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r1- �O�OSUFF64Cp Town of Southold 8/5/2023 ;-4 Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44413 Date: 8/5/2023 THIS CERTIFIES that the building BARN Location of Property: 2705 Indian Neck Ln,Peconic SCTM#: 473889 See/Block/Lot: 86.-5-14.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/11/2021 pursuant to which Building Permit No. 46854 dated 9/21/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: barn with entry landin ags applied for. The certificate is issued to HC NOFO LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46854 2/1/2023 PLUMBERS CERTIFICATION DATEDC\ ?Aor zed i afore FFQG TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY H 2 pyo_ `x�" fi�tr aT��rz 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 #: 46854 Date: 9/21/2021 Permission is hereby granted to: HC NOFO LLC 817 Broadway FI 4 New York, NY 10003 To: demolish (as per Town Code definition) and reconstruct an existing barn as applied for per DEC approval and Trustees Non-Jurisdiction letter. At premises located at: 2705 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-5-14.4 Pursuant to application dated 8/11/2021 and approved by the Building Inspector. To expire on 3/21/2023. Fees: FARM BUILDING-NEW $150.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 Bui c or �SOEF 1/rTOWN OF SOUTHOLD BUILDING DEPARTMENT N i 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#: 46854 Date: 9/21/2021 Permission is hereby granted to: HC NOFO LLC 817 Broadway FI 4 New York, NY 10003 To: demolish (as per Town Code definition) and reconstruct an existing barn as applied for per DEC approval and Trustees Non-Jurisdiction letter. At premises located at: 2705 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-5-14.4 Pursuant to application dated 8/11/2021 and approved by the Building Inspector. To expire on 3/21/2023. Fees: FARM BUILDING-NEW $150.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 4 uil ector 0f SOUP�,oI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 Q�yc0UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: HC NOFO LLC Address: 2705 Indian Neck Ln city,Peconic st: NY zip: 11958 Building Permit#: 46854 Section: 86 Block: 5 Lot: 14.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: C&C East End Elec License No: 61072ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Barn X INVENTORY Service 1 ph X Heat Duplec Recpt 37 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED 20 Exit Fixtures Sump Pump Other Equipment: 200A Panel 30 Circuit/7 Used Notes: Barn & Service Inspector Signature: Date: February 1, 2023 S. Devlin-Cert Electrical Compliance Form SOUIyO # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [y,� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tori Mod r 01/ id_00�1� a � �'/�r1 DATE 7 INSPECTOR �{ aOF SOUTy�Io �� # * TOWN OF SOU O BUILDING SOUTHOLD DEPT. G `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL R� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: 1 5 ,5vv&j4fA"f mqfo"- Y - - NA& 6vim 4" Ll (W tz L DATE INSPECTOR i ' CEIVE -; T .-- _ •.a�- —Mie._ -s'� —'%'F��"'_.c'r r _ SSP/� ' ,y S'•, Y N 'C. •. /�I` / �'�,.�'�� i � env..• �i .l � hTA'�• �?r,�-:+yr;'- �'' 1.+4^�'� F��?�� ��i��'l�r�'�i ,FJ /vfi= 1 �i ,..;,, 1. !e ..•.F:" Sv ^s dei. 7'�• ,?r7. t • a � ODANG APELIGRO f • a , t - � t Y1 . `, , 'i 1� Martin A. Passante Architect Lic. In N.Y., N.J., CT, MA,AZ, IN, IL, KT,VA,WV, DC, PA September 28,2022 Town of Southold 53095 Route 25 Southold,New York Att: Ms.Amanda Nunemaker,Plans Examiner Re: 2705 Indian Neck Lane,Peconic BP#46854 Amanda: Pleas accept this letter as certification that I have examined the footings, foundation & orate t 9q d at the above referenced location and find it to be in accordance with the 20 ;. P,r '(� a sidential Building code&all local codes,rules and regulations. s - $� C. 0231,14 -lei MPNbm rF of N - ' I JANLD' 1 X023 dUIL1)dwb OEM- 70W1V0F5 91!'d 46 178 Bayview Ave..Northport, N.Y. (631)747-1114 Fax (631)532-1315 FIELD INSPECTION REPORT DATE COMMENTS • b FOUNDATION(1ST) H -------------------------------------- FOUNDATION(2ND) . �i 0, v ROUGH FRAMING:& 1 PLUMBING . . f1 INSULATION.PER N.Y. STATE ENERGY CODE t Y AuVt� . r I .. l �1 FINAL. l I%/ t IA ADDITIONAL COMMENTS - �- pA .fie $ 150 .6c) e a. eS A if :E 07 (� . Wro H . r C z d b H �° `� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 littps://www.soutlioldtow-iuiy.gov Date Received APPLICATION LPERMIT 5 C.: For Office Use Only LC, .t 1 PERMIT N0. Building Inspector: �z AUG 1 1 2021 Applications and!farms-must be filled out in their entiretji,Incomplete . application uvili;not'kie accepted, U►ii:ere fihe Apptica,t,is not the ow"r ran Qwrier's Authoilzatio�form(1 a� '21 shali tie corrtpteted. Date:August 9, 2021 O`WNER{sj OF Pltt�t?I~RTY: Name: HC NOFO LLC. SCT M#1000-86-5-14.4 Project Address":2705 Indian Neck Lane," Peconic, NY 11958 Phone#:917-482-4439._.. Email:todd@horcap.com" ," Mailing Address:PO Box 869,Southold, NY 11971 tONTACT PERSON Name:Todd Feuerstein Mailing Addre1.ss:PO BOX 869,.Southold," NY 11971 Phone#:917-482-4439 Email:todd C horCap.com ::D DESIGN PROFESSIONAL INFORMATION:, . Name:Condon„Engineering, PC John Condon PE Ma11 iliqd ng Address:1755 SigSbee, Road, Mattitpck,' NY 11952 Phone#:631-298-1986 Email:condon77173@Optonline.net CON"I'1'i qOR IN.t=ORM,4TION: Name: Mailing Address: Phone#: .... ........ ... ...... DESCRIPTION.OF PROPOSED CONSTRUCTION, El New Structure ❑Addition ❑Alteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $75000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 Z "110 Existing use of property:Agricultural„ Intended use of property:AgrICUltural µ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes ©No IF YES, PROVIDE A COPY. A"" t 3�•Aft;el ini'",rb,e,omroer/co,tractoiJaeilgii of a€assional If responsible for all drainage and storm water issues as proyided,by. ""Chapter 236 of the.T"ft Code."APPLICATION-IS HERI BY-MADE v'the$uifdiiig'Dejiargnent.fa�-the issuance'of a BuiIding'Permit.pursuant to the Buitding zone• Ordinance of the Toara of south ild,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 vaith all applicable laws;,ordinances,building code, housing code and regulatiovs'in4d'taaiimit authorized inspectors on premises and in building{sj far necessary inspections.False statements made herein are' .punishable as a dais A misdemeanor pursuant to Section zz6.45 of thi new York state Penal taw... Application Submitted By(print name):John q9ndon, PE BAuthorized Agent ❑Owner Signature of Applicant: Date: August 9, 2021 STATE OF NEW YORK) SS: COUNTY OF ) John Condon, PE being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Engineer/Agent +� (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 there, it Sworn before me this _'�_dO- ay of 20 0 arg�qwLMON2AE62205080 of NewYork Qualified in Suffolk County PROPERTY OWNER rHORIZ 'ssion Expires May 04,20� (Where the applicant is not the owner) Todd FeuerSteln 53740 Main Rd, Southold, IVY 11971 I, residing at do hereby authorize Condon engineering, PC to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature TALIA F U RSTEIbate Notary Public,State of New York I �} fi"��1 __ No.01FE6283115su (� —� � �� Qualified in New-- Coun� , Print Owner's Name Commission Expires May 28,20a 2 Glenn Goldsmith,President ��QF S0(/�yO Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G • Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 �y�ouN% BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 27, 2021 John J. Condon, PE Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 RE: HC NOFO, LLC 2705 INDIAN NECK LANE, PECONIC SCTM#: 1000-86-5-14.4 Dear Mr. Condon: The Southold Town Board of Trustees reviewed your letter received in this office on August 12, 2021 and the site plan prepared by Condon Engineering, P.C., received on August 13, 2021, and determined that the proposed agricultural barn renovations are within Trustee jurisdiction; but that pursuant to Chapter 275-4(A)(1)(c) Permit Exceptions: "The ordinary and usual operations relative to bona fide preexisting commercial agriculture and horticultural operations landward of the wetland boundary" your project is considered exempt. Therefore, in accordance with the current Wetlands Code (Chapter 275) no permit is required. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 5k..- 44" Glenn Goldsmith, President Board of Trustees GG:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Ra®tan 1 SUNY 0 Stony Brack,50 Circle Road.stony Brook.NY 11790 P;(631)AAA-03651 FI(631)444-0360 vw+w,dtc.ny.gov April 8, 2021 HC NOFO LLC PO Box 869 Southold, NY 11971 Re: Application#1-4738-04785/00001 HC NOFO LLC Property: 2705 Indian Neck Lane SCTM# 1000-86-5-14.4 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621)we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Elyssa Scott Environmental Analyst cc: Condon Engineering BMHP File t`ttMORK Dapartinantof IMF( �va)�rgry ItftV(rQnn'tanint Coitsurvast(on NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04785 PERMIT Under the Environmental Conservation Law_ ECL Permittee and Facility Information Permit Issued To: Facility: HC NOFO LLC HC NOFO LLC PO BOX 869 2705 INDIAN NECK LNI1000-86-5-14.4 SOUTHOLD,NY 11971-0869 PECONIC,NY 11958 Facility Application Contact: CONDON ENGINEERING PC 1755 SIGSBEE RD MATTITUCK,NY 11952 (631)298-1986 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 714.038 NYTM-N: 4545.269 Latitude: 41'01'49.9" Longitude: 72'27'14.2" Authorized Activity: Removal of dilapidated structures and debris and the reconstruction of an existing barn.All work must be done according to the plan prepared by Condon Engineering,P.C.,dated 2/8/2021.EES. Note: The portion of the property landward of the 10'elevation contour as seen on the approved plans and referenced on the survey prepared by Fox Land Surveying,dated 8/10/2019 is beyond Article 25 jurisdiction. