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Home My WebLink About48580-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 #: 48580 Date: 12/12/2022 Permission is hereby granted to: Cubells Stephen 950-7 Old Medford Ave Medford, NY 11763 To Demolish existing cottage and construct new accessory garage at existing single family dwelling as applied for., At premises located at: 2475 Bay Ave, Mattituck SCTM #473889 Sec/Block/Lot# 144.-4-5 Pursuant to application dated 11/28/2022 and approved by the Building Inspector. To expire on 6/12/2024. Fees: DEMOLITION $202.00 ACCESSORY $615.60 CO-ACCESSORY BUILDING $50.00 Total: $867.60 , Y Buildi g Inspector `""e��'ft�d f•� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 41 Telephone (631) 765-1802 Fax (631) 765-9502 hl :lLwwu.stt'atlaldtownn + v Date Received APPLICATION FOR BUILDING PERMIT I- R NOV 2 8 2022 For office use only PERMIT N0.� �c�"� Building Inspector. WILDING DEPT' OF &art' Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 11/22/2022 OWNER(S)OF PROPERTY: Name: Stephen Cubells SCTM# 1000-144-4-5 Project address: 2475 Bay Avenue, Mattitcuk NY 11952 Phone#: (631)767-0294 Email: stephen@allislandcleaning.com Mailing address: 950-7 Old Medford Avenue, Medford NY 11763 CONTACT PERSON: Name: Henry Alia Mailing Address: 950-7 Old Medford Avenue, Medford NY 11763 Phone#: (631) 678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: I C Name:Thomas D. Blore Architect, P.C.. Mailing address: 60 Carlton Avenue, Suite 202, Islip Terrace, NY 11752 Phone#:( ) Emall: p� arch com tblore tdb.._ 631.........277-2022 CONTRACTOR INFORMATION: Name:All Island Cleaning Corp. Mailing address: 950-7 Old Medford Avenue, Medford NY 11763 Phone#:(631) 695-6250 Email:stephen@allislandcleaning.com DESCRIPTION OF PROPOSED CONSTRUCTION ddition I�I A +ern+inn Estimated Cost of Project: New Structure ❑r♦uui�iv�� «�..�,.... ❑Rapair ®Demolition 1 D Other Garage with 2nd Floor storage $40,000.00 Will the lot be re-graded? RYes El No Will excess fill be removed from premises? ❑Yes IRNo 1 PROPERTY INFORMATION Existing use of property: Residence Intended use of property: Garage Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 5R Check 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(pri erne,«Ste hen CUbells ❑ �� y+ ` Author- edA ent ROwner Signature of Applicant: � Date: �` STATE OF NEW YORK) SS: COUNTY OF Suffolk Stephen Cu bel IS being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Property Owner (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 file therewith. Sworn before me this Zz dayof 20 ..: :„ tart'Public -'1,( P ' PROPERTY OWNER AUTHORIZATIONI^!o009DY65279 (Where the applicant is not the owner) Inti O�Iii 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 Btdiding De2artment Application AUTHORIZATION (Where the Applicant is not the Owner) �- mm idi Ae residing at 00 � `"► .. q ._ (Print property owner's name) (Mailing Address) ( " 11-167 do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. Z w i rage 's Signature) ate) Print Owner m....... ( 's Name) vb err�WAW �w �r A " d6pox t a BOARD OF"SOUTHOLD TOWN TRUSTEES e SOUTHOLD,NEW YORK g PERMIT NO.2M DATE: AUGUST 18,2021 � , w ISSUED TO: STEPHEN &KAREN CUBELLS PROPERTY ADDRESS: 2475 SAY AVENUE.,MAT"1ITUC SCTM#1000-1444-5 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Aggust 18,202 11, and in consideration of application fee in the sum of ULO.00 paid by Ste_hen Karen,Cubells and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits I r r the following: Wetland Permit to demolish existing,one-story dwelling and construct a.new two-story,single- family dwelling in.its place; renovate and expand-a one-story cottage from 34.5'x1.0.5'to 34.5'x22.11; construct a 161x36' in-ground swimming pool with 48'x59.8'patio; and adjustments to grades using approximately 431 cubic yards of clean fill over an 11,653.7sq.ft. area;and to revegetate approximately 1,314sq.fL,of cleared area adjacent,to tidal wetland areas; establish and perpetually maintain a 15'non-turf buffer landward of the flagged p wetland line; and as depicted on the site plan prepared by Nelson,Pope&Voorhis,LLC, received on August 17,2021,and stamped approved on-,August 18;2021: IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these 4 presents to be subscribed by a majority of the said Board as of the 18th day of August ,202 1. r If d' .. i ,r r I .r r v"., ,ru„ r ,✓ „:�.Msx�. rr,�»,yw'•••rn rn +cf..m. +i. ��,,ftbpry rtw' ,swrwr exwdw�xcs„-+a+� ,,� eh5 ,r,t.;x u .r.,xrr �.um r�.:r ,w no's v$ ry�,rv„y' '4,iAM " ��” ; ,�� w �aF�«r w;� "' w, "'""tea ✓"' '"""'' ''" ' 1 Glenn Goldsmith,President so Town Mall Annex A.Nicholas Krupski,Vice President r, 54375 Route 25 JAL 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 cou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 23, 2021 Brant Reiner Nelson Pope Voorhis 70 Maxess Road Melville, NY 11747 RE: STEPHEN & KAREN CUBELLS 2745 BAY AVENUE, MATTITUCK SCTM# 1.000444-4-5 Dear Mf. Reiner The Board of Town Trustees took the following action during-its regular meeting held on Wednesday, August 18, 2021 regarding the above matter: WHEREAS, Nelson Pope Voorhis, on behalf of STEPHEN & KAREN CUBELLS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated May 27, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to;the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended,that the proposed application be found Consistent with the LWRP, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 18, 2021, at which time all interested persons were given an opportunity to be heard; and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent,with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code; and, RESOLVED, that the Board of Trustees approve the application of STEPHEN & KAREN CUBELLS to demolish existing one-story dwelling and construct a new two- story, single-family dwelling in its place; renovate and expand a one-story cottage from 34.5'x10.5' to 34.5'x22.1'; construct.a 16'x36' in-ground swimming pool.with 48'x59.8' patio; and adjustments to grades using approximately 431 cubic yards of clean fill over an 11,653.7sq.ft. :area; and to revegetate approximately 1,314sq.ft. of cleared area adjacent to tidal wetland areas; establish and perpetually maintain a 15' non-turf buffer landward of the flagged wetland line; and as depicted on the site plan prepared by Nelson, Pope &Voorhis, LLC, received on August 17, 2021, and stamped approved on August 18, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 4L Glenn Go dsmith President, Board of Trustees GG:dd IWO" - cg mom 0 a IIT Z CN '; 00 LAA OW r- II ss JU I u 1 ILLLJJ LU 0 • mom=f adz 0 �� 0 TERMS AND CONDITIONS The Permittee,,Steen Daren Cubells residing at 24'7 _l ay Avenue,Mattituck, blew 4`�ar as part of the consideration for the issuance of the Permit does understated and prescribe to the following: I That the said Board of Trustees and the ,Town of Southold are released from any and all damages,or claims for dainages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,And the said Permittee will,,at his or her own expense,defend any and all such suits initiated by third parties;and the said Permittee assumes full liability with respect thereto, to the complete,exclusion of the Board of Trustees of the Town of Southold. 21 That this Permit is valid for a period of-24 months,which is'considered to'be the estimated time required to complete the, work involved,,but should circumstances warrant, request,for an extension may be Heade to the Board at a 1afar.date. :ia That this Permit should be retained indefinitely,or as long as the said Per'rnittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Hoard or Its agents, and non-compliance with the provisions of the,originating application maybe cause for revocation of this Permit by resolution of th'e said)Ioard. , g 5w. That there will be no unreasonable riterfcrence wrth:riavi anon as a result of the work herein :authorized. 6- That there shall be,no interference withthe right of the public to pass and repass:along the •beach'between'high,and low water.marks. �. That if future operations of the Town of Southold require the removal and/or alteration 'in the location of the work herein authorized, or if,in the opinion of the Board of"Trustees, the work ;shall cause unreasonable obstruction to free navigation,the said Pee-mittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidenee.that a copy of this Trustee,permit has been ,recorded with the Suffolk County Clerk's.Offrce''as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permtitee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this.permit, which may be subject:to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the-riparian,rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 4 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www,dec.ny.gov July 1, 2021 CUBELLS, STEPHEN 950-7 OLD MEDFORD AVE MEDFORD, NY 11763 Re; CUBELLS PROPERTY 2475 BAY AVE SCTM� 1000-144-04-05 MATTITUCK, NY 11952 DEC IDS: 1-4738-00917100004 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 for the referenced activity. 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. Sincerely, Laura F. Star Deputy Permit Administrator Enc. Cc: NPV DEC-BMHP File goer pepartment of ro E. i�rrrcrezaiMx, Envirorrrnenti i.N Conservation. Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-00917 PERMIT __....... EC Under the Environmental ConservationLaw�. -Permittee and Facility Information Permit Issued To: Facility: STEPHEN CUBELLS CUBELLS PROPERTY 950-7 OLD MEDFORD AVE 2475 BAY AVEISCTM# 1000-144-04-05 MEDFORD,NY 11763 MATTITUCK,NY 11952 Facility Application Contact: NELSON POPE&VOORHIS LLC 572 WALT WHITMAN RD MELVILLE,NY 1;1747 (631) 427-5665 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 707.619 NYTM-N: 4539.579 Latitude: 40°58'51.5" Longitude: 72°31'55.7" Project Location: i2475 Bay Ave. Watercourse: James Creek Authorized Activity: Demolish the existing primary dwelling and construct a new single-family dwelling. Renovate and expand the existing',cottage. Install a new pool and patio. Place fill to level. Install a new Innovative/Alternative Onsite Wastewater Treatment System and stormwater drywells. Revegetate a 1,314 sf area with native vegetation. All activities authorized by this permit must be in strict conformance with the attached plans stamped approved by NYSDEC on July 1, 2021. Permit Authorizations.. ..-µmm _..._._. _Wmm ......- .. Tidal Wetlands- Under Article 25 Permit ID 1-4738-00917/00004 New Permit Effective Date: 7/1/2021 Expiration Date: 6130/2026 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION " Facility DEC 1D 1-4738-00917 .. NYSDEC .. 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:LAURA F STAR, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3.409 Authorized Signature: _ Date Xtion List . ......_ .._...._ ...m._...__----------- _ Distribution..—___�.�,....-._..._ ...��_ NELSON POPE & VOORHIS LLC Marine Habitat Protection LAURA F STAR 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. 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. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 7 Am KEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00917 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 Nelson &Pope, dated Nov. 25,2020 and by Nelson, Pope, & Voorhis, LLC, last revised May 10, 2021, both stamped approved by NYSEDC on July 1, 2021. 4. 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. 5. 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. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated in shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetlandadjacent area. 7. 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. 8. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the,project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Clean Fill Only, All fill shall consist of clean sand, gravel, or soil (not asphalt, slag,flyash,broken concrete or demoliton debris). 10. 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. 11. Long-term Plant Survival The 1,314 sq ft restoration area shall be planted as shown on plans by Nelson, Pope, &Voorhis, LLC, last revised May 10, 2021 and the permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY 11790 -3409 Page 3 of 7 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION '" ► Facility DEC ID 1-4738-00917 12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 13. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward,of the tidal wetland boundary. 14. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 15. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 16. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 17. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 18. 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. 19. 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. 20. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 7 Aft Mow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-00917 21. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the,State of New York on account of any such removal or alteration. 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: _�w.�w .w....._.... .. 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. Page 5 of 7 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00917 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. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; { d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 Aft 4okwo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00917 _..� . .. ._. _. HER PERMITTEE OBLIGATIONS NOTIFICATION OFF OT Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. 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J a a J C a DECLARATION OF' COVENANTS THIS DECLARATION made this 4 day of November 2021 by Stephen Cubells and Kaden Cubells residing at. 2475@ay `hpk0d.n.aft6r. referred to as "DECLARANT(S) ": W I T N E S :8 8 t 14 WqE'R E�S, DECLARANT (S) is/are the owner(s) Of :c,,ertain real Property located �on 2475 Bai Avenue Matfitudk Town of Southold, ------------------- County of �uffolk, State Of New York, des Orbed in, the ;Suffolk 'County Tax Map as J)iatrict 7,i00'0.,. Section 144Block 4 Lot 5 which is more partto.ularly bounded and described as set. 'forth :'n Schedule " Vannexed hereto, ,he,rp,.Ln4f te� referred to as the Property,, WHERE�S? the Property is -situated on lands within the jurisdiction of the 80afd of. T�U'steos of the Town of Southold (here:inafter the "'Trustees" pursuant to 'Chapter'! 275 of the Town code of the !rows Of Southold or its successor,, and various activities conducted upon the PXQP1q:,rty may thus be subject to the ;jppgulation jand approval of the Trustees prior to bei coriductedp WNERE,kS, the DECLARANT(S) therefore made; application to the Trustees for ,4 permit. pur$Uant to the Wetlands Law ,of the 'Town of Southold to undertake certain ,regulated activities; and as a condition of the granting of a Wetlands Permit, to undertake such regulated activities. the Trustees requi.toa that a 15 f6ot "non-turf buffer" ,adjacent: to and landward of the flagged wetland]ines as depicted on the.site plan and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Pronprijw -1 1 NOW, THEREFORE, the DECLARANT(S) do/does hereby covenant and agree as follows: 1} Upon the substantial completion of the aforementioned permitted aictivities there shall be established and perpetually maintained 'd"a ent to tidal wetland areas, a 15 foot "non-turf buffer;, as 4efined by Chapter '275 of the flown Code, to wit: "A designated area were turf grass:, pe'stic-14es and :fertilizers. are not permitted, and as depicted on the lte kan re aged fel on, leo e "�"oC�rlli LLC, reoieved on u u t , 2021 aid stamped approved on i t u t l8, 2021' r ,see Exhibit rel°;t.ached; ,and 2) "These covenants shall run with the, land and shall be binding on the D CLARA-NT(S) , his/her/their heirs., assigns, purchasers, or successors ,in i�te:rest and may only be M001, :6.ed after a public ;hearing and upon .rbsol tion of the Trustees.. IN TYNE S� WHEREOF® the owner(s) has/have duly executed this. instrument 'this !� day of , 20-. I G E of $-TGNATUR.Fr w—— G , 's .SISNA "URE TATE OF N]{W YORK ) COUNTY OF 2L) ss: On theda..y of � , i.n the year 2 before me the dersignea Wot4' Public in and for said State, personally appeared personally known to me or proved to me on the basis of sat sfatory evidence to be the individual (s) whose name(s) is/are subscribed to the within instrument and, acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature(s) on the instrument, the individual or the persons on behalf of which the individual(s) acted, executed the instrument. 