ Enclosure tof Envkatiffwntal Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03509 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: JACK CIPRIANO CIPRIANO PROPERTY 18 HAWTHORNE AVE 8150 MAIN BAYVIEW RD f SCTM 1000-87-5- 23.6 CENTRAL ISLIP,NY 11722 SOUTHOLD,NY 11971 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631)765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.913 NYTM-N: 4546.343 Latitude: 41°02'22.0" Longitude: 72°25'09.9" Project Location: Town of Southold Watercourse- Corey Creek Authorized Activity: Construct a two story single family dwelling with associated 10'x 16.5'deck, covered porch, (3) sets of steps,attached garage, septic system, (2)drywells,and driveway. All work must be in accordance with plans stamped "NYSDEC Approved" on 11/6/2018. DEP-ARNO Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03509/00003 New Permit Effective Date: 11/6/2018 Expiration Date: 11/5,12023 Page 1 of 7 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03509 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stol2B ok50 Circle Rd Stony Brook,1 1 790 -3409 Authorized Signature: ,' Date t Z c 1`lS Distribution List PATRICIA C MOORE Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the,form must also be signed and returned,along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. 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 Kenneth M. Woychuk, last revised 4/512007. Page 2 of 7 Aft alkwo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION lqw Facility DEC ID 1-4738-03509 4. Install,Maintain Erosion Controls Necessary erosion control measures, i.e.,straw bales, silt fencing, etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 5. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 6. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands'or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 7. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. s. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 9. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 10. Sanitary Systems above Groundwater Sanitary system.(bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. 11. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 12. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 13. Clean Fill Only All fill shall consist of clean sand,gravel,or soil (not asphalt,slag, flyash,broken concrete or demolition debris). 14. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 15. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03509 16. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 17. Establish 'Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established.There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 18. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record,along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection SUNY @ Stony Brook 50 Circle Road Stony Brook,NY 11790-3409 Attn: Compliance 19. State Not Liable for Damage The State of New York shall in no case be Iiable 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. 20. State May Order Removal or AIteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 21. 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. Page 4 of 7 Aft taboo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION maw Facility DEC ID 1-4738-03549 22. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 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 BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 5 of 7 Ask NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-03509 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c, exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. 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 Iaws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 6 of 7 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03509 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 pennitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 W/IoLffluc€ W4TER S.C.T.Ma DiS:1000 SEC:87 BLK:5 "RIG—os_cle5 MAIN DA TTEW ROAD (8$') ...,..- - - - - - - - - - ,.a.,- - - - - - - - Exsrum TATER xi. ; Ps s stro,71 0- 185,1-8 6 ,a . t �r X599 59,9 s DWELLINGS _ WlPUBLIC WATER CONDOMINIUM a COMMON AREA LAND NJF OF "THE COVE AT SOUTHOLD" � g � .` q 1` LAND NJF JANICE HILLMAN SITYLES Ida ad 44 OF CtrArztNC to 0- D e' i €, - SUFFER.`` -- g.L ' RI1•< �'�.: `a ~\ — 00 V4 TO P= z WATER ` 1y,4' ? T. 1 �22T � _ PALE � \ mmuv \ \ %. r \ \ 1184'07'00" \ \ \ 125,00`OV �\ A 115.00(ACTUAL) DWELLINGS i , \ ED� WIPU LIC WATi�R oa to 0. Subjec[ Property; Jock Cij°,!iono � \ \��\ \ _, �--�r�- �' L Moan @ayvle:a Rood S—chola NY 11971 v- .a 'f€,I AkEA LAND N/F '; xa 1 ' ' y ' a 'THE COPE A7 SOUTHOLD' .,." '� f, 1 TOTAL LOT AREA: 40,500 50.FT. OR 0.93 ACRES � UPLAND LOT AREA: 38,610 SOFT, OR O.89 ACRES ALL IMPERNOUS 5'hTFACE 5,M S.F.OR 158 NOTE- LOT OTELOT COVERAGE: SILT SCREEMNO Wif tt Y BALES ARE REQUIRED ALD,W4 APPROVED UMTS OF CLFARM PROPOSED HOUSE 2, SF OR 0 75 4 5 PER NEW K' GUIDELINES FOR URBPoN ERO&cq AND SEDWE.r CflNTRD, NVGO PROPOSED DE &STEPS 210 SF OR 0.58 PROPOSED MOW 4 REAR STEPS %5F OR 0.1 SS lrArc< i'ut--` - moi'* sig' sAti 4 z= TOTAL PROPOSED LOT COVERASE-2.877 SF OR 7.08 .s t{sF $To s + FAt . _ A N& ; > m = NAS= CALCULATIONS. etcc. FOOTPRINT = 2,608 s .F. ,Of: otscR,s DRoPERT A ,Alio: .o : . •£ x 0 765=432.9 < 433Wf REQUIRED _ • - (2) z3'DIA x 5' NEEP DRYWELL=447cf PROVIDE-) g nrmn BAY VIEW - T—`N`,SOUTHOLD t.B h' -ast wig -a CYT =,Pu.0 COASTAL BARRIER BOUNDARY ;' r \ \ = SJFFOLK COUNTY,NEW YORk I F,-- d�.. i�#_a- ID-NTI, 12-16-90 P.D a Ida M n s Nv Y k 1193, UPDATE WETLAND FLAGGING 08-18-18 DU 925 92 SCALE:1'=20' DATEAUG. 12. 2005 - rm,n(u laae,aaa �A:188,7 aer-,er N 11 L=NG ID•�w Rew r YM�.e..aw a e..a.0�.�W 6 9� IRK Department of Application For Permit Transfer and Application for Transfer of Pending Application OPPORTUNITY Environmental 11 9 Conservation NOTE: Please read ALL Instructions before completing this application. Please TYPE or PRINT clearly in ink, PART I-TRANSFEREE(New Owner/ioperatorMssee/Applicant)Completes: ENVwL ._. 1. List Permit Number(s)And Their Effevve And Expirato at s: List Pending Application Number(s): 50q i 2. Name Of Transferee: VnVIL Telephone Number(Daytim = Transferee Is a/an: (check all that apply) ( ) 0:0-Wner ❑ Operator Mailing Address: Email: [I Lessee ❑ Applicant 33 &cl lu1�a� �"� �00 190 If other than an Individual,provide Post Office City,State,Zip Code. Taxpayer ID Number: 3. Name Of Facility/Project: vl;Z�Au oce 4. Facility Contact Name: Telephone Number(Daytime): Location(or Street Address,P=O.Clty,State,zi e, applicable): Mailing Address: Email: 31510 Alkyl tyl/t` / '33 licit akAW lti Town 1 Village/ 1 County: V t-t� Post Office City YI Slate Zlpde: 5. Has Work Begun On The Project? Yes ❑ No J�K If"No,-proposed starting date:_-�jo-4.-_ZI�21_____--_- Approximate completion if there will be am modifications to the current of o ed 2peration or construction,the transferee must at ,a statement specifying the details. 6. CERTIFICATION: This certifies that the Transferee seeks to be the legally responsible parry for operations or project development either authorl2ed by the permits Identified above or proposed in applications Identified above. The Transferee has a copy of the permlt(s) and/or application(s)and understands and will comply with all conditions In the referenced permit(s)and supports the content of referenced application(s). Facility operations/project scope/discharges/emissions will remaln the same as authorized or as proposed In pending applications. Further. I hereby affirm that under penalty of perjury that Information provided on this form and all attachments submitted herewith Is true to the best of my knowledge and belief.False statements m de herein are punishable p a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Printed Name and Title of Transfer ' Signature of Transferee Date__ PART2-TRANSFEROR(Present orFormer Own dOperator/L*ssWApplicenoCompletes:. 1. Name Of Transferor: aC< (k Q yX(tNJ0 Telephone Number(Daytime): If other then an Individual,provide V ( ) Taxpayer ID Number: Mailing Address: Iq Rtk1V 0yKQ 19Vo- Email: Post Office Cfty,Ste: VAqt ;r 2. Name Of Faclllty/Project,If different from Facility Name In Part 1: i VIO r r 3. CERTIFICATION.This certifies that ownership,op ation,or lease for the facility Identified In Part 1 of this form ❑ will be/[�-Gias conveyed to 'he part, identifiedas tie Transferee on - � �� _______ (date). I affirm that this conveyance Includes the rights and obtigauons�fthe permits,approvals,or applicati - Iden ,re !bore. Printed Name and Title of Transferor Signature of Transferor PARTS-PERNT.TRANSFER VALIDATION SECTION-Dope rtmentOfEnvironmentalConservad Completes: _ Transfer of permit approved,effective as of__ _, Transferee subject to condlUorts Inal permit,without exception. 13 Transfer of permit approved,pproved,with the following rtitrd fiorts th° ntingelles related to this Permit Trerlsfel ' p v v m Sea ached revised p rr t pe (s): 0 ❑ Transfer of bort a -_- -� s M approved. See attached for addltio Information required. � m o ❑ Transfer denied,new application required, Please pie the nclosed permit application and return It to the undersigned Regional Permit p _ Adirtrilstrator alithe addren listed on the reverse side of 10 z e -a --�----- NYSDEC PERMIT ADMINISTRATOR SIG TURE DATE plekI � - N (rev.8/16) Subject: Sept. 1, 2021 8150 Main Bayview Rd Southold, NY 11971 To whom it may concern, I'm applying for a name change on a permit for premises known as 8150 Main Bayview Rd, at the present time i do not have any way to communicate with the former owner, (Jack Cipriano) as the entire closing process was virtual during Covid times. Please find the attached copy of the original deed for this property. Thank you Paul Frade 516 852 4036 z \\\\s, \` �\ \\ 007 Wow— --mg 441 MINOR low RIF \1\4 a y� ZZ tLok VOW 0. a � i y: v� v kof MRI'M T-- NYSIF New Yom Bute Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 113585201 WOODMONT CONSTRUCTION CORP 124 SYRACUSE AVE ; PO BOX 475 MEDFORD NY 11763 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER WOODMONT CONSTRUCTION CORP TOWN OF SOUTHOLD TOWN HALL ANN 124 SYRACUSE AVE 54375 MAIN ROAD PO BOX 475 PO BOX 1179 MEDFORD NY 11763 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11295086-1 671959 04/19/2021 TO 04/19/2022 6/29/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1295086-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. VICTOR E PEREIRA SR(PRES)AND ANNETTE M RIVERS(SEC/TRES)OF A TWO PERSON CORP WOODMONT CONSTRUCTION CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSU RANCE FUND UNDERWRITING VALIDATION NUMBER:248712394 U-26.3 DATE(MM/DD/YYYY) ac CERTIFICATE OF LIABILITY INSURANCE 06/29/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONIACT Takach&A 3 Inc. Takach& ates,Inc. " - 1,lw1)3bG 2T/ ' :_ - -39 112 Terry Road a tier Srnithtcwri NY 11787 INs I S)AFFORDING COVERAGENAtc N 1 R R A, Utica First Ins C 15326 INSURED _INSURER B WOODMONT CONSTRUCTION CORP NSURER c 124 Syracuse Avenue INSURER D I'viedford NY 11763-3650 INSURER E SheltemointInsurance Co 181434 INSURER F: i COVERAGES CERTIFICATE NUMBER= REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR; =ADOL"u3R. = POLICY EFF - POLICY EXP1I L _ rA TYPEOFINSURANCE i€=. ,- O'COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE-- CLAIMS ADE OCCUR ' I DA TACE TOR N—mrsoce; 4,90000 T ED ART 5117892 02 01 �07 1 MED EXP(Anv one Derson) $5, j PERSONAL&ADV INJURY 1 =0,wo , I , WLAGGREGATE LIMIT APPLIES PER I l 'ENERAL AGGREGATE 1 2.000 OOD ,XTPER- 't�Y 01 JEC F LOC ( I !IR ODUCTS-COMP/OPAGG $2=_. s COM NEO SENCLE IJMiT AUTOMOBILE LIABILITY $ UM ipANY AUTO 3 I _BODILY INJURY(Per persan) $ OWNED SCHEDULED 1 30DILYINJURY(Per accldeni $ L AUTOS ONLY AUTOS j i HIRED NON-OWNED AUTOS ONLY AUTOS ONLY -PRO TY DAMAGEi$ PER UMBRELLA LIAB I. EACH OCCURRENCE $ OCCUR I EXCESS LIAB CLAIMS-MADE' ' AGGREGATE `$ , ED 1 RETENTION E ;S `WORKERS COMPENSATION I E SER 0TH ; AND EMPLOYERS'LIABILITY Y/N - i -TATIiTP . ; P OPRlET 'PARTNER/EXECUTIVE ' E.L EACH ACCIDENT 1OFFICEftiMIEMBER EXCLUDED? 