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04785/00001 New Permit Effective Date:4/8/2021 Expiration Date: 4/7/2026 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04785 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:KEVIN A KISPERT,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,/NY 117_9(0-3409 Authorized Signature: �`1. ""U Date/1 / ( Distribution List CONDON ENGINEERING PC Bureau of Marine Habitat Protection Elyssa E Scott 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. 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 Condon Engineering,P.C.,dated 2/8/2021. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 0 Facility DEC ID 1-4738-04785 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 materials 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 wetland adjacent 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. s. 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. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit,modification,amendment). 10. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. 11. Install,Maintain Erosion Controls Necessary erosion control measures,i.e.,straw bales,silt fencing,etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 12. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 13. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities,any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(631)444-0295 for more information. 14. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 15. 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. 16. State Not Liable for Damage The State of New York shall in no case be liable for any damage or Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04785 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. 17. 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. 18. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS -Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 0 Facility DEC ID 1-4738-04785 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 5 of 6 NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04785 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees, and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D:No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE OR FAX TO: 631-444-0272 Marine Habitat Protection E-Mail:dec.sm.R1MHP_BEH@dec.ny.gov NYSDEC 50 Circle Road SUNY@ Stony Brook Stony Brook,NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear Sir: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit,permit sign,and approved plans will be available at the site for inspection in accordance with general Condition No_1_ (Both signatures required) PERMITEE: DATE CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED REGULATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE,POST THE PERMIT SIGN,OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line X X X X X _X X NOTICE OF COMPLETION OF CONSTRUCTION AM- RETURN THIS FORM TO:COMPLIANCE OR FAX TO: 631-444-0272 Marine Habitat Protection E-Mail:dec.sm.R1MHP_BEH@dec.ny.gov NYSDEC 50 Circle Road SUNY@ Stony Brook Stony Brook,NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on .We have fully complied with the terms and conditions of the permit and approved plans.(Both signatures required) PERMITEE: DATE: CONTRACTOR: DATE: THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. ell, Mr RECEDIED ORR SEP 0 2 2021 ETERMIMA�� L-9-0-0-irlCi Tov-ji-1 TE1, DILAN USE_�D Plamirig Board InIU03 petermunation, ,jC7: 'Date Sent-__L!-v Prod Hayne: tv • Project Address. Zoning OlstdGE—R:� map I'lo.-II-00ar- 8,,ffotk G-ounty TtLxd. ReciO'O!- ph C; ........... ..... ..... -nentat,70��2�4 to 'On.and tuppeiUnd dbcw e ; 0 Bull I COPY Idn mitted.) out be., use r uses i VrOPOSE4 Use IAOt JIS I' is perrWitted.—A ether use Inifial DeterffiInatlion as to Oan r' jib - tre .16etennInaldon as to Onether site piatl is re,ciu7 re of Building inspector Sigh f (P.D.1 p Re--effal hii�,I)epartm Pia criment-IL--i--r /V _60m) 61 CIO lved- DLte Rece Ing.T) P.. Signature • Final DecIslon,'. • ;_,tp nf Rimciina In'nRc-tOr ---------------- Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com December 18, 2021 Mr. Michael J.Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: HC NoFo, LLC—2705 Indian Neck Lane, Peconic, NY Agricultural Barn Renovation SCTM: 1000-86-5-14.4 Dear Mr. Verity: Attached please find the revised plans for the above referenced project. Unfortunately, the existing brick foundation wall started to collapse and fall apart during the removal of the collapsed portion of the building. The foundation was not salvageable and had to be removed. Attached are four-(4) revised sets of plans showing the new foundation wall and details. Thank you for your assistance. Please call me if you have any questions. Yours tr ly Jo don, P.E. DEC 222®2l SUFFoc,�oo BUILDING DEPARTMENT-Electrical Inspector H x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 ��l Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date (^9r+()k 2021 Customer Name H I; 0 Electrician Name Ce C Q E) Address M (1lC Phone ( 3 1 + e-mail NY 11 e-mail @ m Phone License# ME- CQr 0701 Size C7C) A Phase 1 Overhead. Underground ',4, #of Meters _L Remarks #of Underground Lateralsl 1 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification i id for 10 I'al rom the date abo Authorized by �SUFFQI,Y C ING DEPARTMENT- Electrical Inspector ,ray® TOWN OF SOUTHOLD y = OCT 2 7 2%ow I Annex - 54375 Main Road - PO Box 1179 BUILDING DEPT. Southold, New York 11971-0959 TOWN OF SWTHOL E'elephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - seand(a7southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: / b Company Name: G a -b k�TyJ C1cWC CbK Electrician's Name: I✓NjG License No.: - ® Z Elec. email: Elec. Phone No: ❑I request an email copy'of Certificate of'CompliMice Elec. Address.: SCA .;b JOB SITE INFORMATION (All Information Required) Name: c Noo LL G Address: O c CbKi Cross Street: Phone No.: Bldg.Permit#: -email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESC[ZIP ION OF ORK, INCLUDE SQUARE FOOTAGE (PI ase Frintfllearly):e,0 /Ve-Zk5 N�n Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ©NO F-]Rough In ❑ Final Do you need a Temp Certificate?: YES 0 NO Issued On tMOC\ I A 1-21 Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: aO(9 A # Meters Old Meter# Klew Service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect 0 ndnderground❑Overhead #Underground Laterals 1 2H Frame F1 Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION .;y e ING DEPARTMENT- Electrical Inspector �' �•' '`� OCT Z T 2021 TOWN OF SOUTHOLD Tow I Annex - 54375 Main Road - PO Box 1179 New York 11971-0959 '� BUILDING DEPT. Southold, TOWN OF SOUTHOL 'telephone (631) 765-1802 - FAX (631) 765-9502 s -' rogerr(c�southoidtownny aav seand a(�southoldtov�rnn�r. ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 21/ Company Name: �� C-tc& c C&� ° Electrician's Name: e _ 0 License No.: - Q Elec. email: C.C. k ccW ub Elec. Phone No: ❑I request an email copy of Certificate of Compli4hce EIec. Address.: SQ Al6et 'PZ L\ic<v-1E. t � C(G JOB SITE INFORMATION (All Information Required) Name- C- -o Address: O i 6� L Cross Street: Phone No.: Bldg.Permit#: �` email: Tax Map District- 1000 Section: Block: Lot: BRIEF DESC IPTION OF WORK, INCLUDE SQUARE FQOTAGE (Pli ase rant le rly): )v Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YESNO ❑Rough In ❑ Final Do you need a Temp Certificate?: OYES 0 NO Issued On Zma Q -- 11-2 1-21 Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: A # Meters Old Meter# EKew Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect[ nnderground❑overhead # Underground Laterals 1 2H Frame Pole Work done on Service? My FX Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches R1 Outlets I. G FI's Surface Sconces I I � H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: G� v L � Comments: Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com September 1, 2021 Mr. Michael J. Verity Chief Building Inspector Town Hall Annex Building i _ 54375 Route 25 SEP 7 2021 `- P.O. Box 1179 Southold NY 11971 Re: HC NoFo, LLC—2705 Indian Neck Lane, Peconic, NY y_ Agricultural Barn Renovation SCTM: 1000-86-5-14.4 Dear Mr. Verity: Attached please find the letter of non jurisdiction from the Board of Trustees for the proposed agricultural barn renovation. Thank you for your assistance. Please call me if you have any questions. Yours t I ondon, P.E. ( - - N 4 IBCIOIaiO CREEK now or formerly _ d 0 Raw& W L m Mary P.Tlo�x><o z now 0 / \ ,onn Pontin a ♦♦� _ /♦♦ S. \ j or Gerold Weir formerly - ♦ ur to tpo &Undo Weir ow P°a ono o jaRy P n '+ LOCATION MAP l / .•, I i John A. now or rormeAy M. anelli&Joanne FFanelli ♦ r r � , I I � I 1 - i V° N8811730'W 188.74' / ."• i now or formerly / + ------ �_ //' r j. Deborah M.Pont.. --'axearxaraud ,---- -" - `"/ -------------- ----------- "" i / /" �� .... _ - ':/ I- --___-- �� l __ __ ' w� NVSDEC "dam' aEmyov® .•- .__ "� -_- `.'--_�---_- _ / APPROVEDASPERTERMS / Ex.9AWIio BE' ,� - -- ----" --� �_-- r enY+L_e9' AND CONOTTIONS OF ----- - —�� ♦ 3 9 esr PEararrNo 1-14 1 1 15 I ilx ft. - ' `�'��' '---- ♦♦� `/ 4' DATE '4 �SBS4lWS-- 17530' mss; '!♦ e 1 - s/ - -��/'`_/li -,. ♦♦♦♦ i ... a suis'+ai'+ lei ya,. '_ FmBaatm>rms Af awWwoN -�.• i/ m°i>En'ru�`xmsfO1rl4ms`"�� .,,. cosi s,s,fr '• l ;,,w= � ..� _ - n.er s. 's" SEK ' ncoEamxemOumAoB CR MUReaOYFD .Kr+ rea C"00140 1$ar ! x,31 ao YrJ`�Ex mcea �,r,,a m z� R1 varum, now a tormerlY eEAele]x1rA1mA9s�fwx°x i� xVRVEY B/F011lxlOHYIYEYeIe Town of Southold oAamxuOusr r4>Nf , t NOTE: I PLANS BASED ON TOPOGRAPRICAND BOUNDARY SURVEY REVISIONS BY FOX LAND SURVEYING DATED AUGUST IO.3819 It SGT.N.:DIST.1000 SEG 88 BL.K 5 LOT.7lA � = Condon Engineering,P.C. HC NOFO LLC. SITE PLAN sDNa:r=wa• N�wVah6�E�4vM�de wa4Pfi�axamb�dOm soxc AS SHOWN BARN RENOVATION paG„we¢feodl0•d„6mde1mmlRVmbd ngr,xd+eaatwa arwrw,nmary�,bay.eAa�,� p�br,� 1755 Sigsbee Road 2705 INDIAN NECK LANE OF Matftck,Naw Yak11952 531 29&1956 631 2W2651 fax PECONIC NY m1.nN•e,.r.dl+vam,•aa>mKroe.mhat�e t>,>�z'anort . .w,o. f. dwmar..a,r,�,e.