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TOWN OF SOUTHOLD BUILDING DEPARTMENT � TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49303 Date: 5/23/2023 Permission is hereby granted to: Voigt, Trac 60 Gramerc Park N #12B New York, NY 10010 To: Construct additions and alterations to existing single family dwelling as applied for, with Trustees letter of no jurisdication and DEC approval. At premises located at: 12600 New Suffolk Ave, Cutcho ue SCTM # 473889 Sec/Block/Lot# 116.-6-13 Pursuant to application dated 2/6/2023 and approved by the Building Inspector. To expire on 11/21/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,138.40 CO-ADDITION TO DWELLING $50.00 Total: $1,188.40 Building Inspector w. 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 liti is://Nvww.sotitliol3town[IN,Lov Date Received APPLICATION IFOR BUILDING PERMIT For Office Use Only PERMIT NO. 30 Building inspector-,__ Applications and forms must be filled out in their entirety.Incomplete Where the Applicant Is not the owner,an ' ns ill not be accepted. W , applications w p pp Owner's Authorization form(Page 2)shall be completed. Date:December 19, 2022 OWNER(S)OF PROPERTY: Name:Vito and Lena Tanzi SCTM#1000-116-06-13 Project Address: 12600 New Suffolk Ave, Cutchogue, NY 11935 Phone#: 917-757-5569 Email:vtanzi@sorobancap.com Mailing Address: 28 Mason Drive, Manhasset, NY 11030 CONTACT PERSON: Name: Teo SiguenzafFeo Siguenza Architect PLLC Mailing Address: 460 Old Post Rd. Bedford, NY 10506 Phone#:914-234-6289 Email:is@teosiguenza.com DESIGN PROFESSIONAL INFORMATION: Name: Teo Siguenza Architect PLLC Mailing Address:460 Old Post Rd. Bedford, NY 10506 Phone#: 914-234-6289 Email:tS@teosiguenza.com ., CONTRACTOR IN FORMATION: ' � Name:TBD � i A-Pa U Mailing Address:TBD Phone#. Email: TBD . .... "~ I-,-3 3 �.� � :05 ,. ,.._._. �d . � I"� �k- bvl I c��.a� , v►>i�ta DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure EmAddition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Interior renovations in ex..footprint+small additions over ex. decks) $ 800,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes RNo 1 m PROPERTY INFORMATION Existing use of property:Residencial Intended use of property:Residencial Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes 19No IF YES, PROVIDE A COPY. Check IIBOR After Leading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with an applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In b ufldln ls for ne necessary NlraPe Inspections. statements de herein in are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Newyork State Penal Law. Teo Siguenza AIA Authorized Agent ❑Owner Application Submitted By(print name): Signature of Applicant: Date: 12-19-22 STATE OF NEW YORK) SS: COUNTY OF Teo Siguenza Architect being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Authorized agent and Architect of record (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this n 17 —V�day of Notary Public $`1'1 VM M NIDI 1C'H PROP TYWINE ,�'lH_ I A ii .la quaw 14Nei VYvanGrexa/ .. ..� (Where the applicant is not the owner) 1 Vito Tarin12600 New Suffolk Ave, I residing at Cutchogue, NY 11935 Teo Siguenza Architect PLLC do hereby authorize to apply on 7M111 �wn of Southol gilding Department for approval as describ d her . gn fur Date Vito and Lena Tar f . Print Owner's Name 2 Telephone(631)765-1802 Town Hall Annex 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Ze r41 Southold, NY 11971-0959 ,q BUILDING DEPARTMENT NOTICE OF UTILISATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEEREDI "MOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: December 19th 2022 Owner: Vito and Lena Tanzi Location of Property: 12+ 001 New Suffbl.k Ave, Cutchog e,NY 11,935 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) x Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: -i; - ... �. Name (person submitting this form): Teodoro Siguenza-Teo Siguenza Architect PLLC Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 Rr7 A� 0 FEE, 15 2023 Scott A. Russell SUPERVISOR �i- � TM A NAGIEI1 LENT SOUTHOLD TOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 , C1 APTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATIONX . ... ._. __.......... .., � � � � TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) a; .mDesign Professional,�.._ . APPLICANT: (Property Owner, i� Agent, Contractor, Other) NAME: Teo Siguenza Date: v. , . ., 2/6123 �_......m� Contact Information: tPsurtza roii� ..,,..w»�.....,... . .µ._r.�.�.. Err i ty Address / Location of Construction Site: hue NY 11935 S.C•T.M. 1000 00 New Suffolk Ave utcog � 4 116 06 13 ... ....- ._ _...... ....... ._ __.m • Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than I Acre No S.PS.P.N E S`. Permit is Reciuired i Project does Not Discharge to Waters of flie State Ni:; S.P.Q.E.S. Per"ma is R'e wred p 0 - Area of Disturbance is Greater than I Acre& Storm-eater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECT] Y From N.Y.S. D.E.C. Prior to Issuance of a Bgilditw Permit. urea of Disturbance is Greaier than I Acre s Storm-v ater Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York THE APPLICANT MUST OBTAIN a S.P.D.E,S. Pei'mtt thrrou h the Si uthr tld .I."ori' Imngineering De rtnle)l Prior to Issuance of a Buildin¢ Permit 2 Revie,, ed Bv. ± fX Car Fnp im a IZZMCP-T(1C (htnhar 9n i q 2 3 e, ,, ed =WESTCREEK PLAN I DESIGN I BUILDMAY G 1 2023 " e w., April 27, 2023 Town of Southold Building Department Town Hall Annex 54375 Route 25 Southold, NY 11971 RE: Addition and Alterations 12600 New Suffolk Ave, Cutchogue, NY SCTM # 1000-116.-6-13 Trustees Letter of Non-Jurisdiction & NYSDEC Permit Building Department, Please see attached Southold Town Trustees Non-Jurisdiction Letter and NYSDEC Permit as requested for proposed additions and alterations at 12600 New Suffolk Avenue, Cutchogue. If you require additional information or have any questions, please contact me at 631-334-9205 or a westcreekl uilders.com. Thank you in advance for your assistance. Sincerely, Gary Steinfeld West Creek Builders, LLC P.O. BOX 256, NEW SUFFOLK, NY 11956 TEL 631.334.9205 )Te' nit 11 "Aunt? Gletrt� Goickmith, Presiden- Fir A. �rcholas Krupski, Vice President � � i '0 box, 1 C k< � EricSepenoskf Sowha;mi"'i lly yi its. Liz Gillooh T,'ier0lonv 1631 t Elizabeth Peeples Pcx I a'��n �(66p la oa 110 .' BOARD OF TOWN TRUSTEES TowN OF SOtiT.HOLD March 29, 2023 Gary Steinfeld West Creek Builders. LLC P.O. Box 256 New Suffolk, NY 11956 RE: NOFO NDS LLC c/o VITO TANZI 12600 NEW SUFFOLK AVENUE, CUTCHOGUE SCTM -, 1000-116-6-13 Dear Mr Steinfeld, The Southold Town Board of Trustees reviewed your letter dated March 20, 2023, along with the site plan prepared by West Creek Builders received on March 21, 2023, and determined that the proposed construction of westward extension of existing rear wood deck; covered rear porch addition, enclosure of existing screened porch; addition and covered porch; replacement of existing entry porch with stone porch, covered porch at North elevation, on the captioned property is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Any construction activity or disturbance seaward of the limit of Trustee jurisdiction will require an application for full permit. Additionally, any structure proposed seaward of the line of jurisdiction will require a permit as well. With any future permits it would be looked favorably upon if there was a plan for tree replacement and a non-turf buffer Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, � m and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency If you have any further questions, please do not hesitate to call. Sincerely, Glenn Goldsmith, President Board of Trustees G. d NEW YORK VATE 0EPAR'T'ME.-N'1' 0F ENVIRONMIwo N"rAt. CONSEAVOXION DM%ft of ImkowimmW ftrmft, 5UNff(9,%Qny Rrpo ,50 OrOe Rofl Stony RrPQ.k,Ny 11740 F' Vb 444-0,365�F@W-'M 444 0260 MAY 04/13/2023 NOFO NDS LLC 28 Mason Drive Manhasset, NY 11030 Re: Permit# 1-4738-03801/00005 NOFO NDS LLC Property 12600 New Suffolk Ave, Cutchogue, NY 11935 SCTM # 1000-116-6-13 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, AWAU-Amw Rianna Scanlon Environmental Analyst Trainee Cc: BMHP File West Creek Builders 4W VOW% U t 111 of NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03801 PERMIT Under the Environmental Conservation.. �..._ Law.. m Permittee and Facility Information ..._,_............ Permit Issued To: Facility: NOFO NDS LLC NOFO NDS LLC C/O VITO TANZI 12600 NEW SUFFOLK AVEISCTM#1000-116-6- 13 28 MASON DR CUTCHOGUE,NY 11935 MANHASSET,NY 11030 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 711.254 NYTM-N: 4540.827 Latitude: 40°59'28.6" Longitude: 72°29'18.8" Authorized Activity: Construct new accessory structures for existing single family dwelling in the Tidal Wetland Adjacent Area. The new accessory structures including a rear wood deck expansion, back porch addition, rear addition, covered stone porch, wood deck with roof, and front stone entry porch must be located a minimum of 75 feet landward of the wetland boundary. All work shall be in strict conformance with the attached survey by West Creek Builders, last revised 4/10/2023 stamped "NYSDEC Approved" on 4/13/2023. w.., Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-03801/00005 New Permit Effective Date: 4/13/2023 Expiration Date: 4/12/2028 NYSDEC Approval ---11...............--,- 1-,"""'-"---,--"------ , '-"--- ---........... 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: SHERRI L AICHER, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony 1"',roo ,NY 11790-3409 _._- Authorized Signature: e,. ,., ���� ..___ .. Date q 2.02X Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03801 . w .... . .. ... �_ ..�..._.. .� . �..,.N....... m� .....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 FollowingmITmm Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Description of Authorized Activity.NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. 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 West Creek Builders, last revised 4/10/2023, stamped NYSDEC Approved 4/13/2023. 3. 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. 4. 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. 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 6. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary, are not authorized. 7. Development Restrictions New accessory structure construction projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a)(1), (4) and(7): - The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. Page 2 of 6 NEW YORK SIATI I, CI)NSERVATION Facifity DEC ID 1-4738-03801 - The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. -The 75 foot minimum wetiand setback requirement for all hard surface driveways,roads,parking areas and similar impervious surfaces exceeding 500 square feet in area. 8. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 tbet seaward of the approved structure is prohibited. to. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or Stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. 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. 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 14. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 15. 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. 16. 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. 17. 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 50 linear feet from the tidal wetland boundary. 18. 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. Page 3 of 6 MEM VORK ENVIRONME]"ClIA1, y DECUD 14738-03801 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 20. State 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. 21® State May Order Removal or Alteration of or If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation orimprovement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. ................ ...... RAL 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 pennittee shall provide a person to accompany the DepartmenVs 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. ]P'age 4 of'6 NEW 'V'OttSTATE MIK:k"Alt I'MENT T 01F " ' (,Qqr I+,R" ' "IC°@0C ?a Relationship of thisPermit it to Other. Depmartmemnt Orders and Determinations ns Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any carder or determination previously issued by the Departmmemt or any of the teams, conditions or requirements contained in such carder or determination. 3. Applications For Permit p ene als, lr difications or Transffers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. .Any renewal., modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator YSDEC Region p Headquarters SUNY (r) Stony Brook150 Circle kid Stony Brook,NYI 1790 3409 4. Submission off. emne al Application The pertnittee 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 ations pay the:pDepart ent 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 appllcatiOD or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope o the project as described In the permit application; d. nearly 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 Pen-nits are transferrable unless specifically prohibited by statute, regulation or another pe It condition. Applications for permit transfer should be submitted prior to actual transfer of ownership., Page of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03801 _----_............... 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 NEWYO Department of - - - STATE OF OPPORTUNITY. EnvironmentalN T I E- 0 C - Conservation i 6 The Department of Environmental Conservation (DEC) has issue permit(s) pursuant tote Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and I extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. t Regional Permit Administrator Permit Number SUSAN ACKER A r ,- 4738. 03101 z 40005 I Expiration Date ql121 zort f NOTE: This notice is NOT a permit Ad a �:p VAP m l4 an d„/.-r+JY„m arr,rp i INNLS w. 1or ^~'�' 4(3It C,Y"`flU4�'g„d���, PwY!r,9"✓ 0 f ,�... R:I �al:p0.U1GYW 1VUW4 NWflll" Pn'fl ) % � U ��V. 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IN-'u�4N�N NLN:NZ ',N 4 � .. w I I N I::N�: LIr� �INIW N NLNIW INL� NI�: W�N I :: .:.: .:: u ffam!" " ILUM—r WI �_�_. �..__ ..�_ .. �� .vr ._e . . ��� � 114" OIL"EG W�IE::N'�:N NL L L wL 0 110 » 0 N tTE FLM4 w: 5N:���p 14 SN::d SII EYB':rN 1E N W RNN 5NL' °TN":IAI: Wµ SE11II;N 1441 SNS 030%) II„:LATLLAI,NI:'I:N T, F N 6NNNNN WNN'WwNbNLL 0I4Y9N."u" R P^dVY 4 i r 1566 W14AW,RD, JAMENFOKT,NY'N'NNN NVflNNOT COVERAGE AFTER C0N5lNnft16 SACS OF 0 3D I . PROPOSED COu PNP 15 Ak , APPROVED 4rtiYq,hA4 /p,w pn Dlr:l9,. AQP I. � DA ED NI'P�" WII�IIIW N'M,,2 I ,mriilr,,Y;„NF fp II"6a^'NN VNfl� ;b?N�Nf",w,UNSrrNIaNNN�::oN"VN 9lwl' "rfJl ^'b�l..N 'NIP ti[dP,)IFPEXIwaP"N$^P , a�IXN,4"d��IIII;,IW'NNlIfNa"q i TLEO IG SIGUENIZA TANZI RESIDENCE = rF: ; 'k ►/Q 460 CLD POST ROAD ZA BEDFORD,N.Y.105¢9 V I T&:914130.6289 FAX:914.134.0619 ADDITIONS AND ALTERATIONS "" APPROVED AS NOTED 12600 NEW SUFFOLK AVE CUTCHOGUE NY ` e4uL4°� � -14 Me BY: DRAWING LIST: NOTE THE ENERGY COhSEn';ATIJP:x:ACCORDANCE WITH RE<"!F8'ECC(TFRLf.RA).^,? iFy$UIit LNG�EPARTMENTAT -Tne bu"lirg odd:tcr.l !s di4l.1 S-ply.:tS the 2020 NYS Rus,dentiu! P'4!r, M,mum T101.00 TITLE SHEET&LIST OF DRAWINGS code,Ap endix a? aCgn AJ801) R ZD20 Nys enerey sods. °+^sc.E ALL LAII MATEPAL AND 3=9AbCES REQU!aE6 FOR A -F,re slop a'I:be;.stoped:r.c he:ze::tol ares, C3tdP;ETE%JJMBRlG.NSIALU,iF7a AS Sh;CAw!ON CRA;S'1t+G9;NO Cl:n+cttl Glaw;n3 Sk}:a::f G`:z¢+y Cl,i:ng trurte anti ?Aaen;:c; Fic•�' 3:1 e!nent We 9,t Pe 'Cd .�c j��� SP-1.00 SITE PLAN AND RES CHECK rhea Ulerz Nie c':c;es ar furreE cul na 15 k incnde ERE IN.F EF,SPELrRED.LN LUDNG PUT NOT La.1.7[C TO THE FOLLOWING PP.:rCIPAL ITEMS'. U Faator U-Pecten SHGC Factprl n-Va:es R Valu R-Valu F.'ia^ie R-Value R Vo us d�,"Cecth I R n� 1802 BAM TO 4PM FOR THE 5!C!j aR}rgmed boys c+n•70'per csd, P'PE AND nTT;NGS D101.00 DEMOLITION PLANS -Ear•re h•m n hold w'reI ural!.!erno:a,actad smoke.nJ P!u r:cr; 4.32 SS I R-i• G_2;,° a,/13 R-,0 -19/:3 R-t0,2 ft, " OLLOUitlNG INSPECTIONS: .,often mahoxlde+do-:nstu:led per rode ic,.aw-u-s old atner SLI%°UP.TS,.SifE':C,AAD E:'CUTLtiECN> `.SaSr I I a+eas Phu!rens ra-1,lamq dor.>,or,fall..the :°ery TESTS AND ALUJSMENTS1._FOUNDATION=TWO REQUIRED ra:.termor ora fire ezJe flaw U.- !E`MT8(G.0 SHIL'FRC,'ILPF AND r^AT A'_1 CHARGES FOR PERMTS,'NSPB:TIONS,ETC. A100.00 PROPOSED FOUNDATION&1F FRAMING PLAN For ureas ahem n A•sp,oy f,m:.=_alar.. to be used and:s TAN TO ALL:NE FLUMRWG is'z•Rnl C �' CL.{A„l:0 ANJ GC'"+(2AP',CL C'".SGN CRTUtiA IN cICCRDA4;'E'!Alli THc 2D20 N';b E!E"aIDL"1t aL CCCC 7AULL 3Ci. I FOR FORE L 'NP,7Lr CONCRETE --ed such c^In attic areas,the,sl';,e nd',,q sacb as WORK Ill CONNECT:CN'A JH OTHER WEES WAND UES+G;r SJEJECT TC NPACF E-,ora � � AR MEA NC REM +_.to cn el.rc-r c,de M::GiEla;ACC.aNn GUsR4NrEE SEISt!:C ! h;JiEF i'.CE SAFRE' !p Air , A101.00 PROPOSED FIRST FLOOR PLAN =�^t - n GR°c"° !� az°�3 ING&PLUMBIN ec bath•dvm p-xMu=r fnr:,;ad c!r}has cry: ex!mnsts n:. Pf:O,':,E o,'S SAW Cr.:LUEr FUR:LL CG aMEHi SNN,tr;an SPEE•J TuF,'r.'RAPr.IC S?EC:YL t';II.D-RCRN OES i,rJ I :CSI tl`JE i`:.,N 'UtiOERL4IME !eys�a PF.Uv X PROPER R:NW-11t1U i0 Al CCL`FME47_'ID GU 'NE::THER.N„ he trsluI'd a:-9f to e•ler+Cr. AP'-t R:!^,E«aE HHG PLUMP NG (MPHj FFFEC?S WIND Rf.,i.