7,N/A; ; (€ rdato{In Nil F.LDISEASE-EAEMPLOYEE S If yes,describe under DESCRIPTION_ F OPERATIONS below I €E.L DISEASE-POLICY LIMIT_$ E NYS DBL&PFL D162797 ;W6=1 - NYS LIMITS _ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall Annex THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road Po Box 1179 <SR> Sothold,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. A C 0 R D 25(2016/03) The ACORD name and logo are registered marks of ACORD LASS S C AIA 1 N BA Y17 ITE-1V R 0 A D, S64'07'00 E 185.00 iPk,Sl Ti c IC 5 9 9 HATS C� s 22 S, \64'07'00"H' !25.00 DEED) TOO,A. P E x C c R N64'07'0,0-111' 70.00, D C,, C,—L IT 6 3) OsCR 3-D X, IR- 0 1 4'3— P�'mRIFI, AA I Y?� p R L)F BAY VILVI LAND KE—7.MSl 4R�-,- K� PX .—�.,, —I,— ; 16-0 33-I a 25-92 FC'L 12 ...... 11,7-1/� GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP SPACING AND 2020 Ener Conservation Construction Code of New York State, the Uninhabitable attics without storage DESCRIPTION Energy 1. Ceiling is suspended under floor framing. of FASTENER LOCATION 2020 BuildingCode of New York State; Plumbing code; Fire code; Mechanical code; inches g 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or without shower head ITEM ROOF FRAMING and/or whirlpool attachments 1-1/2 ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8dCOMMON OR EACH RAFTER,TOENAIL Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 3-8d COMMON EACH JOIST,TOENAIL 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen sink (One or two traps, With Or Guard in-fill components 50 '4 RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. without dishwasher and food Waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Laundry tub (One or more compartments) - Rooms other than sleeping rooms 40 10 Q shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area beingventilated. Refer to Residential Code section R303 Shower (based on the total flow rate through OF EACH RAFTER OR TRUSS Stairs 40 20 W O Electrical certificates are to be provided the electrical contractor. ShOWerheadS and bOdysprayS) 4-16d OR 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL I _ 0 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 m and less 1-1/2 U of 2000 pounds per square Foot, All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 gpm 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE Z Z More than 25.8 gpm up to 55,6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING W TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 isd COMMON Rafters having slopes greater than 3/12 with STUD TO STUD NOT AT BRACED WALL PANELS W with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/1 80 8 ( ) 3.5"x 0.162" 24"O.C.FACE NAIL O the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including STUD TO STUD AND ABUTTING STUDS AT 16d BOX 9 16"O.C. FACE NAIL INTERSECTING - basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions HI180 WALL CORNERS AT BRACED WALL PANELS (3 1!2"x 0.162") 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 10 BUILT-UP HEADER 3-1/2"x 0.162" 16 O.C. FACE NAIL ALONG EDGES P 9 Y P P P WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 L/360 ( ) O garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detections stem of the ENTIRE residence must be brought u to code, 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL W Q All Concrete shall conform to the latest ACI standards. Y g p All other structural memebers hardwired and interconnected. DWELLING - GARAGE SEPARATION L/24o OR 4-8d COMMON Exterior walls with stucco finish 12 TOP PLATE TO TOP PLATE 16d BOX 3-1/2"x 0.162 16"O.C.FACE NAIL W R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 SEPARATION MATERIAL H/360 ( ) rn the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END Minimum yield strength of reinforcing steel shall be:40,0000 psi rade 40 , FROM THE RESIDENCE AND ATTICS OR 12-16d BOX 3-1/2" W Y 9 9 P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN 2�4"LAP SPLICE LENGTH required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. EACH SIDE of END JOINT) R404.1.2 9 FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 ( )' All CO alarms shall be connected to the lighting circuit with no intervening wall BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACIE NAIL ) Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup ry-p NOT LESS THAN 1l2"-INCH GYPSUM BOARD OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2" 12"O.C. FACIE NAIL . Battery-powered owered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES r located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). USED FOR SEPARATION REQUIRED BY IRC-R302.6 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 15 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL to provide a maximum cover of 1-1/4 inches from the inside face. NOT LESS THAN 1/2"INCH GYPSUM BOARD P section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION 0 APPLIED TO THE INTERIOR SIDE OF 3-16d BOX End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL Based .3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF L Based on Table R404.1.2(l)allHeigh- (includes basement nt entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SLOPE SPACING ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 2-16d COMMON � - wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 1 28 FT 36 FT 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL 00 wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 2-8d COMMON NUMBER OF 16D COMMON NAILS 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 y Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels U o Including but no limited to: Deck Framing, Posts,Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- g p 5: 12 16"O.C. 3 5 6 8 "- 2 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING °L5 cn,E N 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener PanelSpan an Panel S an PanelSpan an m 0,00 2_ `° E 0 � P P p p 7: 12 16' O.C. 3 4 5 6 � c t m � a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX w� o,E or stainless steel, 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL o`2 E _ o T equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 3-8d COMMON .� �, `o 5 2 b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 2_ a o = o r c.) All Structural connectors i.e. simpson stronc-Tie or USP, etc wall and ceilingfinishes shall have a flames read index 5 200 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c a c o 5 r ZZ� Z p No 8 Wood screw 22 PLATE ROOF APPLICATIONS ALSO 10d BOX 6"O.C.TOE NAIL ° o o o 2 shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material vapor retarders within roof, floor,wall, ceiling assemblies 16 inches 10 inches ( ) E o'- ` " y" "Y p g based anchor with 8 inches a °Y Y P on center on center _ 2 ` ' a`-c-: o &attics shall have a flames read index:5 25 on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-10d BOX (D E a 2 ° f0 a ° 3 2 inch embedment BLOCKING TO JOIST °s s 3 r 3 0 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 23 2-8d COMMON EACH END a. o o c °J-- installed installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 8° 8 az = 0-2 N w N m Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index <_450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX N En CD cn C E�;`o 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL r a� o o E "Micro-Lam"Design Stress: E= 1.9, p p p g r= Fb= 2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw 3-16d COMMON '"Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C / H r HEEL JOINTAJDUSTMENT FACTOR o o'ro 4 _a a w E "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi 2 inch embedment on center 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FACE NAIL r'5- ,w m s= E 2 a ° a on center on center ) 4-10d BOX �' '- `�' ui a U c 28. SWIMMING POOLS. Shall conform to Section R326 z = ¢ a) = a� o lenght 1 / 3 1.5 „ a L E W� � � a w 10. R310.2 EMERGENCY ESCAPE AND RESCUE; Required in BASEMENTS, o M M = L = �' q 114 1.33 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST F o in m c- I- m E nJ=o each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 3-16d COMMON shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 5 1.25 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-16d BOX (/) O _ this section shall be posted near the electrical panel or water heater by the builder, c.Anchors shall penetrate through the exterior wall covering with an embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL opening of 5 square feet. P p 3-16d COMMON W I'- B. Minimum net clear opening height shall be 24 inches. not less than 2 inches into the building frame. Fasteners shall be located not less than U) f- V � C/)C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX(3" W ) OR C 2 D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". = _J d.Where screws are attached to masonry ormasonry/stucco,they shall be attached 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL z RAFTER UPLIFT CONNECTION FROM WIND 2-8d COMMON(2-112P') z O from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS SUBFLOOR J Z N WHERE Basement contain more than one or mare sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C Q +,an emergency escape opening shall be provided'for EACH sleeping room. SPACING SPAN - ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q O F-Z (0 Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = () W be protected from wind borne debris. 