1l y 1"C leu li.c o..001 DY5 5a 7 EX y di EX M $ , �K C 2 OF N �= CERTIFICATE OF LIABILITY INSURANCE °ATE`M`�°°(YY"' l " 01/14/2022 THIS CERTIFICATE IS ISSUED ASA 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(les)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 CONTACT Camille Wadsworth NAME:. E A Funk&Associates,Inc. PHONEINo, (631)467-4747 FAX No): (631)467-5160 1919 Middle Country Road E-MAIL S& cwadsworlh ericfunkagency:com ADDRE Suite 300A INSURER($)AFFORDING COVERAGE NAIC# Centereach NY 11720 INSURER A: Lloyd's of London 112200 INSURED '..INSURER B: Merchants Mutual Insurance Company 23329 All Island Cleaning Corp. INSURER C: 950 Old Medford Ave INSURER D INSURER E: Medford NY 11763-2659 INSURER F: COVERAGES CERTIFICATE NUMBER: OL214104380 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. LTR.. ADDIL WEIR POLICY EFF @CYE P S TYPE OF INSURANCE POLICY NUMBER MM/DC)AY7 MWODIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 157MA6E TO RENTED CLAIMS-MADE ©OCCUR F ' S occu e,te $ 100,000 " Contractual Liability MED EXP(Any one person) $ 5,000 A Y MPL4053698.21 04/02/2021 04/02/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN"LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 JEa FILOC PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY N OTHER: Per Project Agg Limit $ 5,000,000 AUTOMOBILE LIABILITY O® BItEeD SINGLE d'k'M'&T $ 1,000,000 X ANYAUTO BODILY INJURY(Per person) $ H IRESONLY AUTOSONLY: O DAMAGE $ A� AAAAA B AUTOS ONLY ANUOTNOOs FD CAPI073167 04/02/2021 04/02/2022 BODILY INJURY(Per accident) $ AUTO $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY Y)N A T ER ANY PROPRIETOR/PARTNER/EXECUTIVE 'N(A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? Li (Mandatory In NH) E,L,DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder is included as additional insured under general liability when required by written contract or agreement under form#E6838.1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD nationalgrid December 16, 2021 Stephen Cubells 950-07 Old Medford Ave Medford, NY 11763 Email: stepahen allislandcleanincp.clam National Grid WO#T102440887—2475 Bay Ave, Mattituck To Whom It May Concern: This letter is to advise'you that the natural gas service line to the above location was physically disconnected on December 14, 2021. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a to number to get your underground lines identified for you prior to doing any digging: This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the caps was made, The number to call is either the nationally sponsored'111", or the local number for NYC/ LI area, 1-800-272-4480,This confirmation letter of a gars cut-off does not relieve the excavator of making this "811".call. If,you have any further questions, kindly contact me at 833-359-0645. Respectfully, Christina M. Bonelli Sr. Supervisor, Central Processing Gas Customer Connections 0 PSE(J"' I INN't) 12/2/2021 STEPHEN CU ELLS Service To: 950-07 Old MedfordAve, 2475 BAY AV Medford,NY, , Y 11763 MATTITUCK, NY 11952 i i I Customer Project :900000140402 Dear STEPHEN CU ELLS: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity: The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks haying been identified must be received from all the facility owners prior to any site work. j You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. i. If you have any,questions regarding the above, please contact Building& Renovation Services at 1-844=341=6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelll"ii t/011,54 XX�ee' Building & Renovation Seryices PSEG-LI � 1 UTI-1 4060 Sunrise Highway,Oakdale, New York 11769-0901 December 14Deecinber 14,2021 steL:)henCya]lislandclewibig corn RE: 2475 BAY AVE,MATI'ITUCK To Whom It May Concern: On December 9, 2021, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the"cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, Lisa Cetta New Construction Manager LC/db YIIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 6 N04" ^^^^:^^ 113405062 ALL ISLAND CLEANING CORP 950=7 OLD MEDFORD AVENUE' MEDFORD NY 11763 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER- CERTIFICATE HOLDER ALL ISLAND CLEANING CORP TOWN OF SOUTHOLD BUILDING DEPT 950-7 OLD MEDFORD AVENUE 54375 ROUTE 25 MEDFORD NY 117631 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE. 12354 646-8 343968 02/28/2021 TO 02/28/2022 1/13/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2354 646-8, 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, WE'TH 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 HT'TPS:I"W.NYSIF.COM/CERT/CERTVAL.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, PRESIDENT STEPHEN CUBELLS ALL ISLAND CLEANING CORP (ONE PERSON CORP) THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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. NEW YORK STATE SUR NCE FUND 4 �/ DIRECTOR,INSU RANCE FUND UNDERWRITING VALIDATION NUMBER: 723726786 U-26.3 Suffolk County Dept of Labor Licensing&ConsurnerAf it HOME IMPROVEMENT UCENSE FA Name STEPHEN.ACLSELLS Susiness Name This cerbTies that the ALL 18—LANG DCORP bearer is duly licensed by the County of Suffolk Ucen" K-45129- Rosalie Drago Gommim0ner ,.«>.,X,;t : D8/01/2022 T q5Sec l z � If� PO . LOCATION IliAP DRAVE/ ING INDEXSITE �� T-1 TITLE SITE INFORMATION SHEET REQ'D PROWD 2g N — F.Y. SETBACK 50.0' 50.0' 2a:• a,• �' N 1 CODE TABLES & NAILING SCHEDULE G C) Z � Fui aLL tp S.Y. SETBACK 15.0' I5.0' ��haija r Q�Ke t„ k N 2 STRAPPING & MISC. DETAILS MAX HEIGHT 22.00' 21.g0' Mattituck AEU• New SQ o1k Ave O w 4G 00 S.F. 43 437 S.F. �o a `' ' . , W Z w ►__ E ❑ Q w LOT SIZE A ` ` Pt cn cn L ❑ v � owuwiw � � �d 0 0 N-3 TRUS JOIST DETAILS LOT SIZE W/OU1' WATER - 35,Q4q S.F. � 0 �i � ��O^ Q UJ� o 4g 1d$O`� � ' � aQ � � � w Nw EXIST. (ST FLOOR (DEMO) - ((1,632 S.F.)) N—4 GENERAL NOTES C7 2 w a W O N ❑ o = dG,- , �.�. c,:,eerts Res�derKe x( p atK'��e EXIST. COTTAGE (DEMO) - ((381 S.F)) �.� 74 2475 Bay AveUm d� „ e MatbUxk,NY 11952 LL m F=- 00 W O ❑ m W Q A-1 FOUNDATION , FIRST, SECOND FLOOR PLAN � azaQ � aW NEW 15T FLOOR. - V12 S.F. � o� to W - y — NEW 2ND FL001? - ((1,220 5.F)) - 2905.F. � Wa Eu.. Nl— o °�- � NEW G POR�;H _ 3� .: 4a Lana 15`• & SANITARY RISER D I A NEW REAR STOOPS 60 S.F. Laurel Lake Par oil, o000I. • PAVER PATIO - ((2,216 S.F)) 25 POOL - 656 S.F. Laurel A-2 ROOF PLAN & DETAILS N SIDE STOOP - 13 S.F. N ti E t� ,a ui y. - 28 S.F. 1.00 mr A-3 BUILDING SECTIONS & DETAILS NTN � AG DECK p2� ul Z N v POOL EQUIP. PATIO - ((60 S.F.)) 'tiQ N N Q Z V � TOTAL LIVING SPACE - ((3,141 S.F)) ap, A-4 ELEVATIONS & LEGEND NEW GARAGE - 126 S.F. 'd„ w LU STORAGE - ((563 S.F)) °^ A-5 AIR SEALING DETAILS a V J � TOTAL 7,Ig0 S.F. 3,ba2 S.F. LOT COVERAGE 20.00 % 10.21 A—6 AIR SEALING DETAILS O PLOT PLAN .� � U U) w APPROVED AS NOTED O U x N/O/F 0ATE-J2Lg2 B.P,# S e0 I '� L A E. MERCURIO + FEE * mil)BY. NOTlFYBUILDING DEPARTMENTAT 1 631-76&lW2 SAM TO 4PM FOR THE O / FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED . + FM POURED CONCRETE 1 / 2. ROUGH•FRAMING a PLUMBI NG, '+ EXIST. I-5TY. RESIDENCE TO BE ' S, INSULATION o �� NEW G DECK DEMOLISHED IN ITS ENTIRETY 4. FI�.'CONSTRUCTION MUSY NF�2 C x_x— =_ =—==x= =" = - x �- -�-- 37 .13 BEEF R CC). o , , ALL' ASONRY PATIO - -�'- LINE OF REt�IlIRI�UIENTS OF IV w EXIST. BLUESTONE NEW PAVER WALK p p FOR POOL EQUIPMENT _ -- - - HIGH WATER �� YORK STATE. NOT RESPONSIBLE FOR o t DRIVEWAY TO REMAIN (142 5.F) - FILED UNDER SEPARATE - - --- - Q 1 (I,C112 5.F) - APPLICATION �- - - — � DESIGN ORDONWRUCTONEARORS ,a wN , ----------------------- I _ 2D O 4.0' PEI / 5.0' y' = SEWARD EDGE TT 1 b•0'' OF SALT MEADOW 111 - ------ ----- - --' i III i U w - -JJ L o FLOATING H Z - t SPA WOOD DECK Z } t e.o = wILI Q Z XIST. LAMP i ' 1 0 ' ... , I n I 4 P o FIND D DECK lU Q v OST I J----M ,�h o in W BLUEST NE v 11i i J U 8.0' F—DRI FD W to ,54 5 F) m POOL UNDER 1- - UNDER 5EPATE d i N < m t EXIST. TTAGE EXIST. GONG. GOV --�-- --- APPLICATION TO BE D OLI ; I6.0 + 16.o I6.0 IN ITS EN IRETY �' ; NEW 2Np �. DAMES CREEK J o , (551 5.F) STY. B CONY= N J w i 48.0 1 NEH PAVER PATIO U -0` ON GRADE FILED UNDER o t 0 a, NEW PAVER WALK SEPARATE APPLICATION 6VA � t a(V RETAINING WALL B E Y OTHERS TO N U (36a 5.F) c o BE INTALLED ® PERIMETER OF SZ EXIST. ATER L-------- 6A>RA� y,V \ PAVER PATIO. TW Ilb/BW 7.6 AS t Z c � o ' MET 2ND FLOOR STORAGE PER PLOT PLAN PROVIDED BY ' c (-126 5.F) - \ NEL50N d POPE DATED e06/21 L. 1 NE - REA ZONE X-0.2% ZONE AE-EL 6 50A OF MINIMAL ANNUAL CHANGE Date Revision/Issue t FLOOD HAZARD Q11 FLOOD HAZARD 4/16/22 ISSUED FOR PERMIT 346.36 11/10/22 REV I AS PER OWNER 66°38'30"W rn m + X 1ST. GON.G MONUMENT o + EXIST. FND. PIPE 1 Drawn By: � DE, PLOT PLAN INFORMATION h ��` N TAKEN FROM SURVEY BY, C. \` / Project# 'S NATHAN TAFT GORWIM III ��L WO/F O DATED, JULY 8, 2020 \ DALE A. STANLEY �p 20-OQ-I ZONE, "R-40" RESIDENCE �'fi �p �' 5CTM#: 1000-144-04-005 �O� c'� Scale A5 NOTED 4 Date 'LOT PLAN N N _ _ _ _ Sheet# 9 ROCHELLE PLACE SCALE: I"=20' L 3 m O N O n t U L g TABLE R602.30) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING NUMBER AND Qua SPACING AND FLOOR 4, v rt _ 00 ELEMENTS TYPE OF FASTENER LOCATION 4-8d BOX (2-I/2°xo.113°); OR 3-8d COMMON (2-I/2"x0.131"); OR s ROOF 21 JOIST TO SILL, TOP PLATE OR GIRDS �cLl. `-+ O TOE NAIL b �°' 3-I0d BOX (3"x0.128"); OR �� Yp ,l 4-8d BOX (2-1/2"xO.113") OR 3-3"xO.131" NAILS S BLOCKING BETWEEN CEILING JOISTS 3-8d COMMON (2-1/2"xO.131"); OR TOE NAIL 8d BOX (2-1/2"xO.113") 4" O.G. TOE NAIL /�3 S OR RAFTERS TO TOP PLATE 3-I0d BOX (3"xO.128"); OR RIM JOIST, BAND JOIST OR BLOCKING 3-3"xO.131" NAILS 22 TO SILL OR TOP PLATE (ROOF 8d COMMON (2-1/2"x0.131"); OR 4-8d BOX (2-1/2"xO.113"); OR APPLICATIONS ALSO) 10d BOX (3"xO.128"); OR b" O.G. TOE NAIL QO 1,- v °' 0 o O 3-8d COMMON (2-1/2"xO.131"); OR 3"xO.131" NAILS U. v - w �- w o v O w 2 2 GEILING JOIST TO TOP PLATE PER JOIST, TOE NAIL o _ > O w U w U -I �. 3-I0d BOX (3 x0.128 ); OR 3-8d BOX (2-I/2"x0.113"); OR w o w E- o a I, 3-3"xO.131" NAILS I"xb" SUBFLOOR OR LESS TO EACH 2-8d COMMON (2-1/2"xO.131"); OR a z _ } m O T � o 25 „ „ FACE NAIL a �- U- W5zEW1- O � � G T NOT TT T JOIST 3-IOd BOX (3xO.128 ); OR wvOwmaO °- zxzv 4-IOdBOX (2-1/2xO.128 ); OR Mw � aaWMwwF- ww PARALLEL RAFTER, LAPS OVER 2 STAPLES, I GROWN, 16 a., 1-3/4 LONG a -' z O w p a W g cn ►- 3 3-Ibd COMMON (3-1/2 xO.162 ); OR FACE NAIL O w W W � z - PARTITIONS (SEE SECTION R&02.4.2. 4-3"x0.131" NAILS FLOOR z_ a m w OJ w � O w c� OC) � O AND TABLE R802.5.2) O � xmgc� zoEzQ JOISTGEILING ATTACHED T � U_ wwOCnm_ w PARALLEL RAFTER (HEEL JOINT) (SEE 3-16d BOX (3-1/2"xO.135"); OR 9 m z o o 0 o ''_ x x r 4 TABLE R&02.5.2 FACE NAIL 24 2 5UBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL o w - z cn z m g 1.- O - SECTION R&02.5.2 AND TABLE 2-16d COMMON (3-1/2 xO.1(92 ) Co W N a O 2 N J o a R802.5.2) 2 PLANKS (PLANK � BEAM-FLOOR 4 3-I6d BOX (3-1/2 xO.135 ); OR AT EACH BEARING, FACE F" x - x - x Q COLLAR TIE TO RAFTERM FACE NAIL 4-I0d BOX (3"xO.128"); OR 25 FLOOR) 2-I6d COMMON (3-1/2"x0.162") NAIL ~ ~ ~ 5 OR 1-1/4"x20 GA RIDGE STRAP TO 3-I6d COMMON (3"xO.14811); OR FACE NAIL EACH RAFTER RAFTER 4-3"xO.131" NAILS 3-I6d BOX (3-1/2"xO.162") 1 26 BAND OR RIM JOIST TO JOIST 4-10 BOX (3"xO.128"), OR AT EACH BEARING, FACE o N 3-I6d BOX (3-1/2"xO.135"); OR 2 TOE NAILS ON ONE SIDE 4-3"xO.131" NAILS; OR NAIL N ti 3-10d COMMON NAILS (3"xO.148"); OR AND I TOE NAIL ON 4-3"A4 GA. STAPLES, 7/16" GROWN 1 o 6 RAFTER OR ROOF TRUSS TO PLATE OPPOSITE SIDE OF EACH N , NN1 V 4-10d BOX (3"xO.128"); OR NAIL EACH LATER AS y �' N � d 4-3"x0.131" NAILS RAFTER OR TRUSS 20d COMMON (4"xO.lg2"); OR FOLLOWS: 32" O.G. AT TO w z ^ Q 4-I6d BOX (3-1/2"xO.135"); OR AND BOTTOM STAGGERED a 0 N N p 3-I0d COMMON NAILS (3"x0.148"); OR TOE NAIL BUILT-UP GIRDERS AND BEAMS, 0 Ix 4-I0d BOX (3"xO.128"); OR 2-7 IOd BOX (3"x0.128"); OR 24" O.G. FACE NAIL AT O I� M M 2-INGH LUMBER LAYERS 3"xO.131" NAILS TOP AND BOTTOM ON W w L ROOF RAFTERS TO RIDGE, VALLEY 4-3"x0.131" NAILS OPPOSITE SIDES -1 I- a LC .2 7 OR HIP RAFTERS OR ROOF RAFTER IX a m TO MINIMUM 2 RIDGE BEAM 3-I6d BOX (3-1/2"xO.135"); OR AND: a 5 f- 2-I6d COMMON NAILS (3-1/2"xO.162"); OR 2-20d COMMON (4"xO.ig211); OR FACE NAIL AT ENDS AND c N 3-I0d BOX (3"xO.128"); OR END NAIL 3-I0d BOX (3"xO.128"); OR AT EACH SPLICE 3-3"xO.131" NAILS 3-3"xO.131" NAI LES 4-I6d BOX (3-1/2"xO.135"); OR WALL 28 BUILT-UP GIRDERS AND BEAMS, 3-I6d COMMON (3-1/2"xO.128")L OR AT EACH J015T OR 2-INGH LUMBER LAYERS 4-I(od BOX )3"xO.128"); OR RAFTER, FACE NAIL 16d BOX (3-1/2"xO.1629 24" O.G. FACE NAIL 4-3"xO.131" NAILS O V 8 STUD TO STUD (NOT BRACED WALL B OR 2-8d J D' 2-IOd BOX (3"x0.128"), PANELS) IOd BOX (3"xO.128"); OR 16" O.G. FACE NAIL 2g BRIDGING OR BLOCKING TO JOIST COMMON (2-1/2"xO.131"; OR 2-3"xO.131") EACH END, TOE NAIL 3"xO.131" NAILS TABLE R301 .7 NAILS I6d BOX (3-1/2xO.135 ), OR 24 O.G. FACE NAIL A U ALLOWABLE DEFLECTION OF STUD TO STUD (NOT BRACED WALL 3"xO.131" NAILS apa SPACE OF FASTENERS cn W STRUCTURAL MEMBERSb'° q PANELS) I6d COMMON (3-I/2"x0.162") 16" O.G. FAGS NAIL ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER INTERMEDIATE EDGES h 5�UPPORTS`, STRUCTURAL MEMBER ALLOWABLE INGHES) DEFLECTION I6d COMMON (3-1/2"xO.162") 16" O.G. EACH EDGE FACE (INCHES) ® U BUILT-UP HEADER (2" TO 2" HEADER NAIL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FTAMING RAFTERS HAVING SLOPES GREATER THAN IO WITH 1/2" SPACER „ 16" O.G. EACH EDGE FACE AND PARTICLEBOAD WALL SHEATHING TO FRAMING 'cC TABLE R301 .5 I6d BOX (3-I/2 x0.135 ) NAIL bd GOMMIN (2 xO.113 ) NAIL 3:12 WITH FINISHED CEILING NOT L/180 �� MINIMUM UNIFORMLY ATTACHED TO RAFTERS 5-8d BOX (2-1/2"xO.113"); OR (5UBFLOOR, WALL)' DISTUBUTED LIVE LOADS 30 3/8"-1/2" 8d COMMON (2-1/2"xO.131") NAIL 6 12f 8 INTERIOR WALLS AND PARTITIONS H/10 II CONTINUOUS HEADER TO STUD 4-8d COMMON (2-I/2 x0.131 ); OR TOE NAIL (IN POUNDS PER SQUARE FOOT) FLOORS 1-/360 4-10d BOX (3"xO.128") ROOF; OR RSR-OI 2-3/8"x0.113") NAIL (ROOF)' }; USE LIVE LOAD I6d COMMON (3-1/2"xO.162") 16" O.G. FACE NAIL CEILINGS WITH BRITTLE FINISHES 8d COMMON NAILS (2-1/2"xO.131"); OR F Z UNINHABITABLE ATTIG5b 10 (INCLUDING PLASTER AND 5T000O L/360 12 TOP PLATE TO TOP PLATE „ 31 Iq/16"-i" " 6 12 WITHOUT STORAGE 12 O.G. FAGS NAIL IOd BOX 3 x0.128 , OR RSR-OI 2-I/2 x0.131 ) DEFORMED NAIL 3"x0.131" NAILS UNINHABITABLE ATTICS WITHbg 20 CEILINGS WITH FLEXIBLE FINISHES 32 I-I/8"-1-1/4" IOd COMMON (3"x0.148") NAIL; OR�: 6 12 LIMITED STORAGE L/240 8d (2-1/2 xO.131 ) DEFORMED NAIL COY (INCLUDING GYPSUM BOARD) 8-I6d COMMON (3-I/2"x0.162"); OR FAGS NAIL ON EACH SIDE O HABITABLE ATTICS AND ATTICS 30 ALL OTHER STRUCTURAL MEMBERS L/240 13 DOUBLE TOP PLATE SPLICE 12-I6d BOX (3-1/2"xO.155"); OR F END JOINT (MINIMUM 24' OTHER WALL SHEATHINGg N SERVED WITH FIXED STAIRS 12-I0d BOX (3"xO.128"); OR LAP 5PLIGE LENGTH EACH W BALCONIES (EXTERIOR) AND DEGK5e 40 ° 12-3"xO.131" NAILS SIDE OF END JOINT) 1-1/2" GALVANIZED ROOFING NAIL 7/16" EXTERIOR WALLS - WIND LOADS WITH I/2" STRUCTURAL CELLULOSIC ' PLASTER OR STUGGO FINISH H/360 33 FIBERBOARD SHEATHING HEAD DIAMETER, FOR I-I" G LONG 16 GA. 3 6 J O FIRE ESCAPES 40 STAPLE WITH 7/I6 OR I GROWN OMMON (3-I/2"x0.162") I6" O.G. FAGS NAIL (� a h a 1-3/4"GALVANIZED ROOFING NAIL 7/16" BOTTOM PLATE TO JOIST RIM JOISTS, Ibd G LL GUARDS ANID HANDRAILS 200 EXTERIOR WALLS - WIND LOADS WITH 14 BAND JOIST OR BLOCKING (NOT AT „ 25/32" STRUCTURAL CELLULOSIC „ (� H/240 I6d BOX (3-I/2 x0.135 ); OR 34 HEAD DIAMETER OR I-I/2 x LONG 16 GA. 3 OTHER BRITTLE FINISHES BRACED WALL PANELS) 12 O.G. FACE NAIL FIBERBOARD SHEATHING 6 2 z GUARD IN-FILL GOMPONENT5 f 50h 3"xO.131" NAILS STAPLE WITH 7/16" OR I" GROWN tu EXTERIOR WALLS - WIND LOADe WITH " I-I/2" GALVANIZED ROOFING NAIL; v a,L PASSENGER VEHICLE GARAGES" SOQ a BOTTOM PLATE TO JOIST, RIM JOIST, 3-I6d BOX (3-I/2 x ); OR 3 EACH I6 O.G.FAGE NAIL a I ' FLEXIBLE FINISHES H/120 15 BAND JOIST OR BLOCKING (AT 2-I6d COMMON (3-1/2"xO.162"); OR 2 EACH 16" O.G. FACE NAIL35 1/2" GYPSUM SHEATHING STAPLE GALVANIZED, 1-1/2" LONG; 7 -7 � W 1 L_ ROOMS OTHER THAN SLEEPING ROOMS 40 BRACED WALL PANEL) 4-3"xO.131" NAILS 4 EACH 16" O.G. FACE NAIL1-5/8 SCREWS, TYPE W OR S (U z ll1 SLEEPING ROOMS 30 LINTELS SUPPORTING MASONRY VENEER I-5/4" GALVANIZED ROOFING NAIL; z U } LU WALLSe L/600 4-8d BOX (2-1/2"xO.113"); OR 36 5/5" GYPSUM SHEATHINGg STAPLE GALVANIZED, 1-5/5" LONG; 7 -7 _I z z J(n STAIRS 40 3-I6d BOX (3-1/2"xO.135"); OR 1-5/8" SCREWS, TYPE W OR 5 FOR SUBNOTE5 REFER TO THE 2020 RGNY5 FOR SUBNOTE5 REFER TO THE 2020 RGNYS, 4-8d COMMON (2-1/2"x.0.131"); OR TOE NAIL z Q �[ 4-IOd BOX (3"zO.128"); OR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENTTO FRAMING < V TABLE R301 .2(1) I6 TOP OR BOTTOM PLATE TO STUD 4-3"xO.131" NAILS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA bd DEFORMED (1/2"x 20") NAIL; OR to 3-I6d BOX (3-I/2"x0.135"); OR 37 3/4" AND LESS 6 12 W � WIND DESIGN SUBJECT TO DAMAGE FROM 2-I6d COMMON (3-I/2"x0.162"); OR ad COMMON (2-I/2"x0.131") NAIL � m T" GROUND SEISMIC WINTER ICE FLOOD AIR MEAN 3-10d BOX (3"x.0.128")• OR END NAIL ad DEFORMED (2-1/2"xO.131") NAIL; OR a O OG SPECIAL WIND-BORN8d COMMON (2-1/2 xO.120 ) NAIL SNOW SPEED DESIGN a FROST LINE DESIGN BARRIER 9 FREEZING ANNUAL „ 38 7/8"-I" „ (� a e HAZARDS I 3-3 x0.131 NAILS 12 < (/� LOAD FtAPHIC k WIND I DEBRIS CATEGORY WEATHERING b TERMITE TEMP REQUIRED INDEX TEMPS IOd DEFORMED (3"x0.148") NAIL OR (MPH) FF T REGION ON m DEPTH 3-Sd BOX (3"xO.128"); OR I MILE GALL TOP PLATES, LAPS AT CORNERS AND „ 3g I-I/8"-I-I/4" 6 lU ,J 17 2-Ibd COMMON (3-I/2 x0.162 ); OR FACE NAIL 8d COMMON (2-1/2"xO.120") NAIL 12 Q y INTERSECTIONS 3-3 x0.131 NAILS W FROM BOF 3 FT. MODERATE SEE PLANS �� 20 psf 130 VULT NO NO B SEVERE YES Sgg 51 ,a m COAST BFG TO HEAVY BELOW XAMINER FOR 51: 1 INCH = 25AMM I FOOR = 304.8MM I MILE PER HOUR = 0.448 M/5• I KSI = 6.8g5 MPA. .a 3-8d BOX (2-1/2"xO.113")• OR v AND FI OFFICE a. NAILS ARE SMOOTH-GOMMON BOX OR DEFORMED 5HANK5 EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING 2-8d COMMON (2-1/2"xO.131"); OR Q MANUAL J DESIGN CRITERIA 18 I BRACE TO EACH STUD AND PLATE 2-I0d BOX (3"xO.128"); OR FACE NAIL AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK INDOOR DESIGN HEATING DIAMETER OF O.Ig2 INCH (200 COMMON NAIL) qO KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER E V WINTER SUMMER ALTITUDE 2 STAPLES 1-5/4" M LATITUDE DESIGN TEMPERATURE TEMPERATURE THAN 0.M INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. z ELEVATION HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE 3-8d BOX (2-1/2"xO.113"); OR b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INGH ON DIAMETER GROWN WIDTH. ° ° ° ° ° ° 2-8d COMMON (2-1/2"xO.131"); OR c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INGHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR c 105 FT 41 N IS F 86 F 1.00 70 F 75 F 55 F ICI I xb SHEATHING TO EACH BEARING 2-IOd BOX (3"x0.128"); OR FACE NAIL GREATER. COOLING WIND WIND a COINCIDENT WINTER SUMMER 2 STAPLES, I" GROWN, I6 a., 1-5/4" LONG d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. o TEMPERATURE VELOCI VELOCITY DAILY RANGE 3-8d BOX (2-1/2"x0.113")• OR e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). DIFFERENCE HEATING COOLING WET BULB HUMIDITY HUMIDITY 2-8d COMMON (2-1/2"xO.131"); OR f. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE Date Revision Issue II°F IS MPH 7.5 MPH 72°F MEDIUM (M 40go 32 OR � 509b RH FOR 51: 1 POUND PER SQUARE FG)OR=0.049TkPo,I MILE PER HOUR=0.44'Im/s 2-10d BOX (3"xO.128"); OR SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPAGED AT 6 INCHES ON CENTER WHERE THE 9/16/22 155UED FOR PERMIT FOR SU13NOTE-5 REFER TO THE 2020 RGNY5 3 STAPLES, I" GROWN, 16 a., 1-3/4" LONG ULTIMATE DESIGN WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE Q TABLE R402.2 1"x8" WIDER SHEATHING TO EACH DESIGN WIND SPEED IS 150 MPH OR GREATER BUT LESS THAN 140 MPH. 11/10/22 REV I AS PER OWNER 5 20 BEARING WIDER THAN I FAGS NAIL m MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 4-8d BOX (2-I/2/2"x0.1i3" GYPSUM SHEATHING SHALL CONFORM TO ASTM G15% AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.); OR g' 6ENERAL NOTES 3-8d COMMON (2-I/2"x0.131"); OR FIBERBOARD SHEATHING SHALL CONFORM TO ASTM G20&. ° MINIMUM SPECIFIED COMPRESSIVE STRENGTH"(F'c) h. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING "o 3-IOd BOX (3"x0.128"); OR MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING " TYPE OR LOCATIONS OF WEATHERING POTENTIAL b la THE MECHANICAL SYSTEM SHALL 4 STAAPLES, I" GROWN, I6 a., I-3/4" LONG � CONCRETE CONSTRUCTION BE INSTALLED IN ACCORDANCE 9 PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLQGKING OF Drawn By: NEGLIGIBLE MODERATE SEVERE WITH CHAPTERS 12-24 OF THE ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT D$ 2020 RGNYS. 6) IN ACCORDANCE WITH SECTION R807.1, BUILDINGS WITH AS REQUIRED BY OTHER PROVISIONS OF TH15 CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2 500 2,500` COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL SOLID BLOCKING. CONCRETE NOT EXPOSED TO THE WEATHER 2J THE PLUMBING SYSTEM SHALL BE HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT 1. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, Project# INSTALLED IN ACCORDANCE WITH HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN LL BASEMENT SLABS AND INTERIOR SLABS ON 2,500 2,500 2,500` CHAPTERS 25-33 OF THE 2020 GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. 20-OQ7 GRADE, EXCEPT GARAGE FLOOR SLABS LONY5, FEET (2.8 M2). THE ROUGH-FRAMED OPENING SHALL NOT J. RSRS-OI IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN A5TM 1`1667. BE LESS THAN 22"X30" AND SHALL BE LOCATED IN A Scale BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR HALLWAY OR OTHER LOCATION WITH READY ACCESS. g) INSULATION MATERIALS SHALL EXHIBIT A FLAME z� WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 3,000a 3J ELECTRICAL EQUIPMENT AND WIRING SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- ,AS NOTED EXPOSED TO WEATHER SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 34-43 OF THE 2020 7) IN ALL WALL, FLOOR AND ROOF/GEILING DEVELOPED INDEX NOT TO EXCEED 450 WHERE ASSEMBLIES IN THE BUILDING THERMAL ENVEILOPE TESTED IN ACCORDANCE WITH ASTM E84 OR UL Date PORCHES, CARPORT SLABS AND STEPS EXPOSED 2,500 3,000ae� 3,SOOae'F5' 723 IN ACCORDANCE WITH SECTION R302.10. 12J IN ACCORDANCE WITH SECTION R31q, APPROVED TO THE WEATHER, SHALL COMPLY WITH THE VAPOR RETARDER NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR AND GARAGE FLGOR SLABS 5/3I/22 4) ALL &LAZING IS TO COMPLY WITH SECTION R308. REQUIREMENTS OF SECTION R702:1. IOJ INTERIOR WALL COVERING SHALL BE INSTALLED IN ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE FOR Sh I POUND PER SQUARE INCH = bests kPo PLAINLY V151BLE AND LEGIBLE FROM THE STREET ACCORDANCE WITH SECTION R702 AND EXTERIOR A.AT 2b DAYS PSI. 5) IN ACCORDANCE WITH SECTIONS R303.7 AND R303.8 8J WALL AND CEILING FINISHES SHALL HAVE A FLAME OR ROAD FRONTING THE PROPERTY. Sheet# B.SEE TABLE R30120N FOR 111EATHERING POTENTIAL. EXTERIOR STAIRWAYS SHALL BE SPREAD GLA551FIGATION OF NOT GREATER THAN WALL COVERING SHALL BE INSTALLED IN ACCORDANCE G.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING ALL INTERIOR AND CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN WITH SECTION R 04L AGC.ORDANCE WITH FOOTNOTE D. PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, 200 AND ASMOKE-DEVELOPED INDEX OF NOT 13) STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN INCLUDING LANDINGS AND TREADS. GREATER THAN 450 IN ACCORDANCE WITH SECTION WITH SECTION R3113 AND HANDRAILS SHALL BE h C3 1 PERCENT. IIJ ASPHALT 5HINGLE5 SHALL BE INSTALLED IN E.SEE SECTION R4022 FOR MAXIMUM CEMENTITIOU5 MATERIAL CONTENT. R302.g. ACCORDANCE WITH 5EGTION RgO5.2. PROVIDED IN ACCORDANCE WITH SECTION R311:1.8. F.FOR GARAGE FLOORS WITH P:STEEL TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LE55 THAN 3 PERCENT 15 PERMITTED IF THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE 15 INCREASED TO NOT LESS THAN 4000 PSI. m K O " O L U L NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H. GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (SEE FLOOR PLANS FOR LOCATIONS) Al ao Z NOTE: RIDGE ALL STRAPPING TO BE 11/4"X20 GAUGE STEEL OR BOARD SECOND FLOOR ATTACHMENT SNO ABLE R301.2(U SHT. N-I, TYPICAL TYPICAL W o S? .t go 0 'SIMP5ON' EQUIVALENT - G520 (COILED STRAP) SPACING CORNERS (� 'f' ALL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON WALL STUDS ROOF (REQUIRED FOR ALL NEW CONSTRUCTION FOR WIND SPEED asy0, (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. �� RAFTER AND SECOND FLOOR ADDITIONS) 25" (8' END ZONE) 6" MIN. s/�� 5PECIFIGATIONS) ALL STRAPPING TO BE SPACED AT I6 O.G. qIF 30" (INTERIOR ZONE) 12" MAX. ALL CONNECTORS IN CONTACT W/ P.T. WOOD SHALL BE FINISHED IN 'ZMAX POT HOT-DP GALVANIZED OR STAINLESS STEEL — - - - - - - �COLLAR TIE 32" O.G. MAX. 0 c ci WHEN RIDGE IS STRAPPED. O z X m W w a �- ' o L - - - - - - < o � � o t - AT RAFTER TO RIDGE CONNECTION G.T. @16" O.G. WHEN NO "SIMPSON" HHDQII-SD52.5 OR W v > W v w • v = x FOR RIDGE STRAP - 3-Sd COMMON NAILS OR STRAPPING 15 USED. "SIMPSON" 1100B-5053 2-16d COMMON ° a ? W _ n m o o 3-I0d BOX NAILS IN EA. N W ~ I- o a ~ 0 END OF STRAP. PLAN W L)0 U1 00 UaJ NAILS o 6 O.G. FOR FULL LENGTH m W F- m a W W W W L- W W FOR ALT. COLLAR TIE - 10-I0d COMMON NAILS OR ROOF BLOCKING OF STUD (six 2W Ix x o W : z 5-12d BOX NAILS IN EA. RAFTER @ ENDWALL a o W - O O o O E . § 2mxm2p atza END. f; � t- F- W W O m T W - - - -�J Ii 3" SO. x 1/4" WASHERS z � oazQa ? � � ~ � � o � 4 END NUT SETUP � p O W a n U_ 0 a � GEILING _ ua ~ x � = Z = Jo DOUBLE SILL PLATE ON r ::::�* JOIST COPPER TERMITE SHIELD w AT RAFTF"R TO TOP PLATE "51MP50N" HHDQII-5052.5 OR w/ SILL INSULATION TO STUD CONNECTION "SIMPSON" HD05-5053 N 5/8" DIA. ANCHOR N ,i; 1-1/4"x20 GA. cv BOLTS (TYP) E HS BY "51MP.30N COMMON NAILS STL. STRAP OR AT EA. END OF STRAP SIMPSON GS-20 oe ALL STRAPPING ANCHORS HOLD DOWNS FIRST FLOOR ATTACHMENT POURED CONCRETE N >: c ti s AT E ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION FOUNDATION WALL '. � Z a MANUFACTURES SPECIFICATIONS. AND FIRST FLOOR ADDITIONS) Ns . Q W N N mo OW I— Wmc�c � SECTION J W a o IL m NOTE: - z_ "51MP50N" HH0011-5052.5 NOTE: J N (2-STY. STRUCTURES) OR 1) USE wall DIA. ANCHOR BOLTS W/ MINIMUM 7" EMBEDMENT INTO o C0 FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR 'SIMPSON" HDQ8-SD53 2-16d COMMON CONCRETE W/ 3" SQUARE x 1/4" WASHERS AND END NUT SETUP. `o J015T TO HEADER CONNECTIONS PROVIDE 'SIMPSON" SHOE PL. (I-STY. STRUCTURES ONLY) NAILS @ 6" O.G. 2) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED "L551)210" ADJUSTABLE HANGER. SUBFLR. FOR FULL LENGTH BY HOLD DOWNS FOR SHEARWALLS. W BLOCKING OF STUD 5) ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MINIMUM TO ENDWALL ii 12 MAXIMUM FROM ENDS AND CORNERS. O U AT STUD 'TO FLOOR ASSEMBLY RIM JOIST FLOOR " JOIST TO STUD CONNECTION ; ! J A (ONLY APPLICABLE FOR TWO-STORY TOP PL. CONFIGURATIONS) H ° SPLICING OF TOP PLATE FOR STRAP •- 4-Sd COMMON NAILS °� �. "`II � •` ° Q �} AT EACH END OF STRAP "SIMPSON" cV ° a ° (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) MTS 16 — ° 7/8" DIA. THREADED ROD (I" DIA. FOR HHDQII) FOR ALTERNATE - 14-I0d NAILS AT EA. STRAP, ,� � . ° •- 'SIMPSON" M'17S 16 AS PER MANUF'R5 REO'T5. EMBEDDED 12-I/2 INTO CONCRETE w/ sl FOR TOP PLATE SPLICE TOP PLATE SPLICE (TWO STRAPS TOTAL) ET (HIGH STRENGTH EPDXY ADHESIVE) FOR (MEETS OR EXCEEDS UPLIFT I-1/4"x20 GA. TEMPERATURES (O DEG. TO 40 DEG F) USE REQUIREMENTS REQUIREMENTS O U STL. STRAP OR 'SIMP50N' AT (HIGH STRENGTH ACRYLIC ADHESIVE) ONE STORY SLAB ON GRADE ALL OTHER CASES FOR SECOND - STRAPPING TO OVERLAP "SIMPSON" GS-20 FLR. ADDITIONS FIRST 4 SECOND FLOOR - z BUILDING MINIMUMI BUILDING MINIMUMAI 2 STUDS BY MIN. 12" N DIMENSION (FT.) SPLICE LENGTH DIMENSION (FT.) SPLICE LENGTH SHOE PL. 12'-O" 3'-0" 12'-0" 2'-0" NOTE: SUBFLR. 16'-o" 4'-0" 16'-O" ALL CLIPS 4 STRAPS CAN BE MOUNTED RIM JOIST FLOOR 20'-O" 5'-0" 20'-O" 4'-0" FROM EITHER;: ALL EXTERIOR OR ALL JOIST NOTE: TYPICAL EXTERIOR WALL GON5T. 11 INTERIOR, BUT NOT A COMBINATION OF BOTH. STUDS 0) WALL TO SEE FLOOR PLANS 24 -O,� 6-O 24 -O 4-O SILL PL. ALIGN w/ F.J. 3/4" SUB FLOOR GLUED NAILED 28'-OTT7'-O" 28'-O" 5'-0" AT STUD 'TO FLOOR ASSEMBLY 2x FL. JTs SEE PLANS TO SILL PLATE CONNECTION INSUL. AS PER PLANS (01-011 32'-o" 8'-0" 32'-o" -71 A. . 36 O q-O 36 O -011 FOR STRAP - 4-8d COMMON NAILS 5TRAPPING: 40'-O" I I'-O" 40'-O" AT EACH END OF STRAP SO'-O" 13'-O" SOT.O" 10'-O" WRAP STRAPPING UNDER SIL PLATE 1 ° 4-IOd COMMON NAILS a ® EA. END OF STRAP 60'-0" I6'-O" 60'-O" 12'-0" J d 70'-0" 1,1'-0" 70'-O" 14'-0" I-I/4"x20 GA. _ SOFFIT MATERIAL AS PER ELEVATIONS W IW 12 80'-0" 22'-O" 80'-O" 16'-O" ftll STL. STRAP OR MIN. Z "SIMPSON" G5-20 - z STRAPPING: Q V TOP PLATE AT STUD TO FLOOR ASSEMBLY N 4-I0d COMMON NAILS @ EA. END OF STRAP v }- OR MT512 CONNECTOR BY "51MP5ON" SPLICE LENGTH N w < Z TO SILL PLATE CONNECTION IJ TABULATED SPLICE LENGTHS TOP NAILED AS PER MANUF'RS REQ'TS. PLATE-TO-TOP PLATE CONNECTIONTION USING 2-Ibd NAILS ` (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL Q TYPICAL EXTERIOR WALL GON5T. SPACING SHALL BE REDUCED IN ORDER TO PROVIDE FOR STRAP •- 4-8d COMMON NAI SEE FLOOR PLANS AN EQUIVALENT NUMBER OF NAILS. U) M AT EACH END OF STRAP °• a ° 2)TABULATED SPLICE LENGTHS A55UME A MEAN ROOF r1� f,/�J WRAP STRAPPING UNDER SIL PLATE 4 °' HEIGHT OF 33 FEET.FOR MEAN ROOF HEIGHTS OF 15 Z • FEET OR LESS,THE TABULATED VALUES SHALL BE r PERMITTED TO BE MULTIPLED BY 0.&0. OL CANTILEVER DETAIL (TYP) N `a e i IJ in Ld END VIEW SECTION 16- a m NAILING & STRAPPING AT 4 U FLOOR & ROOF INSTALL #lOx2 OF BMIN. FOMEAM TO GE�TERM EXTERIOR WINDOW I DOOR HEADERS PLYWOOD'LENGTH STRONG-DRIVEO SD WEST FASTENER (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 3 DIAPHRAGM BRACING 5GREWS TO SIDE OF OF LO o16- (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) THE BEAM SHOWN NAILING SCHEDULE 'B' ' (2018 W.F.C.M.) RATIO LIMITS = H/L <_3 1/2 BEAM AND ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS A PLYWOOD NOT SHOWN Date Revision/Issue RIDGE D�ILUMN GNERY FOR CLARITY a NOTATION q/lb/22 ISSUED FOR PERMIT � (GOORD. WROUGH A B C D E F SOLID BLOCKING 11/10/22 REV I AS PER OWNER $ FLOOR PLANS) OPENING SEAMS o BLOCKING 2 BAYS • 2'-O" 2 (I) 2x4 I I I I — BACK @ 48" o.C. MINIMUM 3 Y4" D '°` --- -- --- IN INSIDE COLUMN 4'-O" 4 (1) 2x4 2 2 2 2 I ° ATTIC < DIAMETER -4 i II X 6'-O" 6 (2) 2x4 OR (1) 2x6 3 3 3 3 < Drawn By: z 8'-O" 8 (2) 2x4 OR (1) 2x6 5 3 3 3 E g PLYWOOD SHEATHING DB w C (SEE NAILING 5GHEDULE) ; CM5T STRAP i o'-o" 10 (2) 2x6 4 4 4 4 lf'�" MIN. I i I I I I Project# � HD3B HOLDOWN ® i 2'-O" 12 (2) 2x6 5 5 5 5 20-01-1 MINIMUM EDGE NOTATIONS: HOLD DOWN SEE FIRST SECOND FL. DISTANCE TO ANCHOR, A DETAILS THIS SHEET AS PER MANUFACTURER A. NUMBER OF 8d NAILS AT EA. END OF STRAPPING Scale e. NUMBER OF SILL STUDS ON FLAT (DOES NOT APPLY TO F AS NOTED z' DOORS) ° ° C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF a ., o HEADER NOTE: Date MIN. EDGE DISTANCE TO BLOGKINO 2 BAYS o I. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, S/3I/22 s BACK @ 45" o.c. ANCHOR, AS PER D. NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. MANUFACTURER KING STUD TO END OF HEADER AT EACH SIDE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. EXCEPTION: E. NUMBER OF JACK STUDS AT EACH END OF HEADERS 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD Sheet# WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE (ASSUME DOUBLE HEADERS) NOTE: PATH. THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED,BLOCKING IS NOT REQUIRED. HOLLOW COLUMN DETAIL F. NUMBER OF I(qd NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE I I/4"X20 GAUGE JACK STUDS TO END OF SILLS) AT EACH SIDE (DOES NOT STEEL OR 'SIMPSON' EQUIVALENT SHEARWALL SSG. DETAIL (TYP) APPLY TO DOORS 0520 (COILED STRAP) 0 n O 's U L THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING ACT , JOIST DETAILS Plate nail-16d(0.135"x 3Y 1Y"round holes may") Load bearing or bracedlshear wall y be �� above(must stack over wall below) Load bearing or braced/shear wall above cut anywhere in web at 12"on-center 9 Plate nail,16d 0.135"x 3 X Plate nail,16d(0.135 x 3 y") 7 " Blockin anel:1Y"TJ®Rim Board, R outside of hatched zone if ( When sheathing thickness exceeds/, 2x_stud wall at Floor panel nail- g p ® (must stack over wall below when present) u ALLOWABLE HOLES - TJ P J Olsts at 16"on-center at 16"on-center 1y"or 1Y"TimberStrand LSL or No load bearing they are located 3"away Q Z w Blockilrig panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y2')at 6"on-center ®. horizontally Q t 1Y"TJ`�Rim Board,1Y4"or Web stiffener Plate nail-16d(n.135"x 3Y") TJI oast. wall above Blockin anel: Min.distance from Table A Min.distance from Table B g ) om a o r a Mo LL g p (edge-to-ed e fr 1y"TimberStrand®LSL or required on both * Web stiffeners required on 2x4 minimum Web stiffeners 1Y"TJ®Rim Board, DO NOT larger hole. S O at 16"on-center cut or notch flange. 