-:rIDE6R5 Zvkf C.7EGPRY DEPTH +.aMTES �7Elir I FECEO A102.00 PROPOSED LOFT&FRAMING PLAN. _ ane,�r=,na;T,-•ens:w+e,•.cl acwe P r gloss}+er erne. PROv 3E ACC ESSIB SHUT OF 1AIL, CN Al 5EF.'CES iG ed ITE I DF EO¢FMEt 41e, any'reew,ar e>telor star:will,31or:r, ll"y s+ TF.SS: 3' '3CM�1 NG YEL .v .. F�•EgE A2" Mi10Ek;•TE r5 Dtl•( 5CS EtE. Ana cA nn!",Ws t3 nr:ass :.I_ TC HEAL', M A103.00 PROPOSED ROOF PLAN ha g:ou.d sEm:I ha a npere°sa:sty doss eel code, RO-DL U A'PaT-ZNS,TCNPCFAF.1 WWEK no NTH+1 HEP P,ECOLD TS S NTENT THAT MAY ALL OF BY G TE57S " 7RUV 1 ION MUST t=a Nen stove nil}hove min^.um cea-ze irsn comb'st:ble TAK".I-L PRF, TO PREVENT CAI?WGE TO THE BU Ln'Nr,Ar,G TE CCIITENT}HAT fdA`.'O:.CUR BY SUCH TESTS materia'per ll-facture,of- end rr:mt be;Led an: 3-REP AIH FNC MAKE GOOD,AT N_,EXP`N3L TO THE OANER,ANI DAVAGE 50 CAUSED A200.00 PROPOSED EXTERIOR ELEVATIONS lc:edea kr hansZA ase,it=.a•r a,ge hood s2 tem caaame o!exhaashn5 i C1Y LLEC76 Uft UEFICIENC ES,kSl VERED AS A P C0 T CF TES.=..SHALL(+c MLIEDIAFT`f+L?ARED!ND TESTS __...____._...._-........._......_....._.......__-__.___.___ AIR&ARRIER&INSULATION INSTALLATION BE COMPLETE FOR C.O. ;n excess of 400 cubic feet per minute then snde th;t SHALL BE REPEATED UNTIL AIL REOUREMENTS ARE FULF!E1£[ .. PROPOSED EXTERIOR ELEVATIONS mc.e ap ,nog 6n p+a•:d d abhor:+;awney ar 5,!I NATER>ErcMS SHALL BE TESTED h!H 125 FSI PRf55 RE AIG ST +>W HOtn HSS OF PRIES URE FOR A. Al f�o1I1G�T�1 1/�TI 'tJ SHALL �/ A201,00 mccLnnlcc::• MiSOS, PERn?0 OF NOT LESS TYY4 3C MNu`TF.S.SAN17Arl,S?'ORM AtID'SENT P!P14G SHAtE BE TES?ED'y"TM.A HFA^C( GOFII'i)t.E`:T nN CP.!iER_q ALL V IY�7 L fll/V" 1� �7�1f1LL EYI +Fe+ WATER NOT LESS 7,a,N IC FEET AND RAND rfiP A PCP-30 l F FC MINUTES WITHOUT A LOSS CF WATER. � y "' "" I- -Parch Pill"s guard re.ehaud ox ne:; 6 per s C" G.AU TE;TS S-ALL 3E CONtt:,'cD BEFORE FJS+JLlT c�!J AN-,FRPO.TG Ctif_•INC UP GF CE;LTJ53 ANC YfAh< ! _ _________________ ��� z;r Earner ora ihermat bar>iar pp nn''''Fp NTS FTHECODESOFNEW A300.00 PROPOSED SECTIONS R3!z "Pill" and ree'de^i at teas. Contin ons¢r,crier steal! 5e:ns. •ec m ht�hK*��' yrF -Nen HVAC equ}pmer!is hero:nsta lea:rt arCh.an.spat¢,then r,-J to z UPON Cod'?ETWN G+:ESS TO WATER P:✓.N:,,FLU>'+L:N s AND):SNIF'ECT lti HEALTH DEPARTMENTS STANDANDS - Jc leakage test shall uz perta:Tnl per endo, Ei"',R'CA._'ACR, E:'ter:¢r thermal an:elCpL' L¢ntan3¢ ¢¢ntlna¢I QRKI`STATE. N T RESPONSIBLE FOR A301.00 PROPOSED SECTIONS raa Hw L erupmcr: nen e.d tet aca'lcame e.de ec.eiicn cod n'e,Y FLAtTREA:.t¢F.r:•.WNEr,EDuIrMElr,ui0 srs Ms AND AL7[RAr;¢Ns?O EY,I PIG CLEC kICA NST T YS$HNL Rreo'<=+=r iclnrs in the nIr harrier shah t: <e81e 9 G NFORN, N P:1±: A:r-.pe measle inaDl¢t Gh c i¢D not D2 DSed aSDESIGIT3R CONS . UCTON ERRORS !w+r mrmtcd c6fbprF, NI t!u<tnodk<naelglt:I:cr o'Ae L' he aft hen,tir wad A350.00 TYPICAL WALL DETAIL&TYPICAL DETAILS no,a Pan andemeet,n0,fact s^ue Mf'e-rh rNPq stn a a PR0,111 axEPIA'LE;I'I 1CCAT19N3 RCOUIREG BY CCDE aa•Uirs b r Urain wnnect,d alrect.y to in,e.rr'o, 3.REFER TD E_ECTrvCk Puylr, .. A351.00 TYPICAL DETAILS -me c , e wed Parra(Type v far n.,and,rwfj W:: r ea to ce SstoHeda.cxtenc:nnn crag apFr;:.=r by Arpee(pr?e sad PRESIMPRvE UGHT R£OUIREMEN'S The c:r borrer it any dropped rt:iro>safl;t shall be aligned With the P.. PF.9,: ARTIFICIAL.L-T CAPABLE GF FRC.+UCING Ars P,ERAGE:Lr LUMNATISN OF.•FWJT CANXE,IER THE AKA OF THE A800.00 EXTERIOR DOORS AND WINDOWS SCHEDULE '"'t`'(`a pi0°tom' R"4AT A HE!GHT 3F W'PBCYC THE FUJCR LEVEL -,uIGQUn end al.y ceps i^ the air Owner See:ed. -F.:w.tres-sbo'I•:amp+.y.;it,sec`,on N11C+4.1(R439.1)bah6ag eI.I.pmeai. srw;ue E101A0 PROPOSED FIRST FLOOR ELECTRICAL PLAN ,lot eC=til'.!«ea' a pe`u a^en;r`°,read FIFE PROTECTION s*s Et{E. ?e_Is '3 rf:. ..lent,xh,' c^ r high efF+;aty IPrl i NAL AnL LA UNC F NSHE`-SHALL RAVE A FLAME SPREAL'P:..Ek.UC.+N;.5+lOY£DEVELGPVEtJT'I:OEy 14SO .,orrefs and renders Shall be tnliu:eed and the 'unct.:ln of'he tbu,dntio0 - -hot less flan ane Prg d,ort`a termasiot she;; as pro%d•_'far roof, Y`VICf.FRE BILC Y.:hG rtR R 02.17 F.RE"n!:TCX No:Ih C1NC`.1 SPACES OF RUL,WolLtS AIJD P<R,111ONS lFrm CALLY ,,,,,.,-,K„„ +.xrw s*waTuw+ ! sh>orcie h"U"q f,"Ailg 5"1",Per Lvciion N1 iU3 i AT CEiUMS A`t0 FLUOR LEv£t;A+C HiddLONTALL'C.AT IeTERI'.+'S AOT EYCEEE:IVG i, ••^•U"!U AL-IPIN"_-,VENTS,Ai3"WFslC. and s: plot,Shot: b ezled. Nr+.....�.. coummwxrs TlWwartE W be F REFLECTED CEILING FRAMING PLAN -- 1 PROPOSED 1 REL •le r= +, 510 .00 P R - The n":on .f ._ "^ ton c „xtara: Wa11 sn¢!.,e s¢ciei.. -Pr=_un:pE vE desk^4^ad aesr'ng sue of;:OO PR. HC+.E$ETC x�aa h_ ,u -t e the .¢p p+¢ C.. 5 Fa,Rn shah I,c aced an rock,surd re Ye:end:nr � PRE P-Gr K44S M:T'RAL. NOMINAL UMBER Tne deziynetea Placard shot he'nta.ed+m ! 1_ _ .......... 5 M 5 yea+ -• - - " e,te,:o, Extef�o(tlermal erne.,pe msu'edl:on iia ironed no s =-half be ifs:o ed ir: '2.00 PROPOSED ROOF FRAMING PLAN y Dc fist plots lodt-s on sc'I;hat.an=sh pr.mcr:n•o+cloy yr syt or Fav, S. ."+G'nUE bi3 7fFE x CY.EC•1"I ABC+`;c FUM16A.�TjEc tETt C_ avec r field ay 5 -.. : local an tG aaM on;marpr:c materia a,fir.. : INSTAL!SL+UK£apple,:DET£C??a5!ti EASEMENT A^,I:DICAiEO O'.FLAN b:to,7 inspec u. I _ a i,)UJ, _ ._a,a.h the¢r ._ .-. Nex heatin-,cna'na 3t duct sy'al that aro:l a.of the ded;t ,=_,s! y A; Ni,r"' .4G UNH.Y+:;KE-IAF.;aS;DE?E?'i3 S Sfii:i BE INSTALLED IN AL!BEG%OOHS.a JACENT HALL,ui=C'iE .f.e_ a!!>s.., .e ,e.._-. e ' !� 1b5lGnt:Gi co and On:�ri tliiCnrr'e h nSpectw 1 2-113-23 ri comment l Y.-e �- nom: �. -:a " g 41 E S vAcLL , compo•ni!b-th,N1IC3 q/ar A:crat-sn to err mechon:cc s}--ne,+s1 I CN wH;TORY¢F OW'ELL NG "mD'Y.it""rola.:5015 4.2 ALL 3.ICKE AVm-rAS!DETECIORS SHALL BE LISTED'.N 5CC0"nGfJ7CE'ACTH'il 217 AND MitAl!EG I^1 ASCORCiNJCE WIN!HC i',•inlaws and doors: ..._..._...._ .-....... ._....... ..: Pre hcReg ,1 De;astaLeE ir•u!1 ha:zaok o-s. vNerc there are PFMJS'ONS OF NF>^A i2 fh b t d h( lei mases nr hailed out wa.:s e,.nr.P+dt•.1.;ramvti tiny,every'C'Per cede ;3„4L SMav,E AIARM5,wDE*FC, 5 Te e ween Win aw,%dc,:r j¢mb3 s+a l scaled, . ._TORS>HALL 3E NTP. ht.EC+cD IN SUCH a Mevtlen THAT THE ACTIAFGta OF CNC AIpJiM YPLL p Reside+ire h!atl7ng at any-if,5!,,a sea'at Pry--tan oc: ACT.A•ATE ALL OF THE A!ARMS II THE:4D%1GUR.UVfT - - 9 p;umS'ny pevnat an 4.1 1.;INTERCONNECTION:N"AXfSTeIG}AELL:S NOT RECUIREL'Ir.Ey-STN',E>ACES WHE."+E F�cef hG CAl4'1ES Hw:'E"✓JT BEEN Pim_tCisis. '-" �XPr SED )- TANZI RESIDENCE a_ADE CARBOH MONCXTE"AL,AMSJDE7ECTORS IN EASEMENT AS INDICATED ON THE FL•i0R Pwti Pim 015'5 side' ae insulated and include fre W'r barr:ef. 5.7.LARB¢N Men+i!(.;:E aLAr•.as/DR¢TaBs$Hate BE:NnazcewE:DTED sa rlAr,N;E actvaT:GN OF ONE lw!L AGT:vATE ALL _ .__.._............................................................-.._..-_-_....._...__.............. ADDRIONS8 ALTERATIONS G CARBON Nik3X9F ALARMS/GE7EC-TORS SHALL BE_STE':N ACC URD+'NCE'LATH UL 2C34/OL 2f,,5 AN:'LTA;Eb IN I NOTES, Piorrcv; ;amiss: ACOURD.ANCE W,H NFRA 270, I 6af{5 in cul fav, C+JVit;es moll be Cut t4 fit,or non!:w C^..A•ltles 5h¢:' f:-F,eu INSULATION TYPE&VALUE _'t1EN&t C;b7E N'viES. ''ay`CM1edJM1n`diseu.ut,;n systems should be deelgned I b;•Irculel:on that on 'ns#ol'ccion retld,y cCnicrms is the evmi¢bie:a.ity irsraG,',ertl'LAI'tna AND CORD space. !12600 NEW SUFFOLK AVE, Tne HVAC scum z e d?s.grcd by t HVAC sub ce.uctur ne hoot the e,Nrc hope=. stet temp"'dW a at i CUTCHOGUE;NY 11935 1 THE BUIU[ANr THERMAL ENUSLLPE B ALL BE D+URA3L"SEALED-C'LIMIT IN=:LTP,ATiON 72F when the cutalde iernneratu'<Is-5F ane n;,c t5mCh.rd The c,,r1,g system shay real r,11 r cItt'�-d:Paces ra nr I F,ece<;ed l;cdhting: M!N.?-NAUJE ?iSUAL-!ON TYPE ! i i"widen lir;atYdt ben Cal-ate the^e,iino and.cealmc loads ssinc ACOA A Al-,JGNFS.SEAMS..AND PENETRAFONS •:m!xu+�re n 2" }.rn:ture is 9CF. i Re"_esseo i:rht fixtures ir+sra!Ied in the bui:d;r, Thermal envu!oae silo I be SE r +r• 1P.<euEL stem b=:asp:rs;a-:°Idr the adcgaoav pt rte rntum Ees Sn cru s a6rp lc meet the pafa:maece spertiao#lans Mono 'J`¢n!y.M,ml•J`.5cds need to be subrrRted e 9 nCGF E:-4R. CL.>_U..EL SPRAT'FDAM B..JC%'JTS AROUr1U DOCPS AM,9'95 AND THE;++FRAV 1., _ _ - air ti•'t. l:. rP.tSd ,,^.nd sealed to the dr,•wnli. --� --- C.UT PEM1ETRATtONS hereh.Al tennagss Ie be detsrrnved.Ft matSFais to^.c aeti quad,nen a, ras s.-Fee.No sub54tut-ele-n} be far•ss:z PR:OR to i:'atJFing elr'y,Cult;4r bidpmdnt 3 r CYTERIGR s'iAtts R-2: CLOSED CEL SPRAY TO AEI - r.;n+CS Sip Fu:i1uO GfYDn)NCD=RCM N^N C.ONOYCNED SRlCE penhltkd e.peU.}U,sran':ec[s.,life.apprewi. Based or.e Minuo:d Iaac,the equipment muat s TITLE SHEET&LIST OF E ATt!f A.CCE55 OPCIAnIGS HEAT:%AND COQJNG EOU.FMEhi:H.ALL BE S:ZEC RJ ACG'G+:,%-NCE a'.IH e;;Ch N%•NIAaL',L.`.E•ED ON BItLO'NG LC'�ii5 � se`,cted usir. Menai S to � ` FLOORS R vSCU CCLL SPRAY(O)A _ r.:T D M ^CORDANCE•MTs.AICA AANUAL J_DUCTS SHALL BE OESCNED IN A.,CCROA"ME AWITH MANl L D,x!; 4 p%went aaers2:ng i Plumbi-:G Uad t+irnq: C! ,_._._;_...__.___.......,_.. _....._.._.__.__....._...__.__..._-_...-__........-_-_._____; F, ENV LOPE AR SL PLATES AL PE TESTED " AHR:cert�. t«s:n..t to_}.tam„ted for all N.AL Bart insu!rticn slab' be rut need:;T¢fir ¢round Win..^,g end p•umaing RlN9 ;0 11 R i5 CLOSED CEL_SPRAY FOAMBUILDINGv. F PTI N= cHAi+ : O,N AD"DF,DANCE WITH ASHREAwASTM E77. ,AaTPtaOi-_N IN A,.C,nGFN',E'A1THMY\UhL T,TES+. F✓;US:r BAU,Y.CE:N+•Cfv;:'lA`iCE WfH MANU.1_2DRAWINGS 3. ENVELOPE A,TIGHTNESS_ -.-E TESTE u - ,. - equipme:d..fare :ny-if-en,} puaal;?d°r e ter:. r IneuloCar+ tial on :nstclietivn Lead;I'Conforms to P ' } A SNAL: y - - ri-the a,d dese,1A, L.- 7emznt :'^i a-e!dasiyn and:goal.f tl:ey a ;LAR HANN EK•NI rh_RMr+1 B.RRR.h S L: BF INSTAi En FFR MANNFAC"liR:RS IJSTF.i"T"H" The. 'h-HVAC 1 r', ¢'"CIIS,0 ALT _ PROVIDE .,. ., , .. .„,: „. .r_ "•„ .Ar.• m. :r ' he"'. ",. ria dud Pvo.Hr r and other H•:,'-a ars s tnc „s#atlec, avU;IcGIe s-aae ahrli =_x:end behind ;,iP and Airing. -L:.duxt Wark.:r.uncerrt¢red spa�eS n+us,be p.„periy 6 FROE•tOL A M.J.uUM OF GP,c R3G:MCST.,i:OR tA..R HEARING,J,C�,OJL>JG Sia1vA+„3.�bLE RIAC,ysie r,ud!r, ,zra am.Ic_cm_nt°•ruglrers,y:;I., ,Pp;r:3, A ,, M F? 9 7 _... ,F AUTCMATICALLY ADJCSTING SPACE TEMPERAT,:RE PER:ECC 2015 840:.7 1 respans Pirity of the HVAC Wni'rcla, ceded With duct mrsKc:cd ias+i ctea{ins':ai>d aith R-8%ar I ,v u %.REFER TO h:AC SPECIF:CA'IONS FUR OWER PE)'JIF,EMFNTS iIr ctnt+ W,she p+epo:e Pro:, ft-'s c•or:au',inauaiuy-qu:rr .t k•cIIions and sate:!or fle u:r.s!-y tro'eTylecl I Provide Machan"•;GI'Dili'House veafi;ati n.Outside Ger �f..•w,y!u' an exterior will: a Was and R-5 f4"basements re•j d by 2018 IE17C).P:'oAde � R-cy I^MIIP25°:k1Ui S SHALL BE SEAIEU At HDUSWG.r:E}G;:k t!PfSH AND p'iu iu inxial a'im+ ' must be provided.b• fila a Heat kacorcr VcnGictar '�•� e.,,a ��.0 fl*C duct Park and Nex rens LEA. FREE! 5."CF`%IDC E.,_.SEL l., C / a,he intent bt h¢x s f:caPors is:.il to cam fete ccao8errol ems.Pmvlde al:getaC .s ( y Y ;he air 4A-_Lu•TU e.D:CAT_ 12.0 CFM LEAkAGt®75 Pe, pec! p s}s: s and ne-•sary (H ,i r i od acent to skawcr,and ,abs shot:be :ns}Ilrted ¢x Do rat'Dan' n:ar'oasts ar wall Cavities h•:rents return t o> G.WVn ORM-ERS S SHA'-L SE WSTILEO ON ALL CU-3CGR AIR.!NTAiES AND EXHAUSTS fa+c tupy Rp haticn:t system,.nether epecii'td Nerwnror not. a hosed r ,SMR c i barrier installed s,pUrbiatcj lh¢nt TfUm the ShOACts Uric tubs. 1 i.ALICE N,.Or. P 'Y tu• R The r1aA rete must be Gaiculate..s.e.. .n,.. F- i�✓^� ducts .A!T,LCN<AG-L BLOWER.DGGR TEST RECURED 7Je[:S,ALL BE 1°ACH a 37 Po. A core sTel t^'R:p-P,ntl ,:Ih"ryp:cah'e na!'cre!.state dhd leen!r,-des,rules n1C regu!at'ens WINDOW&DOOR SPEC B.NND BURNING F:'EPU.CES SHlsL HAVE nOHT PTiWG FLUE DAMPERS 1,"1D OUfDUOR QR FOR StanE:^.rd 61..2 2013. 94, T E eclriccUphane box of:exterior olla COMBUSTION t•OTE:SHE CONTRACTOR SLAVA.SUBMIT TC THF.AACHITFCT A COMPLETE:'Wlit-o hl GES•,RFTr;N iS?F.CIFK,Ailoul OF THE Si STEM i :cC -F'r'T'F ^F FFNFS;F.ARCN PRODUCTS SHAD BE''ETFRMiNF.O'N ACCURbAreCF,LATH NiRC ICU DICED,% FOR A Rrvir J By THF,ARCHITECT PRIOR TO THE CGMNENCENtEi Cr i.".'PK UNDER THIS SECTION DESCRIPTION SHALL favids spot yetnH%,j:on for a:'bethrcares.Fe,s are Ie i The a'r barrier 5h¢'. he instoiled behind elertf.r¢`:or Gsmmun;Cat:Cn N:NDUlV Y O6CF SrECS. 10.U n..:.R., 11.ALL:NBAA.TION e--t:AU CE IABF.I.ED Oft tN5TAUFO R-VALUE SHALL SL PFOVOCU OULNE aLL EOUOPMEi T,MATERIALS,9ZES1 AND F.CFKE$FTC. THE GENERAL CONTRACTOR SHALL ARRANGE A 4:u_K-THPU VrTH be Energy Star qualified. bD%e8 Cr air 3eGled bc•xcs shot: be;nst¢lied. 12 Ft;NI«h491;hTCN$HACI BE RvSTALLE?PER M'NUFAGTURE+F;NSiRUDTipk$ANO IPd SI.aSAM:Ac INE Ah;.ITEC;Ar7U THE MECFq'+!rAL 3DB-GUtlTHA,CTG`R GU'NG THE Wv"FK F=CR To;CMMEtJ;;EUE/ft C`f THE'A'OPK ;:LL FLF'ATE RY M4R.4N ar SGMATII±;.SER ES F. 7lGATHERSH.f., r WITH '+>T S.P=".' f Fw'MN' ^4 4iW! af.VNCPv,CC�JiPvENT S7ES AND LOCATIONS MUST BE REWCIVED AND APP?,OVEL.ALL SUPPLY WAD RCIURtJ A'REGIS'cl, ,r r .rCoots* �23t7C+� O� i CCNIAC.,.TH THE UVDr_RSIDE+. rte_J_L..,R OR FLOOR F .r CA+;IiY INSULT L Recessed lights reed%;be._ area and A -I.yhi:n € HrA revs:er '9 BE N C rin Ci WITH THE LOr'St'F.OF SNEA,iHIt1G,CR CGtiPNUOS 9J_U TCN SHALL BE INS7AL LEC S:AIVJS:ILS.RE APPROED Oh A AODM-3Y-RG''"N SASIE.PAYMENT Nk WOR11:JNOCR IHS SErnON Stik! No;AE .I _ _ >uiatcd cmilies HVAC •e.!.er bouts that 'Aene+mte bul,d!r.g tisrmal envelope 5110 he FX:ER:OR.F@ERCiA,55 L."n AA,Ut1.NU},i.,(AC O+.1':iE Ur7DER'.3IlE OF THE FLUOR FRAYNI qNB tXisNL1Eb'FR;.tA 1'iL BOt}Ckd h^INC it:P;lF AUrH3P.liEL`l;3'L SUC6a?'Ali AR RF•'ChE::B:THE AR:.HITECi a'aD THE'rYAIK-THfiI TCAE«PiPGE. Jt y P Q;i� INtFRIOR:WOOD I ;:1 PERME7E6 FLOOR FRFI.ANG MEM ERS I Previda a;!nasi '5'4 cneray,sawing amus;ae"pad as Se01ed t¢the subr:oar;.r drywGll. 13 WALL!NSULA?Cli SHALL BE 'ISTA.i PER MAPLFAJTURER S SP£L:FICAT:ONS ,,,;.r` h;qi!-CTGcmy) SUNDEFENSE!Ort-€AP.GOr!GLALNO r 1 . n r _ ta.;:^.CIINC It.SULANGN SH.It BF. PER/•f•NUFACTU?F.RS SPEC.IFICI.P.C•NS,SPRAY P(..`UREDiANE GL;CTS SHALL 3C PRESSURE TES':ED TO L�71a:NE AR:frRAGE Aml EITHE:7.ROUGH N EST:TOTAL LEAKAGE TESTED Wli A !: B_N..£D GNi,S W+TH?PACE(;RTAS FvAt{ Fu£1FF DF;FPRENTUT OF 01 ,'Y,;H WD ACROSS THE SYS-E}! NC}UO,4O Tiff MFNIiEA".TUFFRS AIR HANDLER ttI•,I.3:tli IF Sass:iniud ed Tem^ered ton-E SuaDefe- Th:CRNC-E AND:Y.STALLED R VA.UE SHA.L BE LISTED ON CfRTiFlC;'16N PROVIDED BY THE NSULATION !451AL1ED AT THt I.ME OF TEST,POGiCGt9TRGCTION TE51,TURL LEAKAGE MEASURED Wnel A PRESSURE krFF.kFNl.k1 0?C L 1-24-23 + :RSTA!lfl+ !ll,H WIG ACROSS THE SStEM NCLUGNG:H£%eWUFACTURER5 Ao'HAN).11 EN, -RE. ion-E insulztirg C•Cs. fgen Is' ATTIC ACCESS HATCH AND DOOR 41.42LAT:UN F-VALUE.SHALL UE OF THE ADJACENT ASSEMBLY ?:.B!9LOIAG CAVT}ES SHALL NOT BE USED AS DUCTS 9R FLENUMS MEC HANK AL AND NATER HEATING P-VALUE CERT.F!CAN V'anhFa far all 17 ALL DUCTS LHALI.BE 5E':;D'Dui COMPLY Witt M7681 O IFC2915 A.R}AJ_ER LEAKAGE.SHALL BE DESO4eD BY MANUFACTURER IT 1-2%OF DESIGN ATR FLOR. LJFa�sdic iiY!'-F+;oto,C 27 SHGD 0.40RL - - ;T" ,c A'AN.INITIALLY =7 ,P•s F A'"" r: :a Firth AN^SHAL +LK iH PR-CMINNJ( 1/4"=1'-0" IE DUCT!;GH?MESS TEEI Sliii(n <=4CFM/165 F12 F(:ROSS INIC SYSTEM 07:<=3C`M Al aG R2 "rROv:UE?:Ge,RwdMr6LE THERMOSTAT•N`;TAItEU PGP.CC`NTFOI GF HU.T r„wJL CC CNG 5YS_t> C LtY 5_ 3Y •,E.N.NJ1T CEaT:F,CATE SHALL SF FO:TELT GSA ,.LL 1h!HE ME,R.:C6L.. a 1._S E cC TGR DOOR U-Fielo,0.27,S?{•;C 0.4:r WITHOUT %I.VNUFACT!RF.P.1D COCE>PFQWXATIOTaS. P.-YAUES OF INS'J'.A•T!DN NSTALLEC IN OR ON1 THE CEILING/RO¢F','WALLS.FOUNYrON,yAVG DUCTS DUTS'UE COK,.T.ONED AIR PAN'LEP Gp 2S PA.FOR ROLGH IN TEST,VTR6'CAT.O•I MAY IJ£EC TD CCCUR 0 ReD FARMING HEAT PUMP'FI-gMOS7ATS S:iztl RE IP}STALICO GN All KAT PUMPS 'SPACES.U-FaCTC�`FOR f'ENERRc7rOk AND SOLAR HEAT GAN CL'EFF:CTENT CF FEtiESR,ATICN,AND THE RES:}LTS FV'R LNSPEC?'JN RCUTATIN;SEF'LCE HOT WATER SYS EMS SHALL HAVE A AUTOMAT:;OR ICLESSPdE MANUAL CONTROLS. ANY RECU RED DUCT SYSTEV,SND BijiNNG ENALOPE AlR LEAKASE TESTRC CONE.ON THE 3LRLINf.TAE CERTIF:r,ATE 19.OUGTS SFM,LL Gf,PRLSSURC T£SiED PF.RAG3.<-2 1CCC 2015 ,W_L MECHAN:CA!V£,NFIthT10N SrSiEAS FANS NOT PART OF TESTED AND LISrEC.H':AC Poll,SFGi1L MEET EFF.CIEVG7 AND SHAiI t!S'7!HE irFES AND CFl•:IE4C45 LSF HEATING,Cu(tlU;:IND.SFR'1C£'tl;ATER HE411P.G ECIJ.VME!dl CODAS ANO PERMITS.a9 nor'=shall be adne:r,str[ci ac.ardande n;th the 2O AtR H.StGL+'R LEAKAGE DESIGNED BY'MJ.n;!FACTrJR£R AT 1=,N CF D£SIUN A'F FLJb ARFLOW UM'IS. .:e old'eguatiam ef rile NEFH Ana a.,opo0co6:e recurred'.bc.^.:and stave 2},PJC-5 it,,A^IC SMALL 9E:NEULATEG TO MIN.R.-8,ALL OTHER DUCTS S441L BE INSULA-ED T? HOT WRIER BOILLRS:X:PPOINU!!LAT 7HROUGH ONE CR T'NO PIPE SYSIEMS S.4AU NAIL OUTDOOR SETBACK CONTROL 70 LOANER cedes. im R-e(CxCET'T)KtS LOCATED CCMPLETELY WITHIN NE SULDiNG THERMAL EA`.hkOPF) BG!LEP WATER TEMP EASED UN OUT(IOOR TEMP. The gbru a�canudetcr Odl}riake r,' required appCealiws To,cermlt^ 22.ALL ME1+ANOAL``gztir APON S?'5r£LAS rN73 NOT Pas?OF`ESTCD AAO;:STEO HVAC.ECl!=ME'lT HEATED WATER..IRCWT-01 S6711 SHALL RA1A A C R UJAIiON PUMP THE SYSTEM RET iR+9 PPE SHFi1.BE A CEO A cD specCpns perla;Cn3 to r?NAC Work and pry aIi fees tar same, SHALL IAEEi EFFICACf AND A+'r,FS;V LIMItS °EIURrd NPF OR A COLO WAtER SJPFt"PIPE GRAV,}l-OR THERMWS-SYPNUxI SYa'T;IiS SHAH,JU RE USED.CC.,:iRO!S FU'R Iris the'Tntent of rhe drawn s aid sprP;f:Pd:a, rhel as a,:rpmer++!a.