130 140 SPACING OF FASTENERS V W It shall be the responsibility of the General contractor or his subcontractors to submit Glazed opening protection shall meet the Large Missle test ASTM E 1996 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP to W LL CL EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1,2.1 _ air conditioning,ventilation. heating systems new,existing or upgraded) BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING W U) a net clear opening of not less than 5 square feet. 9� 9 Y ( g pg ) Garage door glazed opening protection for wind borne debris shall meet <5:12 z 5:12 <5:12 z 5:12 OF FASTENER PANEL EDGES f n J stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: SUPPORTS GABLE END WALL FRAMING v 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 12 214 201 263 247 6d COMMON(SUBFLOOR,WALL) continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 30 3/8 - 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight -.- 6" DIAMETER Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to a wall shall have a space of not be less than 1-1/2 inches between the wall I cover the lazed openings with attachment hardware provided in the table below. 16"O.C. 28 348 358 476 446 1-1/8"- 1-1/4" 10d COMMON NAILS P 9p 32 6 1211 and the handrail.see code for exceptions. Refer to Code for grip size specifications. ✓ ' Label all panels and store in a clean dry area of the house. ,. CONSTRUCTION TYPE 16"O.C. 32 427 398 529 496 Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" "1", 'T", "III", "IV", OR"V" 1-1/2"GALV.ROOFING NAIL 3" 6" 0 above the floor or grade below shall have a railing not less than 36 inches �' i s"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING 5/8"STRUCTURAL CELLULOSIC ~ in height. Railings shall have Top rails and Balusters and Bottom rails that are ,' �'� REFLECTIVE RED 16"O.C. 42 535 499 664 622 34 1-314"GALV.ROOFING NAIL 7" 711 O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed PANTONE#187 FIBERBOARD SHEATHING r- by the riser,tread and bottom rail of the guard rail at the open side of a stairway 16"O.C. 48 599 559 745 697 z are permitted to be of such a size that a 6 inch sphere cannot pass through. v 35 1/2" GYPSUM SHEATHING 1-1/2"GALV. ROOFING NAIL 711 7 CV Q Open sides of stairs with a total rise of more than 30 inches above the floor or W grade below shall have guards not less than 34 inches in height measuredLu REFLECTIVE � , TABLE 507.9.1.3(1) 5/8" GYPSUM SHEATHING 1-314"GALV.ROOFING NAIL 7" 7�� vertically from the nosing of the treads. 36 � > Q WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window °'s U opening is located LESS than 24 inches above the finished floor and GREATER 7/16" min. structural plywood JOIST SPAN EXTERIOR WALL WOOD STRUCTURAL PANELS 0 than 72 inches above the finished grade or other surface below on the exterior .- p � CONNECTION TO RESIST WIND PRESSURES TABLE R602.3 (3) Panel, Attached to DETAIL <6' 6'1"To 8' 8'1"TO 10' 10'1"TO 12' of the building,the window must be provided with a window opening control device DESIGNATION FOR STRUCTURAL Frame in accordance � that compiles with R312.2.2 Window Opening Control Devices. 1/2"DIA. LAG SCREW MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING COMPONENTS THAT ARE OF 1I2 DESIGN CRITERIA 30" 23" 18" 15" 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2"MAX.SHEATHING STUD STROKE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL F�!�l accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code THICKNESS SPACING EDGES FIELD Wind speed: 140 1/2"DIA.THRU BOLT PANEL SPAN RATING GIRDERS AND BEAMS 36" 36" 34" 29" installed per R302.12 thru R302.12.1 o New York State No of stories: 2 &1/2"MAX.SHEATHING 6d COMMON NAIL „ "R" ROOF FRAMING Mean Roof Ht: 30 ft , „ (2.5"X 0113") 1.50 INCH 24/0 7/16 OR 1/2" 16 O.C. 6 12 Fireblocking materials R302.11.1 shall be as follows: 12'1"TO 14' 141 TO 16' 16'1"TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING ROOF itch: �y 2. 1/2"gypsum board p per plan 8d COMMON NAIL UNDER SECTION 602OFTHEBCNYS WINDOW UNIT Bldg Length per plan 1/2"DIA. LAG SCREW (2.5"X0131 ) 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance & 1/2"MAX.SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan cy rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bldg aspect ratio: 3:1 1/2" DIA.THRU BOLT INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 r-- 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2" MAX.SHEATHING 24 21 19 p� ^, UL 263,for the s eciflc applications Nailing Sched: Table R602.3(1) GYPSUM BOARD FRAMING SPACING OF FASTENERS P PP GYPSUM BOARD 0� U, ~ Applicant shall provide engineered wood placard THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED FRAMING SPACING NAILS SCREWS TO WOOD FRAMING TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) a OF FOUNDATION MATERIALS Residential structures with Truss type construction, 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL WALL EITHER DIRECTION 16"O.C. 8" 1611 >~ M V CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration w Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel 5/8„ CEILING EITHER DIRECTION 16"O.C. 7" 12" sd COOLER NAILS MM tui °O .C) Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. WALL EITHER DIRECTION 16"O.C. 7" 12" F� O .- Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT 1-7/0"LONG 6d COATED NAILS OR ® '� Sand, silty sand, clayey sand, silty gravel and clayey gravel GARAGE CEILING 16"O.C. 611 611 EQUIVALANT DRYWALL SCREWS. p M Rt (SW, SP, SM, SC, GM and GC) 2,000 psf 5/8 BENEATH PERPENDICULAR REWS SHALL COMPLY WITH RC SECTION R702.3.5.1O Clay, sandy clay, silty cla��, clayey silt,silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) HABITABLE ROOMS � (CL, ML, MH and CH) 1,500 psfWhere the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall f amings k sinches o.c. �'w,tG�A WIND DESIGN SUBJECT TO DAMAGE FROM Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shei? $' a.When soil tests are required by Section R401.4, WINTER ICE SHIELD AIR MEAN fora the allowable bearing capacities of the soil shall be part of the recommendations. ° SPECIAL WIND SEISMIC FROST minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. 12 GROUND SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf SNOW (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP +! �3 g ty p LOAD REGION ZONE CATAGORY DEPTH are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. M MODERATEk�)v, I� 20 LBS 140 NO NO NO SEVERE _ 11 YES NO 1500 or less 52.1 t;, •''~4 B 3 0 TO HEAVY M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet, O'gg5� yQ F Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. ^`. OF Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o ° a9= '. �I fasten king stud to header with METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° Min.3"x 11-1/4"net header Header ° ° ° ° ° / 6-16d sinker nails CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING shall occur at to of wall •= — — — = — — = = — — — OR END JOIST CONTINUOUS ALONG LENGTH , p '�' - — - ^•' - —• - - — -•� PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ° fasten top plate to header with ,I ISI I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° two rows of 16d sinker nails @ 3"o.c. Header shall be Top plate continuity Is •I I•I t•I I' PER TABLE R602.3(1)OR R602.3(2) — ° fastened to the required per R602.3.2 VARIES BY FASTENERS111 king stud with Braced wall line 2-16d NAILS EACH SIDE •I I I I I 6-16d sinker nails continuously sheated .I ISI I•I I• METHOD CS-WSP: N with 1/2"wood \�Minimum 40001b header-to-jack-stud °, o x Fasten sheathing to header with 8d common nails in 3 in,grid strap on both side of opening AS PER TABLE R602.3 3 ° structural panels ( ) o pattern as shown and 3 in.o.c,in all framing(studs and sills) opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG z w Q I I I 8d 6"O.C.ALONG TOE NAIL 3-8d NAILS — l WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG @ e i� Minimum 40001b header-to-jack-stud strap •I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBERon •I AT 6"O.C.ON EDGE AND 12" O.C. o t (, sheaotlhnsgide of opening opposite side of and Panel piice a led toes shall ln occur rk ng r • BRACED WALL PANEL ° in I• IN FIELD BRACED WALL PANEL °' "° Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- BRACED WALL PANEL x a� ° ° g ' , 1 O BRACED WALL PANEL BRACED WALL PANEL m 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing W BRACED WALL PANEL ° i• P 9 BRACED WALL PANEL INTERIOR FINISH: X i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge. _ I'I 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG I. (studs,blocking,and sills)typical if needed (D I I 1• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG i W I'I I'1 WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH ° IId' ( ) Min Double 2x4 or 2'to 18' finished width Z BLOCKING MEMEBER i° Min.length 16" 2x6 Kin &Jack stud I• BRACED WALL PANEL g g 1/2"min.thickness wood structural TABLE R602.3(1)FOR EXTERIOR WALL per Table R602.10.5 panel sheathing _ .H. _ _ J' SHEATHING J CONTINUOUS RIM OR Min double 2 x post W —I — — — — — - .h — — - 1• CONTINUOUS RIM OR END JOIST I• No.of jack studs per �I I•I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST �° Min.(2)2x4 typ• Table R602.7(1&2) OVER AND BE FASTENED TO COMMON STUDS. i, n Q Min. (2)1/2" Diameter anchors 'I LI I I I• HORIZONTAL PANEL JOINTS IN BRACED j 2-16d NAILS EACH SIDE installed per section R403.1.6 ^ WALLS PANELS SHALL OCCUR OVER with 2"x 2"x:3/16"plate washer ,I . N I•I AND BE FASTENED TO 1-1/2"THICK W >-- SPACING • INTERIOR'-,., � I, v I I•I FULL HEIGHT BLOCKING ,I I I I I COMMON BLOCKING ADDITIONAL FRAMING I• CONTINUOUS ALONG LENGTH .I I•I I•I I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRA MEMCED WALL PANELBELOW @ 16"O.C.ALONG FULL HEIGHT CKING T •I I•I I•I I. BRACED WALL PANEL 00 METHOD CS - PF: 2 X BOTTOM PLATE W CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ,I I•I I•I I• Q ..,! •I I•I I•I I. EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to I• BRACED WALL PANEL CONNECTION WHEN - Band or Rim joist with nail sole plat Attach Sheathing nail sole plate a ,_ _ _ _,' BRACED WALL PANEL CONNECTION WHEN 8D common nials �o to joist per Band or Rim joist wi to joist per ' PARALLEL TO FLOOR/CEILING at 3"o.c.Top an Sub-Floor nailing sched. 