6 TJI®joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1Y"or 1Y"TimberStrand®LSL Floor panel nail- 8d(0.131"x 24")at 6"on-center* boundary nails, at B3W ONLY or TJI®joist 8d(0.131"x 2Y") 1y"or 1 y" O Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® Ys Web stiffeners W 6" �� nail each side at A3_W LSL rim board. B1 B1 W required on both •" Toe nail-10d(0.131" O O sides of both joist 6^ L, 2 x D1 D, Closely grouped round L2 2 x Lz D2 6" 6" •1 Toe nail, Toe nail, ® x 3")at 6"on-center ends at B4W ONLY No field cut minimu P minimum No field cut Do not cut c V - 1Y"TJ Rim Board, When sheathing holes are permitted if 10d(0.131"x 3") 10d(0.131 x 3") A3.1/A3.1 W only) thickness exceeds%", 12„ Web stiffeners re uired DO NOT notes in (applies to all holes the group perimeter holes in holes larger ". Z at 6"on center at 6"on-center ( Y) ® min. q nd of joists at hatched meets re uirements for hatched +�• IX W W d LL ``) O 1)a"or 1 y"TimberStrand LSL. trim sheathing tongue on both sides at B1 W cut holes in cantilever except knockouts) g than 1/ 1n O F- L) O W W Web stiffener TJI rim joist at rim board centerline zones round or square holes. zones cantilever W ' U O Toe nail-10d(n.131"x 3") and 62W ONLY reinforcement. q LL •Z - F- required on both Must have 1%"minimum Install proper of support ort Table A - End Support W o w O w � � Q LL at 6"on-center p per blocking to Blocking panels may be required � Z CO ~ >- 00 O N O sides at Al W ONLY joist bearing at ends.Attach 1+c support all panel edges 62 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Q - _ Al Al W* O A2W 1k j p g A3 A3.1 A3.2 A3.3 pP P g walls above or below-see detail B1 63 B3W se TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE w U O LL w W Q O= a Z 2 1.- rim V oast per A3 detail. below-see detail 61 JOIST W G. W DEPTH H W *For additional installation specifications see Rim Board Details and Installation in (A,3)W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4* 2" 3^ a" s sJ4" �^ a;�" 11~ 13' 2" 3^ a" 5' sJ4" 7" 8�^ 11' 13^ a ' Z O Q 0 IL � W � � O O Nail through 2x cantilever,wood backer and O W W Lu O a Z - y 9 O O O Details and Installation in We erhaeuser Installation Guide ® ®. 110 1'-0• 1'-0^ 2'-0" 3'-0" s'-o" 1'-o" 1-s^ 2'-s^ 3'6" a-s" 0 Z N O V in O = Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. W W W y 1Y"TJ°Rim Board or 1Y"or")n TimberStrand BlockingTJI Joist web with 2 rows 10d(0.148"x 3") 9X" 210 1'-0• 1'-6" T-6^ T-O" F-6" 1'-0^ 2'-0^ 2'-6^ 4'-0" 5'-0" Z o- W O Z - W V W for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinche. 230 1'-6* z'-o" 2'-6" 3'-6" 5'-6" 1'-0. 2'-0" T-0" 4'-6" 5'-0" U = m g V Z G H Z Q top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3y")nails with 3Y"TJI 360 V-6" 2'-0" T-O" 4'-0" 6'-0" 1'-6" T-6• T-6" T-O" F-6" LL f- H " W W O to m W connections equivalent to floor panel schedule. joist flange widths. 560 leis' z'-6" T-6" 5'-0• T-0" 2'-0* T-0• 4•-0" F-6" 6'-0* V C0 O 0 c) -1 HQ - = I- rein"length of TJI®joist 8"diameter maximum hole for 11 et - 1Y"TJ®Rim Board 1y"or 1y"TimberStrand® 210 1-0" 1-0• 2'-0^ 2 0" 3-0" 3 6" s-0" 1 0" 1 s" 2'-6- T-0^ 5'-0" s-6- s-0" v) (L Z Q < R IL W LL a reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d 0.131"x 3" nails, 11%- 230 1•-0" 1•-6" 2'-0" T-6" 3'-0" S-s" V-6- 1'-0• 2'-0" 2-6" 3'6^ 5'6" 5'-s^ 7'-0" _ •2 W t_A F O 3 4'-0"length of 8"diameter maximum hole for 11 a"- block.Use 4'-0"length maximum for blocking panels 9y" ( ) Attach reinforcement to joist %"reinforcement 16"deep blocking panels;6"diameter with 9Y"and 11V8"TJI® eep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2y") • 360 1'-6" 2'-0' 3'-0' 3'-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" 7'-G" I"• = N = ? = Q 8"diameter maximum hole for Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to 5so 1 s" z s" 3'-O" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" T-6" 4'-6" 5'-6" T-0" T-s" 8'-0" H t- F- on one side at E2, maximum for blocking panels 9yz" joists. 9 pp 110 r-0" r-0" r-0" r-0' r-6^ z'-0' T-0" 5'-0" r-0' r-0" r-s' 2'-0• T-6" 4'-0" s•-0• 8'-0" Web stiffeners 11 8"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2Y") Horizontal blocking uniform/ deep or shorter than 12' long. g Y 210 r-o" r-0^ r-0^ r-s^ r-o" 2'-6^ 3's" s'-0" r-0" r-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-s• 8'-6" LOad from above required on both 6"diameter maximum for ly8"TJ®Rim Board 1Y"or 1Y" nail at each corner J Do not cut flanges. panels between each loaded joists 1a~ z3o r-o" r-0" r-0" r-s• r-s" z'-s~ a•-0^ 7'-0" r-0• r-0" z'-o" T-0" 4'-0" 5'-0" 7'-0• s'-o" sides at E1 W ONLY blocking panels 9Y22"deep or TimberStrand®LSL.Nail with joist.Nail to top plate with " only. 360 1•-0• 1•-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0• s•-6" N shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of%" connections equivalent to Wood tk mod` 560 1'-0" 1'-0" 2'-0" 3'-0' 4'-6" 5'-0" 6'-0" 9'-0" 1'-6^ T-0" 4'-0' 5'-O" T-0" 7'-s" 9-0• 1o'-0^ N N y'6 Do not cut flanges. 1Y"TJ®Rim Board or 1Y"or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer -"\,--e� 0IC0 110 1'-0" 1'-0• 1-0" 1'-0^ 1'-0• 1'o" z'-0" 3'-0^ s'-o" 1'-0" 1'-0^ 1'0" 1's 3-0^ 3'-0^ s'-s" T-s^ 10 0^ TimberStrand®LSL.Nail with 10d one side at E5, 3 " des �a��`� aas 210 r-0• r-0" r-o" r-0" r-0" r-6' 2'-0" T-s' s'-o" r-0- r-0' r-0" 2'-0" 3'-0" 3'-s" s's• e'-o" 1r-o" T 0.131"x 3" nails,one each at Attach reinforcement to 12"length of/ 2i� exec c �0 1s" 23o r-0• r-0• r-0" r-0" r-6' r-6" T-0" 4'-0" T-0" r-0^ 1'-0" 1'-0" r-0" 3'6^ a'-0" r-o s'-0. ( ) both sides at E6 ty T top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side �� J1�'�o� 560 r-o" r-o r-o^ r-o" r-s" z'-s" a's^ s'-0^ 9'-0" r-0^ r-o' ' at ET both sides at E8 F 1 en9 l s6o r-0• r-0• r-0" r-0• r s^ 3'-0^ s-0^ 7's" 10'-0^ r-o^ 2'-0^ 3'-0" a's^ s'-s^ T-o" 10'-0" 1 r-0^ 12'-0^ N COt3 10d(0.148"x 3")nails at 6,, blocking between LU Z .. Attach reinforcement " on-center,clinched.Use 2 each joist 4" 6" 7~ 8^ 10" 12" 14/" 16y," 4" s" 7" 8" 10" 12" 14 4 1st;" > W ti ti m 2x4 minimum $ E7 E8 Less than 5" 3so r-o° r-o^ r-o^ r-0" a-o" s 6" s'-s" r-0^ 3'-0" a s s'-0" to-0" 1r-0' 13-s" Q (, cV (V to joist flange with +)' rows with 9y"and 11%" Less than 5" 18" t] squash blocks p" 8d(0.131"x 2y")nails at 6" a�`� TJI®joists. 5so r-o" r-0" r-0" r-0" 4'-s" 7'-0" 10'-6" 2'-0" 6-0" 61-6 81-0" 11'-0" 12'-0" 14•-0- Z � e- F'•' 1Y8"Tr Rim Board or v�1 on-center.When reinforcing E5 E6 /i Ga WEB STIFFENER ATTACHMENT 20" 360 1'-0• 1'-0' 1'-0" 1'-0" 2'-0' 4'-0" 7'-0" 10'-0' 1'-0" 1'-6' 3'-0 4'6' B'-0" 11'f" 13'-6" 15'-6" C M v) CS Use 2x4 minimum;squash blocks to 1Y"or 1y"TimberStrand°LSL. Face grain ai 8"minimum 560 1'-0" 1'-0 1'-0" 1'-0° 2'-0" 4'-6" 8'-s" 11'-0" 1•-0" 3'-s" T-0" T-0" 10'-6" 13'-0' 14•-6" 15'-6" d t1` both sides,stagger nails. 3 „ W W L transfer load around TJI®joist Nail with 1 nd(0.131"x 3") horizontal E4 Not for use with 3%"TJI® oist flange widths 1 r 2/ maximum J H li LL O E1 E1 W nails,one each at top and E2 E3 j g (1Y"for TJI® Nailing: Table B - Intermediate or Cantilever Support lY a. m Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort •Q - F- bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. (� -I Apply subfloor TJI®joist blocking with end JOIST TJR ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE p CO) Structural exterior sheathingdh y Web stiffener both sides. adhesive to all blocks installed at)a Joist-span DEPTH 2" 3" 4" 5" 6y" 7" 6%" 11" 13" 2" 3" 4* 5" 6y2" 7" 8r�" 11" 13" � Flush bearing plate required. Flashinglocations usingSee table below. *With point load from above,and no support Hanger height must ® contact surfaces below,install web stiffener tight to top flange 110 2'-0" 2'6" 3'-6" a'-s" 7'6" 1'6^ 2'6" 3'-s" 5'-6" 6'-6" Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Y"overhang two 8d(0.113"x 2y") M��Tight fit* 210 T-0- T-6• T-6" 5'-0" 8'-0^ 2'-0' T-0• 4'-0" 6'-0" T-6" be a minimum of 60% (gap at bottom flange) gJf,^ of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 2•-6• 3'-0• 4'-0" 5'-0" s'-0•' 2'-0" 3•-6" a'-s" s'-s" 7'-s" i*i o NailingRequirements Ind nails when possible. flange with face mount hangers). ledger spa 2y"screws, Depth Minimum Web q 3so 3'-0" 4'-0" 5'-6" 6'6" 9'-0" 3'-0" 4'-s" 5'-s^ 7'6" e'-o" Clinch nails when possible. o�s� �. TJIe Joist Series Number Nails 5so T-6- 5'-0• 6'-0" 7•-6" 10'-0- 4•-O• 5'-6" s'-s" 8'-0" 9'-0" p See fastener y'� a typical (in.) Stiffener Size Type 1Y"TJ®Rim Board or 1Y" �' ca`ca End Intermediate 110 r-0" r-0• r-s" r-s" a•-o^ a'-s^ a'-s" r-o" r-s^ r-s" a'-o" 7w" 7w" 9'-6" � U table below.Maintain „�„ 210 1'-0' 1'-0• 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0' 2"distance minimum from or 1y"TimberStrand® LSL. 110 All x 2%s (minimum) 21nAll �"X 2�s""' 8d 11x" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" Top mount edge of ledger to fastener. 230&360 All %"x 2%fie"' (0.113"x 2Y") 3 3 560 1'•6^ 3 0• a-6" s-0^ 8'-0^ 8's" 12'-0" X-O" 4'-6" 6'-0" 8-0^ 10-6" 111'-0• tr-0" hanger Option#2: M Fastener Allowable Loa diz lbs/bolt 2x strapping installed at Y 16d 110 r-0• 1 W" r-0" r-0• 2'-0• 2'-6" 4'-6" 8•-6• 1'-0• r-0" r-0" 2'-6° s-0" 6'-0" 9'-0' 12'-0' J L Face mount Backer block Y Through bolt joist-span locations using two 560 All 2x4'2' 210 r-0" 1'-0" r-0" r-0" 2'-6" T-0" 5'-6" 9'-6" r-0• r-0" 2'-0' T-6" 6•-0• T-0• 10'-0. IT-0" both sides of web Rim Board Material V.lag bolt Y"Through bolt with Air Space (0.135"x 3Y") 14" 230 r-0" r-0" r-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6' r-0" r-0" 2'-6^ 4'-0" 6'-6• 7•-s" 1 r-0" 13-s" 1..1 t , hanger 2Y"screws per joist,typical V with single TJI®joist 1y'TJ®Rim Board(3) 480 695 18" 4 4 360 r-0" r-0• 2'-0" T-6" s-6" 6'-0" 8'-6" 12'-6" r-0• 2'-0" 4'-0" 5'-0" 9'-0" 10'-0" 12'-0. 14'-0" 1 4•TimberStrand LSL 610 725 615(4) Option#3: 560D 20„ 2x4 16d 5 5 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" r-O' 10'-0" 11•-0" 13'-6" 15'-0' Vl Web stiffeners required if sides of With top mount hangers,backer block required only 1 2"TimberStrand®LSL 675 725 Directly applied ceiling 22"(3) (0.135"x 3y") 6 11 110 1'-0" 1•-0. T-W 1'-0" 1'-0" 1'-0" 2'-6" 5'-0• 81-6" 1'-0" 1'-0" 1'-0" 1'-0" T-6" 4-6" 8'-6" 11•-6^ 15'-0" vI H1 hanger do not laterally support at H2 H3 24"'3' 6 13 210 1'-0" 1,-0" v-0• 1'-0" 1'-0" 1'-0" T-6" 61-0" 10'-0" 1'-0" 1'-0" 1'-0" 1•-6" 4'-6" 5.6" 10'-0" 12'-6" 16'-0" i� least%"of TJI®joist top flange for downward loads exceeding 250 Ibs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout,one of VN 16" 230 1'-0" 1'-0" 1'-0" 1'-0^ 1'-6" 2'-0' 4'-0' 6'•6" 111-0" 1'-0" 1'-0" 1•-0" 2'-6" 5'-0" 6'-0" 10'6° 13'-6" 16's" O O conditions.For nailing requirements see page 5 TJ- O (2)Allowable load determined in accordance with ASTM D7672. (1)PS1 or PS2 sheathing,face grain vertical 3so r-0^ r r " r-" " a' " 1 ' " 1 '-^ r r a' " 7' " • 1 '-" 1a'-" 1T " 9 q p g " " O the bracing options above is required O -0 -0 0 3-0 -0 6 s 0-0 3 s -o -0 z-0 -0 -0 8 6 3 o s -0 , 9001, Weyerhaeuser installation Guide for Floor and O (3)1y TJ Rim Board is allowed with joist depths _16 only. (2)Construction grade or better 560 1'-0" 1'-0" 1•-0" 1'-0• 2'-6" T-6" 7'-0" 11'-0• 15-0" 1'-0' 1'1' 3•-6" 5•-6 9'-0" 10•-0" 14'-6' 16'-0" 16'-0" Roof Framing, TJ-9001. (4)MaximumY•shimmed airspace. 3 Web stiffeners are alwaysrequired for 22"and 24"TJI®560D Joists a" s~ r s" 10" 12~ 1a% 1st' 4 s^ T" e" to' 12^ 1a� 1s3,• O v BEAMDETAILS FASTENING of FLOOR PANELS 3so -0- r-0^ r-6" T-0" 6•-0" 9'4" 14'-6" r-0" 4'-0" F-s" 9'-0•' 14•-6' 16'-6" 19- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18" 560 1'-0" 1'2" 1'-0" 2'-0" s'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8•-6" 11'-6" 16'-6" 18'-0" 19'-6" I�t TJI (1)(2) Rim Board 1�.. TJI®Joists 110 210 230 or 360 360 560 560D 20• 360 t-0^ 1'-0^ T-o^ T-0" 3'-0^ 6'-0^ 11 1'-6' a-0' 7'_- 12'-6" 16'-0" 19'-0^ 21%6^ �I BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1ya"TJ® TimberStrand''LSL TimberStrand®LSL Microllam® Parallam® z z " z z " 560 1'2" 1'-0• 1•-0" 1'-0" 1'-6" T-6" 11'-6" 15'-6" V-T 3.0" s'-0" 8'-6" 14-0" 2o'-s" BEARING AT WALL and 230 560 Rim Board 1Y4" 1 or wider LVL PSL Depth 9X2%11/s 14"-16" 9Y"-11/s 14"-16" 9Y"-11%*, 14%16" 18"-20" 11rb 14"A6" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. OR WINDOW HEADER Y • Leave y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. CONNECTION CONCRETE WALL ® 8d(0.113"x 2Y"),8d(0.131"x 2Y") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+W 2xB+%" 2x6+Y" 2xB+Y" 2x12+Y2" Two Two Two Four y4"x 15 • Tables are based on uniform load tables in current design literature. 1Y"TJ Rim Board t a Strap per Code'stop plate IOd 0.148"x 3",12d 0.148"x 3Y4") 4"(3) 4"(3) (Detail H2) 2x6 2xB sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing g 1)4"Or 1 y"�fimberStrand IS not COntlnuOUS over ( ) ( 6" 4" 3" 3" 5" 4" For simple span(5'minimum),uniformly loaded Joists used in residential applications,one maximum size round hole maybe located LSL or blocking for lateral header 16d 0.162"x 3Y") 6" 6" 16"(4) 6"(5) 6"(5) 6"(e) 8"(41 2x6+%" 2x10+Y8" 2x6+Y" Zx10+Y" at the center of the joist span provided that no other holes occur in the joist. ( 6" Cantilever Filler 2x6 2x10 Not sheathing sheathing sheathing sheathing Not applicable support ( ) 99 9 p 9 P g p ( g (Detail E4) 4'-0"long V-0"long applicable • • PP 1 Sta er nails when usin 4"on-centers acin and maintain "joist and anel ed a distance.One row of fasteners is ermitted two at abuttin 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES Headers and Beams panel edges)for diaphragms.Fastener spacing for TJI•joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. (Detail F1 %"or 4'or�" %"or 1"Net 2x6 2x8 2x12 Two "x 15" plate IS not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/"and staggered. 1.55E TimberStrand LSL Headers and Beams or H2) sheathing Over column (3)With 10d(0.148"x 1'h")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1y*(to minimize splitting). Nail Size Filler 10d(0.128"x 3") 11 O(0.135"x 3 Y") largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Backer 10d(0.128"x 3") Protect untreated Y3 depth Allowed hole zone Column Face mount (6)Can be reduced to 3Y"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Filler 15 one side 15 each side 25 each side hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 g contact with recommendations listed above. Quantity(2) Backer 15 15 15 ®. O See current Weyerhaeuser Concrete ■Maximum nail spacing for TJI joists is 18"on-center. O i�1 L1 L2 L3 Y L4 ■14 a.staples may be substituted for 8d 0.113"x 2y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain "gap at top of joist;see detail oc Filler and backer block I.Y O 0 O literature for framing connectors O g p y ( p ) dimensions should accomoda[e required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o 0 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of 2'Y2 x nail diameter or Y8",whichever Is greater. (2)Clinch nails when possible. Header or Beam Maximum Round V ■Nailing rows must be offset at least Y"and staggered. Depth Hole Size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 9Ya"-9Y 3 �►/( Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at B" IIX.'-I I W 3y" ly, Fastener Installation Requirements cantilever and end bearings by blocking 14"A6' 4%" Piece #of Fastener TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone a rim board or rim joist. Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or Allowed hole zone suitable for headers and beams with N sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. )[ 10d nails 3" 3'2' gg mid-span blocking • Round holes only -1 iri lU BEARING AT 12" side so they fall halfway between y W � COLUMN 2 12d-16d nails 3 y" 2(2) One side fasteners on the first side. • No holes In headers or beams in plank orientation. Screws 3%"or 3Y" 2 24" �'-• U IjJ H2 Other Trus Joist® Headers and Beams to Z } 10d nails 3" 3'2j Al X 12" Both sides Rim board joint o )D i,i < Z 12d-16d nails 3 Y" 2 2' DO NOT bevel cut joist O Microllam LVL B W 3 E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL beyond inside face of wall. 3%"or 3Y" Both sides y on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth r Screws 2 24" Load must be applied evenly across 3. largest hole minimum 5" One side entire beam width.Otherwise,use face ofsupport member. 9 ( ) O .^ < v DO NOT cut,notch or drill V J p Verify column capacity 10d nails() 3" T" connections for side-loaded beams. -� and beam bearing 12" One side holes in headers or beams t as Indicated in i■i _ L5 length.See current 4 12d-16d nails'3' 3)a" 2'�1 (per ply) d o illustrexceations and tables. In /wi r O Weyerhaeuser literature. 