�a®tm�d mmcondoneniihm ting.com SITE PLAN I I NN All B E `--� pqf- 010 RICHMOND CREEK now or formerly Rave & z Sandra ary p Tloczkowski fn 0 of merry P or _-- S73�1:2o-E ' yv 10 ° &C M of \ _ P� o �\n° - .13.78 / \ or formerly ec<y \\ Noc^a Gerald Weir & Linda Weir o {O< nO Of r r 00 N. 0 ���ro .15.2 ir PO 3° - ',� LOCATION MAP �q / 15-49 / I � / 1 / •17-p4 4+ �c / .15.87 Z � $ now or formerly I / John A. Fanelli & Joanne M. Fanelli .13.21 \ FD"0 .16.72 / .15.47 / 8.55 1` I / \ / .15.77 .17.60 / •16.42 I / / \I / ig .16.81 / m / .15.88 / .1264 / 9 I / l O / .14.44 // �� I •11.64 ^ 10.50 � O •10.52FM moi\ 3 l / Za4Y MIRE FENS oi; .16.75 / -�--- •13.26 i / / N88 07'30'w 166.74' N / 7.35 Z .17-00 / it w, / / // /' \ .13.53low. 15.91 Q / 15.91 i .4 9.48\'• �� •9.48 ___--_.--- now or formerly // �' ' - Deborah M. Pontino /---' EX 50.5X 30.0'BARN �0 -------- asM TO REMAIN AND BE -'`�'' /' / -'7.64 --- / ------ / / RECONSTR�It,`TED EX.MOBILE HqW // •9.4+ ---- -- �;yf /BEREMOVEb /^ / EX.BARN TO BE tN / REMOVED "` 11.57 cn PIPE+8.87 -o- i /0 9.61,\ �i // ' / '� 1.66 \ I •1.76 FOUND ' 1.. - - \ \ / I '53.14 W 88841'0f- 4ss S84 A . 0 , 45.24' 55.g7 23WZ ` �_0 +6.71 +6.75_- / •4.67 .=�� / \�, kNib 3 N#24 / SHED TO BE // / EDGE OF WETLANDS AS SHOWN ON c�71 N ---- N REMOVED -- / SURVEY BY FOX LAND SURVEYING ^ 9 W \ DATED AUGUST 10,2019 576'232 _6J' ' Q$'.Z•5� (30.90 42.92 RVA1N5"ED / 1 Fey 114.83 S78'4T48 EX.DEBRIS AND GARBAGE VDM of 11 1 8.6' 0�D C N84'29'00'WTO BE REMOVED T - 1 8'p4 27.W 28.62' 1 C;14 1 175.00' I - --- �EX.EDGE OF J 1-54,3.W 82. s7w R WETLANDS / � MEAN HIGH WATER AS SHOWN ON no of. formerly of Southold SURVEY BY FOX LAND SURVEYING n DATED AUGUST 10,2019 T _ NOTE: ` PLANS BASED ON TOPOGRAPHIC AND BOUNDARY SURVEY REVISIONS BY FOX LAND SURVEYING DATED AUGUST 10,2019 �\ t",..�•• ..'111'11 fit, r �+ S.C.T.M.: DIST. 1000 SEC. 86 BLK.5 LOT. 14.4 SITE PLAN HC NOFO LLC. Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering P.C. gAR N R E N OVAT I 0 N SCALE:1 -50'-0' New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional 1755 Sigsbee Road 2705 INDIAN NECK LANE �F Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by:JJC Rem bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck New York 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to ' PECON IC, NY the item his/her seal and the notation'Aftered by'followed by his/her Date: 2/8/2021 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description of www.condonengineering.eom SITE PLAN the alteration. ' a Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Framing Notes: Foundation Notes: Number of Number of The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of Common Nails Box Nails the Engineer prior to construction. The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Joint Description Nail Spacing attention of the Engineer prior to construction. ' ROOF NAILING Wood Framing Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 1. All concrete 3,500 psi after 28 days minimum. Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap 2. All rebar ASTM A-615 Grade 60. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Fb=825 psi �o s.o• Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be Blocking to Rafter(Toe nailed) 2-8d 2-10d each end Fv=95 psi installed a minimum of 3'below grade unless indicated otherwise. Rim Board to Rafter End Nailed 2-16d 3-16d each end Fc perp=625 psi XISTING BRICK FOUNDATION WALL E=1,600,000 psi WALL FRAMING 4. Rebar installed along the top of the foundation walls without windows are to be installed 10' PROPOSED 10'FOUNDATION WALL below the top of the foundation wall.Rebar installed along the top of foundation walls with Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot 2. All Laminated Veneer Lumber is to have the following minimums specifications: " (SEE FOUNDATION REPAIR DETAIL) Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side g p windows are to be installed 3 below the bottom of the window opening. Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. Fb=2,900 psi 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Fv=290 psi Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud Fc perp=650 psi 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to E=2,000,000 psi installation of sleeves and other penetrations prior to pouring concrete. 5'P.C.SBO Wwm4 3. All Laminated Structural Lumber is to have the following minimum specifications: 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during WITH sxs w2.o ^� p 4 9 Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot excavation.Unacceptable soil is soil containing day and/or organic material. Fb=2,800 psi FLOOR FRAMING Fv=290 psi 8. Install isolation joints along foundation walls and at column and other floor penetrations. EAM POCKETJoist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist Fc perp=740 psi 3112"0 STD PIPE COLUMN 31/2'0 STD PIPE COLUMN 31/2'0 STD PIPE COLUMN EAM POCKET Bridging to Joist(Toe-nailed) 2-8d 2-10d each end E=2,100,000 psi 9. Installed contraction joints in the cellar floor slab every 18'minimum. f F_ �I r Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 7'x 117/8'APB CON41N000S OPPED I I Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist I I Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist Fb=975 psi 11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6' -1 r-0•MAx. L - - J L - - J L_ _ I Band Joist to Joist(End-nailed) 3-16 - 6 per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot Fv=175 psi lifts to 95%of maximum dry density. o Fc perp=565 psi I �NO X 16'P.C.FOOTING �NO X 42"X 16'P.C.FOOTING NO X 42'X 16'P.C.FOOTING ROOF SHEATHING 10. Underpin g ry, g gfootings No REBAR No REBAR No REBAR E=1,600,000 psi rp' existing foundation if necessary. Connect existing footing to new and wall Structural Panels 8d 10d (Detail sheet S-4) tops with No.5 rebar dowels. " 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance a with the manufacturer's specthcations. Suggested Underpinning Procedures: N 6. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, a)Underpin prior to addition of any new loads on wall. x ' CEILING SHEATHING strapetc.on these drawings are made b Simpson unless indicated otherwise.All connectors,straps etc.are L l 3112"0 STD PIPE COLUMN 3112"0 STD PIPE COLUMN 311TO STD PIPE COLUMN EAM POCKET Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field g y p p b)Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. to be nailed/bolted in accordance with the manufacturer's specifications. r r F r 7 WALL SHEATHING Inform Architect/Engineer of findings before proceeding. ' I 7•x 117/8•APB CONTIN'OUS DR PED I I I Structural Panels 8d 10d 6"edge/12"field 7. All floor sheathing is to be 2/2 inch AC type plywood,tongue and groove,with an APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. field). c)Upon receiving approval,excavate to the top of the existing footing for the entire length of the I I I Gypsum Wallboard 5d coolers 5d coolers 7"edge 110"field area to be underpinned on both sides of the foundation wall.Remove interior concrete floor as necessary. L - -- -) L - - -j �-- - - J 8. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as EAM POCKET FLOOR SHEATHING �42'X 42"X 16'P.C.FOOTING �42'X 42•X 16'P.C.FOOTING 42'X 42'X 16'P.C.FOOTING per the nailing schedule on this sheet. d)Excavate by hand below the existing footing at no more than 3 foot lengths. NO REBAR NO REBAR NO REBAR Structural Panels 1"or less 8d 10d 6'edge/12"field 9. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. - e)Install a key way between sections. Allow 7 days curing. (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall 10. Double joists are to be installed below parallel walls. 5'P.C.SLAB PROPOSED 10'FOUNDATION WALL be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed3 inches on-center at the panel edge f)Back fill and replace interior floor as necessary. WITH 6X6 W2.OXW2.0 WWM (SEE FOUNDATION REPAIR DETAIL) to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall 11. Blocking is to be installed at all point load bearing points. g)During the underpinning procedure,monitor the existing foundation wall for excessive be used to maintain load path. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be 12. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. movement and/or cracks.Notify the Architect/Engineer if movement and/or cracks are noted. reduced to 1 -16d nail per foot. 11. Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities in existing wall for 13. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless three feet from new wall. Steel. 12 8• 1r a' 12 8' 12 8' Slab Site Preparation 14. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the FOUNDATION PLAN & i ST FLOOR F RAM I N G P LAN final top of the slab elevation shown on the Architectural drawings. SCALE:1/4'=1'-0' *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R. The Engineer is to be notified if unacceptable soils are encountered during excavation and if Proof Rolling produces results that exceed ACI standards. APPRO EQ as NOTED *The excavated areas along the stem walls and footings are to be back filled with clean material and mechanically compacted with dean fill in 6 inch lifts.Each layer is to be compacted to 98%modified DATE: B.P.