Loading...
HomeMy WebLinkAbout49878-Z ` d� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ti, v ' SOUTHOLD, NY �01 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 #: 49878 Date: 10/12/2023 Permission is hereby granted to: Tsoum elis, David 1525 Leeward Dr Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1525 Leeward Dr SCTM # 473889 Sec/Block/Lot# 79.-7-19 Pursuant to application dated 1 9/19/2023 and approved by the Building Inspector. To expire on 4/12/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $490.40 CERTIFICATE OF OCCUPANCY $50.00 Tidal. $540.40 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 '®rTelephone (631) 765-1802 Fax (631) 765-9502 hftps://www.soutlioldtomMUgo r^1','d:CNSrM'I' Date Received APPLICATION FOR BUiILDINIG PERMIT Fo Office Use Only PERMIT NO. Building Inspector: ISEP 15 202 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an sulm,ng Department Owner's Authorization form(Page 2)shall be completed. Mown of Southold Date; OWNER(S)OF PROPERTY: Name:Jared Fox SCTM# 1000-79 7 - 19 Project Address: 1525 Leeward Drive, Southold, NY 11971 Phone#:631-335-0972 Email:jared.c.fox@gmail.com Mailing Address: 1525 Leeward Drive, Southold, NY 11971 CONTACT PERSON: Name:Jared Fox Mailing Address: 1525 Leeward Drive, Southold, NY 11971 Phone#:631-335-0972 Email:jared.c.fox@gmaii.com DESIGN PROFESSIONAL INFORMATION: Name:Edward Koenig - Architect Mailing Address:5300 S. Atlantic Ave., Suite 8604, New Smyrna Beach, FL 32169 Phone#:631-948-7030 Email:edkoenig49@gmail.com CONTRACTOR INFORMATION: Name:Seaview Contracting Mailing Address: 108 Peninsula Drive, Port Jefferson, NY 11777 Phone#:631-680-8129 Email:ste e@seaviewcontractingllc.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes R'No Will excess fill be removed from premises? ❑Yes kNo 1 PROPERTY INFORMATION Existing use of property:single family residential Intended use of property:Single family residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ® Check Box 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 all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Jared Fox ❑Authorized Agent WOWner Signature of Applicant: Date: " STATE OF NEW YORK) SS: COUNTY OF ) Jared Fox being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owner (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of C/h a 20, JOHN COLLINS NOTARY PUBLIC,STATE OF NEW YOR. PROPERTY I °111III4f I I Registration No.01C06437686 (Where the applicant is not the owner) Qualified in New York ou ty My Commission Expires: o1 I, residing at o hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ' f Suffolk County Dept, of Labor, Licensing & Consumer Affairs HOME IMPROVEMENT LICENSE Name STEPHEN MARSALA Business Name Thic rartifoc that tea beer is duly licensed SEAVIEW CONTRACTING LLC by the County o4 suffo€.c License Number: Hl-63288 Rosalie drago Issued: 01/23/2020 Commissioner Expires: 01/01/2024 NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 843828918 SEAVIEW CONTRACTING LLC 108 PENINSULA DR %., PORT JEFFERSON NY 11777 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER FOX SEAVIEW CONTRACTING LLC TOWN OF SOUTHOLD BUILDING DEPT 108 PENINSULA DR TOWN HALL ANNEX PORT JEFFERSON NY 11777 54375 MAIN ROAD PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12544686-5 629542 04/13/2023 TO 04/13/2024 9/6/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2544 686-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SUR NCE FUND 4 �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:495138067 U-26.3 . YORK Workers' ers' CERTIFICATE OF INSURANCE COVERAGE ,�xE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SEAVIEW CONTRACTING LLC 631-680-8129 108 PENINSULA DRIVE PORT JEFFERSON, NY 11777 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 843828918 ........................... .......... ................................................ 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Building Department 3b.. Policy Number of Entity Listed in Box"1 a" Town Hall Annex 54375 Main Road PO Box 1179 DBL677602 Southold, NY 11971 3c..Policy effective period 10/25/2022 to 10/24/2024 4. Policy provides the following benefits: A. Both disability and paid family leave benefits. B.Disability benefits only. L_.I C.Paid family leave benefits only. 15. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law,. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 9/6/2023 By (�,,tjja 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 413,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB.120.1 (12-21) I I 111111111111111111111111111 DB-120.1 (12-21) Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21)Reverse MINE DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 09/05/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME....... ____.,, _ -.�,.._. ._. New Republic Insurance Services,Inc. PHONE 818-564-4068 Marc No 818-564-4068 6700 Fallbrook Ave.#250 E-MAI)ILs: W ArfraREss: adminc�rpcbrukerage.p�rrn West HIIIS, CA 91307 ... .. ...........�.N.S. .R.E.R.�SAPFORDING COVERAGE. NAIC# n 03 -- --- — _.......... ...... ._.....�.......... .. n_. .INSURERA Third Coast Insurance Company 107,_, INSURED INSURER B: ...--..._.......----....._....................... .,,m,,,..-...... m__......__....__�....._..u..............w.................................,...m,.. Seaview Contracting LLC INSURER C: 108 Peninsula Dr. ......m ....—.-------.�._ Port Jefferson,NY 11777 INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. -. -. ............ LTR TYPE OF INSURANCE POLICYN POLICY EFP POLICY EXP UMBER MID lYYYY) (MMIDDIYYYYI LIMITS A '.COMMERCIAL GENERAL LIABILITY Y Y GLSISTC003131922 11/26/2022 11/26/2023 ..b 000 �iANAr;�t"bEACH OCCURRENCE�— $�.1.,.000,------- -�----. CLAIMS-MADE FETOCCUR t, noe) $50000 P,-�M,ISES,Ea accurre,m, .......,, ,,.m_.. MED EXP An one erson $5,000 i y p R $1,000,000 PERSONAL&ADV INJURY,m_ ..... _$1-000-000—.-- GEN'L AGGREGATE LIMIT APPLIES S PER: GENERAL AGGREGATE $2,000,000 POLICYFE jECT � LOC PRODUCTS-COMP/OP AGG $1,000,000 OTHER; $ AUTOMOBILE LIABILITY COMBINED 15IN LE UM4T $ ANY AUTO BODILY INJURY(Per person) $ ....... , OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS ..--..__--- HIRED NON-OWNED P'ROPERTYOAMAGE $ AUTOS ONLY AUTOS ONLY .... �. UMBRELLA LIAB OCCUR ,EACH pCCURRENCE $ �w ...�........... EXCESS LIAB CLAIMS-MADE, DED RETENTION$ $ WORKERS COMPENSATION O_1H- AND (�`� AND EMPLOYERS'LIABILITY YIN ..,.,-. '„._�STATL,TF_,LTJ ER_.. „�,...,,,...m .,,... N/A CCIDENT S OF ICER M MBEREXCLUDED?XECUTIVE ❑ E L EACH 3._ .. ��� ...�_ --_......... (Mandatory ) ...E,L....DISE.....SE--EA EMPLOYEE $ ..... DISEASE E Mandato m NH E„ �.........�...,._........_...____.... If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) To verify above stated policy is current,please call 818-564-4068 or email admin@rpcbrokerage.com Town of Southhold Building Department is additionally insured as per policy blanket endorsement. CERTIFICATE HOLDER CANCELLATION Town of Southhold Building Department Town Hall Annex 54375 Main Rd SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO Box 1179 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southhold,NY 11971-0959 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Generated by REScheck-Web Software WIN C+ miace Certificate Project FOX GARAGE CONVERSION Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 218 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1525 LEEWARD DRIVE JARED FOX EDWARD KOENIG R.A. SOUTHOLD, NY 11971 1525 LEEWARD DRIVE EDWARD KOENIG-ARCHITECT SOUTHOLD, NY 11971 PO BOX 1051 631-335-0972 150 VETERANS MEMORIAL HWY JARED.C.FOX@GMAIL.COM COMMACK, NY 11725 631-948-7030 (cell &text) Email: EDKOENIG49@gmail.com Compliance: Passes using UAAradle-off Compliance: 2.9%Better Than Code Maximum UA: 105 Your UA: 102 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. EnvelQge A S m Iles Prop.Gross Area Cavity Cant. Req. Prop. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 94 92.2 30.0 0.013 0.026 1 2 Ceiling 1: Cathedral Ceiling 334 343.0 30.0 0.003 0.026 1 9 GARAGE CONVERSION WALLS (3): Wood Frame, 16" 0.C. 149 15.0 0.0 0.077 0.060 5 4 Orientation: Back Door 5: Glass SHGC: 0.23 79 0,320 0.320 25 25 Orientation: Back NEW INTERIOR WALL BETWEEN GARAGE AND MUDROOM.:Wood Frame, 16" D.C. 118 21.0 0.0 0.057 0.060 6 6 Orientation: Front Door 1: Solid 18 0.300 0.320 5 6 Orientation: Front GARAGE CONVERSION WALLS: Wood Frame, 16" o.c. 51 15.0 0.0 0.077 0.060 4 3 Orientation: Right side GARAGE CONVERSION WALLS (2): Wood Frame, 16" D.C. 366 15,0 0.0 0.077 0.060 26 20 Orientation: Left side ................................ Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 1 of 10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 13:Wood Frame:Double Pane with Law-E SHGC: 0.28 16 0.300 0.320 5 5 r Orientation: Left side Window 14:Wood Frame:Double Pane with Low-E SHGC: 0.28 16 0.300 0.320 5 5 Orientation: Left side Floor 1:All-Wood Joist/Truss:Over Unconditioned 435 21.0 0.0 0.044 0.047 19 20 Space Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-TideSign a Date LA,i , 4" i NN 'ell Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 94.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. onw arp �o� "1 l�tdr lww rlal Ndfl �awail � � �� � In 103.1, °Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the � 'p ` � �,° �l � ', �� ,Location on plans/spec: :building envelope.Thermal �i ❑Not Observable SEE SPECIFICATIONS ON ;envelope represented on 1EINot Applicable SHEET A-2. construction documents. �� ' 103.1, 'Construction drawings and > ❑Cornplies Requirement will be met. 103.2, documentation demonstrate j' ` ' � � � �' �' t A S❑Does Not 403.7 energy code compliance for �1 Location on plans/spec: gy p " r / 11' ❑Not Observable [PR3] lighting and mechanical systems U�� ,� ,� •.SEE SPECIFICATIONS ON `Systems serving multiple �� 1 '� r' � � �, t ❑Not.Applicable ;SHEET A-2. dwelling units must demonstrate ,compliance with the IECC 'Commercial Provisions. Heating and coolinequipment is u Heating: ea tmO g Heating. �fr ❑corn lies Requirement will be met. 4Ou,, , sized per ACCA Manual S based Btu/hr� Btu/hr ❑Does Not Pk4ion loads calculated per ACCA : Cooling: Cooling: ❑Not Observable ;Location on plans/spec: !�Manual J or other methods ; Btu/hr Btu/hr SEE SPECIFICATIONS ON approved by the code official. ❑Not Applicable ;SHEET A-2. Additional Comments/Assumptions: g �p .._ ........._.... [ p Low Impact (Tier 3) 1 Hi h Im act(Tier 1) ; Medium Im acl (Tier 2) 'i -]Low Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 3 of 10 fl40 �y M* 4!t1 �• dl Ila a ,,,,.. .. ,_ .,�.». ......o ...... ECom ve ff protect ti exposed exterior insulation ❑po N and rextends a minimumof6 in. below p'les Exception: Requirement is not applicable. 6 of ;grade. ❑Not Observable; ;❑Not Applicable (Snow-and ice-melting system controls ❑Complies Exception: ������������� -ble __.._. ception: Requirement is not applicable. installed. ❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) M_ m . Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 4 of 10 er8 :d IPefN off[ M' IIIII�N �MIM� I &' I1I V k Irh ' krM 'iMN Plans�1 �ty 402.1.1, i Door U-factor. i U- U- i❑Com lies ;See the Envelope Assemblies 402.3.4 ❑Does Not ,table for values. [FR111 R i ❑Not Observable ❑Not Applicable �_ _ ..............._ _...... F................ U- U _..... 402.1.1, ;Glazing U-factor(area-weighted ❑Com p ilies See the Envelope Assemblies 402.3.1, ;average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 t:]Not Applicable 303.1.3 U factors of fenestrationroducts " ❑Complies Requirement equirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or Location on plans/spec: ❑Not ,taken from the default table. i ObservableSEE SPECIFICATIONS ON �, �, ��❑Not Applicable SHEET A-2. 402.4.1.1 ;Air barrier and thermal barrier ,�`� tl ❑Complies °Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ;Location on plans/spec: ❑Not Observable ;SEE SPECIFICATIONS ON ❑Not Applicable (SHEET A-2. �i _ ....I___ ........ ...._.. 402.4.3 !Fenestration that is site built ' � �1 � ❑Complies BRequirement will be met. [FR20]1 is listed and labeled as meeting l "� i " �u ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC �, 400 that do not exceed code ❑Not Applicable _ ;limits. l .._„ ! � �IC rated recessed lighting fixtures :Requirement o❑Complies ;Require ment will be met. ,f 4 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm / ;Location on plans/spec: ;leakage at 75 Pa. ' J ' , ❑Not Observable !SEE SPECIFICATIONS ON �' ,:1 ❑Not ApplicableSHEET A-2. ro e 403.3.1 Supply and return ducts in attics ?f p❑Complies :Requirement will be met. [FR12]1 :insulated >= R-8 where duct is IY " ( �� ❑Does Not >= 3 inches in diameter and >_ ��' �r °r '�� ����� Location on plans/spec: !R-6 where< 3 inches.Supply and b ❑Not Observable SEE SPECIFICATIONS ON return ducts in other portions of 1 ❑Not Applicable SHEET A-2. ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ` ifor< 3 inches in diameter. 403.3.2 (Ducts, air handlers and filters ❑Complies Requirement will be met. [FR13]1 !boxes are sealed with �w' l ❑Does Not location compliant with t+ �� ocation on plans/spec: l�- !International Mechanical Code or , I,r ❑Not Observable� ;SEE SPECIFICATIONS ON International Residential Code, as � ❑Not Applicable ;SHEET A-2. ;applicable. 403.3.5 Building cavitiea eot used as lrt❑Complies Requirement will be met. [FRS ducts orplenums. j ❑Does Not Location on plans/spec: t ��, ❑Not Observable ;SEE SPECIFICATIONS ON ❑Not Applicable- SHEET A-2. HVAC piping conveying fluids R- R- ❑Complies 'Requirement will be met. 1` 121above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- a ;❑Not Observable =Location on plans/spec: 3, „SEE SPECIFICATIONS ON ❑Nat Applicable SHEET A-2. 403. ' / 4]1 ':Protection negction of insulation on HVAC � ��� �;� °�`(jrd��i�i Does Not � � 403.4.1 � of„� � rr � t�� �� /)lli ,� ?�� � ❑C€�mplies ,Requirement will be met. �� ❑ ;Location on lana/spec: a J,� r �, ,❑Not Observable ,SFE SPFCIFICATIONS ON , ❑Not Applicable !SHEET A-2. 1 Ha h Impact(Tier 1) p g p Medium Impact(Tier 2) Low Impact;(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 5 of10 l l O r1 ` d 1� e d aim urw�ra Ip l� �; ; � w�� � , `�Nlur fig )Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. 1 c>R-3. ❑Does Not % ❑Not Observable 3 Location on plans/spec: SEE SPECIFICATIONS ON NOt Applicable SHEET A-2. aAutomatic or gravity dampers are !❑Complies Requirement will be met. installed on all outdoor air ❑Does Not �f tintakes and exhausts. ���- �� r� Location on plans/spec: � j� ❑Not Observable 'SEE SPECIFICATIONS ON r^`❑Not Applicable SHEET A-2. Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier Impact(Tier 3) .W............. Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 6 of 10 1 gil l pew wo " a rl ciompli Z1POrwuw �a�p . d Meld Incl All installed insulation is labeled �� �, j �r ❑Complies or the installed R-values l iil �� 1" ❑Does Not provided. �..... '� ❑Not Applicable le ;'� Ili i 1 r I Plicable 402 l.l„ ,Floor insulation R-value. 9 R- � � R � � ❑Compp' w ' ' es ,See the Envelope Assemblies 402.2„6 o❑ Wood F-1 Wood ❑Does Not ;table for values. [IN1]1 ;❑ Steel ❑ Steel ❑Not Observable w ❑Not Applicable u i 303.2, :Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and , ❑Does Not [IN2]1 ;in substantial contact with the 1 ;Location on plans/spec: ;underside of the subfloor, or floor ❑Not.Observable SEE SPECIFICATIONS ON framing cavity insulation is in ` ❑Not Applicable :SHEET A-2. r contact with the top side of sheathing, or continuous ,insulation is installed on the ' underside of floor framing and aextends from the bottom to the �r ,top of all perimeter floor framing `members. � � �.�,a� ��� � � , ' _.._. 402.1.1, ;Wall insulation R-value. If this is a R- R- ':.❑Complies See the Envelope Assemblies 402.2.5, ,mass wall with at least 1/2 of the [—] Wood ❑ Wood i[]Does Not table for values. 402.2.6 ;wall insulation on the wall a❑ Mass ,❑ Mass ❑Not Observable ” [IN3]1 ;exterior,the exterior insulation :requirement applies(FR10). ![:] Steel �E] Steel ❑Not Applicable , K e 303 2 oWall insulation is installed per " i��f �l� ,,` �� � �� ❑ amplies Requirement will be met. [IN4]1 manufacturer's instructions. rTf 1 j❑Does Not 'Location on lana/s ec:%❑Not.Observable ;SEE SPECIFICATIONS ON f,%INot Applicable ;SHEET A-2. 0 Additional Comments/Assumptions: 1 !:igh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact.(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 7 of 10 02.1.1, ,Ceiling insulation R-value. R- ❑Complies uSee the Envelope Assemblies 402.2.1, ❑ Wood h❑ Wood '❑Does Not table for values. 402.2.2, ❑ Steel e❑ Steel ❑Not Observable 402.2.6 ❑ [FI1]1 Not Applicable f f .... ........................................ M[E ....303.1.1.1, Ceiling insulation installed per 6� Complies ;Requirement will be met. 303.2 manufacturer's instructions. Does Not[FI2]1 jBlown insulation marked every �� Not Observable (Location on plans/spec: ;300 ftp. SEE SPECIFICATIONS ON Not Applicable SHEET A-2. p Complies jRequirement will be met. yVented attics with air ermeableinsulation include baffle adjacentDoes Not to soffit and eave vents that Location on plans/spec: Rextends over insulation. tNot Observable ;SEE SPECIFICATIONS ON ET A-2. Not A licableRww P SHEET 402.2.4 Attic access hatch and doormITITITITITITmm R- R- ❑Com lies Requirement will be met. [FI3]1 :insulation ?R-value of the q ❑Does Not adjacent assembly. Location on plans/spec: ❑Nat Observable :SEE SPECIFICATIONS ON ❑Nat Applicable ;SHEET A-2. 402.41.2 Blower door testACH 50 = ACH 50 = ;❑Com @ 50 Pa. <=5 lies u p :Location on EFOR I spec: [FIM each in Climate Zones 1-2, and ❑Does Not �NO APPLICABLE G<=3 ach in Climate Zones 3-8. ;RENOVATIONS AND ,❑Not Observable ADDITIONS.SEE ❑Not Applicable SPECIFICATIONS ON SHEET _ ,A-2. 403.3 Ducts i t - cfm/100 ..._.....�. cfm/100 r❑Co Requirement _nt _b 403.3.3 `Ducts are pressure tested to mplies Re uirement will be met. 1 determine air leakage with ft ft ❑Does Not neither: Rough-in test:Total ❑Not Observable Location on plans/spec: ,leakage measured with a ❑Not Applicable ;SHEET A-2. SEE (CATIONS ON pressure differential of 0.1 inch w.g. across the system including j the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch �w.g. across the entire system Jncluding the manufacturer's air handier enclosure. _ 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/10 ....�... ------------t g 0 ❑CompNies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <<=3 cfm/100 ft2 without air ❑Not Observable Location on plans/spec: ,handler @ 25 Pa. For rough-in ,SEE SPECIFICATIONS ON ,tests, verification may need to ❑Not Applicable SHEET A-2. occur Bunn aka ge Inspection. r� Ali" �l i° f l� l � ❑Complied Requirement will be met. 403.3 2.1 Air handler leakage designated � �o ' � � � I �❑ t g g g 1 l l� " ��� [FI24] by manufacturer at<=2%of , t r ; �� Does Not design airflow. � , �11� �w ;Location on plans/spec: loserva�� �� ❑Not wAle qSPECIFICATIONS S ON ppliabeSHEET A-2. Programmab et thermostats s Requirement will be met. installed for control of primary �' ` �''❑Does Not heating and cooling systems Location on plans/spec: ❑Not Observable initially set by manufacturer to �, SEE SPECIFICATIONS ON code specifications. „r �� , ❑Not Applicable SHEET A-2. ....._.. 41 Heat pump thermostat installed ���,'' ���� l❑Complies Requirement will be met. j "'on heat pumps. �,� �,� �� t 1 �❑Does Not Loca#ion on plans/spec: `� ' 1 � i ? � ^ ;❑Not Observable ,SEE SPECIFICATIONS ON '`r I +�'` r ' � ❑Not Applicable 1 ;SHEET A-2. 1 Impact (Tier 1) Medium Im a¢;t(Tier 2) 3 Low—1,, j— High ackTier Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 8 of 10 0 VPir IF[ sl' 1 Infietlpo n Circulating service hot water J ❑Cora I'es Requirement will be met. � f systems have automatic or E]Does Not accessible manual controls. " , r 1 Location on plans/spec: i u Ncrot Observable ❑ SEE SPECIFICATIONS ON _�.....����....... ❑NotApplicable SHEET A-2. All mechanical ventilation system ❑Complies ~Requirement will be met. )"7,1, fans not part of tested and listed ❑Does Not �1 pHVAC equipment meet efficacyLocation on plans/spec: and air flow limits per Table ❑Not Observable „SEE SPECIFICATIONS ON ��--hR403.6.1. ❑Not Applicable SHEET A-2. 40 �Hoou water boilers supplying heat1� �� OComplies Not Requirement will be met. )� gh one-or two-pipe heatiDD n g ;systems have outdoor setback ❑Not Observable ;Location on plans/spec: ncontrol to lower boiler water U,- ;SEE SPECIFICATIONS ON temperature based on outdoor � , ❑Not Applicable SHEET A-2. _ 4temperature. E� J have a circulation um The j I � � ❑Does Not -0 Heated water circulation systems ❑Complies :Requirement will be met. pump.• r � �i r„l��' r ;system return pipe is a dedicated r`l �r� e' �y( Not Observable Location on plans/spec: return pipe or a cold water supply s j, / /�� i p ;SEE SPECIFICATIONS ON pipe. Gravity and thermos- M❑Not Applicable SHEET A-2. s hon circulations stems are YP Y not present. Controls for U p p ;circulating hot water system "',pumps start the pumpwith signal F for hot water demand within the occupancy. Controls 1 1. automatically turn off the pump when water is in circulation loop , is at set point temperature and i no demand for hot water exists ❑Co - - ........