8D common nials nailing sched. M (J, FRAMING PERPENDICULAR TO FLOOR/CEILING Bottom °o a° at 3"o.c.Top and Rim Joist Ly 2 FRAMING Rim Joist Bottom /per Plans L O FASTENING REQUIREMENTS FOR BRACED WALL PANEL AS PER ° ° ° ° ° ° ° ° ° ° ° �Anohor Bolts and 1.0 1 TABLE R602.3.1(3) 2 � Holdownsperplans 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 T- 00 W CEILING OR FLOOR JOIST' /DIRECTION Simpson ENDWALL—•- H2A Stud To Rafter 1-1/4" gale. x 20 gage ENDWALL Connector tlE Were the distance is SIMPSON H2A /coil strap with (5) 8d common N between 9-1/4" to 15-1/4" at each Rafter. With nails in each end at each rafter. +� FLOOR AND CEILING JOISTS �s Typical Metal provide blocking @ (5) 8d x 1-1/2" nails in Rafter t Perimeter ` = m N A DIMENSIONAL LUMBER OR ENGINEERED Strapping WINDOW HDR o ° A JOISTS-SEE PLANS at Openings braced wall panels (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES L �, w 0 o o r r Each Rafter on Each side 0-2 m r - °o Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o= ° _ a plywood sheathing of Ridge to have a c c Z n ° m c m m BLOCKING shall have Solid Blocking Schedule Dwg-1 fr o 0 o 0 6.o r `o @ all Plywood Joints o c O• v TYPICAL Simpson LSU skewable hanger = ° 2n o o ° s o 13, 2-BAYS IN c a` L » a E o AT 48"OCF mo0oo � � �; �»-�,` SIMPSON H2A JJ ",""� BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil ,i1 )w c ° � s o L 3 L rafters attached to top (5) 8d x 1-1/2 nails in Rafter o o ° ° a s -- Strap with (5)-8d common nails = ° a� ° L plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2"nails in plate °° WC s 2 o r- o•E SECTION A-A „ in each end. catch to studs s= ° 3 along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks a� L ° ° ReeComrtHla scans p o° v ° �� . o� c panel. and window or door Header. � o =:_ 4 E 6.2 for locations - Less than y co E iu v N END WALL BLOCKING DETAIL N Typical each side and ALL Gable End Wall FOR FLOOR AND CEILING BRACING if requiredIL—L or Equal ° windows and doors. a E ` �' 0�' ° f0 V O L w RIM JOIST BLOCKING BETWEEN RAFTERS (7a BRACED WALL PANELS to 12" � 0N� a- IL— mEL. NTS 602.10.8.2 (1) RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping NTS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. NTS RAFTER TO RIDGE STRAP R802.3 �/•� IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT TYPICAL ELEVATION NTS IN LIEU OF RIDGE STRAPS vJ AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD •Z v U) J 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED 'S J TO THE RAFTERS WITH 4-8D NAILS THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END O � Q Q � W 2X P.T.LEDGER; MUST BE ONE SIZE CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD O '•— 0 EXTENDED NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC PAST JOIST HANGER ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH COMPOSITE RAILING GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR 1 I PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING THIRD CUT ALL THRESHOLD CAREFUL see Schedule on DWG-1 AT 6"OCC. I I TOP AND BOTTOM RAIL FLASHED&CAULKED TO AND COLUMN COVERAND POST TO HEADER CONNECTORLENGTH PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond COMPOSITE DECKING I I COLUMN CAP.MEET RCNYS AN ONLY the inside face of the band joist. 12" Min EXTERIOR OR ATTACHED PER I I FOR CODE SIMPSON ABU POST BEARING WALL GALV. DECK HANGER MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS26 @ 2X6 I I o SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS 1/4C&OU THAN 50% AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL DEPTH,MAT. CLEAR (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE SPECIFICATIONS. CONNECTOR SCREW "MIN. 1/6 JOIST p iv 2 x JOISTS 1 O 1/2"DIA.GALV BOLTS W/ GRADE DEPTH,MAX, S H PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE WITH TABLE R507.2 METAL TIE FASTENED ACROSS AND LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH DE JOIST EPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. \ TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWSO USE WITH THREADED ROD Use 1-1/4" Metal z NOTCH WITH 8-1 OD NAILS EACH SIDE M ALLOWABLE LOAD PER TIE:840 LBS 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR N co Coil Strap 20 Gage N 3+1AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS ++ O CI ¢ Solid sawn joist and rafter �, 12 Min (5) 8d common nJails TOP PLATES R507.6.2 SIMPSON H2.5 AT 14"DIA.CAST-IN-PLACE Lj j \ OR CONCRETE FOOTING,DOWN YY1 �+ in EACH END at J `PIPE �: BLOCKING EACH JOIST FOOTINGS MUST TO VIRGIN SOIL no and bo ri n` I i 1 1 1 i is. � > ¢ • BEAR ON EAICH Stud. ¢ LLj v SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM (MIN 36"BELOW GRADE) NTS ALLOWABLE LOAD PER TIE: 1,825 LBS ; SIMPSON BC UNDISTURBED PER R507.3 FOR DECK FOOTINGS 8d @ 6" oc Along (q MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL Braced Wall Panel PENTRATION OF EACH END OF DECK: JOIST CONNECTOR FIGURE R602.10.8(1) FIGURE R602.6.1 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD CONNECTION (5� PORCHES & DECKS NTS WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE NITS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 v WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H 1-1/4" x 20 gage G- 1-1/4 185 x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap N Z FASTENERSTAGGERES with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails DECK STAIR w o, SEE TABLE 507.2 N IN 2 ROWS at each stud at each stud at each stud TOP PLATES TOP PLATES Strap may bea ttaced OVER Strap may be attached OVER U -" the plywood OR directly to Strap may be attached OVER Q pO O 5.5"MIN FOR 2X8' studs. the plywood OR directly to theywood OR directly to I 5"MAX 6.5"MIN FOR 2X10 p U STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 Studs. Studs. GRADE E""( BORED HOLE MAX. DIAMETER 60% @ Q O QO CV rap strap under sill �•j U'1 CIS DIAMETER 40% (PERCENT)OF STUD `- and attach to sill plates '� M (PERCENT)OF DEPTH o _ ++ BLOCK SOLID .- M •� STUD DEPTH ° ;•: 3-16d @ 16 ocAlong - oo -v rx I o 5/e"MIN. i 5/8"MIN. 5/8"MIN. /8"MIN. 2"MIN ; „ C BETWEEN JOISTS �, C.N z M -.0 TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD LAG SCREW OR THRU BOLT _ _ • • • • • Braced Wall Panel CV 4 d Q 3/4' MIN • •• ,,��// =III=III = `'- FIGURE R602.10.8(1) D ® w NOTCH MUST NOT 1=III=Ill • '••• N NOTCH MUST NOT o EXCEED 40% o =III '• ' �— O M EXCEED 25 /° (PERCENT)OFI o (PERCENT)OF o STUD DEPTH STUD DEPTH 10"x LE GTH - D ARCU BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD C CAST IN PL Fa 1 H/ y0A IF HOLE IS BETWEEN STRAPPING LINDE 0 1A R �Y� BORED HOLES SHALL 40%(PERCENT)AND THOS sAMEOCROSS N = i f- 60%(PERCENT)OF PER FIGURE R507.9.1.3 (1) ,� '; NOT BE LOCATED IN STUD DEPTH'iHEN SECTION 10F THE CUT _ a i, ° Wrap strap under sill EY!'� 4Z., OR . Applies to Garage Wall and , . , . A. THE SAME CROSS STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III' =� - • and attach to sill lates TYPICAL STAIR FOOTIN D TAI At , « SECTION OF THE CUT NO MORE TH4NTWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I II_I= • - p „ f s OR NOTCH IN STUD SUCCESSIVE STUDS =III ; - 1-1/4 METAL F;I ARE DOUBLED SPACING IS REDUCED TO THAT OF all , STRAPPING Ts , � '� AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS ' ' '- TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST ILL '• ``. tf. it1© WASHERS NOT PERMITTED) RAFTER FACE TYPICAL F � xt``p� FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD r, NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING � -' 16 ot BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM 6185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural insulated to top heatlhing R-50 Cover Box pushes of second floor up and out of the Rigid insulation 2X ceiling joists Sheet Metal Firestop Full Thick Insulation MANUFACTURED LIGHT ENCLOSURE way for access thin profile structural glued together see Ian wl ceiling line Exterior p p ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as drafts-top and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams behind tub - Tub attic hatch - R-val support Non-c.ombustable sealant OF SEALANT subfloor Base late prevent loose-fill Typical / insulation from Yp• equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to-"-' •� F Air Se Iexterior insulatio re uirem n access openingContinuous Sealant or 1/4" structural sheathin ORGASKETEDTORIM floor Gasket 1 falling through Wall 9 JOISTIRIM CLOSURE Iof Sealant or adhesive as enclosure liner sealed SEALANT Sealant access solid blocking adhesive at perimeter and seams. SILL PLATE Sealant OVERGASKERSIILLED 1" min Rigid s rigid insulation Weatherstripping Seal stairs AdFlesi Casin EXPANDING FOAM SEALANT '> Pre-Fab Fireplace sealed around Panel Insulation. Air O 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges `Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual staircase p Yw finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (CANTILEVERED FLOORS W O PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL Cad PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL 1 . ATTIC HATCH DETAIL TO BAND JOISTS. ` *� This detail is for weatherstripping and draft sealing, NTS Battle Door Energy Conservation Products _ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, W Refer to Manufacturer for installation manual. R-50 Insulation R-5n Arris Stair Cover Q W ENERGY NOTES m Eave baffle installed � +�`�- (n 1. All design & construction in compliance and built accordingly to the 9a. 8403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall adjacent to soffit and eave r _ W O a. a.. 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the ` `` Manual "J" Manual " " " "submitted at Co. vents. Baffle shall extend over , �/ Table R402.4.1.1--Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an S & D the top of the attic insulation L.L energy efficiency program to exceed the energy efficiency required by this code. 60 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.L1 All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION manual "J" Manual ,"S" &"D"submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ WI INSULATION Q ._ COMPONENT A,IR BARRIER CRITERIAa INSULATION CRITERIAa Typ T Fascial AS PER DRAWINGS O 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. 8403.3.5: Building cavities shall not be used as ducts or plenum. General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgsry Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or<55F'degrees shall be insulated with R-3 Minimum. SEALANT t continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. (� 11. (8403.3.5) Building Cavities (Mandatory) � , ^ Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall L , sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs r Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1)Heated water circulation and temperature maintenance systems (Mandatory) installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. s ' recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". Manual controls shall be readily accessible. pumps Automatic controls, temperature sensors and shall be accessible. maintain an even density for the entire cavity. Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE o exists,the batt product will be cut to fit the remaining depth of the The building shall be provided with ventilation that compiles with the requirements of E _ Section M1505 or with others r EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 0 _ - N cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an approved means of ventilation. Outdoor air intakes and ° s °,`� air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system „ ME �2 `° a shall be placed to fill any surface or concealed voids,and at the .. r N .0-c °Z manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. o �, ° o 0, 4 T Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM z " " ° installation tabs must be stapled to the face of the stud. There shall be - ° ° a o ° ° E02 p N1103.6.1 (8403.6.1)Whole-house mechanical ventilation system fan efficacy -` y 4 o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN c.:---c p i e o o o N o 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements o o a °w °o_R stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH c £ ' ` 1 � ` w o > �a o 3 combustion air. Factory built fireplaces shall be listed and labeled P 9 g , Insulation that upon installation readily conforms to available space according to UL 127. is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT t..,,.-� ,.•� !f w o.�o -r- equipment o s s shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam ° TYP. ROOF CONST. .,�.; ; ; : , �, �, - t density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be _ _ `� ` Now t a e N 0 0 3 o E provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (8403.7) Equipment sizing and efficiency rating (Mandatory) �• _�.o N o� Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with Roof underlayment 2 x CJ W/ INSULATION i _ ,i s o w = ° ° = a ceilingisoffit shall be aligned with the air barrier. y ACCA Manual S based on buildin loads calculated in accordance with ACCA sealed to drip edg L - shall be max 70 F heatingand 78 F Cooling. 9 AS PER DRAWINGS E 2 ° E ° ° y insulation and an gaps in the air barrier g' !1 H 2 z <N 0 o L o y g p Manual J or other approved heating and cooling calculation methodologies. ,;. , . . ° a E „ " ° ° sealed. New or re lacement heatin and cooling a ui ment shall have an efficiency OR HERS RATER ti` �``�-;.r"'� ; i , P 8 m cr i-- m E �=o 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p 9 9 q p Y - CL Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ • f:. wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see �A SEALANT ++ shall be sealed. party using the Manual "J", „Manual S & D submitted at CO. Const. Dwgs 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. z . Exterior wall 1j i top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ � � ,; r J � sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2> '` installed in substantial contact and continuous alignment with the air Q Q barrier. W F-I Windows, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS � Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. TABLE M1505.4.3(2) Q Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL ` "° RATE FACTO RSa, b above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor RUN-TIME PERCENTAGE IN EACH 4-HOUR 25/0 33/0 50/0 66/0 75/0 100% cantilevered floors) framing cavity insulation shall be permitted to be in contact with the AREATO BE EXHAUSTED EXHAUST RATES o 0 0 0 0 topside of sheathing or continuous insulation installed on the SEGMENT underside of floor framing and extend from the bottom to the top of all KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS APPROVED WINDOW perimeter floor framing members. Factora 4 3 2 1.5 1.3 1.0 OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM p shall be covered with a Class I,black permanently attached to the crawlspace walls. a. For system run time values between those given,the factors are perm?tied to be LU vapor retarder with overlapping joints INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. Q taped. Z Shafts,penetrations Duct shafts,utility penetrations,and flue b. Extrapolation beyond the table is prohibited. 1 WINDOW C:) Q shafts opening to exterior or I W D unconditioned space shall be sealed. 24" 4" APPROVED WINDOW LU SPHERE CANNOT (36"IN IBC UNITS) FALL PREVENTION J Q PASS THROUGH � U DEVICE CONFORM TO Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 to HEIGHT ABOVE the correct density without any voids or gaps or TABLE M1505.4.30) R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED FLOOR compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the CONTINUOUS r'` ' 1 ._ _,.., FINISHED GRADE Al RF LOW RATE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED REQUIREMENTS FLOOR AND GREATER THAN S ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal NUMBER OF BEDROOMS COMPLY AS FOLLOWS: envelope;shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW I� A 4-INCH DIAMETER SPHERE TO PASSTHROUGH THE OPENING 8312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or (square feet) 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION ,� N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO C installation readily conforms to available space shall Airflow in CFM a extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE � ll .--+ Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2 TO MEET EGRESS 8310.2.1 < 1 ,500 30 45 60 75 90 w °' i-r U exterior wall showers and tubs shall separate them from the showers and insulated. � ¢ Z tabs. N1101.14 (R401.3) Certificate (Mandatory) H , -� CZ Electrical/phone The air barrier shall be installed behind electrical or 1,501 --- 3,000 45 60 75 90 105 box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall W -o in the space where the furnace is located, a utility room or an approved location inside the building. ^° o HVAC register HVAC register boots that penetrate building thermal 3,001 - 4,500 60 75 90 105 120 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Q �i x ~ `�' boots envelope shall be sealed to the subfloor or drywall. p Y 'ti _- directory label, service disconnect label or other required labels. The certificate shall indicate the o I M ct Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings roofs walls foundation components "�"'- ' `n `° � sprinklers only be sealed in a manner that is recommended by the 4,501 6,000 75 90 105 120 135 manufacturer. Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results wallsorceilings• 6,001 - 7,500 90 105 120 135 150 from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value 3 +� covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. > 7,500 105 120 135 150 165 cooling and service water heating equipment. Where agas-fired unvented room heater, •, � `- `� electric furnace, or baseboard electric heater is installed in the residence, the certificate shall For SI: 1 square foot = 0.0929 m�, 1 cubic foot per minute = 0.0004719 m3/s. Indicate gas-fired unvented room heater,„ „electric furnace„ or baseboard electric heater, . ;. as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 65'-2" WO UCLA 16-0" Z W W We > 1....1 16"DECK FOOTING \ J Crawl Space Ventilation: 2-2x10 tSe`ated deck girder �- SEE DETAIL ON DWG-2 W O .. _ FOOTING SIZE PER TABLE the total area of ventilation openings `_ — —-—- =1-® i .—_- _--_ ��i R507.3.1 FOR DECKS may be reduced to 1/1500 of the �t'� �'1� ry m R302.13 Fire protection of floors. under- floor area where the ground I I W 14"DECK FOOTING Floor assemblies that are not required elsewhere in this code to surface is treated with an approvedI � I SEE DETAIL ON DWG-2 be fire-resistance rated,shall be provided with a vapor retarder material and openings 0 FOOTING SIZE PER TABLE Q .- 1/3-inch gypsum wallboard membrane, `° R507.3.1 FOR DECKS O %-inch wood structural panel membrane, are placed so as to provide cross or equivalent on the underside of the floor framing member. o ' ^ ventilation of the space. I I 2x6 deck joist @ 16"oc 3'-0" v J 3'-0" Mn Penetrations or openings for ducts,vents,electrical outlets, One such vent opening shall be I ;� I DECK LATERAL HOLDOWNS 2 2x6 treated girder ry 2 lighting,devices,luminaires,wires,speakers,drainage, within 3 feet of each corner of said building. SIMPSON DTT1Z w/(6)SD#9 piping and similar openings or penetrations shall be permitted. I o X 1-1l2"ONE WITHIN Or - O Exceptions: I N I 24"OF EACH END AND TWO , ^ SPACED EQUALLY ALONG DECK LO I I 8 X 16 Foundation Vent REFER TO DETAILS ON DWG-2 2X8 DECK LEDGER 1. Floor assemblies located directly over a space protected by an 2X10 DECK LEDGER I I 8 X 16 Foundation Vent automatic sprinkler system in accordance with Section P2904, ------------------------ ------I-------------SEEDEz._0NMVG2_____ _____----------I------------------------------------------------------------ SEE DET.-ONDWG 2 _------_- ---,-------------__- NFPA 13D,or other approved equivalent sprinkler system. > ' -1- _r- _ 1 00 2. Floor assemblies located directly over a crawl space not intended m , 1 1 - for storage orfuel-firedappliances. °c ' ----------------------------------------------I.. --I---------------------------------------------------------- --- ------------------------ ----------------------------- ILO ' ' - •- 3. Portions of floor assemblies Lu -} 8'x16' piers shall be permitted to be unprotected where complying with the following: I I 1 , > 3.1.The aggregate area of the unprotected portions does not exceed X , ' U UJ►_❑ U O 1 1 In q p story ___00_, Mechanical Systems I o w= I I Q E 80 square feet per sto y E•- 3.2. Fireblocking in accordance with Section R302.11.1 is installed along THE MECHANICAL-HVAC SYSTEMS O z U , , I 1 ° o i2 1 _J Q rn r O I 1 17:_. °M.E In the perimeter of the unprotected portion to separate the unprotected SHALL BE DESIGNED AND INSTALLED IL O F-- -6 o,v o ' IN ACCORDANCE WITH PART-V I W o¢0O I I ,n OJ i m °i r °' m ° o-` oc portion from the remainder of the floor assembly. 1 1 Mn � ._ E ' •-----' OF THE NYS RESIDENTIAL CODE. •n z`�z Lu o H D1 a ° c v �•` > 4.Wood floor assemblies using dimension lumber or structural composite I O m W f- o C `� -' Q ' ' c c Z ° L°' I lumber equal equal to or greater than 2-inch by 10-inch nominal dimension, MAINTAIN REQUIRED SEPARATION I v I Cn 1 1p N 7 0 N w ff•- > o DISTANCE FROM ALL HEAT LL w O U ° ° L� O ° c or other approved floor assemblies demonstrating equivalent fire performance. „ W o o a� c o•- N (O 1 t F-U)Q (F I 1 1 1 0.... rn PRODUCING EQUIPMENT TO w O o_m— N Ir , , S a.- ° ° m T N v 2 CONCRETE SLAB ON o � �•--° � °� ° I V COMBUSTIBLE MATERIAL AS PER " ^• w rn `� r; O ' ' c o-U w 3-` >n a1/ o I 4 BASE a� I I I 1 .- °y2co ° - >T 3 MANUFACTURER'S SPECIFICATIONS >W 1 I c o Lin.