+i } CII�,LLED P,UIIiS 3CLCAti 550 And.NSULWTEL'U i::F.C:ILAT.NG HC?WATER STSEM PUMP'S SrA.L START THE PUMP vhiH S'GNAL Fnri Hot HATER DEMAND'WTH:^:SHE GLLJPAr:LY. T101 .00 -g 1 23.!NSC P:P.4G Ct+NVEYItIG E'lJ Cc ABOME JS D JP ei r-Wed ha testa^ed oc mhr g to the manuiaclurere:n•,ua<finns. ,=R..7 CCNTRCLS SHALL AUTO:MATCALLI TURN OF THE PUMP WHEN:NATER.ISM CIRCJ,ARCN L'r>SE!AT SEI-POINT TEMP.AVD .k lark she.be aerto'rred by expeYtrgd,Rost class Aark'nen 24.HEATN'.AND COOUNG EOJPMc IT SNALI BE SZED PER NCC+MANUAL S BASED ON LOADS NO DEMAND FOR WIT WATER(.x157$ ^.r:d-o;h the type f cc,Arsctbn represer.;ca by'the Ccnstrudlion .17JLATEO PER Doa.rwnts,under campetal super sior„old in=a'danca-fit-INN best ZI(A MANUAL,1 U OTHER MEDICDS APFRCITI)BY CORE OFFICIAL „•„L ',r�I, presti,:es of€tic Train A. Or,SHALL PROwUE SYSTEM SPECIFC,ATO, SH5WIN", c£WITH ABMT At the11P eiIon of Chs prajeat.cantrsaCT shall c:eun 01 equipment 25 HUT AND COLD WA'.ER RlPES SHALL BE:NSL4$D TO stet.R-3 wPPi:ed Dy him. 25.A.MN',MUM Or PSn C'LAMPS Y,PERMANENTLY INS',ALtt(I FIOURIES'YLL SE H:GH Er-CACI r^ r.a I_?s-OR...NsBRAY/E:�t:7E.STS..E'L12?E:LEHSl..............................__-_._......___._..........-_.__._.-_. ...._..._-__._..__...__._.____._.._.-___-.....___-........____. ..._.._._------__.___..._...__.__. ____ _._:.______...__._......_.-_._.._.._..._....._.................... _..__..._.__.__...-_........ __...._.........._.__......_._...(..s._LE,_Y!1 TE INZA IVE 0 SIG'CE '7! 460OLDPOSTROAD ZA SEDFORRKY.IM TEL--914234.6289 FAX:914.234.0619 1.557 Acres. TOTALGT CUVEPACE 2-07 ALLO&D; EXISTING PPOPOSED T AL !,,,2 S-10-R.' RESDENCE w jARA'IE 4,32C S.F. 576 S.F. 4'OE S.F. DE TA,,-..E-' 1 RAME GAFAOE PORCH f73 S.F. 0 773 S.F. TUB PQjL &HOT I'l sl IJICKS 7 ,47, S,F. .417 S.F. '.C*8 S.F. SU.PpOLI,� POR.Cl H75 �43 S.F 513Y S.F. 850 S.P. T COVER-,GE 8.050 S.F, 691 S.F. S.F. —7— PPCENTAGE Of COVERAGE 9.977 0,.3 S'7 7o.827 Lot Area Landward of Edge of Grass=63,878 Sq.Ft.11.47 Acres GROSS FLOOR AREA 7,100 S.F.Max. [,"iS TING 'PROPOSED T-01AL 'IRIT FunR GAFACGE j" 4,3 eO S F E 7�, S.F. 4,M�6 S.F. 20 S.�. r2D S.F TOTAL GROSS ROOR AREA 5 C40 S.F. 57 C S.F 5:616 S.F. Genarated.bgr Mchark-144614 Sqftvfare. Ctimpliance,Certific'eit' 4' ftlect tanzi Residence, 203 MCC 7 F aft-'Zu— -4-tr,572HOM .2-16-23 :per inspector comment V�Jct'M She; .................................................... I Ad Fp2u iilt Ei, eAP4Gj 914.73x,6289 TANZI RESIDENCE . .'ECREEN'l PCICH, P ADDITIONS&ALTERATIONS L 12600 NEW SUFFOLK AVE, CUTCHOGUE,NY 11935 I? EnyTope Assemblies q.P' aDzz 6.026 az 5c' SITE PLAN Loot 4il- mv 41.057 51 Is Owe,V- (.—I*SWIV0.120420 jum Z' Fd.!. VC '601, tz. S"M Akft M Pll.�.. 'x SSE F4A!4 PREPARED FROM SUM',! E-11C BY NATOAN TACT CQRININ LOD SURVID0 R. DAN— . C 'Pgelt 9 a*hEspopi,M A..,.,Ry 11Q41 1-24-23 SEPTEIM5E.;?7r,"'ZI j ....... ..... .................. =30'-O" GRA Z ---------- ,4r � 0 �Cld "VIC, -1 .00 ............................................................ ................. ..................... 460 OLD POST ROAD 2A SIMFOM N.Y.IM TEL!914.234.6189 FAX 914.234.0619 J L PL 2'-6 NEW GLAH; I MUF�POOII, PR I AUHDRf --1 1 F:&Sl FL."`: L. 21 i/2' ...................... ----- ....... ............. ...................................... TANZI RESIDENCE WASTE AND VENT RISER DIAGRAM -L AIL',NTIIPY NES:FE TO BE ADDITIONS&ALTERATIONS NO SCALE 'POIN NSM a"C Wis —SAN TARY RFSiE HNE 12600 NEW SUFFOLK AVE, VENT L411E CUTCHOGUE,NY 11935 SANITARY WASTE RISER DIAGRAM qCD AR QW, 2-16-23 --...........-- 1/4 ............1/4"=V-0" P101 .00 ............................... ............. ................... 3H(GUD© IENZA TAIN4 I RESIDENCE A R C di JS H T E C 7 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 www.teosiguenza.com ADDITIONS AND ALTERATIONS GENERAL NOTES: 1 DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES 12600 NEW SUFFOLK AVE CUTCHOGUE NY 2.ALL DIMENSIONS TO BE CHECKED 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS TO THE ARCHITECT DRAWING LIST: NOTE: THE ENERGY CONSERVATION IN ACCORDANCE WITH THE 2018 IECC (TABLE R402.1.2) - The building addition is designed & comply with the 2020 NYS Residential PLUMBING WORK: Minimum T101 .00 TITLE SHEET& LIST OF DRAWINGS code, Appendix J (section AJ801) & 2020 NYS energy code. PROVIDE ALL LABOR, MATERIAL AND APPLIANCES REQUIRED FOR A Wood - Fire stop will be installed in all horizontal areas COMPLETE PLUMBING INSTALLATION AS SHOWN ON DRAWINGS AND Climate Glazing Skylight Glazing Ceiling frame wall Mass wall Floor Basement Wall Slab Perimeter Crawl Space Wall SP-1 .00 SITE PLAN AND RES-CHECK where there are chases or furred out walls & include HERE IN AFTER SPECIFIED, INCLUDING BUT NOT LIMITED TO THE FOLLOWING PRINCIPAL ITEMS: Zone U-Factor U-Factor SHGC-Factor R-Value R-Value R-Value R-Value R-Value R-Value and Depth R-Value and Depth all framed bays every 10' per code. PIPE AND FITTINGS - Entire home will have hard wired and interconnected smoke and INSULATION 4 0.32 0.55 0.40 R-49 R-20 or 8/13 R-19 R-10/13 R-10, 2 ft. R-10/13 D101 .00 DEMOLITION PLANS carbon monoxide alarms installed per code for new areas and other SUPPORTS, SLEEVES AND ESCUTCHEONS 13+5 areas that have no work being done can follow the property TESTS AND ADJUSTMENTS mointenance cnd fire code regulations. PERMITS (G.0 SHALL PROCURE AND PAY ALL CHARGES FOR PERMITS, INSPECTIONS, ETC., A100.00 PROPOSED FOUNDATION & 1 F FRAMING PLAN - For areas where new spray foam insulation is to be used and is PERTAINING TO ALL THE PLUMBING WORK) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA IN ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE TABLE 301.2(1) FOR ZONE 4 (WESTCHESTER COUNTY uncovered such as in attic areas, the required fire rating such as WORK IN CONNECTION WITH OTHER TRADES WIND DESIGN SUBJECT TO DAMAGE FROM AIR MEAN A101 .00 PROPOSED FIRST FLOOR PLAN intumescent paint cover will be applied per code. MAINTENANCE AND GUARANTEE SEISMIC FREEZING ANNUAL GROUND WINTER ICE BARRIER FLOOD - All required bathroom exhaust fans and clothes dryer exhausts will PROVIDE GAS SHUT OF VALUES FOR ALL EQUIPMENT SPEED TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT SNOW LOAD WEATHERING HAZARDS INDEX TEMP be installed directly to exterior. PROVIDE PROPER ROUGHING TO ALL EQUIPMENT AND APPLIANCES REQUIRING PLUMBING (MPH) EFFECTS WIND REGIO DEBRIS ZONE CATEGORY DEPTH TERMITES TEMP REQUIRED A102.00 PROPOSED LOFT & FRAMING PLAN - Shower or tub glass enclosures will have tempered safety glass per code. PROVIDE ACCESSIBLE SHUT OF VALVES ON ALL SERVICES TO EACH ITEM OF EQUIPMENT MODERATE 4/24/84 Any interior or exterior doors with glazing and any windows 18" or less TESTS: 30 115 MPH NO YES NO C SEVERE 42' 15 DAY YES REV 1500 48.5' 1. PROVIDE ALL APPARATUS, TEMPORARY WORK OR ANY OTHER REQUIREMENTS NECESSARY FOR ALL PLUMBING TESTS TO HEAVY A103.00 PROPOSED ROOF PLAN to the ground shall have Tempered safety glass per code. 11 1 O - The New stove will have minimum clearance from combustible 2. TAKE ALL PRECAUTIONS TO PREVENT DAMAGE TO THE BUILDING AND ITS CONTENT THAT MAY OCCUR BY SUCH TESTS material per manufacturer specs and must be listed and 3. REPAIR AND MAKE GOOD, AT NO EXPENSE TO THE OWNER, ANY DAMAGE SO CAUSED A200.00 PROPOSED EXTERIOR ELEVATIONS labeled for household use. New range hood system capable of exhausting 4. ANY DEFECTS OR DEFICIENCIES DISCOVERED AS A RESULT OF TESTS SHALL BE IMMEDIATELY REPAIRED AND TESTS AIR BARRIER & INSULATION INSTALLATION in excess of 400 cubic feet per minute then show that SHALL BE REPEATED UNTIL ALL REQUIREMENTS ARE FULFILLED A201 .00 PROPOSED EXTERIOR ELEVATIONS p p y 5. NEW WATER SYSTEMS SHALL BE TESTED WITH 125 PSI PRESSURE AND STAND WITHOUT LOSS OF PRESSURE FOR A make u air shall be provided either natural) or E�~•~� a >r �- mechanically per M1503. PERIOD OF NOT LESS THAN 30 MINUTES. SANITARY, STORM AND VENT PIPING SHALL BE TESTED WITH A HEAD OF � ,\ COMPONENT AND CRITERIA WATER NOT LESS THAN 10 FEET AND STAND FOR A PERIOD OF 60 MINUTES WITHOUT A LOSS OF WATER - Porch railing & guard rail should compliance per section Air barrier and thermal barrier: A300.00 PROPOSED SECTIONS 6. ALL TESTS SHALL BE CONDUCTED BEFORE INSULATION AND PRIOR TO CLOSING UP OF CEILINGS AND WALLS R312.1 of the residential code. x. 7. UPON COMPLETION OF TESTS TO WATER PIPING, FLUSH LINES AND DISINFECT TO HEALTH DEPARTMENTS STANDARDS ><.� .461. .� A Continuous air barrier shall be installed in the building envelope. - New HVAC equipment is being installed in unfinished space, then need to ` do leakage test shall be performed per code. ELECTRICAL WORK ��', Exterior thermal envelope contains a continuous air barrier. A301 .00 PROPOSED SECTIONS 1. NEW ELECTRICAL COMPONENT, EQUIPMENT, AND SYSTEMS AND ALTERATIONS 10 EXISTING ELECTRICAL INSTALLATIONS SHALL � - New HVAC equipment is being installed per applicable code regulation and 1. Breaks or joints in the air barrier shall be sealed. per required setbacks, All ductwork insulated per code & the air handler will CONFORM TO NEPA 70 \ Air-permeable insulation shall not be used as a sealing material. A350.00 TYPICAL WALL DETAIL & TYPICAL DETAILS have a pan underneath with float shut off switch along with a 2. PROVIDE RECEPTACLES IN LOCATIONS REQUIRED BY CODE 3. REFER TO ELECTRICAL PLANS condensation drain connected directly to the exterior. ' ��. Ceiling: A351 .00 TYPICAL DETAILS - The designated placard (Type V for floor and roof) will need to be \ c PRESCRIPTIVE LIGHT REQUIREMENTS installed on exterior wall in area approved by inspector & placedIlk ;;,,,, ~a The air barrier in any dropped ceiling/soffit shall be aligned with the PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOT CANDLES OVER THE AREA OF THE A800.00 EXTERIOR DOORS AND WINDOWS SCHEDULE prior to CO application. ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL � :, insulation and any gaps in the air barrier sealed. - Electrical shall comply with section N1104.1 (R404.1) Lighting equipment: ` :` $ Ke Not less than 90% of the permanently installed FIRE PROTECTION SYSTEMS: #4W* \ E101 .00 PROPOSED FIRST FLOOR ELECTRICAL PLAN "-."e, m-." � Walls: lighting fixtures shall contain only high efficacy lamps. 1. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX ,200, AND SMOKE DEVELOPMENT INDEX <450 casaaxrsc�aima�tma - Not less than one programmable thermostat shall be provided for each 2. PROVIDE FIRE BLOCKING PER R302.11. FIRE BLOCKING: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS VERTICALLY R OCSIOHATtONFOR STRUIVtU AL Corners and headers shall be insulated and the junction of the foundation separate heating & cooling system per section N1103.1 tWe4W,of vu camp Nef"�iT"AlrAa v S101 .00 PROPOSED 1F REFLECTED CEILING FRAMING PLAN p 9 g y p AT CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10. , AROUND ALL PIPING, VENTS, AND WIRING ��>�> ����r���� ��a;N and sill plate shall be sealed. - Presumptive design load bearing value of 3,000 PSF. HOLES ETC. The junction of the top plate and top of exterior walls shall be sealed. DATE: REVISION Footing shall he placed on rock, sand gravel and/or gravel. 2.1. FIRE BLOCKING MATERIAL: 2" NOMINAL LUMBER The designated placard shall be installed on 5102.00 PROPOSED ROOF FRAMING PLAN Do not place footings on soil that consists primarily of clay or silt or have 3. PROVIDE 5/8 TYPE X GYP. BOARD ABOVE FURNACE/BOILER exterior location to be approved in field by Exterior thermal envelope insulation for framed walls shall be installed in building ins any inorganic material or fill. 4. INSTALL SMOKE ALARM/DETECTORS IN BASEMENT AS INDICATED ON PLAN bug p ector. substantial contact and continuous alignment with the air barrier. - New heating, cooling & duct system that are part of the addition shall 4.1. IN EXISTING DWELLING UNIT, SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS. ADJACENT HALL, AND ONE Knee walls shall be sealed. comply with section N1103 &/or Alteration to any mechanical system shall ON EACH STORY OF DWELLING comply with section AJ501.8 4.2. ALL SMOKE ALARMS/DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE Windows and doors: - Fire blocking will be installed in all horizontal areas, where there are PROVISIONS OF NEPA 72 chases or furred out walls & include all framed bays every 10' per code. 4.3. ALL SMOKE ALARMS/DETECTORS SHALL BE INTERCONNECTED IN SUCH A NANNER THAT THE ACTUATION OF ONE ALARM WILL The space between window/door jambs shall be sealed. - Provide fire blocking at any cavity & fire seal at any mechanical ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT & plumbing penetration. 4.1.1. INTERCONNECTION IN EXISTING DWELLING NOT REQUIRED IN EXISTING SPACES WHERE FRAMING CAVITIES HAVE NOT BEENPROJECT EXPOSED Rim joists:_ 5. PROVIDE CARBON MONOXIDE ALARMS/DETECTORS IN BASEMENT AS INDICATED ON THE FLOOR PLAN Rim joists �' cll be insulated and include the air barrier. TANZI RESIDENCE 5.1. CARBON MONOXIDE ALARMS/DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL ADDITIONS & ALTERATIONS 6. CARBON MONOXIDE ALARMS/DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 /UL 2075 AND INSTALLED IN Narrow cavities: ACCORDANCE WITH NFPA 270, NOTES: Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled Any ducted air distribution systems should be designed by insulation that on installation readily conforms to the available cavity INSULATION TYPE & VALUE ENERGY CODE NOTES: HEATING, VENTILATION AND AIR CONDITIONING via ACCA Manual V. space. 12600 NEW SUFFOLK AVE, The HVAC system shall be designed by the HVAC sub contractor to heat the entire house to a minimum inside temperature of CUTCHOGUE, NY 11935 1. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION 72F when the outside temperature is -5F and with a 15mph wind. The cooling system shall cool all conditioned spaces to an Calculate the heating and cooling loads using ACCA g g: MIN. R-VALUE INSUAATION TYPE Recessed lighting: A. ALL JOINTS, SEAMS, AND PENETRATIONS inside temperature of 72F when the outside temperature is 90F. 9 9 9 ROOF R-49 CLOSED CELL SPRAY FOAM B. JOINTS AROUND DOORS/WINDOWS AND THEIR FRAMING The G.0 shall be responsible for the adequacy of the system design and its ability to meet the performance specifications Manual 'Jonly. Manual 'J' loads need to be submitted Recessed light fixtures installed in the building thermal envelope shall be DRAWING TITLE C. UTILITY PENETRATIONS herein. All tonnages to be determined. All materials to be best quality new materials specified. No substitutions will be for review PRIOR to installing any ducts or equipment. air tight, IC rated, and sealed to the drywall. EXTERIOR WALLS R-21 CLOSED CELL SPRAY FOAM D. WALLS AND CEILINGS SEPARATING CONDITIONED FROM NON CONDITIONED SPACE permitted expect with architects written approval. Based on a Manual J load, the equipment must be TITLE SHEET & LIST OF FLOORS R-19 CLOSED CELL SPRAY FOAM E. ATTIC ACCESS OPENINGS HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCN MANUALS BASED ON BUILDING LOADS selected using Manual S to prevent oversizing Plumbing and wiring: F. RIM JOIST JUNCTION, SILL PLATES AND HEADERS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J. DUCTS SHALL BE DESIGNED IN ACCORDANCE WITH MANUAL D, AIR AHRI certificates must be submitted for all HVAC Batt insulation shall be cut neat) to fit around wiring and plumbing DRAWINGS RIM JOIST R-25 CLOSED CELL SPRAY FOAM 3. BUILDING ENVELOPE AIR TIGHTNESS SHALL BE TESTED IN ACCORDANCE WITH ASHREA/ASTM E779 DISTRIBUTION IN ACCORDANCE WITH MANUAL T, TEST/ ADJUST/ BALANCE IN ACCORDANCE WITH MANUAL B Y 9 P 9 These specifications identify the HVAC system type and describes its general arrangement. Detailed design and layout of the equipment before any equipment is purchased or in exterior walls, or insulation that on installation readilyconforms to 4. AIR BARRIER AND THERMAL BARRIER SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS P Y y YP g g g y installed. ALL duct work, in unconditioned spaces must be properly 5. PROVIDE A MINIMUM OF ONE THERMOSTAT FOR EACH HEATING AND COOLING SYSTEM CAPABLE HVAC system including the sizing and placement of registers, grilles,duct work, piping, and other HVAC components is the available space shall extend behind piping and wiring. SEAL sealed with duct mastic and insulated (insulated with R-8 for OF AUTOMATICALLY ADJUSTING SPACE TEMPERATURE PER IECC 2015 R403.1.1 responsibility of the HVAC contractor attics and R-6 for basements reaA. REFER TO HVAC SPECIFICATIONS FOR OTHER REQUIREMENTS The contractor shall prepare shop drawings of all work including equipment lo.-ations and sizes for the reviews by the architect Provide Mechanical Whole House ventilation. Outside air ,'d by 2018 IECC). Provide Shower/tub on exterior wall: 6 -RATED RECESSED LIGHTING FIXTURES SHALL BE SEALED AT HOUSING/INTERIOR FINISH AND prior to installation must be provided. by using a Heat Recovery Ventilator duct work and flex runs LEAK FREE! LABELED TO INDICATE <2.0 CFM LEAKAGE @ 75 Pa.. IC it is he intent of these specifications to call for complete operational systems. Provide all details and components necessary (H RV), Exterior walls adjacent to showers and tubs shall be insulated and the air ,BRED A, o Do not "pan" floor joists or wall cavities to create return 7. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS. for a fully operational system, whether specified herein or not. The flow rate must be calculated based on ASHRAE barrier installed separating them from the showers and tubs. �C� <,1fQu��� ducts 8. AIR LEAKAGE: BLOWER DOOR TEST REQUIRED AND SHALL BE <3 ACH @ 50 Pa. All work shall be in accordance with applicable national, state and local codes, rules and regulations LP Fn WINDOW & DOOR SPEC 9. WOOD BURNING FIREPLACES SHALL HAVE TIGHT FITTING FLUE DAMPERS AND OUTDOOR AIR FOR Standard 62.2 2013. COMBUSTION NOTE: THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT A COMPLETE, WRITTEN DESCRIPTION (SPECIFICATION) OF THE SYSTEM Electrical/phone box on exterior walls 10. U-FACTOR OF FENESTRATION PRODUCTS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100 DESIGN, FOR A REVIEW BY THE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK UNDER THIS SECTION, DESCRIPTION SHALL Provide spot ventilation for all bathrooms. Fans are to The air barrier shall be installed behind electrical or communication �> a WINDOW & DOOR SPECS: 11. ALL INSULATION SHALL BE LABELED OR INSTALLED R-VALUE SHALL BE PROVIDED OUTLINE ALL EQUIPMENT , MATERIALS, SIZES, AND MAKES ETC. THE GENERAL CONTRACTOR SHALL ARRANGE A WALK-THRU WITH be Energy Star qualified. boxes or air sealed boxes shall be installed. 12. FLOOR INSULATION SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND IN SUBSTANTIAL THE ARCHITECT AND THE MECHANICAL SUB- CONTRACTOR DOING THE WORK PRIOR TO COMMENCEMENT OF THE WORK. ALL C Iy0 ELEVATE BY MARVIN or SIGNATURE SERIES BY WEATHERSHIED DUCTWORK, EQUIPMENT SIZES AND LOCATIONS MUST BE REVIEWED AND APPROVED. ALL SUPPLY AND RETURN AIR REGISTER CONTACT WITH THE UNDERSIDE OF THE SUB FLOOR, OR FLOOR FRAMING CAVITY INSULATION SHALL Recessed lights need to be IC rated and Air Tight in HVAC register boots: BE IN CONTACT WITH THE TOP SIDE OF SHEATHING, OR CONTINUOS INSULATION SHALL BE INSTALLED LOCATIONS MUST BE APPROVED ON A ROOM-BY-ROOM BASIS. PAYMENT FOR WORK UNDER THIS SECTION SHALL NOT BE insulated cavities EXTERIOR: FIBERGLASS OR ALUMINUM CLAD ON THE UNDERSIDE OF THE FLOOR FRAMING AND EXTENDED FROM THE BOTTOM TO THE TOP OF AUTHORIZED UNTIL SUBMITTALS ARE REVIEWED BY THE ARCHITECT AND THE WA_K-THRU TAKES PLACE. HVAC register boots that penetrate building thermal envelope shall be INTERIOR: WOOD ALL PERIMETER FLOOR FRAMING MEMBERS Provide at least 75% energy saving lamps (defined as sealed to the subfloor or drywall. SUNDEFENSE LOW-F ARGON GLAZING 13. WALL INSULATION SHALL BE INSTALL PER MANUFACTURER'S SPECIFICATIONS DUCTS high-efficacy) BONDED GRILLS WITH SPACER BARS 14. CEILING INSULATION SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, SPRAY POLYURETHANE DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER: ROUGH IN TEST: TOTAL LEAKAGE TESTED WITH A DATE FOAM PRESSURE DIFFERENTIAL OF 0.1 INCH W.G ACROSS THE SYSTEM INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE IF Glass: Insulated Tempered Low-E SunDefense THICKNESS AND INSTALLED R-VALUE SHALL BE LISTED ON CERTIFICATION PROVIDED BY THE INSULATION INSTALLED AT THE TIME OF TEST. POSTCONSTRUCTION TEST: TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 1-24-23 Low-E Insulating G:css Argon INSTALLER INCH W.G. ACROSS THE SYSTEM INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. 15. ATTIC ACCESS HATCH AND DOOR INSULATION R-VALUE SHALL BE OF THE ADJACENT ASSEMBLY Performance Information: 16. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS MECHANICAL AND WATER HEATING R-VALUE CERTIFICATE SCALE FOR W',NDOW U-Factor 0.27 SHGC 0.40 17. ALL DUCTS SHALL BE SEALED AND COMPLY WITH M1601 0 IFC2015 AIR HANDLER LEAKAGE SHALL BE DESIGNED BY MANUFACTURER AT <=2% OF DESIGN AIR FLOW. ' 18. DUCT TIGHTNESS TEST RESULT OF <=4CFM/100 FT2 ACROSS THE SYSTEM OR <=3CFM/100 FT2 PROVIDE PROGRAMMABLE THERMOSTAT INSTALLED FOR CONTROL OF HEATING ANC COOLING SYSTEMS AND INITIALLY SET BY A PERMANENT CERTIFICATE SHALL BE POSTED ON A WALL IN THE MECHANICAL ROM, AND SHALL LIST THE PREDOMINANT 1/4" = 1 '-0" FOR DOOR U-Factor 0.27, SHGC 0.40 WITHOUT MANUFACTURER TO CODE SPECIFICATIONS. " R-VAUEIN AIR HANDLER @ 25 PA. FOR ROUGH IN TEST, VERIFICATION MAY NEED TO OCCUR DURING FARMING HEAT PUMP THERMOSTATS SHALL BE INSTALLED ON ALL HEAT PUMPS OR ON THE CEILING/ ROOF, WALLS, FOUNDATION, AND DUCTS OUTSIDE CONDITIONED SPACES;; U- INSULATION INSTALLED FACTORS FOR FENESTRATION AND SOLAR HEAT GAIN COEFFICIENT OF FENESTRATION, AND THE RESULTS FOR INSPECTION CIRCULATING SERVICE HOT WATER SYSTEMS SHALL HAVE A AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS. ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. THE CERTIFICATE DRAWING NO. 19. DUCTS SHALL BE PRESSURE TESTED PER403,2.2 1ECC 2015 ALL MECHANICAL VENTILATION SYSTEMS FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT SHALL MEET EFFICIENCY AND SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. CODES AND PERMITS: all work shall be done in strict accordance with the 20. AIR HANDLER LEAKAGE DESIGNED BY MANUFACTURER AT <=2% OF DESIGN AIR FLOW AIRFLOW LIMITS. rules and regulations of the NBFU And all applicable required local and state 21. DUCTS IN ATTIC SHALL BE INSULATED TO MIN. R-8. ALL OTHER DUCTS SHALL BE INSULATED TO HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE OR TWO PIPE SYSTEMS SHALL HAVE OUTDOOR SETBACK CONTROL TO LOWER codes. MIN. R-6 (EXCEPT DUCTS LOCATED COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE) BOILER WATER TEMP BASED ON OUTDOOR TEMP. M"I"M 10 1 moo - The general contractor shell make all required applications for permits 22. ALL MECHANICAL VENTILATION SYSTEMS FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT HEATED WATER CIRCULATION SYSTEM SHALL HAVE A CIRCULATION PUMP. THE SYSTEM RETURN PIPE SHALL BE A DEDICATED and inspections pertaini^g to HVAC Work and pay all fees for some. SHALL MEET EFFICACY AND AIR FLOW LIMITS RETURN PIPE OR A COLD WATER SUPPLY PIPE. GRAVITY OR THERMOS-SYPHON SYSTEMS SHALL NOT BE USED. CONTROLS FOR - It is the intent of the drawings and specifications that all equipment and 23. HVAC PIPING CONVEYING FLUIDS ABOVE 105 D OR CHILLED FLUIDS BELOW 55D ARE INSULATED TO CIRCULATING HOT WATER SYSTEM PUMPS SHALL START THE PUMP WITH SIGNAL =0R HOT WATER DEMAND WITHIN THE OCCUPANCY. material provided be installed according to the manufacturers instructions. >=R-3 CONTROLS SHALL AUTOMATICALLY TURN OF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS SET AT SET-POINT TEMP. AND - Ail work shall be performed by experienced, first class workmen 24. HEATING AND COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUAL S BASED ON LOADS NO DEMAND FOR HOT WATER EXISTS. experienced in the type f construction represented b;t the Construction CALCULATED PER Documents, under competent supervision, and in accordance with the best ACCA MANUAL J OR OTHER METHODS APPROVED BY CODE OFFICIAL practices of the trade. A. GC SHALL PROVIDE SYSTEM SPECIFICATIONS SHOWING COMPLIANCE WITH ABOVE PAGE NO. - At the completion of the project, contractor shall clean all equipment 25. HOT AND COLD WATER PIPES SHALL BE INSULTED TO MIN. R-3 supplied by him. 26. A MINIMUM OF 90% OF LAMPS N PERMANENTLY INSTALLED FIXTURES WILL BE HIGH-EFFICACY m 57GU0 ENZA 1 'tel 1 AQ ry 1 RC HH7T9C T 1 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 ZONE — R- 40 www.teosiguenza.com Area = 80,729 Sq.Ft. / 1 .853 Acres. TOTAL LOT COVERAGE : 20% ALLOWABLE 16,145.8 EXISTING PROPOSED TOTAL -� 1 1/2 STORY FRAME RESIDENCE & GARAGE 0 0 �T Tyr 4,320 S.F. 576 S.F. 4,896 S.F. m m 1 V_ vV s r T�j DETACHED FRAME GARAGE & PORCH 773 S.F. 0 773 S.F. GENERAL NOTES' FE �� * >e L O 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES _ K _ POOL & HOT TUB 1 ,134 S.F. 0 1 ,134 S.F. 2.ALL DIMENSIONS TO BE CHECKED _ S o y 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS _ 8 35�O A VEN v DECKS 1 ,475 S.F. -417 S.F. 1 ,058 S.F. TO THE ARCHITECT PORC HES 348 S.F. 532 S.F. 880 S.F. ENC f- N OLE �3 25 TOTAL LOT COVERAGE 8,050 S.F. 691 S.F. 8,741 S.F. N "" E- PERCENTAGE OF COVERAGE 9.97% 0.85% 10.82% '-ONr 1 � n,nr,r. TgNh- aNE UND cc l E,, 1 � z W } 1 � U � 1\ WrFE w �° FENLE , 1 ^ . Generated by REScheck-Web Software Compliance Certificate 151 I F'JF�H ,El_ = Project Tanzi Residence- / V" Ti,� l �N S( F Energy Code: 2018 MCC �CINFI:r I Z 3 1 Er"'I Location: Cutchopue, New York OFRgME r' I X27 Construction Type: 5ingle-family EX. 265.1 ARgGE _ 4 i Proja_ctType: Addition Climate Zone:. 4 (5572 HDD) Permit Date: 1 Perm it Number:. a 1 Construction Site: Cwner/Agent: Designer/Contractor: Z 12600 New Suffolk Ave Teo Siguenza 1 Cutchogue,NY 11935 Teo Siguenza Architect PLLC ` Q w I 460, Old Post Rd Bedford,NY 10506 I` 914.234-5289 tsoteosiguenza.corn O j r -28.2• ti `-•arc °w. Compliance: 9.1%Batter Than Code Maximum UA: 420 Yaur.0?.: 396 Maximum SHGC: 0.40 Yaur 51iGC: 0.40 ��� t>�EF`4rN 2 ` 1 The%I etterar,Warse Than Cade Index rerleckz how thse to tamplance the house a based an code trade-orr rues. GAt DOLS NOT provide an estimate orenergy use or cost.rely"to mmrmunncsde home. ,_o SEC��F Y 'W� o�qr ti Stat-on.clrade tradeoffs care no longer considered in the UA or perfon-lancecompliirtce path In REScheck.Each slab-cn=grade r' r N as5�:mbly in the 5peci.Jf'pd r_.€mate zone must mee'Cthe rninin"sum er,u_rgy code insulation R-va ue:end d-c,pth requirements. DATE: REVISION EX. 3DEC \ ',8' rr`F _TPP N I OU Roof 1°VER 1\ \ C� ®TE Eck• �� Enueloge ,assemblies W Ex. 15 It 6 r'E, F S T CO RAMS CRY H (2) \,� ' NOUSET �* ;T<NE F,F & G 1 K,° Ceiling: Cathedral Ceiling 1,904 49.0 0.0 0.022 0.026 42 50 I -7fP _ QRAG '-ONC oD FENCE 0,i E w4r °e'E. Wail:Wood Frame,16"o.c. 1,800 21.0. 0.0 0.057 0.060 61 65 4y i`; wWPROJECT Door: Glass Boor lover.50%glazing) 'ENCLOSED E . 3q T. �'r ~'=' �a SHGC O.dD 432 0.320 0.320 138 138 1 ' TANZI RESIDENCE SCREENED PORCH F, .� PORCH 3 z Window:blond Frame 292 0-320 0.320 93 93 ADDITIONS & ALTERATIONS P wl,., Er, `�•. O�E� SHGC: 0.40 OP. 58r_4,r, 1 E . �, °Er L`E, r h PROPOSED PROP. Floor:Ail-Wood joistrTruss 1,564 30.0. 0.0 0.033 0.047 52 74 Iw000 Oar ADDITION Compfiance Statermntr The proposed building design described here is consistent with the building plans,specifications,and other 1 calculations submitted withthe permit application.The proposed building has been designed to meetthe 2018 IECC requirements in 1 1 FEvcE RE5cheek Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 12600 NEW SUFFOLK AVE, J ; H`NCE °.E Teo Siguenza Architect PLLC Teo Siguenza CUTCHOGU E, NY 11935 Name -Title Signature Date 1 j ��s, DRAWING TITLE 1 � SITE PLAN 1 I S.C, TAX No. 1000-116-06-13 ' S 1 N`E AREA = 80,729 SF 1.853 ac. ' Project Title:Tanzi Residence Report date: 01/0Ef23 20 L VE CNS I SEAL NE ' Data filename: Page 1 of 9 SE n (EL 8) 11 o i � RED q ' \ I NOTES: Q 1. FLOOD ZONE INFOPMATIOH TA'r EI`l FROM: FLOOD INSURANCE RATE MAP No. 3C103C0501H C '=IF ' F ZONE VE: COASTAL FLOOD WITH VEHDCIT'r HAZARD (WAVE ACTIOL ; �a G a' a It nr +..' Lir o EN E. E BASE FLOOD ELEVATIONS DETEP`,aINED ZONE 'R. AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ; a� F - \ ENi E ZOIJE X % AREAS OF 0.2`% ANHUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WI`H R O AVERAGE DEPTH OF LESS THA': 1 FOOT OR WITH DRAII•IAC.E AREA; LESS THAN � ? � 1 SOUP,RE MILE; AND AREAS PROTECTED BLEVEES FROM 100—'i EAR FLOOD. o 4 SITE PLAN PREPARED FROM SURVEY n 9, EVF DONE BY NATHAN TAFT CORWIN III (,Q DATE G 8) LAND SURVEYOR, 1 7� I JAMESPORT, NEW YORK 11947 1-24-23 DATED SEPTEMBER 26, 2022 SCALE Ef.i. rr X301—ort f i ,' o S >�os3 21 " % % 1 N DRAWING N0. �TA, 0 0� 1 TC moo I� T,. r 'X4.82 PAGE N0. GENERAL REQUIREMENTS 9. ALL DIMENSIONS AND CONDITIONS SHOWN AND ASSUMED IN THE CONSTRUCTION DOCUMENTS V."'T BE VERIFIED ON SITE BY THE 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NEW YORK STATE CONTRACTOR PRIOR TO ORDERING ANY MATERIAL OR COMMENCING ANY WORK. ANY DISCREPANCIES OR ERRORS IN THE CONSTRUCTION RESIDENCTIAL CODE WITH AMECMENTS BY NEW YORK STATE. DOCUMENTS MUST BE REPORTED IMMEDIATELY, IN WRITING, TO THEN'"AECU7 CODE BOOKS INCLUDED BUT NOT LIMITED T0: ARCHITECT. NO CHANGE IN PLANS, DETAILS OR DIMENSIONS IS 22. THE CONTRACTOR SHALL PROVIDE AND PROPERLY MAINTAIN "`��� 2020 NYS RESIDENTIAL CODE: BUILDING CODE: PERMISSIBLE WITHOUT THE CONSENT OF THE ARCHITECT. PORTABLE TOILET(E) DURING CONSTRUCTION. CONFER WITH THE ENERGY CONSERVATION CONSTUCTION CODE; PLUMBING CODE; FIRE CODE; OWNER FOR LOCA ION. A R C H H T E C 7 MECHANICAL CODE. ALL CODES SHALL SUPERCREDE THE DRAWINGS AND 10. MINOR DETAILS NOT INDICATED OR SPECIFIED, BUT NECESSARY FOR SHALL BE INCORPORATED INTO THE DRAWINGS WHETHER THEY ARE PROPER AND ACCEPTABLE CONSTRUCTION INSTALLATION OR 23. CONFER WITH THE OWNER AND THE LOCAL UTILITY COMPANIES FOR INDIACATED ON THE PLANS OR NOT. OPERATION OF ANY PART OF THE WORK, AS DETERMINED BY THE LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATING. 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 CONTRACTOR ARCHITECT, SHALL BE INCLUDED IN THE WORK THE SAME AS IF 24. REQUIRED SYS EM AND ASSEMBLY MOCK-UPS: TEL:914.234.6289 FAX:914.234.0619 VERIFYING ALL ACTOCONR 'ONS PRIOR TO SUBMITTING A BID, PURCHASING HEREIN SPECIFIED OR INDICATED. A. PROVIDE MOCK UPS OF STONE BASE, EXTERNAL WALL, STONE 2. THE CONTRASHALL VIS'T THE SITE AND BE RESPONSIBLE FOR MATERIAL OR EXECUTING THE WORK. NO CLAIMS FOR EXTRA TERRACE, AND EAE ASSEMBLY. INSTALL IN THE RESPECTIVE PLACE www.teosiguenza.com COMPENSATION, BASED ON IGNORAICE OF VISIBLE OR IMPLIED 11. DRAWINGS MAY BE ROUGH SCALED FOR ESTIMATING AND GENERAL OR POSITION EAC WILL BE USED, DO NOT PROCEED WITH ANY EXISTING CONDITIONS WILL BE CCNS'DFRED. ANY DISCREPANCIES PURPOSES, BUT ARE NOT TO BE SCALED FOR CONSTRUCTION INSTALLATION UNTIL THE RESPECTIVE MOCK-UP IS APPROVED IN INDICATED ON THE PLANS MUST BE REPORTED IMMEDIATELY, IN LOCATIONS, DIMENSIONS OR ANY OTHER PURPOSES. CONSULT WITH WRITING BY THE CWNER AND ARCHITECT. WRITING, TO THE ARCHITECT. THE ARCHITECT FOR FINAL SIZES, DIMENSIONS AND LOCATIONS. B. EACH APPROVE MOCK-UP SHALL REMAIN IN PLACE (OR DIRECTLY WRITTEN DIMENSIONS TAKE PRECEDENCE. ADJACENT) THROUGHOUT THE DURATION OF THE WORK. -----T-T======-T---------------T-=======T-T------ 3. SCOPE: PROVIDE ALL LABOR, MATERiA'_S, EQUIPMENT AND SERVICES C. DO NOT DEVIAT _-==-- --------- ---------L-�_----FROM THE APPROVED MOCK-UP. INSTALLED NECESSARY TO FURNISH AND INSTALL ALL OF THE WORK INDICATED 12. UPON COMPLETION OF THE WORK, THE ENTIRE PROJECT AREA WORK THAT DOES NOT CONFORM TO THE APPROVED MOCK-UP SHALL AND DESCR13ED ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE SHALL BE COMPLETELY CLEANED AND THE SITE RESTORED TO ITS BE REMOVED AND REDONE AT THE CONTRACTOR'S SOLE EXPENSE. OWNER WITH A WRITTEN BID FOR WORK TO BE PERFORMED AND A EXISTING CONDITION, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: III WRITTEN SCHEDULE FOR COMPLETION. THE BID SHALL BE SUBMITTED III I I WITH A BREAKDOWN FOR EACH TRADE AND A TOTAL OF ALL TRADES A. COMPLETE SWEEPING OF ALL AREAS AND REMOVAL OF ALL RUBBISH III 1 1 FOR ALL MATERIALS AND LABOR. AND DEBRIS FROM THE SITE (EXCEPT THAT CAUSED BY THE OWNER i I III GENERAL NOTES: OR OTHERS DOING N.I.G. WORK). PH 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES 4. GUARANTEE: THE CONTRACTOR SHALL EXECUTE A WRITTEN B. COMPLETE CLEANING OF ALL CLASS, FINISHED METALS, HARDWARE, hd 2.ALL DIMENSIONS TO BE CHECKED GUARANTEE FOR ALL WORK UNDER THS CONTRACT AGAINST DEFECTS FIXTURES AND FINISHES. III 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS RESULTING FROM THE USE OF INFERIOR MATERIALS, EQUIPMENT OR C. RESTORATION OF THE PROPERTY RETURNING ALL AFFECTED SHRUBS, iii TO THE ARCHITECT WORKMANSHIP. ALL SUCH DEFECTS SHALL BE REPAIRED OR TREES, ETC. TO LOCATIONS DIRECTED BY OWNER. EX DECK REPLACED, COMPLETE WITH LABOR AND MATERIALS, AT NO COST TO D. RAKING AND RE-SEEDING OF GRASS THE OWNER. THE GUARANTEE PERIOD SHALL BE ONE YEAR COMMENCING ON THE DATE OF SUBSTANTIAL COMPLETION OF THE 13. CONTRACTORS SHALL COORDINATE ALL WORK PROCEDURES AND WORK. ADDITIONALLY, EXTENDED GUARANTEES SHALL BE GIVEN ON WORKING HOURS WITH LOCAL AUTHORITIES, NEIGHBORHOOD EQUIPMENT AND INSTALLATIONS COVERED BY EXTENDED ASSOCIATIONS, AND ANY OTHER GOVERNING AUTHORITY. MANUFACTURERS GUARANTEES. ALL GUARANTEES SHALL BE IN WRITTEN FORM, AND HANDED OVER TO THE OWNER UPON FINAL OCCUPANCY. 14. CONTRACTOR SHALL ORDER SPECIFIC MATERIALS INDICATED HEREIN IMMEDIATELY AFTER BEING AUTHORIZED TO PROCEED. CONTRACTOR EXISTING GREAT ROOM I_H EX DECK 5. SUBSTITUTIONS: THE CONTRACTOR SHALL SUPPLY ALL EQUIPMENT SHALL BE HELD LIABLE FOR DELAYS CAUSED BY CONTRACTOR'S 1 AND MATERIALS AS SPECIFIED BY THE CONSTRUCTION DOCUMENTS. IF FAILURE TO ORDER MATERIALS PROMPTLY. Iii i I SUBSTITUTIONS ARE PROVIDED, THE CONTRACTOR MUST SUBMIT SUCH I I SUBSTITUTIONS TO THE ARCHITECT AND THE OWNER FOR APPROVAL. 