_.......... Electric heat trace systems mplies Exception: Requirement is comply with IEEE 515.1 or UL ❑Does Not not applicable. X515. Controls automatically y lis,the energy input to the 6,❑Not Observable ❑Not Applicable heat tracing to maintain the t udesired water temperature in the � 0 "D mand recirculation water �� ❑C � ����ui � - � � � J �� � , � omplies ;Requirement will be met. N30jsystems have controls that ❑Does Not manage operation of the pump �, r�F Location on plans/spec: and limit the temperature of the �' �J ❑Not Observable :SEE SPECIFICATIONS ON �� ❑Not Applicable SHEET A-2. ,,water entering the cold water ri piping to<— 104 F . k03' Drain water heat recovery units �" ❑Complies Requirement will be met. IF tested in accordance with CSA 4 ❑Does Not iB55.1. Potable water-side l' ;a l" l ° ��❑Not Observable °Location on plans/spec: pressure loss of drain water heat 1' t , lay �� 10 ` SEE SPECIFICATIONS ON recovery units < 3 psi for ❑Not Applicable °SHEET A-2. individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 90%or more ofperma He � ❑Complies Requirement will be met. [F1611 fixtures have high efficac ❑Does Not ' �❑Not Observable SEE on plans/spec: pSEE SPECIFICATIONS ON ' ❑Not Applicable ESHEET A-2. - _ _. 404J,5Fuel gas lighting systems have OCo�mplies ;Exception: Requirement is IF12113 no continuous pilot light. 6]Does Not not applicable. f,❑Not Observable a r ❑Not Applicable i ii h Im act(Tier 1) Medium 1 g p Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 9 of 10 jk � Compa�ne Od ��la posted.s ❑Complies .._ Requiremen,..,t„willbe met. ! ;� ❑Does Not r si ° ❑Not Observable 4� �r ��❑Not Applicable � � pl�l, � � ; e 3f3 3 Manufacturer manuals for p Re uirement will be met. V11813 mechanical and water heating ❑Does Not j systems have been provided. y ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Hg p em Impact(Tier 2) 3 Low Impac er(Ti3) ,1 Hi h Impact(Tier 1) 2 diu M .. _. Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 10 of 10 i Efficiency �Certificate Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 373.00 Ductwork (unconditioned spaces):. Glass & . . . Window 0.30 0.28 Door 0.32 0.23 CoolingHeating & Heating System: Cooling System: Water Heater• Name: Date: Comments 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 8/30/2023 PO Box 1051 Client: ,. '.. 150 Veterans Memorial Hwy, JARED FOX " '.. Commack,NY 11725 1525 LEEWARD DRIVE '.. 631-946-7030(cell&text) SOUTHOLD,NY 11971 631-335-0972 DESIGN VALUES 130 volt DESIGN WIND SPEED D A 'M ROOF PITCH ��� p 6:12 TOP PLATE TO RIDGE HEIGHT �" ) ,' V N p ��,� 320 p `� 1ST FLOOR WALL HEIGHT .9,00 a ' DESIGN PARAMETERS , . SHEAR WALL LINE LABEL I I. tq' d e A SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 1ffw „w°, 24.00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES J"l W 10 a01 le `� 14.00 SEGMENTED WALL DESIGN CALCULATIONS ��w X TABLE 3,.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES iJPPOSING EXPOSED '2,90 WALL(SWr) TABLE 3,17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0.40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 1..16 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3,17D USING STANDARD 3/8"PLYWOOD WITH 8d 1 0 COMMON NAILS @ 6 O,C.AT EDGE AND 12"O..C,IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O"C" IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X 1,.16 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) '24"00' WINDOW OPENING 10.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 DOOR OPE.N'IN 0.00.. DOOR OPEN'IN 0.00 DOOR OPENIN6 0.00 WINDOW/DOORSUBTOTAL 0,00 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 24,00 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 24.00 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 100,00% HEIGHT SHEATHING. TABLE 3.,17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.00 ADJUSTED PERFORATED SHEARWALL LENGTH,..CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 1.16 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 24.00 IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) /YES RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 1,1211 MIN"PLYWOOD WITH 8d COM MON NAILS @ 6"O.C.AT EDGE AND 12" O.C,IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C..AT EDGE AND 10"0.IN MELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3„17F 34811 SIMPSON STHD14 MIDWA LL HOLD DOWN MODEL#(CAPACITY PROVIDED) ( 5345„CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 6/30/2023 PO Bax 1051 Client: 150 Veterans Memorial Hwy, JARED FOX °i Commack,NY 11725 1525 LEEWARD DRIVE 631-946-7030(cell&text) SOUTHOLD,NY 11971 631-335-0972 DESIGN VALUES '.. DESIGN WIND SPEED no vu14 ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT i3,20 IST FLOOR WALL HEIGHT ::,9.00 DESIGN PARAMETERS '.. SHEAR WALL LINE LABEL B SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 24,00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 1400 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 2..90 WALL(SWr) TABLE 3,17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0,40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 1.16 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/6"PLYWOOD WITH fid 100 COMMON NAILS @ o 0..AT EDGE AND 12"O,CIN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O,C..AT EDGE AND 10"O.C.. IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X '.1.16 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 24,00 WINDOW OPf:NWG�2,�67 WINDOW OPENING 267 WINDOW OPENVNG 0.01'?.. WINDOW OPENING 0.00 DOOR O'PE'NING 000... DOOR OPENING 000 DOOR OPP.NING 0,00 WINDOW/DOOR SUBTOIAL5.34 TOTAL LENGTH OF FULL HEIGHT WALL(REMAINING 16,66 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 1866 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES` COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL '.77.,75% HEIGHT SHEATHING, TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN ""t A9 ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) f 26 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 16.,65 '.. IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) YES RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 1!2"MIN.PLYWOOD WITH fid COMMON NAILS @ 6"0.AT EDGE AND 12" O,0,IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @''.. 7'0 C,AT EDGE AND 10"O.C.IN FIEL:D''.. HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F '340 HOLD DOWN MODEL#(CAPACITY PROVIDED) SLAB SIMPSON STHD14(MIDWALL 5345�,.CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 6/30/2023 PO Box 1051 Client: 150 Veterans Memorial Hwy. JARED FOX " Commack,NY 11725 1525 LEEWARD DRIVE 631-946-7030(cell B text) SOUTHOLD,NY 11971 631-335-0972 DESIGN VALUES DESIGN WIND SPEED '..130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT .3.20 '.. 1ST FLOOR WALL HEIGHT 19.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 1 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 14.00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 24.00' SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 5.10 WALL(SWr) r„ TABLE 3„17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0:,40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 2.04 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/6”PLYWOOD WITH 6d 9.00 COMMON NAILS @ 6 O.C.AT EDGE AND 12"0.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"0.AT EDGE AND 10"O,C,. IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X '..2..04 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) ('14.00 WINDOW OPENING 0,00 WINDOW OPENINOn, 0,00 WINDOW OPENING 0,D) WINDOW OPENING 0 0 DOOR OPENON0 6.00 DOOR OPENING''0.00 DOOR OPENING 0,00 WINDOW/DOOR S4.RWrOT'A:8 0 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 6..00 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 6'.00 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 42.86% HEIGHT SHEATHING TABLE 317E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1,54 ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 3.14 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 8.00 IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) YEAS RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 1/2"MIN,PLYWOOD WITH fid COMMON '. NAILS @ 6"O,C.AT EDGE AND 12" O.O.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ '.'T,'O.C..AT EDGE AND 10"O,C,IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3,17F 3486 HOLD DOWN MODEL#(CAPACITY PROVIDED) SLAB SIMPSON STHD14(MIDWALL 534.5.CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YE. o `l4ee -(4tf 4 N ;874 _ s _ x zip a � � ` FRAME SHED A ` / vlrm SHED c, �,. Lot 38 Subdivision- "Leeward Acres at Bayview" ®��aa Ike 04 IFF 10 / \ CMF / CMF c ` \ a � o \o � LEGEND \ CC =CONCRETE CURB CLF =CHATN LINK FENCE \ CMF =CONCRETE MONUMENT FOUND CMS =CONCRETE MONUMENT SET \ CP =CONCRETE PAVEMENT \ =iRON PIPE FOUND IPF OL =ON PROPERTY LINE \ RO =ROOF OVER , WIF =WIRE FENCE ` m WSF =WOOD STAKE FOUND W55 =WOOD STAKE SET \,SMF =UTILITY POLE \ CL =END OF DIRECTION/DISTANCE Generates! by REScheck-Web Software Compliance Certificate tV Project FOX GARAGE CONVERSION Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 218 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1525 LEEWARD DRIVE JARED FOX EDWARD KOENIG-R.A. SOUTHOLD, NY 11971 1525 LEEWARD DRIVE EDWARD KOENIG-ARCHITECT SOUTHOLD, NY 11971 PO BOX 1051 631-335-0972 150 VETERANS MEMORIAL HWY JARED.C.FOX@GMAIL.COM COMMACK, NY 11725 631-948-7030 (cell&text) Email: EDKOENIG49@gmail.com Compliance: Passes using UA trade-off Compliance: 2.9%Better Than Code Maximum UA: 195 Your UA: 102 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.GroSs Area Cavity C nt. Req. Prop. Assembly or 0 Ceiling 1: Flat Ceiling or Scissor Truss 94 92.2 30.0 0.013 0.026 1 2 Ceiling 1: Cathedral Ceiling 334 343.0 30.0 0.003 0.026 1 9 GARAGE CONVERSION WALLS(3): Wood Frame, 16" O.C. 149 15.0 0.0 0.077 0.060 5 4 Orientation: Back Door 5: Glass SHGC: 0.23 79 0.320 0.320 25 25 Orientation: Back NEW INTERIOR WALL BETWEEN GARAGE AND MUDROOM.:Wood Frame, 16" o.c. 118 21.0 0.0 0.057 0.060 6 6 Orientation: Front Door 1: Solid 18 0.300 0.320 5 6 Orientation: Front GARAGE CONVERSION WALLS:Wood Frame, 16" o.c. 53 15.0 0.0 0.077 0.060 4 3 Orientation: Right side GARAGE CONVERSION WALLS (2):Wood Frame, 16" D.C. 366 15.0 0.0 0.077 0.060 26 20 Orientation: Left side Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 1 of 10 Assembly Gross Area Cavity Cont. Prop- Req. Prop. Perimeter Window 13: Wood Frame:Double Pane with Low-E SHGC: 0.28 16 0.300 0.320 5 5 Orientation: Left side Window 14:Wood Frame:Double Pane with Low-E SHGC: 0.28 16 0.300 0.320 5 5 Orientation: Left side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 435 21.0 0.0 0.044 0.047 19 20 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signa yxe Date D q RC ERIC '�_44) LLJ Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 94.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Seicticn Plans:Veirlfieil" Field Verified _._. Pte-hispectlontPla'n Review Complies? Comment /Assuimptloins &Req.lD• Value';, Value' " . 103.1, - P B ,Construction drawings and y ❑Com lies :Requirement will be met. q 103.2 :documentation demonstrate as, ❑Does Not [PR1]1 :energy code compliance for the 'Location on plans/spec: ec: :buildingenvelope.Thermal �� '' "H.""•� i❑Not Observable p p P °- � -. ;' ,SEE SPECIFICATIONS ON envelope represented on �'' ° ";` � ;' ,; " 6I�,,-,�❑Not Applicable ;SHEET A-2. construction documents. _" 103.1, ;.Construction drawings and ( f`s:;;;FIV ❑Complies ;Requirement will be met. 103.2, documentation demonstrate YIN' •ElDoes Not 403.7 :energy code compliance for >; Location on plans/spec: :lighting and y[PR3]1 mechanical systems. ❑Not Observable SPECIFICATIONS ON :Systems serving ❑Not Applicable SHEET A-2. ;dwelling units must demonstrate :compliance with the IECC Commercial Provisions. • G;,3; Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. ;=sized per ACCA Manual S based Btu/hr Btu/hr ![]Does Not (#R 12,' ;,.ion loads calculated per ACCA ; Cooling: Cooling: ;Location on plans/spec: Manual J or other methods :❑Not Observable •SEE SPECIFICATIONS ON 4' Fapproved by the code official. Btu/hr Btu/hr pp' able ;SHEETA-2. ❑Not A lic Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 3 of10 section # Fotitidation inspection - : "Cdr plies? Comments/Assuniritions 15e ite4.1D, A protective covering is installed to :❑Complies ;Exception: Requirement is not applicable. (FO11F:y�#protect exposed exterior insulation ❑Does Not {#and extends a minimum of 6 in. below ` grade. :❑Not Observable ❑Not Applicable 403.9:,; Snow-and ice-melting system controls:❑Complies ;Exception: Requirement is not applicable. (F012-P". iinstalled. '❑Does Not :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2, Medium Impact(Tier 2) 3,,,l Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 4 of 10 Section . :;', Pians Veriflecl' Field Verifie�f: , re.... # . FOinting.l hough-In Cnspectlon ,Complus? Comments/pssumpttons. &:Req;iD Value Value," 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 ; '❑Not Observable E , ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 ; ,❑Not Observable [FR2]1 ; :❑Not Applicable E � , E , E E , 303.1.3 ;U-factors of fenestration products `"°` x : ""'' 'y' Y" .: y �" ,,;4 ;'. ' ❑Complies Requirement will be met. [FR4]1 ;are determined in accordance F >"�t'• W M " ;' h€ :❑Does Not y>: - ;with the NFRC test procedure or ,;,". • ❑Not Observable Location on plans/spec: , ,A g% ;, ;taken from the default table. ;;.��.,.,.�` �- "'T y:"� ,SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. 402.4.1.1 ;Air barrier and thermal barrier s, '-`,Ml' per manufacturers ❑ p q k: °•� ':'' ❑Com lies ;Re uirement will be met. [FR23]1 installed ' p ' �y qN'p >'• Does Not, ; instructions. Location on plans/spec: No , . "-"%? ;' �; "•',;,. ,N. ., ❑ t Observable ;SEE SPECIFICATIONS ON ❑Not Applicable .SHEETA-2. % 402.4.3 :Fenestration that is not site built M D; y, . };,;M ;` `'� . ❑Complies ;Requirement will be met. `M '* $,,, off" i [FR20]1 :is listed and labeled as meeting "IM ❑ /WDMA/CSA 101/I.S.2/A440 " ''`':y:' yF r Does Not AAMA '.� ,. � vq: , ;or has infiltration rates per NFRC "' `% ❑Not Observable 4 3 ' X400 that do not exceed code '" „ ;"° �' , , ❑Not Applicable ; : . x :limits. �JC-rated recessed lighting fixtures '.' -; -` '` fps ❑Complies ;Requirement will be met. [FRI61? '"'sealed at housing/interior finish 1 ❑Does Not and labeled to indicate f'ti ' ;Location on plans/spec: <_2.0 cfm I •/ f x, leaks eat 75 Pa. '[—]Not `I g ❑Nt Observable ;SEE SPECIFICATIONS ON s" d ❑Not Applicable ' t=. SHEET A-2. 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. FR12 1 insulated >= R-8 where duct is [ -� .' ""`.'�'%„ [ l �• %% , �'��'=a."< �� •❑Does Not >=3 inches in diameter and >_ `N�" "° "d pf •'- ' "Y '" ;Location on plans/spec: ; ,;,.. ;d '� - ❑Not Observable R-6 where <3 inches.Supply and -'r 4." .':. y.,,':.. ;', ;SEE SPECIFICATIONS ON yl..,"�� ❑Not Applicable return ducts in other portions of 5;{ " `. ,. °' ,`: -;; Pp :SHEET A-2. ;the buildinginsulated >= R-6 for ;diameter>= 3 inches and R-4.2 Y"'," ,for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Com lies ;Re Requirement will be met.p q [FR13]1 :boxes are sealed with =i ''." %" m'"° J,5. ..., w' ? ,;, .., ,r .-;_ .F°` " ,❑Does Not ,1compliant ". 5 ,k ;Location on plans/spec: :joints/seams with ;International Mechanical Code or ., ]❑Not Observable !SEE SPECIFICATIONS ON "> :' s ""' :_,• "pa❑NotA Applicable International Residential Code, as �' ;� .,y •" PP SHEET A-2. ;applicable. . ; , 4033.5 ;Building cavities are not used as %':k -5 ; ,` ;; ❑Complies ;Requirement will be met. ❑ Does Not [F.R15] ducts or plenums. ; :Location on lana s ec: ]❑Not ObservableSEE P / P 13 . . ' ❑Not Applicable SHEET A-2SPECIFICATIONS ON yyh,. 403:A=. HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17.1?; ""above 105 QF or chilled fluids ❑Does Not ,below 55 QF are insulated to>_R- ;Location on plans/spec: .'3 ❑Not Observable 'SEE SPECIFICATIONS ON { ;❑Not Applicable ;SHEET A-2. 403.4.1 :Protect '""` , ion of insulation on HVAC F `-' � � ,.-v. ;❑Complies ;Requirement will be met. 'piping. 'I �;, 9� Does Not ; r"•-,.:. ;-'..v,', ;:;�� ."'. :Location on plans/spec: , � ,��•. ��%'�'' £f❑Not Observable ;SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. >> 1 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 5 of 10 sectilon. v Pians Verified: " ."Pieid',V , fled # Erarning/Rough-ln"inspe�l ion Gomplies7 Comitieesfis/Assumptioiws Re .ID; -Value Vaiue 40M'3; Hot water pipes are insulated to R- R- ;❑Complies :Requirement will be met. >_R-3. ❑Does Not ;❑Not Observable :Location on plans/spec: ,SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. 403";6 ,. ' JKINENO "" ° a< "'"❑Complies ;Requirement will be met. .,Automatic or gravity dampers are ;:�y,�, y [i^R19I" installed on all outdoor air ;; � '.;❑Does Not-';intakes and exhausts. � Ltion on plans/spec: �w a �" ❑Not Obseryable,` EPECIFICATIONS ON �`" !❑NotApplicable 'SHEETA-2. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2,,l Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 6 of 10 Section ., ka'ns,Verified- Meld Verified°° insulatlohInspection Complies7- Corrirri,rt�ts/A uttt�lttgns &`R+e :113 Value Value`` 3€?3>T"` All installed insulation is labeled r• ��'r.'" 3 ❑Com lies "` . [IiV73l? {`-'For the installed R-values P ti E , ��� � g � ❑Does Not provided. "� , �� ,:. ?. s"° ,.r � :_: •e- ❑Not Observable ; ❑Not Applicable 402.1.1, ;,Floor insulation R-value. R- R- :❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood T Does Not ;table for values. [ )1 ❑ Steel ❑ Steel ❑Not Observable , , ❑Not Applicable ; 303.2, Floor insulation installed per ❑Complies ;.Requirement will be met. 402.2.8 manufacturer's instructions and ❑ Does Not [IN211 :in substantial contact with the + `' 3 r, ,uyF... ;Location on plans/spec: 9.r : ; .- ❑Not Observable SEE SPECIFICATIONS ON underside of the subfloor, or floor ° :.; . framing cavity insulation is in ,--F " � y 3?F` " '; ° e� ,, ❑Not Applicable ;SHEET A-2. ;contact with the top side of "- i5i � § y% <, . ,sheathing,or continuous insulation is installed on the underside of floor framing and £ ` ;extends from the bottom to the '°; •; ?% w-.f ;, s 1) ; :top of all perimeter floor framing members. 4" -QPM• 'm��N�r s.h�&:�;"f�f 402.1.1, :Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least lh of the ❑ Wood ;❑ Wood :❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN311 ;exterior,the exterior insulation ; , j :requirement applies(FR10). E] Steel E] Steel ❑Not Applicable t , 303.2 all insulation is installed p er " '° '° 'N-;.''F �! = '` ,n; % `❑Complies :Requirement will be met. ;W [IN4)1 manufacturer's instructions. ❑ Does Not :Location onec: laps/s ❑Not Observable P P ;SEE SPECIFICATIONS ON g" % ;w ' ;;., s -`, ❑Not Applicable ;SHEETA-2. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 7 of 10 -.Solo,n Plne ll?led Fleld Verllied " # Irinal:lnspection P!06vislons. as VComplies? Coinin nts/AS'S4*ptlons' &.Re .113 Value value . 402.1.1, !Ceiling yinsulation R-value. j R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood ❑ Wood :❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ; ;❑Not Applicable ; 303.1.1.1, :Ceiling insulation installed per '`i? =' ky'; - `' >d_s sy; .' g • p ,- � � y g � � � t � ❑Complies ,Requirement will be met. 303.2 manufacturer's instructions. Y'` r; ❑Does Not [FI2] ,Blown insulation marked every ;Location on plans/spec: 300 ft2. ;``` «%l •.. ❑Not Observable , p :s ,SEE SPECIFICATIONS ON ? `=s ❑Not Applicable ., a; s:. ;„ ;•.x„,,,; . .SHEET A-2. 4112,2:3: ';Vented attics with air permeable „y :y;`e `H%.- i ` `'`;, ❑Complies ;Requirement will be met, u {insulation include baffle adjacent ,-.„ .¢ "E ❑Does Not Ito soffit and eave vents that :;M k'.y .;Ayy=>,;;;: ; Location on plans/spec: {extends over insulation. - 'r,°; "' ;>-: ; :,••>" ❑Not Observable SEE SPECIFICATIONS ON ❑Not Applicable SHEET A-2. . 402.2.4 ;Attic access hatch and door R- R- y:❑Complies ;Requirement will be met. [FI311 :insulation ?R-value of the ❑Does Not adjacent assembly. ;Location on plans/spec: ❑Not Observable ;SEE SPECIFICATIONS ON ❑Not Applicable ;SHEET A-2. 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ❑Complies ;Location on plans/spec: [FI17]1 ach in Climate Zones 1-2, and '❑Does Not :NO APPLICABLE FOR <=3 ach in Climate Zones 3-6. :RENOVATIONS AND '[-]Not Observable :ADDITIONS.SEE ❑Not Applicable ;SPECIFICATIONS ON SHEET 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies :Requirement will be met. [FI27]1 :determine air leakage with ; ft2 ft2 ;❑Does Not ;either: Rough-in test:Total ;Location on plans/spec: ❑ ;leakage measured with aNot Observable ;SEE SPECIFICATIONS ON pressure differential of 0.1 inch ;❑Not Applicable ;SHEET A-2. ;w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a :pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air handier enclosure. 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies :Requirement will be met. [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ;Location on plans/spec: ;handier @ 25 Pa. For rough-in '❑Not Observable ;SEE SPECIFICATIONS ON tests,verification may need to ;❑Not Applicable ;SHEETA-2. occur during Framing Inspection. 403.3.2.1 ;Air handler leaksa designated g g °" ;` '"' ' Elco ;Requirement will be met. e- [F[24]1 by manufacturer at<=2%of ❑Does Not design air flow. %r >j -; ;``;'' F ) Location on plans/spec: -;❑Nt Observable oservae SEE SPECIFICATIONS ON � �W•',>,„,A= ; ,[]Not Applicable SHEET A-2. 4U3;1;7 Programmable thermostats „ :. •. ;" �;3{ ❑Complies ;Requirement will be met. [FI9.j s installed for control of primary 54 Al IW ❑Does Not heating and cooling systems and ;Location on plans/spec: *. , ` � agl " . .,[:]Not Observable initially set by manufacturer to ';-�;.;;��,;;��>�' � :y�,.• s 'SEE SPECIFICATIONS ON code specifications. ]❑Not Applicable ;SHEET A-2. 403;.12 Heat pump thermostat installed % ;' �m.Hv; S >. .° ° comp ;Requirement will be met. [.1 f101Zon heat pumps. . % ke. : y ;R. 1 ❑Does Not •.” ,,,;; ;Location on plans/spec: F "';`pry _- ;_ ' > ❑Not Observable . _ �` ` '-"'° „ " „�k � SEE SPECIFICATIONS ON C ❑NotAPPlie cablSHEET A-2. 