° 3 L c'c F' 3 0 ` AND LATEST MECHANICAL CODE. ' GRADED GRAVEL OR SAND. o L m ' o > =- o a o °L �' (D 0d U f0 TYPICAL FOOTING/COL I 6 MIL VAPOR BARRIER. LO L`w Q I I V) Of W ' ' _ ° a�' °' R408.4 ACCESS 30"x 30"x 12"Thick,poured M O C7 w ul,6 cc w = c- m o s 1 1 Concrete footing with 345 , H �„> , , ' I I L r— Co Lao o ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. •------ I o O- ° Q 5•'L _ rebars each way&3"- I co W W O � ° � c o.- o - t ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM ; ; Diameter steel column. M°-U I I z ' ° tO " ° o `� " c ° �'" c ° _.: I I LL - L U.N" - t— 7 6 ° N OF18INCHES BY24INCHES,OPENINGS THROUGH APERIMETER 1 1 _________________________ _________________________V 2 N c� ¢N c c m o WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES. 1 'X 0 c n E m a�v t0 " 0 w WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW ' 10' OYz" 10'-01/2' 10'-01/2' 10'-01/21 1 00 H 0 'm m = m E n o n GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES , , 1 SHALL BE PROVIDED, THE BOTTOM OF THE AREAWAY SHALL BE I ; --------------------------------------------------- I____ ; BELOW THE THRESHOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER 1 1 5-1/2"x 11-7/8"LVL ; 5/8"FIRE RATED GYP BD,_____/ t ADOOR TOTHE RESIDENCE.SEE SECTION M1305.1.4FOR ACCESS ~---- ----------- -----`------,----------------------L---_--J------_---------------L--- --J---_--___-__-------_-_-- --'---- ----------------- -----------------� --------'---- �- -----------------------r- I SOFFIT 1 , e r------�-----------� �----I- I--------- -- - 1- _ — REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED cv 1r _ , I I &R-30 BATT INSUL ~ UNDERFLOORS. M , _ -------; 1 1 i i I I I I i ' 23'-0" Crawl Access: FLOOR ACCESS PANEL I , L — _ J WITH R-19 ATTACHED Through Foundation Wall: minimum 1811 X 24" ; ; TO UNDERSIDE I I 1 I Through Floor: minimum 18" X 24" OFPANELANDALL EDGES TO BE I I 1 w v see Section M1305.1.4 for access requirements SEALED WITH I I I W , where mechanical equipment is located under floors. ; oU WEATHERSTRIPPING ' 1 L) =z w N Q O W=Cn I 1 1 1 1 I I I 1 1 I I I 001-O 1 1 1 1 Q' 1 1 Z¢Z W UNEXCAVATED I 1 o W I Cn I .N o m W H 1 1 4"poured concrete slab with O O ° 0 Lu u- ' 6x6 10/10 WWM,on compacted 1 , -� I 5 U�WO , 1 0� P ' o w , ' w ' o w U)U Lu 1 1 ;,; granular fill.Pitch slab m M u_ O L m 2 1 `" %"/ft to garage doors. 1 1 'lYP EXT.WALL co ' I I I oo a(D w I1 1 1 1 1 W l`QD I 1 I I I , , C, LLQ5 LU (2)ANCHOR BOLTS I 1 TYP.FLOOR CONST. > _, CRAWL SPACE I I cu o� I I IN EACH CS PORTAL Y 0 C I 1 ~ 1, co M W O ' ' FRAME WALL ABOVE I I o W MOT M 2 SLAB I I I ofaUH ' '20ELEVATION 9.0 SECTION-SEE ° I DETAIL 3 ON PG 2 O (2)2x6 P.T.SILL PLATE W/MIN. 1 1 I CV Z TYPICAL ANCHOR BOLT -R403.1.6 o fD i - - I I Q I 1 N Q I�IAXIMUMSPACING: i/2"@72"O.C. ih X •----- ------------------------------------ --� •-------------------------------------- I EMBEDMENT OF7"WITH NUT&WASHER. I - -j--- --- ----------- �_ - ; I I W 2 BOLTS PER PLATE AND HOLD AT LEAST �- — i 1' ONE BOLT-12"MAX AND 3-1/2"MIN OFF '• ' I ' 3-112"x 11-7/8"LVL ' ' dro to of concrete 1 I ENDS OF PLATES. DECK LATERAL HOLDOWNS "----'-"-'---""--"'---- --- "- - I U-1 U "-8'R'16FoundationVenf I 1 ------------- ' I^ SIMPSON DTTiZ wl 6 SD#9 `D 2X8 DECK LEDGER ._ 2X8 DECK LEDGER 8 X 16 Foundation Ven ' p p I I ,oHIELD&SILL SEALERTYP. •�• ( ) - ----------"--"------""---'" X 1-1/2"ONE WITHIN SEE DET, ON DWG 2 - SEE DET. ON DWG doors quired for garage i 1 TYP.CONC.FOUNDATION24"OF EACH END AND TWO _ ; SPACED EQUALLY ALONG DECK 1D REFER TO DETAILS ON DWG-2 '- ----16--Found-Grid --ation--V-en-t--------------------- -------------------- -. I I 22'-8" � � 8 X ANCHOR BOLT DETAIL - -- --- --• 4 e tp I 1 I I �i . .• ... • N •. . •.....• .. .• � ,, , uu 2-2X10 TREATED 1 1 1 , 1 1 1 1 _A---- (2)ANCHOP 1/2"= 1'-0'I ; _:. � _ 12 2X10 TREATED , 1 2 2X10 TREATED _ ' ® '0'� � - - - �- -IIP —+- -��• -� - - - ^- I I 1 1 1 1 1 1 1 1 1 1 1 1 NIN 41, + (2)ANCHOR BOLTS IN EACH CS-PORTAL TYP EXT.WAJ TYPICAL PORCH/DECK FOOTING FRAME WALL ABOVE rr� 24"x 24"poured pier footing to SECTION-SEE vJ virgin soil,4"cca post,post anchors- DETAIL 3 ON PG 2 E..,� -See details on drawing-2 for r 1 a SILL PLATE strapping and uplift connections. `_ / O W � Z _ of Q O TYPICAL ANCHOR BOLT -R403.1.6 ct > M .� MAXIMUM SPACING: 1/2"@ 72"O.C. TYPICAL FOUNDATION EMBEDMENT OF 7"WITH NUT&3"x3"WASHa IN ACCORDANCE WITH CHAPTER 4 15'-10" 12'4" 13'0" 24'-0" ' O ONES BOLT-12""MAX AND 3-11/2"MIN OFF 2 BOLTS PER PLATE AND HOLD AT T TABLE R404.1.2(8): „ x •a O ENDS OF PLATES. 8" CAST-IN-PLACE WALL WITH s5 2 I� o - �, 1-4 TYP,CONC.FOUNDATION HORIZONTAL REBAR PER TABLE `=' ., R404.1.2(1) - SEE DWG-1 NOTE #6. TYPICAL ANCHOR BOLT -R403.1.6 ON 24" X 12" CAST-IN-PLACE CONT. WALL FOOTING MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITHNUT&3"SO WASHER. 2 LTS PER � !�i' AND HOLD AT W/2- #4 REBARS CONTINUOUS ONE BOLT- 12"MAX AND BO MIN OFFATE ENDS OF PPLATESLEAST ANCHOR BOLT DETAIL 2 - 2 x 6 ACQ SILL PLATES COPPER TERMITE FOUNDATION PLAN g g , 1. Walls 24 inches total length or shorter connecting offset braced wall i SCALE: 12"= V-0" SHIELD, EXTERIOR DAMP-PROOFING, ALL panels shall be anchored to the foundation with not fewer than one anchor bolt FOUNDATION FOOTINGS TO EXTEND TO SCALE: 1 /4" = 1 -011 located in the center third plate section and shall attached to adjacent braced wall panels at comersers a as shown in Item 9 of Tablea R602.3(1). (Fastening Schedule) VIRGIN SOIL & BE FULL HEIGHT OR STEPz FOOTINGS 1 V TO 2H 2. Connection of walls 12 inches total length or shorter connecting offset braced wall panels to the foundation without anchor bolts shall be permitted. The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) J NOTE:GLAZING HAZARDOUS LOCATION: R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING Fireplace clearance. BATHTUBS AND SHOWERS WHERE THE NOTE:GLAZING HAZARDOUS LOCATION:R308.4 All wood beams, foists, studs and BOTTOM EDGE OF THE GLAZING IS LESS INCLUDING BUT LIMITED TO THE FOLLOWING: THAN 60 INCHES ABOVE A STANDING - other combustable material shall have SURFACE AND DRAIN INLET. Q SAFETY GLAZING(TEMP GLASS)IS REQUIRED a clearance of not less than 2 inches AT GLAZING IN A BUILDING WALL ENCLOSING 16'-0" WET SURFACES:R308.4.5 BATHTUBS AND SHOWERS WHERE THE from the front face and sides of GLAZING IN WALLS,ENCLOSURES CONTAINING • BOTTOM EDGE OF THE GLAZING IS LESS masonry fireplaces and not less than 4 WHIRLPOOL, BATH TUBS,SHOWERS, THAN 60 INCHES ABOVE A STANDING inches from the back faces of SWIMMING POOLS,HOT TUBS WHERETH BOTTOM W O SURFACE AND DRAIN INLET. EDGE OF THE GLASS IS LESS THAN 60" U 0 masonry fireplaces. The air space __________ MEASURED VERTICALLY ABOVE ANY STANDING OR ` WET SURFACES:R308.4.5 shall not be filled except t r 0 provide WALKING SURFACE SHALL BE CLASSIFIED AS GLAZING IN WALLS, ENCLOSURES CONTAINING p p ---------- PER TABLE R308.3.1(1)AND R308.3.1(2) WHIRLPOOL,BATH TUBS,SHOWERS, fire blocking in accordance with ----------- SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM EDGE OF THE GLASS IS LESS THAN 60" section R1001.12 of the code. ----------- EXCEPTION:GLAZING THAT IS MORE THEN 60" W MEASURED VERTICALLY ABOVE ANY STANDING OR 14'-9'/i' MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, Q w WALKING SURFACE SHALL BE CLASSIFIED AS ---------- FROM THE WATERS EDGE _ Q PER TABLE R308.3.1(1)AND R308.3.1(2) i ioo ec With SAFETY GLAZING IS REQUIRED ADJACENT TO 36"high wood rail 3'-8'/z' ----'-`--- STAIRWAYS,LANDINGS, AND RAMPS WITHIN 0 ` J EXCEPTION:GLAZING THAT IS MORE THEN 60" r - - - -�- -'- - and ste s to rade ----------- 36 INCHES HORIZONTALLY OF WALKING SURFACE /1 /1 MEASURED HORIZONTALLY AND INA STRAIGHT LINE, I ; , ; FRAMER TO VE IFY CENTERLINE& WOOD STOOP OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM (`../) FROM THE WATERS EDGE > I ' ' ' HEIGHT OF WIN OW OVER KITCHEN ---------- STEPS& TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN M SINK WITH KITC EN LAYOUT PLAN RAILING EXPOSED SURFACE OF GLASS IS LESS THAN W ...l.� SAFETY GLAZING IS REQUIRED ADJACENT TO } I o PROVIDED BY B ILDER. 60 INCHES ABOVE THE NOSE OF THE TREAD •�l•� STAIRWAYS,LANDINGS, AND RAMPS WITHIN d z I o OR WALKING SURFACE. 36 INCHES HORIZONTALLY OF WALKING SURFACE TEMP GL OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOMQ 3052 3052 2032 30210-2 VX 3'AWNING TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN m , W Q EXPOSED SURFACE OF GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD 2-2x10 2-2x10 '--j2)1;3 VL OR WALKING SURFACE. (2)1-3/4" 9-1/2"LVL 2-2x10 2-2x10 Z 3'-6" 11'-6" 3'-6" I z N p , > O `�RT CD N � HALF WALL ' o N 18'611 plywood each side I 5'-10" C No ® 5 z 3'/i' R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed 5'6" N draft openings (both vertical and horizontal) and to form an effective fire barrier DEN cc I U o (� between stories, and between a top story and the roof space. Fireblocking shall I 5'-6'/2" STUDY be provided in wood-frame construction in the following locations. q N I s N O O In � � UL LISTED O � 1. In concealed spaces of stud walls and partitions, including furred spaces and o I � o parallel rows of studs or staggered studs; as follows: WOOD BURNING I a 2-8" 2'-4" gg PRE-FAB FIREPLACE LL DINETTE ' N z N GLASS DOORS& ao o N E•122 C-, S w x o `o o f6 ,n 1.1. Vertically at the ceiling and floor levels. HEARTH EXTENSION � I O AS PER RESIDENTAIL M v N HALL �' °'Y o i y 3'0" i� o o N rn m m rn� o 2 v CODE-CHAPTER 10 CIDo cn -v O x °D �� ..� E L 2 N v 0-6 I Z CO \ M N N `O'2 coo 2. Horizontally at intervals not exceeding 10 feet. N N c VENT TO EXTERIOR to c"' co �"" C C Z O O N N I 2-2x10 � v°' rn °' QOLo 2.At all interconnections between concealed vertical and horizontal N 2'- ' 3 spaces such as occur at soffits, drop ceilings and cove ceilings. 4'-0114" — — - — - �, o•�, o o o 0 o R302.5.1 OPENING PROTECTION. " 4,0„ c a y ; j (D Y`o I N INSULATED SOLID CORE STEEL 3. In concealed spaces between stair stringers at the top and bottom of the run. (3)1-3/4"x11-114"LVL 2-2x10 ' 2-2x10 a)L; C o m• o c 3 DOOR,20-MINUTE FIRE RATED. N a'= in•°- 3 L c•-c�' 3 0 CD Enclosed spaces under stairs shall comply with Section R302.7 2'-0" _ _ _ _ _ _ _ _ _ _ _ _ I Z�11` �11111 — - — - - WEATHER STRIPPED o o g 3 o n-r- - t w _ �, � �,w " 1 _ W/SELF CLOSING DEVICE a' a�' I I - C= C101-011 •— C C4.At openings around vents, pipes, ducts, cables and wires at ceiling ands O 4'-7'/i' 3'-1'/z" 3' 1" 2'-2" -------- R-15 BATT CL o & oco �floor level, with an approved material to resist the free passage of flame INSULATION �, w „ 0._wand products of combustion. I - _ '°uCo M .