15. ALL WORK SHALL BE INSTALLED SUCH THAT ALL PARTS REQUIRED 111 I I SUCH SUBSTITUTIONS MAY NOT INCREASE THE CONTRACT SUM OR ARE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. I 1 I I TIME. MINOR DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES OF MAGNITUDE SHALL NOT ________ 6. THE CONBE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. ITRACTOR SHALL KEEP THE WORK SITE FREE FROM DEBRIS, I ACCUMULATED REFUSE AND SHALL BE SOLELY RESPONSIBLE FOR -----__-L---------------L_---___--- PROTECTING ALL DANGEROUS AREAS AND CONDITIONS FROM ACCESS 16. ALL MATERIALS SHALL BE PREPARED, INSTALLED, FITTED AND BY UNAUTHORIZED PARTIES. ALL REFUSE AND BUILDING MATERIALS - 1 SHALL BE LEGALLY DISPOSED OFF SITE. ADJUSTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, 1 1 11`\ �' I 1 DETAILS AND RECOMMENDATIONS. �\ A< I 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 17. MILLWORK CONTRACTOR SHALL COORDINATE THE SETTING OF ALL CONSTRUCTION MEANS AND METHODS. THE CONTRACTOR SHALL NECESSARY WOOD GROUNDS, AND WOOD BLOCKING IN CONJUNCTION PROVIDE ALL TEMPORARY CLOSURES, SHORING AND PROTECTION WITH HIS OR HER WORK. REQUIRED FOR THE SAFE COMPLETION OF THE WORK. THE CONTRACTOR SHALL ASSUME FULL AND SOLE RESPONSIBILITY FOR 18, PLUMBING AND ELECTRICAL SUBCONTRACTORS SHALL BE LICENSED --------------- STRUCTURAL ADEQUACY OF ANY SHORING OR BRACING AND FOR ANY IN, OR HOLD AN ACCEPTED RECIPROCAL LICENSE IN THE PROJECT TOWN. � T � --- ---------�---5 INJURIES, DAMAGE, CRACKS OR DEFECTS CAUSED BY SHORING OR ______� Z____ri_________1___� L______---r------------------------------- BRACING, AND SHALL REPAIR ALL SUCH DAMAGE AT HIS SOLE 19. ALL CONTRACTORS MUST COMPLY WITH V.O.C. LAWS -------� LF-------, r-t=====_ __----I-- EXPENSE 1 1 1 _ ______ 20. CONSTRUCTION OPERATIONS SHALL NOT BLOCK DRIVEWAY, PARKING J I�—, L 1 1 1 EXISTING SORE----L-=======ice___====-i======-- N SURANCTHE OENCERTIFOICASE(S)L TO THE BMT UILDINGSDEPARTMENTION AND SOTS OR SIDEWALKS. ENED --------------- INSURANCE ------------- I I 1111 PORCH TO BE REMOVED IJ T AND THE 21. THE ARCHITECT SHALL NOT ADVISE ON, ISSUE DIRECTIONS F-------- 1 1 I 1 OWNER NAMING THE OWNER AND ARCHITECT AS ADDITIONAL INSURED. RELATIVE TO OR ASSUME CONTROL OVER ANY ASPECT OF THE MEANS, I I 1111 1 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF I I 1111 PERMITS AND INSPECTIONS, SCHEDULE ALL REQUIRED MUNICIPAL CONSTRUCTION UNLESS SUCH ADVICE OR DIRECTIONS ARE I i I I i iiii I 1 AND ELECTRICAL INSPECTIONS WITH NOTIFICATION OF INSPECTORS AND SPECIFICALLY REQUIRED BY THE CONTRACT DOCUMENTS. OBTAIN ALL CODE APPROVALS, AND FILE FOR CERTIFICATE OF III I I `` Iii H1H OCCUPANCY. NO WORK SHALL COMMENCE PRIOR TO OBTAINING AL_ l l j I r-------- 1 ? II NECESSARY PERMITS. F------------------------------------------, I 1 1 ! �/; ii 11 0 1 1 1 EX BEDROOM 3 ; ; �,%' w 1111 1 > I I I i U II II CD I J U 11 11 pw :2Ex. DECK l 1 I I EX. KITCIHEN J-L- � w II II z 1 1 1 T I I = Z EX. FAMILY ROOIM H W w r\� ��� L- U II II U m i I I I ItJ�I I z Q � II II SCREENED PORCH N CD _____ I U 1111 CD _-_- -_T__-r------ Lam= ====3 --T - 1 I I I 1 I/xy1 cn to II 11 1 z I I I �_______ _____ w o p I II � I I � 1 � � 1 � z �- IjiII I XVIII O O I I I I I L" `J Li Ld II LLJ 0- 1 �' I I I 1 L_J I I I O Q REMOVE EXISTING PARTITIONS I — 1 DATE: REVISION L----� f------� W = J 1 1 1 x L--------� r� � v a � 11ii i i i� WHERE SHOWN WITH DASHED LINE, �I / \ CONTRACTOR MUST CONFIRM THAT I 1 REMOVE EXISTING KITCHEN i \\ 1111 11 ---------T=====_____=====T_-------- ' EX BATH 3 NONE OF THE WALLS BEING i i CABINETRY, APPLIANCES, r--------- ---------------�-- ------ DEMOLISHED ARE BEARING WALLS I 1 COUNTERTOPS, FIXTURES, I REMOVE EXISTING PARTITION OR HAVE STRUCTURAL FUNCTION. i FITTINGS AND TILE 0PLEASE NOTIFY ARCHITECT, WHERE SHOWN WITH DASHED LINE ---------------� I r---�A==== --------------- I EX. MAIN BEDROOM 4 I I „ „1 I rREMOVE EXISTING PARTITIONS CONTRACTOR MUST CONFIRM THAT EX UTILITY I I 1 I I 111 -------------- WHERE SHOWN WITH DASHED LINE NONE OF THE WALLS BEING ROOM EX. ENTRY �� i i :� ::i i i CONTRACTOR MUST CONFIRM THAT DEMOLISHED ARE BEARING WALLS FOYER --------------- L------J ---------- _______�____------ __� I NONE OF THE WALLS BEING OR HAVE STRUCTURAL FUNCTION. ---� i , F 7 F i DEMOLISHED ARE BEARING WALLS ii PROJECT PLEASE NOTIFY ARCHITECT. EX HALLWAY OR HAVE STRUCTURAL FUNCTION. TANZI RESIDENCE PLEASE NOTIFY ARCHITECT. I1 EX HALLWAY PR -, CL ADDITIONS & ALTERATIONS \ EX. LAUNDRY \\�` 1 1° 1`\ I I 1 1 � ii r 1 1 REMOVE EXISTING LAUNDRY 1 1 \ 1 1 I 12600 NEW SUFFOLK AVE, ______ 1 1 CABINETRY, APPLIANCES, 1 1 DN I I 1 u i COUNTERTOPS, FIXTURES, �\ I I I 1 CUTCHOGUE, NY 11935 ----------------- 1 1 1 11 EX UTILITY! 1 1 \ II 1 I FITTINGS AND TILE 1 r11 -L=-�-- ! �1 ROOM ; ; DRAWING TITLE EX BEDROOM 2 ; 1 1 F---- 1 1 \\ 1 ------------1 FIRST FLOOR DEMOLITION PLAN ----------------------- UP itr\ I � \ I SEAL EX DECK I L-------- S C o ' ` XBATH2 ' 'cG _ k r> EX. BATH 4 EX. GARAGE _?�:' EX BATH 1 C'�, NL EX. WIC 0 O CD 00 DATE 1-24-23 SCALE 1/411 = 1 '-011 DRAWING NO. EX BEDROOM 1 I rum*% l 01 oo ■ PAGE NO. TIE0 STINZA ARC HH !.tTECT 460 OLD POST ROAD 2A BEDFORD, N.Y. 10506 TEL:914.234,6289 FAX:914.234.0619 www.teosiguenza.com EX. 21'-5"± 28'-8" - - - - - - - - - - - - - - - - - - - - - - - - - - - - 77 ............................................................................................................................................. .................................... .... ... ............. ........ ............. .......................... ............................................................................ .......... . ....................- .............. - - - - - - - - - - F- — — — — — — —Ex FOUNDATIONWALL & FOOTING GENERAL NOTES: 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES NEW FOUNDATION WALL & FOOTING 2.ALL DIMENSIONS TO BE CHECKED L 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — TO THE ARCHITECT .... — —^ — .............................. .. ........ . ............ . ........ .. .......... ...................... 0 —— — — - -- - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - CD -(D 17'-3" 14'-9" EX. 14'-O"± New 10"-3500 PSI concrete foundation wall New 10"-3500 PSI concrete foundation well L — — — — NEW UNEXCAVATED w/ #5 vertical @ 12" o.c. & #4 horizontal @ w/ #5 verticol @ 12" o.c. & #4 horizontal @ I 1 ------j New slab on grade 12" o.c. typical unless noted otherwise. 12" o.c. typical unless noted otherwise. 5" 3500 PSI Concrete slab with 6x6-10/10 New 1'-10" wide x 1'-0" thick cont. 3500 PSI New V-10" wide x 1'-0" thick cont. 3500 PSI W.W.F. on6 Mil, poly moisture barrier on 6" concrete footing with (3)-#5 rebcrs cont. -H f1 Igrovel base on undisturbed earth compacted concrete footing with (3)-#5 rebars cont. % bottom & #5 @ 12"' o.c. Min. 3'-6" below bottom & #5 @ 12" o.c. Min. 3'-6" below 95% density. Provide 1/2" impregnated finish grade (Typ.) compressible filler joint at perimeter. Provide finish grcde (Typ.) EX CRAWL SPACE (VIF) I /-*I'1 -1 isolation and control joints as required. Step footing as required Step footing as required 12" Deep Concrete footing. by code 2h:1v ratio max (Typical). Ex. floor framing to remain (Typical) by code 2h:1v ratio max (Typical), Provide #4 bar @ 6" o.c. in 7—=7--. I. each direction. Provide 3" bottom cover & 2" side cover F- for reinforcing (Tyl ALIGN F- - - - - - - - - - - - - - 1r--- -T-: - - - - - - - - - - - - - - - - X — — — — — — — — — — — — — — — — — — — — -FOUNDATION WALL & FOOTING Z L 10 - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - EX. FOUNDATION WALL & FOOTING L - -- - - - - - - - - - - - - - - - - - - - - - - - - - - EX. FOUNDATION WALL & FOOTING 2L I VI ............................ - - - - - - - - - - - - - -: 7( I - - - - - - - - - - - - - - - - - - - - - - - 1 F-- - - - - - - - - - - - - - - - - - - - - - - - - - - —--—--------------- C) Hot tub over NEW UNEXCAVATED New slab on grade EX CRAWL SPACE (VIF) t2)91Y2� LVt Provide a c xl Et. x. floor framing to remain continuously 9-1/2" LVL @ 16" O.C. EX CRAWL SP operated mechanical - - - -- - - - - - - - - - - - - - -- 1-1 * iff (dropped framing to align floor w/ existingexhaust ventilation per Sister ex. floor framing -.-*-12" Deep Concrete footing. 2020 NYS code NEW CRAWL SPACE 9-1/4" LVL @ 16" o.c. Provide #4 bar @ 6" o.c. in 3" Service slab on 6 VIL poly moisture Ex. service or provide c each direction. Provide 3" slab new 3 service bottom cover & 2" side cover barrier on 6" grovel base on undisturbed - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - for reinforcing (Typ.) earth compacted 95% density. DATE. REVISION L - - - - - - - - - - - - - - - - -J F— 7 EX CRAWL SPACE (VIF) cess lnotch UA 4X4X1/4" steel post over Sister ex. floor framing w/ • L - - - - - - - - - - - - - - - I 0 E in ex. opening 24X24X12 th. reinforced L 9-1/4" LVL @ 16" o.d. - - - - - - - - --- -- - -2 C) conc. footing w/ #4 @ 8" o.c. (3)1-3/4"x11-7/8" LVL 0 bothways. Ex. service slab or provide a L F - new 3" service slob, — TWO-11 Ove'I-T— 0 rx I EX CRAWL SPACE (VIF) M ' 00 0 Ex, floor framing to remain LLJ PROJECT E I (D x r.') cc Ex. floor framing to remain 3 >< TANZI RESIDENCE New 2X6 @ 16 o.c. over ex. slab cc EX CRAWL SPACE (VIF) Min R-19 insulation ADDITIONS & ALTERATIONS 0 0 Q Ex. floor framing to remain 0 0 5* (new mudroom over) 3 En - < (D 0 71 t - - - - - - - - - - - - - - - - - I I ex. slob on grade 12600 NEW SUFFOLK AVE, CUTCHOGUE, NY 11935 Z F - - - - - - - - - - - - - - - - - - DRAWING TITLE EX. FOUNDATION WALL & FOOTING ------------------------------------- ---------------------------- NEWUNEXCAVATED New one course masonry block anchored to ex. slab PROPOSED FOUNDATION & New slob on grade 1F FLOOR FRAMING PLAN L............... EX. UNEXCAVATED 17'-2" :10" 2'-1" ex. slab on grade SEAL CD F OIL L -J 11• L - - - - - - - - - - - - - - - - - - - - - IZ L D - - - - - - - - - - - - - - A I'.'�] 1 rx —`-7- 7 7 7,7 ..-77777,t,7' 7 .... ... ....... 7 77 - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C� NFW FOUNDATION WALL & FOOTING New 10"-3500 PSI concrete foundation wall w/ #5 vertical 12" o.c. & #4 horizontal @ U 12" o.c. typical unless noted otherwise. New 1'-10" wide x 1'-0" thick cont. 3500 PSI concrete footing with (3)-#5 rebars cont. bottom & #5 @ 12" o.c. Min. 3*-6" below finish grade (Typ-) Step footing as required DATE by code 2h:1v ratio max (Typical). EX. FOUNDATION WALL & FOOTING 1-24-23 EX. 18'-0"� EX. 14'-O"± EX. 16'-3"± EX. 46'-B"± EX. 23'-5"± SCALE 1/411 1 '-0'1 DRAWING NO. A EX. FOUNDATION WALL & FOOTING 1 0 0 0 EX. FOUNDATION WALL FOOTING PAGE NO, 1 �7 tTI F % 1=4 F TIE3 SH(GUENZA an On A R C H H T EX DECK 460 OLD POST ROAD 2A BEDFORD, N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 www.teosiguenza.com EX. 21'-5"± 28'-8" New sliding door system into pocket ... .. ............................................. ....................... .......... 1-777\'. ........................... ... D109 —7 EXP. DECK ............ .. . .. .... . 00 00 C) GENERAL NOTES: 3'-8" 3'-8" 17'-4" 3'-8" 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES 2.ALL DIMENSIONS TO BE CHECKED Boll down screens 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS I'jRoll down screens TO THE ARCHITECT and cu CU a I n- ............. ...... ....... ...... ........ ........ EX DECK ...... ..... .. ........ ...... .. ........ ..... ........ ...-. ........ ... Roll :down scree s ............... C and curtain ................................................. ................. ........................................................... .. .........- 17'-4" 14'-8" EX. 14'-0"1 0 ............. ................................................... .......... ........ C0 0 EXISTING GREAT ROOM 0 ; .4....... 7-77 L0 Cn 0 C= Q) NEW PORCH CD r ................... ........ ....... .. ................. (FORMER WOOD DECK) CN NEW STONE FLOOR 0 Radiant :heat piping only L0 .................... 0 -H .......... .............................................. .................................................... ........................... ................. CD D1 12 ........... ................. ................ ............ . ...... . C: . "?.............................................. ij 0 :0: 113 CD: CN U) L .. ........ >< ..... ... ..... ........... C"! D105 LLJ LF ................ ........................................... New sliding door system ............... ........ Roll down screens and shades Roll out screens W1 03 Eq. Eq. t . ..... .... ...... ...... . ....... L------------- 7 o New-slidlr�g dd& sy"s em into pocket............ ... J_- f . 5'-0 E q:� 4. -0. 0 o-J 0 HOT �TUB (D...................... ....... 0 00 0 J .. ............................ ......... IIs o fn I C0 NEW PORCH ................ ................... EX BEDROOM 3 ....................................................... .............. 0 ................ (FORMER WOOD DECK) kREA NEW GLAZED PORCH I i U- SITTING: UC New stone floor BREAKFAST AREA NEW STONE: FLOOR New stone floor i IUC RE Ice !1 11 11 NEW STONE FLOOR TV DEN Radiant-heat.eat, floor (first stage).. ................. !rnaker, Radiant heat floor (first stage) Radicnt heat floor (first stage) ---------------- ----—-------- .......... ...... .............. ...... ........ ........ ......... ........ ........ .............. p p Hect pump (second,stage) (Former screened porch) econ D116 ...-Heat_pump d stage) 7� . ......................... z _(s--. New wood floor . ........ ...-.. ........ ........ .... . ........ ...... ..... EX. 14.'-l"± New ceiling with R-19 Insulation ... ... ...... .... Eq. Eq. 01 > X .0 1: DATE: REVISION Cn Q) -J UTILITY ROO EX BATH 3II 0 ................................................ ................................................... ................................ SAUNA STEAW/RM .. .............................. ......... ............. ........ ....... ................ ...... ........ ............................ �4 2'-0" 8,-1 1 ....................... ........ ............ L 19'-6" ... ........* ......................................................... ............................................... ........ :00 0[ ,*,* : q EX. ENTRY C14 I FOYER EX. MAIN BEDROOM 4 ........... ........ ..... O .0 F-----IF-----I EX UTILITY 0 0 0 -`F . ......... ...........-............... -- -------- 4------41------- 1,�Lr.7=7711-........- ............ F- Tr-----7--- -------- ROOM 7----- Shoji sc-Fe-ens- E771 1124" MW� D 11 W C: LJ coo P R L0 drw. 0 1 11 11 PRO Ln EX HALLWAY -J JECT F6 -0" z 0 MUIDROOM TANZI RESIDENCE . ......... ........ ..... PR 0s 11 ai 2' I 1 -7" 24 ref PANTRY �00 ! : 0 [7 Former garage boy EX HALLWAY . ................. 0- ADDITIONS & ALTERATIONS 11 drw. New stone floor New electric mat floor warming �• 1il 0 1 T EXPANDED KITCHEN 8'-4" . ..... ...... NEW STONE FLOOR 12600 NEW SUFFOLK AVE, New stone floor . ... ...... Radiant hect floor (first stage) D102 New electric mot floor warming C ubbies CUTCHOGUE, NY 11935 Heat pump (second stage) C) Bench & hooks CN D161 ... ....... .. .... .. ..................... DRAWING TITILL EX BEDROOM 2 r---- ................... C: wine 1 H Fire rated wall 30 REF �30" FRZ.: T W. Eq. Eq. ................. pantry 3 C) .............- ... ......... DW Door . .. .... ref' PROPOSED FIRST FLOOR PLAN ............... L---- w/ Self Closing Device NEW ENTRY PORCH ............. < U P (FORMER WOOD DECK) D103 W101 PORCH New glass roof over ....... ....... ....... New stone floor S EAS ............... . ...... 2'-6 13'-10" ....... ... ... ........ 710 New expanded deck (match ex.) 7. ................................... ............. ................... ...................................... X '1 7r. - < EX BATH 2 EX. BATH 4 70A EX BATH 1 EX. WIC <1 Ex. wall . ... DATE -0 1-24-23 Outdoor sliower 1. Q 3" EX. 18'-110- EX, 1 4'-O"± EX. 16'-3" EX. 46'-8"± EX. 23'-5"1 SCALE X C LJ if 1-011 1/4 1 Q) DRAWING NO. EX BEDROOM 1 ........................................ ..................................... ........ % L-J U461 moo A 1 00 ia, LSAUNA, L 777- PAGE NO. 57GO"3 ENZA 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 W204 www.teosiguenza.com r------------------------7--- ---r-------------------------7 ------------- --1--------- 1 (3)9-1/4" LVL I I I I I I I I I I I I I I I I I I I I � I I I I GENERAL NOTES' I I 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES I 2.ALL DIMENSIONS TO BE CHECKED I h 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS I TO THE ARCHITECT I I I I I I I I I II II I I I IL II I = 1 I L--jI U I I I 1 1 1 I I Ir——�I I z I I II II O I I I � - I _J L------ilI w I z I EX. ROOF NEW KEMPER MEMBRANE ROOF I I PITCH W/ TAPERED INSULATION I W206 W205 I 1 I I _ I I r------- r—r------_——_-----Z-7---------------- r—r---_————--———-----r—r------- I 1 I —3)1-3/4 X9-1 4' I 1 3)1-3/4'X9-1/4 W203 I I r-7------- -------------------r-- �— ---- New RailingSystem Guard rail @ 36" & 1 1 LVL UPSET I LVL UPSET ------——�———�-- a y I I I I I I I I 1 1 i ��-----------,------,------------11 i " ,� I spindels @ 4" max oc) I I I I I I I I I 1 (3)1-3/4'X9-1/4 LVL UPSET I I L � ----------------------------------------- - --, Roof overhang l i r----------------------- --------- I I I 1 � o 1 EXPANDED ROOF 1 I 7:12 wc� I z r-----� 7:12 I F E X = 1 II E ----------------- ---- - - ---------------------, NEW ROOF w i EX. BALCONY I T NEW ROOF Ln LLJ 3 c I I z I Z to I I •' I WP{ / D201 \ P I •. DATE: REVISION 1 I o i (3) 1-3/4"X11-7/8" LVL . I I x I `•, I NEW ROOF EX. ROOF 7'12 W I I NEW ROOF 7:12 PROJECT I I I I I I I ;i TANZI RESIDENCE (3)9-1/4" LVL 7:12 ADDITIONS & ALTERATIONS ----- I I 1 --------------------------------- - -i W201 12600 NEW SUFFOLK AVE ^/ CUTCHOGUE, NY 11935 1 EX. GYM 7:12 l EX. ELECTRICAL & FRAVING TO REMAIN 1 I (3)1-3/4'X9-1/4" LVL UPSET I DRAWING TITLE ( �r-----------------------------TJ _ - PROPOSED LOFT, ELECTRICAL & I I FRAMING PLAN I I r-----J I NEW GLASS ROOF i SEAL --- ---------------------------------------------- — ---------------- EX. ROOF I EX. STAIRS 1 u, F� Remove ex. window Patch, match & fill DN n 7 1 opening as req. w/ ex. (typ.) IN T I I y. 1 , I I 1 I I I I I CL ----------------------- -----------------------J 1 i DATE I . 