1 High Impact(Tier 1) Z• Medium Impact(Tier 2) 1`3 1 Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 8 of 10 $ectlon.;- Puns Verified Field Verified . Final lnspectlone.Provisions : Cornplies?; ° ` `'Commnients/assplrptlons ValueValuer " 4(33 5,1 ]Circ service hot water ' . y:; -' ` ; r ,'. ❑Complies ;Requirement will be met. Ifl11l? i stems have automatic or ❑ Y Does Not s „t ;�;'';,in•':'.'.H.',� .6iwg-,., accessible manual controls, u°>r > .r .,.. % ., a• Location on plans/spec: ❑Not Observable ' ;SEE SPECIFICATIONS ON ❑Not Applicable - >: s5„` •. PP SHEET A-2. art of tested and listed 4b3.5' w°-.o'All mechanical ventilation system ❑Complies ;Requirement will be met. [1=i251? fans not P ❑Does Not HVAC equipment meet efficacy '? � ..: - N,,...-:.�' Location on plans/spec:. and air flow limits per Table y5 ` ❑Not Observable R403.6.1. ( . %r{"` , : SEE SPECIFICATIONS ON x: 9 rv : j, []Not Applicable ;SHEET A-2. 403:2 Hot water boilers supplying heat ;'tire: ; q' .N: s' «-.Y.,>- > F;❑Complies ;Requirement will be met. lthrough one-or two pipe heating ❑Does Not {systems have outdoor setback ;;- ;" ;`%r. <°;;;_: F Location on plans/spec: ❑Not Observable con ' trol to lower boiler water . ;SEE SPECIFICATIONS ON i, ;<y....• � -' ❑Not Applicable �temperature based on ,�'� � 'sem` `%%._ � "�' ,. SHEET A-2. outdoor �.�- n. item erature. •� ��` ,.:� � � , '7 P ,,�H 403,5-.1,1"''Heated water circulations stems :" : ': . ' • _” "` ❑Com lies ;;Requirement will be met. z. `:,;; ' 'w F,., R ,, � ❑Does Not FI28j have a circulation pump.The ;.; ' system return pipe is a dedicated - '' '" Location on plans/spec: ❑Not Observable ; return pipe or a cold water supply y SEE SPECIFICATIONS ON pipe. Gravity and thermos- ❑ SHEET A-2. Not Applicable ; i syphon circulation systems areti °.: t}not present.Controls for circulating hat water system ` . ; s -, pumps start the um nal with i for hot water demand within the ;,]occupancy. Controls automatically turn off the pump when water is in circulation loo , ' '" P .% '. is at set-point temperature and nodemand for hot water exists. 4!03:5:1.? 'Electric heat traces systems "'``' ❑Com lies ;;Exception: z y h PRequirement is CFi29j; comply with IEEE 515.1 or UL �� �r� '❑Does Not ;not applicable. 515.Controls automatically d <,�; --;� ,,�" ❑ adjust the energy input to theNot Observable ;wF�'v,; . ' :' ❑Not Applicable heat tracing to maintain the e ., ' y, may,. •, i,,.,9, Yw,:;i�,�;, ` desired water temperature in the piping 4173:5 2.% Demand recirculation water ❑Complies ;Requirement will be met. W F130]? systems have controls that kf, . ''r ' ❑ - 6 - Does Not ;manage operation of the pump �M a .. Oft ;Location on plans/spec: and limit the temperature of the % z d' f;, ..,s - I ❑Not Observable ..y :°i ;SEE SPECIFICATIONS ON 3. f:: .F >. -5). . , . .•. ❑Not Applicable ,water entering the cold water ,y.., ?y s. - ;SHEET A-2. r piping to <= 104°F. 403:5;4 Drain water heat recovery units ❑Complies ;Requirement will be met. [F131=j2.._. ,nested in accordance with CSA �,r''�'�:�:�,��,,°�-�-`,;., y��-'�` ';:' ❑Does Not B55.1.Potable water-side ;Location on plans/spec: [—]Not Observable ,SEE SPECIFICATIONS ON pressure loss of drain water heat r>: recovery units<3 psi for .. M ' t❑Not Applicable ;SHEET A-2. individual units connected to one g' :;`'`;° or two showers. Potable water- ; side pressure lass of drain water a -; heat recoveryunits< ``` "'���,F ""'W 2 psi for ,:` r',.;;a:; ,% ,. individual units connected to f',"h "3 "y`'" "`"o, _0 three or more showers. Y 404.1 ;90%or more ofermanent k,. as;`: ""°° ""'=`' ' ' ❑Complies ;Requirement will be met. „ :i % [F16]1 fixtures have high efficacy lamps. '-' $`` °-_.• ❑ ; Does Not �si;c ;Location on plans/spec: ❑Not Observable ;SEE SPECIFICATIONS ON <.f,. . ❑Not Applicable SHEET A-2. 404`1,1 .,Fuel gas lighting systems have "` `- r:...• ;° `" �'''`~ ❑Complies ;Exception: Requirement is 5'a: amu;,. i a ... � s., .z¢ x - [F123j3,. Ino continuous pilot light. ❑ not applicable. Does Not❑Not Observable ' ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 9 of10 Section " m '. a -�,; Plans;Verified " Meld verified . „3 Final Inspection proVlsians Cramplii40 " c6iit►rre�;r tslAssumptign�s" A.Re .II} Volas 3. Value=, 401.3 °,': ; Compliance certificate posted. = q.e' �1' "°" �' `s' ^' ❑Complies ;Requirement will be met. -3.3�Nv _ ,�..,�,��:,u, '.��,.��,�.,:•�,�.� '�,�g Does Not , :; �' "H❑Not Observable ; ❑Not Applicable ; 303.3, ; .;Manufacturer manuals for y' -;5 ❑Complies ;Requirement will be met. II1s] !mechanical and water heating ?.N: :? •''- ' %f' "`-:'`: , %. ❑Does Not ;systems have been provided. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FOX GARAGE CONVERSION Report date: 08/30/23 Data filename: Page 10 of 10 8/12018 IECC Energy , Efficiency Certificate Insulation Rating R Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 373.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.28 Door 0.32 0.23 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 8/30/2023 PO Box 1051 Client: 150 Veterans Memorial Hwy. JARED FOX Commack,NY 11725 1525 LEEWARD DRIVE 631-948-7030(cell B text) BRED ARC SOUTH NY 11971 631-335-097-097 2 DESIGN VALUES DESIGN WIND SPEED �L� E R 1 C,� �� 130 vult ROOF PITCH Q` �r f" t�� �0 6:12 TOP PLATE TO RIDGE HEIGHT j `, 3.20 1ST FLOOR WALL HEIGHT [� 1�,�'-?' sF 9.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL (� �;—r:'`,r__; A SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) �� �'7$4 6 �O 24.00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES ��" \7 v" 14.00 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 2.90 WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0.40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 1.16 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8"PLYWOOD WITH 8d 1.00 COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C. IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X 1.16 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 24.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 DOOR OPENING 0.00 DOOR OPENING 0.00 DOOR OPENING 0.00 WINDOW/DOOR SUBTOTAL 0.00 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 24.00 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 24.00 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 100.00 HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.00 ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfaclor)x(FHSminadj)=(PSWlength) 1.16 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 24.00 IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) YES RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 1/2"MIN.PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12" O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SLAB SIMPSON STHD14(MIDWALL 5345,CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 8/302023 PO Box 1051 Client: 150 Veterans Memorial Hwy. JARED FOX Commack,NY 11725 1525 LEEWARD DRIVE 631-948-7030(cell 8 text) SOUTHOLD,NY 11971 631-335-0972 DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 3.20 1ST FLOOR WALL HEIGHT 9.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL B SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 24.00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 14.00 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 2.90 WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0.40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 1.16 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8"PLYWOOD WITH 8d 1.00 COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C. IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X 1.16 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 24.00 WINDOW OPENING 2.67 WINDOW OPENING 2.67 WINDOW OPENING 0.00 WINDOW OPENING 0.00 DOOR OPENING 0.00 DOOR OPENING 0.00 DOOR OPENING 0.00 WINDOW/DOOR SUBTOTAL 5.34 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 18.66 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 18.66 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 77.75 HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.09 ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 1.26 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 18.66 IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) YES RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 1/2"MIN.PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12" O.C.IN FIELD WITH 12"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SLAB SIMPSON STHD14(MIDWALL 5345,CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES 2020 RESIDENTIAL CODE OF NEW YORK STATE -SHEARWALL DESIGN USING 2018 WFCM SHEAR WALL DESIGN CALCULATIONS Architect of Record: Date: Edward Koenig-Architect 8/30/2023 PO Box 1051 Client: 150 Veterans Memorial Hwy. JARED FOX Commack,NY 11725 1525 LEEWARD DRIVE 631-948-7030(cell&text) SOUTHOLD,NY 11971 631-335-0972 DESIGN VALUES DESIGN WIND SPEED 130 vult ROOF PITCH 6:12 TOP PLATE TO RIDGE HEIGHT 3.20 1ST FLOOR WALL HEIGHT 9.00 DESIGN PARAMETERS SHEAR WALL LINE LABEL 1 SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 14.00 LENGTH OF EXPOSED WALL FACING INTO WIND RECEIVING WIND FORCES 24.00 SEGMENTED WALL DESIGN CALCULATIONS TABLE 3.17A-TABULATED MINIMUM LENGTH OF SEGMENTED SHEARWALL REQUIRED TO RESIST WIND FORCES ON THE OPPOSING EXPOSED 5.10 WALL(SWr) TABLE 3.17A FOOTNOTE#4-ADJUSTMENT VALUE WHEN CONSIDERING HEIGHT OF WALL AND EXPOSURE OF PITCHED ROOF(Radj) 0.40 MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(SWr)x(Radj)=FHSmin 2.04 NOTE:THIS ANALYSIS ASSUMES SHEATHING TYPE ADJUSTMENT(STA)OF 1,PER TABLE 3.17D USING STANDARD 3/8"PLYWOOD WITH 8d 1.00 COMMON NAILS @ 6 O.C.AT EDGE AND 12"O.C.IN FIELD WITH 1/2"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C. IN FIELD=(STA) ADJUSTED MINIMUM REQUIRED LENGTH OF FULL HEIGHT SHEATHING ON PERPENDICULAR WALL LINE FOR SEGMENTED DESIGN=(FHSmin)X 2.04 (STA)=(FHSminadj) SHEAR WALL LINE LENGTH-WALL REACTING TO WIND FORCES(SW) 14.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 WINDOW OPENING 0.00 DOOR OPENING 8.00 DOOR OPENING 0.00 DOOR OPENING 0.00 WINDOW/DOOR SUBTOTAL 6.00 TOTAL LENGTH OF FULL HEIGHT WALL REMAINING 6.00 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 6.00 IS ADJUSTED SEGMENTED SHEAR WALL REQUIRED LESS THAN THE AVAILABLE SHEARWALL LENGTH?(FHSminadj<Swavail) YES COMPARE PERFORATED WALL DESIGN CALCULATIONS DIVIDE THE REQUIRED SEGEMENTED SHEARWALL LENGTH BY THE LENGTH OF THE AVAILABLE WALL TO ARRIVE AT A PERCENTAGE OF FULL 42.86% HEIGHT SHEATHING. TABLE 3.17E-USE PERCENTAGE ABOVE TO PLUG INTO TABLE TO DERIVE A PERFORATED SHEARWALL CONVERSION FACTOR,TO DERIVE AN 1.54 ADJUSTED PERFORATED SHEARWALL LENGTH.CONSIDER WALL HEIGHT AND THE TALLEST WINDOW/DOOR OPENING=(PSWconvfactor) CONVERTED PERFORATED SHEARWALL LENGTH REQUIRED= (PSWconfactor)x(FHSminadj)=(PSWlength) 3.14 AVAILABLE FULL HEIGHT SHEATHING WALL LENGTH-(WALL LENGTH MINUS WINDOWS/DOORS)(SW-windows and doors)=SWavail 6.00 IS PERFORATED SHEARWALL LENGTH REQUIRED LESS THAN THE FULL HEIGHT SHEATHED WALLS AVAILABLE?(PSWlength)<(SWavail) YES RESULTING SHEAR WALL SPECIFCATIONS SHEAR WALL TYPE PERFORATED SHEAR WALL ASSEMBLY 12"MIN.PLYWOOD WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12" O.C.IN FIELD WITH 12"GYPSUM ATTACHED WITH 5d COOLER NAILS @ 7'O.C.AT EDGE AND 10"O.C.IN FIELD HOLD DOWN CAPACITY REQUIRED BY TABLE 3.17F 3488 HOLD DOWN MODEL#(CAPACITY PROVIDED) SLAB SIMPSON STHD14(MIDWALL 5345,CORNER 5345,ENDWALL 4210) COMPLIANCE YES/NO YES -7 7- 1011, C c Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection an "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and 1525 LEEWARD DRIVE SOUTHOLD NY 11971 631 -335-0972 DISTRICT 1000 - S ICTION 79 - BLOCK 7 - T 19 O they ss shown ontdfolebloc withotthe ritenco consent � � � f � address shown on the title block without the written consent and compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home :�{`' «.^�,k ;~, represented, can legally result in the cessation of construction or WF'CM 2018 NAILING SCHEDULE BUILDING DEPARTMENT NOTES buildings being seized and/or monetary compensation to Edward Koenig. ~'fy � _ � : �f*ter• 2020 RESIDENTIAL CODE OF NEW YORK STATE DINT DESCRIPTION UMBER OF 66 UMBER OF AIL SPACING $ -�, y : . ° COMMON NAILS OX NAILS / �G z r � , % 242 BUILDING CODE OF NEW YORK STATE SHEET INDEX NO. TITLE /0 2 }kk 6,e fin Ptl , - y,•• r: w..P`''b`'�. .,}' dx °�°,�* ,a - .Y r� F 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) A-1 CODE SHEET ROOF FRAMING A-2 SPECIFICATIONS S qr <;, ; ? syn ? • ,. x 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE AFTER TO TO PLATE TOE NAILED ER RAFTER \ w �, r• �' ` y,r•` j V `M u ',R-y} Yyx e p€„M f, r, 9 ., w u a g `,: NFPA70-17 NATIONAL ELECTRICAL CODE A-3 LEGENDS&PLUMBING RISER DIAGRAMS FILING JOIST TO TOP PLATE TOE NAILED ER JOIST I V`7� or? x� I'•4 a; W, ;y ,., " ' 2020 FIRE CODE OF NEW YORK STATE A-4 THERMAL PLANS FILING JOIST TO PARALLEL RAFTER FACE NAILED'i EACH LAP X "' w z d` ` ' ;:•`'. `^ ' "�` g '+' a'a y ` ' ;. :"43 �'• H t , •,X. , ;* k ` A-5 DEMOLITION PLANS "� FILING JOIST LAPS OVER PARTITIONS FACE NAILED EACH LAP "•:x', . _ , lfif .n` -: ';�5 '. •,.. _ _ A-6 DEMOLITION PLA O .. , x . � � ,,, ,,, ,,. �.. �.® .:� r ,� zf DISTRICT 1000 SECTION 79 BLOCK 7 - LOT 19 Ns OLLAR TIE TO RAFTER TOE NAILED ER TIE ,;; k ,c,.. �� .,� t � mm mm■ ee� " "s €€ A-7 FOUNDATION PLAN LOCKING TO RAFTER TOE NAILED -8D -10D EACH END t � '` ' " °ry ') ry k ° ' " ' �` �' ` - °�� '';' "' ZONED RESIDENTIAL SINGLE FAMILY R A-8 FIRST FLOOR CONSTRUCTION PLAN xt r';r'"� xs, �; a,. tr` Q_ RESIDENCE IM BOARD TO RAFTER END NAILED -16D 16D EACH END J� r � �•, a A-9 SECOND FLOOR CONSTRUCTION PLAN R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION A-10 ROOF PLAN v " <..x-\ `s „„.aw+w� µ•, �' t 111 Y, - . - .... „.._. "� -# 111 ' 11I- ° �� --���°��;.: TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION A-11 ELECTRICAL PLANS ALL FRAMING �C� i a t A-12 ELECTRICAL PLANS r ,211! t1 K a ,p,. ,� 309 SF GARAGE CONVERSION TO LIVING SPACE OP PLATE TO TOP PLATE FACE NAILED -16D -16D PER FOOT I "" ® j fl �'i rt X14 p. r A-13 ELECTRICAL PLANS j " x #, _ 334 SF ONE STORY GARAGE ADDITION .. {° A-14 ELEVATIONS OP PLATES AT INTERSECTION. FACE NAILED -16D -16D JOINTS-EACH SIDE � \ � ;� �k � ,�_, , �?� �:,�• ��„��,�, � �� ; xt.;�`��.•: :.e.: 1075 SF FINISHED CELLAR WITH BATHROOM AND EGRESS WELL TUD TO STUD FACE NAILED -16D -16D 4"O.C. EXISTING R/O 7� \ t � T x k � A-15 ELEVATIONS FADER TO HEADER FACE NAZI-ED 6D 6D 6"O.C.ALONG EDGES GGa - r A-16 SECTIONS LjV - - mnwmB:+S?;'UR^T --,.-:-, i o`'a•Se<w. ,,'e`, u e ` OP OR BOTTOM PLATE TO STUD END NAILED ER STUD 9 p �'" a 'a :k;"• < r1 �°k ) _CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA A-17 SCHEDULES OTTOM PLATE TO FLOOR JOIST, BANDJOIST, 6• 8 ,s� g " NDJOIST -16D -16D ER FOOT EXISTING 5 = "� - � GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM R BLOCKING FACE NAILED I CHICKEN COOP I ' } fi SNOW DESIGN *; = LOAD SPEED TOPOGRAPHIC SPECIAL WIND BORNE CATEGORY WEATHERING FROST LINE TERMITE X X ' x �� D6 EFFECTS WIND DEBRIS AREA DEPTH X X ,; "° REGION LOOR FRAMING ( I U %� :..,. ,,.. .� .b.�,,•. a, „, ��.:e _.�� nom_..._ „�.�,.._. _. _.. r �M�. ._ M. _z,r>.. ,;. L ....mow„ ;. JOIST TO SILL TOP PLATE OR GIRDER TOE NAILED -8D -10D ER JOIST 20 130 vult NONE NONE NON WIND B SEVERE T-0"TO MOD.TO RIDGING TO JOIST TOE NAILED -8D -10D ACH END X x BORNE BOTTOM OF HEAVY LOCKING TO JOIST TOE NAILED -8D -10D ACH END EXISTING FRAME 8 EXPOSURE B DEBRIS AREA FOOTING LOCKING TO SILL OR TOP PLATE TOE NAILED -16D -16D ACH BLOCK I SHED 20 AREA CALCULATIONS Location EDGER STRIP TO BEAM FACE NAILED -16D -16D ACH JOIST o 0 1 .0 NO. DESCRIPTION DATE GIST ON LEDGER TO BEAM TOE NAILED -8D -10D ER JOIST X N X 1525 Leeward Dr,Southold,New York,11971 WINTER DESIGN TEMP. ICE BARRIER REQUIRED FLOOD HAZARDS AIR FREEZE INDEX MEAN ANNUAL TEMP. AND JOIST TO JOIST END NAILED -16D -16D ER JOIST I I I PROPERTY AREA: 40166.00 SF 1 ISSUED FOR DESIGN COMMENT. 6-17-23 AND JOIST TO SILL OR TOP PLATE TOE NAILED -16D -16D ER FOOT Iq 2 ISSUED FOR DESIGN COMMENT. 7-5-23 X C° X FLOOR AREA RATIO CALCULATIONS: 17 ft with respect to North American EXISTING FIRST FLOOR 1612.33 SF Elevation SEE BELOW WITHIN 2'-0"OF EAVES FEMA ZONE X 599 51 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 W EXISTING VINYL EXISTING SECOND FLOOR 1195.06 SF Vertical Datum of 1988(NAVD 88) FIRM MAP ROOF SHEATHING I SHED I PROPOSED FIRST FLOOR ADDITION 334.37 SF "" - I I I 36103CO167H 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 STRUCTURAL PANELS 8D 10D SEE TABLE 3.10 X SHEDS 126.06 SF Lat: 41.040763 (AGONAL BOARD SHEATHING I ( CHICKEN COUP 125.25 SF - - - -- -- - MANUAL JDESIGN CRITERIA 1"X 6"X 1"X 8" -8D -10D DER SUPPORT I EXISTING R/O PORCH#1 93.48 SF Long: -72.406211 ELEVATION LATTITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING 1"X 10"OR WIDER -83-1 OD :1ER SUPPORT TOTAL AREA: 3486.55 SF -- - - - HEATING COOLING CORRECTION DESIGN TEMP. TEMPERATURE TEMPERATURE X FLOOR AREA RATIO: 8.68% % Standard: ASCE/SEI 7-22 FACTOR COOLING DIFFERENCE LOT COVERAGE CALCULATIONS Risk 108 FT. 141'N 15°F 86°F 1.00 70"F 75'F 75°F FILING SHEATHING N EXISTING FIRST FLOOR 1612.33 SF II GYPSUM WALLBOARD D COOLERS D COOLERS EE PARTITION LEGEND EDGE/10" FIELD I V5x ( PROPOSED FIRST FLOOR ADDITION 334.37 SF Category: COOLING WIND VELOICTY HEATING WIND COINCIDENT DAILY RANGE WINTER SUMMER c j OR SHEAR WALLS SHEDS 126.06 SF Soil Class: Default TEMPERATURE VELOCITY WET BUBLB HUMIDITY HUMIDITY r CHICKEN COUP 125.25 SF DIFFERENCE COOLING (V X EXISTING R/O PORCH#1 93.48 SF ALL SHEATHING TOTAL AREA: 2291.49 SF 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @ 50%RH CAD File Name: FOX FINAL 1.1ayout Overla WOOD STRUCTURAL PANELS D COMMON LOT COVERAGE RATIO: 5.71% 76160D EE PARTITION LEGENDWind Y CLIMATE ZONE 4A Architect's Seal OR SHEAR WALLS X Q� - GYPSUM WALLBOARD D COOLERS D COOLERS " EDGE/10" FIELD ( I` I ZONING REVIEW 126 Vmph DETAILS INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEITATA POINT 3 FEETABOVE THE FLOOR ON THE DESIGN HEATING DAY(2020 MCNYS 309.1)SYSTEM DESIGN LOT AREA I C REQUIRED PROVIDED PASS SHALL BE BASED ON MAXIMUM 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING DEGREE DAYS(NY LAGUARDIA)4811,WINTER CZ[[1_� 40,166 SF DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2020 PCNYS APPDX D) Flood Overlay LOORSHEATHING N MINIMUM BUILDING LOT 40000.00 40166.00 YES No _... , - MINIMUM UNIFORMLY DISTRIBUTED LOADS STRUCTURAL PANELS 0 MINIMUM LOT WIDTH 150.00 100.00 NO-EXISTING Zone:X(unshaded) DETAILS y 1"OR LESS D 10D " EDGE 112"FIELD I X �Qo I co MINIMUM LOT DEPTH 175.00 404.21 YES USE LIVE LOAD DESIGN DEAD NT SETBACK 50.00 59.51 YES GREATER THAN 1 bOD 16D "EDGE/12" FIELD � SIDE SETBACK ONE 15.00 20.56 YES UNINHABITABLE ATTICS WITHOUT STORAGE LESS THAN 42"CLEAR HT. TABLE R301.5 LOAD SIDE SETBACK TWO 15.00 18.40 YES ( ) 10 S 10 PSF N eft u X X M UNINHABITABLE ATTICS WITH LIMITED STORAGE(MORE THAN 42"CLEAR HT. 20 PSF 10 PSF U^ AGGREGATE SIDE SETBACK 35.00 38.96 YES ) - REAR SETBACK 50.00 269.30 YES HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF 10 PSF $ X X HEIGHT IN STORIES 2-1/2 2 YES BALCONIES(EXTERIOR)AND DECKS 40 PSF 10 PSF Ol, N �� F HEIGHT IN FEET 35.00 26.00 YES EXISTING MAXIMUM FLOOR AREA RATIO NA 8.68% NA FIRE ESCAPES 40 PSF 10 PSF DECK MAXIMUM LOT COVERAGE 120.0000 5.71% YES-----I GUARDRAILS AND HANDRAILS 200 PSF 10 PSF JARED FOX X 60. X GUARD IN-FILL COMPONENTS 50 PSF 10 PSF 1525 LEEWARD DRIVE i 20. 6 SOUTHOLD, NY 11971 X48. PASSENGER VEHICLE GARAGES EDWARD KO E N I G EXISTING TWO o ROOMS OTHER THAN SLEEPING ROOMS 50 PSF AS PER PLAN CD STORY RESIDENCE N X -� 40 PSF 10 PSF ARCHITECT SLEEPING ROOMS 30 PSF 10 PSF k STAIRS 40 PSF 10 PSF EXISTING GARAGE oM N ~ CONVERTEDTO 21.90 0 24.40 ROOF LOADING(LIVE=GROUND SNOW LOAD ADJUSTMENTS AS PER TABLE LIVINGS ACE EXISTING R301.2(5)OF THE 2020 RCNYS 20 PSF 12 PSF FOR �ard Dr SECOND FLOOR ATTIC CPPB PROPOSED DNE ' 3ra0r \ PROPO ED FGRE SWELL 1,195.06 SQ FT 15 PSF FOR STORY GA GE 'co CATHEDRAL ADD( ION N \ I o� cPPW QALLOWABLE DEFL1 ECTION OF STRUCTURAL(RAI MEMBERS a ary ho TABLE R301.7 3" SECOND FLOOR SQUARE FOOT ANALYSIS ti STRUCTURAL MEMBER ALLOWABLE DEFLECTION M n I RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH FINISHED CEILING NOTATTACHED TO RAFTERS L/180 0 EXISTING INTERIOR WALLS AND PARTITIONS w _ EXIH/180 ardor ~ RS rn 76.45 SQ FT U360 www.E D LO CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER AND STUCCO) U360 WARDKOEN IG.COM EX STING CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM BOARD) U240 CHICKEN COUP ALL OTHER STRUCTURAL MEMBERS L/240 Architecture Firm: I 48.8 SQ FT EXTERIOR WALLS-WIND LOADS a.WITH PLASTER OR STUCCO FINISH H/360 EDWARD KO E N II G - ARCHITECT EXTERIOR WALLS-WIND LOADS a.WITH OTHER BRITTLE FINISHES H/240 J EXTERIOR WALLS-WINDOW LOADS a.WITH FLEXIBLE FINISHES H/120 d. PO BOX 1051 LOCATION MAF? N 52° 29' 30"W 318.08 EXISTING FRAME SHED LINTELS SUPPORTING MASONRY VENEER WALLS e. U600 150 VETERANS MEMORIAL HWY. 100.86 SQ FT NOTE:L=SPAN LENGTH H=SPAN HEIGHT COMMACK, NY 11725 EXISTING 631-948-7030 (cell & text) LEEWARD DRIVE THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM VINYL SHED Website: www.EDWARDKOENIG.com TABLE R301.2(2)OF 2020 RCNYS. F 25.2 sQ FT Email: EDKOENIG49@gmail.com \ N FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. � Goo;, eekBi e, , ' - JARED Fox PLOT PLAN 1525 LEEWARD DRIVE SEE CODE FOR LIMITATIONS CONCERNING ALUMINUM PANELS. SOUTHOLD, NY 11971 Project Title: SCALE: 1"=30'-0" DEFLECTION FOREXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. ` °Um°td Bay o\_ s PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: ONE TORY ADDITION AND RENMAD - / YOUNG ASSOCIATES REFER TO SECTION R703.8.2 OF 2020 RCNYS. 