� ��-o ,� c° EcU- fa N ,C.L` Q M y d C N 0 , '. . Q-❑rn , G1 C d E c0 Q UO,.L.. X --_--__ _ 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 N DINING ROOM -�+ o L o = L cm S 3 v N N LIVING ROOM 22X12 ct , � � � � � ,� Ea._ oa6. Fireblocking of cornices of a two-family dwelling is required at the line of o ---__--_- I I WAL�F C9 2x4 wall I I ABOVEwe ing unit separation. = under stair7. Fireblocking material:two inch nominal lumber, bats or blankets of mineral o -------- rn N z O ' closet under III o o wood or glass fiber installed securely in place or 1/2 gypsum board. w stair o I I 0 N \ \ J I =-------- , w ca to N !h (O r O -------- I I O '1 J O N o --------- III a ,� I mC X Icl o o l =O J rn u v UP 15R III o II \ 15'-61/2" 11'-9" 13'-0" U-°c I N 01 LO Xc ti � N +413T 3'/i' � (3)1-3/4"x 18"LVL +b i' ° -----1------------ c M 3Y --------------------------- -- -------- ---------- 0-1 FOYER ------iT--------------------------------------- -- ------- --------- Cl) N 7 I cD I cli " R-15 BATT INSULATION I GARAGE q 2-2x10 I c� `v DWELLING GARAGE 2-2x10 2-2x10 2-2x10 SEPARATION IN _J' 2'_111 j I I ACCORDANCE WITH N z TABLE R302.6 'Z0 3052 inn.2 u SEE DWG-1 FOR TABLE N n N ' '- 2 2x10 N I INSULATE WALLS oo a`c COMMON WITH LIVING o cD OAREA. m I - CD i tD O U r PROVIDE:HEAT O (o ' - cD DETECTOR PER R314.2.1 3'/=" o N Z CD to x 23'-5" N 6 Q W W ' 2-2x10 2-2x10 ------------------ - __________________ Q w Q 12"HB&G C/) erma-cast ----------------------- Column _______________________ 3052 3052 3v° � Down to grade as required 8'8" 8'-9" 8'-2" T-6'/z" T-6'/z" 714 i� N 4'-71/2" 6'-101/2" 4'-4" 6'-2" 6'-2" 3'-4" 6'-4" 3'-4" 6'-6" 11'-0" 6'-6" a 15'-10" 12'-4" 13'-0" 24'-0" W U > O 01 O 65'-2" c�3 R312.2 WINDOW FALL PROTECTION NOTE: g� o WINDOWS, EXTERIOR FRENCH & SLIDING DRSOC TOP OF THE WINDOW SILL SHALL Plans indicates ANDERSEN series 244 U N BE A MINIMUM OF 24"ABOVE THE FINISHED Model Numbers and shall be In accordance with R609 ct FLOOR AND GREATER THAN 72"ABOVE THEM Ct To be designed & installed as per manufacturers 9'-0" PLATE HEIGHT FINISHED GRADE OR OTHER SURFACES specification for 140 ultimate design wind speed BELOW ON THE EXTERIOR SIDE OF THE [NY]915.3.3 Residential Buildings and Commercial Buildings . ter=a O and Table 301.2(2), 301.2(3) S Smoke Detector With an Attached Motor Vehicle Related Occupancy BUILDING. SHALL COMPLY AS FOLLOWS: Provide HP LOW-E lass; 1 ST FLOOR PLAN U = .30, SHGC = .29 Carbon Monoxide Detector J kA g _ �� Carbon monoxide detection shall be installed in a central or otherwise approved �G t� R312.2.2 WINDOW OPENING CONTROL DEVICES: EGRESS: shall meet R 310 co Refer to DWG-1 General Notes SCALE: 1 /4" — _O location in each occupiable space in a commercial building and within 10 feet of the entrance to sleeping areas and sleeping units in residential buildings @' > '. WINDOW OPENING CONTROL DEVICE SHALL WINDOW FALL PROTECTION: shall meet R312.2 In accordance with Section 915 of the ? COMPLY WITH ASTM F 2000.THE OPENING and commercial buildings that: DEVICE AFTER OPERATION TO RELEASE THE MINIMUM EGRESS SIZE: 244 DH 3049 2020 IFC, R314, R315 of the Residential code of NYS 1. Have a communicating opening with an attached motor vehicle related occupancy, Substitutions made upon meeting Code. LIVING AREA; 1739 SF g p g DEVICE SHALL ALLOW THE WINDOW TO � 2. Share one or more common walls with an attached motor vehicle related occupancy,or FULLY OPEN TO MEET THE CLEAR OPENING See page one, general notes for additional 3. Alocated storybbel AS REQUIRE TO MEET EGRESS R310.2.1 code requirements. GARAGE AREA; 621 SFOF t4 Are one above or a motor vehicle related occupancy. ,y© _ -, '�� ,- VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE NOTE:GLAZING HAZARDOUS LOCATION:R308.4 THE ROOF OR 6"ABOVE THE INCLUDING BUT LIMITED TO THE FOLLOWING: ANTICIPATED SNOW ACCUMULATION. SAFETY GLAZING(TEMP GLASS)IS REQUIRED P3103.2 FROST CLOSURE: AT GLAZING IN A BUILDING WALL ENCLOSING Q WHERE THE 97.5%VALUE FOR BATHTUBS AND SHOWERS WHERE THE OUT-SIDE DESIGN TEMP IS 0 DEG F BOTTOM EDGE OF THE GLAZING IS LESS OR LESS.VENT EXTENSION THROUGH THAN 60 INCHES ABOVE A STANDING • A ROOF OR WALL SHALL NOT BE LESS SURFACE AND DRAIN INLET. Uj O THAN 3"IN DIAMETER. ANY INCREASE WET SURFACES:R308.4.5 N SIZE OF THE VENT SHALL BE MADE GLAZING IN WALLS,ENCLOSURES CONTAINING r NOT LESS THAN 1 FOOT INSIDE THE WHIRLPOOL,BATH TUBS,SHOWERS, 0 THERMAL ENVELOPE OF THE BUILDING. SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM ROOF JL 4" VTR EDGE OF THE GLASS IS LESS THAN 60" Z MEASURED VERTICALLYABOVE ANY STANDING OR ` WALKING SURFACE SHALL BE CLASSIFIED AS W /�' 211 PER TABLE R308.3.1(1)AND R308.3.1(2) Q 21' EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLY AND INA STRAIGHT LINE, U) 3' 311 FROM THE WATERS EDGE W � O SAFETY GLAZING IS REQUIRED ADJACENT TO 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2' 1 1/2' 1 1/2' STAIRWAYS,LANDINGS, AND RAMPS WITHIN 0. < 1 36 INCHES HORIZONTALLY OF WALKING SURFACE � OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM W 7 2" 2" 2" 41'-5'/2" TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 01 2'-6 60 INCHES ABOVE THE NOSE OF THE TREAD '/," 5'-6" 5'-6" 13'-10" 5'-8" OR WALKING SURFACE. 2NDFL. �31/ 0 < 3„ 2„ U) 2„ 2„ 3„ !LN 3" 2 311 211 2„ t-CO o C) LO 311EGRESS 3046-2 EGRESS 3046-2 EGRESS � 211 11/2" 3' 11/2" 11/2' i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - , WASHER DW ' 2„ 1 1/2" I 2-2x10 ♦ ♦ 2-2x10 2-2x10 X ♦ ` 2x 8 RAFTERS (a)16"oc 2x 8 RAFTERS Ca,16"oc �, l 1 ST FL. '8' "' \ Y — — — — — 5 634" — — — — — ♦ 11'3'/i' 31�" % 2x4 COLLAR TIES 48"oc I 2x4 COLLAR TIES @ 48"oc 1 2'-1" 11'-1" 1'-9" @ 1 e 01 211 N I 1 I \ 1 y Q " I I I oU ` e? I m ,, 4 FAI , a 1 Bedroom #2 0 `'+ ( m o N 3„ 3/z1 Bedroom #1 I 3 '� " 3 Bedroom #3 a �, a ' E a s s 3 FLAT CLG 'I 1 •- . E L N ,n a o. 10'-0" TRAY CLG @ io a o cn FLAT CLG `f ` I c o o Cc: °' = N CO 8`0" �I W O� � cn ` , ( vNrn oY6•� `0 4 ———Yl o I I ILL 0Of w Ow \ 1 ;gmc o `oNmoa o o I �g LL �� % I I n u U, m i L Ridge Vent Ridge Vent W 0 12 Wood 0 CL' >. Framed 7 Chimney — W W Ridge Vent n 9 ASPHALT SHINGLES — -1� 12 U/ Wood >-- O Framed Ridge Vent Rid e Vent 6"fascia Chimney g g vinyl vented soffit TOP OF PLATE co JLI ASPHALT SHINGLES � o ` ROOF BEYOND ` c ` o—8"RAKE TOP OF 3UBFLOOR GUTTERS&LEADERS OVERHANG AS REQUIRED ` — —' — Vinyl Siding TOP OF ATE TYPICAL LOW Wood steps and landing to grade.handrail and Guardrail to code LM m a❑❑ 1:1❑❑ 17170 1:11= Vinyl Siding y ° EL 16.0 c m'N TOP C F SUBFLOOR ,o o'� � L°7KZ E `m ` ° now IV V 'I --� TOP OF UNDATI NZN ,. " A O iT N o C) c N c --- — ® U C CO N n O O a) O C = N '7 i; ' FINISHED GRADE `°-0 U y 0 v�e rL N• 3 c c 3 1 � .0 p V y 0 C Q U t6 d)'�w ( i 1 FINISHED GRADE I —- TOP OF CRAWL o I 11 I I 11 n rII O0.0 EL 8.0 2a ` Cacc LoyE ° O 0 , - - ` I '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , o TOPOFFOOTINGcc - - - - — - - - — - - - - - — - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - I — - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 L J ,b,� c Q M C N E ) O RIGHT ELEVATION U REAR ELEVATION � := n E r� m� � � .. It0Mm � FL- rEa.E`° a SCALE: 3/16" = 1'4" SCALE: 3/16" = 1'-0" Chimneys shall extend at least 2 feet higher then any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof(R1001.6) 0 12 N Ridge Vent Ridge Vent Wood _ ASPHALT SHINGLES Framed Chimney ASPHALT SHINGLES —_ 12 =_ 1 0 F7 hung single = Ridge Vent OVERHANG = Vinyl Siding GUTTERS&LEADERS _ AS REQUIRED TOP OF PLATE TYPICAL - Wood - —.— — iW Framed 12 Chimney i o cA M � w Q _ — 8"RAKE I lit OVERHANG TOP OF pUBFILOOR - --— ASPHALT SHINGLES TOP OF PLATE Wood steps and landing to grade.handrail and Guardrail to code FR [�r1/ r � -- oil EL-16.0 a a TOP O SUBFLOOR �1 TOP OF!OUNDi TION CC' V o F_ I I I 1 I 1 1 I I 11 1 I 1 1 V � I 1 I tl Woad steps and landing 0 I I I to grade.handrail and r-- CZ I I I EL 8.0 I I I Guardrail to code I I I I I I b!1 I 1 I I 1 TOP OF CRAWL fir" M me) I I I_t — IT — t— — _ — — — L — - — — — — — 1— — I— — — — — — — J _ J IL — — — — — — — — — — — — — —1_ — I— — — — I .r 1 V CC, LEFT ELEVATION Porch Notes: FRONT ELEVATION Replan for size,Columns see plan for size, 36"High railing to Code Space balusters maximum SCALE: 3/16" - 1'-0" fl _ 1 4"apart. t , _ SCALE: 1/4 - 1 -0 'N .�r CONTINUOUS RIDGE VENT RIDGE BOARD N1102.2.3(R402.2.3)EAVE BAFFLE FOR A R- (R4MEAB)EAVE BAFFLE SHALLR802.4 COLLAR TIES FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, SHALL BE NAILED with 4-10d A BAFFLE SHALL BE INSTALLED A BAFFLE SHALL BE INSTALLED BOX NAILS IN ACCORDANCE ADJACENT TO SOFFIT AND EAVE VENTS. ADJACENT TO SOFFIT AND EAVE VENTS. WITH FASTENING SCHEDULE BAFFLES SHALL MAINTAIN AN OPENING EQUAL BAFFLES SHALL MAINTAIN AN OPENING EQUAL O OR GREATER THAN THE SIZE OF THE VENT. R GREATER THAN THE SIZE OF THE VENT. ' THE BAFFLE SHALL EXTEND OVER THE TOP THE BAFFLE SHALL OF THE ATTIC INSULATION.EXTEND OVER THE TOP Q OF THE ATTIC INSULATION. 2 2x4's @ 48"oc 12 RAFTER/CEILING JOIST HEEL R905.1.2 ICE BARRIERS; RAFTER/CEILING JOIST HEEL JOINT CONNECTION SELF-ADHERED POLYMER MODIFIED CONTINUOUS RIDGE VENT JOINT CONNECTION SHALL BE NAILED BITUMEN SHEET USED IN PLACE OF SHALL BE NAILED TOGETHER IN ACCORDANCE NORMAL UNDERLAYMENT AND W O RIDGE BOARD TOGETHER IN ACCORDANCE WITH TABLE R802.5.2 EXTEND FROM THE LOWEST EDGES OF WITH TABLE R802.5.2 R-30 BATT (SEE DWG-1 FOR TABLE) ALL ROOF SURFACES TO A POINT NOT (SEE DWG-1 FOR TABLE) INSULATION WITH SIMPSON H2AAT EACH LESS THAN 24 INCHES INSIDE THE TOP OF PLATE WITH SIMPSON H2AAT EACH RAFTER TO STUD. Z EXTERIOR WALL LINE OF THE BUILDING. RAFTER TO STUD. ON ROOFS WITH SLOPE EQUAL OR GREATER — - - — THAN 8/12,THE ICE BARRIER SHALL ALSO BE 1 R806.3 APPLIED NOT LESS THAN 36"MEASURED ALONG Q 1 1 1 MIN. 1"AIR GAP TOP OF PLATE THE ROOF SLOPE FROM THE EAVE EDGE OF THE W Q BETWN INSULATION _ _ _ AND SHEATHING R-30C BATT BUILDING 2x4 48"oc _ @ O INSULATION CO > R-15 BATT V J INSULATION R806.3 2x8 rafters 16"oc o 2X8 LEDGER wJ R 3 EXT. MIN. 1"AIR GAP = TYPICAL ROOF CONSTRUCTION W 0 00 LAG SCREW TO BETWN INSULATION Class A As h T FOAM BOARD AND SHEATHING p alt Roof Shingles w/ .. STUDS J- @ 16"OC R 15 BATT fasteners per manufacturers specification Unfinished Attic SIMPSON INSULATION HANGER @ EACHw!R-3 EXT. to and the NYS CODE. RAFTER Bedroom #1 BAT 00 FOAM BOARD Underlayment as per section R905.1.1 & W Storage Only TOP OF SUBFLOOR 2x6 Rafters 16"oc ENGINEERED installed per Table R905.1.1(1) 2x4 Ceiling Joists 16"oc n FLOOR JOISTS Ice & Water barrier as per section R905.1.2 Q — - - — t4l TOP OF SQOFLOOR (Note: Double underlayment is required co^ LVL girder beyond TOP OF PLATE for Roof slopes between 2 on 12 and 4 on 12) 2 v J -- - - Framing As per plans with 1/2" exterior grade I span rated structural plywood Sheathing, Q 4"AZEK BEADED Bridging typical Nail to framing in accordance FastenerLO install as per code PORCH SOFFIT ON Schedules & Strapping per detail sheet(s). r WRAP HEADER IN FURRING STRIPS R-15 BATT 00 AZEK BOARDS INSULATION Flashing per R905.2.8 LIVING ROOM KITCHEN FOAMBO i GARAGE FOAM BOARD 0 TYPICAL SOFFIT CONSTRUCTION. f 12 overhangs-typical p 6" Wood fascia & 6" Wood rake boards. II4, TOP F SUBFLOOR ENGINEERED Trim in aluminum or use "azek" or equal Teco all Joists to HcIr FLOOR In strap back of Hdr JOISTS ELEV; 16.o Metal drip edge per R905.2.