5"or 6" Both sides e o o �+-■ Screws 2 24^ Multiple pieces can be nailed or bolted together to CS (V 6%" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 1Y"TJ®Rim Board or Parallam®PSL Header or Beam Maximum Round r Screws 2 24 L3 1)4"or 1 y"TimberStrand®LSL. allowed hole zone Depth Hole size ..1 3Y" 2 6%" One side O middley span 4%" 1" w","j Y"bolts 8" 2 24" - 5Y2" 1%" U) W (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter,screws are SDS,SDW,USP WS,or TrussLOt" L1 d 1.3E TimberStrande LSL allowed hole zone d 7Y4"-20" 2" M COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 H1 See illustration for Allowed Hole Zone Q W (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 06 62 • Allowed hole zone suitable for headers and beams with uniform loads only. £ U • Round holes only E BE Z COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 • No holes in cantilevers. TJI®Joist to Bearing Plate Squash Blocks to TJI^Joist • No holes in headers or beams in plank orientation. E 1Y8"TJ®Rim Board or (Load bearing wall above) o 1y"or 1 y"TimberStrand®LSL. Joist may be shifted up to 3"if Use 131 Or B2 at WARNING One 10d(0.128"x 3") P floor panel edge is supported B4 intermediate bearings 0. One 8d 0.113"x 2y") nail into each flange ( and span rating is not exceeded. with load bearingor nail each side.Drive Do not cut joist flanges. Joists are unstable until braced laterally nails at an angle at braced/shear wall BracingIncludes: Date Revision/Issue Plumbing Drop B • Sheathing • Strut Lines q/Ii 15%ED FOR PERMIT Blocking least 1Y"from end. End of joists • Hangers • Rim Board • Rim Joist P1 from above 3Y"minimum at centerline L2 COLUMN BASE 1%"minimum end bearing g Also see detail of support intermediate bearing �` 11/10/22 REV I A5 PER OWNER 16 single-family applications 5Y"may be required / a� o for maximum Shear transfer.Connections equivalent capacity o � r ry to floor panel nailing schedule • t� d O ® Rim to TJI®Joist ° ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building Drawn By: 1Y"TJ Rim Board, TJI°560 rim joist:Toe o until braced. that are lying flat. materials on unsheathed ® ) Additional joist is required if 1)q"or 1 y"TimberStrand LSL. J q ® nail with 10d(0.128"x 3") O o or TJI 110 rim joist: floor panel edge is unsupported L4 INJURY MAY RESULT. joists.Stack only over D5 3 nails,one each side of or if s an ratan i WARNING NOTES: beams or walls. n P2 One 10d(0.131"x 3")nail into TJI®joist flange TJI®560 P g s exceeded. •' ', ° LA Exterior Deck DO NOT use sawn W Lack of proper bracing during construction can result in serious each flange o Attachment P p g 9 � floor joist ' lumber for rim Project# i TJI®210,230,and 360 rim joist: Structural accidents.Observe the following guidelines: board or blocking, "j • _ INSTALLATION TIPS 4 � ° gr 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI )oasts must be completely installed and property nailed. u- One 16d(0.135"x 3y")nail into sheathing 20-1 ELEVATED ° as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be �i each flange. •Subfloor adhesive will improve floor performance,but o P Y P ry P ( 9) l v m COLUMN BASE 3 With depths>16",Use TJI®360 rim oast. after installation. accom lished b a tem ora or ermanent deck sheathin fastened to the first 4 feet of joists at the end of the ba 1/4"minimum bearing P J To View may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as In note 2)and to each joist Locate rim board joint between joists. p ° Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or Scale •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at Won-center(6' one layer of unnailed sheathing. /� y� �I BEAM ATTACHMENT at BEARING vertical loads(details B1 and 132).Packing out the web from direct contact with See ALLOWABLE on-center for TJI°110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. AS NOTED zi ®' ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI Joist(with web stiffeners)is not a substitute concrete 1Y"knockouts extended to a braced end wall. ` 1Y"Tr Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. J Date 1Y"or 1 Y"TimberStrand®LSL. 12"on-center two 8d(0.113"x 2y")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California 8�3 �22 partitions,space joists apart the width of the wall for to cause cancer.For more information on Pro osition 65,visit .com/inform. Optional) plumbing or HVAC. Bearing plate to be P3 non-shrink flush with inside face m Drive nails at an See framing plan(if applicable)or 000im grout One 10d 0.128"x 3" nail each We erhaeuser Installation Guide for Floor Additional joist at lumbin dro see detail. of wall or beam Sheet# ( ) angle to minimize Y J plumbing P( ) (NfIWIVE A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, and Roof Framing, TJ-9000.For minimum We er�lael�S e�' Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. splitting of plate g i. V Y Y 1Y"minimum from end end and intermediate bearing lengths. � May 2020 Reorder TJ-4015 z This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInsta//ation Guide, TJ-9006, which should be referenced for additional information. 0 (V O t U i g GENERAL NOTES z x DVISION 1-G941M REOIIFiEIu M 2. Other species may be used provided substituted species shall meet or exceed requirements noted above. c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows 1. Work erformed shall co with the following- 3. Moisture content: AN limber 4' and deeper shall have moisture content not greater than 19 %, air cried limber is minimum are required located at the 1/4 points of the truss span. Securely nail these braces to al members that it G LiZ a Thee general notes unless otherwise noted on plans or specifications. desired but not necessary. Lumber may be kiln dried, however drying process must be slow and regulated to cause a crosses. O ~ v a O ys O O w minimum amount of checking, comparable with air dried stock. S. Wood Floor Trusses: U. • r- w b. Building Code as specified on the architectural drawings. g p v > LL V w L) c. All applicable local and state codes, ordinances and regulations. 4. AN exterior lumber and timber in contact with masonry or concrete shag be pressure preservative treated in t Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. Al w p w O W 0 F o Q F- LL accordance with AF&PA standards and stamped 'Ground Contact 0.40 bs/cubic foot'. spans, joist depth and spacing to be verified by manufacturers. Shop drawings indicating calculations, loading, load W Z M m_ O < � O d In areas where the drawings do not address methodically, the contractor shall be bound to perform in strict Q Z _ compliance with manufacturer's specifications and/or recommendations. 5. Grade stamps hag appear on al timber. test data and any other information required shag be sealed by a professional engineer registered in the jurisdiction w v O w C� Z = a ~ O ~ F" 6. Store al lumber above grade and protect from exposure to weather. where construction is taking place. Truss manufacturer shag verify al spans, dimensions, bearing points spacing, etc. w a w 2. On-site verification of all dimensions and conditions shag be the responsibility of the general contractor and tY ' r- Q � � � w � w w Bcontractors . Fitch Beams: Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional a O Z O w O a ►- 3SNo eel dimensions take precedence over scale. Never scale directly from drawings. Contractor should 1. Flitch beams shag have a minimum fb = 15000, E=11.4 with V2' bolts located not closer than 2' from the top and engineer registered 'n the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for Z a W O Z u� O V w v v bottom edge unless otherwise noted. There shag be a bolt top and bottom 2'from each end (see typical flitch plate Architect's records and one to be returned to contractor after review. •.i w r- O consult Architect in case of question. c� = m g v Z p H Z Q 4. The general notes and typical detals apply throughout the job unless otherwise noted or shown. bolt pattern detail). 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent - 11U.5. Discrepancies: The contractor shag compare and coordinate al drawings: when in the opinion of the C. Joist Hanaers: exposure to the elements. Always store upright, especially N stacking. Z o o 0 LU O _ = w contractor, a discrepancy exists he shall promptly notify the Architect, in writing, before proceeding with the 1. Al purfns, joists and beams not framed over supporting members shall be supported p w - z N z_ fL L O I work or he shag be responsible for the same and any indirect results of his action. 2. Joist hangers shag be prime quality steel which conforms to ASTM-A653,rh. 22 gauge. Products acceptable DIVISION 7-T}�lIAAL AND MOISTURE PROTC-CTION °' Z a a � a w LL [ 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the shag be Sampson, Kant-Sag, or equivalent. = w Q O Z N J O a work. In the event that certain features of the construction are not fully shown on the drawings, current D. Bolts in Wood Framing 1. Roofing Q F I Al belts in wood framing shag be standard machine belts with standard malleable ion washers or steel plate 1. Fiberglass Shingles: THIRTY(30) year self sealing shingles over 1 layer of 30* asphalt saturated felt underiayment national, state and local codes, ordinances, regulations or agreements as well as current acceptable building unless otherwise noted. Instal according to manufacturer's instructions, practices hag govern, and their construction shag be of the same character as for similar conditions that are washers. P 90 2. Cedar Shakes: #2 grade red-label cedar shakes (18' 1 x .457) over one layer 30s a.s.f. uideriaymment. Install with 4 shown or noted 2 Steel plate washer sizes shag be as follows: N a. 1/2' and 5/8' Diam. bolts - 2-1/4' sq. x 5/16' 1/2' weather exposure. Apply an 18' wide strip of 30# a.s.f. over each course of shakes, 9' from bottom edge of shake N N 7. The Architect wl not be responsible for and will not have control over construction means, methods, extending over top of shake and onto sheathing N techniques, sequences or procedures, or for safety precautions and programs in connection with the work, and b. 3/4' Da. bolts-2-5/8' sq. x 5/16'. r- wl not be responsible for the figure of the Client or his contractors, subcontractors, or anyone performing 3. Each bolt hole in wood shall be dried 1/16' larger than diameter of bolt. 3. Eave Flashing: See note B-4, below. any of the work, to carry out the work in accordance with the approved contract documents. 4. For sill anchors, see typical details on architectural drawings. B. Flashing ~ `- N M 8. Any and all drawings and specifications for sitewok, plumbing supply or waste, electrical circuitry,itry, and E. Lag Bolts: 1. AN flashing, counter flashing, and coping when of metal shag be of not less than no. 26 U.S. gauge corrosion-resistant Z c i heating, ventilating, fabricated trusses, and at conditioning systems are not a part of the professional services t Shag be of structural grade steel. metal. Z I Q 2. Flash all exterior openings and al building corners w approve ma with d material ex least l to at lt 4'behind wag g covering. ti W ti m provided to the Client by the Architect unless included under their agreement. Any discrepancies with these 2. Washers shag be placed under the head of lag bolts bearing on wood Length of lag bolts shag be mxm rum 2/3 Q over al exposed V N N Cover plywood at building corners w wat erproof terproof bt>dding paper. docunents by any of the above listed services as shown in documents prepared by others should be indicated depth of members being bolted together. Z Q r F. Altering Members: Structural Mbers: 3. Step flash at al roof to wag s. Ras h and caulk wood beams and other projections through exterior wags or O M M in writing to the Architect immediately. roof surfaces. �' W co 9. Prior to application for building permits, the Contractor will furnish the Architect with two sets of shop 1. No structural member shag be omitted, notched, cut, blocked out or relocated without prior approval by the w w L Architect. Do not alter sizes of members noted without approval of Architect. 4. Eave flashing shag consist of two layers of 15# a.s.f. cemented together in addition to required nailing from the edge J H ri ri o drawings of al prefabricated components, one set to be retained by Architect, the other set to be returned to of the eave up the roof to overlay a point 24 inches inside the interior wag line of the building. I m G. Bult-up Beams: Q - confractor after review. tens requiring shop drawings include but are not limited to roof trusses, floor C. Attic Ventilation: V J trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be t Built-up beams or joists famed by a multiple of 2 x members shag be interconnected as follows: 1. Enclosed attic truss spaces and enclosed roof rafters shag have cross ventilation for separate space with screened o - modified during construction from previously approved shop drawings, the Architect shall be furnished prior a. Members 9-1/4' and less in depth: glue and internal w/2 rows 16D nals at 12' o.c. staggered. ventiating openings protected against the entrance of moisture and rain in accordance with the WFCM, and RCNYS dD to fabrication, with revised shop drawings incorporating the revision If the Architect is not provided with the b. Members greater than 9-1/4' in depth or multiple 3 x members through bolt with 1/2' diameter machine bolts at 24'o.c. staggered latest edition (as applicable) and all state and local codes and ordinances. See detals on architectural plans for above information, the dent shag defend, indemnify, and hold harmless the Architect from any dawn or suite locations and details. whatsoever, including but not limited to, all payments, expenses or costs included, arising or alleged to have H. Cutting of Beams. Joist and Rafters: W arisen from prefabricated items. t Cutting of wood beams, joists and rafters shag be limited to cuts and bored holes not deeper than V6 the depth of DIVISION 8-DOORS AND WtWWS 10. The conditions and assumptions stated in these specifications shag be verified by the contractor for the member and shag not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not A General • conformance to local codes and conditions. In the event of a discrepancy between these specifications and exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom t Windows in buldings located in wind-borne debris regions (130 mph wind zone or with-in one mile of the ocean. bay ® U local codes or conditions,the contractor shag notify the Architect in writing of the discrepancy and special of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams, joists and sound) shag have glazed openings protected from wind-borne debris or the building shag be designed as a partially J engineering requirements shall be applied to insure the building's structural integrity. and rafters of 4 inches or greater nominal thickness shag not be notched,except at ends of members. enclosed n accordance with the 2020 RCNYS. Glazed It These requirements may be superseded b more stringent information contained within g opening protection for wind-berme debris hag meet the � Y � Y San t Pipes in Stud bearing Nails or Shear Nails: requirements of the Large Missile Test of ASTM E 1996 and of ASTM E 1886. the drawings. The more stringent shall be followed. 