400 OSTRANDER AVENUE JARED FOX M \ RIVERHEAD, NY 11901 1525 LEEWARD DRIVE 631-727-2303 I EXISTING GLAZED OPENING PROTECTION SOUTHOLD, NY 11971 c I 631-335-0972 ONE MILE I FIRST FLOOR 1,612.33 SQ FT ALL GLAZED OPENINGS SHALL COMPLY WITH THE PROTECTION REQUIREMENTS FOR CONSTRUCTION IN WIND BORNE DEBRIS AREAS.ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS JARED.C.FOX@GMAIL.COM r"~ PLOT PLAN LINE TYPE LEGEND DETAIL IN THESE DRAWINGS AND IN ACCORDANCE WITH R301.2.1.2 OF THE 2020 RCNYS.SEE DETAIL SHEET FOR SPECIFICATIONS. DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 a PLOT PLAN BUILDING FOOTPRINT Sheet Title PLOT PLAN TERRAIN NEIGHBORS N a x PLOT PLAN TERRAIN PERIMETER F R QRSHEET ffit E_ 3-a I N AIN I EIE, N I C�S 0ODE 3 307 FIRST FLOOR SQUARE FOOT ANALYSIS Drawing No. SQUARE FOOTAGE ANALYSIS LOCATION MAF' SCALE: 1"=20'-0" Aml OF 17 SHEETS GENERAL SPECIFICATIONS 5.PROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING AND SUPPORTS 3.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND 3.THERMAL ENVELOPE IS REPRESENTED ON CONSTRUCTION DOCUMENTS"THERMAL ENVELOPE PLANS AND SECTIONS"AS PER Copyright of Architectural Drawings-SHALL BE 8'-0". MECHANICAL SYSTEMS IN COMPLIANCE WITH SECTIONS R103.2.2 OF 2020 ECCCNYS. SECTIONS R103.1 AND R103.2 OF 2020 ECCCNYS. These plans are protected by 1.ALL CONSTRUCTION COMPLY FULLY WITH THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE,2020 ENERGY federal law and are subject to copyright protection as an CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE,2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM),NFPA70 6.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RCNYS AND WITH THE NATIONAL DESIGN 4.HEATING AND AIR-CONDITIONING SYSTEM:HEATING,VENTILATING,AND AIR-CONDITIONING SYSTEM SHALL BE DESIGNED FOR 4.CLIMATE ZONE 4a-SUFFOLK COUNTY,5750 HEATING DEGREE DAYS 1.architectural work" under section 102 of the copyright . A. act, 17 STANDARD THE NATIONAL ELECTRICAL CODE",AND THE APPLICABLE PROVISIONS OF O S H. .ALL CONSTRUCTION AND SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS.LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE LOCAL WEATHER CONDITIONS IN ACCORDANCE WITH THE DESIGN PRACTICE RECOMMENDED BY THE AMERICAN SOCIETY OF U.S.A. as amended December 1990 and known as Architectural CONSTRUCTION METHODS MUST COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES,AND REGULATIONS. WITH ALL FASTENINGS,ANCHORS,BLOCKING,SADDLES,HANGERS,ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS HEATING,REFRIGERATING,AND AIR-CONDITIONING ENGINEERS,AND SHALL CONFORM TO THE RULES AND REGULATIONS OF THE 5.PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK LATEST EDITION PROVIDED BY THE UNITED STATES Works Copyright Protection Act of 1990.These drawings are ALL REQUIREMENTS IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN ON THE DRAWINGS. CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS NATIONAL BOARD OF FIRE U14DERWRITERS AND ANYAND ALL GOVERNING LOCAL AND STATE CODES.THE HEATING SYSTEM SHALL DEPARTMENT OF OF ENERGY AS ALLOWED BY ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK O K STATE CHAPTER 1, provided as an instrument for construction for the construction AND CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE BE PROVIDED CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70°F ATA POINT T-0"ABOVE THE FLOOR IN ALL HABITABLE SECTION 101.3.1. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB BEFORE START OF CONSTRUCTION.ARCHITECT'S WITH 2020 RCNYS CODE REQUIREMENTS. ROOMS. project at the address shown on the title block of the drawings and OFFICE IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS.WRITTEN 6.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING they may not be used for any project other than that listed at the DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, LARGER SCALE DETAILS AND PLANS SHALL HAVE PRECEDENCE 7.ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO CONCRETE BASE.ALL POSTS 5.HEATING SYSTEM:THE HEATING CONTRACTOR IS TO VERIFY THE EXISTING FIELD CONDITIONS AND DESIGN THE HEATING UNIT ENVELOPE IN COMPLIANCE WITH 2020 ECCCNYSC, address shown on the title block without the written consent and OVER SMALLER SCALED PLANS.CONTRACTOR SHALL VERIFYALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING ACCORDING TO THE SPECIFCATIONS DESCRIBED BELOW.THE HVAC CONTRACTOR SHALL SIZE THE HEATING AND AIR compensation of the architect.This protection P p includes but is not OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL WORK.REPORT TO THE PLATES AND MOISTURE BARRIER SHALL BE PROVIDED.ALL P.T.WOOD TO BE IN COMPLIANCE WITH SECTION R317 OF THE 2020 CONDITIONING EQUIPMENT IN CONFORMANCE WITH THE STANDARDS PUBLISHED BY MANUAL J.MANUAL S,AND MANUAL D, 7.ALL INSTALLED INSULATION SHALL BE LABELED OR THE INSTALLED R-VALUES PROVIDED BY SIGNED AFFIDAVIT BY THE INSTALLERlimited o OWNER AND EDWARD KOENIG ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR RCNYS. PUBLISHED BY THE AIR CONDITIONING CONTRACTORS OF AMERICA(ACCA).HEATING AND COOLING EQUIPMENT SHALL BE SIZED COMPLIANCE WITH 2020 ECCCNYSC. IN t the overall form as well as the arrangement and PREVENT THE PROPER EXECUTION AND COMPLETION OF THE NEW WORK,NOTIFY OWNER AND EDWARD KOENIG ARCHITECT OF ALL PER ACCA MANUAL S BASEDON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS,AND MANUAL D FOR DUCT SIZING IN composition of spaces and elements of the designs. Under such CHANGES. 8.STAIRS:ALL STAIRS,RAILINGS,AND LANDINGS SHALL COMPLY WITH SECTIONS R311.7.5.1 AND R3117.5.2.OF 2020 RCNYS. COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS OR OTHER METHODS APPROVED BY THE CODE OFFICIALAS PER 8.THE ENERGY COMPLIANCE CERTIFICATE SHALL BE POSTED ON THE PROJECT SITE IN THE UTILITY ROOM SECTION R401.3 OF 2020 Protection, unauthorized use of these plans,work or home SECTIONS R302.1 AND R403.7 OF 2020 ECCCNYS. ECCCNYS. represented, can legally result in the cessation of construction or 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUA`ELY BRACING AND PROTECTING HIS WORK DURING DEMOLITION AND 9.WOOD STAIRS TO BE A MINIMUM OF 36"WIDE.STAIRS TO HAVE 5/4 INCH STRINGERS AND 1-1/16 INCH TREADS.THE MAXIMUM RISER buildings being seized and/or monetary compensation to Edward CONSTRUCTION AGAINST DAMAGE,BREAKAGE,AND COLLAPSE,ACCORDING TO APPLICABLE CODES,STANDARDS,AND METHODS OF HEIGHT SHALL BE 8-1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9".THE NOSING ON STAIRS WITH SOLID RISERS SHALL BE 1-1/8". 6.THE HVAC INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HANDLING EQUIPMENT IN 9.NO SNOW-AND ICE-MELTING SYSTEM CONTROLS INSTALLED.SECTION R403.9 OF 2020 ECCCNYS. Koenig. GOOD PRACTICE. TREADS AND RISERS TO BE HOUSED INTO STRINGERS,GLUED AND WEDGED SOLID. COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS. INSTRUCTIONS MANUALS FOR NEW MECHANICAL SYSTEMS TO BE ON SITE FOR INSPECTION. THERMALAND MOISTURE PROTECTION SPECIFICATIONS 4.ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OBSERVATION.THESE PLANS ARE INSTRUMENTS OF 10.DECK STAIRS TO BEA MINIMUM OF 36"WIDE.STAIRS TO HAVE 2"X 12"P.T.STRINGERS @ 16"O.C.AND 5/4"X 6"TREADS.THE SERVICE AND REMAIN THE PROPERTY OF THE CONSULTING ARCHITECT THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9".THE NOSING ON STAIRS WITH SOLID RISERS 7.MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH 2020 RCNYS,2020 ECCCNYSC,AND 2020 MCNYS. 1.SEE RESCHECK CALCULATIONS STAPLED TO TITLE SHEET FOR INSULATION R VALUES AND THICKNESS SPECIFICATIONS. SHEET INDEX OF,AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE,AND PROCEDURES OR FOR SHALL BE 1-1/8". NO. TITLE THE SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT. 8.ALL JOINTS AND SEAMS OF AIR DUCTS,AIR HANDLERS,FILTER BOXES,AND BUILDING CAVITIES USED AS RETURN DUCTS ARE 2.ALL NEW CONSTRUCTION SHALL CONFORM TO THE 2020 RCNYS AND 2020 ECCCNYS A-1 CODE SHEET 11.POURED CONCRETE STAIRS:STAIRS TO BEA MINIMUM OF 36'WIDE.THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM SEALED IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYSC,AND 2020 MCNYS. A-2 SPECIFICATIONS LEAD BASED PAINT SPECIFICATIONS TREAD DEPTH SHALL BE 10-1/8 9.BUILDING CAVITIES ARE NOT TO BE USED FOR SUPPLY DUCTS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYSC,AND 2020 3.ALL INSULATION SHALL COMPLY WITH SECTION R302.10 OF 2020 ECCCNYS AND 2020 RCNYS, A-3 LEGENDS& PLUMBING RISER DIAGRAMS 1.THE CONTRACTOR SHALL COMPLY WITH ALL CODE REQUIREMENTS OF THE FEDERAL ENVIRONMENTAL PROTECTION AGENCY'S 40 DOORS,WINDOWS.&GLASS SPECIFICATIONS THERMAL PLANS MCNYS.HEAT DUCTING SHALL BE SECURED,SEALED AND INSULATED. 4.ALL INSULATION AND VAPOR BARRIERS SHALL BE FIRE RATED AS PER THIS AS PER SECTION R302.10.1 OF 2020 RCNYS. A-A-4 CFR PART 745,"LEAD BASED PAINT POISONING PREVENTION IN CERTAIN RESIDENTIAL STRUCTURES"REGULATION. DEMOLITION PLANS A-5 5 DEMOLITION PLANS 1.SEE DOOR AND WINDOW SCHEDULES FOR STRUCTURAL WOOD HEADER SIZES.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET 10,HVAC INSTALLER IS TO SUPFLY POST CONSTRUCTION DUCT TIGHTNESS TEST RESULTS OF LESS THAN OR EQUAL TO 8 CFM TO 5.ALL ROOFING SHALL COMPLY WITH SECTIONS CHAPTER 9 OF THE 2020 RCNYS. 2.NO CONTRACTOR SHALL PERFORM RENOVATION OR DEMOLITION WORK IN ANY STRUCTURE DEEMED TO BE"TARGET HOUSING", WITH TOP AT 6-10 1/2"A.F.F.UNLESS OTHERWISE NOTED. OUTDOORS,OR LESS THAN OR EQUAL TO 12 CFM ACROSS SYSTEMS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 A-7 FOUNDATION PLAN MEANING ANY STRUCTURE BUILT PRIOR TO 1978 WHICH IS LIKELY TO CONTAIN LEAD BASED PAINT,OR CHILD OCCUPIED HOUSING, MCNYS. 6.ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED,WEATHERSTRIPPED,OR OTHERWISE A-8 FIRST FLOOR CONSTRUCTION PLAN WITHOUT PRIOR LEAD ABATEMENT CERTIFICATION. 2.WINDOWS ARE TO BE MANUFACTURED BY ANDERSEN WITH LOW"E"GLASS,SERIES 400. SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL A-9 SECOND FLOOR CONSTRUCTION PLAN 11.PROJECT IS EXEMPT FROM BLOWER DOOR TIGHTNESS TESTAS PER NYS BUILDING STANDARDS AND CODES TECHNICAL BULLETIN PENETRATIONS,ETC. A-10 ROOF PLAN 3.THE OWNER IS NOT REQUIRED TO TEST FOR LEAD BASED PAINT,NOR IS THE PROPERTY OWNER REQUIRED TO RE-MEDIATE LEAD 3.THE EXTERIOR WIND DESIGN PRESSURE FOR WINDOWS IN: ACH 50 TESTING,EXCEPTIONS FOR NON-ISOLATED BUILDING ADDITIONS,WHERE BLOWER DOOR TESTS ARE DEEMED TO BE BASED PAINT IF NO CONSTRUCTION OR DEMOLITION IS TAKING PLACE.IF LEAD BASED PAINT IS FOUND BY THE CONTRACTOR,THEY WALL ZONE 4=13.6/-15.0 IMPRACTICAL FOR ADDITIONS AND ALTERATIONS.ADHERENCE TO AIR BARRIER AND INSULATION INSTALLATION SHALL BE 7.ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE TABLE R703.3(1)OF THE 2020 RCNYS. A-1 1 ELECTRICAL PLANS MUST SUBMIT PROOF OF SAID DISCOVERY TO THE OWNER IN WRITING.THE PROPERTY OWNER THEN HAS THE OPTION OF PAYING WALL ZONE 5=13.6/-15.0 PERFORMED BY FULL INSPECTION OF THE BUILDING ENVELOPE TO ENSURE A CODE COMPLIANT BUILDING ENVELOPE. A-12 ELECTRICAL PLANS THE CONTRACTOR,CERTIFIED IN LEAD ABATEMENT,TO REMOVE THE LEAD BASED PAINT,OR TO WITHDRAW FROM THE 8.ALL FLASHING SHALL COMPLY WITH SECTIONS R703.4,R703.8.5,R903.2,R905,AND R905.2.8 OF 2020 RCNYS. A-13 ELECTRICAL PLANS CONSTRUCTION PROJECT CONTRACTAND CANCEL THE PROJECT.ALL IN COMPLIANCE WITH SECTION 745.61(C)OF NEPA 40 CFR PART 4.U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN FROM 12.PROGRAMMABLE THERMOS ATS SHALL BE INSTALLED ON FORCED AIR FURNACES IN COMPLIANCE WITH SECTION R403.1.1 OF 2020 A-14 ELEVATIONS 745. THE DEFAULT TABLE AS PER SECTION R303.1.3 OF 2020 RCNYS. ECCCNYS,2020 RCNYS,AND 2020 MCNYS. 9.ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R-VALUES PROVIDED AS PER SECTION R303.1 OF 2020 ECCCNYS. A-15 ELEVATIONS A-16 SECTIONS SITE IT WORKSPECIFICATION,'; 5.FENESTRATION THAT IS NOT SITE BUILT IS LISTED AND LABELED AS MEETING AAMA/WDMA/CSA 101/I.S.2/A440 OR HAS INFILTRATION 13.PROGRAMMABLE THERMOS,ATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY 10.CEILING INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS.BLOWN INSULATION MARKED EVERY 300 FT2 AS PER RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCNYS,AND RESCHECK. MANUFACTURER TO CODE SPECIFICATIONS AS PER SECTION R403.1.1 OF 2020 ECCCNYS. SECTION R303.1.1.1 AND R303.2 OF 2020 ECCCNYS. A-17 SCHEDULES 1.GENERAL:THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE CONSTRUCTION DRAWINGS.EARTH BANKS SHALL BE BRACED AGAINST CAVING IN THE WORKING AREA.THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON SOLID 6.GARAGE DOORS TO BE CLOPAY OR AMARRE,INSULATED,PUSH UP,OVERHEAD SECTIONAL.PROVIDED WITH AUTOMATIC GARAGE 14.THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER FOR HEATING AND UP TO 85 DEGREES F OR 11.WALL INSULATION IS INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R303.2 OF 2020 ECCCNYS. S UNDISTURBED EARTH.EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. DOOR OPENER BY GENIE OR CHAMBERLAIN.PROVIDE TWO CAR REMOTES AND DOOR FRAME KEYPAD ENTRY.PROVIDE SAFETY MORE FORE COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE BEAM CLOSURE PROTECTION. NO HEATING OR COOLING TAKES PLACE)OF AT LEAST 5 DEGREES F.HEAT PUMPS REQUIRE ATHERMOSTAT CAPABLE OF 12.VENTED ATTICS WITH AIR PERMEABLE INSULATION INCLUDE BAFFLE ADJACENT TO SOFFITAND EAVE VENTS THAT EXTENDS OVER 2.FOUNDATION EXCAVATION:EXCAVATE THE ENTIRE AREA OF THE FOUNDATION AS SHOWN ON THE DRAWINGS.SAME TO BE MADE 18 PREVENTING BACK-UP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE, INSULATION AS PER SECTION R402.2.3 OF 2020 ECCCNYS. INCHES LARGER THAN OUTSIDE WALL DIMENSIONS IN EVERY DIRECTION AND AT 45 ANGLE OF REPOSE TO ALLOW FOR INSPECTION, 7.GARAGE ENTRY DOOR TO BE ONE HOUR RATED,SELF CLOSING,WITH LOCK SETAND DEAD BOLT. WATERPROOFING,DRAIN TILE,ETC.. 15.HOT WATER BOILERS SUPPU(ING HEAT THROUGH ONE-OR TWO-PIPE HEATING SYSTEMS HAVE OUTDOOR SETBACK CONTROL TO 13.ATTIC ACCESS HATCH AND DOOR INSULATION;>-R-VALUE OF THE ADJACENT ASSEMBLY AS PER SECTION R402.2.4 OF 2020 ECCCNYS. 8.THE HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT IS 1.00 FOR TERRAIN EXPOSURE B FOR A MEAN ROOF HEIGHT OF 25 AS LOWER BOILER WATER TEMPERATURE BASED ON OUTDOOR TEMPERATURE AS PER SECTION R403.2 OF 2020 ECCCNYS. 3.PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PROJECT SITE IS SAND AND SANDY GRAVELAT T-0"BELOW GRADE FOUNDATION PER TABLE R301.2(3)OF 2020 RCNYS. 14,AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R402.4.1.1 OF 2020 BEARING LEVEL.LOAD BEARING CAPACITY IS 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE 2020 RCNYS. 16.SUPPLY AND RETURN DUCTS IN ATTICS INSULATED>=R-8 WHERE DUCT IS-3 INCHES IN DIAMETER AND>=R-6 WHERE<3 INCHES. ECCCNYS. 9.WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION GUIDELINES AND IN SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING INSULATED-R-6 FOR DIAMETER>=3 INCHES AND R-4.2 FOR< CONCRETE SPECIFICATIONS COMPLIANCE WITH SECTIONS R308,R312,AND R609 OF 2020 RCNYS. 3 INCHES IN DIAMETER AS PER SECTION R403.3.1 OF 2020 ECCCNYS. 15.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE<_2.0 CFM LEAKAGE AT NO, DESCRIPTION DATE 1.CONCRETE WORK:ALL CONCRETE USED IN THE CONSTRUCTION FOR FOUNDATIONS,FLOORS,WALLS,TERRACES,OR DRIVES 10.ALL HAZARDOUS GLASS,WHERE REQUIRED TO BE SHATTER PROOF SAFETY OR TEMPERED GLASS,SHALL SHALL BE PERMANENTLY 17.AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT<=2%OF DESIGN AIR FLOW AS PER SECTION R403.3.2.1 OF 2020 75 PAAS PER SECTION R402.4.5 OF 2020 ECCCNYS. SHALL BE THAT DEFINED AS MINIMUM 3500 PSI AIR-ENTRAINED CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE AND LEGIBLY MARKED AS PER SECTION R308.1 OF 2020 RCNYS. ECCCNYS. 16.VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE"WARM IN WINTER"SIDE OFALL NON 1 ISSUED FOR DESIGN COMMENT. 6-17-23 COMPRESSIVE STRENGTH AT 28 DAYS.SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH VENTED FRAMED CEILINGS,WALLS,AND FLOORS.WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS OF 3500 PSI AT 28 DAYS AND REINFORCED WITH W.W.F.#6 10 X 10 UNLESS OTHERWISE NOTED ON PLANS.CEMENT SHALL BE FIRST 11.ALL GLAZING IN HAZARDOUS LOCATIONS DESCRIBED BELOW SHALL COMPLY WITH THIS SECTION AND SHALL UTILIZE SHATTER 18.DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER:ROUGH-IN TEST:TOTAL LEAKAGE MEASURED WITH A SHALL BE SEALED AND TAPED. 2 ISSUED FOR DESIGN COMMENT. 7-5-23 CLASS APPROVED BRAND PORTLAND CEMENT.FINE AGGREGATE SHALL BE CLEAN,SHARP SAND.COARSE AGGREGATE SHALL BE PROOF SAFETY OR TEMPERED GLASS AS PER SECTION R308.4 OF 2020 RCNYS. PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.ACROSS THE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF HAVE HEAT TRAPS ON BOTH INLETAND OUTLET OF THE WATER HEATER UNLESS IAL OF 0.1 INCH:. INSTALLED AT TIME OF TESTPOST CONSTRUCTION TESTTOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENT17WATER HEATERS WITH PIPE RISERS SHALL THE 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 HARD,CLEAN,WASHED HEAVY MEDIA GRAVEL OR CRUSHED STONE.MIXING SHALL BE DONE IN ABATCH-MACHINE MIXER OR SS MOBILE TRUCK MIXER UNTIL THE CEMENT IS THOROUGHLY DISTRIBUTED AND THE MASS UNIFORM IN COLOR WITH MAXIMUM 4 INCH 12.GLAZING IN FIXED OR OPERABLE PANELS OF SWINGING,SLIDING,AND BIFOLD DOORS SHALL BE CONSIDERED HAZARDOUS GLASS W.G.ACROSS THE ENTIRE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE AS PER SECTION R403.3.3 OF 2020 WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART OF A CIRCULATING SYSTEM.TYPICAL METHODS USED FOR CREATING O CING HEAT 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 SLUMP.PROVIDE EXPANSION STRIPS WHERE NECESSARY.ALL CONCRETE FORMS TO BE SPRAYED WITH WATER BASED OIL LOCATIONS AS PER SECTION R308.4.1 OF 2020 RCNYS. ECCCNYS. TRAPS ARE"U"OR"RAMS HORN"BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE NIPPLES WITH MIXTURE RELEASE AGENT.OIL CONTENT OF RELEASE AGENT MIXTURE NOT TO BE DAMAGING TO CONCRETE MIX. INTEGRAL TRAPS. 13.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED A HAZARDOUS GLASS 19.DUCT TIGHTNESS TEST RESULT OF<=4 CFM/100 FT2 ACROSS THE SYSTEM OR<=3 CFM/100 FT2 WITHOUT AIR HANDLER @ 25 PA. 2.AT CONCRETE DELIVERY TIME,A COPY OF THE DELIVERY BATCH TICKET NOTING DESIGN MIX AND COMPRESSIVE STRENGTH SHALL LOCATION WHEN THE BOTTOM EXPOSED EDGE IS LESS THAN 60"AFF AND WHEN IT EITHER THE GLAZING IS WITHIN 24"OF THE FOR ROUGH-IN TESTS,VERIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION AS PER SECTION R403.3.4 OF 2020 18.AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS AS PER SECTION R403.6F 2 O 20 0 BE GIVEN TO THE GENERAL CONTRACTOR OR THE BUILDING OWNER.THIS TICKET MUST BE PRODUCED AT THE REQUEST OF THE CLOSED DOOR,OR WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND ECCCNYS. ECCCNYS. BUILDING INSPECTOR AT THE TIME OF FOUNDATION,FOOTING,SLAB,AND OTHER CONCRETE INSPECTIONS AS PER R106.1 OF 2020 WITHIN 24"OF THE HINGE SIDE OF AN IN-SWINGING DOOR AS PER SECTION R308.4.2 OF 2020 RCNYS. RCNYS AND THE BCNYS 107 AND NYCRR PART 1203. 20.BUILDING CAVITIES ARE NOT USED AS DUCTS OR PLENUMS AS PER SECTION R403.3.5 OF 2020 ECCCNYS. 19.FURNISH AND INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.R-VALUES ON INSULATION SHALL 14.HAZARDOUS GLASS LOCATIONS:WINDOW GLAZING WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET SHALL BE DEEM TO BE A COMPLY WITH STATE AND LOCAL ENERGY CODES.FLOOR,WALL,AND CEILING INSULATION SHALL BE INSTALLED ACCORDING TO 3.CONCRETE STRENGTHS:ALL CONCRETE STRENGTH FOR CONCRETE SPECIFIED BELOW SHALL CONFORM WITH TABLE R402.2 OF HAZARDOUS GLASS LOCATION:AN INDIVIDUAL PANE IS LARGER THAN 9 SF,THE BOTTOM EDGE IS LESS THAN 18"AFF,THE TOP OF 21.CIRCULATING SERVICE HOT WATER SYSTEMS ARE TO BE INSULATED TO R-2 IN COMPLIANCE WITH SECTION 403.4 OF 2020 ECCCNYS. MANUFACTURER'S INSTRUCTIONS.R-VALUES SHALL BE CLEARLY LABELED AND VISIBLE FOR INSPECTION.BLOWN INSULATION THE 2020 RCNYS. THE GLAZING IS MORE THAN 36"AFF,A WALKING SURFACE IS WITHIN 36"OF THE WINDOW AS PER SECTION R308.4.3 OF 2020 SHALL BE MARKED EVERY 300 SF. RCNYS. 22. HVAC PIPING CONVEYING FLUIDS ABOVE 105 OF OR CHILLED FLUIDS BELOW 55 OF ARE INSULATED TO zR-3 AS PER SECTION R403.4 4.CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL BUILDING CODES INCLUDING THIS CHAPTER AS PER OF 2020 ECCCNYS. 20.FLOOR INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF CHAPTER 4 OF THE 2020 RCNYS. 15.GLAZING IN GUARDS,RAILINGS,AND BALUSTERS SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.4 THE SUBFLOOR,OR FLOOR FRAMING CAVITY INSULATION IS IN CONTACT WITH THE TOP OF SHEATHING,OR CONTINUOUS OF 2020 RCNYS. 23.ALL INSULATION OVER HVAC EQUIPMENT SHALL BE PROTECTED AS PER SECTION 403.4.1 OF 2020 ECCCNYS. INSULATION IS INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL 5.FOOTINGS AND PADS:FOOTING WIDTHS SHALL COMPLY WITH THESE TABLES.FOOTINGS SHALL BE PLACED ATA DEPTH TO PERIMETER FLOOR FRAMING MEMBERS AS PER SECTION R303.2 AND R402.2.7 OF 2020 ECCCNYS. I CAD File Name: I FOX FINAL 1.1ayout CONFORM TO ALL FEDERAL,STATE,AND LOCAL BUILDING CODES.FOOTINGS AND PADS SHALL BE FOUNDED ON FIRM, 16.GLAZING IN WALLS,ENCLOSURES,OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, 24.CIRCULATING SERVICE HOT WATER SYSTEMS HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS AS PER SECTION R403.5.1 OF UNDISTURBED,NATIVE,FREE DRAINING SOIL.CONDITIONS FOUND TO BE OTHERWISE SHALL BE REPORTED TO OWNER.SIZES OF BATHTUBS,SHOWERS,AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" 2020 ECCCNYS. 