1-24-23 Iiv I I 10:12 1 > SCALE I -011 NEW ROOF OVER EX. FRAMING I 1 EX. BATH DRAWING NO. 1 A 'A AM& AM& 1 0 UAW"" I I I i I I I I I I I I I I I L------------------------------------------j PAGE NO. U"" rn (0) aHUEI N ZA 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 www.teosiguenza.com I I I I I I I I I I I I I I I I I I I I I I I I I I I i I GENERAL NOTES: I I 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES I 2.ALL DIMENSIONS TO BE CHECKED I 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS TO THE ARCHITECT j I 1 � I I � I I I I I I I II II I = I I I II II I U I I I IL__JI I I I t---Ii o NEW KE R MEMBRANE ROOF II it Ln I�__� ITCH W/ TAPERED INSULATION -- w —J L------J Z I EX. ROOF I � I I I I I ----------------------- --------------- ———————————————————————————— II I I I I I I --------------------- ------------------------------------ ----------------------------------------------------------- ------------ -------� I III II i --------------------------- ----------- I I I I I I I I ________ _i---i NEW METAL ROOF NEW METAL ROOF i I i NEW METAL ROOF (SHED DORMER) (SHED DORMER) i l I (SHED DORMER) I I I I I I I I I I I I i I I I I I I I I I I I I I I I I EXP. ROOF (MATCH EX.) I I ! I I I I 7:12 I I I 7:12 �_— I ----------------- ---- - - ---------------------, i L----� i i i II I, i �_' EX. BALCONY BELOW L_ I I L==� I w NEW ROOF (MATCH EX.) ; NEW ROOF (MATCH EX.) 11 I o � I J I �I----- w o II II I I I 11 I I I I I I I I I I I 1 i l I DATE: REVISION r1- --------------------------- ----------------------------- � i i i l i I I II 1 1 I w l i i 1 COPPER NEW ROOF (MATCH EX.) 1 I I I I I I 1 CRICKET I I I I I I I I I I I I 7:12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I jI I I I I I 1 1 NEW ROOF (MATCH EX.) 7:12 i 1 i i : PROJECT I I i............: I II I I TANZI RESIDENCE 7'12 ADDITIONS & ALTERATIONS II I I I I I I f I -------------------- I I I II I 1 �______________ l i 12600 NEW SUFFOLK AVE, NEW METAL ROOF 1 ii I CUTCHOGUE, NY 11935 (SHED DORMER) / ..,.. I I I I I I I I I I I I 7:12 I , DRAWING TITLE I I I I I I I I I I I I 1 1 I L-----------LL----------- ------------------------------------ --------- — � PROPOSED ROOF PLAN NEW G ASS ROOF I i ' -- ------------------------------------------- ---------------------------------- - 1 EX. ROOF SEAL I I I I I I I I � I EX. ROOF Off....C`:f �� —1';yet. '� I I I I I I I I I I I I I I I -----------------------� I I I I DATEI I I I I 1-24-23 I I I I ......... ..... 10:12 ........ SCALE 1/4 to _ 1 1-011 NEW ROOF OVER EX. FRAMING EX. ROOF I I I i DRAWING NO. I , I 'h3000 I I I I I I I I I , I II I -------------------------- ! ------------------------ rot 1 U00 I I I I I I I I f ! PAGE N0. pllmo 5T�(G 00 ENZA A R 0 H H T E C T 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 www.teosiguenza.com Top of the chimney to be min. 2'-0" above any roof area (TYIP). Ex. roof New overbuilt roof over ex. GENERAL NOTES: roof framing 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES ........... ................ ... ......... ................. .......... 2.ALL DIMENSIONS TO BE CHECKED ........... ............. ....... .. ......... .. ...... .................... .............. ....... :1..: .-::�.. .... ....... ...... ....... ........1.�� -I ..., - i ,. .. i__-i 1 4. .. L-1 - .......... ....... ........... .. ...... ....... ...... 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS .. ........ .......... ...... ........ ........................... TO THE ARCHITECT .......... .................... .... ........... .. .... ......... .......... ......... NEW ROOF �-IVIATCH EX.)�-- ....................... . ......... .......... ...... ..... ............ ........ ........... . ............... ............. .............. New 'metal roof...... ....... ........... ... .... ... .... ........... . ......... ......... Ex. roof ................. . .......... ........ ... . ..... ........ LE NEW ROOF:--(MATC H EX:)-,' .... .... .... . ..... .... ....... - :E] E:IE I ....... . ....... ......... ....................... .......... ..... .. ..... .. ............ . ...... T1 .. ......... ............. ........... .............. ...... ... ....... ................. ................... ...................... K, ..::............. ............ ... ..... ..... ... ......... ...... ................. . .........:,. .. .......... ...... ........... .......... .. ......... .............. ...... ..............:: . ............ ...... ............................... .......... .......... .... ...... ............... ....... .......... ............. .: ....... ....... ..... .......... .......... IF ................. ............. ... ............. .......... ....... ................. .............. .......... .... .............. .... .. ..... .......... .......... ..... . ..................... ........... ........... 77 ... ..................... ... .......... T .. ............. ............................ ..... ...... .......... ............ ..............T ............. .... ...... ...... ................ ...... ........... ................ ...... T W101 .......... ........... ..... ....... ................... ... ........ ............ ......... ........ . ......... ........... ............ _T 'T- L F)1 n.� T L 7- ------------ ........ ............7 . . ............. ... ........... .......... ....... .. ....... .. . ........ ... .......- ........ ....... ........ .... ........ ........ ........ . ..... ....... ........ ....... ...... ........ ...... .... ...... ........ ........ ....... ........ ........ Ex. foundation wall & footing New foundation wall & footing ... ....... ....... ........ .. ........ ....... .... ...... ..... ........ . ...... ....... ....... ....... ...... ....... ...... ........ .... ....... .... ......... ....... .. ..... ........ ......... ........ ........ ........ ....... .. ........ ........ ....... ........ ...................... .. ........ .. ........ .... . ........ ........ . ........ . ...... .... ....... ........ ........ Ex. foundation wall & footing ........ ........ ........ ........ ... ........ ... ........ ........ ....... ....... PROPOSED FRONT ELEVATION Scale:1/4"=1'-O" DATE: REVISION PROJECT Top of the chimney to be min. 2'-0" clbove TANZI RESIDENCE any roof area (TYP). .......... ............... Ex, roof Ex. roof 12600 NEW SUFFOLK AVE, 7.77 7=7-77777 ................ ......... 7 �.......... .......... ........... ....... ..... ............ ............ ........ ............ ............ . .. .......... ...... ........ . .... CUTCHOGUE, NY 11935 ............. .......... .... ........ .................. ...... .. ............... .................................. ........... ............ EW ROOF ............. . .. .... ... N (�ATC H'EX. .. ... ................... ........... .... ............ ...... ............... .. ............. ... ... .......... ...... ...... . ..... .. ......... ... .............. DRAWING TITLE ............... .......... ..... ...... .............. ... .......... ........... .......... _AT EX,), : ....... ........... ......... ... ... ........ . ..... ..... ........... NEW CH., ....... ............. ............................. ............. ...... Exponed ex. roof ............... ....... ... .... ............ .......... ................ ;............ .......................... .......... .............. ............... New metal roof New met I roof ................ ......... ............ .......... New metal roof ........ PROPOSED EXTEROIR ELEVATIONS ........... ................ ........ . ........ .............. ................ ......... ............ .......... ... ........ ........... ...... ..... ........... ........ ................. D201 ..... ............. ......... ....................... .... ..... NEW SJDING M . ..... AT If' EX.). ............... .............. ............ ......I ....... .......... .......... SEAL ........... ...... ........ ....................... .......... .... ...... ....... . ......... .......... ................ ............ ...... ......... ............ ....... 0 .... . ..... .. ...... 71 F .... ....... ........... .......... F ........... ............. ......... .. ...... DATE -24-23 ............................... ..... ...... ------------- --------------- --------------------------- SCALE NEW SIDING (MATCH EX.) W 103 —011 D105 D109 D112 D1 13 D1 16 1/4 1 DRAWING NO. C� 0 ...... .... ... ....... ....... ........ ....... ...... . ..... ..... ....... ........ ........ . ........ ..... ....... ....... ........ ..... ........ .. ........ ..... ....... ....... .. . ... ..... ........ ....... ...... ..... ...... New foundation wcII & footing Ex. foundation wcIl & footing New foundation wall & footing New foundation wall & footing .... ........ ........ .. ....... .... ........ ........ . ....... ........ ... ....... . ........ ........ .. ........ ...... ....... ...... . ..... . ..... . .... ....... AIL Ar In Ex. foundation well & foot'ing .. ...... .. . ..... ... .... ........ ........ 2,00h, 00 moo PR POSED REAR ELEVATION 7n L 2 Scale:1/4"=V-0' PAGE NO, - TIEC 5T[GUO ENZA 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 1 TEL:914.234.6289 FAX:914.234.0619 0111A I ELI-3 1M IF7.1 Top of the chimney I I . : , 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES I I 1-1 1, ..�' � I � 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS . : (�...........�_.:......) , � �_ _V... — ..__.:.�__ __ �. _ :izi�'__ �'_ -.1 I _: ._1_1 - _.- J: . `_'...:� __ - ...::. �:"1 t � '._ :.....I- 1 LLL1 �� �:*****`'*.......' - :: - .. - �,�,',��--.---,,,.��j�,,.,.,��-��... .�]-��6:��-,-�-",*��".,.-��-:.-�,*�,,�*��::�-,-�.*..,�,,.��.� .� �'�_3_2'i-'�'. � �� �� �� �� �� �� �� �� �� I - -1 �� �� �� �� j ....' �... ,%�' � E __1 � E__ , I ____ .. . .: �� .. "�:::''�. :::!�:-:.. �: i; '*::;jjjj:: � .. � :: : :: .. 1 . � i � . �__' . 1 " '�� '� _-J.1 - ..,----,. . �� _. :::m - - - - - - - - - - - - - - :: � :: I - - - - - - - - - - - - - �: ; : .1. �'-:�'�P �'�'.;.� � " . , i : I �: I i :; : �: : . . . I . . :: . :: :: .. . I � � � I : : . . : i .1 ,.,::, \' 1�:� ,.' _ I -I ------I---I-.- . i � : I . t: .i��:: �;iii;ix .:':,� !�.*�!��'�.�' ... .:.. '.,. � . - I ;: � : . . . ., A "..7 I I..:X.X � . : . 1% .: * : . .:r-'�. . . �% '� ,, -i �. — r :: ___... �..�1 _777�]:]] 1! � ; ! � : : :— * ,. ", �.. � ::,� — — — __ — — — — — . I I —, : . — — — : — — — —————--- . — — — _ — . :: - e," , - `��\ � "_:.�'� — . —I U , : New foundation wall & footing . . PROPOSED RIGHT SIDE ELEVATION Ex. foundation wall & footing . �) Scale:1/4"=1'-O" ` PROJECT ADDITIONS & ALTERATIONS NEW ROOF (MATCH EX.) 12600 NEW SUFFOLK AVE, "-, CUTCHOGUE, NY 11935 . .1 . *"*** : : : :: � 1 :1 � : .. - i " . T fl: i : : :: : 4 :: : - I . . � , � .. :1 :: . 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I I - � New foundation wall & footing � Ex. found.atior wall & footing : i � ' 2 PROPOSED LEFF SIDE ELEVATION ' I ACM us' "k 1 M 0 0 TO 07"G 00 ENZA A R C FA H T E C 7 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 www.teosiguenza.com ............................................................................ .............. .......................................................................................... .................... ............. ......................................................................................................................................................................................... Ridge beam (see plan for size) Timber beam (canoe cut) GENERAL NOTES: Flitch beam 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES 2.ALL DIMENSIONS TO CECKED (see plan for size) 3 CONTRACTOR IS OBLIGBEEDHTO REPORT ALL ERRORS AND OMISSIONS 6x6 tirnber rafters TO THE ARCHITECT Upset header 12 E. (see plan for size) 2.5 New roof framing —49 insulation .......... . ..... ...... R ....... ......... Copper flashing Timber her!. tie bol d to rafters eachside Mortise & tero connection (typ.)—/ ......... .......................... .. . ................................ .......... ............... Bel (see pia — — for size) Tube steel beam beyond— - - - - - - -IL — — — — — --I L— — — — — — — Kemper membrane roof - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — ----------------- ---- ---------------—--------------- Copper gutter, flashing, edging Timber beam New floor framing Steel tube beam Wood decking ceiling see plan for size) .......... .................................... ............................... NEW BACK PORCH 4 D , _f TV, EXPANDED KITCHEN/ BREAKFAST AREA ................................... h. FIREPLACE ... ........ j- ---=q�. 97 Ex. dIl sister ex. framing New slob on grade Ex. foundation wall @ 16" o.c., R-30 insulation New foundation wall New foundation wall EX. CRWAL SPACE c 0 Ex. slob or new 3" service slob F"T-1 E I SECTION THRU KITCHEN TO BACK PORCH Scall=V-1 DATE: REVISION PROJECT TANZI RESIDENCE ADDITIONS & ALTERATIONS Ex, roof framing Ex. roof framing 12600 NEW SUFFOLK AVE, New roof framing Ridge beam CUTCHOGUE, NY 11935 Timber hori, tie bolted R-49 insulation (see plan for size) DRAWING T�TLE to rafters ecchside 12.......... J, 14_ j.t . .... .... EX.11 ----------- New roof framing Extened existing PROPOSED SECTIONS R-49 insulation Line of Attic access roof, new roof 6x6 timber rafters framing ........ .... ........ ...... ............ "P. SEAL Timber rofte EX. GYM CT 16" a.c. V r boarding New 8X8 timber truss Timbe L L Steel tube beam—`- Timber beam —Steel tube becm L (see plan for size) (see plan for size) Steel tube beam---,,, ........ ............ ............ .............. .............. (see plan for size) II Ex. framing I ISI EX. GREAT ROOM EX. BEDROOM 3 EW GLI ED RO NEV) PORCH New cathedral ceiling MUDROOM LAUNDRY CL PR . ..... DATE 'EXPANDED KITCHEN 1-24-23 BREAKFAST AREA ....... .......... ... Lj I I SCALE -------------------------------------------------------------------------- -------------------------- -------- ------------------- Ex. framing Ex. framing 0 0 0 Nqw frominQ --.1_9J0SUIQf inn _w/ P_--Jg jnS,ilCti n 4 1 -011 ----------------- ---------- sister ex. framing —-----------—------------ -- ------ Ex. foundation wall @ 16 o.c., R-30 insulation Ex, foundation wall Ex. foundation wall NEW CRAWL Ex. slab on grade SPACE EX. CRAWL SPACE EX. CRAWL SPACE EX. CRAWL SPACE DRAWING NO. RL A"Ill A"l AV% F-1 Ex. slab or new 3" service slab A3UUM00 2 SECTION THRU MUDROOM TO NEW PORCH Scale:1/4"=V-0" PACE NO. co J (a OGUITNZA 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 www.teosiguenza.com I Ridge beam — (see plan for size) ;. Timber beam (canoe cut) GENERAL NOTES. Flitch beam }.}v 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES (See plan for size) 2.ALL DIMENSIONS TO BE CHECKED 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS 6X6 timber rafters I TO THE ARCHITECT 7 12 New roof framing R-49 insulation Hurricane ties Q 16" o.c Timber hori. tie Ited to rafters eachside1 <_f 'ti, Beam (see plan v, for size see detail k"'` N Mortise & teno connection (typ. " ( ) r ............. ............. .. .. .............................................................................. ............ ...................... —, - - - - - - - - - - - - - - - - - -11- - - - .................................. - - J I- - - - - - - - ....._...- f Kemper membrane roof ta...SS Tube steel beam beyond I Copper gutter, flashing, edging--►l --„� _,__�� T __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ” ' New floor framing "'.. Timber beam -- ----- ------ - Wood decking ceiling EXPANDED KITCHEN/ _ _.,...... Steel tube beamRoll down screens Beam BREAKFAST AREA (see plan for size) (see plan for size) J i o — — Plzzo oven r- NEW BACK PORCH Remove ex. windowPatch, match & fill: opening as req. ::::...... ........ w/ ex. (typ.) Log storage e ' i :.Fe..lace ...:.....ir. Ex. deck New stone floor radiant heat, pi in onl - -- -.._. ->... -- u -- ---- - - --- - - -- --- ;-- - --- ---- ---- - - -- r- - v- r r. , New slab on gradeY sister ex. framing New foundation wall Ex. foundation wall ® 16" o.c., R-30 insulation EX. CRWAL SPACE . 