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. Exception: � 12. Soil conditions shal conform to or exceed the following conditions: J. Bridging and Blocking: Wood structural panels with a minimum thickness of 7/16 inch (1t1 mm) and a maximum span of not more than 8 feet U Bearing Capacity Min 2000 psf. field verified under all footings and reinforced slabs. t There shag be not less than one line of bridging in every eight feet of span h floor, attic and roof framing. The (2438 mm) shag be permitted for opening protection Panels shall be precut and attached to the framing surrounding W Water Table: Min. 2'-0' below bottom of all concrete slabs and footings. Footings, foundations, walls, and bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal the opening containing the product with the glazed opening. Panels shag be predriled as required for the anchorage slabs hall not be placed on or in Marne Clay, Peat and other organic materials. bracing of equal rigidity. Ividspan bridging is not required for attic or roof framing where joist depth does not method and shag be secured with the attachment hardware provided. Attachments shag be designed to resist the .rr 13. Live Loads: Roof: 20psf. Floor: 40psf (except sleeping rooms: 30psf). Exterior Balconies: 40psf. Stairs: exceed twelve inches nominal. Block sold at all bearing supports where adequate lateral support is not otherwise component and cladding bads determined in accordance with either Table R301.2(2) or ASCE 7, with the permanent j 40psf. Wind Load: 15psf. Garage: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. provided Block all stud walls at maximum intervals of eight feet with minmmxan of 2 x solid material with tight joints, corrosion-resistant attachment hardware provided and anchors permanently installed on the building Attachment in Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrails 200psf. Provide 2 x firestops at mud-point vertically of stud wag. Bridging as required by floor truss manufacturer's printed accordance with Table R30t2.1.2 is permitted for buildings with a mean roof height of 45 feet (13 728 mm) or less 14. Bottom of footings shall extend below frost line of the locality and minimum 3-0' below existing grade to instructions. where the ultimate design wind speed, Vult, is 180 mph (290 kph) or less. undisturbed sal or son compacted to 95% dry density having a load carrying capacity as specified in Note 12, 2 All windows shall have insulating glass, or single glass with storm windows or equal. Sizes indicated on plans are L as verified by a sols engineer licensed in the locality where project is being built. K. Lintel Schedule: nominal only. Bolder to consult with window manufacturer to determine exact sizes, rough opening, etc. At least one r 15. All foundation wag backfll under slabs where distance from edge of wag to edge of undisturbed soil t Unless otherwise shown, provide 1 lintel with 6' minimum bearing for each 4' of wall thickness. window from each bedroom area shag have a net clear opening area of 5.7 Sq. Ft. (grade floc/below grade floor 5.0 exceeds 16%but less than 4'-0', shag consist of clean, porous, soil compacted in 6'layers to 95% dry density 2. Lintel Schedule: Sq. Ft) with a net dear height of 24% a net clear opening width of 20', and a sill height of 44' or less above the floor or provide #4 rebar at 2'-W o.c., T-0' beyond edge of undisturbed soil and T-O' into foundation wag. Span: Size of Member 16. Free draining granular backf g (SM or better) shag be used against foundation wags consistent with the Up to 4'-0' 3 1/2 x 3 V2 x V2 or 2-2x6 for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to dons a within 18' of the floor, architectural plans and related detals. Equivalent fluid pressure of backfl not to exceed 40pcf (pounds per 4' a -T to 5'-0' 4 x 3 1/2 x 5/16 or 2-2x8 and may subject to frequent and recurrent accidental human "act shall be tempered as per WFCW and RCNYS cubic foot). If backfill pressures exceed 40pcf, then wags must be designed for actual pressures by a 5'-T to 6'-0' 5 x 3 1/2 x 5/16 or 2-2x10 and state and local codes and ordinances. registered Professional Engineer licensed in the locality where project is being built 6'-T to 8'-0' 6 x 3 1/2 x 3/8 or 2-2x12 DIVISION 9-FINISHES • 17. Unbalanced fl not to exceed T-0' unless otherwise noted and substantiated by engineering calculations. A. General Backfill shag not be placed against wags until slabs-on-grade and framed floors are in place and have reached L. Plywood t AN gypsum wallboard shag be installed in accordance with the provisions of the WFCM, RCNYS and state and local their design strength Proper precautions shall be taken to brace foundation wags when backflling. Where t All plywood shag be Doug fir or equal. It shag be manufactured and graded in accordance with codes and ordinances (as applicable). backfl is required on both sides, backfl both sides simultaneously. U.S Product Standard PS 1-09 Structural Plywood 2 Gypsum wallboard shag not be installed until weather protection for the installation is provided. Storage should be in DIVISION 3-CONCRETE 2 Each plywood sheet shag bear the 'APA' trademark. accordance with manufacturer's instructions. 3. AN end joints shag be staggered and shag butt along the center fines of framing members. 3. AN edges and ends of gypsum wallboard shag odor on the framing members except those edges which are A. General: 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. 1. The concrete properties shag be as follows: perpendicular to the framing members. AN edges of gypsum wallboard shah be in moderate contact except in concealed P P 5. Nails shall be placed 3/8' minimum from the edge of the sheets. The minimum nal penetration into framing spaces where foe resistive construction is not required. Item Min. Comp. Strength Win. Aggregate size lump members shall be 1 1/2' for 8d nals and 1 3/8' for 10d nails. 4. The sizes and spacing of fasteners shag comply with WFCM, RCNYS and state and local codes and ordinances (as ® 28 Days (PSD 6. AN floors shall be naffed as per naling schedule. Footings 3,000 1/2'-1' 4' 1' applicable). Slabngs 2,500 1/2'-1' 4' 1/2' M. Comer Bracing 5. Provide moisture resistant drywall cement board at tubs and showers as shown on detals in architectural drawings. Grade d Wags 3, 00 V2'-1' 4' 1/2' 1. Unless otherwise noted, brace exterior corners of building with 1 x 4 diagonals,let into studs, or with 4 x 8 6. Fie-resistive construction: Garage cefings and wags when adjacent to a dwelling unit shag be of rated construction ry Garage Slabs & exterior slabs 3,500 1/2'-1' 4' 1' w/ 5% plywood sheet of thickness to match that of sheathing, or with metal strap devices installed in accordance with according to the UL Design specified on the drawings when units are designed under WFCM, and RCNYS standards as air entrainment manufacturer's instructions (16 Ga. compression tension), or w/structural grade themmo-ply. indicated on the drawings. 2. Concrete work hall conform to all requirements of ACI-318 specifications for structural concrete for buildings. 2. Lap plates at all corners. 3. AN reinforcement, anchor bolts, pipe sleeves and other inserts shag be positively secured in place and N. Nalin : DiVISION 15-MECHANICAL I N located according to the appropriate architectural drawings and detals t AD nailing shall comply with nailing schedules in WFCM, and RCNYS (as applicable),latest edition and i,i I B. Reinforcing Steel: all state and local bolding codes, or maufactuer's recommendations. A. Heating Ventilation and Air Conditioning: Iw z 1' I Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM & 0. Fire Stopping: t AD work shag be in furl oraccordancesubmit with al current codes and regulations of the governing agencies. U to - 615. Welded wire fabric shag conform to ASTM C-933. See architectural drawings for sizes and locations. 1. Fire stopping shag be provided to cut off al concealed draft openings (both vertical and horizontal) with 2' 2• Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location duct sizes, etc. to O Z } 2. Detailing, fabricating and placing of reinforcement shag be in accordance with ACI-332 Residential Code nominal limber or 2 thicknesses of T nominal limber with broken la joints or other a Architect prior to installation Mechanical subcontractor to review structural sop drawings and notify the Architect of any p jo' approved material. z < Z Regirements for Structural Concret P. Alignment: mechanical and structural and design intent conflicts prior to construction. W 3. AD work shag be done in a neat and workmarike manner and so as to not needlessly hamper that portion of the work _J t AD rafters and joists framing from opposite sides shag lap at least six (3)inches and be Waded together with A 3. Al reinforcing bars which hterc t perpendicular elements hall terminate in hooks, laced two (2) inches performed by others _ in9 eP PerP P min. (3) 10d face nails. •�+ < V dear from outer face of element. 2. When framing end to end joists shall be secured together by metal straps. B. PI : § U m 4. The contractor shag notify the bolding official at least forty-eight (48) hours prior to each concrete poi. 0. Partitions: 1. All work shag be in full accordance with all current codes and regulations of governing agencies. Z w No concrete shag be poured into footings containing standing water or mud. Footings shag be dewatered 1. General: 2. AD work shag be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work tu W r prior to placement of concrete. No concrete shag be laced until all reinforcing has been installed b the performed by others. P P P 9 Y a. Provide solid blocking at 4'-0' o.c. between the joist and first interior parallel joist. � 'd- contractor and inspected b the official or count approved licensed inspector. 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, < Y 9 Y PP P b. Splices of the top and bottom portion of double top plates must be staggered a mrirumtm of 4'-0'. HVAC, structural and design intent conflicts prior to construction. � � 5. Mnimum protective cover for reinforcing steel shag be as follows: c. Splices shall occur only directly over studs. a. Footings: 3' d. Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer DIVISION 16 -ELECTRICAL J b. Beams and columns: 2' licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to J c. Slab: 3/4' (Wire mesh to be placed at mid-depth of slab) Architect fora 1. AN work shag be in full accordance with all current codes approval prior to construction. � W d. Walls - 1 V4' at interior face: 3' at exterior face. e. Lap top plates at comers and intersections. and shag comply with the requirements of the serving M C. Foundation: 2. Bearing Walls supporting one floor or more: power and telephone companies. W 1. Footing depths are shown on the architectural drawings. Footings shag bear a minimum of T-0' into a. Partitions must be constructed of mifrrnm 2 x 4 studs spaced 16' o.c.of type lumber specified. 2. AO work shall be done in a neat and workman ke manner Q �1 original undisturbed sal and a rhiimurn of 3'-0' below finished grade. Where required, step footings to ratio b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floc joists shag be and so as to not needlessly hamper that portion of the work •�I of 2 horizontal to 1 vertical performed by others. centered directly over and below bearing wag studs with a tolerance of no more than 1' unless substantiated by E 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed by the engineering calculations. 3. Installation: m a. All equipment installed outdoor and exposed to weather rn Z Architect. c. Bearing stud wags must be sheathed with a rmrininurh 1/2' gypsum board fastened according to drywall c_ 3. AN footing excavations shallbe inspected by the building official or county approved inspector prior to the shall be weatherproof. manufacturer recommendation. 3 placing of any concrete. Same shag be given forty-eight (48) hours notice for this observation b. Bottom of receptacles and switches shallbe located 5' 'o R. Wood Roof Trusses above counter to unless otherwise noted on drawin s 4. Soil investigation and repot: AN earth work, compaction and supervisions shag be done according to the P 9 • a 1. Tuber trusses shag be designed in accordance with accepted engineering practices. Calculations, joint strength information c. Receptacles shag be installed vertical at 12' above finish recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab P Y (allowable load per square inch or per pal, allowable edge distance, allowable end distances) load test data and other floor and 12'-0' o.c. horizontal AN receptacles within and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify Y• P information as necessary shag be submitted to local authorities for approval prior to fabrication. Each truss shall be 6'-0'horizontally of a sink lavatory or tub shall be wired to a Date Revision/Issue Architect, in writing so that necessary structural modifications can be made. y Y secured at bearing with one 'rafter tie' metal type anchor at each end. ground fault interrupted circuit. 5. Slab-on-grade shag be 4' thick reinforced with 6 x 6 Wt4 x Wt4 WWF and shag be placed on 6 mil. gr p vapor barrier on 4'crushed stone. 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this d. Wall switches to be 48' above floor. 4/I6/22 155UED FOR PERMIT 6. Slab-on-grade at porches shag be 4' thick unless otherwise noted. information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type anchor and a e. AN smoke detectors to be wired in a manner such that the f gr P II/10/22 REV I A5 PER OWNER a 7. Install anchor straps as per I recommendations: 12' from comers and intervals of not more than 16' o.c.. scissors truss connector, 'Simpson' or approved equal, at the other end to tie down the truss while permitting the activation of one by means of metal hangers.wl activate al. m truss to move outward without deflecting the wall. Minimum m embedment for anchors shag be a inanun of T into concrete. m 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify al spans, 8. Beam pockets shag be formed into concrete wags to provide a continuous level flat solid bearing surface dimensions, heel heights,pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout for al beams. ry plan, each sealed by a professional engineer registered in the jurisdiction where the construction is taking place, to n DIVISION 6-WOOD Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. A. Lumber Grade: 4. Truss hop drawings indicating calculations, loading, load test data, horizontal thrust and any other information Drawn By: v t All lumber shall be,unless otherwise noted, No. 2 grade. Douglas Fir-Larch with the following minimum structural values. required shag be sealed by a professional engineer registered in the jurisdiction where construction is taking place and Grading shall comply with PS 20-05 ' American Softwood Lumber Standard ' and applicable Western Wood Products be submitted to bolding officials prior to fabrication. DB Association standards. 5. Store trusses above grade on wood sticking in such a way to prevent bendng, warping or deflection of trusses. ry a. Extreme fiber bending stress: 6. Roof Truss Bracing: Instal permanent bracing for al wood roof trusses as specified below. Follow all Project# ' Size Repetitive Member recommendations specified in Building Component Safety Information Guide to Good Practice for Handling. Installing, Restraining 121 2 x 12 1005 PSI & Bracing of Metal Plate Connected Wood Trusses BCSI-2013 pubished by the Structural Building Commponents Association 2O-OQ-1 _ 2 x 10 1105 PSI a. T Chord Plane: Property installed plywood sheathing with staggered joints and correct nailing should �' Top P N � P Y �9 99 to n9 2 x 8 1210 PSI adequately brace the top chord plan. However, when gable end trusses are used continuous 2 x 4 braces should be Scale 2 x 6 1310 PSI installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end midspan 13 b. Horizontal Shear. Fv =75 PSI between roof center-fine and wag on each side of center-fine and at center line of roof. AS NOTED 4- 1 c. Compression perpendicular to grain: FcL = 405 PSI b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace o d Compression parallel to grain: Fc = 875 PSI should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nail this brace to al members it 7 e. Modulus of elasticity: E= 1,600,000 PSI crosses. Instal this bracing at al gable or end wag conditions and at 14 foot minimum intervals throughout the truss Date f. Moisture content 19 7 maximum system. 8/3I/22 s Sheet# 3 E O x m m O n O 7 U i g �o .�.�, GENERAL BUILDING NOTES: TABLE P3201 .7 ABBREVIATIONS LEGEND 1. ALL WOOD CONNECTIONS 4:� VTR VENTS NOTE: WALL LEGEND TO BE STRAPPED AS PER SIZE OF TRAPS FOR PLUMBING FIXTURES AFF. - ABOVE FINISHED FLOOR SHEET N-I d N-2. 2x3 ING VENT SYSTEMS SHALL BE PROVIDED Q Z AVG. - AVERAGE TRAP SIZE IN ACCORDANCE WITH CHAPTER 31 OF a Z EXISTING WALLS TO REMAIN CANT' - CANTILEVER 2. ALL LUMBER TO BE 00 PLUMBING FIXTURE MINIMUM THE 2020 R.G.N.Y.S. v,�/ s _ G.S. - COLLAR BEAM DOUGLAS FIR LARCH # 2. (INCHES) 0� G.J. CEILING JOIST BATHTUB (WITH OR WITHOUT SHOWER HEAD P3101_I TH15 CHAPTER SHALL GOVERN - EXISTING WALLS TO BE REMOVED GL. _ CENTER LINE 3. 5/8" TYPE "X" GYP. SD. ------------------ CLG' CEILING (TAPED 4 5PACKLED - 3 AND/OR WHIRLPOOL ATTACHMENTS) 1-1/2 THE SELECTION AND INSTALLATION G.M.U. - CONCRETE MASONRY UNIT COAT5 MIN) ON ALL WALL5 OF PIPING, TUBING AND FITTINGS FOR .; "- �----_ NEW WALLS 2"x4" WOOD CONT' _ CONTINUOUS VENT SYSTEMS. THI5 CHAPTER SHALL o z G.T. COLLAR TIE CEILINGS BIDET I-I/4 STUDS ® 16" O.G. _ CONTROL THE MINIMUM DIAMETER OF a w ui n, u. O DBE. DOUBI-E 4. NEW 5/4" PLYWD. SUBFLR. I CLOTHES WASHER STANDPIPE 2 VENT PIPES, CIRCUIT VENTS, BRANCH OR a 2 1.=O F- O w w DIA. - DIAMETER I VENT5 AND INDIVIDUAL VENTS AND o v " v w UJ J - DECK JOIST NAILED $ GLUED w W o a w DISHWASHER (ON SEPARATE TRAP) I-I/2 � w o O w I THE 51 ZE AND LENGTH OF VENTS AND W. z cn } mom o D.W. - DISHWASHER 5. PROVIDE P.T. LUMBER AT FLOOR DRAIN 2 VARIOUS ASPECTS OF VENT STACKS na � w m txi z s m � O t.: AND STACK VENTS. ADDITIONALLY, w a Lou- 8" P.G. FOUND. WALL EA. - EACH ( w 0 O w W a O z x z v KITGHEN SINK (ONE OR TWO TRAPS, WITH a -, z O `1 p a ~ ' :•:' :+ :�::. ` : ':.: :. . ALL APPLICABLE I THIS CHAPTER REGULATES VENT ON I6"x8" P.G. FTC. E.E. - EACH END LOCATIONS (SEE P.T. FLOOR LINE OR WITHOUT DISHWASHER AND FOOD 1-1/2 E.P. - ELECTRIC PANEL I GRADES AND CONNECTIONS, HEIGHT t9 a n a p II-- Ito 0 U o O x -' - LUMBER NOTES BELOW) WASTE DISPOSER) z � w w c� v I ABOVE FIB AND RELIEF VENTS g m x m m u z o '= z a • EXT. - EXTERIOR I LAUNDRY TUBS (ONE OR MORE I-1/2 FOR STACKS AND FIXTURE TRAPS, U_ z c ri O o )_ _ z � F.J. - FLOOR JOIST GENERAL NOTES. F.P. FIREPLACE 9 w I- ,�, w o m w COMPARTMENTS) AND THE VENTING OF SUMPS AND 0 a K Q a z 0: o SEWER5.P3103.2: FROST CLOSURE. rn m a m a w U_ a 1.) PROVIDE "S I MPSON B SERIES" JO 1ST HANGERS F.R.S.G. - FIRE RATED SELF GL051 NG FTC' - FOOTING P.T. LUMBER NOTES: I LAVATORY I-I/4 - IN CLIMATES WHERE THE x w m O z_ CO _ o AT ALL APPLICABLE LOCATIONS. GAL.V, - GALVANIZED -ALL HD. JOISTS IN CONTACT 1 c115-PERGENT VALUE FOR OUTSIDE ~ a G.G. - GENERAL CONTRACTOR WITH GONG. SHALL NOTE: SHOWER (BASED ON THE TOTAL FLOW DESIGN TEMPERATURE IS O°F (-1800) 2.) ALL BUILT UP LVL HEADERS TO BE HDR. _ HEADER BE PRE55URE TREATED, I NEW FIXTURES TO GOMPLY W/ NEW YORK RATE THROUGH SHOWERHEADS AND OR LE55 (A5HRAE cH.5-PERGENT INSUL. INSULATION PROVIDE P.T. JOISTS 2 __J STATE D.E.G. REQUIREMENTS FOR BODYSPRAYS) COLUMN, WINTER, SEE CHAPTER 3), c BOLTED OR. NAILED AS PER MANUF. - MANUFACTURER (AND/OR) P.T. BLOCKING AS r GERTIFIED WATER SAVING PLUMBING FLOW RATE: VENT PIPES INSTALLED ON THE N In MEGH. - MECHANICAL REQUIRED (TYP. ® ALL LLi r E MANUFACTURER'S REQUIREMENTS. I FIXTURES 5.