21.WALL INSULATION R-VALUE. IF THIS IS A MASS WALL WITH AT LEAST 1/2 OF THE WALL INSULATION ON THE WALL EXTERIOR,THE FOOTINGS AND PADS ARE TO BE AS SHOWN IN THE WORKING DRAWINGS.REINFORCEMENT BARS,IF SHOWN IN THE ABOVE ANY STANDING/WALKING SURFACE SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS, EXCEPT GLASS THAT US MORE EXTERIOR INSULATION REQUIREMENT APPLIES(FR10)AS PER SECTIONS R402.1.1,R402.2.5,AND R402.2.6 OF 2020 ECCCNYS. Architect's Seal CONSTRUCTION DRAWINGS,SHALE_BE RUST FREE AND PLACED NO CLOSER THAN 1-1/2 INCHES FOR#5 BARS AND SMALLER AND 2" THAN 60"ABOVE THE WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL,OR SWIMMING POOL,OR FROM THE EDGE OF A 25.FURNACE,WATER HEATER,AND FIREPLACE FLUES SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING. FOR#6 BARS AND LARGER TO SURFACE OF CONCRETE IN CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS.CONCRETE SHOWER,SAUNA,OR STEAM ROOM AS PER SECTION R308.4.5 OF 2020 RCNYS. 22.PROVIDE FOAM BAFFLES AT EAVE VENTS BETWEEN RAFTERS. CASTAGAINSTAND PERMANENTLY IN CONTACT WITH THE EARTH SHALL MAINTAIN 3"COVERAGE.ALL IN COMPLIANCE WITH TABLES 26.ANYAPPLIANCE GENERATING A GLOW,SPARK,OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED 18" R403.1(1),R403.1(2),AND R403.1(3)OF THE 2020 RCNYS. 17.GLAZING IN A STAIRWELL INCLUDING INTERMEDIARY LANDINGS WHERE THE WINDOW SILL IS LESS THAN 36"ABOVE THE STAIR ABOVE THE FLOOR. 23.INSTALL POLYISOCYANURATE LOW VOLUME SELF EXPANDING FOAM TYPE INSULATION ATALL FLOOR AND PLATE LINES,OPENINGS NOSING SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.6 OF 2020 RCNYS. IN PLATES,CORNER STUD CAVITIES,AND AROUND DOOR AND WINDOW OPENING CAVITIES. ";,, 6.FOOTING BEARING:ALL FOOTINGS ARE TO BE ON VIRGIN SOILAND ARE TO BE KEPTA MINIMUM OF 2'-0"ABOVE WATER TABLE. 27.HEATED WATER CIRCULATION SYSTEMS SHALL HAVE A CIRCULATION PUMP.THE SYSTEM RETURN PIPE IS A DEDICATED RETURN11 , 11 , FOUNDATION FOOTING TO BEAR ON VIRGIN UNDISTURBED SOIL WITH MINIMUM ONE TON(2000 POUNDS)PER SQUARE FOOT 18.GLAZING WITHIN 60"OF THE BOTTOM LANDING OF STAIRS WHERE THE WINDOW SILL IS LESS THAN 36"AFF,SHALL BE CONSIDERED PIPE OR ACOLD WATER SUPPLY PIPE.GRAVITY AND THERMOS-SYPHON CIRCULATION SYSTEMS ARE NOT PRESENT.CONTROLS FOR 24.FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN.2"X 36"PERIMETER RIGID FOAM INSULATION BEARING CAPACITY AS PER TABLE R401.4.1 OF THE 2020 RCNYS. HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.7 OF 2020 RCNYS. CIRCULATING HOT WATER SYSTEM PUMPS START THE PUMP WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. BOARD"FOAMULAR 150"AS MFG'D.BY OWENS CORNING.ALL EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS I i CONTROLS AUTOMATICALLY TURN OFF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS AT SET-POINT TEMPERATURE AND NO THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. t 7.STEP FOOTING AS REQUIRED,2:1,AS REQUIRED IN COMPLIANCE WITH SECTION R403.1.5 OF THE 2020 RCNYS. 19.ALL SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6 OF THE 2020 RCNYS. DEMAND FOR HOT WATER EXISTS AS PER SECTION R403.5.1.1 OF 2020 ECCCNYS. i 25.ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH 15#ASPHALTIC BUILDERS FELT IN ACCORDANCE WITH SECTION R703.2 ,/� �"" :! 8.FOUNDATION WALL REINFORCEMENT TO CONFORM WITH THIS TABLE R404.1.1(5)OF 2020 RCNYS. 20.EGRESS WINDOWS OPENINGS TO COMPLY WITH SECTION R310 OF 2020 RCNYS. 28.WATER DISTRIBUTION SYSTEMS THAT HAVE RECIRCULATION PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK OF 2020 RCNYS. 44714.4 ; TO THE HEATED WATER SOURCE THROUGH A COLD WATER SUPPLY PIPE HAVE A DEMAND RECIRCULATION WATER SYSTEM.PUMPS 9.ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1.1(1),R404.1.1(2),R404.1.1(3),R404.1.1(4)FOR MASONRY WALLS FINI H S P IFI ATION HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD 26.PLASTIC WRAP"TYVEK"MAY BE SUBSTITUTED FOR FELT WHEN HORIZONTAL VINYL SIDING IS INSTALLED AS PER SECTION R703.2 OF ./ AND TABLES R404.1.2(1),R404.1.2(2),R404.1.2(3),R404.1.2(4),R404.1.2(8),AND R404.1.2(9)FOR CONCRETE WALLS,OF THE 2020 WATER PIPING TO 104°F AS PER SECTION R403.5.2 OF 2020 ECCCNYS. THE 2020 RCNYS. RCNYS. 1.ALL INTERIOR FINISHES SHALL BE FIRE RATED IN COMPLIANCE WITH SECTION R302.9 OF 2020 RCNYS. - 29.DRAIN WATER HEAT RECOVERY UNITS TESTED IN ACCORDANCE WITH CSA B55.1.POTABLE WATER-SIDE PRESSURE LOSS OF DRAIN 27.PACK ALL DOOR AND WINDOW SPACES WITH INSULATION OR LOW VOLUME EXPANSION SPRAY IN INSULATION FOAM. 10.CONCRETE FLOORS:CONCRETE FLOORS SHALL BE 4 INCHES THICK UNLESS OTHERWISE NOTED ON THE PLANS,WITH A 2.ALL INTERIOR WALLAND CEILING FINISHES SHALL BE IN COMPLIANCE WITH SECTIONS R702 AND R805 OF 2020 RCNYS. WATER HEAT RECOVERY UNITS<3 PSI FOR INDIVIDUAL UNITS CONNECTED TO ONE OR TWO SHOWERS.POTABLE WATER-SIDE MONOLITHIC FINISH AND TROWELED TO A HARD SMOOTH SURFACE.PROVIDE WELDED WIRE MESH REINFORCING WHERE SHOWN PRESSURE LOSS OF DRAIN WATER HEAT RECOVERY UNITS<2 PSI FOR INDIVIDUAL UNITS CONNECTED TO THREE OR MORE 28.ROOFING SHINGLES:FURNISH ASPHALT SHINGLES IN COMPLIANCE WITH SECTION R905.2.4 OF THE 2020 RCNYS WITH SELF SEALING ON CONSTRUCTION DRAWINGS.SIZE AND SPACING OF WIRE MESH SHALL BE AS SHOWN IN THE WORKING DRAWINGS,WHERE 3.GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R702.3.5 OF 2020 RCNYS. SHOWERS AS PER SECTION R403.5.4 OF 2020 ECCCNYS. STRIPS OR INTERLOCKING.ALL ROOF SHINGLES TO COMPLY WITH ASTM D 225 OR D 3462.SHINGLES TO BE SELECTED BY OWNER SLABS ARE SUPPORTED ON FILL,THE FILL SHALL BE COMPACTED IN LAYERS. AND INSTALL STRICTLY IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS.SELF SEALING ASPHALT ROOF 4. DRY BATHROOM WALLS SHALL RECEIVE 1/2'WATER RESISTANT GREEN BOARD AS PER SECTION R702.3.7 OF 2020 RCNYS. 30.ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MEET EFFICACYAND AIR FLOW SHINGLES SHALL BE INSTALLED WITH A MINIMUM OF SIX FASTENERS PER STRIP SHINGLE OR AS PER THE MANUFACTURERS EDWARD KOENIG 11.GRAVEL FILL UNDER FLOOR SLAB:LAY A 1 INCH BED OF FINE GRAVEL ON TOP OF A 3 INCH BED OF CRUSHED STONE OVER AREA OF LIMITS AS PER SECTION R403,6.1 OF 2020 ECCCNYS. REQUIREMENTS,WHICHEVER IS GREATER. HOUSE AND GARAGE.SAME TO BE RAKED LEVEL AND MACHINE COMPACTED. 5.BATHROOM SURFACES EXPOSED TO DIRECT WATER EXPOSURE AND HIGH HUMIDITY SHALL RECEIVE 1/2"CONCRETE BACKER BOARD AS PER SECTION R702.3.7.1 OF 2020 RCNYS. 31.ALL CLOTHES DRYERS ARE TO BE EXHAUSTED IN COMPLIANCE WITH THESE SECTIONS.CLOTHES DRYER,KITCHEN AND BATHROOM 29•ROOFING FASTENERS:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM,OR ARCHITECT 12.ROD REINFORCEMENT SHALL BE MINIMUM GRADE 40 INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A615,A616, VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.AUTOMATIC OR COPPER ROOFING NAILS,MINIMUM 12 GAUGE SHANK WITH A MINIMUM 3/8"DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO A617,OR A706 AND ASTM A185 AND A82. PL 1MBIN SP IFI CATIONS GRAVITY DAMPERS ARE REQUIRED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS IN COMPLIANCE WITH 2020 ECCCNYS,2020 PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF SHEATHING.WHERE THE ROOF RCNYS,AND SHEATHING I13.JOINT REINFORCEMENT,ANCHOR TIES,AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS:ASTM A 82 FOR JOINT 1.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, 2020 MCNYS 2020 MCNYS.ALL BATHROOMS ARE TO BE VENTED AS PER 2020 ECCCNYS,AND SECTION G2439.7 OF 2020 RCNYS AND WITH ASTM F 1667.5 THAN 3/4"THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A 366 SCHEMATICS,AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE FOR SHEET METAL ANCHORS AND TIES. TRADE.WHERE NO CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE 2020 BCNYS,2020 RCNYS,AND 2020 30.SELF ADHESIVE ICE BARRIER OF POLYMER MODIFIED BITUMEN SHEET TO BE INSTALLED IN LIEU OF NORMAL UNDERLAYMENT ON PCNYS AND ALLAPPLICABLE SUPPLEMENTS AND CODE REFERENCES. ELECTRICAL SP IFI ATIONS PLYWOOD ROOFING FROM FASCIA BOARD TO A POINTAT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING TO PREVENT /*4%,,1 1: 14.GALVANIZED METAL ACCESSORIES:METAL STRAPPING FCR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO WEATHER LEAKAGE FROM ICE DAMS.ROOF SLOPES OF 8:12 OR GREATER SHALL BE PROVIDED WITH ICE BARRIER NOT LESS THAN 36" SHALL CONFORM TO ASTM A 153,CLASS B-2.METAL STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MILL GALVANIZED AND 2.ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 25,26,27,28,AND 29 OF THE 2020 RCNYS. 1.GENERAL:THE ELECTRICAL CONTRACTOR SHALL INSTALLALL WORK TO COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING.ALL IN COMPLIANCE WITH SECTION R905.1.2 OF 2020 CONFORM WITH ASTM A 641,CLASS 1.METAL PLATES,CONNECTORS,SCREWS,BOLTS,AND NAILS EXPOSED DIRECTLY TO THE INSTALLATIONS IN EFFECT IN THE LOCAL COMMUNITY.THE WORK SHALL CONFORM WITH THE REGULATIONS OF THE LATEST RCNYS. 11 " EXTERIOR WEATHER ARE TO STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO 3.PLUMBING INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICAL AND WATER HANDLING EQUIPMENT IN EDITION OF THE NATIONAL ELECTRICAL CODE AND THE ELECTRICAL UTILITY COMPANY SERVICING THE AREA.ALL MATERIALS SHALL1. FORM A ZINC COATING NOT LESS THAN 1 OZ PER SQ.FT.OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 OZ PER COMPLIANCE WITH 2020 RCNYS,2020 PCNYS,2020 ECCNYS,2020 MCNYS,AND 2020 FGCNYS. BE NEW AND OF A GRADE TO CONFORM TO THE STANDARDS OF THE UNDERWRITERS LABORATORIES, INC.,AND AT THE 31.BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS,DOORS,ETC.). SQ.FT.OF STEEL CONFORMING TO ASTM 90. COMPLETION OF THE WORK,EVIDENCE SHALL BE FURNISHED SHOWING COMPLIANCE WITH LAWS AND REGULATIONS IN EFFECT. 4.SEWER AND WASTE PIPING:DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR SANITARYAND 15.POURED CONCRETE ANCHOR BOLTS:5/8"ANCHOR BOLT WITH 3"X 3"1/8"WASHER SPACED @ T-0"O.C.AND SPACED WITH 6"TO 12" STORM SEWERS SHALL BE VITRIFIED BELLAND SPIGOT CROCK WITH ALL JOINTS WELL CAULKED AND CEMENTED. 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, OF EACH END PLATE.ANCHOR BOLTS SHALL HAVE A MIN.EMBEDMENT OF 7"INTO CONCRETE. SCHEMATICS,AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE 5.WASTE DRAINAGE SYSTEM:CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE RUN,AT EACH TRADE.WHERE NO CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK 16.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF THE LATESTACI BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED STATE,RESIDENTIAL CODE OF NEW YORK STATE,AND ALLAPPLICABLE SUPPLEMENTS INCLUDING SOUTHERN BUILDING CODE WWW.E DVIIlARD KO E N I G.C O M BUILDING CODE,ACI 318 AND MANUAL ACI 315. THROUGHOUTAND CONNECT TO THE VERTICAL STACK(S)WHICH SHALL IN TURN BE EXTENDED THROUGH THE ROOF AND CONGRESS. PROPERLY FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR DISPOSAL OF WASTE TO THE PUBLIC 17.APPLY TAR FOUNDATION WATERPROOFING AND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN SEWER.WHEN THE PUBLIC SEWER IS HIGHER THAN THE MAIN HOUSE DRAIN,A SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR 3.ALL ELECTRICAL EQUIPMENTAND INSTALLATIONS SHALL BE IN COMPLIANCE WITH NEW YORK STATE RESIDENTIAL CODE PART VIII, COMPLIANCE WITH SECTION R406.2 OF 2020 RCNYS. DRAINS WITH TRAPS AS SHOWN IN THE WORKING DRAWINGS. CHAPTERS 33-42. Architecture Firm: METALS SPECIFICATIONS 6.WATER SUPPLY SYSTEM:FROM METER,CARRY 3/4"MAIN TO KITCHEN,LAUNDRY,BATH,AND WASHROOM FIXTURES WITH 1/2" 4.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE LESS THAN OR EQUAL EDWARD KOENIG - ARCHITECT BRANCHES TO FIXTURES AS REQUIRED.CARRY 3/4"BRANCH TOP WATER HEATER AND 3/4"LINES TO HOSE BIBBS.FROM WATER TO 2.0 CFM LEAKAGE AT 75 Pa IN COMPLIANCE WITH 2020 RCNYS AND 2020 ECCCNYS. 1.STRUCTURAL STEEL:ASTM-A36.SHOP FABRICATE ALL PIECES CALLED FOR AS WELDED.PRIOR TO PAINTING,HAND CLEAN THE STEEL HEATER,CARRY 3/4"SUPPLY TO ALL ABOVE ROOMS WITH BRANCHES AS REQUIRED.ALL HOTAND COLD WATER SUPPLY PIPING P'O BOX 1051 WITH A WIRE BRUSH.REMOVE ALL LOOSE RUST,LOOSE MILL SCALE,DIRT,AND OTHER FOREIGN MATTER.APPLY ONE SHOP COAT OF SHALL BE"L"COPPER.PROVIDE HOSE BIBBS AS SPECIFIED IN THE WORKING DRAWINGS.PROVIDE SHUT OFF VALVES AT ENTRANCE 5.ALL FIXTURES,SWITCH TYPE(DECORATOR OR STANDARD),AND OUTLET TYPE(DECORATOR OR STANDARD)SHALL BE SELECTED BY A RUST INHIBITING OIL TYPE RED METAL PRIMER.REPRIMEALL FIELD WELDS AND FIELD CUTS WITH A MINIMUM OF TWO COATS OF A OF SYSTEM,AT FIXTURES,AND AT HOSE BIBB BRANCHES. OWNER. 150 VETERANS MEMORIAL HWY. RUST INHIBITING PRIMER.IN ADDITION TO THE SHOP COAT,FIELD PAINTALL STEELAND IRONWORK WITH ONE COAT OF AN ALKYD OOMMACK, NY 11725 TYPE ENAMEL BEFORE INSTALLATION. 7.WATER HEATER-VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND 6.SERVICE:VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND UPGRADE UPGRADE OPTIONS.WATER HEATER TO COMPLY WITH 2020 RCNYS,2020 PCNYS,2020 FGCNYS,AND 2020 MCNYS. OPTIONS.GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED, IN ACCORDANCE WITH 6.31-948-7030 (cell &text) 2.THE DESIGN,FABRICATION,AND ERE=CTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF SECTION E3507 AND SIZED IN ACCORDANCE WITH E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED Website: www.EDWARDKOENIG.com AISC SPECIFICATIONS. 8.FURNISH AND INSTALLANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC BLOWOFFS REQUIRED BY LOCAL IRON OR STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE 8'-0"LONG.NON-FERROUS ROD IS TO BE 1/2"MINIMUM REGULATIONS GOVERNING WATER HEATERS.GAS AND OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR DIAMETER, IN ACCORDANCE WITH 2020 RCNYS AND 2020 ECCCNYS. Email: EDKOENIG49@gmail.cOm 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES ELECTRODES AND A307 BOLTS WITH SEPARATE FIRECLAY TILE FLUE IN MASONRY CHIMNEY. LOCK WASHERS,RESPECTIVELY. 7.ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND SHALL BE U.L.APPROVED.ALL 9.GAS PIPING:ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.NO CAST IRON TO BE USED."GREEN"PIPE WHERE EQUIPMENT SHALL COMPLY WITH N.E.C. 110.3.. 4.TERMITE PROTECTION SHALL BE BY METAL TERMITE SHIED AS PER SECTION R317.1 AND R318.1 OF 2020 RCNYS. UNDERGROUND OR EXPOSED TO WEATHER.ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER.CONNECT TO Project Title: LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES.ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD.ALL TO BE IN 8.PROVIDE SMOKE DETECTORS,HARD WIRED WITH BATTERY BACK UP,IN EACH BEDROOM,AND IN EACH COMMON HALLWAY ON EACH DEMOLITION SPECIFICATIONS COMPLIANCE WITH 2020 RCNYS,2020,2020 FGCNYS,AND 2020 PCNYS. FLOOR OF HOUSE. INTERCONNECTALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION R314, SECTION R314.2.2 ANDAPPENDIX J OF 2020 RCNYS. ONE STORY ADDITION AND RENO�'A T I 1.CONTRACTOR SHALL VERIFY LOCATION OF ALL STRUCTURAL ELEMENTS PRIOR TO DEMOLITION AND NOTIFY THE HOME OWNER AND 10.FIXTURES:FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE WORKING DRAWINGS AND REQUIRED BY EDWARD KOENIG ARCHITECT OF ANY CONDITIONS INCONS STENT WITH THESE PLANS. INSTALLATION AND SELECTED BY OWNER.INCLUDE COMPLETE LIST IN THIS SPECIFICATION. 9.75%OF LAMPS IN PERMANENT FIXTURES OR 75%OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS.DOES NOT APPLY TO JARED FOX 2.PROCEED WITH DEMOLITION FROM'rOP TO BOTTOM.REMOVE EXISTING ROOF AS REQUIRED FOR NEW ADDITION.DO NOT REMOVE 11.TESTS:BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 LBS.PRESSURE. LOW-VOLTAGE LIGHTING AS PER SECTION R404.1 OF 2020 ECCCNYS, 1 625 LEEWARD DRIVE ITEMS SUPPORTING OTHER ITEMS WITHOUT PROVIDING TEMPORARY OR PERMANENT BRACING AS REQUIRED. 10.PROVIDE CARBON MONOXIDE DETECTOR,HARD WIRED WITH BATTERY BACK UP, IN EACH COMMON HALLWAY ON EACH FLOOR OF S,OUTHOLD, NY 11971 12,CLEANING AND PROTECTION:ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,AND ALL HOUSE.INTERCONNECTALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION 915 OF 2020 IFC. 631-335-0972 3.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES INCLUDING NFPA 241 FOR ALL DEMOLITION WORK. METAL WORK POLISHED AND LEFT IN A NEATAND CLEAN CONDITION DURING CONSTRUCTION. 11.UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLYAND RENDER IT FREE FROM SHORTS,GROUNDS,OR IMPROPER JARED.C.FOX@GMAIL.COM CARPENTRY SPECIFICATIONS 13.TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC CONNECTIONS. DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 MIXING TYPE.THE WATER TEMPERATURE SHALL BE ATA MAXIMUM OF 120°F. 1.ALL FRAMING LUMBER SHALL BE:AS SPECIFIED IN THE WOOD FRAMING NOTES AND CONSTRUCTION NOTES OF THE 12.OWNER/BUILDER SHALL DO A WALK THROUGH WITH ELECTRICAL,TELEPHONE,AN,AND CABLE INSTALLERS TO VERIFY EXACT CONSTRUCTION DRAWINGS.SPECIES TO BE DOUGLAS FIR LARCH#2 Fb=900 MINIMUM WITH ADJUSTMENT FACTORS AND E= 14.HOT WATER PIPING SHALL BE INSULATED TO EQUAL TO OR GREATER THAN R-3,BY THE PLUMBING CONTRACTOR IN ACCORDANCE LOCATIONS FOR INSTALLATION OF OUTLETS,LIGHTS,SWITCHES,CABLE,DATE,PHONE,AUDIO,AND VISUAL. 1,600,000 MINIMUM.ALL WOOD IN CONTACT WITH CONCRETE,MASONRY,OR SOILAND STRUCTURAL MEMBERS SUPPORTING WITH SECTIONS N1103.5.3 OF THE 2020 RCNYS AND SECTION 403.5.3 OF THE 2020 ECCCNYS. Sheet Title PORCHES AND BALCONIES SHALL BE ACQ PRESSURE TREATED WOOD. 13.THE PRIMARY LIGHTING FOR KITCHENS AND BATHROOMS SHALL HAVE A MIN EFFICIENCY OF 40 LUMENS PER WATT. 15.ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION N1103.5 OF THE 2020 RCNYS. 2.CUTTING OF JOISTS TO A DEPTH OF NO MORE THAN 1/6 OF THE JOIST DEPTH SHALL BE PERMITTED EXCEPT IN THE MIDDLE THIRD 14.LIGHTING WILL BE PROVIDED FOR MECHANICAL EQUIPMENT LOCATED IN AN ATTIC OR UNDER FLOOR SPACE.A LIGHT SWITCH SHALL SPECIFICATIONS OF THE SPAN.NO STUD SHALL BE CUT MORE THAN(A)25%OF ITS DEPTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS: 16.MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS SHALL BE PROVIDED ONSITE AS PER SECTION R303.3 BE PROVIDED AT THE ACCESS OPENING. (B)40%OF ITS DEPTH IN NON LOAD BEARING PARTITIONS.NO STUD SHALL BE BORED MORE THAN(A)40%OF THE STUD WIDTH IN OF 2020 ECCCNYS. EXTERIOR WALLS AND LOAD BEARING PARTITIONS:(B)60%OF THE STUD WIDTH IN NON LOAD BEARING PARTITIONS.ALL JOISTS TO 15. EXTERIOR OUTLETS SHALL BE GFI WITH WATERPROOF COVERS. BE SIZED TO WIDTH AND FRAMED ON THE ENDS WITH MATERIAL OF THE SAME SIZE AS THE JOISTS. HVA SPECIFICATIONS . ENERGY CONSERV CONST.CODE OF NYS ` 3.SUBFLOORS:SUBFLOORS SHALL BE 3/4 INCH TONGUE AND GROOVED PLYWOOD WATERPROOF NAILED TO JOISTS WITH JOINTS 1.GENERAL:THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONFORMANCE WITH LOCAL CODES STAGGERED TWO JOIST SPACES MINIMUM((IT IS RECOMMENDED THAT FLOOR SHEATHING BE GLUED AND SCREWED TO FLOOR ANDALL MATERIALAND LABOR UNDER THE SCOPE OF THE CONTRACT.THE CONTRACTOR SHALL INSTALLA HEATING SYSTEM 1.I,EDWARD KOENIG,A LICENSED ARCHITECT IN NEW YORK STATE,FIRMLYATTEST,WHEN MY OFFICIAL SEALAND SIGNATURE ARE JOISTS TO MINIMIZE FLOOR SQUEAKS). COMPATIBLE WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITYAND DONE BY MECHANICS SKILLED SHOWN ON THESE PLANS I AA AFFIRMING,TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,THAT THESE IN THE TRADE. CONSTRUCTION DRAWINGS,SPECIFICATIONS,AND ATTACHED RESCHECK CALCULATIONS,ARE IN COMPLIANCE WITH THE 2020 4.DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS,BATHROOM BATH TUBS/JACUZZI TUBS,AND KITCHEN BASE CABINET RESIDENTIAL CODE OF NEW YORK STATE AND THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. Drawing No. ISLANDS.PROVIDE FIRESTOPPING AND AROUND ALL OPENINGS AS REQUIRED BY CODE.PROVIDE AT LEAST DOUBLE JOISTS AND 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, HEADERS AT WATER CLOSET DRAINS, BATHTUBS,AND ALL VENTAND MECHANICAL OPENINGS 2'-0"OR MORE IN WIDTH,UNLESS SCHEMATICS,AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE 2.CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND MECHANICAL OTHERWISE SHOWN ON DRAWING. TRADE. SYSTEMS.SYSTEMS SERVING MULTIPLE DWELLING UNITS MUST DEMONSTRATE COMPLIANCE WITH THE ECCCNYS COMMERCIAL =2 PROVISIONS AS PER SECTIO14S R103.1,R103.2,AND R403.7 OF 2020 ECCCNYS. . A OF 17 SHEETS 2"X 4" P.T. MUDSILL WALL LEGEND Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an SYMBOL DESCRIPTION "architectural work"under section 102 of the copyright act, 17 2"X 4" PRESSOR A MUDSILL WITH 5 8" 12"MAX. 4'-0" MIN. 12" MAX. - - - - U.S.A.as amended December 1990 and known as Architectural 5/8"ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED SPACED @ 3'-0"O.C.AND SPACED WITH 6"TO 12° 6" MIN. 6" MIN. @ 3'-0"O.C.AND SPACED WITH 6"TO 12"OF EACH C- - - - WALL TO BE REMOVED Works Copyright OF EACH END PLATE.ANCHOR BOLTS SHALL Z Protection Act of 1990.These drawings are END PLATE.ANCHOR BOLTS SHALL HAVE A MIN. 3-4 O.C. MAX. , a 4 a a provided as an instrument for construction for the construction HAVE A MIN. EMBEDMENT OF 7 „ i i ° a a - - - Ib s EMBEDMENT OF 7 INTO CONCRETE Z a a° a a o d XQ - , project at the address shown on the title block of the drawings and #5 REBAR HORIZONTAL AT'TOP OF FOUNDATION 1-1/2" - ° a Z they may not be used for any project other than that listed at the #5 REBAR HORIZONTAL AT TOP OF FOUNDATION - ° - EXISTING FOUNDATION WALL AND FOOTING TO REMAIN. WALL CONTINUOUS AT CORNERS ° = ~~ -s MIN. - - - - address shown on the title block without the written consent and _ <I I Ll WALL ; ._ a Q compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and EXISTING GRADE SLOPED AWAY FROM 11 ° III 8" POURED CONCRETE FOUNDATION WALL 3500 4. EXISTING INTERIOR WALL TO REMAIN. composition of spaces and elements of the designs. Under such STRUCTURE =II 4 =L: a. -111 III-I PSI AT 28 DAYS MIN. a protection, unauthorized use of these plans,work or home 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 -III-II °-III: represented, can legally result in the cessation of construction or Z - ° ° W.W.F. OVER 4"CRUSHED GRAVEL OVER �I II� ° IIIb: a 1. 