# proctor. FEE::: EE: c L y• *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will NOTIFY BUILDING -PARTMENT AT remain stable and support construction traffic.A dean fine-grained material with at least 10 to 30%of 765-1802 8 AM TO 4 PM FOR THE particles passing a No.100 sieve but not containing silt,or organic material is recommended. FOLt-OWING INSPECTIO,NIS: (` 1. FOUNDATION - TV,EO REQUIRED I 5112•x 16'APB HEADER FOR POURED CONCRETE a Notes: I 2. ROUGH - FRAMING & PLUMBING *Isolation joints are to be installed(between the slab and the walls.Use preformed joint filler that is to be I 3. INSULATION 4. FINAL - CONS 17: jfv MUST cut)12 inch below the slab surface aind the resulting joint is to be filled with an elastomeric joint sealant. I I BE COMPLETE Ft :' _.0, ALL CONSTRUCTION CALL MEET THE *Contraction joints are to be installed as shown in the drawings and are to be Y4 the thickness of the I REQUIREMENTS OF T HE CODES OF NEWslab but not less than 1 inch deep. I YORK STATE. NOT RESPONSIBLE FOR *The welded wire reinforcement is to be laced in the to third of the slab and is to be adequately DESIGN OR CONSTRUCTION ERRORS. p p q y Io o supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing. I U N N COMPLY WITH ALL CODES OF Design Loads: I N N NEW YORK STATE & TOWN CODES CONDITIONS OF I AS REQUIRED AND -Roof-Live Load-30 psf Based on ASCE-7 and cr, Taini T��tiinl z q Pg=25 psf per Figure R301.2(5) II ens rruni n m�unl pl e7�1N,�G BOARD -Dead Load-15 psf T SOUTHOLu TOWN TRUSTEES -1 st Floor -Live Load-125 psf V.S.DEC -Dead Load-15 psf 13/4'X 14"LVL RIDGE -Wind Loads-130 mph-ASCE-7 cD qh=25.8 psf(Exposure B) I Roof C&C Loads: f� N OCCUPANCY OR -43.3 psf(Zone 1) USE IS UNLAWFUL -60.5 psf(Zone 2) -67.8 psf(Zone 3) WITHOUT CERTIFICA i ." Wall C&C Loads: REVISIONS OCCUPANCY -31.6 psf(Zone 4) )F Oi j CU -38.0 psf(Zone 5) Gr I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. Ground Snow Load Wind Speed Seismic Weathering Frost Line Termite Decay winter Design Ice Shield Flood Hazard 'Yi I N I iETAIN STORM(NATER RUNOFF Depth Temp. Underiayment Required ;"-:fit i .� 1 s.•.. N PURSUANT TO CHAPTER 236 25 psf 130 mph A Severe 36 in. Moderate Slight to 11"F None NIA II OF THE TOWN CODE. to Heavy Moderate, S.C.T.M.: DIST. 1000 SEC.86 BLK. 5 LOT.14.4 I (2)2X10 HE ADER (2)2X10 HEADER 2 2X10 HEADERI ELECTRICAL HC N OFO LLC. All exterior lightil: Plans are prepared b Condon EngineeringP.C. It is a violation of the Scale:AS SHOWN INSPECTION R�Qu'�Ea installed,replaced or New York State Education Law,Article 145,Section 7209,for any Condon Engineering, P.C. BARN RENOVATION 3460 3460 3460 Jxepaired shall conform person unless acting under the direction of a licensed Professional L - _ _ - Engineer,Architect,or Land Surveyor,to alter any Rem Drawn bin any way.If an 1755 Sigsbee Road 2705 INDIAN NECK LANE to Chapter 172 Rem bearing the seal of an Engineer,Architect,or Land Surveyor is aftered,the altering Engineer, or Land y:JJC Mattituck, New York 11952 PECONIC NY OF 1ST FLOOR PLAN & ROOF FRAMING PLAN of the Town Code the Rem his/her seal and the notation"ARered by'followed by his/her Date:7/22/2021 (631)298-1986 (631)298-2651 fax FLOOR PLAN & signature and the date of such alterations,and a specific description of www,Condonengineering.com SCALE:1/4"=T-0• the alteration. FRAMING PAN ROPOSED ASPHALT SHINGLE ROOFING ROPOSED ASPHALT SHINGLE ROOFING ROPOSED WOOD SIDING TO MATCH EXISTING o� CV M PROPOSED DOUBLE HUNG WINDOW BY ANDERSON(TYP,) ROPOSED WOOD BARN DOORS Fl/ ROPOSED WOOD SIDING TO MATCH EXISTING 3460• 34604 43460 NORTH ELEVATION ROPOSED WOOD BARN DOOR SCALE:1/4'-1'-0' SOUTH ELEVATION SCALE:1/4'-T-W ROPOSED ASPHALT SHINGLE ROOFING ROPOSED ASPHALT SHINGLE ROOFING 12 �6 ROPOSED WOOD SIDING TO MATCH EXISTING ROPOSED WOOD SIDING TO MATCH EXISTING 34604 N N EXISTING OVERHEAD GARAGE DOOR TO BE REPLACED IN KIND EAST ELEVATION WEST ELEVATION SCALE:1/4'-1'-0' SCALE:1/4%-1'-0' REVISIONS l a�7f/lf S.C.T.M.: DIST. 1000 SEC. 86 BLK. 5 LOT. 14.4 HC NOFO LLC. Amok Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering, P.C. BARN RENOVATION Mr New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or land Surveyor,to atter any item in any way.If an Drawn by:JJC 1755 Sigsbee Road 2705 INDIAN NECK LANE o Rem bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to PECON IC NY Alk the item his/her seal and the notation"Altered by'followed by his/her Date:7/22/2021 (631)298-1986(631) 298-2651 fax signature and the date of such alterations,and a specific description of www.condonengineedng.com BUILDING ELEVATIONS the alteration. 0 0 BEAM BUTT JOINT ON COLUMN Simpson LSTA30 Ridge Strap at each Rafter 1314'X 14"LVL RIDGE SIMPSON LSTA36 FTE STRAP 1/2"PLYWOOD SHEATHING TOP PLATE 2X12 RAFTERS @ 16"O.C. OR I HEADER TYPICAL WINDOW AND DOOR HEADER 2X4 STUDS @ 16"O.C. SIMPSON MTS30 RAFTER STRAP OR STRAPPING DETAIL EACH CORNER STEEL POST CAP 1t2"THROUGH BOLTS FTE AT EACH RAFTER TAIL NTS WELD TO STEEL COLUMN I I 1/4'STL.PLATE SIMPSON H2.5A RAFTER 2X12 CEILING JOISTS @ 16"O.C. TAIL TO TOP PLATE STEEL TUBE COLUMN • SIMPSON H2.5A TOP I H2A CONNECT0 TOP PLATE PLATE TO STUD STU SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5AHURRICANE TIES BEAMS BUTTING OVER INTERMEDIATE WOOD SUPPORT EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) RAFTERS 2X6 STUDS @ 16'O.C. V-CUT SHEAR BLOCKING 1/2'STRUCTURAL I PLYWOOD SHEATHING 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). SIMPSON TSPZ STRAP FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF SIMPSON SOWC15450 WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. EX.2X12 FLOOR JOISTS @ 24'O.C. 77 WITH E COAT 518'0 GALV.ANCHOR BOLT WITH A SIMPSON BP5/8-3 BEARING PLATE 7'X 117/8'APB T X 117/8'APB Y, Y, Y, 2-SIMPSON H4Z STRAPS EX.BRICK FOUNDATION WALL Y (3'MAX.) tft�j I I '-,� -- 114•STL..PLATE 3112'0 STD PIPE COLUMN 311TO STD PIPE COLUMN I I 5'P.C.SLAB MAXIMUM ALLOWABLE V-CUT STEEL CAP PLATE 1/2'LAG SCREWS WITH 6X6 W2.0XW2.0 WWM WELDED TO STEEL COLUMNSTEEL PIPE OR 42 X42•x,6" FOOTING P.C. TYPICAL WALL AND SILL STRAPPING DETAIL SHEAR BLOCKING AND VENTILATION HOLES TUBE COLUMN 4TX4TX16•P.C.FOOTING • SHEAR BLOCKING DETAILS LVL/POWER BEAM OVER INTERMEDIATE SUPPORT NO REBAR NO REBAR NTS BUILDING SECTION SCALE:114"-V-0" 2X6 WALL STUDS 16'O.C. r 2X8 P.T.SILL 5/8"0 X 12'LONG GALV.ANCHOR BOLTS AT 28-O.C.MAX.,12'MAX.FROM CORNERS EX.2X12 FJ 2X12 RIM JOIST COPPER TERMITE SHIELD #5 DOWELS INTO EX.FOUNDATIQN @ 24"O.C. GRADE VARIES ---- L, O i T 0 0 I O EX BRICK FOUNDATION WALL - - - -- ------ - - - -- - - - --- - - --- -- - -I- - I #5 REBAR @ 18"O.C. I O 0 I I co I - - - - - -- - - - -- --- -- - - --- -- --- I — l O EXPANSION JOINT AND JOINT SEALER 5"P.C.SLAB 0 WITH 6X6 W2.0XW2.0 WWM O3 I 1O 0 I 3O I 10 MIL POLYETHYLENE VAPOR RETARDER I COMPACTABLE GRANULAR FILL 24' --�- -- ---- ------ - --- ------ --- ---�- - 3-#5 REBAR a ® I o 0 o I ® FOUNDATION REPAIR DETAIL SCALE:1/2'-1'-0" REVISIONS Nailing Zones for Roof Sheathing in 130 Vr:, MPH Ultimate Gust Wind Zone Zone 1 Zone 2 Zone 3 6"O.C. 12"O.C. 4"O.C. Field Panel Edges 6"O.C. 6"O.C. 4"O.C. Nailing Requirements for 130 MPH,Ultimate Gust, S.C.T.M.: DIST. 1000 SEC.86 BLK.5 LOT. 14.4 1/2°Thick Roof Sheathing with 8d Common Nails HC NOFO LLC. AM Roof Sheathing Nailing Details Plans are prepared byCondon Engicle145,P.C. It is a otionofthe Scale:AS SHOWN Condon Engineering, P.C. BARN RENOVATION New York State Education Law,Article 145,Section 7209,for any SCALE: 118"=V-0" person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by.JJC 1755 Sigsbee Road 2705 INDIAN NECK LANE OF bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck New York 11952 altered,the aftering Engineer,Architect,or Land Surveyor shall affix to PECONIC, NY the item hiAer seal and the notation'Aftered by'followed by his/her Date:7/22/2021 (631)298-1986 (631)298-2651 fax signature and the date of such alterations,and a specific description of www.condonen ineedn .coin the alteration. g g DETAILS Framing Notes: fat Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Foundation Notes: Number of Number of The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of Joint Description Common Nails Box Nails Nail Spacing the Engineer prior to construction. The contractor is to verify all measurements in the field and any discrepancies are to be brought to the ROOF NAILING attention of the Engineer prior to construction. Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter Wood Framing 1. All concrete 3,500 psi after 28 days minimum. Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap 2. All rebar ASTM A-615 Grade 60. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Fb=825 psi 50'-6' Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Fv=95 psi 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be Blocking to Rafter(Toe nailed) 2-8d 2-10d each end installed a minimum of 3'below grade unless indicated otherwise. 10"FOUNDATION WALL ON A 10'X 20'P.C.FOOTING(TYP.) Rim Board to Rafter End Nailed 2-16d 3-16d each endFc perp=625 psiWALL FRAMING E=1,600,000 psi 4. Rebar installed along the top of the foundation walls without windows are to be installed 10' - - - - -- - - -- - --- - --- -- - - - - _. -- - - - - - To Plate to To Plate Face-nailed 2-16d 1 2-16d 1 er foot below the top of the foundation wall.Rebar installed along the top of foundation walls with rt - - - - -- - - - - - - - - - - - --- -/-PROPOSED --- - - - -- - p p ( ) ( ) ( ) p 2. All Laminated Veneer Lumber is to have the following minimum specifications: "below the bottom of the window opening. Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side windows are to be installed 3 P 9• I I Stud to Stud(Face-nailed) 2-16d 2-16d 24'o.c. Fb-2,900 psi - - -- - - - - - --- - - - - - - - - - - - - - - --- -- -- -- - - - - - - - -- - - - - - - - - - - -- 7 I Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. I r I I Fv=290 psi PROVIDE FULL HEIGHT I I WALL AT BARN DOOR I I Fc perp=650 psi 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud I I I E=2,000,000 psi installation of sleeves and other penetrations prior to pouring concrete. 