$.5 E.00 7TOP OF FOUNDATION to Posta, secure posts R 30 Batt insulation Full Vented Vinyl Soffits 0•� LA o E w — _ — _ — TOP F SUBFLOOR Y Y ' to footin with alv )` II(( ))`` )){{))44 ��(( ))SS ??(( - - - - rn .c� M0 `- o.°� '. TYP.GARAGE SLAB post anchors 9 V V� VVVVU �V�V��vUvv ��V� V�V V UV� VV VVV UVV V TOP F FOUNDATION w S E c `6 PITCH TO DOORS _ _ _ _ o 6 - a . a TYPICAL EXTERIOR WALL T b� Y TYP.DECK GIRDER ; �—R-30 BATT 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc. SEE DETAILS TYp - • ON DWG-2 ..0 j `� LVL GIRDER INSULATION 5► Double to Plate and Single Sole Plate. o.o o y o Y b FOUNDATION p g a: b •� min co miff oc3 CONST. 0 1/2 exterior Grade - Span Rated = y � >-0 = a .- s O ( _ •1 R302.13 FIRE PROTECTION OF FLOORS: ° �n o 3 L c c 4? 3 ° I TYP DECK LEDGER CRAWL SPACE PROVIDE 1/2"GYPSUM BOARD ON ENTIRE .• Continuous Structural plywood Sheathing. o o U•�o 6 a 0 @ L `.� Bottom of deck SE DETAILS '' '•• c n ° y b ., ON WG-2 �'� CEILING ABOVE BASEMENT ATTACHED e; ,c c m 2 vi o-= pier Footing Fastened per Fastener schedule. /n w rn h °w r ` c SCALE: � - /� 1 —O I 36"below TO THE UNDERSIDE OF THE JOISTS. L Q c co N a� o 3 o E SC t ec House Wrap ore equal. � � o Grade Minimum : ,� ELEV;9.0 p q c ° o o_ p b TYP.CRAWL SLAB d TOP OF CRAWL Vinyl or Wood Siding as per clients selection _r 0 _ N o N 2 r E j o N -- - -- installed per manuf specs and NYS code. _ CoEL s a = FOR TYPICAL MATERIALS �� z•0� SEE DWG-1 FOR U Cont. load path strapping installed in accordance t o 0 - r� ° STRAPPING DETAILS '' FOOTING 3'-0"BELOW E- U rn m Cr H m E a o a SEE SECTION A AND NAILING SCHEDS. FINAL NGADE.MINIMUM with drawings. Provide Fire Blocking in accordance SECTION � A with R302.11 & R302.11.1 and Draftstopping per R302.12 & R302.12.1 SCALE: 1/4 = V-10"11 TYPICAL FLOOR CONSTRUCTION 3/4" Plywood Span Rated Subfloor, R905.1.2 ICE BARRIERS; Glued and Nailed in SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF accordance with the fastener schedule. NORMAL UNDERLAYMENT AND Floor joists and Bridging as per Code. EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE INSULATION SCHEDULE TYPICAL FOUNDATION CONSTRUCTION EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER Y Shall comply with 2018 IECC in accordance with chapter 4 END WALL BRACING ATTIC THAN 8/12,THE ICE BARRIER SHALL ALSO BE 3000 psi Air Entrained cast-in-place concrete SEE DET 4 ON DWG-2. R-30C BATT APPLIED NOT LESS THAN 36"MEASURED ALONG INSULATION END WALL BRACING THE ROOF SLOPE FROM THE EAVE EDGE OF THE Location R-value Thickness wall on cast-in-place Concrete Wall Footing per SEE DET4 ON DWG-2. BUILDING Flat Clg * R-3oc 8-1/4" R403. refer to Foundation Plan for footing size & NSULATO Vaulted Clg R-30c 8-1/4" thickness. Concrete Horizontal and Vertical Floor(unheated space) R-30c 8-1/4" Reinforcement per Chapter 4. & gen note #6. TOP OF PLATE - — TRAY CEILING 0 12 Floor(outside air) R-30c 8-1/4" Damproofing per R406. 2- 2x6 approved 410 0 Exterior 2x6 walls R-21 5-1/2" treated Sill Plates, Sill Seal And Termite shield per 12 10 Exterior 2x4 walls R-15 3-1/2" + Section R318.Anchor bolts per Foundation Plan o ® ® ® ® R-3 Exterior Foam Insulation and R403.1.6 10 R802.4.6 COLLAR TIES air seal walls to pass 3 air changes per hour p Above rade attic walls R-15 3-1/2 SHALL BE NAILED with 4-10d z 11 rINTERIOR WALL FINISH 04- 2x4's @ 48"oc BOX NAILS IN ACCORDANCE g co WITH FASTENING SCHEDULE Foundation Rim Joist: R-30 Provide 1/2" G sum Wall Board on ceilin S CD U) I RAILING Gypsum g p Q R-15 BATT Bedroom #1 Bedroom #4 All Glazing U = .30 SCGH: .30 and walls except basement walls & clgs - unless cfl W INSULATIONR-15 BATT Doors-less than 50% glazing U = .40 noted. Min 1/2" Moisture Resistant Wall Board on w/R-3 EXT ENGINEERED } � FOAM BOARD FLOOR INSULATION ATTIC Door-more than 50% glazing U = .30 SCGH: .30 Ceiling and all walls in Bathrooms (humid areas) w rU JOISTS Teco and 5/8" cement board on walls and ceilings in wet areas. TOP OF SUBFLO R _ - *If part or the entire attic will be decked over with plywood, Provide 5/8" Fire Rated gypsum wall Board on walls Top of PLAT _ _ the ceiling joists must be deep enough in order to fit the and ceiling located as per code, manufacturers batt insulation so that it is not compressed. If not then requirements and drawings. END WALL BRACING CI Jsts will have to be built u or upgraded to the next size. SEE DET 4 ON DWG-2. one 4'-0"section of g p Pg Batt insulation 3/4"Plywood Along Roof Edge continuous Other Specifications: front to rear p • Windows: U_< 0.30, SHGC5 0.30 R-15 BATT INSULATION • z 100% high efficiency lighting (CFL's or LED's) °' i FOYER DINING ROOM • s 3 air changes per hour LIVING ROOM •OPEN TO ABOVE z All Energy Star appliances � � N ENGINEERED FLOOR JOISTS GARAGE R403.6 Mechanical ventilation shall be provided that w ELEV: 16,0 .� R-30 Batt insulation meets the requirements of section M1507 U � TOP F SUBFLOOR LJ S cS S S6 S 6S U s �U b > �� )TUU )��U ��U >��5� �StS �� > TOP OF FOUNDATION R403.7 Heating and cooling equipment shall be [—� o • 9 LVL GIRDERsized in accordance with ACCA manual J by a ^/ ►-"� �, TYP.GARAGE SLAB certified third party rater. Irr-,rl �, R-30 BATT`/ :� PITCH TO DOORS h� 'U rx M a b INSULATION R302.13 FIRE PROTECTION OF FLOORS: b r 1 ,0 PROVIDE 1/2"GYPSUM BOARD ON ENTIRE ,� e, �U./ 0C CEILINGABOVE BASEMENTATTACHED I TO THE UNDER$1 DE OF THE JOISTS.� � � �L o; e; 4 u .. O ,may M ELEV:9.U ; CRAWL SPACE ; TYp. FOUND TOP OF CRAWL_ b, TYP.CRAWL SLAB b; CONST.CRAWL J Fy/Q O I I I I FOOTING T-0"BELOW �!I„ ' ♦c 8 FINAL GRADE.MINIMUM SEE DWG-1 FOR STRAPPING DETAILS AND NAILING SCHEDS. SECTION - JB FOR TYPICAL MATERIALS '�� 0190 �Or- SCALE: 114 = 1 -O ' SEE SECTION A BRACED WALL PANEL.a COrlTlrl!IOUGLY SHE"THED� PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B ER CED':: L LIME Tr, c c- Err-=_ ./ r / (BRACING METHOD TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP/CS-PF GB/CS-WSP CS-WSP CS-WSP CS-WSP GB ICS-WSP CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL BRACE WALL LINE SPACING(FT).b 32 32 24 35.16 35.16 27.66 27.66 37.5 37.5 DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27"/18" 48"/27" 27" 24" 24" 48" 24" Q iCS-P F CONTINUOUS SHEATHING 777 PORTAL FRAME TABLE R602.10.3(1)Page: 180 REQUIRED BRACING LENGTH(FT) 14 14 6 31 15 13 13 18 9 HOLD- / DETAIL#3,DWG-2 `__;.__ .,, , F;, ERA.CED::';-.LL P,�.t1EL�.T TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c E',L 0�E_A:E_ -%.:LLP,E END OF ER�CED.`!LLL LINE I UJ END CONDITION 1 END CONDITION 2 IGB GYPSUM BOARD rl:,17LLIcl IS_' s11:t �EC 0. 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 U JBRACED WALL NOTES: 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 Z REFER TO DETAILS ON DWG-2 z ' 1 FOR HOLDOWNS,STRAPPING,BRACED 3. WALL HEIGHT .95 ,95 .95 .95 .95 .9 .9 .9 .9 I.�J 'WALL DIAGRAMS AND DWG-1 Q W f ' FOR NAILING SCHEDULE. ALL BRACED 4. NUMBER OF BWL PER DIRECTION 1 1 1.3 1.3 1.3 1 1 1 1 Q 'WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL 5. ADDITIONAL 8001b HOLDOWN DEVICE -• > OR HORIZONTAL OFFSETS. CoJ Fc FL BWL "♦ EL =r-=Te== e- - - - - BRACE WALL LINE 6. GYPSUM BOARD OMITTED ' 'W f > O , EIIC OF EP CED A.LLLLIL'c •� '., .� - 7. GYPSUM BOARD FASTENING ,7ry W END CONDITION 3 END CONDITION 4 7 -E_r-E_ REQUIREMENTS 8. HORIZONTAL BLOCKING IS OMITTED Return panel: 24"for braced v,w�a" lines sheathed w`th RESULT REQUIRED BRACED WALL LENGTH (FT) 13.3 13.3 7.5 27 18.5 12 12 12 10 W z wood structiral panels 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) Q �� '2"far braced wa'l Ernes sheathed wa'i 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 O i TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 3.5 structure'f berbaa,d 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 4. EXTERIOR AND ET NOT M WALLS PARALLEL TO A BRACED WALL LINE PER PLAN BRACING LENGTH PROVIDED FT n/ Distance D: 24"for braced v.,a" lines slieathed w=th SHALL BE OFFSET NOT MORE THAN 4 FEET. ( ) 20 25 15 32 19.75 23,16 16.33 24 X2.8 `,j_ 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL co / wood structural pane's THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. COMPLIANCE YES/NO Y Y Y Y Y Y Y Y W 32"for braced titin" Ines sheathed with 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH O structjra'f be-boa,d END OF A BRACED WALL LINE =E,1LE �•=;1c=',EL 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL a.Linear interpolation shall be permitted LO END CONDITION 5 Hold-down 800 lbs capacity fastened to the edge of the PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, device: braced wa!! panel c;osest to the cone'and R602.10.2.2 the average dimension shall be permitted to be used for braced wall line spacing. �M to the faundaticn or f;cor fram'ng be'cvr ABBREVIATIONS; BWL=BRACED WALL LINE, w For SI:1 Inch=25.4 mm, 1 foot=345 mBW=BRACED WALL,m,11h=4"45N CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING n to C O C g In a) 5 2 O rz w E .0 iA O n O w N O _JJ : J C 2 a O V Q) C f0 f0 37'-6" 1'-11/" c c m m I m l m 1 rol ° vo rn °� o•� `o 1 I ' o c a ` -.0 4-0" 35'-2" 240" " m Y ami N 2 c o ca va`o c I I I I o� �;0 3 t c c 3 0 3 o Jr o v a c a� 2-3 I 4'-811/16" 4'-D 15/16" I Noc r c N si" I � aac 0 �o� � oc � I I I I _ s �w L= E o a 68X60 FRENCH 3046-2 E .c v 0 0 U c 3046-2 I I 3052 I 2032 I oc p Eo c X a, 2 " a, a) OL 3052 72X60 SLIDING FRENCH 2 30210 2 1'X 3'AWNING H U In m CrF- :a E a o a , . I 1 I --------- 4'-D' I N BWL 2-1 I I BWL 1-1 _._.-.-.__.-. -I-_-_._ -_-_-_- -- -_._-_.--_-_.-.--_ _ ;.-_. _-_--. -.__. .._._.-.- __._ .-.- _._ .._._._ v I1 ' ° I I I I 2'48" 3'-0 , I I I _ I o " N ' i I 2'-0" � I 2'-B" to N I I 1 I to 1 I N III I I 26 I LLl I I o I o O I N O 4 GB METHOD N 1 1 I 7O.C.AT PANEL EDGES , N iN I ___ II TABLE R602.10.4 � z " i I I INCLUDING TOP AND O < I' I ALL HORIZONTAL JOINTS FIELD I o N Q ...... ' CPI BLOCKEDAND ' °' W co FRAMINGCONNECTIONS I J m I I I AS PER DETAIL 2 ON DWG 2 �- `) Q U I i I I i BWL 2-2 O ' ------ .�. I Q-.-------.� ---� -.-.-- �-�--- -.� .� .O 3052 3052 N 52 I 3052 11 3046 3046 3046 1' III o 10 BWL 1.2.-.___--.- _. _.-. - , _ _.-._._-^- _ -- ----_ _ _-_- _-_._- _-_-----_ -._ --_---_- 7 VX 7' VINYL ARCH TOP , I I I I ZD I 2'-11 3116" 3-2' I v I � �oN �N(\ a I , I I y-D^ 37'-6" '1'-11%• 131-011/16" 3'-8Y„„" 6'-1 3/16' 3'4" 3052 3052 U r i I 4'-1115/16" CS-WSP 2,_0" I 59'-2" 4'_0« rr"""11 M I ' O r•. I � bIJ OC 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN �(t D A U SCALE:3/16" = V-011 SCALE:3/16"= V-0" s �r u r�'�' i 4k •. 01i il 6 y OF NSC