5/8"ANCHOR BOLTS @ 4'-0"O.C. EXISTING EXTERIOR WALL TO REMAIN. buildings being seized and/or monetary compensation to Edward -- TI=-'-I NOTE: SEE FOUNDATION PLAN FOR VERTICAL AND COMPACTED EARTH o illl=ll ° ° =ll= a Koenig. _r =III _li HORIZONTAL REBAR REINFORCEMENT IN - ° 2 MINIMUM 7" EMBEDMENT INTO CONCRETE WITH 3"SQ _ _ _ _ " - I Illlll UNBALANCED CELLAR FOUNDATION WALLS SQUARE III VIII -III-III a WASHERS AND END NUT SETUP UPGRADE EXISTING FOUNDATION WALL WITH 4"AIR GAP WITH 2"X 4" STUDS @ 16"O.C. 8" POURED CONCRETE FOUNDATION WALL 3500 =II- -I 11111 3" MIN. WITH 3-1/2" R-15 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BEWEEN STUDS, SHEET INDEX PSI AT 28 DAYS MIN. L a °L 3.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR COVERED WITH 1/2"GYPSUM BOARD. NO. TITLE II 16"X 8" POURED CONCRETE FOOTING 3500 PSI AT 16"X 8" POURED CONCRETE FOOTING, 3'-0"DEEP =1T-L= 1 i- 28 DAYS MIN.WITH(2)#5 REBAR BEARING ON REPLACED BY HOLD DOWNS FOR SHEARWALLS FOUNDATION WALL-8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. A-1 CODE SHEET MIN.,3500 PSI AT 28 DAYS MIN.WITH (2)#5 REBAR -"1-�=1-III- „11-' -' - - -UNDISTURBED VIRGIN SOIL. REBAR CONCRETE WITH#5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL AND CONTINUOUS AT A-2 SPECIFICATIONS BEARING ON UNDISTURBED VIRGIN SOIL. REBARCOVERAGE TO BE 3" MIN 4. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MIN.AND CORNERS, OVER 16"X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) A-3 LEGENDS & PLUMBING RISER DIAGRAMS CONCRETE COVERAGE TO BE 3" MIN 12" MAX. FROM ENDS OR CORNERS - - - - J #5 REBAR BEARING ON UNDISTURBED VIRGIN SOIL T-0" DEEP MINIMUM. REBAR A-4 THERMAL PLANS CONCRETE COVERAGE TO BE 3" MIN.. A-5 DEMOLITION PLANS NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY VINYL SIDING (SEE A-6 DEMOLITION PLANS GARAGE FOUNDATION (A)SCALE:8" FOUNDATION WALL REINF. - ELEV. (2DANCHOR BOLT SPACING REQ. ELEVA ICONSFOR MFG. SHEATHN) OVER -TYAL)O O SEXR4WOODSTUDS@ERIOC. A-8 FOUNDATIGRAD ORCONSTRUCTION PLAN QDFIRSTP OVER 1/2" SCALE: 1/2 - 1 0 1/2 - V-0" SCALE: 3/4' - V-0" WITH OPTIONAL 3-1/2" R-13 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS A-9 SECOND FLOOR CONSTRUCTION PLAN BETWEEN STUDS COVERED WITH 5/8"TYPE"X"GYPSUM BOARD. FASTEN 1/2" PLYWOOD A-10 ROOF PLAN WITH 8D COMMON NAILS @ 6" O.C.AT EDGE AND 12"O.C. IN FIELD AND FASTEN 1/2" A-11 1 ELECTRICAL PLANS 3� GYPSUM ATTACHED WITH 5D COOLER NAILS 7"O.C.AT EDGE AND 10"O.C. IN FIELD. A-12 I ELECTRICAL PLANS ALL STRAPPING TO BE INSTALLED 16" NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 6"WOOD STUDS 16"O.C. WITH 5- A-13 ELECTRICAL PLANS 1/2 R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS A-14 ELEVATIONS O.C. UNLESS OTHERWISE NOTED COVERED WITH (1)ONE LAYER OF 1/2"GYPSUM BOARD ON LAUNDRY ROOM SIDE AND(1) A-15 ELEVATIONS #CS20 1-1/4"X 20 GAUGE STEEL COILED STRAPEACH WALL STUD SHALL BE ONE LAYER OF 5/8"TYPE "X"GYPSUM BOARD ON GARAGE SIDE.. A-16 SECTIONS WRAPPED UNDER SILLAND OVER STUD WITH 12" Nails are countersunk for A-17 SCHEDULES a low-profile strap surface. CONNECTED TO THE GIRDER BELOW r Z Z 7 NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4"WOOD STUDS 16"O.C.WITH (1) /MIN. STUDS BEARING P STHD14 (UPLIFT CONNECTOR) EMBEDDED WITH BY ANY OF THE STRAPS SHOWN ONE LAYER OF 1/2"GYPSUM BOARD EACH SIDE. N 14" INTO CONCRETE (TYPICALAT CORNERS ABOVE.A CONTINUOUSLY CONNECTED NEW SHOWER ENCLOSURE LOW WOOD FRAMED WALL, 36" HIGH WITH MARBLE OR OF BUILDING AND AT ENDS OF PATH MUST BE PROVIDED FROM THE ALL STRAPPING TO BE INSTALLED 16"O.C. o o GRANITE CAP, FINISHED TO 7'6"AFF WITH SHOWER GLASS PANEL, CONSTRUCT BY 2"X 4" SHEARWALLS) STUD TO THE GIRDER BELOW. „ UNLESS OTHERWISE NOTED WOOD STUDS 16 O.C.WITH (1)ONE LAYER OF 1/2 CONCRETE BACKER BOARD EACH N A CONTINUOUSLY CONNECTED PATH MUST BE - _° ALL STRAP STOCK NUMBERS SHOWN SIDE. PROVIDED FROM THE STUD TO THE GIRDER Embedment - j>q A CONTINUOUSLY CONNECTED PATH MUST ARE FROM "SIMPSON STRONG TIE _ _ BELOW. Eine ldI Ie e BE PROVIDED FROM THE STUD TO THE ® CONNECTORS" ° Concrete) CONCRETE FOUNDATION BELOW. ® SYMBO ND NO. DESCRIPTION DATE ALL STRAP STOCK NUMBERS SHOWN ARE FROM 1a^ "SIMPSON STRONG TIE CONNECTORS" ALL STRAP STOCK NUMBERS SHOWN ARE MTS12 (UPLIFT CONNECTOR BUILDING SECTION FROM "SIMPSON STRONG TIE TYPICAL AT EACH LAPPED JOIST) SECTION NUMBER 1 1 1 ISSUED FOR DESIGN COMMENT. 6-17-23 NOTE:ANCHOR BOLT NOT SHOWN CONNECTORS" ® SHEET NUMBER A-7 A-7 2 ISSUED FOR DESIGN COMMENT. 7-5-23 ° PS418 NOTE:ANCHOR BOLTS NOT SHOWN 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 "V Min. BUILDING DETAIL enddistance DETAIL NUMBER 1 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 TYPICAL MUDSILL TO FOUNDATION STHD14 SLABAPPLICATION FLOOR JOISTS LAPPED SHEET NUMBER A-7 @D WALL CONNECTION DETAIL (&TYP. FOUNDATION TIE-DOWN METHOD 6 OVER BEAM DETAILNOT TO SCALE NOT TO SCALE A-3 NOT TO SCALE DOOR NUMBER U1 'OP PLATE WINDOW NUMBER O PUCE L. 110 MPH FASTEST- CONNECTION SPACING 12 18 19.2 24 BLOCKING @ 48 O.C. MAX IN FIRST MILE WIND SPEED (STUD SPACING IN INCHES) TWO FRAMING SPACES AT EACH wALLHEIGHT UNIT LATERAL MULTIPLIER 1.00 1.33 1.80 2.00 END 2 X 4 CONTINOUS LATERAL (2) 10d NAILS 31.0. 171 (FT) FRAMING LOADS „ „ BRACE @ 6"'-0"O.C. 10 0 213 REVISION NUMBER 1 CAD File Name: FOX FINAL 1.layout 10)8d NAILS FLOOR FRAMING ,4'-0" 284 CEILING JOISTS T 1e1-0" 317 q _718'-0" 350 REVISION CLOUD GYPSUM BOARD 20'-0" 383Sea[ F�_r.� Architect's Seal 1 CD 1. TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR 5d COOLER NAILS @ 5"O.C. FRAMING NOT LOCATED WITHIN T-0" OF CORNERS FOR BUILDINGS LESS THAN 30'-0" IN t WIDTH (W), OR WITHIN W/10 OF CORNERS FOR BUILDINGS GREATER THAN 30'-0" IN VERTICAL ELEVATION ELEV. 0'-0" 2"X BLOCKING AT LAST TWO WIDTH. C, I, -1 5/8" MIN.T&G PLYWOOD FLOOR CEILING JOIST BAYS w SHEATHING GLUED AND SCREWED 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL.TO " " BLOCK NAILED TO EACH BRACE DETERMINE CONNECTION REQUIREMENTS, MULTIPLY THE TABULATED UNIT LATERAL KEYNOTE NUMBER 2 X 4 WITH STAGGERED JOINTS WITH (4) 10d NAILS FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE BELOW CORRESPONDING TO THE 2"X BLOCKING FULL DEPTH OF JOIST 5d COOLER NAILS @ 7"O.C. INTO BLOCKING SPACING OF THE CONNECTION. 1-1/4"X 20 GAUGE STEEL COILED STRAP#CS20 AS MFG'D. 3. TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0".FOR MEAN ROOF FLOOR JOIST BY SIMPSON WITH MIN. 12" BEARING ON STUDS HEIGHTS OF 15'-0"OR LESS,THE TABULATED VALUES SHALL BE PERMITTED TO BE (10)8d NAILS MULTIPLIED BY 0.80. CEILING AND FLOOR CEILING BRACING AT GABLE END RIM JOIST 4. WHEN TABULATED UNIT CALCULATING LL gDSFOORENDTHE HEOF ERGIRDS/RISPANS, MULTIPLYTHE (PBRACING AT' END WALLS @�GARI E END WALLS ENDWALLSTUDS (&TOP PLATE SPACING DETAIL EDWARD KOENIG NOT TO SCALE NOT TOSCALE SCALE: NOT TO SCALE ARCHITECT { www.EDWARDKOENIG.COM Architecture Firm: .EDWARD KOE.N_IIG - ARCHITECT, PIO BOX 1051 150 VETERANS MEMORIAL HWY. GOMMACK, NY 11725 3" ROOF VENT THROUGH ROOF. 3" ROOF VENT THROUGH ROOF. 3" ROOF VENT THROUGH ROOF. 3"ROOF VENT THROUGH ROOF. GOMM8-7030 (cell & text) TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH Website: www.EDWARDKOENIG.com (cell SECTION P3103.1 OF 2020 RCNYS.VENT SECTION P3103.1 OF 2020 RCNYS.VENT SECTION P3103.1 OF 2020 RCNYS.VENT SECTION P3103.1 OF TO RCNYS.VENT PENETRATION THROUGH ROOF SHALL BE PENETRATION THROUGH ROOF SHALL BE PENETRATION THROUGH ROOF SHALL BE Elmail: EDKOENIG49@gmail.com SIZED IN COMPLIANCE WITH SECTION 3 ROOF VENT THROUGH ROOF. SIZED IN COMPLIANCE WITH SECTION SIZED IN COMPLIANCE WITH SECTION PENETRATION THROUGH ROOF SHALL BE P3103.2 OF 2020 RCNYS TO MITIGATE TERMINATION HEIGHT TO COMPLY WITH SIZED IN COMPLIANCE WITH SECTION SECTION P3103.1 OF 2020 RCNYS.VENT P3103.2 OF 2020 RCNYS TO MITIGATE P3103.2 OF 2020 RCNYS TO MITIGATE P3103.2 OF 2020 RCNYS TO MITIGATE --- EFFECTS OF FROST CLOSURE. "w--PENETRATION THROUGH ROOF SHALL BE EFFECTS OF FROST CLOSURE. EFFECTS OF FROST CLOSURE. EFFECTS OF FROST CLOSURE. Project Title: TRAP SIZE PLUMBING FIXTURE MINIMUM SIZED IN COMPLIANCE WITH SECTION FIRST P3103.2 OF 2020 RCNYS TO MITIGATEONE STORY ADDITION AND RENO\JATJ (inches) P3103.2 FLOOR EFFECTS OF FROST CLOSURE. ATTIC ATTIC ATTIC Bathtub (with or without shower head and.or � _ _ _ JARED FOX whirlpool attachments) 2 3f4"- C/v - - - - lw - - c/W - 3/� - - cnvv - - c - - - c - - - - 3f4"- - cm - - cm - - - - - c/w - - - - 3/* - - c/w - - cm cm - - cm --3W c)w - - - - c - - - c ,1 1525 LEEWARD DRIVE II H/W - - -r-� H/W -� -� - - �/ - - - H/W - - H/W - - - H/W - - - - -3 '- - - H/W - - - H/W - - - - - H/W - - - " - - - -� - - - - - " - - - -T� - I - - WATER CLOSET 3 , , , _ 3/4- - - - "'" � " "'"' S OUTHOLD, NY 11971 I- 3/�- - HNV H/W - HIW - - - H/W- �: _ 631-335-0972 r J/ARED.C.FOX@GMAIL.COM Clothes washer standpipe 2 r Dishwasher (on separate trap) 1 /2 -r I LA RY D ISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Floor drain 2 UAB• I c� $1 K I�A�'. l�A�'. I I I SAV'• UAB• I c� Kitchen sink (one or two traps, with or ASH TAT I W C. N _ TAT T ( WC. W C. Sheet Title without dishwasher and food waste disposer) 11/2 I � I - Laundry tub (one or more compartments) 11/2 FIRST o CELLAR y HOWE FIRST D W REFRIG. SECOND �' T g FIRST v HOWE LEGENDS-& FLOOR FLOOR FLOOR FLOOR FLOOR Lavatory 11/4TO EXISTING " TO EXISTING ,r , TO EXISTING " TO EXISTING ,r �� ,r , TO EXISTING , ,� „ , P L U M B I N G RISE Shower(based on the total flow rate through WASTE MAIN C.O. WASTE MAIN WASTE MAIN r WASTE MAIN C O WASTE MAIN DIAGRAMS showerheads and bodysprays) " C o C.O. Flow rate: 5.7 gpm and less 11/2 Drawing No. More than5-7 gpm Lip to 12.3 gpm 2 LAUNDRY RISER DIAGRAM BATHROOM RISER DIAGRAM KITCHEN RISER DIAGRAM BATHROOM RISER DIAGRAM BATHROOM RISER DIAGRAM More than 12-3 gpm up to 25.8 gpm 3 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE More than 25.6 gpm up to 55-6 gpm 4 NOT TO SCALE A=3 OF 17 SHEETS TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION Copyright of Architectural Drawings-These plans are protected by COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA federal law and are subject to copyright protection as an Generated by REScheck-Web Software A continuous air barrier shall be installed in the "architectural work"under section 102 of the copyright act, 17 building envelope. U.S.A. as amended December 1990 and known as Architectural ■ C o rri I 'a n e e Certificate General requirements The exterior thermal envelope contains a continuous Air-permeable insulation shall not be used as a Works Copyright rl ht Protection Act of 1990.These drawings are air barrier, sealing material. provided as an instrument for construction for the construction Breaks or joints in the air barrier shall be sealed. project at the address shown on the title block of the drawings and they may not be used for any project other than that listed at the The air barrier in any dropped ceiling/soffit shall be address shown on the title block without the written consent and aligned with the insulation and any gaps in the air/attic barrier compensation of the architect.This protection includes but is notbarrier shall be sealed. The insulation in any dropped ceiling/soffit shall aligned with the air barrier. limited to the overall form as well h Project FOX GARAGE CONVERSION Access openings,drop down stairs or knee wall doors be as the arrangement and g to unconditioned attic spaces shall be sealed. composition of spaces and elements of the designs. Under such Cavities within corners and headers y protection, unauthorized use of these plans,work or home frame Energy Code: 2018 IECC The junction of the foundation and sill plate shall be walls shall he insulated by completely filling the represented, can legally result in the cessation of construction or Location: Southold, New York sealed. cavity with a material having a thermal resistance buildings being seized and/or monetary compensation to Edward Construction Type: Single-family Walls The junction of the top plate and the top of exterior of R-3 per inch minimum. Koenig. Project Type: Addition walls shall be sealed, Exterior thermal envelope insulation for framed Orientation: Bldg„ faces 218 deg. from North Knee walls shall be sealed. walls shall be installed in substantial contact and Climate Zone: 4 (5;572 HDD) The space between window/door jambs and framing, S continuous alignment with the air barrier. SHEETINDEX Permit Date: Windows,skylights and doors and skylights and framing shall be sealed, NO. TITLE A-1 CODE SHEET Permit Number: Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. A A-2 SPECIFICATIONS Construction Site: Owner/Agent: Designer/Contractor: Floor framing cavity insulation shall be installed A-4 A-3 LEGENDS & PLUMBING RISER DIAGRAMS to maintain permanent contact with the underside A-4 THERMAL PLANS 1525 LEEWARD DRIVE JARED FOX EDWARD KOENIG-R.A. of subfloor decking,or floor framing cavity A-5 DEMOLITION PLANS SOUTHOLD, NY 11971 1525 LEEWARD DRIVE EDWARD KOENIG-ARCHITECT Floors(including above garage and The air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with - - A-6 DEMOLITION PLANS SOUTHOLD, NY 11971 PO BOX 1051 cantilevered floors) of insulation. the top side of sheathing,orcontinuous insulation 631-335-0972 150 VETERANS MEMORIAL HWY installed on the underside of floor framing and A-7 FOUNDATION PLAN JARED.C.FOX@GMAIL.COM COMMACK, NY 11725 extends from the bottom to the top of all 31-948-7030 (cell &text) O DITI DITI N A-8 FIRST FLOOR CONSTRUCTION PLAN perimeter floor framing members. A-9 SECOND FLOOR CONSTRUCTION PLAN I : EDKOENIG49@gmail.com Exposed earth in unvented crawl spaces shall be E Email: y Where provided instead of floor insulation, CONDITIONED A-10 ROOF PLAN Crawl space walls covered with a Class I vapor retarder with insulation shall be permanent] attached to the EXISTING BDRM#4 A-11 ELECTRICAL PLANS 77 overlapping joints taped. crawlspace walls. A-12 ELECTRICAL PLANS t Duct shafts,utility penetrations,and flue shafts A-13 ELECTRICAL PLANS REPRESE Shafts,penetrations opening to exterior or unconditioned space shall be `"E" 00 ..:A sealed. ENVELOP A-14 ELEVATIONS Compliance 2,9%Better Than t:ode Maximum UA: 105 Your UA: 102 Maximum SHGC. 0.40 Your SHGC: 0.24 CONDITIONED A-15 ELEVATIONS The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. Batts in narrow cavities shall be cut to fit,orEXISTING BDRM# A-16 SECTIONS It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Narrow cavities narrow cavities shall be filled by insulation that on installation readily conforms to the available A-17 ISCHEDULES Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade cavity space. assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. •••••• Garage separation Air sealing shall be provided between the garage and C qDITIONE conditioned spaces. RELO Recessed light fixtures installed in the building Recessed light fixtures installed in the buildingONDITIONED CONDITIONED Recessed lighting thermal envelope Envelope As s e m b I i e s p shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. �E EXISTING BDRM#3 Batt insulation shall be cut neatly to fit around It - +r � wiring and plumbing in exterior walls,or a I { um lbi g nd wrr g . • i 4777 ,. . II • •; ' P insulation that on installation readily conforms to available space shall extend behind piping and wiring. Ceiling 1: Flat Ceiling or Scissor Truss 94 92.2 30.0 0.013 0.026 1 2 The air barrier installed at exterior walls adjacent to NO. DESCRIPTION DATE Shower/tub on exterior wall showers and tubs shall separate them from the Exterior walls adjacent to showers and tubs shall - Ceiling 1: Cathedral Ceiling 334 343.0 30.0 0.003 0.026 1 9 p d l insuate . be showers and tubs. 1 ISSUED FOR DESIGN COMMENT. 6-17-23 GARAGE CONVERSION WALLS(3): Wood Frame, 16" The air barrier shall be installed behind electrical or D.C.Orientation: Back 149 15.0 0.0 0.077 0.060 5 4 Electrical/phone box on exterior walls communication boxes or air-sealed boxes shall be 2 ISSUED FOR DESIGN COMMENT. 7-5-23 O installed, Door 5: Glass HVAC register boots that penetrate building thermal 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 SHGC: 0.23 79 0.320 0.320 25 25 HVAC register boots envelope shall be sealed to the subfloor or drywall. Orientation: Back 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 NEW INTERIOR WALL BETWEEN GARAGE AND When required to be sealed,concealed fire sprinklers shall only be sealed in a manner that is recommended MUDROOM.: Wood Frame, 16" D.C. 118 21.0 0.0 0.057 0.060 6 6 Concealed sprinklers by the manufacturer.Caulking or other adhesive Orientation: Front sealants shall not be used to fill voids between fire Door 1: Solid lg 0.300 0.320 5 6 sprinkler cover plates and walls or ceilings. Orientation: Front a. In addition,inspection of log walls shall be in accordance with the provisions of ICC400. GARAGE CONVERSION WALLS: Wood Frame, 16"D.C. 51 15.0 0.0 0.077 0.060 4 3 Orientation: Right side GARAGE CONVERSION WALLS(2): Wood Frame, 16" o.c. 366 15.0 0.0 0.077 0.060 26 20 Orientation: Left side Window 13: Wood Frame:Doulole Pane with Low-E 8-1/4"R-30c KRAFT PAPER BACKED SHGC: 0.28 16 0.300 0.320 5 5 FIBERGLASS INSULATION BATTSCAD File Name: FOX FINAL 1.1a out Orientation: Left side / \ BETWEEN CEILING JOISTS y Window 14: Wood Frame:Double Pane with Low-E / SHGC: 0.28 16 0.300 0.320 5 5 8-1/4" R-30c KRAFT PAPER BACKED FIBERGLASS // \\ DASHED LINE REPRESENTS Architect's Seal _ Orientation: Left side INSULATION BATTS BETWEEN ROOF RAFTERS // \\ THERMAL ENVELOPE BOUNDARY DFloor 1:All-Wood Joist/Truss:Over Unconditioned \ �( 435 21.0 0.0 0.044 0.047 19 20 Space 3-1/2" R-15 KRAFT PAPER BACKED FIBERGLASS SECOND FLOOR THERMAL ENVELOPE PLAN Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other INSULATION BATTS BETWEEN STUDS calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in SCALE: 1/8"= V-0" REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. LU - CONDITIONED UNCONDITIONED �z RENOVATED LIVING PROPOSED GARAGE N Name-Title Signature Date 5-1/2" R-21 KRAFT PAPER BACKED �r FIBERGLASS INSULATION BATTS BETWEEN STUDS y° 2018 IECC EnergyLIT CONDITIONE V V 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN FLOOR JOISTS Efficiency Certificate EDWARD KOENIG nTHERMAL ENVELOPE SECTION EXISTING DECK ARCHITECT i - SCALE. 1/8"= 1- , ,:h a• v - A4 '4' 21, Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 I A 4 QJ ONDITIONED A-4 Ceiling / Roof 373.00 UP Ductwork unconditioned spaces) - - - - - - - - - � µ o UNCONDITIONED 3-1/2" R-15 KRAFT PAPER BACKED CONDITIONED C TION i17 .�.o3�,.J....+.ua:,:r..b:.a.e.rt+.....a.,✓. &.4 :...n.,afLy ,. ,..�..x�_ ,n '. ...-. t - -,.�'�.,ya4 Window 0.30 0.28 FIBERGLASS INSULATION BATTS--, PROPOSED KITCHEN Door 0.32 0.23L- BETWEEN STUDS DI IONEI CONDITIONED lk CONDITIONED ---__-� EXISTING BDRM#1 WWW.EDWARDKOENIG.COM ERCIPOSED LIVING Heating System: DASHED LINE C 4DITTO D Cooling System: REPRESENTS NC NDITIONED DASHED LINE REPRESENTS Architecture Firm: THERMAL ENVELOPE I THERMAL ENVELOPE BOUNDARY EDWARD KOENIG - ARCHITECT Water Heater: BOUNDARY PO BOX 1051 CONDITIONED "E" 150 VETERANS MEMORIAL HWY. .� a m _ Name: Date: I I UN ONDITIONED I NDITI �NCONDI 10 I PROPOSED DINING Comments I CRA I I ISTING 3DR6 CONDITIONED © MMACK, NY 11725 F 948-7030 (cell & text) G I II Website: www.EDWARDKOENIG.com f - - - _ - - y Email: EDKOENIG49@gmail.com P 171[CI� ED I UNCONDITIONED - EXISTING SLAB Project Title: J L - - - - - - - - - - PROPQ MUD RO EXISTING RIO SLAB ILI FE_11 ONE STORY ADDITION AND RENMATI - - - - I -- 5-1/2" R-21 KRAFT PAPER BACKED JARED FOX FIBERGLASS INSULATION BATTS,""' ATTS 1525 LEEWARD DRIVE BETWEEN STUDS F 7 SOUTHOLD, NY 11971 - J 6311-335-0972 UNCONDITIONED JARED.C.FOX@GMAIL.COM MPOSED SLAB UNC NDITIONED DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 PROP ISED GARAGE Sheet Title r _ _ THERMAL PLANS -A I A FOUNDATION THERMAL ENVELOPE PLAN FIRST FLOOR THERMAL ENVELOPE PLAN Drawing No. SCALE: 1/8" = 1'-0" SCALE: 1/8"= V-0" A=4, OF 17 SHEETS 1 ROOF FRAMING CS20 CDIL STRAP(UPLIFT CONNECTOR- Copyright of Architectural Drawings-These plans are protected by DOUBLE TOP PLATE TYPICALATALL KING STUD TO TOP PLATE DEMOLITION PLAN KEYNOTES federal law and are subject to copyright protection as an CONNECTIONS) 12"MIN. BEARING ON STUDS NO. NOTE "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural ALL STRAPPING TO BE INSTALLED 16"O.C. 01 REMOVE ALL KITCHEN APPLIANCES AS SHOWN. Works Copyright Protection Act of 1990.These drawings are (V provided as an instrument for construction for the construction UNLESS OTHERWISE NOTED.A C NTI REMOVE ALL COUNTER TOPS AND CABINETRY MILLWORK AS project at the address shown on the title block of the drawings and CONNECTED PATH MUST BE PROVIDED FROM HEA E THE STUD TO THE GIRDER BELOW.ALL STRAP 02 the may not be used for an j STOCK NUMBERS SHOWN ARE FROM"SIMPSON H2A-UPLIFT CONNECTOR REQUIRED. Y Y y project other than that listed at the address shown on the title block without the written consent and STRONG TIE CONNECTORS" (TYPICAL) REMOVE STAIRS COMPLETELY. PROVIDE TEMPORARY BRACING compensation of the architect.This protection includes but is not H2A OR MTS3 <& AND SUPPORT AS REQUIRED. limited to the overall form as well as the arrangement and ALL STRAPPING TO BE INSTALLED 16"O.C. composition of spaces and elements of the designs. Under such UPLIFT CS20 COIL STRAP(UPLIFT CONNECTOR- 04 REMOVE WALLS, DOORS,AND WINDOWS AS SHOWN. PROVIDE protection, unauthorized use of these plans,work or home CONNECTOER TYPICAL ATALL HEADER TO JACK UNLESS OTHERWISE NOTED O TEMPORARY BRACING AS REQUIRED. represented,can legally result in the cessation of construction or KING EACH RAFTER AND CONNECTIONS) 12" MIN. BEARING ON STUDS SD STUD(TYPICAL) buildings being seized and/or monetary compensation to Edward ° CS20 COIL STRAP(UPLIFT CONNECTOR) A CONTINUOUSLY CONNECTED PATH MUST TYPICALATALL STUD TO BOTTOM PLATE AND BE PROVIDED FROM THE STUD TO THE 05 REMOVE EXISTING FURNACE AND WATER HEATER. Koenig. ° RIM JOIST CONNECTIONS)12"MIN. BEARING ON GIRDER BELOW. STUDS ° NO UP IFT ALL STRAP STOCK NUMBERS SHOWN ARE <06> REMOVE OIL TANK. SHEET INDEX I�ONNE��jjTOR STHD14RJ OR STHD14 TIE DOWN (UPLIFT FROM"SIMPSON STRONG TIE REQUIF�ED CONNECTOR)TYPICAL AT CORNERS OF CONNECTORS" REMOVE ALL PLUMBING FIXTURES AND CAP PLUMBING BELOW NO. TITLE 07 FINISHED FLOOR. A-1 CODE SHEET A-2 SPECIFICATIONS BUILDING,AT ENDS OF SHEARWAL EACH SIDE OF DOOR OR WINDOW OPENINGS A-3 LEGENDS&PLUMBING RISER DIAGRAMS OF 6'-0'WIDTH OR MORE FRAMING AND UPLIFT CONNECTION TYPICAL RAFTER TO WALL A-4 THERMAL PLANS A-5 DEMOLITION PLANS DEMOLITION 1 FOR WINDOW AND DOOR OPENING (PSTUD CONNECTION DETAIL o4 A7 OOUNDATNPPLANNNA-5 SCALE: NOT TO SCALE NOT TO SCALE A-8 FIRST FLOOR CONSTRUCTION PLAN A-9 SECOND FLOOR CONSTRUCTION PLAN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —{ A-10 ROOF PLAN ALL STRAPPING TO BE INSTALLED 16"O.C. DOOR AND WINDOW HEADER r A-11 ELECTRICAL PLANS FASTENING SCHEDULE I �-- — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - I A-12 ELECTRICALPLANS ACONTINUOUSLY CONNECTED PATH MUST BE ROUGH OPENING FRAMING REQUIREMENTS FOR r , A-13 ELECTRICAL PLANS PROVIDED FROM THE STUD TO THE GIRDER WINDOW OPENINGS(IN ACCORDANCE WITH WOOD I I IF °—IF ° II I I A-14 ELEVATIONS FRAME CONSTRUCTION MANUAL 2018 EDITION) BELOW. ALL STRAP STOCK NUMBERS I I I-_ —'L =J� I I A-15 ELEVATIONS SHOWN ARE FROM "SIMPSON NOTATION A B C D E F Cn O CO A-16 I SECTIONS STRONG TIE CONNECTORS" OPENINGS i i Z U) I I A-17 ISCHEDULES 2•-0" 2 (1)2-X 4- 1 1 1 1 NO STRAPPING REQUIRED WHEN 4•-0• 4 (1)2•X4. 