5•P.C.SLAB I I 3. All Laminated Structural Lumber is to have the following minimums specifications: WITH sxs w2.oxw2.0 wwM -\ 0 9 P 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot excavation.Unacceptable soil is soil containing clay and/or organic material. I I I I FLOOR FRAMING Fb=2,800 psi I I I I Fv=290 psi 8. Install isolation joints along foundation walls and at column and other floor penetrations. Joist to Sill,Top Plate or Girder(Toe-nailed 4-8d 4-10d I I EAM POCKET 31/2'0 STD PIPE COLUMN 3112'0 STD PIPE COLUMN 31/2'0 STD PIPE COLUMN I I � ) per)01St Fc perp=740 psi EAM POCKET Bridging to Joist(Toe-nailed) 2-8d 2-10d each end E=2,100,000 psi 9. Installed contraction joints in the cellar floor slab every 18'minimum. I I Blocking to Joist(Toe-nailed) 2-8d 2-10d each end I I I 7-X 11718'APB CONTINUOUS DROPPED ( ( I I I Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. _T_ T tLedger Strip to Beam(Face-nailed) 3-16d 4-16d each joist I I I I I I I I Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist I ` I 12'-O"MAX Fb=975 psi 11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6" L- - J L- -J L - - J I ( Band Joist to Joist(End-nailed) 3-16d 4-16d per joist o I I � Fv=175 psi lifts to 95%of maximum dry density. -- I I Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot - �z 42"X42"X 16'P.C.FOOTING 42'X42'X 16'P.C.FOOTING z 42'X42'X 16'P.C.FOOTING Fc perp=565 psi m I Y NO REBAR NO REBAR ci Y a< NO REBAR I I ROOF SHEATHING E=1,600,000 psi 10. Underpin existing foundation if necessary. Connect existing footing to new footings and wall I ' I Z.m o I I Structural Panels 8d 10d (Detail sheet S-4) tops with No.S rebar dowels. cm CD 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance X' I LLN o LL N 0 I I with the manufacturer's specifications. Suggested Underpinning Procedures: N"' J NWW I I N N Z N J Z o w o W a)Underpin prior to addition of any new loads on wall. CEILING SHEATHING 6. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, ZI1/2'0 STD PIPE COLUMN 31/2'0 STD PIPE COLUMN 3112'0 STD PIPE COLUMN I I EAM POCKET " " strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are Gypsum Wallboard 5d coolers 5d coolers 7 edge/10 field to be nailed/bolted in accordance with the manufacturer's s ecifications. b)Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. I I I i I I I WALL SHEATHING p Inform Architect/Engineer of findings before proceeding. X 117/8"APB CONTINUOUS DROPPED I 7' I Structural Panels 8d 10d 6"edge/12"field 7. All floor sheathing is to be 2%inch AC type plywood,tongue and groove,with an APA span rating of 48124. Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12'O.C. field). c)Upon receiving approval,excavate to the top of the existing footing for the entire length of the I I I I I I I I Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field area to be underpinned on both sides of the foundation wall.Remove interior concrete floor as I L - - J L - -J L - - J I I necessary. 8. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as I E7POCKET 42'X 42'X 16'P.C.FOOTING 42'X 42'X 16'P.C.FOOTING 42'X 42'x 16'P.C.FOOTING I I FLOOR SHEATHING per the nailing schedule on this I sheet.NO REBAR NO REBAR NO REBAR I I Structural Panels d)Excavate by hand below the existing footing at no more than 3 foot lengths. 1"or less 8d 10d 6'edge/12"field 9. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. I I e)Install a key way between sections. Allow 7 days curing. 5"P.C.SLAB o WITH 6x6 W2.0XW2.0 WWM -� I I (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall 10. Double joists are to be installed below parallel walls. PROPOSED 10'FOUNDATION WALL I I be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed3 inches on-center at the panel edge f)Back fill and replace interior floor as necessary. (SEE FOUNDATION REPAIR DETAIL) to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall 11. Blockingis to be installed at all point load bearin I I be used to maintain load path. � P � g points. g)During the underpinning procedure,monitor the existing foundation wall for excessive r-PROPOSED 10"FOUNDATION WALL ON A 10'X 20'P.C.FOOTING(TYP.) I I movement and/or cracks.Notify the Architect/Engineer if movement and/or cracks are noted. L- -- -!/ ---- - -- -- - - - - -- - - - _ ( (2)When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be 12. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. - - -- - - - - -- - - - - -- -- -- - - - - - - - - - - --- -- - - reduced to1-16dnail per foot. I 11. Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities in existing wall for 13. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless three feet from new wall. - - --- - - -- - - - - - -- -- - - - - -- - - - - - - - - - - -- --- - - - - - - - - - - - - - - - - - - - - - - -- Steel. 1z 8' 12'x' 12'-8• .1 -8' Slab Site Preparation 14. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. FOUNDATION PLAN & IST FLOOR FRAMING PLAN *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the SCALE:1/4"=T-O' final top of the slab elevation shown on the Architectural drawings. *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R. The Engineer is to be notified if unacceptable soils are encountered during excavation and if Proof Rolling produces results that exceed ACI standards. *The excavated areas along the stem walls and footings are to be back filled with clean material and mechanically compacted with dean fill in 6 inch lifts.Each layer is to be compacted to 98%modified proctor. *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will remain stable and support construction traffic.A dean fine-grained material with at least 10 to 30%of particles passing a No.100 sieve but not containing silt,or organic material is recommended. 51/2'X 16"APB HEADER Slab Notes: *Isolation joints are to be installed between the slab and the walls.Use preformed joint filler that is to be IcutY inch below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. I *Contraction joints are to be installed as shown in the drawings and are to be Y4 the thickness of the slab but not less than 1 inch deep. I *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately 0 o supported by precast concrete bar supports to assure that the reinforcement is held in position during I � I concrete placement and finishing. a' X Design Loads: I N N II -Roof-Live Load-30 psf Based on ASCE-7 and Pg=25 psf per Figure R301.2(5) -Dead Load-15 psf -1 st Floor -Live Load-125 psf I W I -Dead Load-15 psf 0 1314'X 14'LVL RIDGE own OT -Wind Loads-130 mph-ASCE-7 - - ■_ _ - - _ - - - - - - - qh=25.8 psf(Exposure B) Roof C&C Loads: m X IM N �'y U r� (� �� -43.3 psf(Zone 1) -60.5 psf(Zone 2) � �' ? ��Z -67.8 psf(Zone 3) I I 12/18/21 NEW FOUNDATION a C&C Loads: REVISIONS rQW°v OF SouiN r -31.6 psf(Zone 4) 6LD -38.0 psf(Zone 5) y THIS BUILDING IS DESIGNED AS AN ENCLOSED �%�� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA STRUCTURE. Ground Snow Load Wind Speed Seismic Weathering Frost Line Termite Decay Winter Design Ice Shield Flood Hazard N I Depth Temp. Undertayment r- Required "=s M �_I 25 psf 130 mph A Severe 36 in. Moderate Slightto 11"F None NIA toHea Moderate z~ S.C.T.M.: DIST. 1000 SEC. 86 BLK- 5 LOT.14.4 SSS (2 2X10 H DER 2 2X10 HEADER 2)2X10 HEADERI HC NOFO LLC. Plans are prepared by Condon Engineering,P.C. it is a violation of the Scale:AS SHOWN Condon Engineering, P■C■ BARN RE N OVAT I 0 N 3460 3460 3460 I New York State Education Law,Article 145,Section 7209,for any J person unless acting under the direction of a licensed Professional 1755 Si sbee Road Engineer,Architect,or Land Surveyor,to after any item in any way.If an Drawn by:JJC g 2705 INDIAN NECK LANE of Rem bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 altered,the aftering Engineer,Architect,or Land Surveyor shall affix to PECON I C NY Aft 1 ST FLOOR PLAN & ROOF FRAMING PLAN the item his/her seal and the notation'Altered by'followed by his/her Date:7122/2021 (631)298-1986 (631) 298-2651 fax FLOOR P LAN & SCALE:1/4'=1'-0' signature and the date of such alterations,and a specific description of .COnnee the alteration. WWWdonengiring.Com FRAMING PLANS ROPOSED ASPHALT SHINGLE ROOFING ROPOSED ASPHALT SHINGLE ROOFING N O) PROPOSED DOUBLE HUNG WINDOW BY ANDERSON(TYP.) ROPOSED WOOD BARN DOORS ROPOSED WOOD SIDING ROPOSED WOOD SIDING 0 0 ///—P 3460♦ 34604 ♦3460 ROPOSED WOOD BARN DOOR lo 4 _ y : i ♦ 1 ,Y ELEVATION NO N NORTH 0 . .. ... .. ,. . , .. ..a- .: SCA , . _ .. .. .. •., .. SOUTH ELEVATION SCALE:1/4"-V-0' ROPOSED ASPHALT SHINGLE ROOFING ROPOSED ASPHALT SHINGLE ROOFING 12 16 ROPOSED WOOD SIDING ROPOSED WOOD SIDING 3460 N OVERHEAD GARAGE DOOR _r- EAST ELEVATION WEST ELEVATION SCALE:1/4'-V-0" SCALE:1/4'-V-0' 12/18/21 NEW FOUNDATION REVISIONS S.C.T.M.: DIST. 1000 SEC. 86 BLK♦ 5 LOT. 14.4 HC NOFO LLC. Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering, P.C. BARN RE N OVAT I 0 N New York State Education In,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional 1755 Si sbee Road Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by:JJC g 2705 INDIAN NECK LANE of Rem bearing the seal of an Engineer,Architect,or land Surveyor is Mattituck, New York 11952 altered,the altering Engineer,Architect or Land Surveyor shall affix to PECONIC NY the item his/her seal and the notation'Altered by'followed by his/her Date:7/22/2021 (631) 298-1986 (631) 298-2651 fax signature and the date of such afterations,and a specific description of www.condonengineering.com BUILDING ELEVATIONS the alteration. 0 BEAM BUTT JOINT ON COLUMN Simpson LSTA30 Ridge Strap at each Rafter 13/4'X 14'LVL RIDGE SIMPSON LSTA36 FTE STRAP 1/2"PLYWOOD SHEATHING TOP PLATE 2X12 RAFTERS @ 16'O.C. v 0 HEADER OR TYPICAL WINDOW AND DOOR HEADER ��� ., 2X4 STUDS @ 16"O.C. SIMPSON MTS30 RAFTER STRAP OR STRAPPING DETAIL EACH CORNER STEEL POST CAP I I 1l2'THROUGHBOLTS E AT EACH RAFTER TAIL NTSI I 1/a•STL.PLATE .• WELD TO STEEL COLUMN I I SIMPSON H2.5A RAFTER I 2X12 CEILING JOISTS @ 16'O.C. TAIL TO TOP PLATE I 4 STEEL TUBE COLUMN SIMPSON H2.5A TOP I I 1-12A CONNECTO TOP PLATE STU PLATE TO STUD STU SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5AHURRICANE TIES BEAMS BUTTING OVER INTERMEDIATE WOOD SUPPORT BOTTOM PLATE EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON RAFTERS 2xs sruDs @ 1s•O.C. Zt EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) RIM JOIST V CUT SHEAR BLOCKING PLATE 112'STRUCTURAL I PLYWOOD SHEATHING 3/4"PLYWOOD FLOORING 2X12 BLOCKING BETWEEN JOISTS(TYP.) 