3 c o Ex. slab or new 3 service slab 1 SECTION THRU BACK PORCH TO ENTRY PORCH Scale:1/4"=1'-0" DATE: REVISION PROJECT TANZI RESIDENCE ADDITIONS & ALTERATIONS Ridge beam (see plan for size) 12600 NEW SUFFOLK AVE, 12 yv. (;, ',s; CUTCHOGUE, NY 11935 DRAWING TITLE Upset Beam 12 :. p PROPOSED SECTIONS (see plan for size) MECH. ATTIC y Timber rafter & decking Timber boarding New glass rooSEAL la Timber rafter tails ttic access :{- ` ` •,. Timber decking . I r Timber beam � Beam l,; (see plan for size) Timber rafter `i Timber beam Beam �, Timber beam (see n fo size) f' Structural v- Steel tube beom New eave (match ex.) timber bracket (see plan for size) NEW GLAZED ROOM EX. HALL DATE 1-24-23 lign ... .. .... .... SCALE 0 --=-- y - ---- Y ---_Y _= =y 1/4 _ 1 _011 E -Beam Ex. foundation wall _s'f u (see plan for size) NEW CRAWL SPACE EX. CRAWL SPACE DRAWING N0. i ' New service slab ` : ;v' Ex. slab on grade �� A 0 U 2 SECTION THRU NEW GLAZED ROOM TO HALL Scale:1/4"=1'-0" PAGE N0. TEO 3HG U" 7_L__z1JZA A R C H-H H I T E C T RIDGE BEAM TYPICAL NEW ROOF CONSTRUCTION: (SEE PLAN FOR SIZE) 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 - NEW ROOF (MATCH EX.) TEL:914.234.6289 FAX:914.234.0619 - 30# ROOFING FELT OVER 7 www.teosiguenza.com - ICE & WATERSHIELD MEMBRANE - 3/4" CDX PLYWOOD r. - 2 X ROOF RAFTERS @ 16" O.C. - R-49 SPRAY FOAM INSULATION 12 TYPICAL NEW METAL ROOF CONSTRUCTION: 14" ROOF RAFTERS @ 16" O.C. - 1/2" GYPSUM BOARD FINISH 7 - NEW METAL ROOF - ROSIN SIZED BUILDING PAPER SLP SHEET - 30# ROOFING FELT OVER BEAM (SEE PLAN FOR SIZE) 0 (2) 2X TOP PLATE - ICE & WATERSHIELD MEMBRANE - 3/4" CDX PLYWOOD 0 GENERAL NOTES: - 2 X ROOF RAFTERS @ 16" O.C. 12 - R-49 SPRAY FOAM INSULATION 1.Do NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES 2.ALL DIMENSIONS TO BE CHECKED 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS UPSET HEADER (SEE PLAN FOR SIZE) TO THE ARCHITECT NEW GUTTER & LEADER (MATCH EX.) C-4 A, CT,@ 16 O.0 SIMPSON H12.5A MECH. ATTIC HURRICAN O.C.TIES @ 16" 1X8 TIMBER TRIM BOARD IX8 TIMBER DECKING Vii : \ \�' HURRICANE TIE CONNECTION 4X8 T!VBER RAFTER TAIL ell LAPPED & BOLTED TO CONVENTIONAL TYPICAL WINDOW PAN FLASHING DETAIL FRAMED RAFTER OR WALL (BLOCKING WHERE REQUIRED FOR PROPER SPACING) L —TYPICAL NEW EXTERIOR WALL CONSTRUCTION: NEW SIDING TO MATCH EX. 30# BUILDING PAPER CDX PLYWOOD SHEATHING 5X8 TIMBER BEAM— 2X6 FRAME WALL @ 16" O.C. MIN R-21 INSULATION I 1/20 GALV. LAO SCREWS COUNTERSUNK AND PLUG (TYPICAL i" GYPSUM BOARD FINISH 6'-0" Max. Spacing I L STEEL TUBE BEAM STEEL TUBE (SEE PLAN FOR SIZE) 2x2 metal post (Typ.) (SEE PLAN FOR SIZE) PROVIDE SOLID WOOD BLOCKING 0 Graspable handrail 1/4" COPPER HEAD & PAN NEW SLIDE & FOLD WINDOW SYSTEM FLASHING @ DOORS & WINDOWS (TYP.) NEW ROLL DOWN SCREEN NEW GLAZED ROOM 8X8 TIMBER CLADIDED POST NEW STONE FLOOR ON 1" SETTING BED 4X4X1/4" STEEL POST W/ RADIANT HEAT TUBING (ALIGN W/ EX.) 1/4" 3/4" CDX PLYWOOD SUBFLOOR NAILED & GLUED 14 x10 x1/2 plate DATE: REVISION LVL FRAMING @ 116"O.C. (SEE PLAN FOR SIZE) (2) 2X4 P.T. WOOD SILL PLATE MIN. R-19 INSULATION ON TERMITE SHIELD & SILL SEALER k II (2) 5/8" Hilti bolts min. COPPER FLASHING 8" embedment (typ.) .......... J EX. DECK & FRAMING E) (D . .......... FOUNDATION WALL PROJECT Li MEMBRANE WATERPROOFING TANZI RESIDENCE 2" RIGID INSULATION (R-10)— < Opening shall not allow the NEW CRAWL SPACE EX. CRAWL SPACE ADDITIONS & ALTERATIONS J. NEW 10"-3500 PSI, CONCRETE passage of o 4" dia. sphere 0 FOUNDATION WALL W1 #5 VERTICAL __J @ 12" O.C. & #4 HORIZONTAL L.J STEEL GIRDER TO STEEL POST CONNECTION DETAIL @ 12" O.C. TYPICAL UNLESS 12600 NEW SUFFOLK AVE, 07 GUARD RAIL DETAIL CUTCHOGUE, NY 11935 NOTED I HERWISE. T-) COMPACTED POROUS 9ACKFILL ----—---------- & GRAVEL FILL X—X—X DRAWING TITLE- 4" DIA. PERFORATED FOOTING DRAIN PIPE IN 3/4" WASHED GRAVEL WRAPPED IN I .%1_ 11 i "I TYPICAL WALL DETAIL & FIL71TRFARRIC & AT LEAS7 6"-12" ABOVE THE TOP OF THE FOOTING \_#5 DOWEL @ 24" CC 3" SERVICE SLAB W1 5X6-W2.1XW2.1 WWM TYPICAL DETAILS CONTINUOUS CONCRETE FOOTING W/ TYP. @ NEW FOUNDATION WALL 6 MIL POLY MOISUTER BARRIER (3)#5 CONT. & #5 @ 12" C.C. (TYP) 6" COMPACTED GRAVEL BASE SEAL STEP FOOTING AS REQUIRED BY CODE 2H:1V RATIO MAX (TYPICAL). TYPICAL SECT-ION WALL DETAIL Scale:1/2"=1'-0" ''j", ,6 " DOUBLE BOLT 12" 12" 6" 12 12 6" DOUBLE BOLT @ BEARING ENDS BEARING ENDS CN 0 1 3/4" X LVL MEMBER 1 1 0 -04 (SEE PLAN FOR SIZE) STEEL PLATE (SEE PLAN FOR SIZE) DATE 1 3/4" X LVIL MEMBER 0 __ 0 112" DIA. THROUGH BOLT 1-24-23 ASSEMBLY 2 ROWS STAGGERED (SEE PLAN FOR SIZE) 0 0 5/8" DIA. THROUGH BOLT SCALE ASSEMBLY 2 ROWS STAGGERED ELEVATION SECTION 1/4 1 '-O" LVL- Laminated veneer lumber See plan for size & by Trust joist or equal location cf all LVL DRAWING NO. members ELEVATION SECTION NOTE: BOLTING AS REQUIRED. LVL- Laminated veneer lumber See plan for size & REFTER MANUFACTURE SPECIFICATION by Trust joist or equal location of all LVL A& FOR SPECIFIC CONNECTIONS. Alli members AF IS NOTE: BOLTING AS REQUIRED. 5 0 0 0 LVL HEADER DETAIL REF7ER MANUFACTURE SPECIFICATION FOR SPECIFIC CONNECTIONS. LVL FLITCH BEAM DETAIL PAGE NO. Exhaust to exterior 1 1/8" TJI Rim Board or T7 luaus-Fra�,ned Rakes Copper flashing all sides 1-1/4" TimberStrand LSL or blocking or lateral support TypiCal Fire-Blocldlig Locations Full-height rake walls need fixte-ttlocks to separate the stud stakir Stringers Strop per code if top A R C FE H T 71 C T bays from this--n-tir space aboiv. Thesp2 iv. tweensffingers plate is not continuous must be separated from the Ual It,111 upper-story flwr-joLst bays. over header 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 TEL:914.234.6289 FAX:914.234.0619 Strop per code if top www.teosiguenza.com In Elf, 15; f i plate is not continuous Without fin I n Z over column a saffit proivrides,4 patt'�for 7, fife to spread from awall' cavity to the joist t*-- \_1 cai,IM tw I Simpson Top Invallin"'a single piec,:vf mount hanger g 0 materi7l acftV�-the face of thesiu&is often faster thar using individual blctcks. Colum or Simpson Face .Ur,,qn�i 5 Utwe S t ai.,mray L ardin C4 s BEARING AT WALL mount hanger Cf 2p," if the area underneatli(lie BEARING FOR DOOR OR WINDOW GENERAL NOTES: landing is unfinished,the BEAM TO BEAM CONNECTION 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES wall bays must be blocked. HEADER 2.ALL DIMENSIONS TO BE CHECKED TO THE ARCHITECT WA,�I_o*tT, 3.CONTRACTOR IS OBLIGED TO REPORT A LL ERRORS AND OMISSIONS :":rte 54N IL -TIT. MIN i uh D k Fire blocks n g is re,qtdred in the -Around ...... sWd bays, Is: ........ ..................... .......... 1� I I , adrop-intub. I U,ln:d ............ .. .................. .. ............................ ..................... Custom hood (Oak) CLEAR SPAN W, ............ ...................... ................... 0 --—---------------- N 'T m ............ ........................ ........................ ...... ......... ........ SlMPSCN" STRO COILED 5 ................... ..... ........... . .......... ........ . .......... ... ........... ............ column connection Simpson Beam t Io IM, o twmz nml v�,4,t�tTtv Column Q0 CID M[N Lr) X C'4 x BEAM ON COLUMN CAP 0 E E- F IDE MIN V DISTANCE E Stall strinr',ers rECLIAL NUMB SPECIFIED NAILS IN ER or if the area below the stair EACH END, A sp-1.ire belt ind Ipyillt -ticks wee is unfinished,fireblt a 2X4 perimeter 1 Granite Top Granite Top I required in the stud bay-- ba5emeni�,iall alongside the stringer. WALL STRAP DETAIL if the area beneath is fini5hed .. . ...... froni the joist canceoled Space-r,in IN"all's Dropped coillngs with minimum 1W dr�rwall, When a wall is not dnwalled or sheathed on both bays Mopped ceilings ............. ........ ....... .... ..................... sides(which is typical of furred-out ba.�. ment wnllls can be blocked in the this blocking is tlrplcally and st be a full-height notrequired. ........... double stud ivalls'i there mw samt�way 2s solffivs .................... fike block every io feet boraontally. .. ................. .............. ..........I............. '.E BLOCKING DETAILS — FIRE BLOCKING WILL BE INSTALLED IN ALL HORIZONTAL Wolf 48" range AREAS, WHERE THERE ARE CHASES OR FURRED OUT WALLS Cooking Exhaust Equipment & INCLUDE ALL FRAMED BAYS EVERY 10' PER CODE. Overhead range hood exhaust equipment with integral — PROVIDE FIRE BLOCKING AT ANY CAVITY & FIRE SEAL AT fans shall comply with UL 507. ANY MECHANICAL & PLUMBING PENETRATION. Cooking exhaust equipment shall discharge to the outdoors through a duct. The duct shall have a smooth interior surface, shall be airtight, shall be equipped with a backdraft damper and shall be independent of all other exhaust systems. Ducts serving cooking exhaust DATE: REVISION equipment shall not terminate in an attic or crawl space or areas inside the building. Hood Duct material — Galvanized steel Hood Duct size — 10" round Hood Exhaust fan — 1200CFM Mechanical contractor shall provide mechanical make up air equal to 1200CFV. Provide electrically operated damper that automatically opens when exhaust system operates. PROJECT Range hood being installed per manufacturer's TANZI RESIDENCE instruction & compliance to section V1503 of the residential code. ADDITIONS & ALTERATIONS 2 RANGE HOOD & KITCHEN EXHAUST 12600 NEW SUFFOLK AVE, CUTCHOGUE, NY 11935 DRAWING TITLE TYPICAL DETAILS x X11, W,\sN MM,PFJL�Pi,40%,AV"tSEAL 3 %W4 1,t 6"04 04-Ak%,C, t 5 vi aNqok, i"intI'S rt', i fir.- �r A f'M Dc"4 ACII �Iks* 11 A5*1 :1W, TX- Wk TH T tO i PtAl L AT-.1L AO� 41 V"'AE V 4x�t�tk� "P, M, 01-Ir"I'T00 D"PT114 0N TO Fr,,K��F In TO C-1`1-11-11F DATE y 1-24-23 4, SCALE 0 K�,*"�lw<,I\ MPT4 NS 4 11 1-011 1/4 1 t ( � t=i:est£,€,�rx.,���.� F: °:,, ` PMIC-Eh,r VC IS DE-ITH DRAWING NO. COP" *41:'-)"ME 1,C.,CX-7-r.R4,T1�7 7K�1'1 m VE"�te E,4,4)Pen'-eft T t "Ll S F�T��Ii Cf CjT C.r, 1,14 IIIIIL�l I W Pfn;Mh*'�'OF'S',411 VF°IIHI.THM"',TLV TOP PLATE FRAMING TO ACCOMMODATE PIPING V,,,`5�6 CIIOW'�'X-AW,�40 V OPE TfiAN,r1*0 57L,r" STWS;,SEVC-tftEUAN:�!�* NOTCHING & BORED HOLE LIMITATION A Colum ——-*—... FOR INTERIOR NON BEARING WALLS NOTCHING & E30RED HOLE LIMITATION tr ' bi moo FOR EXTERIOR & BEARING WALLS PAGE NO. 00 11'-4" (4 PANEL) 10'-8" (4 PANEL) 16'-0" (6 PANEL) 2'-0" 11'-4" (4 PANEL) 2'-4" 6'-6" (2 PANEL) TEO 5HG L` ZA i :.......... ................... ICD 460 D,N.Y. 10506 LO OLD POST ROAD 2A BEDFOR f ♦ N _ TEL:914.234.6289 FAX:914.234.0619 • ♦ �, ............. I www.teosiguenza.com I9 rn ♦ ♦ W202 ...W203..... . . ......... ........ 1 ......... _ I i W205, W206 CDI W201 ♦ • W204 W101 ;J GENERAL NOTES: W102 W103 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES 2.ALL DIMENSIONS TO BE CHECKED 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS TO THE ARCHITECT 6'-4" 22'-10" 10'-8" (4 PANEL) 1'-6" 3'-4" 1'-6" 3'-0" 15'-0" (2 PANEL) 4'-0" IL 2'-10" 11 L 11 L ........................................... 1'-6" 3'-0" 1'-6" I , j i 0 CD CD I CD 0 .... ........ ......... c() o 00 I 00 00 00I , Solid panel Solid panel I I , , D101 D102 D103 D104 D105 D106, D107 D108 ENTRY DOOR SYSTEM SOLID ENTRY DOOR W/ GLASS SIDELITES SLIDING DOORS INTO POCKET 13'-4" i I � I DATE: REVISION N 2'-10" 7'-10" 12'-0" (4 PANEL) 13'-0" (4 PANEL) 3'-0" 4'-0" l F l j J PROJECT o l J J it f TANZI RESIDENCE 0 0 0 0 0 r; o CD j j 00 00 00 00 03 00 ADDITIONS & ALTERATIONS ! .... ........ I I , 12600 NEW SUFFOLK AVE, CUTCHOGUE, NY 11935 I DRAWING TITLE D109 D110 D111 D112 D113 D114 D115 PROPOSED EXTERIOR WINDOWS & SLIDING DOORS INTO POCKET SLIDE & FOLD DOOR SYSTEM DOORS SCHEDULE SEAT_ 12'-0" (4 PANEL) GENERAL NOTES: 1 EXTERIOR DOORS & WINDOWS SCHEDULE k FABRICATOR PROVIDE OSHOP DRAWING THE ARCHITECT & BUILDER TO REVIEW. = RER O ABOVE ELEVATIONS THE ALL EXTERIOR DOORS, SIDE LITES, WINDOWS AT SHOWER, BATHTUBS & WINDOWS 18 OR CD LESS TO THE GROUND SHALL HAVE "TEMPERED" SAFETY GLASS. :`l? i II � . ! �? I DATE 0 o j 1-24-23 I I .0j o r- SCALE 1/4 _ 1 x_011 I DRAWING N0. D116 D201 A800000 PAGE N0. F TEV3 SH(GUENZA 00 E L E;__' T 1 1 L LEGEND � loutesccInt Strip 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 @E TEL:914.234.6289 FAX:914.234.0619 E)= =="?-0=03 I i (,'v Plug Mold JL r i p W"Aeosiguenza.com ectricul Poi-el Box -1des'-unt Strip L;ght U e ;1 1("UI - i Jr. WP Exic. flood liq�it ................. A of lulnus us shuw!') P ---- ----- Celll.lq nourited fc!) Linear LEIS light of the top of beas (ty P. y D d GENERAL NOTES: WP 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES �, �, .. .:b-` 2.ALL DIMENSIONS TO BE CHECKED ve:�',_d to exllc'rior 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS Vt- WPQ TO THE ARCHITECT POWER FOR ROLL DOWN SCREENS .. ....... ... .. .... ........ ..... . ....... .... .... . ........ ....... .. ..... ...... wall ilght IX ............................................................. ... ........ ...... ... ........ ....... ... 'VV�_;y' E C closet ;Cht Lineor LED light at the top of 4orns (typ.) ......................... ....... .......... .......... .. .................... ...... ....... WP WP_' P ......... ............. ........................................... Detector ... ........................ • .. . ...... ...................... ............. ............. �GFI -------------- 71— S-'c d VV I I h t 0 ............... Detcctcr LLJ rl Ld h t 0 0 u U Smoke Detector V0 Q) ........ ...................... a) Carbon Monoxide Detector A',,j;l I M L;1 1, L) ace c x tu 1c 0 WID �,iidc�-ccl,)hiet LED WIP ... .................. .... J., 0 0 iJ -E] 0. W Q) V A D air 0 i LJ .......... ................................. ...... > ......... ......... .......... ........... ........... ............. Linear 1_6 light at the top of beams (typ.) W . ..................... ................ P WP W YP WP ........... ......... ............. ........... ...... b WID ............................ ...................... P WP WID WP • WP .......................... .......... da ........................... WPqP 9WP -POWER FOR ROLL 10 OWN SCREENS & SHADES............. ............................ ... ........... _J�..... ........ .... ........ . ........ .............................. . ........... ... ................................................. 0 0 _. ....... \.... K� -RADIANT HEAT FLOOR 6 .......... E)- ----------0_... .... ...... ......................................................................................... 'ISIS S S J-- )EIS, ........ .... .. . .............. .......... .......... ..................................... ........................... ............................... ..... Lineor*LED light at the to of beams (typ.) ........ RADIANT HEAT FLOOR ................. .... ............ ...... .......... ........................... ................................ w..........._...... .............. WID LZ V............................ GFI :)D qp A!p A • K� .......... ........... Au .......... _Z4 N, ......... ....... ........ ........ ........ �\7 7) WP. .. ........................... ............ P .... ....... ........ ........ ........ ........ ..... .. ....... ........... GFI \ O I / \ 4,`� ";,:...:.._„ C]wp []WP .7/ ......................................... DATE: REVISION .............................................................. .42( . . . . . . . . . . . . Sauna Steam ..room EXISTING TO REMAIN .............. ..... ............. ... ............ ....... ............................. . ................. ................ ... ........ .................................... ........ ... ........ ........... ............................................................... . .......... ............................... ......................... ......................................... m . AWP P " O EXISTIW TO REMAIN qp .............. db ...... 4FI 77 A GF =&P . . ... . ..... . ....... ........ GFI EXISTING 0 GFI GFI GFI; ............. .7 P TO REMAIN ... ........... G?I .............. A ...........-------- PROJECT J EXISTING TO REMAIN ..................... .......... &A' II A TANZI RESIDENCE ............... ADDITIONS & ALTERATIONS 7' EXISTING:TO REMAIN ELECTRIC MAT FLOOR �S FS7 FI RADIANT �HEAT FLOOR VC 0 1 ................. ....... 12600 NEW SUFFOLK AVE, FS71 CUTCHOGUE, NY 11935 .......... V0 . ... ...... .. ...... .. ....... - -- -- - ....... WP • WP -Exhoustvent to exterior DRAWING TITLE .......... ..................... WP p EXISTING TO REMAIN .......... qP `ww�+ r § A 1 A 'El A ;V �- ++++ �:] � PROPOSED FIRST FLOOR ........... - —————4; ................ . ....... ....... ..... A ............. ............ ... ...... _139 WP 3:11D WP vt 0 11 n ELECTRICAL PLAN To ex. lights SEAL .. ........ .... ....... --nwp I L U . . . .. . L I— ............................... .... ......* A 0 ............ ...... .... ...... ................. ........... <1 ru 0 NG TO REM0 ... ........ EXISTING TO REMAIN • 10 V EXISTING TO REMAIN t!, `sc-�' 0NOTES: EXIVING TO REMAIN _ H �:. 1. Unless dimensioned, all electrical layouts are schematic. Exact location to be determined by field coordination with Architect. 2. Electrical contractor shall obtain all inspections and approvals required by local, state and national codes and shall be responsible that all electrical work called for on drawings and specifications and other requirements of codes are met. 0 0 0 3. New service shall be installed in conformance with local code. 4. All decorative light fixtures supplied by Owner, installed by contractor, unless specified otherwise. lJ All recessed lighting supplied and installed by contractor. DATE --------------------- ... ........ .... 5. Electrical contractor to do all necessary power & control wiring and connections for all mechanical equipment. Controls supplied by others 1-24-23 6. Thermostats to be supplied by HVAC contractor and wired by electrical contractor. 7. All telephone and TV outlets shall be installed by electrcal contractor. 8. Electrical contractor shall supply and install all devices (switches, outlets, phone jacks, etc.). SCALE 9. Wiring shall be "Romex" cable. Unless otherwise noted -011 1/4 1 i 10. Distribution shall be circuit breaker type. 11. Dedicated circuits shall be provided for high draw equ'pment and appliances. 12. All electrical receptacles shall be duplex type, 15 amp min. U.C.N. Quantity per Code, Unless additional called out on drawings. 13. Smoke detecting alarm devices shall be single-station type, either photo-electric or ionization, and shall be hard wired to a DRAWING NO. power circuit with no intervening switch by alarm company. 14. All outlets shall be installed horizontally in the base rroulding. ..................................... .................................... 