2 2 2 2 0 r 0 COLLAR TIES ARE 16" O.C. H2A OR MTS30 UPLIFT s o (2)2X4 I I x _o T F 07 O I I CONNECTOR (TYPICAL) s ()2-1 3 3 3 3 I I I I I I I I I I UW 1 OJ CS20 COIL STRAP(UPLIFT e'-0' (2)2X4 ( — III I I I I I I III 1 \ CONNECTOR-TYPICAL AT 6 OR 3 3 3 3 (D 2"X 4"COLLAR TIES 16"O.C. 1/3 10•-0• 10 (2'2•X6. 4 14 14 14 1 1 — — — — — — — — — DOWN BETWEEN RIDGE AND CEILING ALL HEADER TO JACK 12-0^ 12 (2)2"X6" 71a 5 a I (— CONNECTIONS)WITH 12 NOTATION: N JOISTS A-NUMBER OF 8d NAILS @ EACH END OF STRAPPINGS(TABLE 3.7,PAGE 157)& I I— -- x MIN. BEARING ON STUDS TABLE 6A PAGE 316) LU ZI B-NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES STHD14 OR STHD14RJ 3.236,PAGE 193) I I I NO. DESCRIPTION DATE + + + + (UPLIFT CONNECTOR) C-NUMBER OF FULL HEIGHT KING STUDS@ EACH SIDE OF HEADER(TABLES 3230,PAGE 193) 1 ISSUED FOR DESIGN COMMENT. 6-17-23 DED 14" INTO D-NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END I I I — — — �'� — — — —� — w — � Q� FLAT CEILING RIDGE C ETE (TYPICAL AT OF HEADER @EACH SIDE(TABLE 3.7,PAGE 157)&(TABLE 6A,PAGE 316) RNERS OF BUILDING E-NUMBER OF JACK STUDS@ EACH END OF HEADERS(TABLES 3.22F,PAGE 191) I I I I EXISTING CELLAR I I 2 ISSUED FOR DESIGN COMMENT. 7-5 23 ASSUME DOUBLE HEADER AND AT ENDS OF I ( I I I I 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 F-NUMBER OF 18d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END SHEARWALLS) OF SILL(S)@ EACH SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,PAGE 157)8 I 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 (TABLE 6A,PAGE 316) WINDOW AND DOOR HEADER I I I I L PROOF( -RIDGE DETAIL gCONNECTION DETAIL SCALE. 1/2 V-0 NOT TO SCALE I I O I I I _J i l EXISTING SLAB I CD E DESIGN NOTE: I I I b 05 06 U DESIGN LENGTH SHEATHING AS PART OF PERFORATED rL_ X I I LENGTH NOTE: SHEARWALLS OR SHEAR WALL SEGMENT F41 w SHEATHING AS PART OF PERFORATED SHEARWALL OR SHEAR WALL SEGMENT (S.W.S.)SHALL BE CONTINUOUS FROM SILL I I I 1 V I I CAD File Name: FOX FINAL 1.1ayout TO TOP PLATE OR ADEQUATELY BLOCKED AT I I I � I (S.W.S.) SHALL BE CONTINUOUS FROM SILL TO JOISTS. Architects Seal TOP PLATE OR ADEQUATELY BLOCKED AT { {{� { I I I - - - - --�' JOISTS. HOLD DOWNS REQUIRED AT ALL FOUR CORNERS OF STRUCTURE UNLESS - - - - - - - - - - - - - - - - - - - - - - - - - - - { { I I I r - - - - - - - - - - - - - - -- - - - - - - - - - - — ERI HOLD DOWNS REQUIRED AT ALL FOUR OTHERWISE NOTED. SEE CONSTRUCTION v �, _ C CORNERS OF STRUCTURE UNLESS DETAIL I I I I I I 04 - ` OTHERWISE NOTED. SEE CONSTRUCTION �, x DETAIL EXISTING SLAB I I \SOILD BLOCKING I I I 1 PLYWOOD SHEATHING WITH 8d COMMON L ti`{ NAI S PLYWOOD 6' O.C. ON TTHE EDGE AND @ 12' O.C. {{\ { NA � ( I ^r it I � ILS 6' @ O.C. ON THE EDGE AND 12'O.C. IN THE FIELD INTHE FIELD L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --J HOLD DOWN HOLD DOWN FOUNDATION DEMOLITION ITION PLAN SHEARWALL SEGMENT DETAIL A"5 SHEARWALL SEGMENT DETAIL SCALE: 1/4"= V-0" EDWARD KOENIG A-5 NOT TO SCALE NOT TO SCALE ARCHITECT 4' ,, 4' ,,4' ,, ,,4' I, PLYWOOD SHEATHING NAILING SCHEDULE ROOF SHEATHING FLUSH FRAMED BEAM. SEE 3 ® O2 O3 ZONE 1 ONE 2ZONE 3 ZONE 4HEAZONE 5 THE CONSTRUCTION TYPE FLOOR PLAN FOR BEAM DESIGNATION SHALL BE"I","II", "III", "IV", SPECIFICATION O2 FIELD 12 O.C. 12 O.C. 6 O.C. 12 O.C. 12 O.C. _ OFOAM BAFFLE CHUTE VENT EDGE "V"TO INDICATE THE CEILING JOISTS @ 16"O.C. 2 EDGE 6" O.C. 6"O.C. 6"O.C. 6" O.C. 6"O.C. BETWEEN RAFTERS 6„ CONSTRUCTION CLASSIFICATION OF O THE STRUCTURE UNDER SECTION 602 O1 CS20 COIL STRAP AS MFG'D. 3 A.ALL 1/2" EXTERIOR PLYWOOD SHEATHING TO BE SECURED 1" RIGID FOAM INSULATION OF THE BCNYS BY SIMPSON, EXTENDING 2'-0" 2'-0"TYPICAL O O O O O O O O WITH 8d COMMON NAILS OR 10d BOX NAILS. PATTERN AS ROUGH CUTAROUND REFLECTIVE RED TO EACH SIDE OF BE O2 INDICATED ABOVE VENTILATION CHUTE.AIR SEAL PANTONE#187 O O3 O B. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS PERIMETER WITHEXPANDING SEALANT WWW.EDWARDKOEN IG.COM 1/2"WIDE STROKE ° ® ® REFER TO"WFCM 2018 NAILING SCHEDULE"ON TITLE SHEET. REFLECTIVE WHITE FIELD � . ° Z7 1A INSULATION BETWEEN CEILING JOISTS Architecture Firm: DESIGNATION FOR STRUCTURAL CONTINUOUS BEAD OF EDWARD KOEN_I.C - ARCHITECT OMPONENTS THAT ARE OF TRUSS 1" RIGID FOAM BOARD TCAULK SEALANT PO BOX 1051TYPE CONSTRUCTION 3 O 2 O O 3 3 2 3 1/2"GYPSUM BOARD, � 0 INSULATION VERTICALLY. FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS BOARDS OVERLAP PIN GABLE ROOF GREATER THAN GABLE ROOF GREATER THAN FOAM SEAL GAPS INSULATION BETWEEN 150 VETERANS MEMORIAL HWY. ROOF FRAMING BEAM WITH JOINTS 10 DEG. PITCH,45 DEG. (MAX.) 10 DEG. PITCH,45 DEG. (MAX.) WALL STUDS COMMACK, NY 11725 "FR" FLOOR AND ROOF FRAMING STAGGERED 631-948-7030 (cell &text) gTRUSS INFORMATION SIGN s FLUSH BEAM STRAPPING DETAIL gROOF AND WALL SHEATHING NAILING SCHEDULE (PTOP PLATE AIR SEAL pETAIL Website: www.EDWARDKOENIG.com — Email: EDKOENIG49@gmail.com SCALE: 3"= V-0" (P SCALE: 1"= V-0" NOT TO SCALE SCALE: 1"= 1'-0" JOIST NOTCHING AND BORING LIMITATIONS LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS Project Title: JOIST SIZE MAX. HOLE MAX. NOTCH DEPTH MAX. END NOTCH STUD SIZE MAX. HOLE MAX.NOTCH DEPTH 2"X 4" NONE ALLOWED NONE ALLOWED NONE ALLOWED 2"X 4" 1-3/8" 7/8" ZONTINUOUS BEAD OF CAULK SEALANT QNE STORY ADDITION AND RENMAD 2"X 6" 1-1/2" 7/8" 1-3/8" 2"X 6" 2-3/16" 1-3/8" 2"X 8" 2-3/8" 1-1/4" 1-7/8" 2"X 8" 2-7/8" 1 1-13/16" INSULATION BETWEEN STUDS JARED FOX 2"X 1CI" 3" 1-1/2" 2-3/8" NOTE:IF HOLE IS BETWEEN 40%AND 60%OF STUD DEPTH,THEN STUD 1525 LEEWARD DRIVE 2"X 12F"--f 3-3/4" 1-7/8" 2-7/8" MUST BE DOUBLED AND NO MORE THAN TWO SUCCESSIVE STUDS ARE CONTINUOUS BEAD OF CAULK SEALANT S OUTHOLD, NY 11971 DOUBLED AND SO BORED. AVOID SQUARE CORNERS NON-LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS 1 77 651-335-0972 IN NOTCHES AND HOLES STUD SIZE MAX. HOLE MAX.NOTCH DEPTH d � ° a JARED.C.FOX@GMAIL.COM 2"X 4" 2-1/8" 1-3/8" a a DISTRICT 1000 - SECTION 79 - B OCK 7 - LOT 19 MAX. LENGTH = D/3 2"X 6" 3-5/16" 2-3/16" ° � �' D/6 MAX. D/4 MAX. 2"X 8" 4-3/8" 2-7/8" LOW VOLUME EXPANSION FOAM AT ° 2" MIN FROM TOP WINDOW PERIMETER ROUGH OPENING a ° ° CONCRETE SLAB AS AIR BARRIER OVER 6M SFneet Title AND BOTTOM OF D /3 MAX. O D/3 /25%MAX.DEPTH OF STUD X40%MAX.DEPTH OF STUD INSULATION AT RIM JOIST, BETWEEN JOISTS $ a MIL CONCRETE RATED VAPOR BARRIER D/4 MAX. JOIST D/6 MAX. Nk—�, MAX. /� I` CONTINUOUS BEAD OF CAULK SEALANT ONTINUOUS BEAD OF CAULK SEALANT CONTINUOUS FOAM SILL SEALER, FULL .-*---AT ENDS BORED HOLE AND NOTCHES BORED HOLE AND NOTCHES MAY NOT LOCATED IN SAME WIDTH OF MUDSILL /CROSS SECTION OF STUD MAY NOT LOCATED IN SAME CROSS SECTION OF STUD O /� a a . OUTER 1/3 OF SPAN MIDDLE 1/3 OF SPAN OUTER 1/3 OF SPAN BORED HOLE MAX.DIA.NOT TO LOW VOLUME EXPANSION FOAM AT . ° ONCRETE FOUNDATION WALL AS AIR BARRIER EXCEED 40%OF STUD DEPTH. BORED HOLE MAX.DIA.NOT WINDOW PERIMETER ROUGH OPENING BORING AND NO NOTCHING HERE BORING AND MAINTAIN 5/8"MIN.FROM EDGE TO EXCEED 60%OF STUD INSULATION BETWEEN STUDS NOTCHING BORED HOLES NOTCHING OF BORING TO EDGE OF STUD. DEPTH.MAINTAIN 5/8"MIN. FROM EDGE OF BORING TO ALLOWED ALLOWED NOTE: D= DEPTH OOF ALLOWEDFROM (INCHES) EDGE OF STUD. WINDOW HEADER & RIM JOIST BOTTOM PLATE ON SLAB Drawing No. LOAD BEARING STUDS NON-LOAD BEARING STUDS 11NOTCHING L IMITATIONS _______ A5 AIR SEAL DETAIL A5 WINDOW SILL AIR SEAL DETAIL 4' AIR SEALING DETAILA=5 NOT TO SCALE SCALE: 1 - 1 0 SCALE: 1 = V-0" SCALE: 1 = V-0" OF 17 SHEETS Copyright of Architectural Drawings-These plans are protected by ATTIC INSULATION DEMOLITION PLAN KEYNOTES federallawandaresubjecttocopyrightprotectionan "architectural work" under section 102 of the copyright act, 17 MANUFACTURERS RECESSED _ _ _ NO. NOTE U.S.A. as amended December 1990 and known as Architectural LIGHT ENCLOSURE ° — — — — -- — — — ° Works Copyright Protection Act of 1990.These drawings are = 01 REMOVE ALL KITCHEN APPLIANCES AS SHOWN. provided as an instrument for construction for the construction FILING JOIST BEYOND I°I (°I 04 07 O project at the address shown on the title block of the drawings and n n1°I DECK P 02 REMOVE ALL COUNTER TOPS AND CABINETRY MILLWORK AS they may not be used for any project other than that listed at the REQUIRED. address shown on the title block without the written consent and EXPANDING FOAM SEALANT AT PERIMETER 1°1 compensation of the architect.This protection includes but is not - - REMOVE STAIRS COMPLETELY. PROVIDE TEMPORARY BRACING limited to the overall form as well as the arrangement and AND SUPPORT AS REQUIRED. composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home A I REMOVE WALLS, DOORS,AND WINDOWS AS SHOWN. PROVIDE �\� i/ � 04 represented,can legally result in the cessation of construction or 11 II r III _ II -. O TEMPORARY BRACING AS REQUIRED. buildings being seized and/or monetary compensation to Edward � — — —y ( � O Koenig. 1/2"GYPSUM BOARD CEILING u- .11 w — — — — / �� � 05 REMOVE EXISTING FURNACE AND WATER HEATER. F- __ O O w CONTINUOUS BEAD OF CAULK '( z I I \J z 06 REMOVE OIL TANK. NO. TITLE SHEET INDEX SEALANT(TYPICAL) 0 \ I I I I L — u_ A-1 CODE SHEET 0 J G w 0 REMOVE ALL PLUMBING FIXTURES AND CAP PLUMBING BELOW EXISTING BDRM#4 O 07 FINISHED FLOOR. A-2 SPECIFICATIONS RECESSED LIGHT FIXTURE '-CT \ I / i O A-3 LEGENDS & PLUMBING RISER DIAGRAMS O 11 ? I �� I / _—�� Z C� A-4 THERMAL PLANS RA-5 DEMOLITION PLANS U) LX — w — / \X W A-6 DEMOLITION PLANS @SCALE: RECESSED LIGHT FIXTURE DETAIL _ w - -1 I i 11 II W A-7 FOUNDATION PLAN A-8 FIRST FLOOR CONSTRUCTION PLAN 1-1/2" = 1'-0" _ — — ISL A-9 SECOND FLOOR CONSTRUCTION PLAN A-10 ROOF PLAN u / II 1 J G A-11 ELECTRICAL PLANS _ _ _ _ A-12 ELECTRICAL PLANS WOOD TRIMMER BEYOND �— i/ _ _ A-13 ELECTRICAL PLANS — - - - - A-14 ELEVATIONS WOOD HEADER -15 ELEVATIONS SECTIONS INSULATION BETWEEN JOISTS cn LO N7SCHEDULES O / ° ° ° ° ° ° ° o ° ° ° ° O 4" RIGID FOAM BOARD INSULATION w z II / II z U) (R-30 MIN.) n 11 - ui TRIM OPENING TO WITHIN 1/2"OF 9 U -0 Q LEVELSIDE OF FOAM INSULATION 0 P CLOSET OPEN BELOW H o O X co EXISTING BDRM#3 1/2" GYPSUM BOARD w w Z NO. DESCRIPTION DATE TRIM X Lu X1 ISSUED FOR DESIGN COMMENT. 6-17-23 PERIMETER NEOPRENE WEATHER LU 2 ISSUED FOR DESIGN COMMENT. 7-5-23 STRIPPING GASKET FASTEN ACCESS PANEL SNUG TO 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 TRIM WITH PERIMETER SCREWS O 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 ACCESS PANEL eATTIA-6 C HATCH AIR SEAL DETAIL SCALE: 1-1/2"= V-0" SECOND FLOOR DEMOLITION PLAN SCALE: 1/4"= V-0" INTERIOR WOOD FRAMED WALL CAD File Name: FOX FINAL 1.1ayout 1/2"GYPSUM BOARD Architect's Seal 2"X 4" END STUDE2C.D AR 1"X 6" BLOCKING INSULATED EXTERIOR WALL �- r' ° ° ° ° ° INTERSECTION OF INTERIOR EXISTING DECK (PSCALE: WALL INTO EXTERIOR WALL 07 EDWARD KOENIG a 01 UP 02 03 1-1/2"= 1'-0" ° ° ARCHITECT _ _ —VINYL SIDING — — — J RIGID FOAM BOARD INSULATION OVER �- � — — — - -TYVEK HOUSEVVRAR ALL HOUSEWRAP o I I I I SEAMS TO BE TAPED AND SEALED I JI I I 1 1 1 - - - -J r - - - - - - - J X - - R \ 'T - r T TI-1'T Tint 1—I 1 00 11 EXISTING KITCHEN I iPLYWOOD WALL SHEATHING II I dN 1 1 1 1 1 1 1 1 S I I u_ 11 — �i — EXISTING BDRM#1 00 I I STA �I II I z I I SEAL HORIZONTAL JOINTS OF PLYWOOD I — �_J -I— I D I I / 0 /-WALL SHEATHING WITH CLOSED CELL 0 w X 11 REF. I Z www.EDWARDKOENIG.COM SPRAY FOAM, V MINIMUM DEPTH (D Lu I 1 I ;im 11 ") SD 1 I — — / CLOSE] ��\ W Architecture Firm: XloFIBEI I �o I I TI— II \ _ WALLS UDS GLASS BATT INSULATION BETWEEN wI~ I I I — — — — 'EDWARD KOENIG ARCHITECT _ I I I— — — — -t-- - - - —_ - - [P - - � POBOX �W.�-1/2 O GYPSUM BOARD 1 I I II / -11 BANS MEMORIAL HWY. 04 \ � � II 6301 K, NY 11725 948 7 030 (cell &text) W Website: www.EDWARDKOENIG.com @SCALE: PLYWOOD ,JOINTAIRSEALDETAILU) Email: EDKOENIG49@gmail.com 1-1/2"= 1'-0" I I I O O Ir OJ 0 (Project Title: EXISTING LIVING CLOSED CELL INSULATION 1/2" EXISTING GARAGE "- EXISTING BDRM#2-LL- 11 IT- THICK MINIMUM AT ALL BOX �IZONE STORY ADDITION AND RENO AD BEAMS (TYPICAL) O) I I U) �� W Lu JARED FOX:4 CLOSED CELL INSULATION 1/2" of I I X X THICK,4"WIDE MINIMUM OVER z w 1525 LEEWARD DRIVE J ALL SEAMS(TYPICAL) I -- �I� I I SOUTHOLD, NY 11971 w 631-335-0972 PLYWOOD SHEATHING I 1 Z 0� tip \ JARED.C.FOX@GMAIL.COM (TYPICAL) e AQ0I l lm _ DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 00 EXTERIOR WALL STUDS I ( Wl� 00 (TYPICAL) II I W Sheet Title J a BOTTOM PLATE OVER ROUGH I i I wnFmouTloN PLANS — — 7FLOOR SHEATHING CLOSED CELL INSULATION 1/2" I I J/ W THICK MINIMUM AT ALL BOX _ _ _ _ _ _ _ _ _ — HI BEAMS (TYPICAL) MUD SILL OVER FOAM SILL SEALER FOUNDATION WALL FIRST FLOOR DEMOLITION PLAN Drawing No. (PPLYWOOD ,JOINT SEALING DETAIL SCALE: 1/4"= V-0" A=6SCALE: 1/4"= V-0" OF 17 SHEETS 1"MIN.AND 3"MAX. 1'O.C.MAX. #8 SCREWS @ 12"O.C.AND 1" MIN.AND 2-1/2" MAX. FROM CORNERS, WITH 1-1/4" MIN. PENETRATION INTO WOOD 0 0 0 0 0 0 0 o Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an 0 0 ,WALL " ". REINFORCE WITH 2 X 4BRACING AS SHOWN AT FOUNDATION P LAN KEYNOTES "architectural work" under section 102 of the copyright act, 17 r� — — — —�� THE MIDDLE AND BOTTOM OF THE STORM NO. NOTE CODE REF. U.S.A. as amended December 1990 and known as Architectural FOUR 1/4"PRESSURE RELIEF HOLES IN THE CENTER OF THE PLYWOOD TO RELIEVE PRESSURE DURING HURRICANE SHUTTER. SECURE 2"X 4"TO STORM SHUTTER 0 0 16"X 8" POURED CONCRETE FOOTING 3500 Works Copyright Protection Act of 1990.These drawings are ' 0 0 PAVEL WITH 2" LONG#8 WOOD SCREWS 12" O.C. PSI AT 28 DAYS MIN. WITH (2 #5 REBAR @ ) provided as an instrument for construction for the construction III I 7/16" MIN.THICKNESS EXTERIOR GRADE PLYWOOD SHEATHING STORM SHUTTER WITH MAXIMUM CLEAR SPAN OF 8'-0". MAX. 01 BEARING ON UNDISTURBED VIRGIN SOIL 3'-0" project at the address shown on the title block of the drawings and EACH STORM SHUTTER PANEL TO BE CLEARLY LABELED TO EACH CORRESPONDING WINDOW/DOOR ON THE DEEP MINIMUM. REBAR CONCRETE y y project other than that listed at the III I /ACCESSIBLE RESIDENCE FOR PROPER COORDINATION AND PLACEMENT. SHUTTERS AND BOLTS TO BE STORED IN AN EASILY 0 _ _° ° ° ° o COVERAGE TO BE 3" MIN.. they ss not n used for an _ _ _ _ _ _ _ _ _ address shown on the title block without the written consent and PLUMBING ° 3-1/2" DIA. STEEL LALLEY COLUMNS LOCATED compensation of the architect.This protection includes but is not °II I I I�° AND DRY LOCATION. UNDER POINT LOAD FROM ABOVE, OVER 2'-6" limited to the overall form as well as the arrangement and — — — — — — — — — — — ELE I A I ___ —�� 0 0 02 X 2'-6"X 10"POURED CONCRETE PAD WITH#5 composition of spaces and elements of the designs. Under such DOUBLE TOP PLATE ° ° DASHED LINE REPRESENTS WINDOW BEYOND 0 II I 1110 REBAR @ 11"O.C. EACH WAY(3 MINIMUM), protection, unauthorized use of these plans,work or home III ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS BEARING ON VIRGIN UNDISTURBED SOIL. represented, can legally result in the cessation of construction or I � PER R613.6, R301.2.1.2,AND AS DETAILED HEREIN. ° 0 SAWCUT NEW 24"X 16"ACCESS OPENING SECTION buildings being seized and/or monetary compensation to Edward EXPANDING FOAM SEALANT 0 II I 1110 03 WITH GALV. METAL LOCKING COVER. R408.4 Koenig. AROUND PENETRATION III III WOOD STRUCTURAL PANELS WITH A MINIMUM OF 7/16 INCH (11 MM)AND A MAXIMUM SPAN OF 8 FEET(2438 MM) _ _ 26" LONG 5/8" REBAR DOWELS WITH 7" MIN. 2020 RCNYS �— — — — —� SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT 0 o a — — — 0 04 EMBEDMENT V-6" O.C.VERTICALLY. MINIMUM SHEET INDEX WIRE SECURED TO STUD 0 0 0 0 SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT THREE. EPDXY SOLID). NO. TITLE WITH THE GLAZED OPENING. PANELS SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. MULTIPLE PLYWOOD SHFFTSTORM SHUTTER ELEVATION VFW SECTION PROVIDE ACCESS OPENING AREAWAY, A-1 CODE SHEET ATTACHMENTS SHALL R408.4 STUD L BE DESIGNED TO RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN FOR OPENINGS LARGER THAN A SINGLE SHEET OF PLWYOOD, SECURE 2"X 4" BRACING AT MIDDLE AND 05 MINIMUM 16"X 24". A-2 SPECIFICATIONS SINGLE PLYWOOD SHEET 2020 RCNYS ACCORDANCE WITH TABLE R301.2(2).ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BCTTOM OF PLYWOOD EVENLY SPACED, WITH THE 3-1/2" SIDE ATTACHED TO THE INSIDE OF THE STORM A-3 LEGENDS & PLUMBING RISER DIAGRAMS STORM SHUTTER ELEVATION VEW BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET(10 058 MM)OR LESS WHERE WIND SPEEDS DO NOT EXCEED SHUTTER.ATTACH THE 2"X 4"S TO THE STORM SHUTTER WITH 2" LONG 10 GAUGE GALV.WOOD SCREWS @ GARAGE SLAB-4" POURED CONCRETE A-4 THERMAL PLANS AIR SEAL DETAIL AT BOTTOM OR TOP 130 MILES PER HOUR(58 M/S). 12' 0.C. BEFORE INSTALLING THE SHUTTER. O FLOOR SLAB WITH 6"X 6' W1.4 X W1.4 W.W.F. A-5 DEMOLITION PLANS Q�PLATE OVER 4 COMPACTED CRUSHED GRAVEL.UTILITY PENETRATION GLAZED OPENING PROTECTION DETAILS PITCH FLOOR SLAB 1/8„ A-6 DEMOLITION PLANS GARAGE DOORS. PER FOOT TOWARDS A-7 FOUNDATION PLAN SCALE: 1-1/2”= V-0" QDSCALE: 1/2"= V-0FOUNDATION WALL-8" " POURED CONCRETE A-8 FIRST FLOOR CONSTRUCTION PLAN FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. A-9 SECOND FLOOR CONSTRUCTION PLANA-10 ROOF PLAN <q> 7 WITH#5 REBAR HORIZONTAL AT TOP OFTUB UNIT A-11 ELECTRICAL PLANS FOUNDATION WALL AND CONTINUOUS AT A-12 ELECTRICAL PLANS CERAMIC TILE SURROUND-BEYOND CORNERS. A-13 ELECTRICAL PLANS SAWCUT NEW OPENING FOR GALV. OR SECTION R480.1 AND A-14 ELEVATIONS CERAMIC TILE SURROUND-,,,- 08 STAINLESS STEEL CRAWLSPACE VENT WITH A-15 ELEVATIONS INSECT SCREEN. R408.2 A-16 SECTIONS 1/2"CEMENT BACKER BOAR 2020 RCNYS A-17 SCHEDULES A C INTERIOR LEDGER: 2"X X" LEDGER BEAM CONTINUOUS BEAD OF CAULK SEALANT 09 ED TO STRUCTURE WITH 1/2 DIA. BOLTS I - A-16 BOLTED 2"X 4" BLOCKING AT STUD CAVITY EXTERIOR I I 6 O.C. "STAGGERED". MECHANICALLY CONNECT PROPOSED SLAB TO EXISTING FOUNDATION WALL WITH#5 T-110 REBAR DOWELS,4" MIN. EMBEDMENT24" INSULATED EXTERIOR WALL O.C. EPDXY SOLID INTO EXISTING). @ EXTERIOR SHEATHING LOW VOLUME I I I ( 3-1/2" DIA. STEEL LALLEY COLUMN OVER 12"X EXPANDING FOA 1'-6" 04 1/4"THIN PROFILE WALL SHEATHING UNDER BATHTU 11 ON X 10" POUNDCONCRETE SOIL.PAD, BEARING URBED CONTIN. BEADOFCAULKSEALANT(TYPICAL BASE ri I- - - - - - - - - - - - - - _- - - - - - - - - - - - - - - - - _ I I I - - - - - - - - - - - - - - - - - - FILL EXISTING GARAGE DOOR MASONRY _ — — — — — — — — — — 12 OPENING WITH 8" CONCRETE BLOCK TO BEST NO. DESCRIPTION DATE PLYWOOD FLOOR SHEATHING MATCH EXISTING. 1 ISSUED FOR DESIGN COMMENT. 6-17-23 WOOD FLOOR JOISTS 13 ALIGN FOUNDATION WITH CANTILEVERED ( ( _ FLOOR OVERHANG ABOVE 2 ISSUED FOR DESIGN COMMENT. 7-5-23 INSULATION AT RIM JOIST F z I U P: Q I INSTRUCTIONS MANUALS FOR NEW 3 ISSUED FOR FINAL DESIGN APPROVAL, 8-29-23 1/2"GYPSUM BOAR I IY X 2 28 14 MECHANICAL SYSTEMS TO BE ON R WALL ASSEMBLY BELOW--' 14 IROPOSI:D p w J � co I INSPECTION. 