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). t I L FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF Simpson S1 soap 2X12 FLOOR JOISTS @ 16'O.C. WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. at every ottm sW Typical 2nd Floor 8•MIN. Strapping Detail 7"X 11718'APB 7'X 117/8'APB Y Y, Y NTS SIMPSON LSTA36 STRA PROVIDE FULL HEIGHT WALL AT BARN DOOR sa�tPsoSLTPs Yz (3"MAX) •Y' � Typical Wall and Y 10' 3112'0 STD PIPE COLUMN 31!2'0 STD PIPE COLUMN I I 1/21/LAG SCREWS Sill Strapping STEEL CAP PLATE 5'P.C.SLAB Detail MAXIMUM ALLOWABLE V-CUT WTH 6X6 W2.OXW2.0 WWM WELDED TO STEEL COLUMN STEEL PIPE OR I SHEAR BLOCKING AND VENTILATION HOLES TUBE COLUMN `2SHEAR BLOCKING DETAILS LVUPOWER BEAM OVER INTERMEDIATE SUPPORT 0� °• - z 42'X 42"X 16-P.C.FOOTING 42'X42'X16'P.C.OREBAG BUILDING SECTION NO REBAR 4 NIS NO REBAR SCALE:1/4'-1'-W 2X6 WALL STUDS 16'OC 2X12 RIM JOIST 2X12 FJ @ 16"O.C. 5/8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX.,12"MAX.FROM CORNERS 2X8 P.T.SILL 2X6 WALL STUDS 16"OC 5/8"0 X 12"LONG GALV.ANCHOR BOLTS 2X6 WALL STUDS 16"OC 2X12 RIM JOIST AT 28"O.C.MAX.,12"MAX,FROM CORNERS TOP OF FOOTING-TOF 2X12 FJ @ 16"O.C.C. 2H 2X8 P.T.SILL COPPER TERMITE SHIELD 8'MIN. COPPER TERMITE SHIELD 8'MIN. _ •d • - ° Q FINAL GRADE m FINAL GRADE CI oAWAY M FOUNDATION2%MIN.FOR 10' FOUNDATION2%MIN .FOR 10' - - - ---- - - - - -- --- - - -_ - -- --- -- ) I I EXPANSION JOINT AND JOINT SEALER "' z EXPANSION JOINT AND JOINT SEALER b a z �) I 0 I ° P 6X6-W 2.0X2.0 WWM 4 6X6-W 2.0X2.0 WWM 4 I I • ° °d 5"POURED CONCRETE SLAB .d 2X4 KEY WITH BENTONITE 5"POURED CONCRETE SLAB .d 2X4 KEY WITH BENTONITE dLTAPE WATER STOP TAPE WATER STOP — �_ G .•- O •ik:f ++1�. .f.-:w�: •: '+f' • <: d �' '^w'�ti_. p I r• .fx<: d I .° •.ti ti`t7"�+�'xr'S*)?f-+::z`a• r...R ti� g...> �'y{' v.- .nw'..:".'. .. n_.... r-.,%i: .. O .•',:v:»•�.+..1` 'iG1';:?€�i.6' -r. r...21"•., �: @ I O O O I O 10 MIL POLYETHYLENE VAPOR RETARDER 10 MIL POLYETHYLENE VAPOR RETARDER - ---- --- -- - - -- - - ------ --- -- - - -_I_ _ TYPICAL STEP FOOTING DETAIL 3 N0.5-60 KSI REBAR COMPATIBLE GRANULAR FILL ( ) COMPATIBLE GRANULAR FILL �(3) . 0 KSI REBAR I SCALE: 1/2° = V—oa o IFOUNDATION DETAIL TYPICAL FOUNDATION DETAIL TYPICAL ® ® ® Io SCALE:1/2"=V-0" SCALE:1/2"=1'-0" I - -I--- -- ------- ----- -- -- - - - -- ---I-- - C> I O O O I 12118121 NEW FOUNDATION REVISIONS Nailing Zones for Roof Sheathing in 130 MPH Ultimate Gust Wind Zone Zone 1 Zone 2 Zone 3 7j Field 6"O.C. 12"O.C. 4"O.C. ll `r Panel Edges 6"O.C. 6"O.C. 4"O.C. Nailing Requirements for 130 MPH,Ultimate Gust, S.C.T.M.: DIST. 1000 SEC.86 BLK.5 LOT. 14.4 1/2"Thick Roof Sheathing with 8d Common Nails HC NOFO LLC. Roof Sheathing Nailing Details Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN Condon Engineering, P.C. BARN RENOVATION New York State Education Law,Article 145,Section 7209,for any 3 SCALE: 1/8"=V-0" person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any item in anyway.If an Drawn by:JJC 1755 Sigsbee Road 2705 INDIAN NECK LANE OF item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to PECONIC NY the item his/her seal and the notation"Altered by"followed by his/her Date:7/22/2021 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description of www.condonengineedng.com DETAILS1 3 the alteration. Symbols Nailin g Schedule General Notes 4) Z FASTENER SCHEDULE FOR STRUCTURAL MEMBERS z ELEVATION MARKER (REFER TO TABLE R602.3(1) OF THE RESIDENTIAL CODE OF NEW YORK STATE) J I! -� L NCONTRACTOR SHALL CHECKAND VERIFY ALL CONDITIONS 70 THE SITE N0.&TYPE SPACING OF N > ELEVATION MARKER DESCRIPTION OF BUILDING ELEMENTS OF FASTENER FASTENERS PRIOR TO STARTING OF WORK AND WE SHALL FAMILIARIZE HIMSELF WITH �A > THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. O V/ Z 0 (S�-EET AND NUMBER LOCATION) JOIST TO SILL OR GIRDER, TOP NAIL 3-Sd 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE I. TOWN OR VILLAGE PRIOR TO STARTING WORK. Y .w -- SE:GTION ANp DETAIL MARKER 1" X 6" SUBFLOOR OR LE55 TO EA. JOIST, FACE NAIL 2-Sd _ 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, U ` tl 2 STAPLES 13/4' CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC.,FOR WORK f0 a � 7505 Indian Neck Lan(.:., , P e co n i c i�I ew Yc�rk (Si-EET AND NUMBER LOCATION) 2" SUBFLOOR TO JOIST OR GiRDER BLIND AND FACE NAIL 2-16d PERF01�1ED FROM AGENCIES WAVING JURISDICTION THEREOF. p t p1:=TAIL MARKER 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE ■ 1. (61-EET AND NUMBER LOCATION) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL I(od I("O.C. PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND �( Z r W -• ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION > r d Legend Abbreviation TOP OR SOLE PLATE t0 STUD, END NAIL 2-16d 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH Q C DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR /� a n O. STUD TO SOLE PLATE, TOE NAIL 3-Sd OR 2-16d SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD WE FAiL TO his R® I. m - SINGLE POLE SWIT04 ACI. ACOLSTICAL CEILNG"ILE FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL ■tae 0 *�' AFP. ASO\`E FINISH FLOOR V 0 3 -• THREE WAY SWITCH BLK BLOCK DOUBLE STUDS, FADE NAIL 10d 24"OC ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. Z C ,. 0 0 BLK'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH,NO. 2 G C >+" c 4 - FOUR WAY SWITCH CLG. CEILNG DOUBLE TOP PLATES, FACE NAIL 10d OR BETTER . E=1,(600,000 AND fb = 825 or GREATER Z V G � T C.T. CEWMIC TILE Z •'' M C W - DUPLEX OUTLET CONC. CONTINUOUS SOLE PLATE TO JOIST OR BLOCKING, ATBRACED WALL PANEL 3_1(od Size Fb o ulus of lasticit 9 v 'Q n. 5 CD o g GOVT. CON?fNU0U5 2 x 4 1350 PSI, E I�o00,000 PSI. E ^ t r GFI CJ. CONTROL JOINT DOUBLE TOP PLATES,MINIMUM 24" OFFSET 01= END JOINTS, 8-16d 2" x 6" 1110 PSI, E 1,600,000 PSI. '� r d' -• GROUND FAULT INTERRUPT(4211 AFF) DR DMI FACE NAIL IN LAPPED AREA 2" x 8" 1080 PSI, E 1,600,000 PSI. DWa. DRAWINGR BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAiL 3-Sd 2" x 10" 1190 PSi, E 1,600,000 PSI. m di - INCANDESCENT LIGHT FIXT.(AS PEROUNER) EL. ELEVATION 2" x 12" 900 PSI, E 1,600,000 PSI. G "` ZE.. aW EXIST. EXISTING RIM JOIST TO TOP PLATE, TOE NAIL ad "4tzu yF=- F.P. FIREPROOF " " W 2 FUL FNISWED1 1. ALL HEADERS SHALL BE C2)2X6 2X4 WALLS 4 (3) 2X6 2x6 0 m WATER PROOF INCANDESCENT LIGHT FIXT,(AS GA. GAUGE TOP PLATES LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL 2-106 WALLS UNLESS NOTED OTHERWISE. =0 (n W I- PER OUTER) G.C. GENERAL CONTRACTOR �� 8. ALL HEADERS SHALL BEAR ON 4"X4" POST 6 2"X4" WALLS OR 4"X611 W Z c V 0 16 O.G. ALONG m a z GALV. GALVANIZED BUILT UP HEADER 2 PIECES WITH I%" SPACER 16d POST a 2"x611 WALLS UNLESS NOTED OTHERWISE. TALL <� EACH EDGE z t3 IL RECESSED 1NCANDESCENr LIGHT F(XT.(FLAT G- GL455 9. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM IL Zw a CLC) GYP.BD. GYPSUM BOARD CONTINUED HEADER TIDO PIECES 16d DEVICE iN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. *, CF 01C HM HouPETAL 10. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE C Z W Jm V - CLG.MNTD.(15 CFM.MIN)EXHAUST FAN)�6 H.P. HIGH PONToCEILING JOISTS TO TOP PLATE, TOE NAiL 3-Sd ca Z -r-W JT. JOINT GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED = W= .4 C�. PER OWNER LAV. LAVATORY OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. >-y� MAX. MAXIMUM CONTINUOUS HEADER TO STUD, TOE NAIL 4-0d � �W >-w= EX MTL METAL 11. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR C CC Lo jr be EXTERIOR INCANDESCENT LIGHT FIXT.(AS PER MIN. MNIMUM CEILING JOISTS LAPS OVER PARTIONS, FACE NAIL 3-10d BLOCKING o' INTERVALS NOT EXCEEDING EIGHT FEET. O (AD >W Qmp OWNER) M.O. MASONRY OPENING 12. ALL FLASHING SHALL BE ALUMINUM. V �.. qw W 3 Lista , NIC. NOT IV CONTRACT CEILING JOISTS TO PARALLEL FACE NAIL, FACE NAIL 3-10d 13. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE Zwz i-Ex�. ■ NO. NUMBER CLIPS. q .m F.F-_ , o Dllawinqs oNc ITER 14. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS 5UPERCEDE SCALED W>.WF4O•t OPNG OPEMNG RAFTER TO PLATE, TOE NAiL 2-16d LL DIMENSIONS. 4F-a4z� o A-1 - Information Sheet PLYI� PLATE i" BRACE TO EA. STUD AND PLATE, FACE NAIL 2-Sd I5. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND ,!e OW!2 W a 2 STAPLES 13i¢ Z yZ- A-2 - Plans RAD. MaIR SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT 1coozxw REQS REGriIRED 1" X 6" SHEEA-HIND TO EACH BEARING, FACE NAIL 2-Sd 3 „ FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE A00.X0W�w /q-3 - Elevations&Section ST[. stEE.. 2 STAPLES 13/41' USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT W wW i�aqz SU5P.CLC' SUSPTIDED CEILING 2-8d BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE Sm RS W W T.OM, TOP OF MASONRY I" X 8" SHEATHING TO EACH BEARING, FACE NAIL 3 5TAPLE5 13/¢" ARCHITECT. W~-.J cc g T.D.S. TOP OF STEEL w��W z W q TVP. tmlraL WIDER THAN i" X 8" SHEATHING TO EACH BEARING,FACE NAIL 4 S7A185 13�„ 16. PATCH A5 REQUIRED ALL AREAS WHERE EXISTING WAS BEEN REMOVED F-03c�emu U.NO. UN1 1';5 NOTED OTHERWISE ¢ AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED V.I.T. VINYL C ,r051TION TILE OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO W/ WITH BUiLT UP COINER STUDS 10d WD. WOODLAYEREMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., BUILT UP GIRDERS AND BEAMS 2" LUMBER LAYERS 10d 32'O.C.TOP ANRD BOTTOM AND STAG. CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW NEARER AS Z 2 RAILS AT END5 AND AT EA 5FLICE SPECIFIED I$ INSTALLED. 2" PLANKS2-ibd AT EA. BEARING 11. ALL EXISTING ELECTRICAL 4 PLUMBING LINES ARE TO BE ABANDONED 4 REMOVED ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS ._ ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER,TOE NAIL 2-i6d 18. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED = FACE NAIL 3-16d SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF O RAFTER TIES TO RAFTER FACE 3-Sd HANDLING LOADS a CONNECTION POINTS. INSTALLATIONS SHALL BE IN (� STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND (V NOTE: _=SPAN LENGTH, H=61-AN HEIGHT WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING,AND PARTICLE BOARD WALL SHEATHING TO FRAMING 19. DOUBLE RECOMMENDATIONS.E JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND CL a' THE WND LOAD SHALL BE PERMITTE=D TO BE TAKEN AS 0.1 TIMES DESCRIPTION OF BUILDING MATERIAL DESC. OF FASTENER SPACING OF FASTENER_ ALL OPENINGS. THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE EDGE INT.SUPPORTS 20• PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES C DETAINING DEFLECTION LIMITS HEREIN. 5/16"-E/2° 6DC0h110NNAILISUl3FLOORWALLJ 6 12 SOLID BLOCKED. � J SD COMMON NAI 51,10F) 21. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. i2THICK, MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS TAPED AND SPACKLED THREE COATS. (REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE) 19/32"-1" 8D CO"10N NAIL 6 12 22. ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FIN15H COATS). IOD COMMON NAIL OR SD DET.NAIL 23. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY USE USE LIVE LOAD 1-1/S" - 1-1/4" (0 12 OWNER 24. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWNER ATTICS W TW LIMITED STOTAGE 20 psf OTHER WALL SHEATHING 25. OWNER SHALL SELECT ALL COLORS, ATTICS WITHOUT STORAGE 10 psf lie" REGULAR CELLUL05TIC FIBERWARD SHEATHING IYGALV,ROOFING NAIL 6D COM 3 6 26. ALL ELECTRICAL WORK SHALL BE BOARD NAIL STAPLE MA Iii LONG OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION � DECKS 40 sf li 12"GALV.ROOFING NAIL 81)COM 3 6 ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING* IN C p REGULAR CELLULOSTIC FIBERBOARD SHEATHING NAIL STAPLE 166A 111/2"LONG WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE EXTERIOR BALCONIES 60 psf 25/32" REGULAR CELLULOSTIC FIBERBOARD SHEATHING II12"GALV,ROOFING NAIL SD COM 3 6 CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR ILO NAIL STAPLE 16GA 11/2 LONG CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH FIRE ESCAPES 40 psf 1/2"GYPSUM SHEATHING IYGALV,ROOFING NAIL 6D COM � 8 OWNER PRIOR TO INSTALLATION. 0 �� NAIL STAPLE QALY.lie,l ii SCREUi TYPE W OR S 21. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY C C" �•`, GUARDRAILS AND HANDRAILS 200 Ibs 5/81, GYPSUM 51-EATHING P/4"GALV.ROOFIWj NAIL W COM WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND 0 rK NAIL STAPLE GALV.N' Ills"SCREWS TYPE W OR S 8 LEGALLY DISPOSED OF. 11111111GUARDRAILS IN-PILL COMPONENTS E30 Ib8 MOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE 0 OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COVER OF V-6" OR AS NOTED. PASSENGER VEHICLE GARAGES 50 psf 3/4" AND LESS 61)DEFOM NAIL OR 81)COMMON NAIL 6 12 211. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO f 1 ROOMS OTHER THAN SLEEPING ROOMS 40 psf HAVE 5 TO 1% AIR-ENTRAINMENT, PER 84022 1/811 - 1" 81)DEFOitED NAIL OR 8D COMMON NAiL 612 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING SLEEPING ROOMS 30 per AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION 11/$" - 111411 81)DEFOfnD NAIL OR 101)COMI10N NAIL 6SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW STAIRS 40 psf 12 CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS FIRE SAFETY NOTE5 OF THE CONSTRUCTION. (REFER TO TABLE R301.7 OF THE RESIDENTIAL CODE OF NEW YORK STATE) PROVIDE FIRESTOPPING AT V-011 AND AT CiELING JOISTS GREATER THAN 20-0" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS N r PROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND AT EACH HALLWAY 33. BAULASTER5 TO BE INSTALLED 50 THAT A SPHERE 4" or MORE IN DfA. CAN BE C STRUCTURAL MEMBER ALLOWABLE PROVIDE FIRE RATED DOOR AT GARAGE,POOL STORAGE AND MECHANICAL ROOMDEFLECTPASSED THRU THEM. A5 PER 83162Q a RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH NO FIN15HED GEILINCzL/180 � ATTACHED TO RAFTERS Materials Legend Design and Code Information 0._ INTERIOR WALLS AND PARTITIONS H/180 ASPHALT SHINGLES EARTH ���� GLASS •:; I. BUILDING STRUCTURE H45 BEEN DESIGNED TO THE FOLLOWING BUILDING E p / POURED CONCRETE CODES: 2020 RESIDENTIAL BUILDING CODE OF NEW YORK FLOOR. AND PLASTERED CEILINGS 11-/360 WOOD FRAME CONSTR.MANUAL FOR ONE AND TWO FAMILY DWELLINGS - 2001 EDITION 2.ALL CONSTRUCTION SHAI_ CONFORM TO THE APPLICABLE LOCAL BUILDING CODE. i..tw '."�`' 5TUCCC FINISH GRAVEL STEEL ' z r 04 04 a to 0 i. ALL OTHER STRUCTUIR!AL MEMBERS L/240 ` : x`;.6 :" BRICK 3.VERIFY EXISTING CONI)MONS AND DIMENSIONS AND NOTIFY ARCHITECT OF ANY CONDITIONS WHEN DO NOT ANS WITH COMPLY N L PL AND SPECIFICATIONS, EXTER'OR WALLS WiTH PLASTER OR H/3G0BATT CONCRETE STRUCTURAL DRAWNGSMUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS STUCC,0 FINISH RiGID 11JSUALATION INSULATION BLOCK ROUGH WOOD BY THE CONTRACTOR 4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE ASS I g" EXTER OR WALLS - WIND LOADS` WiTH SHOP DRAWINGS. L/240 5.THE STRUCTURE 15 UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED BRITTLE FINISHES ALUMINUM FINISHED WOOD AND STEEL MEMBERS 4eE ERE=CTE=D,CONNECTIONS ARE COMPLETELY BOLTED EXTER OR WALLS - WIND LOADS WiTH L/120 TABLE 8301.2 1 AND/012 WELDED AND ItGPECTED,THE PLYWOOD DECK ATTACHED T4 THE WOOD FLEXIELE FINISHES � � FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15% OF 28-DAY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA STRENGTH. UNTIL 6UCH'IME:,TEMPORARY BRACING IS REQUIRED. THE GROUND Wind SEISMIC SUBJECT TO DAMAGE FROM 1,2 Ice shield DESIGN ADEQUACY OF EMPORARY BRACING AND SHORING IS THE SOLE SNOW DESIGN Winter underlay- RESPONSIBILITY OF THECONTRACTOR ®� j LOAD CATEGORY Frost Line Design ment Flood Air Freezing SPEED(mph) Weathering Depth Termite Decay Temp required hazards Index 6.FOR LOCATION OF MISCELLANEOUS ITEMS(OPENINGS,BENT PLATES, INSERTS, project Locetlom 45 PSF 150 (mph; C SEVERE 3 FEET MODERATE SLIGHT TO it o YES NA. 454 ETC.) AFFECTING STRUCTURAL WORK SEE ARCHITECTURAL,MECHANICAL, TO HEAVY MODERATE PLUMBING AND ELECTR"AL DRAWINGS. 1.STi WCTURAL DESIGN LOADS: LOCAL REQUIREMENTS: 2020 RESIDENTIAL E UILDING CODE OF NEW YORK Drawing 7ltiei N.Y.S.WOOD FRAME CONST.MANUAL - 2001 E=DITION ROOF LOADS: Cover Sheet i ROOF DEAD LOAD: 15 PSF GROUND SNOW LOAD: 45 PSF SLOPE WIND LOADS: 150 mph �' U Project No. 3 SECOND GUST UJIND SPEED: 110 MPH -� 1 2 1.0 EXP05URE: B J U L 2 8 2023 Date. Drawing Scale, 7/26/2023 As Noted SEISMIC LOADS: C SITE C F a= 1.48 F 2.0 I = 0 Sme ° B-Z g 5 in • •409 i.!a.T:T-'G T'r^ Drawn By. Checked By. Rt6 5a= .40 g 51= 20`9 BEARING WALL WITH WOOD SHEAR WALLS EQUIVALENT LATERAL FORCE PROCEDURE Drawing No. 8.THESE PLANS COMPLY WITH THE INTERNATIONAL RESIDENTiAL CODE 2015 ANof 50' Foundation Notes: 4 Framing Notes: - Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) - r ■I�1 Z - - - The catitractor is fo ver all measurements in the field and an dlsae ncies are to be brou ht to the attention cat The contractor to verify all measurements in the field and any disorepandes are to be brought to the > Y TNumber of Number of illy Y pa g Joint Description Common Nails Box Nails Nail S acro the Engineer prior to construction.. attention of the Engineer prior to construction. 0 >- - ROOF NAILING Wand Framing 1. All concrete 3,500 psi after 28 days minimum. 0 3 Rafter to Top Plate(Toe-nailed) 3-8d 34d 8d per rafter (� o 10" POURED CONCRETE 2"x8" LOU WALLZ v # Ceiling Joist to Top Plate(Toe-nailed) 3-.8d 3-8d per joist 2, All rebarASTtu1 A-615 Grade 60. F- WALL W/ BARS 36" O.C. FROM TOP OF Fl--)N 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum rapedficatons: Y „ Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5a-16d each lap 6. ON 20 X 10 DEEP FOOTING TO UNDERSIDE OF to v Q) Ceiling Joist Laps Over Partitions(Face-Dialed) 5-'16d 5-16d :each lap 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be p o d W/<3 4 BARS EQ SPADED IST FLOOR Collar Tie to Rafter(Toe-nailed) 2.10d 210d per tie Fb 825 psi installed a minimum of T below grade unless indicated otherwise, p C Fvpsi Blocking to Rafter(Toe hailed) 2-8d 2.10d each end Fc per _ 5 625 sl `o L. Rim Board to Rafter End Nailed 2.16d 3-16d each end - p 4. Rebar installed along the top of the foundation walls without windows are to be installed 10" Q Z r W WALL FRAMING E=1,600,000 psi below the top of the foundation wall.Rebar installed along the top of foundation walls with > r a AB: windows are to be Installed 3''below the bottom of the window opening. Q c CONCRETE SLn Top Plate to Tap Plate(Face-nailed) 2 P 16d(1) 2-16d(1_) per foot 2, All Laminated Veneer Lumber is to have the following minimum specifications. IL m '� Q h � 5" POURED CONCRETE SLAB N ( I Top Platas at intersections(Face-palled) 4-16d 5=1Gd joists-each side _ W/6X6 10/10 W.W.F. ON _ - - - - - - - - Stud to Stud Face-nailed 2-16d 2-16d 24"o,c, S. All snap off farm ties are to be removed`and remaining openings are to be sealedlgrouted, �' - - - - - - @ ( ) Fb=2,900 psf ■® v 0 C Cl) 1. UNDISTURBED SOIL OR r Header to Header(Face-flailed) 16d '16d 16"0.0.along edges Fv tz 290 psi ■w Z �: C 0 > 0 10 COMPACTED SAND TO 95% 1 p 6, The foundation contractor shall coordinate with the plumbing and electrical contractors relative a ,_ ., E +- I Fc perp=650 psi Installation of sleeves and other penetrations priorto pouring concrete. >' v e d W RELATIVE DENSITY I I Top or Bottom Plate to'Stud{End Nalled) 3.16d 2.40d per stud =2,a0a,aa0 psi Z W »� m & -- E tk Ic p 0 O 7. The Engineer is to be Contacted If unaocoptable or questionable soil is encountered during Q a - 0 C, I mit I I 3. All Laminated Structural Lumber is to have the following minimum specifications: excavation,Unacceptable soil is soil containing clay andfor organic material, -i *n- d W -� , I � tJ m ( Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d(1,2) per foot w b Fb=2,800 psi' 8. Instal isolation joints along foundat"ion walls and at column and other flo co oor penetrations. d FLOOR FRAMING J w I Fv=290 psi z z =_ I I ,foist to Sill,Top Plate or'Girder(Toe-hailed) 4-8d 4-10d per joist Fc perp`=740 psi 9. Installed contraction joints in the cellar floor slab every 18'minimum. w g fn� � I O Bridging to Joist(Toe-nailed) 2.8d 2"10d leach end E=2,100,000 psi o w fn o Blocking to Joist(Toe-trailed) 2-.