� GPM AND LESS I-I/2 EXTERIOR OF THE STRUCTURE SHALL � r o M.O. - MASONRY OPENING LOGATION5) II-I/2" MORE THAN 5."1 GPM UP TO 12.5 GPM 2 BE PROTECTED AGAINST FREEZING cn "' `2 O.G. - ON CENTER ALL DRAINAGE � VENT PIPING SHALL MORE THAN 12.5 GPM UP TO 25b GPM 3 BY INSULATION, HEAT OR BOTH. VENT . N I 3.) DOUBLE ALL FLOOR JOISTS UNDER O.H. - OVERHANG -ALL CONNECTORS / 1 GOMPLY WITH ALL LOCAL BUILDING MORE THAN 25b GPM UP TO 55.6 GPM 4 TERMINALS SHALL BE PROTECTED w z Q P.G. - POURED CONCRETE CONNECTIONS IN CONTACT w/ 1 CODES. DOMESTIG WATER PIPING FROM FR05T CLOSURE IN a N N o PARALLEL HALLS. � `` P.T. - PRF-55URE TREATED FOR 51: 1 INCH=25.4 mm,I GALLON PER MINUTE=3.7851- R.B. - RIDGE BOARD AGO (P.T) LUMBER MUST BE SHALL BE TYPE L COPPER, TYPE ACCORDANCE WITH SECTION P3103.2. O M M 4.) ALL HEADERS NOT INDICATED TO BE MIN. R.BM. - RIDGE BEAM APPROVED BY MANUF', SLOP "K" WHEN BELOW GRADE. DRAINAGE, F- W co w 0 „ �, REQ' - REQUIRED AND MUST HAVE A FINISH SINK 3: F.A.I. w w n: u: _ (2) 2 X8 DOUG. FIR. LARCH # 2. _ WITH EXTRA CORROSION WASTE VENT ABOVE GRADE GARAGE NOTES: J a m RF. ROOF SHALL BE SGHEDULE 40 P.V.G. OR STAIR NOTES: RESISTANCE OF EITHER -(x15) TOTAL RISE ® t�.Q4" -PROVIDE I LAYER 5/5" FIRE cQi -' ~ R.R. - ROOF RAFTER 5TAINLE55 STEEL, HOT-DIP GREATER. EA., (5.25 MAX. RISE) w/ R.T. RAFTER TIE RATED TYPE "X" GYP. BD. o - 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GEILING - GALVANIZED(HDG OR ZMAX FLOOR LINE 10" TREADS (GARAGE SIDE) d 1 LAYER SPECS' - SPECIFICATIONS PROTECTION. I-I/2" 5/5" TYPE "X" GYP. BD. 4 ROOF OPENINGS. (TYP.) T.M.E. - TO MATCH EXISTING O.G. TO MAINTAIN MIN. b'-8" H. OPP. SIDE ON ALL WALLS Np, - TYPICAL HEADROOM ® ALL LOCATIONS 4 CEILINGS ADJ. TO LIVING U.S. - UNDERSIDE AROUND NEW 5TAIRCA5E • 6.) ALL WOOD POSTS TO REGE I VE SOLID WOOD BLOGK I NG SPACE. V.I.F. - VERIFY IN FIELD FOUNDATION NOTE #I: GO 4 � I/4 PER/FT TO NEW DOWN TO FOUNDATION OR GIRDER BELOW H.P. - WOOD P05T BOTTOM OF NEW FOUNDATION SEPTIC SYSTEM -NEW 3'-0" H. RAILING AS • Hp. - WOOD ASSEMBLY TO BEAR ON cis% INDICATED ON PLAN (TYP. LEGEND: J (" 7.) ALL NEW RAC I L I NG TO BE 3'-O" HIGH RAILING AS PER I".M• - WATER METER COMPACTED FILL OR I TON AROUND NEW STAIR AND -DENOTES r- E.M. - ELECTRIC METER (2,000 P5F), SOIL BEARING FLOOR ASSEMBLY L_J DWELLING HOLD N.Y.S. CODE!. ( O.G. SPACING AS TO NOT ALLOW PASSAGE G.M. - GAS METER CAPACITY. 6ONS VERIFY TO (SEE GEN. NOTE D DOWNS AS PER Q U OF A 4 OR: GREATER SPHERE.) COLOR AND STYLE TO SOIL POURING NEW FOUND. 4 TO DETAIL 5HT. N-2 W BE SELECTED BY OWNER CONTACT ARCHITECT IF `v _ BUILDING NOTE: POUR 501E CONDITIONS ARE 5ANITAR)OOO RISER DIA. 0 U 8.) ALL CATHEDRAL GEILINGS TO RECEIVE 8 1/41, R-30G MAINTAIN UPLIFT CONNECTIONS DISCOVERED. WINDOW NOTE: ® RAFTER ENDS AT NAILING BATT INSUL. W/ "RAFT-R-MATE" BY OWENS CORNING PAD. TYP. FOR ALL FALSE SCALE: 1/4"=1'-D" PROVIDE WINDOW FALL PROTECTION AS REOV. PER TO ALLOW FOR A7EG2UATE VENTING. VALLEY CONNECTIONS. AL50 FOUNDATION NOTES SECTION R312.2 OF THE 2020 R.G.N.Y.S. MAINTAIN VENTILATION 5/5" VIA FOUNDATION ANCHOR -WINDOWS WHERE THE TOP OF THE SILL OF AN q.) ALL FLOOR FRAMING TO BE AT 12 O.C. BOLTS 0" R O.C.CMAX. AND OPERABLE WINDOW 15 LOCATED LE55 THAN 24 INCHES �� MAX I'-0" FROM CORNERS. ABOVE FINISHED FLOOR AND GREATER THAN 72 INCHES UNDER ALL BATHS / KITCHEN AREAS. ABOVE FINISHED GRADE OR OTHER SURFACE ON THE NOTE: 5EE SHT. N-2 FOR RAFTER EXTERIOR OF THE BUILDING) TO PLATE TO STUD NOTE CONNECTION INFO. (TYP) 8b4' BRAGS WALL REQURIED 3.21' BRAGS WALL REQURIED ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING ab3' BRACE WALL PROVIDED 6.0' BRACE WALL PROVIDED OLA55 WINDOWS A5 MANUFACTURED BY "ANDERSEN" OR 3 d - CXM Q X m EQUAL. PP50 A SERIE5. m L 2'_8" 22-6 3'-6" 2'-8" � „ g�� GS-WSP GS-WSP GS-W5P „ 25'-0" 2- 2'-�'" M.O.56-411 18'-b" 21 a i_2" 2 "X411 20'-4" c��c AGW2 44-2 < W �_ - _ r W.P. (E., _� _ _ _ _ (TEMP RED) _ _ J U .. I Ff 2 V D "x8° H 150 A. Q I 2'-0' 5'-0" PL. HT.I E.P. � � BW II I p I-G Bw I I m � ' v I I I I 4"x4" SOLID I 13' O ; I I W.P. 2-G - - 5 O II�L. HT. tt 11 2-G 1L Q I N - - I - - - - 2'-0" ILI � (2)2"x4" I 5-WS I I Q Z W.P. (E,E)I I I Q W U 15 = --� 8" POURED GONG. FOUNDATION - - - - - - '-CD" H. RAILING- I I - - - I G..7 I t!1 } r WALL ON Ib"x8" CONTINUOUS I '-` I �' SE GEN. NOTE - - - _ O I - I (L W (Y Z z LINE OF 1/2 A/2 CONTROL �y - - DN '� 5'-5" I = w POURED CONCRETE FOOTING #7 TYP) DBL. F.J. (TYP) I NEW 5T R, I I O Q V JOINTS IN CONCRETE SLAB. O 1 I Q N WITH CONTINUOUS 2"x4" KEYWAY I O U, 1 I SEE STAR NOTES, (-5" I at MAX. 20' O.G. (TYP) - � (L� (SEE DETAIL, SHEET A-2) AND (5) #5 REINFORCING BAR _ Q 1 STAIRCASE. I I 1 I I THIS T b'-B-I/ " PL. H I I v (n CONTINUOUS ON cis% COMPACTED i =� I 5 STAIR NOTES, I b'-B-I/2f' PL. HT. (2)12 x4 I 1 WME FILL OR I TON VIRGIN SOIL. ' ` _ i THI SHEET. (W.)P. (E E) I I _ = I SEE GENJ NOTE I (L� Z 1' dJ o I I I w.I?. (E.E) - I �= d' #� (TYP)1 cv I !L < < ,� I I p p I I I o p W W W �- I O 2)2"x4" I I W W N (2)2 x4 P.T. SILL PLATE ON w _ o I I I w W.P. (TIC,') (2)2"xl2" G.T. Tr-ROUGH BOLTED I m �l I p Z COPPER TERMITE SHIELD w/ tY- I I I 5 } } I Im I W/ 1/2" DIA. BOLTS x Q I } 0 ""� SILL INSULATION. SECURE w/ I I p v I I - I J 013 WO I� ® 481' O.G. W J 5/5" DIA. x 12" LONG "J" 3 1/2 A4 T.J.I. 560 SERIES N QC 110 , p I I I Ell a W Q I I ANCHOR BOLTS ® 2'-b" - - - - - - - - F.J. ® I6" O.G. _ : dj = J J I I 1 I <I I = J Q O.G. (12 FROM CORNER5) O dJ " :: B - B B I I (3)2 x4 0 NEW B B I dJ I I STORAGE I I I �; B 73 � 1 m O � w A-3 - I 2-GAR �'P = m A-3 w A-3 Io N - 10'-6" RIDGE HT. I A-3 w E U SLAB ON GRADE vv afifi - - - - - - - -► I' 00 u0 I to I I I �r uw u- I I " I :` I GARAGE � I m m I 1 I ! � o z 4 POURED CONCRETE SLAB - I I IT x I 2)2"x4" p WITH 6"xb" 10/10 WWM ON 6" [L1 �p d , GROSS HA GH INDICATES (5EE GARAGE NOTE5, 1 �p m m I p I I m 3 r'' I __ = t!1 I LOAD BEA ING WALL THIS SHEET) I( _ -- �p- 1 IQ I I � p. (E.E = I I Q o a` COMPACTED GRANULAR u? V p l ABOVE (TYP) „ O I O O Q = I m I I N O O MATERIAL ON 95% I I d) - Q I 8 8 B. . F.J. ,- . - m COMPACTED FILL OR � ( � � � I � I I X La Date Revision/Issue VIRGIN 501L. ( I I I I - _ q/16/22 ISSUED FOR PERMIT I/8 /FT. PROVIDE WINDOW FALL 1 I m II/10/22 REV I A5 PER OWNER d PITCH x cr I I " I I Q I PROTECTION AS REQ D. 1 I N 1 5/8 GYP. BD. O ► (SEE WINDOW NOTE, I I 1() I I (TAPED 4 5PAGKLE 1 ( - I THIS ET I I dJ .. do) N I o A L- A A -' - - - - -- - J 3 GOATS MIN) L1 A 1 I - - - - - -1-- - - - I ON ALL WALLS 8 A-3 A L_L 2 I 2'-0" I I A L- O CEILINGS (TYP) 5- - - J- S_WS I Drawn By: I SECURE NEW HOLD DOWN I I - SECURE NEW HOLD DOWN p`_3 p = I I A_3 DB = FROM ABOVE TO FN . A5 = TO NEW (3)2"x4" CORNER BW ' O" IrtL. HT. - O PER DETAIL SHEET N 2 O WOOD POST (TYP. ® ALLEt I T O I ( BW _ I I I I (2)2"x4" 2-D 11 2)2' 4" (TYP. ® ALL LOGATIO 5) BW ' = D_ LOCATIONS) I-D _o„ P. lE E) Project# 20-011 2 2 x8 HDR. 2 2 x8 HDR. _ N (2) 3/ "x3-/2" LVL H - - - - - -�L- L - - - - AGW2 44-2 - - - - - J Scale ADH 24b ADH 248 % " '� AS NOTED 2'-b" 22'-6" 2-b -7 11 -3 5 7 (TEM EKED) ° 2'-6" 2'-O" 2'-O" 3'-0" 5'-5" 7'-4" 4'-10" 5'-5" 4 Ak GS-WSP 5-WS 251-0�1 WS GS-W5P (ED cv 5-WS pa ('y Date 3.21' BRACE WALL REQURIED 8/31/22 m DL m DT b.O' BRACE WALL PROVIDED 8.64' BRAGE WALL REQURIED 23'-O" Sheet# I II�I �IPLAN. ci.O' BRACE WALL PROVIDED �I I IFOV1 `CD TIOI `� CTOR AS REO'D FIRST FLOOR PLAN 0 AS PER SEG�TION R314.2 3 O THE 2020 SEGO I `�D FLOOR PLAN R.C.N.Y.5. INSTALL AS PER MANUF' REQ'D SCALE: 1/4"=1'-O" SCALE: 1/4"=I'-O" SCALE: 1/4"=I'-O" 0 N O 7 0 J L 3 GENERAL BUILDING NOTES: = VALLEY CENTERLINE C �pRE � WALL LEGEND1. ALL WOOD CONNECTIONS o ... E '" TO BE STRAPPED AS PER Q Z NO FASTENERS WITHIN 6 OF GENTERLINE EXTRA FASTENER I N END F . SHEET N 1 s1 N 2. O SHINGLE M ........................... EXISTING WALLS TO REMAIN .......:;: W o U 2. ALL LUMBER TO BE -- - - - - - - - - - -- LEAST 12 BEYOND i ,, XT D SHINGLE AT L [- - -- - - - - - -- - - - 1 . ..::-:.... :..:. .:....::: :::...:.. VALLEY GENTERLINE DOUGLAS FIR LARCH # 2. r -) ....... ...... ....... ..... ------------------ ..... CLIPPED CORNER SET I N ROOF CEMENT S _-----___-__ EXISTING WALLS TO BE REMOVED I I ........ ...........::.:..::: .......... . 3. PROVIDE P.T. LUMBER AT I I I I . . CARRY .... UNDERLAYMENT ACROSS VALLEY ..:............ . :......;:.:.;:- .. . . ALL APPLICABLE I I ° LOCATIONS (SEE P.T. I I CENTER FULL WIDTH ROLL OF WEATHER WATCH .:: .:...........:........ NEW WALLS 2 x4 WOOD = I I a ......:... ..,,... ....:........ -..-.' ....::. . ci ... :: LUMBER NOTES BELOW) :L :: c:..:. ° ui a LL i z 0 uW.I w STUDS I6 O.G. x 2 12 R.R. O Y WATERPROOF UNDERLAYMENT OR MINIMUM o c, -o �� o 5# U. f- w mww - - ° ° 5 MINERALIZED ROLL ROOFING IN VALLEY > x = o - m 0 W m p_ - - - -- - - _JJ L - - - - - ° UNDERLAYMENT Q ? W � = >- M O D S O - - -- - _ - f - 0 z P.T. LUMBER NOTES: `l � m � 8" P.G. FOUND. WALL � � � -I ° v O w v Q = a F- O F- .r: ,� �� -ALL HP. JOISTS IN CONTACT I I ° w a Q 0 w w H w w ON 16 x8 P.G. FTC. WITH CONC. SHALL I I a z o o _ Z = - - -- - BE PRESSURE TREATED I i�ROVIDE NEW "GOR-A-VENT" I I ° c7 g o�. w o v c o PROVIDE P.T. JOISTS I -300 GONT' RIDGE VENT NEW ROOF I I ° Z = m g � z o (AND/OR) P.T. BLOCKING AS I SEE DETAIL, THIS SHEET GENERAL NOTES: I (SEE ROOF GOV. I I ° v z o nc n REQUIRED (TYP. ® ALL I NOTES, THIS SHEET) I o a - z co Z. f- 0 1.) PROVIDE _�I MPSON B SERIES JOIST HANGERS LOCATIONS) I I � I I (n Cn U_ � � o AT ALL API�L I GABLE LOGAT IONS. I I 4 I I SHINGLES TRIMMED 2" BAGK FROM _ ? F Q a -ALL CONNECTORS / VALLEY CENTERLINE CONNECTIONS IN CONTACT w/ I� PROV'D C52O COIL -00 2.) ALL BUILT UP LYL HEADERS TO BE AGQ (P.T) LUMBER MUST BE I 0 STRAPS OVER RIDGE I I N BOLTED Off: NAILED AS PER APPROVED BY MANUF', I I � TO EACH ROOF RAFTER I I N n MANUFAGTURER'S REQUIREMENTS. AND MUST HAVE A FINISH B` I i i I B � T N M E WITH EXTRA CORROSION E >: ICN • RESISTANCE OF EITHER A-3 I J ( A-3 N N 5.) DOUBLE ALL FLOOR JOISTS UNDER STAINLESS STEEL, HOT-DIP I I °� I I ui Z N ca GALVANIZED(HDG OR ZMAX I I ti t Q PARALLEL WALLS. PROTECTION. I I I I a N N o I m II owMM ~ 4.) ALL HEADERS NOT INDICATED TO BE MIN. I I 2"A2" R.R. 2"A2" R.R. I ' CLOSED OUT VALLEY GON5TRUGTION WL I— Lu ' (2) 2"x8" DOUG. FIR. LARGH # 2, I ® 16°o.G. ® 16"o.C. I a a m ROOF COVERING NOTES: I I I I N.T.S. v -ROOF SLOPE (>4:12 � UP): - 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GE I L I NO 30 YR. ASPHALT ROOF $ ROOF OPENINGS. (TYP.) SHINGLES ATOP 30# BLDG. FELT, ATOP PLYWD. AS I L I I SHINGLE RIDGE GAP GOR-A-VENT INDICATED ON SECTION. L ___ -� (- _-_=_=- J V-300 RIDGE VENT 6.) ALL WOOD POSTS TO REGE I VE SOLID WOOD BLOGK I NG -ROOF SLOPE (2:12 - 4.12): r ROOF SHEATH I N DOWN TO FOUNDATION OR GIRDER BELOW 35HolN R. ASPHALT (2)OLOAYERS - 2"xl2" 2 12" R.R. �v� O U OF 30# BLDG. FELT w/ _ � I6 O.G. _ SHINGLES �„ A I I A FELT PAPER 7.) ALL NEW RAILING TO BE 3'-0" HIGH RAILING AS PER OVERLAPPED SEAMS, ATOP I I � PLYWD. AS INDICATED ON A-3 I I A-3 �/8° N.Y.S. CODE. ( O.G. SPAG I NO AS TO NOT ALLOW PASSAGE SECTION. I I I I A U OF A 4" OR GREATER SPHERE.) COLOR AND STYLE TO -ROOF o ; 2 - : I I I I U) W BE SELEGTED BY OWNER -"LIBERTY" SELF ADHERING ��__ __ _=___J� RAFTER '� L „ BYW GAF , INSTALL I AS PER � �� " RIDGE BOARD 8.) ALL GATHE:DRAL GE I L I NOS TO REGE I VE 8-1/4 R-30C MANUF' SPECS. ATOP PLYWD. O U BATT INSUL. W/ "RAFT-R-MATE" BY OWENS GORNING AS INDICATED ON SECTION o TO ALLOW FOR ADEQUATE VENTING. -COLOR d STYLE TO BE RAFTER DETAIL SELECTED BY OWNER cf.) ALL FLOOR FRAMING TO BE AT 12" O.G. UNDER ALL BATHS / KITCHEN AREAS. NOTE. ROOF FLOOR PLAN - -ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING COR VENT V-500 TYP. DTL . OLA55 WINDOWS AS MANUFACTURED BY "ANDERSEN" OR SCALE: I/4"=I'-O" EQUAL. DP3O A SERIES. N.T.S. W EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME BRACED WALL CALCULATIONS (ONE BRACED WALL PANEL) MIN. 3"xl I-I/4" NET�FiEADER STEEL HEADER PROHIBITED IF 1/2 SPACER IS USED, PLACE I tV ABBREVIATIONS LEGEND FIRST FLOOR SECOND FLOOR 2'-I5' FINISHED WIDTH OF OPENING ON BACKSIDE OF HEADER FASTEN KING STUD TO tu tn FOR SINGLE OR DOUBLE PORTAL HEADER WITH 6 16D V AFF. - ABOVE FINISHED FLOOR fu AVG. - AVERAGE BRACED WALL LINE I-A I-B I-G I-D 2-A 2-5 2-0 2-D TENSION STRAP PER SINKERS J Z } }- CANT' - CANTILEVER PONY WALL --1 Z G.S. - COLLAR BEAM HE TABLE TE SIDE (ON CL •� W G.J. - CE:ILING JOIST RbO2.1O.3 RQUIRED LENGTH OF BRACING c�HE TMI N)I� � IL W Q Q V G.L. - CENTER LINE O 0 (f) mQ GLG' - GE:ILIN o0000 0000o O40 G.M.U. _ CONCRETE MA5ONRY UNIT R6O2.1O.3(U 9.31' q.31' 10.16' 10.16' 4b' 4b' 4.83' 4.83' D ° ° ° ° IF NEEDED PANEL ° ° ° ° ° r GONT' CONTINUOUS � ° ° ° SPL I GE EDGES SHALL ° ° ° ° ° � < G.T. - COLLAR TIE R6O2.1O.3(2) DBL. - DOUBLE = FASTEN SHEATHING TO HEADER WITH 8D NAILED OVER AND N FASTEN TOP NAILED TO COMMON � ry � DIA. - DIAMETER COMMON OR GALVANIZED BOX NAILS IN 3" PLATE TO HEADER WITH ,J D.J. - DECK JOIST I. EXPOSURE GATEGORY 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 GRID PATTERN AS SHOWN BLOCKING WITHIN THE TWO ROWS OF I6D MIDDLE 24" OF THE SINKER NAILS AT 3" O.G. N D.W. - DISHWASHER ( w EA. - EACH HEADER TO JACK-STUD STRAP PER TABLE PORTAL-LE6 HEIGHT. TYP. m E.E. - EACH END 2. ROOF EAVE TO RIDGE HEIGHT 0.&5 0.85 0.&5 0.&5 0.10 0.10 0.10 0.10 R6O2.1O.6.4 ON BOTH SIDES OF OPENING ONE ROW OF 3" O.G. E.P. - ELEGTRIC PANEL p y OPPOSITE SIDE OF SHEATHING NAILING IS REQUIRED C F- IN EACH PANEL EDGE, Q U EXT. - EXTERIOR 3. STORY HEIGHT 1.00 1.00 1.00 1.00 OA5 OA5 OA5 OA5 � � MIN. DOUBLE 2"x4" FRAMING COVERED MIN. 3/8" WOOD m FLOOR JOIST � WITH MIN. 3/8" THICK WOOD STRUCTURAL STRUCTURAL PANEL a: Z F.P. - FIREPLACE Z - PANEL SHEATHING WITH 8D COMMON OR TYPICAL PORTAL c 0 F.R.S.G. - FIRE RATED SELF CLOSING 4. NUMBER OF BRACED WALL LINES 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 - O FRAME CONSTRUCTION SHEATHING 3 FTC' - FOOTING i GALVANIZED BOX NAILS AT 3" O.G. IN o 0 CALV. - GALVANIZE:D 5. ADDITIONAL &00 POUND HOLD-DOWN O ALL G (STUDS AND SILLS) AS MIN. DOUBLE (:,K ! POST G.C. - GE:NERAL GONTRASTOR DEVICE NA NA NA NA NA NA NA NA (KING AND JACK STUD) HDR. - HEADER NUMBER OF JACK STUDS Date Revision Issue INSUL. - INSULATION 6. INTERIOR GYPSUM BOARD NA NA NA NA NA NA NA NA Rb02.1O5� OF PANEL PER TABLE PER TABLES R 02.70)4(2) MANUF. - MANUFACTURER q/I6/22 ISSUED FOR PERMIT MECH. - ME:GHANICAL MIN. (2) 1/2" DIAMETER ANCHOR BOLTS 11/10/22 REV I A5 PER OWNER a M.O. - MASONRY OPENING 7. GYPSUM BOARD FASTENING NA NA NA NA NA NA NA NA INSTALLED PER SECTION R4O3.1.6 WITH O.G. - ON CENTER o . . 2"x2"x3/I6" PLATE WASHER O.H. - O\/ERHANG 8. HORIZONTAL BLOCKING NA NA NA NA NA NA NA NA P.G. - POURED CONCRETE I t I I I I P.T. - PRESSURE TREATED I I' "o :� '. ' lam`•. Drawn By: ry R.B. RIDGE BOARD REQUIRED LENGTH OF BRACING 7.a1 7.�i1 8b4 Sb4 3.06 3.06 3.21 3.21 - R.BM. - RIDGE BEAM DB RF. _ R IRED R6O2.1O.5 MINIMUM LENGTH OF BRACED ib"/35" 24" 32" 24" 24" 24" 24" 24" OVER G01�lGi?ET OR M,4501�1RY $LOGfG 1=OUN1��4TION ANCHOR BOLTS PER Project# R.R. - ROOF RAFTER WALL PANEL � R.T. - RAFTER TIE SECTION R403.1b 20-OCf� 5PEG5' - SPECIFICATIONS T.M.E. - TO MATCH EXISTING - _ FRONT El Scale U.SP - CAL UN71ER51DE FI R602,10h.4 AS NOTED Ir' VERIFY IN FIELD y.1•P, - ------ HOOD POST EXTERIOR WALL CONSTRUCTION NOTE: WD. - WOOD ALL EXTERIOR WALLS ARE DESIGNED A5� "TYPE 11" PERFORATED METHOD GS-FF - GONT I NUOUSLY Date 8/31/22 HATER METER SHEARWALLS. SHEATHING TO BE MIN. I/2 WOOD STRUCTURAL N E.M. - ELECTRIC METER PANELS ON EXTERIOR ATTACHED W/ SD COMMON NAILS ® 6" O.G. SHEATHED PORTAL FRAME PANEL GON5TRUGT I ON G.M. - GAS METER AT PANEL EDGES AND 12" O.G. IN FIELD. EXTERIOR SHEATHIN Sheet# SHALL BE CONTINUOUS FROM BOTTOM PLATE TO THE UPPER TOP dI PLATE, WITH ALL PANEL EDGES OVER FRAMING. HOLDOWNS ARE N.T.S. REQUIRED AT EACH END OF PERFORATED SHEAR WALL. o 0 o N O s U 7 GENERAL NOTES: TABLE N 1 102.4. 1 .1 (R402.4.1 .1) I.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS TYP. ROOD CONSTRUCTION: PROVIDE NEW "GOR-A-VENT"--\ AIR BARRIER AND INSULATION INSTALLATION AT ALL APPLIGABLE LOGATION5. V-500 CONT' RIDGE VENT •Z• oR O ASPHALT ROOF SHINGLES TO MATCH EXIST (SEE DETAIL, SHEET A-2) PROV'D C520 COIL STRAPS- T.O. A ROOF (SEE ROOF COVERING NOTES, SHEET A-2) OVER RIDGE TO EACH ROOF RAFTER COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA - - 30# BLDG. FELT I-3/4"xl4" LVL RIDGE BOARD a 2.) ALL BUILT UP LVL HEADERS TO BE o �Via,��:.