15. Supply and install 1/2"condult from telecommunication; ports to accessible attic or basement areas. EXISTING TO REMAIN 16, All electrical work shall conform to the minimum standards of the National Electric code (NEC) or NEPA 70-08. '1L 17. Install smoke alarms & carbon monoxide alarms per Section R314 of NYS Residential Code. 1 A U61 h' .......... PAGE NO. E� P GFI REMAIN C -Exhaust vent to exterior lor N 4p � f i NAILING SCHEDULE PLAN NOTES: °° CON7`iECn0N NAWa 1. ALL FRAMING LUMBER SHALL BE DRY (19% WOOD POST LEGEND I 3j7 (GUEk 1. JOIST TO SILL OR GIRDER, TCENAc 3-ed MAXINO.2MUM GRADEOIWIT,H A BRE ASE VALUE FB�OFFIR 825 A POSTABOVE 11 2. 1"x6" S'JB-FLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d PSI. ❑ 3. 2" SUB-FLOOR TO JOIST GIRDER, BLIND AND FACE NAIL 2-16dIDB POST BELOW 4. BOLE PLATE TO JOIST BLOCKING, TYP. FACE NAIL 16d AT 16° D.C. 2. ALL OPENINGS SHALL BE FRAMED WITH EXTERIOR BEARING WALL HEADER SCHEDULE 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 5. TOP PLATE To STUD, END NAIL �d OR -'6r ' DOUBLE MEMBERS UNLESS SHOWN 3 ❑AB POST ABOVE&BELOW -- TEL:914.234.6289 FAX:914.234.0619 6. STUD 10 SOLE PLATE, TOE NAIL 4-8d, TOENAIL OR 2-16d, END NAIL OTHERWISE. El �2xPOST CLEAR OPNG WIDTH HEADER SIZE REMARKS www.teosiguenza.com 7. DOUBLE STUDS, FACE NAIL 10d AT 24" D.C. 3, DO NOT SCALE DRAWINGS. 8. DCUBL TOP PLATES, TYP. FACE NAIL 10d AT 24" O.C. ® 6X6 PARALLAM POST(otherwise noted) 9. JOIST ALL POSTS AND JAMBS TO BE FULLY SPIKED. 5'-0" (3)-2X6 (2)-2X8 c D.C.C 10. DOUBLE E TOPLE PLATE TPLATES, M M B20C MFFFSAT OF END JOINTS,ED MALL PANELS 3-t6d AT 16" OLAP SPLICE 8-16d (3)1-3 4'X1�-7 8" LVL STEEL COL. ---- - --- - 5. PROVIDE 2x4 BLOCKING UNDER ALL POSTS ........................ ..... . ........................................................... 11. BLOCKING BETWEEN JOS-S OR RAFTERS TO TOP F'WE, TOENAIL 3-8d AND JAMBS OF WINDOW AND DOOR OPENINGS -- -- - 6 6 (3)-2X8 (2) 2X10 - 12. RIM JOIST TO TOP PLATE, TO=NAL 8d AT 6" D.C. EXCEEDING 6'-0" IN WIDTH. 13. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d -�-- -- -- -- -- - - 7'--- -- 1 0" (3) 2X10 (2)- - 2X12 6. ALL LAMINATED VENEER LUMBER AND J - _ ._.m_._. ._.._.__..............._.:. __.............................. 14. BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d AT 16" O.C. ALONG EACH EDGE COMPOSITE LUMBER SHALL BE8X8 timber truss J 15. CONTINUOUS HEADER, TWO PIECES 16d AT 16" D.C. ALONG EACH EDGE TRUSS JOISTS, MICROLAMS OR PARALLAMS AS , =4- 4X4X1/4" steel post, 8'-10" (3)-2X12 (2)-2X10 M.L. 16. CEILING JCSTS TO PLATE, TOENAIL 3-8d PRODUCED BY TRUSS JOIST MACMILLAN, OR '_1 all welded connection _ GENERAL NOTES: AN APPROVED EQUIVALENT. 11'-2" 3 2X10 M.L. (2)-2X12 M.L. LAMINATED VENEER LUMBER 17. CONTINUOUS HEADER TO STUD, TOENAL 4-8d I I ( ) ( ) _ (typ. for all steel post) UA 18. CE;LING JOISTS, LAPS OVER PAR-ITiCNS, FACE NAIL 3-10d 1.AL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES 7. ALL METAL FRAMING CONNECTIONS SHALL BE connection detail on A351.00 13'-8" (3)-2X12 M.L. (2)-2X14 M.L. LAMINATED VENEER LUMBER 2.ALL DIMENSIONS TO BE CHECKED 9. CEILING JOISTS TO PARALLEL RAFTERS , FACE NAIL 3-10d FULLY NAILED AS PER MANUFACTURER'$ r7 r�i 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS 20. RAFTER To PLATE, TOENAIL 2-1sd RECOMMENDATIONS. " m. _.._ IS.4XSX 1/4...... ....... ........ .. TO THE ARCHITECT 21. 1" BRACE To EACH STUD AND ?LATE, FACE NAIL 2-8d 8. CONTRACTOR TO SUBMIT FOR REVIEW EXACT ..-- ........ --- ...._ - ..-- .. �.-- - 22. 1"x6" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8a CONNECTION MANUFACTURER'S DATA SHEETS > 23. 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d FOR EACH TYPE OF CONNECTION SPECIFIED. ( 1. SPANS INDICATED ARE MAXIMUM CLEAR OPENING SPANS ALLOWED. -- - --- 8X8 timber truss 24. WIDER THAN 1"x8" SHEATH'NC TO EACH BEARING, FACE NAIL 3-8d > ........................................................................................ .......... ..... ....................... ...................... 9. FOR EAVE, OVERHANG AND OTHER EXTERNAL J --- -- -- -- -- -- -- 2. "H-*" INDICATES HEADER AS REQUIRED AT BEARING WALL - SEE PLAN AND \ ( € ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND OPENING SIZE REQUIRED. 25. BUILT-UP CORNER STUDS 10d AT 24' O.C. """ I ROOF FEATURES SEE ARCHITECTURAL 26. BUILT- UP GIRDERS & BEANS, 2" LUMBER LAYERS 10d AT 30" O.C. AT TOP, BOTTOM & STAGGERED. DRAWINGS, � I TWO NAILS AT ENDS & AT EACH SPLICE I 3. PROVIDE CONTINUOUS PLYWOOD FILLER AS REQUIRED TO MATCH HEADER WIDTH 27. 2" PLANKS, AT EACH eEARINc z-1sd 10. CONTRACTOR TO SUBMIT SHOP DRAWINGS -- I J p E TO BEARING WALL WIDTH. (1 SEPIA, 2 PRINTS) INCLUDING COMPLETE > ( 4. PROVIDE MINIMUM DOUBLE JACK STUD AT ALL 8"-0" AND GREATER SPANS. 28. ROOF RAFTERS TO R'DGE, VALLEY OR HIP RAFTERS: TOE NAIL 4-16d g DETAILS FOR FABRICATION AND ASSEMBLY FACE NAIL 3-16d OF STRUCTURAL STEEL, INDICATE WELDS BY E I I 00 4 29. RAFTERS TIES TO RAFTERS, FACE NAI_ 3-8d STANDARD SYMBOLS. SHOW SIZE, LENGTH I I , FACE NAIL 3-10d AND TYPE OF WELDS, CONNECTIONS SHALL I I € 000 BE DESIGNED FOR A36 STEEL, E70XX ELECTRODES. 310. RIM LLBOARD 0 AR TIE TO JOIST,RFACE NAIL 3-10d x d E € - cn NOTE: CONNECTIONS SHOWN ARE MINIMUM REQUIR17MENTS LION ON PLAN, IF CONFLICT EXISTS BETWEEN TABLE SHOWN, - r7 ARCHITECTURAL DRAWINGS, ENGINEERED LUMBER MANUFACTURE SPECIFICATIONS OR LOCAL BUILDING CODE USE MOST STRINGENT. 0 1 i € Wood decking ceiling ALL NAILS USED IN LOCATIONS EXPOSED TO WEATHER TO BE CORROSION RESISTANT. EX. Cathedral ceiling -- -- X. o u i_-.. /A\ �. ...�,_�....... -.... Sot ..... ..�...................�..�. ^ 6X timber beam 1 IIIII A of Wood decking ceiling 8X8 timber truss p I 4X4X1 4" steel post, e o -...-.... -..-....................-.-...................-...-..................-... / P "EDI IIILt� �� � ell -�1' i y „ � H y .. ........... .... all welded connection 4X X1 4 _._.................... _ ........... I I (tyP. for all steel post) - ...._- 4XS:.hQri.:till ber... _. . .. .... ....... _ (3)1-3/4"01-7/8" LVL i connection detail on A351.00 (3)1-3/4"x11-7/8" LVL / I Moo (3)1-3/4'x9-1 4' LVL `o X 12 timber beam .. ...................... , Im er > € I I I w w w 3 ( I (3)1 3/4 x11 7/8 LVL Q _ `- ®_..._..fin._..._.._ - ` ... .... ....... rn I, rn _ i - I I o a l € - E E .E .E; o X I �' w.....,... ._ . 8X8 timber...truss.... ..................... ............. Cathedral ceiling € -- > o, IIi X 2X10 CT 16 o.c. X` �. w w _. ..-...... -..-.._....d._..... \ I ;... Cathedral ceiling New Cathedral ceiling r I I d 1 I I 0 ul Wood deckin ceilingQ) � o _ �' 3 � o CL) o 0 0 o € - oz rn 4X8. hurlI .tl. iber....... ............ ... ...... ...... ........ I! I timber rl -- -- -- -- -- -- w. __ _. .. _ _. 9 w..ai. ae. I.;... _ eL�A I r\) o o Clodded Canoe cut Interna tim 'd _. I -- m ...... ... ........ ..... ..... o . E a 3)1-3/4" 11-7/8" LVL 1 Cn - (3)1-3/4"x 11-7/8" LVL CL x V C; O New flat cell nDo I o „ g 2X 10 © 16 p.c. X I I 'i I I DATE: REVISION I o 0 0 0 " I flat ceiling - o QI A �- �, . ............................�..., < ......... ... ..... �..... ...........................................�.. A ............ ........ Gladded...Conoe 'cut..:internal timber rid e._..... ............................................................................................................... 9. 1;....................................... .o [: 1 a o > o...............................a... o : X _ - - - - - - CV : O OE I 3 I = w x o 0 o J I V € ' 0 CID . I u Ex. Cathedral ceiling (3)1-3/4"x11'-7/8" LVL 4X8 hori. timber / r...,..... .................................. OE T PROJECT - = EXISTING FRAMING TO REMAIN X EC 0 3 J - E € C_ I C i EXISTING FRAMING TC REMAIN 3 w I I _.._...._.._..._..._.._._..._..._..._.._..._.. CD � I q X... .... ..., X.. I '._ ...,..C..ladded .Canoe hut....'�ternol:::;tii , �r..iid.ge 7 :: I I 1 X. TANZI RESIDENCE O O X New flat ceilin I ...........................�.............. .. _. ........................;.. g Lx ADDITIONS & ALTERATIONS I ca co : l coal ° 2X10 16"o.c. X L : Cathedral ceiling X 1 1 1 I` I' I ...... EXISTING FRAMING TO REMAIN w € ........... ..... . ... ... . . .. .. ..... . Wood decking ceiling x X: 3 1-3 4x14 LVL UPSET Cathedral iling v 12600 NEW SUFFOLK AVE, ff " ....... ce X8 h r'. timb ) / NY 11935 (Ex. ceiling to remain) Ex header ( I CUTCHOGUEf i':' e€ V F) -- -- -- -- -- -- -- -- I Cn (3)1-3/4"X117/8". LVL... m.,., w .. ..,........ DRAWING TITLE , 77 :. I PROPOSED FIRST FLOOR EXISTING FRAMING To REMAIN , REFLECTED CEILING FRAMING PLAN $X12. timber b --- -� ; (3) 9-1/4" LVL (3)1-3/4"x11-7/8" LVL EXISTING FRAMING TO REMAIN SEAL , , (3)1-3/4"x11-7/8" LVL / (3)1 3/4 x 11-7/8 LVL c� 10 EXISTING FRAMING TO REMAIN FRAMING CONNECTOR SCHEDULE SIMPSON STRONG-TIE INTERIOR DOORS & OPENING HEADER SIZE SCHEDULE MEMBER (JOIST) TYPE HANGER TYPE HANGER 3 _ 2X12 TOP FLANGE J3212 FACE MOUNT 0 0 ° " CLEAR OPENING WIDTH HEADER SIZE REMARKS (2) 2X12 TOP FLANGE HUS212-2TF FACE MOUNT i LUS210-2 TOP FLANGE JB210 FACE MOUNT EXISTING FRAMING TO REMAIN DATE 2X10 LUS28 - 2'-0" (2)-2X6 TOP FLANGE WNP210-2 FACE MOUNT (2) 2X10 LUS210-2 3'-0" (3)-2X6 (3) 2X10 TOP FLANGE HU210-3TF FACE MOUNT LUS210-3 -24-23 �... 2X8 TOP FLANGE LB 28 FACE MOUNT LUS26 i 4'-0" (3)-2X8 SCALE 2X6 TOP FLANGE LB26 FACE MOUNT LUS26 5-'0" (3)-2X10 (2) 2X6 TOP FLANGE HU26-27 FACE MOUNT LUS28-2 ��4�� _ � -��� EXISTING FRAMING TO REMAIN 9 ? TJI 230 TOP FLANGE ITS2.37/9.5 FACE MOUNT IUS2.37/ .5 6'-0" (3)-2X12 i 11 8" TJI 230 TOP FLANGE ITT35511.88 FACE MOUNT IUS2.37/11.88 DRAWING NO. 7'-0" (2) 1 3 /4"X 11 1/4" LVL LAMINATED VENEER LUMBER 11 1" TJI 560 TOP FLANGE ITS3.56/11.88 FACE MOUNT IUS3.56/11.88 8'-0" (3) 1 3 /4"X 11 1/4' LVL LAMINATED VENEER LUMBER 1 3q" X 9 2" LVL TOP FLANGE 1735511.88 FACE MOUNT IUS2.37/1..1.88 ............................... ,.... ...... ... 1 1" X 11 9" LVL TOP FLANGE ITT35511.88 FACE MOUNT IUS2.37/11.88 NOTES: ; MEMBER (HEADER) HANGER NOTES 1. SPANS INDICATED ARE MAXIMUM CLEAR OPENING SPANS ALLOWED FOR HEADER. (2) 1 �a" X 11 P LVL WP1411.88 B Olt 2. PROVIDE CONTINUOUS PLYWOOD FILLER AS REQUIRED TO MA-CH HEADER WIDTH -'"'-"'-"""'- ""' TO BEARING WALL WIDTH. (3) 1 X 11 k LVL HWU5.5 / 11.88 _ _.._.._._.x. (2) 1 1" X 9 1" LVL WP149.5 3. PROVIDE MINIMUM DOUBLE JACK STUD AT ALL 3'-0" AND GREATER SPANS. (3) 1 a" X 9 2 LVL WP 5.50 / 9.5 PAGE NO. . ........................................................................ ................ ......................................................... ................. "ZO OTI�GUZI\\TZA WOOD POST LEGEND A R C H H T E C T A POST ABOVE 13 B POST BELOW 460 OLD POST ROAD 2A BEDFORD,N.Y. 10506 Ex. rafters to remain Ex. rafters to remain oAB POST ABOVE&BELOW TEL:914.234.6289 FAX:914.234.0619 0 3-2x POST www.teosiguenza.com ..................................... ......... ....... ................ .............. . ......... ... PARALLAM POST .......... .......... STEEL COL. ............ (3 (3)1-3/4'X9-1/4" LVL tti C; CL GENERAL NOTES: 1.DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES CL 2.ALL DIMENSIONS TO BE CHECKED 3.CONTRACTOR IS OBLIGED TO REPORT ALL ERRORS AND OMISSIONS 00 TO THE ARCHITECT r ............................... (3)1-3/4"X9-1/4" LVL Pitch w/ tapered insulation o E v) 6 -E > CO >< rJ ao X 0 ......... ............................... Ex. rafters to remain Ex. rafters to remain .................... .... ......... . . ........ ......... ......... ..................... ....... O N C; ..... ... .. __j 01 1.0 00 Cn Go X = 00� (t� 00 LLJ (3 0 0:� 0.) cr_ CD Of 2X10 RR 16" o.c. 2X10 @ 16" o.c. 00 X cc X 0 >< Of [if E CN Cl) M >< -7/8" LVL 2)11-7/8" LVL >< Balcony below (2) 1-3/4"X14" LVL w/ 1/2"x14" soel plate(2)11 > .............. 0 .......... .......... .................. ................... 0 0-_ Elf 0-- c3 17: overbuilt co I ( CN Lo x overbuilt vl >< CN CN C-4 I� vl LLJ LVL ( - € I I 1 (2)1-3/4"X16" (3)1-3/4"X14" LVL (3)1-3/4"X14" LVL Ex. rafters to remoir Ex, rafters to remain 0 Ex. rafters to remIn \Ex. rafters to remain C=- 0 0 >< 0 CN overbuilt overbuilt 00 7 overbuilt (2) 1-3/4"X14" LVL w/ 1/2"x14"'steel plate oc X overbuilt 0�1 Of DATE: REVISION LLJ LLJ X C4 IC; Ex. rafters to remain Ex. rafters to remain E 0- 'IV co 00 all To .. ... ........................ .......... .... ....... .................. 0 Ex. bearing wall earn belo Ud CN Of (2) 11-7/8" LVL CN C14 .......... PROJECT 0 :Z; .......... LLJ Overbuilt ov ex. roof Overbuilt a er ex. roof TANZI RESIDENCE :framing wl 2 10 @ 16" ming w/ 2X @ 16" o.c. ................. ..... .... ............. ADDITIONS & ALTERATIONS 12600 NEW SUFFOLK AVE, ............... .............. .............................. ................................ .. .......... .......................... ............... ..................... . ...... .................................. ........... ...... ............ (2) 1 CUTCHOGUE, NY 11935 1-7/8 LV DRAWING TITLE 01 Ex. rafters to remain Ex, rafters to remain PLAN NOTES: LLJ PROPOSED ROOF FRAMING PLAN NAILING SCHEDULE 0!� 0 Overbuilt over ex. roof Overbuilt over ex. roof 1. ALL FRAMING LUMBER SHALL BE DRY(19% CoNnICTION NAMING C, framing wl 2X10 @ 16" D.C. framing wl 2X10 @ 16" o.c, MAXIMUM MOISTURE CONTENT) DOUGLAS FIR X 1. JOIST TO SILL OR GIRDER, TOENAIL 3-8d NO.2 GRADE WITH A BASE VALUE FB OF 825 CN i SEAL 2. 1"x6" SUB-FLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d PSI. .................... -FLOOR TO JOIST GIRDER, BLIND AND FACE NAIL 2-16d 3. 2" SUB 2.ALL OPENINGS SHALL BE FRAMED WITH 4. SOLE PLATE TO JOIST BLOCKING, TYP. FACE NAIL 16d AT 16" O.C. DOUBLE MEMBERS UNLESS SHOWN 5. TOP PLATE TO STUD, END NAIL 3-8d OR 2-16d OTHERWISE. 6. STUD TO SOLE PLATE, TOE NAIL 4-8d, TOENAIL OR 2-16d, END NAIL 7. DOUBLE STUDS, FACE NAIL 10d AT 24" O.C. 3. DO NOT SCALE DRAWINGS. 8. DOUBL TOP PLATES, TYP. FACE NAIL 10d AT 24" O.C. C-1 9. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16d AT 16" O.C. 4. ALL POSTS AND JAMBS TO BE FULLY SPIKED. 10. DOUBLE TOP PLATES, MIM. 25- OFFFSET OF END JOINTS, LAP SPLICE 8_16d FRAVING CONNECTOR SCHEDULE SIMPSON STRONG-TIE 5. PROVIDE 2x:4 BLOCKING UNDER ALL POSTS 3-8d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL AND JAMBS OF WINDOW AND DOOR OPENINGS MEMBER (JOIST) TYPE HANGER TYPE HANGER .......... 12. RIM JOIST TO TOP PLATE, TOENAIL 8d AT 6" O.C. EXCEEDING 6-10" IN WIDTH. 2X12 TOP FLANGE JB212 FACE MOUNT LUS210 13. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d 6. ALL LAMINATED VENEER LUMBER AND 14. BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d AT 16" O.C. ALONG EACH EDGE (2) 2X12 TOP FLANGE HUS212-21TF FACE MOUNT LUS210-2 Ex. rafters to remain Ex. rafters to remain COMPOSITE LUMBER SHALL BE 15. CONTINUOUS HEADER, TWO PIECES 16d AT 16" O.C. ALONG EACH EDGE TOP FLANGE TRUSS JOISTS, MICROLAMS OR PARALLAMS AS DATE 2X10 JB210 FACE MOUNT LUS28 16. CEILING JOISTS TO PLATE, TOENAIL 3-8d PRODUCED BY TRUSS JOIST MACMILLAN,OR TOP FLANGE WNP210-2 FACE MOUNT LUS210-2 17. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 1-24-23 (2) 2X1O AN APPROVED EQUIVALENT. 18. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-10d TOP FLANGE HU21 0-31F FACE MOUNT LUS210-3 (3) 2XIO 19. CEILING JOISTS TO PARALLEL RAFTERS , FACE NAIL 3-1 Od 7.ALL METAL FRAMING CONNECTIONS SHALL BE 2X8 TOP FLANGE L828 FACE MOUNT LUS26 FULLY NAILED AS PER MANUFACTURER'S ......................................... .................. SCALE 20. RAFTER TO PLATE, TOENAIL 2-16d RECOMMENDATIONS. 11 1 -011 2X6 TOP FLANGE LB 26 FACE MOUNT LUS26 1/4 1 21. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d (2) 2X6 TOP FLANGE HU26-2TF FACE MOUNT LUS28-2 22. 1"x6" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d 8. CONTRACTOR TO SUBMIT FOR REVIEW EXACT 23. 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d CONNECTION MANUFACTURER'S DATA SHEETS TOP FLANGE ITS2.37/9 5 FACE MOUNT IUS2.37/9.5 9 2 7 TJI 230 TOP FLANGE ITT3551 1.88 FACE MOUNT IUS2,37/11.88 24. WIDER THAN 1%8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d FOR EACH TYPE OF CONNECTION SPECIFIED. DRAWING NO. 11 8" TJI 230 25. BUILT-UP CORNER STUDS 10d AT 24" D.C. 7,, 9. FOR EAVE, OVERHANG AND OTHER EXTERNAL 11 8 TJI 560 TOP FLANGE ITS3.56/11.88 FACE MOUNT IUS3.56/11.88 26. BUILT- UP GIRDERS & BEAMS, 2" LUMBER LAYERS 10d Al 30" O.C. AT TOP, BOTTOM & STAGGERED. ROOF FEATURES SEE ARCHITECTURAL 1 3" X 9 1" LVL TOP FLANGE ITT35511.88 FACE MOUNT IUS2.37/11,88 TWO NAILS AT ENDS & AT EACH SPLICE O"R% A A01b, dmlk� 4 2 DRAWINGS. 4 27. 2" PLANKS, AT EACH BEARING 2-16d 1 3" X 1 LVL TOP FLANGE ITT35511.88 FACE MOUNT IUS2.37/11.88 28, ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAILFACE NAIL 4-16d 10. CONTRACTOR TO SUBMIT SHOP DRAWINGS 'ffll Uffl k 2 MEMBER (HEADER) HANGER NOTES 3-16d (1 SEPIA, 2 PRINTS) INCLUDING COMPLETE Z5 moo DETAILS FOR FABRICATION AND ASSEMBLY 7 29. RAFTERS TIES TO RAFTERS, FACE NAIL 3-8d (2) 1 '4" X 11 A' LVL WP1411.88 OF STRUCTURAL STEEL, INDICATE WELDS BY (3) 1 '4" X 11 87 LVL HWU5.5 / 11.88 30. COLLAR TIE TO RAFTER, FACE NAIL 3-1 Od STANDARD SYMBOLS. SHOW SIZE, LENGTH 31, ill 31. RIM BOARD TO JOIST, FACE NAIL 3-1 Od AND TYPE OF WELDS, CONNECTIONS SHALL PACE NO. (2) 1 4 X 9 2 LVL WP149.5 NOTE: CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS ILION ON PLAN. IF CONFLICT EXISTS BETWEEN TABLE SHOWN, BE DESIGNED FOR A36 STEEL, E70XX ELECTRODES. (3) 1 X 9 2"' LVL WP 5.50 9.5 ARCHITECTURAL DRAWINGS, ENGINEERED LUMBER MANUFACTURE SPECIFICATIONS DR LOCAL BUILDING CODE USE MOST STRINGENT. ALL NAILS USED IN LOCATIONS EXPOSED TO WEATHER TO BE CORROSION RESISTANT, 0 overlu�,It V L A- 0 1/6 o.c, Ov overbuilt uii I Ex. r( c2 ov ex. roof Overbuilt er 10 @ 1/6 D.C.o.c.' g W 0 X 2 f r a rn�iv\n2