$d 2-1 ad each end 10. Foundation excavation Is not to be back filled prior to the Installation of the floor framing, z z v F LE) Blocking to Sill or Top Plate{Toe•nailed) 3-16d d-16d each black 4, All treated lumber is to be No,.2 or better Southern Yellow Pine with the following minimum specifications: 0� F a o Ledger Ship to Beam(Face-nailed) 3 416d 4-16d each joist 11. Backfill along foundation walls is to be clean material and Is to be mechanically compacted In f U.- Z m om. ,Joist on Ledger to Beam(Toe-nailed) 3-8d 8d 3'-10d er oist " 0 0 m - - - - - - -- - - J I_ - - - - - - - - - g ) p j Fb=975 psi lifts to 95°10 of maximum dry density. Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist Fv=175'psi C z w -1 Lo v �4 Band Joist to Sill or Top Plate(Toe-nailed) 2.16d(1) 3-16d (1) per foot 10, Underpin existin foundation if necessary. Connect existing footing to new footin s and wall ,� w- a°w - - - - - - - - - - - - - I Ft perp=565ps1 rp g 9 9 9 ax OVERWE,4D DOOR I ROOF SHEATHING E=1,600,000 psi Mops with No.5 rebar dowels. N LL w x I Structural Panels 8d 10d (Cletail sheet 5-4) a j.-a w T M 5d I 5. All'beams fabricated with multiple laminated Veneer Lumber boards are to be nailed/boited in accordance &u ,ested Underpinning Procedures: U z= o w w 0 with the manu#acturer's specifications. z~ a a)'Underpin prior to addition of any new loads on wall. a o ,c H z I I I CEILING SHEATHING 6 All straps,•connectors,plates, nails,oft.are to be galvanized or stainless steel.Designated connectors,, Z w a 111111 p b)Excavate small exploratory pit at exterior wall to determine depth and width of existing footin6 a m 0 a Z o r Gypsum Wallboard 5d coolers 5d coolers 7"edge f 10"field strap etc.on these drawings are made by'Simpson unless indicated otherwise.All connectors,straps etc,are Inform ArchifecUEngineer of findings before proceeding, y a w=o w z f I to be nailed/bolted ill accordance with the manufacturers specificafions, z W Z- w WALL SHEATHING <MOOZMZ ' I 2s c}Upon receiving approval,excavate to the top of the existing footing for rile entire length of the ii m a O W o 0 Structural Panels 8d 10d 6"edge!12"field `7, All floor is to be laz Inch AC type plywood,tongue andgroove,with an APA span rating of`48124. to w a-a z -- - - - Floor sheathing shall be glued olid screwed to the floor joists(6"O.C.edges and 12"O.C. field). area to be underpinned on both sides of the foundation wall.remove Interior concrete floor as LU F m w a awc Z ,k 1 « necessary. w u z o Gypsum Wallboard 5d coolers 5d coolers 7 edge/10 field =m J w z w o 8. All wall sheathing is to be 15132 inch APA Elated Exposure 1 plywood and shall be fastened to the studs as 1`i_0 3 cs a m v d)Excavate by Mand below the existing footing at no more than 3 foot lengths. 1 u. ;' FLOOR SHEATHING parthe naili schedule on this sheet: l 6• d "field e)Install a keyway between sections. Allow 7 days Curing, Structural Panels Yr! 1 or less 8d 10d edge//12 fie 9. Solid blocking is to be installed every 8 max or mid span of all floor joists v0spans exceeding 8, Z fi Back fill and replace interior floor as necessary. (1)Nailing requirements are based on wall sheathing nailed 6"ort-center at the panel edge. Alternate nailing schedules shall 10, Double joists are to be installed below paraClel'walfs. U 1 Foundation Plan be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed3 inches pan-center at the panel edge to obtain hi her.shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall g)During the underpinning procedure,monitor the existing foundation wall for excessive a A-2 SCALE: 1/410'-0• g p g 1, Blocking is to be installed at all point load bearing paints. movement and/or tracks.Notify the ArchitectJEngineer if movement andiar cracks are rioted. be used to maintain load path. U (2)When wall sheathing is continuous over connected members,the tabulated number of Waifs shall be permitted to be °12. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. 11, dowel to oxisting foundation wall with No.5 rebar. Grout solid all cavities in existing wall for a)reduced to 1-16d nail per foot„ 0- three feet from new wall. 1.3. All Joist and beam hangers acid fasteners used on the exterior are"to be Simpson Type 304 or 316 Stainless Steel. Slab Site Preparation J '14. All bolts nuts and washers are to be stainless steelor hot dipped galvanized. The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of the slab elevation shown on the Architectural drawings. The areas where the stabs Is to be installed are to be Proof Rolled in accordance with ACI 302.1 R. z The Engineer is to be notified N unacceptable sols are encountered during excavation and if Proof Rolling produces results that exceed ACI standards, 5112"X 16"APB HEADER � =mom=mom + The excavated areas along the stem walls and footings are to be back filled with clean material and ■� aa�" � aas �a a�aarl a_a� aaaaar �� �� � mechanically compacted with clean fill in 6 inch lifts.Each layer is to be compacted to 98%modified i proctor. Lid N( C:) I *Base Material layer shown an the drawings is to be a compactable,easy to trim;granular fill that will C � remain stable and support construction traffic.A clean fine-grained material with at least 10 to 30%of 0 particles passing a No,100 sieve but not containing silt,or organic material is recommended. Slab Notes; o '' 0 "Isolation joints are to be Installed between the slab and the walls.Use preformed joint fillerthat is to In 0 cutY2 Inch below the slab surface and the resulting joint Is lobe filled with an elastomeric joint sealant, Cq Contraction joints are to be installed as shown in the drawings and are to be%the thickness of the slab but not less than 1 inch deep, l I N The welded wire reinforcement is to be placed iii"the top third of the slab and Is to be adequately C C supported byprecast concrete bar supports to assure that the reinforcement is hefd in position during 0 a concrete placement and finishing, � L. N CO m UJ UJ N Design n Leads: 1314"X 14"LVL RIDGE i� r i d ssa� assn aria rau�r ssr,a a� .sr � asp as. asp aarra �� somas asses a� � sss ra>• aaa�r �� s �� � a� aa�r rss � � �� E •►• W Roof-Live Load-30 psf Based on ASCE-'rand Pg=25 psf per Figure 8301.2(5) z IV74 Net 77N -Dead Load-15 psf (n -1st Floor -Live toad-"125 psf Dead Load--15 psf �® A.PAs I -Wind Loads.-130 mph-ASCE-7 qh=25.8 psf(Exposure B) I Roof C&C Loads: -43.3 psf(Zone 1) -60.5 psf(Zone 2) N -67,8 psf(Zone 3) o� mall C&C Loads: N�� ..�y. -31.6 psf(Zone 4) r N. -38.0 Of(Zone I' Project Location. CL1ly1AT1G AND GEOGRAPHIC DESIGN CRITERIA THIS BUILDING is i)ESIGNED AS AN ENCLOSED 2 2K10 H ADER 2 2x10 HEADER 2 2)C10 ttEA1JER I STRUCTURE,. Ground i d Snow Load wind Speed Seismic weatherng Frost Line Termite decay Winter Design Ice Shield Flood Hazard, Depth Temp' Underlayrnarit Drawing Title, 346a 34611 346o _J R rred Floor Plans 25 psf' 930 mph A Severe 36 in. Moderate Slight to 11°F None )VA to Heavy Moderate 1ST FLOOR PLANA ROOF FRAMING PLAN 7.v.T.M61ST'.1000 SEC.86 +. 9 gLK .tLOT. tF . Project No. SCALE:1/4"=1'-0" Date, Drawing Scale, 7/26/2023 As Noted Drawn By, Checked By, Drawing No. AN of r W z 5 b } Y A-3 A-3 Z 0 J } N 3 m E N F z oCL + z d Co d C G m E C ° d to i zaCD 0� 70046TW3046 TW3046 -� r a w J W F itE zOVOC W LL t,-,z p yz caoc 0 owma +' HV -00 c Z W j fA10 V i� W~ <OF �= LLU1 c �a III IH 11 11111 1 . 11111 111111 V Z= OLu zF- i-a=3 Quo CCFF-z 1 Front Elevation 2 Rear Elevation ZgyZ ,Ww v1WWH0 Q 00 g A-3 SCALE, 1/4•■1'-0• A-3 SCALE, 1/4•■1'-0• 4 a o v W O W W=mmaww W~ W O =cc-JzZWp P03c2am0 Z _ 3ta" o.c� _6" min. / x....__12" max. V TYPICAL TYPICAL C: Ll ' x PROPOSED WOOD STUD SPACING CORNERS �N °° PROVIDE SIMPSON STRONG TIE - LSTHDS 4'-0" O.C. 3" qu. WASHERS d • °o° END NUT SETUP J 'SIMPSON' BPS 5/8-3 NOT DIPPED GALV. •o• TW3046 TW30'46 i 2 X SILL V TREATED DOUBLE „ TOP OF P.G. FDN. SILL PLATE. •o Z E LJ DIA. ANCHOR - � BOLTS (TYPICAL) � r� C6 ' 2 X EMBEDMENT LENGTH P.C.FOUNDATION + 12" MINIMUM WALL - REBAR LENGTH ,—n 17TTe / U N � 7 HOLDON DETAIL p r. •,, A-3 SCALE, NO SCALE (� 6 ' Anchor Bolt Detail t A-3 SCALE: NTS Ix 4 Side Elevation PROPOSED RAFTERS 3 Side Elevation A-3 SCALE, 1/4•■1'-0• (� A-3 SCALE, 1/4 ■1-0 • -BRIDGE VENT 00 (2) 2" X 4" TOP PLATE C c ° ° 0 a L3" X 14" MICRO LAM RIDGE ,_ ROOF CON57RUCTION 2"X12" 16" O.C. ROOF RAFTERS ° N 34"EXTERIOR GRADE PL Y WOOD ,N m 2"X6"C LAR TIE 5NEATNING W/ ICE SHIELD ON ENTIRE W V ROOF 3450,45PN,ALT 5NINGLE5 ° ° .0 ° ° o Z r N Net � <O ti 1.NOTE: AS PART OF SHEARWALL SEGMENT (SW.S), WHERE 2"X4 KING STUD NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL EVERT' COLLAR TIE SIMPSON H2A TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. ad 2. OLD DOWNS REQUIRED AT ALL E4DCORNERS OF STRUCTURE 2"X12" CLCD JO/575 e 1211 0.0, 8 ALTMURRICANE STRAP DETAIL e���,�aA.PAS�,��or�� UNLESS OTHERWISE NOTED. 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & A-3 SCALE, NO SCALE DETAIL (HOLDOWN d CONN). o le A \ - PLYWOOD WALL CONSTRUCTION SHEATHING ad 2")<4111611 O.C. STUDS COMMON NAILS m 6" 16" O.C. %?" EXTERIOR C.C. EDGE 6 FIELD 5NEATNING Project Location. ' I 4,0i a.m I II c INTERIOR ZONE 16�t Td/ 560 FLOOR JOISTS -0 12" 0.0, Drawing Title. ® PERIMETER ZONE Elevations&Section I I HOLD DOWN GABLE WALL (EDGE ZONE) Protect No. 4EA WALL I5®M TRIC, �ET>�IL 10" POURED CONC. FDN. WALL Date. Drawing Scale. SGALE: N.T.S. ON 2O"XIO" FOOTING W/2° X 4" 7/26/2023 As Noted Drawn By, Checked By. 0=:� SGALE: N.T.S. 5 Section A-3 SCALE: 1/4•■1'-0• Drawing No. +' ` _3 of