- 1/2 EXTERIOR GRADE PLYWOOD GDX o M � BOLTED OR NAILED A5 PER - " " " ' o 2 xl2 R.R. ® I6 O.G. (2)2 xl2 G.T. ry s ��• MANUFAGTURERI S REQUIREMENTS. N � ,�, THROUGH BOLTED A CONTINUOUS AIR BARRIER SHALL BE �� b�0Na PROVIDE ICE SHIELD �, S �P m UNDERLAYMENT A5 PER W/ 1/2" DIA. BOLTS INSTALLED IN THE BUILDING ENVELOPE.-- --� ® 48" O.G. AIR-PERMEABLE INSULATION SHALL NOT 3.) DOUBLE ALL FLOOR JOISTS UNDER in SECTION RcIO5.l.2 OF THE 12 GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE BE USED AS A SEALING MATERIAL. 2020 R.G.N.Y.S. (TYP. ® GONTAIN5 A CONTINUOUS AIR BARRIER. PARALLEL HALLS. - T.O. PLATE ALL LOCATIONS) f11.5 �� BREAKS OR JOINTS IN THE AIR BARRIER o (3 U. , z (2)2"x4" CONY TOP PLATE _ '� SHALL BE SEALED. o it ~ cwi o. O '. O O 4.) ALL HEADERS NOT INDICATED TO BE MIN. - T.O. WINDOW „AZEK" BEAD BOARD SOFFIT THE AIR BARRIER IN ANY DROPPED w o w p o Q F" ~ (2) 2 x8 D000. FIR. LARGH # 2. N w/ GONT. VENT STRIP 0 Z _ M m O � O „ „ , „ O GEILING / SOFFIT SHALL BE ALIGNED WITH Q - 3-0 '� aI`_WW � z = WF- pF- � 5/4 x8 AZEK FASCIA BOARD, T THE INSULATION IN ANY DROPPED w 0 O w � a a z x z v _ _ �. ME INSULATION AND ANY GAPS IN THE AIR w I.- 5.) a w w 1- w w DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, GEILING N COLOR 8 STYLE TO BE r S ORAOE \ BARRIER SHALL BE SEALED. GEILING/SOFFIT SHALL BE ALIGNED WITH a z p Q O a WW � - W E SELECTED BY OWNER O CEILING ATTIC, o w x w m 3 z i THE AIR BARRIER. O v o O 4 ROOF OPENINGS. (TYP.) %z AGGE55 OPENINGS, DROP DOWN STAIRS Z_ a D w -J w ~ O w v m 5" ALUMINUM GUTTER $ LEADER OR KNEE WALL DOORS TO UNGONDITIONED § 2 x m m E w O o m_ w a Ity: �� ATTIC SPAGES SHALL BE SEALED. g 5 z o = • w U) 6) ALL WOOD POSTS TO REGE I VE SOLID WOOD BLOGK I NG cv T.O._ FLOOR �'{�_ h(ALL GONST: - -- ------------ � o a z a Q z O � ~ Q DOWN TO FOUNDATION OR GIRDER BELOW NEW HORIZONTAL CLAPBOARD 51D1E CAVITIES WITHIN GORNERS AND HEADERS T u) a ELL N U.T.O. PLATE THE JUNCTION OF THE FOUNDATION AND OF FRAME WALLS SHALL BE INSULATED �- F y = z a �I 1/2" EX" BUILDING WRAP PROVIDE TJI BLOCKING 51LL PLATE SHALL BE SEALED. BY GOMPLETELY FILLING THE GAVITY �.) ALL NEW RA I L 11�1G TO BE 3 -O HIGH RAILING A5 PER I/2 EXTERIOR PLYWOOD GDX WITH A MATERIAL HAVING A THERMAL T.O. DOOR AS REQUIRED, 8'-O" O.G. 3-I/2"xl4" T.J.I. WALLS N.Y.S. GORE. ( O.G. SPAGINO AS TO NOT ALLOW PASSAGE �HORIZONTAL AL BLOCKING O. . MAX. SPACING (TYP. ® 560 5ERIE5 THE 5/8" GYP. BD. TOP U EXTERIOR RIOR WAL OF THE OS HALL AND THE RESISTANGE OF R-3 PER INGH MINIMUM. o OF A 4" OR GREATER SPHERE.) COLOR AND STYLE TO 1 -o ALL LOCATION5) F.J. ® ib O.G. 4TAPED -0 EXTERIOR THERMAL ENVELOPE N LO SPAG SEALED. INSULATION FOR FRAMED WALLS SHALL ui BE SELECTED 13Y OWNER _ N = 3 GOATS MINA o �: :: � �i NEW ON ALL WALLS 4 KNEE WALLS SHALL BE SEALED. BE INSTALLED IN SUBSTANTIAL CONTACT N N p � -11 _ (2)2 x4 P.T. SILL PLATE ON d� - 2-GAR AND CONTINUOUS ALIGNMENT WITH THE . c ti = 8.) ALL CATHEDRAL GEILING5 TO REGEIVE S-1/4" R-300 d1 O COPPER TERMITE SHIELD w/ CEILINGS (TYP) AIR BARRIER. ui Z N �° L BATT IN5UL. W/ "RAFT-R-MATE" BY OWENS GORNING r SILL INSULATION. SECURE w/ G,�RAGE > " < W im 5/8 DIA. x 12 LONG J (� GARAGE I/2 CONTINUOUS t� N N 00 THE SPACE BETWEEN FRAMING AND z a T_�o TO ALLOW FOR ADEQUATE VENTING. ANCHOR BOLTS ® 2'1 NOTE5, SHEET A-1) PRE-MOULDED WINDOWS, SKYLIGHTS AND o of Cl) M va �: EXP. JT• (TYP. 0 DOORS SKYLIGHTS, AND THE JAMBS OF WINDOWS w w fD W L O.G. (12 FROM CORNERS) ALL LOCATIONS) AND DOORS, SHALL BE SEALED. _J cf.) ALL FLOOR FRAMING TO BE AT 12" O.G. T.O. SLAB 8„ POURED GONG. FOUNDATION _ _ CL ('TRADE n n i1-111 III- ti ��'' �l1ilII I I I�I I I I I, V m WALL ON Ib x8 CONTINUOUS III-III=I .. . : t Y UNDER ALL BATHS / KITCHEN AREAS. .:.;=i=' __= 1_=iT'i=_ i 1I'i i1�1= ('-'I -'I 1-I I= - r__i_ - 11T_'I 11 111`- 1=1TI P CONCRETE FOOTING III= II=III=III=III=III=III=III=III=III=III=III=III=III=III- -1 I- -1 I-11I-11 Fill fill, 3 Z =I= RIM JOISTS SHALL INGLUDE THE AIR RIM JOISTS SHALL BE INSULATED.POURED _ III III III I I_ _ II I, RIM JOISTS WITH CONTINUOUS 2'1 KEYWAY 1-II-III -III-III-III-III-III-III-III-III-III-III-llli lull III;III-1 l II=III-III-111 III fill III-III-III-III III-III III-III- =III- :'. I- - II III I II III-III III-III III-III III=IIIIII-III- IIII -III III=III III--III- III_-III -III I11 �- =III BARRIER =III I : I I=III IIIIII-I I I_I I I=III ,III=��-" -III III=III III-III=III III=I i l_I I I -III-III=� t' " " 1=1 III=I =1 I=III-1 -1 I 1=1 1= I_I GENERAL BUILDING NOTES: I I''-III=III=III=11,= III III- " I-III- III=I __III=111111I�i' FLOOR FRAMING CAVITY INSULATION AND 3 5 REINFORGING BAR CONTINUOUS ON VIRGIN SOIL. TED - -II_IIL_III=III- WITH POURED 1�0 WWM ON AB III=III-I _III-III=III= SHALL F INSTALLED TO MAINTAIN NCRETE 5L ABBREVIATIONS LEGEND I. ALL WOOD CONNECTIONS FILL OR I TON VIRGIN SOIL. COMPACTED GRANULAR m AFF. - ABOVE FINISHED FLOOR • TO BE STRAPPED AS PER MATERIAL ON a5� U PERMANENT GONTAGT WITH THE AV6 - AVERAGE SHEET N-I � N-2. COMPACTED FILL OR UNDERSIDE OF SUBFLOOR DECKING. BUILDINOSECTION A-A ALTERNATIVELY, FLOOR FRAMING CAVITY J (�„ CANT - CANTILEVER VIRGIN SOIL. FLOORS INCLUDING THE AIR BARRIER SHALL BE INSTALLED INSULATION SHALL BE IN CONTACT WITH � .. 2. ALL LUMBER TO BE AT ANY EXPOSED EDGE OF INSULATION. THE TOP SIDE OF SHEATHING OR G.B. - GOUAR BEAM CANTILEVERED FLOORS AND DOU6LA5 FIR LARGH # 2. G.J. - CEILING JOIST SCALE: 1/4"=1'-0" FLOORS ABOVE GARAGES. CONTINUOUS INSULATION INSTALLED ON G.L. - CENSER LINE 3. 5/8" TYPE "X" GYP. BD. CL6' - CEILING cn (TAPED d SPAGKLE:D - 3 THE D RS D O 00 FRAMING; AND EXTENDING FROM THE BOTTOM TO THE G.M.U. - CONCRETE MASONRY UNIT PROVIDE NEW "GOR-A-VENT" TOP OF ALL PERIMETER FLOOR FRAMING Cow, - CONTINUOUS GOATS MIN) ON ALL WALLS , G.T. - COLLAR TIE 4 GEILING5 TYR ROOF GONSTRUGTION: II D GONT RIDGE VENT MEMBERS (SEE DETAIL, SHEET A-2) DBL. - DOUBLE 4. NEW 3/4" PLYWD. SURFER. ASPHALT ROOF SHINGLES TO MATCH EXIST EXPOSED EARTH IN UNVENTED CRAWL CRAWL SPACE INSULATION, WHERE O U DIA. - DIAMETER 1-3/4"A4" LVL RIDGE BOARD NAILED 8 GLUED T.O. ROOF (� ROOF COVERING NOTES, SHEET A-2) PROV'D 0520 COIL STRAPS SPAGES SHALL BE COVERED WITH A PROVIDED INSTEAD OF FLOOR �+ D.J. - DECK' JOIST - - 30# BLDG. FELT OVER RIDGE TO EACH ROOF RAFTER CRAWL SPACE WALLS GLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY '" D.W. - DISHWASHER 1/2" EXTERIOR GRADE PLYWOOD GDX 4.5 2 OVERLAPPING JOINTS TAPED. ATTAGHED TO THE WALLS. EA - EAC14 5. PROVIDE P.T. LUMBER AT - 2"xl2" R.R. ® 16" O.G. E.E. - EACH END ALL APPLICABLE NE.P. - ELECTRIC PANEL LOCATIONS II P.T. - PROVIDE ICE SHIELD " d) DUCT SHAFTS, UTILITY PENETRATIONS, EXT. - EXTERIOR- FLOOR JOIST LUMBER NOTES BELOW cn UNDERLAYMENT AS PER 2-0 -- - -- AND FLUE SHAFTS OPENING TO SECTION Ra05.1.2 OF THE SHAFTS, PENETRATIONS EXTERIOR OR UNCONDITIONED SPACE F.J. F.P. - FIREPLACE 2020 R.G.N.Y.5. (TYP. ® - SHALL BE SEALED. F.R.5.0. - FIRE RATED SELF CLOSING T.O. PLATE ALL LOGATION5) • - - BATTS IN NARROW CAVITIES SHALL BE FTCG - FOOTING P.T. LUMBER NOTES: - 5 ALUMINUM GUTTER LEADER (2)2 xl2 G.T. GALV. - GALVANIZED -ALL WD. JOISTS IN CONTACT T.O. WINDOW „ „ �p THROUGH BOLTED GUT TO FIT OR NARROW CAVITIES G.G. - GENERAL GONTRAGTOR WITH -0. J SHALL (V 5/4 x5 AZEK FA501A BOARD, ' W/ 1/2" DIA. BOLT5 NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT HDR_ - HEADER COLOR 4 STYLE TO BE _ O ® 48" O.G. I'-0" ON INSTALLATION READILY CONFORMS IN5UL. - INSULATION BE PRESSURE TRE'°`TED' i SELECTED BY OWNER - TO THE AVAILABLE CAVITY SPACE. PROVIDE P.T. JOISTS dJ MANUF. - MANUFACTURER (AND/OR) P.T. BLOCKING AS ry "AZEK" BEAD BOARD 5OFFIT STORAGE AIR SEALING SHALL BE PROVIDED W MECH. - MECHANICAL REQUIRED (TYP. ® ALL w/ GONT. VENT 5TRIP `9 GARAGE SEPARATION BETWEEN THE GARAGE AND M.O. - MASONRY OPENING LOGATION5) OVID CONDITIONED SPAGES. O.G. - ON CENTER (2)2"x4" CONT' TOP PLATE O.H. - OVERHANG cV T.O. FLOOR REGE55ED LIGHT FIXTURES INSTALLED REGESSED LIGHT FIXTURES INSTALLED IN to a P.G. - POURED CONCRETE -ALL CONNECTORS / - TYP. hIALL GONST: - - ------- - -- RECESSED LIGHTING IN THE BUILDING THERMAL ENVELOPE THE BUILDING THERMAL ENVELOPE SHALL -I ,Q P.T. - PRESSURE TREATED CONNECTIONS IN CONTACT w/ BOARD 4 BATTEN 51DIN6 SHALL BE SEALED TO THE 5URFAGE. BE AIR TIGHT AND IG RATED. Q R.B. - RIDGE BOARD AGO II LUMBER MUST BE T.O. PLATE I_ U R.BM. - RIDGE BEAM APPROVED BY MANUF', TYVEK BUILDING WRAP PROVIDE TJI BLOCKING IN EXTERIOR WALLS, BATT INSULATION Lu 11 AND MUST HAVE A FINISH 1/2" EXTERIOR PLYWOOD GDX " " SHALL BE GUT NEATLY TO FIT AROUND Q REQ - REQUIRED T.O. DOOR AS REQUIRED, e,-O O.G. 3-I/2 xl4 T.J.I. W z RF. - ROOF WITH EXTRA CORROSION - 2"x4" WD STUDS ® 16" O.G. MAX. SPACING (TYP. ® 560 SERIES WIRING AND PLUMBING OR INSULATION RE-515TANCE OF EITHER W/ HORIZONTAL BLOCKING " 5/50 GYP. BD. PLUMBING AND WIRING THAT ON INSTALLATION, READILY U to R.R. - � TIE STAINLESS STEEL, HOT-DIP ALL LOCATIONS) F.J. ® I6 O.G. TAPED 4 SPAGKI_ 1�-0" CONFORMS TO AVAILABLE SPACE, SHALL N Z } Z R.T. _ 5PECS' - SPECIFICATIONS 6ALVANIZED(HD6 OR ZMAX N � NEW 3 COAT5 MIN) EXTEND BEHIND PIPING AND WIRING. � W T.M.E. - TO MATCH EXISTING PROTECTION. dJ -IYI�, - TYPICAL d� Q (2)2"x4" P.T. SILL PLATE ON 0 2-GAR OCEILp CEILINGS (TYP) THE AIR BARRIER INSTALLED AT EXTERIOR0 U)Q < v U5. - UNDERSIDE ' COPPER TERMITE SHIELD w/ GARAGE SHOWER / TUB ON EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS EXTERIOR WALLS ADJACENT TO to [A V.I.F. - VERIFY IN FIELD r 51H INSULATION. SECURE w/ (SEE GARAGE 1/2" CONTINUOUS WALL SHALL SEPARATE THEM FROM THE 5HOWER5 AND TUBS SHALL BE INSULATED. w its H.P. - WOOD P05TNOTE: 5/&" DIA. x 12" LONG "J" NOTE5, SHEET A-1) PRE-MOULDED SHOWERS OR TUB. 1" WD. - WOOD SEE 5HT. N-2 FOR RAFTER „ EXP. JT. (TYP. @ < N.M. - WATY-R METER TO PLATE TO STUD ANCHOR BOLTS 02-6 ELEGTRIGAL / PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED Z N T.O. SLAB ALL LOCATIONS) U) � E.M. - ELECTRIC METER CONNECTION INFO. (TYP) - O.G. (12" FROM CORNERS) EXTERIOR WALLS BEHIND ELEGTRIGAL AND GOMMUNIGATION (� GRADE " 1_I r - : ;� I-11111111 BOXES. ALTERNATIVELY, AIR-SEALED J G.M. - GAS METER 8 POURED CONG. FOUNDATION III=III=I :: k a ,v - - " i1=III- -.. -i=1 1 �i=i--i 1= =_i-i I.1= = 1_i-I i= = 1=i_i1=__=11=1 -11-'=1 i--I_=1 -- _ 1-1 1=.1=:` Z 1 BOXES SHALL BE INSTALLED. y - - 11=III=I I I=I I I I I-=I 11 I 1 I I 1 I, 1 I I- 111=111=1 11=1 11-i-i R I R I 1 1 I I- I I I-111-111 -1 1- III--III III. III- 111-111 1 I 1 1 I 1 11 I -III- WALL ON I6 x8 CONTINUOUS — _ _ _ POURED CONCRETE FOOTING I-1 -1 -1 I-1 -11I-1 =1 I-1I-1 lI iI I II III;III=1 =1I-1I-1-I;III„Il l l iI -1I I III-1I-i -1 1=III-1 -1I-1I-1 I- °' MM II III . tIT I III I_II III III III III III III-_III- III„ II ill-III III III-III III-III III=III � -III HVAG SUPPLY AND RETURN REGISTER WITH CONTINUOUS 2"X4" KEYWAY I I P. 1=III III -III 1j 11111 .III=III-' " l l l ll1II II II II I II I1.1111 i ll l ll l ll l ll l lI : t-F I I-, III ' -III III III=III III- _ = BOOTS THAT PENETRATE BUILDINGAND (5) #5 REINFORCING BAR ! I 1=1 -III=1 1=1 4 POURED CONCRETE SLAB -111-III III III III- 1= -_- 1 1 HVAG RE615TER BOOTS 06-" WITH 6"xb" 10/10 WWM ON 6" —"I=III -III �I 1 1I1=1 -I 1=1 THERMAL ENVELOPE SHALL BE SEALED TOCONTINUOUS ON q5% COMPACTED -1 1-1 IIITI- FOUNDATION NOTE #I_ FILL OR I TON VIRGIN SOIL. COMPACTED GRANULAR "I 1iI_=1I1= THE SUBFLOOR, WALL COVERING OR £ BOTTOM OF NEW FOUNDATION MATERIAL ON c15% GEILING PENETRATED BY THE BOOT. z a, ASSEMBLY TO BEAR. ON qS:K COMPACTED FILL OR WHEN REQUIRED TO BE SEALED, 3 COMPACTED FILL OR I TON VIR61N SOIL. CONGEALED FIRE 5PRINKLER5 SHALL o a (2,000 P5F), 501L BEARING 13UILDINOSECTION f5NI ONLY BE SEALED IN A MANNER THAT 15 CAPACITY. G.G. TO VERIFY CONGEALED SPRINKLERS REGOMMENDED BY THE MANUFACTURER. 501L CONDITIONS PRIOR TO GAULKING OR OTHER ADHESIVE SEALANTS Date Revision/Issue POURING NEW FOUND. 4 TO SCALE: I/4„_-I O" SHALL NOT BE USED TO FILL VOIDS CONTACT ARGHITECT IF BETWEEN FIRE SPRINKLER COVER PLATES q/16/22 15SUED FOR PERMIT POUR 501L GONDITION5 ARE AND WALLS OR CEILINGS. IIA0122 REV I AS PER OWNER � DISCOVERED. r a. IN ADDITION, IN5PEGTION OF LOG WALLS SHALL BE IN AGGORDANGE WITH THE PROVISIONS OF IGG-400. m 0 FOUNDATION NOTES o SHEATHING N N O 5/8" DIA FOUNDATION ANCHOR Drawn By: BOLTS ® 2-6" O.G. MAX. AND WEATHER RE515TANT MAX 1'-0" FROM CORNERS. BARRIER CONTROL JOINT I/8 WIDE (SEE DB 3 LATH FOUNDATION PLAN FOR MORTAR SETTING BED LOGATION5) Project# BUILDING NOTE: CULTURED STONE 6"x6" 10/10 WWM ~ 20-Oci m MAINTAIN UPLIFT CONNECTIONS LL, ® RAFTER ENDS AT NAILING MORTAR JOINT Scale PAD. TYP. FOR ALL I=ALSE VALLEY C:ONNEGTIOTlS. AL50 A5 NOTED MAINTAIN VENTILATION 4 POURED GONG. SLAB ON 6 MIL. 4 2x4 HD. STUD WALL =1III—I 1 I IIII1 I I=1 - o VAPOR BARRIER ON 6" Date If COMPACTED GRANULAR MATERIAL ON q5% COMPACTED FILL OR 8/31/22 "^ VIRGIN SOIL. PROVIDE EXPANSION CATH. CEILING NOTE_ JOINTS AT ALL EN05 AS REQ'D. -PROVIDE NEW HP. FURRING Sheet# 9 STRIPS @ I6 O.G. A5 REG CULTURED 5TONE ON PqD. 5TUD NALL TO ALIGN FINISHED OATH. CONTROL JOINT DETAIL L CEILING ABOVE +' N.T.S. 0 N.T.S. >r • 'o N Ory J N 7 t U L 3 Q � .. Q � easy ' Ly <v 0 A T.O. ROOF 4 T.O. ROOF - — - - - 4 -- c, wui aqf � o U- V Wl V = 2 N 12 5 N - - 5 wo � o � � � o ow � 4S� _ °- c� owva = 1--0 'z — I i _ ww a � OwwHwW ic1 12 (0 _ - = 10 a � ZO ,ai3O (L U)W T.O. PLATE tll.5 - T.O. PLATE - g � � x2W � Zo ~ za � w � Hcno � = T.O. WINDOW / \ T.O. WINDOW ® ® mZ_ 000 -� w - = w = wa OzOF- 0m 10 - - - 8 O N -I V: _ N in T.O. FLOOR T.O. FLOOR N 0 T.O. PLATE I I T.O. PLATE I I > uwtitia m T.O. DOOR T.O. DOOR z a 10 12 mm ED � � � lmJlmlI 12 O � v� U J � a: U: FL co dJ O cs,1 O 14 A� - r� - _ ✓. _ _ A. _ _ _ r� _ _ r� _ r�_ r� _ r� T.O. SLAB -- J - - --- !, - - _ !, - - _- !, - _- J, - - _- !, _ - --- !, - - _- !, - _- !,' T.O. SLAB -- GRADE GRADE ,j A U cn W ELEVATION LEGEND • FRONT ELEVATION 0 GOR-A-VENT V-300 RIDGE VENT 51 DE ELEVAT I ON SCALE: 1/4"=I'-O" (SEE DETAIL, SHEET A-2) SCALE: 1/4"=I'-0" 2 VALLEY FLASHING AT ALL ROOF/ROOF INTERSECTIONS. (SEE DETAIL, SHEET A-2) 30 YEAR ASPHALT ROOF SHINGLE 3 COLOR AND STYLE TO BE SELECTED BY OWNER. • (SEE ROOF COVERING NOTES, SHEET A-2) 4 NEW STANDING SEAM METAL ROOFING, COLOR 4 STYLE TO BE SELECTED BY OWNER CONGEALED ALUMINUM STEP FLASHING I 5 AT ALL ROOF/WALL INTERSECTIONS. 1 6 5/4"x8" "AZEK" FASCIA BOARD, COLOR 8 2 STYLE TO BE SELECTED BY OWNER 2 3 (D "AZEK" BEAD BOARD SOFFIT w/ CONT. VENT STRIP 3 Q 5" SEAMLESS ALUMINUM GUTTER5 AND LEADERS S DOWN TO NEW CONCRETE SPLASH BLOCKS I N T.O. ROOF 4 AT GRADE. (NOT SHOWN FOR CLARITY) 4 0 � z — — — w Uw HORIZONTAL CLAPBOARD SIDING, COLOR AND - J Z } }" 12 Q STYLE TO BE SELEGTED BY OWNER W < Z 4.5fi— to 10 BOARD 4 BATTEN 5101NO BY "GERTAINTEED" 6 COLOR $ STYLE TO BE SELECTED BY OWNER _ IO O T.O. PLATE I I 5/4"xb"xb" "AZEK" CORNER BOARD - - �- T.O. WINDOW � - -- - — 12 / \ HIGH PERFORMANCE INSULATING WINDOW5 4 GLA55 �j �y II / \ 8 I2 DOORS AS MANUFACTURED BY "ANDER5EN" OR EQUAL. J A 5ERIE5 N w - a 3 Y2" WIDE WINDOW 8 DOOR TRIM GASIN(9 10 COLOR AND STYLE TO BE SELEGTED BY OWNER. — — S M O NEW CULTURED STONE (COLOR d 51YLE TO BE 5ELECTED BY U a 14 OWNER), INSTALL AS PER MANUF. SPECS (SEE DETAIL, SHEET - - z T.O. FLOOR A-3) 01 T.O. PLATE d - II II o a _ T.O. DOOR 12 12 Date Revision/Issue 4/I6/22 ISSUED FOR PERMIT 13 13 IIA0122 REV I AS PER OWNER d1 O o 14 _ _ _ _ _ _ 14 ry Drawn By: T.O. 5LAf3 GRADE "> Project# 20-Oa-1 Q' Scale AS NOTED 4 0 Date 8/31/22 a P Sheet# 9 REAR ELEVATION 51DE ELEVATION o SCALE: 1/4"=I'-O" SCALE: 1/4"=1'-0" 0 3 - o a 7 t U L g INSULATED EXTERIOR STUD WALL INSTALL 1"RIGID INSULATION CUT TO PROVIDE BLOCKING AT AT EXTERIOR WALL (2)LAYERS RIGID TILE SURROUND FINISH FIT BETWEEN THE RAFTERS.FOAM 4 SEAL BOTH SIDES ALONG RAFTER STUD CAVITY AT SHOWER INSULATION \ 1"RIGID INSULATION INTERIOR CONDITIONED C� 0 ROUGH CUT AROUND SPACE CONTINUOUS BEAD OF v p WITH EXPANDING FOAM SEALANT. 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CONCRETE SLAB OF SEALANT 2 LAYERS RIGID WINDOW PERIMETER INSULATION °. ° D° . ' g.. D .. 1"THICK RIGID e ( ) PROTECTIVE ° INSULATION ° D °.° �'° S D PROVIDE BLOCKING AT INSULATION °° g STUD CAVITY AT TUB COVERING r, PROTECTIVE .° g ° ' AT EXTERIOR WALL EXPANDING FOAM SEAL NT CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD FINISH GRADE D° COVERING r. INSULATED EXTERIOR AT PERIMETER OF STU CAVI CONTINUOUS BEAD •' FINISH GRADIDE OF SEALANT CONTINUOUS BEAD STUD WALL SIDE VOF INSIDE PANEL OR"CHANNEL H ° OF ADHESIVE p — THIN-PROFILE WALL •. e : ---- D° ,°' p ° SHEATHING EXPANDING PERIMETE / n• CONTINUOUS SILL SEALER OF SEALANT FOAM SEAL //�//� -FULL WIDTH OF MUDSILL CONTINUOUS BEAD �. �. 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