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 (PBATHTUB Alli SEAL DETAIL m z W o 15 LINE OF FLOOR CANTILEVER ABOVE SCALE: 3/4"= V-0" I I WH RELOC. c Q w O OIL a0co0 OJ + I I ILL ib CERAMIC TILE SURROUND- BEYON z $, F- 1/2" CEMENT BACKER BOAR r — — — — — — — — — — X w CERAMIC TILE SURROUND I I it 02 EXTERIOR SHEATHING _ EXISTING BEAM _ _ r _ _ _ _ _ _ _ i CAD File Name: FOX FINAL 1.1ayout INSULATED EXTERIOR WALL I I I O EkISTING CELLAR I Architect's Seal CONTINUOUS BEAD OF CAULK SEALANT LOWVOL M I I II L — —J I I I 2"X 4" BLOCKING AT STUD CAVITYX :::= D R B TH gUB I I I D EXTERIOR WALL O ( �7.' ` �`X,~ C, ti 2 X 8 FLOOR JOISTS 16 O.C. DOU I E ERY OTHER - I 0 `� M @ ( ) cn 31 25 < E 1/4"THIN PROFILE WALL SHEATHING O CONTINUOUS BEAD OF CAULK SEALANT­— (TYPICAL I I 09 I 00 Z `4 LU ,r 0 PLYWOOD FLOOR SHEATHING I I I U- ++ w WOOD FLOOR JOISTS I I II Z alIROPOSED R PROPOSED UTILITY D 19'-7" T-4" 4'-7" 1' — 5'-7" 8'_6" INSULATION AT RIM JOIST Lu 1/2 GYPSUM BOAR I I ASSEMBLY BELOW,- WALL I I II 04 o 4 I I II o 1 11 T I A DETAIL, A-7 SCALE: 3/4"= 1'-0" I _ (2) 1-3/4"X 7-1/4" LVL BEAM FLUSH) � co p — — — — — — —j I EDWARD KO E N I G A15 08 I I I - - - - - - - - - - - - - - - - - - - - �- - - - -� r _, - - - - - - - - - - - - 2 ARCHITECT o '- - - - - - - - - - - - - A14 7 v I I � � I I EXISTING SLAB I � i� u- U I I EGRESS 04 13 15 co L - - C0 ~ — J L — — J ELL I - - - - - --x - - - - - - - - - - - - - - - - - - - - I� _ _ u MASTIC AT INNER LINER 04 — 1 — - - - - - - - - - - - - - - - - - - - I I �� INSULATED FLEXIBLE DUCTZI 03 I I L — —I I I 04 12 15 10 05 I I I Y www.EDWARDKOENIG.COM TIE AT INNER LINER TIE AT OUTER LINER I I i i Architecture Firm: DUCT BOOT I :�. I I :. I EDWARD KO NIC, - ARC ARCHITECT I PO BOX 1051 150 VETERANS MEMORIAL HWY. I IPROP SED SLABI CIOMMACK, NY 11725 A-7 _ 631-948-7030 (cell & text) (PAIR SEAL AT DUCT BOOT I I I s' I Website: www.EDWARDKOENIG.com SCALE: 1-1/2"= 1'-0" co I I ( ' I N Email:EDKOENIG49@gmail.com ' I - I I I • i B A-16 I I AI 16 Project Title: 01 2"X 4"STUDS @ 16" O.C. 01NIFSTORY ADDITION AND RENO�ATII 07 I I I 1/2"GYPSUM BOARD JARED FOX 06 I I KRAFT PAPER BACKED INSULATION 1525 LEEWARD DRIVE BETWEEN STUDS I I I '. I SOUTHOLD, NY 11971 I I I I 631-335-0972 (2)LAYERS 2" RIGID FOAM BOARD I I I I JpRED.C.FOX@GMAIL.COM INSULATION INSTALLED, DURING FRAMING I t I I I DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 I Sheet Title I- - - - - - - - - - - - -� 8T" M.O. - - - - - - - -- - - - - - - - 7V FOUNDATION PLAN X \7-7'-0" 7'-0" 21'-11" 2'-6" 6-8" 14'-9" \EXTERIOR WALL 59'-9" SHEATHING A C 1 THREE STUD CORNER A-16 A-16 A-14 Drawing No. (NINSULATION FOUNDATION PLAN SCALE: 1-1/2"= V-0" SCALE: 1/4"= V-0" A=7 OF 17 SHEETS ASE MOLDING Copyright of Architectural Drawings-These plans are protected by � FINISH FLOORING OVER CONSTRUCTION PLAN KEYNOTES federal law and are subject to copyright protection as an NO. NOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 ROUGH FLOOR SHEATHING PROVIDE RAILING ADJCENT TO WINDOW WELL U.S.A. as amended December 1990 and known as Architectural FOR FALL PROTECTION: 36" HIGH WROUGHT IRON Works Copyright Protection Act of 1990.These drawings are 01 RAILING WITH 1/2"X 1/2"VERTICAL SPINDLES @ 3- SECTION R312 provided as an instrument for construction for the construction FULL STRINGER 1/2"O.C. (MAXIMUM CLEAR OPENING TO BE LESS 2020 RCNYS project at the address shown on the title block of the drawings and THAN 4" . they may not be used for any project other than that listed at the EQUALLY SPACED PROVIDE CLOSETS WITH WIRE SHELF AND COAT address shown on the title block without the written consent and RISERS 8-1/4"MAX., 02 ROD. compensation of the architect.This protection includes but is not NO VARIATIONS limited to the overall form as well as the arrangement and GREATER THAN 3/8" composition of spaces and elements of the designs. Under such 3/4"MIN.TO 1-1/4" 03 30 X 22'ATTIC ACCESS HATCH OR 54"X 22-1/2' SECTION R807.1 MAX.NOSING DROP DOWN ATTIC STAIRS. 2020 RCNYS protection, unauthorized use of these plans,work or home PROJECTION.NO represented, can legally result in the cessation of construction or VARIATION 04 DOUBLE JOIST HEADER AND TRIMMER FOR buildings being seized and/or monetary compensation to Edward GREATER THAN 3/8" STAIRS FLOOR OPENING. Koenig. NO VARIATION 05 PROVIDE LINEN CLOSET WITH ADJUSTABLE WIRE 9" MIN. GREATER THAN 3/8" SHELVES ON WALL MOUNTED STANDARDS. SHEETINDEX GARAGE WALLS 1/2"GYPSUM BOARD AND 2020 RCNYS NO. TITLE SOFFIT BLOCKI 06 CEILINGS 5/8"TYPE"X", TAPED AND SPACKLED. SECTION A-1 CODE SHEET FULL COVERAGE 1/2" R302.6 A-2 SPECIFICATIONS GYPSUM BOARD O 07 TIE DOWN TO SLAB. SEE DETAIL 5/A-3. A-3 LEGENDS& PLUMBING RISER DIAGRAMS A-4 THERMAL PLANS BOTTOM OF STAIRS A-5 DEMOLITION PLANS 08 (3)2"X 4" POST STRINGER A-6 DEMOLITION PLANS A-7 FOUNDATION PLAN 3-1/2"DIA. STEEL COLUMN WITH SOLID BLOCKING A-8 FIRST FLOOR CONSTRUCTION PLAN TREADS AND RISERS I E S 09 TO FOUNDATION WALL BELOW.. A-9 SECOND FLOOR CONSTRUCTION PLAN INTO STRINGER A-10 ROOF PLAN WEDGED A-11 ELECTRICAL PLANS NOTE:ALL STAIR CONSTRUCTION SHALL COMPLY WITH IRC A-12 ELECTRICAL PLANS 2015 SECTIONS R311 AND R312 A-13 ELECTRICAL PLANS A-14 ELEVATIONS ° A-15 ELEVATIONS 9INTE RIORS,��AIR DETAIL A-16 SECTIONS SCALE: 1" = V-0" ° ° OR STRUCTURAL HEADER SPECIFICATIONS ° kA 16 kA-160K ° IU 01-811 - - 30'-7" 1 1 4 3 I I NO. DESCRIPTION DATE Ilk0 1 ISSUED FOR DESIGN COMMENT. 6-17-23 03 2 ISSUED FOR DESIGN COMMENT. 7-5-23 -- — E_ ® I — � o \� I- - - - - - - -- - DNv ` 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 3'-6" 21'-9" 1 0 cn 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 N 1 O� - PROPOSED KITCHEN a) 0 0 _ _ _ _ _ _ _ _ _ _ I ED ° O LL EXISTING BDRM#1 0 I 4'-0" I C� 1 z_ - - - - - - - co - — — — - - - - I cn PROPOSED LIVING � w X W / J �-) 02 CLOSET Q 12 CAD File Name: FOX FINAL 1.layout W o� = m 5 1-3/4' X 7-1/4"LVL BEAM WITH (4)3/4"STEEL FLITCH PLATES _ _ N a -� BOLTED WIT 1/2"DIA. BOLTS @ V-6"O.C. "STAGGERED"(FLUSH)OR 09 14 Architect's Seal 1 W8 X 31 TE L BEAM (FLUSH) 2'-7" u_ )05\� 04 15 �E D'gR 00 08 b V-6" I F- 11 y;- Z 02 LINEN it W LL' — PROPOSED DINING o _ F- t o! 07 1 n 0 — 0 c: 1 I O 2, 6.. — - o LL — EXISTING 13 oo 0) z — — 17 % r. 1 c� `� 09 I Lu — — COW °6 1 - I I EDWARD KOENIG O I P I 1 16 A 15 2"X 6" IL I SOI TI @ 16" C. - ARCHITECT L _ _ J X � x o -- Nl<PROPOSED MUD ROOM V NI EXISTING R/O SLAB N m O N EGRESS X ` WELL - 2 1-3/4"X 9-1/2" LVL BEAM (FLUSH)_ - EXISTING ROOF BEAM N cu r. 1 I 1 30 07 01 1 03 www.EDWARDKOENIG.COM 1 1 Architecture Firm: .EDWARD KOEN_IIG - ARCHITECT PO BOX 1051 2"X 6"CEILING JOISTS @ 16"O.C. iv 150 VETERANS MEMORIAL HWY. N COMMACK, NY 11725 06 ASE 631-948-7030 (cell & text) o Website: www.EDWARDKOENIG.com NN Email: EDKOENIG49@gmail.com N Q � M A-B16 O B Project Title: O A-16 c~ z ONE STORY ADDITION AND RENM�Ajj v ~ Z r - - - o - - -� JARED FOX 1 N " 1 2 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 1 1 631-335-0972 i I ` JARED.C.FOX@GMAI L.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 1 Sheet Title PERFORATED — — — — — PERFORATED FIRST FLOOR SHEAR WALL LINE 1 _ - - 1 SHEAR WALL LINE -0" 97'-0" CONSTRUCTION PLAN 4'-0" A B o f 07 A 07 O J C 1 A-16 A-16 A-14 Drawing No. o = O 12f 00 CONSTRUCTION wl= z wl= z A=8 a.ICO J d ICn J PLAN OF 17 SHEETS Copyright of Architectural Drawings-These plans are protected by CONSTRUCTION PLAN KEYNOTES federal law and are subject to copyright protection as an NO. NOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 PROVIDE RAILING ADJCENT TO WINDOW WELL U.S.A. as amended December 1990 and known as Architectural FOR FALL PROTECTION: 36" HIGH WROUGHT IRON Works Copyright Protection Act of 1990.These drawings are 01 RAILING WITH 1/2"X 1/2"VERTICAL SPINDLES @ 3- SECTION R312 provided as an instrument for construction for the construction 1/2"O.C. (MAXIMUM CLEAR OPENING TO BE LESS 2020 RCNYS project at the address shown on the title block of the drawings and THAN 41._ they may not be used for any project other than that listed at the PROVIDE CLOSETS WITH WIRE SHELF AND COAT address shown on the title block without the written consent and R> 2 ROD compensation of the architect.This protection includes but is not limited to the overall form as well as the arrangement and 30"X 22"ATTIC ACCESS HATCH OR 54"X 22-1/2" SECTION R807.1 composition of spaces and elements of the designs. Under such 03 DROP DOWN ATTIC STAIRS. 2020 RCNYS protection, unauthorized use of these plans,work or home represented, can legally result in the cessation of construction or 04 DOUBLE JOIST HEADER AND TRIMMER FOR buildings being seized and/or monetary compensation to Edward STAIRS FLOOR OPENING, Koenig. 05 PROVIDE LINEN CLOSET WITH ADJUSTABLE WIRE SHEET INDEX SHELVES ON WALL MOUNTED STANDARDS. GARAGE WALLS 1/2"GYPSUM BOARD AND 2020 RCNYS NO. TITLE 06 CEILINGS 5/8"TYPE"X",TAPED AND SPACKLED. SECTION A-1 CODE SHEET R302.6 A-2 SPECIFICATIONS A-3 LEGENDS& PLUMBING RISER DIAGRAMS 07 TIE DOWN TO SLAB. SEE DETAIL 5/A-3. A-4 THERMAL PLANS A-5 IDEMOLITION PLANS 08 (3)2"X 4" POST A-6 DEMOLITION PLANS A-7 FOUNDATION PLAN 09 3-1/2"DIA. STEEL COLUMN WITH SOLID BLOCKING A-8 FIRST FLOOR CONSTRUCTION PLANA-9 SECOND FLOOR CONSTRUCTION PLAN TO FOUNDATION WALL BELOW.. A-10 ROOF PLAN A-11 ELECTRICAL PLANS A-12 ELECTRICAL PLANS A-13 ELECTRICAL PLANS A-14 ELEVATIONS A-15 ELEVATIONS A-16 SECTIONS A C A-17 SCHEDULES A-16 A-16 EE DOOR AND WINDOW SCHEDULES OR STRUCTURAL HEADER SPECIFICATION 5'-11" 3'-4" 9'-5" 27'-9" 35 5 NO. DESCRIPTION DATE LP 1 ISSUED FOR DESIGN COMMENT. 6-17-23 ' I I 27 I I o 2 ISSUED FOR DESIGN COMMENT. 7-5-23 o � Clio NMII tp 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 O I I � 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 Z I O EXISTING A U I Z Z I o L_ _ U EXISTING BDRM#4 Z X o I W I Cn X LINEN(21 w EXISTING CEILING BEAM (FLUSH) _ 24 20 19 CAD File Name: FOX FINAL 1.1ayout 26 EXISTING BDRM#5 2 I Architect's Seal �'ED qR U) 23 18 c-, F- - F- V)UN lJ.l Z OPEN BELOW — — j (Z LU Z 1A A- ' Z 0 LU CLOSET U) — Z EXISTING BDRM#3 " X — F-. W X W DWI EDWARD KOENIG 4 IIII 2 A-15 A-14 ARCHITECT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 771 www.EDWARDKOEN IG.COM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Architecture Firm: EDWARD KOENI - ARCHITE I PO BOX 1051 150 VETERANS MEMORIAL HWY. COMMACK, NY 11725 631-948-7030 (cell &text) Website: www.EDWARDKOENIG.com Email: EDKOENIG49@gmail.com A-616 B Project Title: A-16 ONE STORY ADDITION AND RENMAD JARED FOX 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 J,ARED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title SECOND FLOOR .CONSTRUCTION PLAN • A-16 A-16 A-14 Drawing No. SECOND FLOOR CONSTRUCTION ffit PLAN A-9 OF 17 SHEETS ROOF PLAN KEYNOTES Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an NO. I NOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 PORCH GABLE CONSTRUCTED OF 2"X U.S.A. as amended December 1990 and known as Architectural 01 8"RIDGE, 2"X 6" ROOF RAFTERS @ 16" Works Copyright Protection Act of 1990.These drawings are O.C.AND 2"X 4"COLLAR TIES @ 16" provided as an instrument for construction for the construction O.C. project at the address shown on the title block of the drawings and 240#ARCHITECTURAL ASPHALT OR they may not be used for any project other than that listed at the FIBERGLASS ROOF SHINGLES OVER address shown on the title block without the written consent and 02 30#ROOFING FELT ON 1/2"'CDX' compensation of the architect.This protection includes but is not PLYWOOD ROOF SHEATHING (NO limited to the overall form as well as the arrangement and ALTERNATIVES WILL BE ACCEPTED composition of spaces and elements of the designs. Under such FOR PLYWOOD ROOF SHEATHING) protection, unauthorized use of these plans,work or home HATCHED AREA INDICATES ROOF TO represented, can legally result in the cessation of construction or RECEIVE SELF ADHESIVE ICE BARRIER buildings being seized and/or monetary compensation to Edward FROM INSIDE EDGE OF EXTERIOR Koenig. 03 WALL TO 3'-0" UP ROOF. EXTEND ICE 2020 RCNYS BARRIER FOR CONTINUITY TO FASCIA R905.1.2 SHEET INDEX BOARD AND GUTTER ASSEMBLY. SEE THERMAL AND MOISTURE NO. TITLE SPECIFICATIONS(TYPICAL). A-1 CODE SHEET LINE OF WALL BELOW A-2 SPECIFICATIONS 04 A-3 LEGENDS & PLUMBING RISER DIAGRAMS A-4 THERMAL PLANS 05 PROVIDE REQUIRED FLASHING AT 2020 RCNYS A-5 DEMOLITION PLANS WALL TO ROOF INTERSECTION. R903.2.1 A-6 DEMOLITION PLANS A-7 FOUNDATION PLAN 06 VALLEY FLASHING A-8 FIRST FLOOR CONSTRUCTION PLAN A-9 SECOND FLOOR CONSTRUCTION PLAN 07 CONTINUOUSLY VENTED ROOF RIDGE 2020 RCNYS A-10 ROOF PLANR806 A-11 ELECTRICAL PLANS A-12 ELECTRICAL PLANS A-13 ELECTRICAL PLANS A-14 ELEVATIONS A-15 ELEVATIONS A-16 SECTIONS A C A-17 SCHEDULES A-16 A-16 NO. DESCRIPTION DATE 1 1 ISSUED FOR DESIGN COMMENT. 6-17-23 1 2 ISSUED FOR DESIGN COMMENT. 7-5-23 WW 1 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 F- u_ � 1 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 LL L O O O 0 � � 1 (DCD N Z Z 1 F- N FZ-- W w C14 1 U) 1 W Z H 07 w 1 CAD File Name: FOX FINAL 1.1ayout EXISTING ROOF RIDGE 1 EXISTING ROOF RIDGE Architect's Seal ` 0 E.RrC,a 'S�l C14 Q: 1 ° w 0I LLJ 041 1 1 1 1 1 Z H —A En I C� it I� X W cn X 02 , W ,~L w W 1 � ,� Yri �p k� O 05 60 �d 0 O 0 A Ir Z . w W EDWARD KOENIG A-14 ARCHITECT — 6 r I q 1 F- X9' I -O i I W I I I 101 I 03I www.EDWARDKOENIG.COM Architecture Firm: i .EDWARD KOENIG - ARCHITECT PO BOX 1051 150 VETERANS MEMORIAL HWY. I COMMACK, NY 11725 631-948-7030 (cell & text) Website: www.EDWARDKOENIG.com 1 I Email: EDKOENIG49@gmail.com I A-16 B Project Title: A-16 i I JARED FOX 1525 LEEWARD DRIVE I SOUTHOLD, NY 11971 7/ tI 631-335-0972 g JARED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 I Sheet Title 6 ROOF PLAN A C 1 A-16 A-16 A 14 Drawing No. ROOF PLAN SCALE: 1/4"= V-0" ®l 0 OF 17 SHEETS Copyright of Architectural Drawings-These plans are protected by I KEYNOTES NOTES federal law and are subject to copyright protection as an ELECTRICAL PLAN "architectural work"under section 102 of the copyright act, 17 NO. NOTE CODE REF. U.S.A. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.These drawings 01 HEAT DETECTOR 2020 RCNYS provided as an instrument for construction for the construction - GRASPABLE HANDRAIL(SECTION SECTION R314.2.3s are g STAIRS WITH 4 OR MORE RISEF S — — — — — PROVIDE SMOKE DETECTORS, HARD project at the address shown on the title block of the drawings and (SECTION R311.7.8). WIRED WITH BATTERY BACK UP, IN they may not be used for any project other than that listed at the HANDRA SHALL B address shown on the title block without the written consent and LEACH BEDROOM,AND IN EACH CONTINUOUS ON AT ST O o7 — — — — — COMMON HALLWAY ON EACH FLOOR compensation of the architect.This protection includes but is not SIDE OF STAIRS TO E: >- limited to the overall form as well as the arrangement and Z _ _ _ _ _ OF HDE ECTORS SO WHOONNECT ALL EN POSTS OR SAFETY TERAL (9 U ONE SIGNALS, 2020 RCNYS R314 composition of spaces and elements of the designs. Under such N (R311.'7.8. = 0 36" MIN. ALL WILL SIGNAL. SMOKE ALARMS protection, unauthorized use of these plans,work or home N 02 represented,can legally result in the cessation of construction or 3'-0" MIN. Q N CLEAR WIDTH ABOVE SHALL BEINSTALLED NTA LY DROM THE DOOR 907 2 10 NNOT LESS THAN 2020 YS buildings being seized and/or monetary compensation to Edward ND-BELOW RAICIN Koenig. CLEAR OPENING SHALL = cy OR OPENING OF A BATHROOM THAT PREVENT PASSAGE OF (4"DIA. Q CONTAINS OR AT LANDINGS AND 4-3/8" DIA ON W S WOULD T SHEET INDEX STAIRS), SPHERE THROUGH iJj PLACEMENT OF A SMOKE ALARM BY GUARDS.VERTICAL SPINDLE z Z _ _ _ _ _ THIS SECTION. NO. TITLE BALUSTERS GUARD AND FALL PROVIDE CARBON MONOXIDE A-1 CODE SHEET PROTECTION TO COMPLY'WITH U DETECTOR, HARD WIRED WITH A-2 SPECIFICATIONS SECTION R312 OF 2020 RCNYS U) 31-1/2"MIN. O BATTERY BACK UP, IN EACH COMMON SECTION 915 A-3 LEGENDS&PLUMBING RISER DIAGRAMS HALLWAY ON EACH FLOOR OF HOUSE. 2020 FCNYS A-4 THERMAL PLANS INTERCONNECT ALL DETECTORS SO A-5 DEMOLITION PLANS CLEAR OPENING CREATED B 9ILING ON ONE SID WHEN ONE SIGNALS ALL WILL SIGNAL. A-6 DEMOLITION PLANS TRIANGULAR STAIR RISER — — — — — A-7 FOUNDATION PLAN AREA SHALL PREVENT A-8 FIRST FLOOR CONSTRUCTION PLAN PASSAGE OF 6" DIA. SPHERE NOTE: A-9 SECOND FLOOR CONSTRUCTION PLAN AS PER SECTION R3'12.1.3 A-10 ROOF PLAN EXCEPTION#2 OF 2020 RCNYS AS PART OF THE RENOVATION, PROVIDE SMOKE DETECTORS, A-11 ELECTRICAL PLANS 27"MINA-13 ELECTRICAL PLANS . HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN A-12 ELECTRICAL PLANS THERE SHALL BE NO VARIATION IN RAILING EACH COMMON HALLWAY ON EACH FLOOR OF HOUSE. A-14 ELEVATIONS TREAD DEPTH OF MORE THAN 3/8", INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL A-15 ELEVATIONS SECTION 311.7.5.2 OF 2020 RCNYS �OTIDI=S— SIGNAL. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'0" A-16 SECTIONS ,T 18-1/4" MAX. HORIZONTALLY FROM THE DOOR OR OPENING OFA BATHROOM A-17 SCHEDULES THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD 1 STAI R AN D RAILING ELEVATION THERE SHALL BE NO VARIATION IN STAIR HANDRAIL CLEARANCES PREVENT PLACEMENT OF A SMOKE ALARM BY THIS SECTION. RISER HEIGHT OF MORE THAN 3/8", PLAN VIEW AREAS OF EXISTING HOUSE WHICH ARE UNAFFECTED BY A-11 SCALE: 1/2"= V-0" SECTION 311.7.5.1 OF 2020 RCNYS CONSTRUCTION,AND WHERE WALL AND CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE STRUCTURE, MAY BE PROVIDED WITH BATTERY OPERATED SMOKE DETECTORS AS PER 2020 RCNYS SECTION 314.6 EXCEPTION#2 AND 2020 RCNYS SECTION AJ601.8.1 AND BATTERY OPERATED CARBON MONOXIDE SENSORS AS PER 2020 FCNYS SECTION 915.4.1.1 EXCEPTION 1.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - � AND 2020 RCNYS SECTIONAJ601.8.2. NO. DESCRIPTION DATE 1 ISSUED FOR DESIGN COMMENT. 6-17-23 2 ISSUED FOR DESIGN COMMENT, 7-5-23 ELECTRICAL LEGEND 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 - - jRS tRS I I SYM. DESCRIPTION 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 PROPOSED UTILITY91 /� SMOKE DETECTOR -69 CEI HD HEAT DETECTOR — — — — — \ I DUPLEX, CEILING MOUNTED i CO CO DETECTOR 0 CEILING PULL CAD File Name: FOX FINAL 1.1ayout I I I o (D � 1 0 0 01 C EkISTING CELLAR , ' - - EXISTING ELECTRICAL PANEL Architect's Seal — — - I I DUPLEX G� F TELEVISION JACK 4 RECESSED HIGH HAT ` " ill.. / r L ....�.. 03 02 SINGLE POLE SLIDING DIMMER Jr w EXISTING CRAWLSPACE I I I / I IROPOSED 8 PROPOSED UTILITY#2 I I lei co S° I I I�I ® BATH EXHAUST FAN E I I I II 0 BARE BULB I I I I \ \ � � � � ' \ - - - - - - - - I I HALF DOME EDWARD KOENIG I I I J P � � SINGLE POLE i - - - - - - - - $$ ARCHITECT - - - - - - - - - - - - - - - -i PORCH LANTERN EXISTING SLAB I GFI-COUNTER-44"AFF I-- - - - - - - - - - - - - I L - - - - - - - - - - - - - - - - - - - - - --J $3 THREE WAY u F_ -- - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - �CT GAS COOKTOP F -(- - - _T - - - - - - - - - - 01 ACQUATINTA SUSPENSION LAMP 0*O BOWL CHANDELIER www.EDWARDKOENIG.COM d)ow DISHWASHER Architecture Firm: ® DUPLEX, FLOOR MOUNTED EDWARD KO N ICS - ARCHITECT (IM GFCI -CABINET PO BOX 1051 150 VETERANS MEMORIAL HWY. PROPOSED SLAB �R REFRIGERATOR COMMACK, NY 11725 I I I I (bMICROWAVE 1631-948-7030 (cell & text) M Website: www.EDWARDKOENIG.com CLOTHES WASHER Email: EDKOENIG49@gmail.com ,�,{,cw 6- CLOTHES DRYER Project Title: I I I bP DUPLEX(WEATHERPROOF) ONE STORY ADDITION AND RENO AD JARED FOX BOWL SCONCE(TRIPLE) 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 1631-335-0972 JARED.C.FOX@GMAIL.COM i I I I DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title - - - - - - - - - - - - L- - - - - - - - - - - - ELECTRICAL PLANS Drawing No. FOUNDATION ELECTRICAL PLAN in SCALE: 1/4"= V-0" A=11 OF 17 SHEETS Copyright of Architectural Drawings-These plans are protected by ELECTRICAL PLAN KEYNOTES federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 NO. NOTE CODE REF. U.S.A.as amended December 1990 and known as Architectural SECTION R314.2.3 Works Copyright Protection Act of 1990.These drawings are 01 HEAT DETECTOR 2020 RCNYS provided as an instrument for construction for the construction PROVIDE SMOKE DETECTORS, HARD project at the address shown on the title block of the drawings and WIRED WITH BATTERY BACK UP, IN they may not be used for any project other than that listed at the I IP EACH BEDROOM, AND IN EACH address shown on the title block without the written consent and COMMON HALLWAY ON EACH FLOOR compensation of the architect.This protection includes but is not OF HOUSE. INTERCONNECT ALL limited to the overall form as well as the arrangement and ❑ ❑ ° ❑ ° ° ° ❑ ❑ ❑ ❑ ° ° ° ° ° ° ° ❑ ° ° ° ❑ ° ❑ ❑ ❑ ❑ ❑ ° ° ❑ ❑ ❑ ° ° ❑ ° ° ° ° ° ° ° ° ° ° ° composition of spaces and elements of the designs. Under such DETECTORS SO WHEN ONE SIGNALS, 2020 RCNYS R314 ALL WILL SIGNAL. SMOKE ALARMS protection, unauthorized use of these plans,work or home 02 represented, can legally result in the cessation of construction or ° SHALL BE INSTALLED NOT LESS THAN 2020 FCNYS buildings being seized and/or monetary compensation to Edward ° 3'0" HORIZONTALLY FROM THE DOOR 907.2.10.2 Koenig. ° ❑ OR OPENING OF A BATHROOM THAT ❑ ❑ CONTAINS A BATHTUB OR SHOWER ° UNLESS THIS WOULD PREVENT SHEET INDEX ❑ ❑ PLACEMENT OF A SMOKE ALARM BY ❑ ❑ THIS SECTION. NO. TITLE ° PROVIDE CARBON MONOXIDE A-1 CODE SHEET DETECTOR, HARD WIRED WITH A-2 SPECIFICATIONS BATTERY BACK UP, IN EACH COMMON SECTION 915 A-3 LEGENDS& PLUMBING RISER DIAGRAMS HALLWAY ON EACH FLOOR OF HOUSE. 2020 FCNYS A-4 THERMAL PLANS ❑ INTERCONNECT ALL DETECTORS SO A-5 I DEMOLITION PLANS WHEN ONE SIGNALS ALL WILL SIGNAL. I A-6 DEMOLITION PLANS ❑ A-7 FOUNDATION PLAN ❑ A-8 FIRST FLOOR CONSTRUCTION PLAN ❑ ❑ A-9 SECOND FLOOR CONSTRUCTION PLAN EXISTING DECK o NOTE: A-10 ROOF PLAN ❑ A-11 ELECTRICAL PLANS ° AS PART OF THE RENOVATION, PROVIDE SMOKE DETECTORS, A-12 ELECTRICAL PLANS ° HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN A-13 ELECTRICAL PLANS EACH COMMON HALLWAY ON EACH FLOOR OF HOUSE. A-14 ELEVATIONS INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL A-15 ELEVATIONS ° SIGNAL. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'0" A-16 SECTIONS ❑ ❑ HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM A-17 ISCHEDULES ° THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD ° PREVENT PLACEMENT OF A SMOKE ALARM BY THIS SECTION. ❑ ° ❑ ❑ AREAS OF EXISTING HOUSE WHICH ARE UNAFFECTED BY CONSTRUCTION,AND WHERE WALLAND CEILING FINISHES ARE ° NOT BEING REMOVED TO EXPOSE THE STRUCTURE, MAY BE ° ° PROVIDED WITH BATTERY OPERATED SMOKE DETECTORS AS PER U13 2020 RCNYS SECTION 314.6 EXCEPTION#2 AND 2020 RCNYS ❑ ❑ _ - - - - - - - SECTION AJ601.8.1 AND BATTERY OPERATED CARBON MONOXIDE ° WP SENSORS AS PER 2020 FCNYS SECTION 915.4.1.1 EXCEPTION 1.1 AND 2020 RCNYS SECTION AJ601.8.2. NO. DESCRIPTION DATE 0 1 ISSUED FOR DESIGN COMMENT. 6-17-23 I ddv.tiv w \ IdJ diV4 0 2 ISSUED FOR DESIGN COMMENT. 7-5-23 LL ==fl ELECTRICAL LEGEND 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 SYM.IDESCRIPTION 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 a PROPOSED SMOKE DETECTOR 1 \ � KITCHEN � ` II \� F— — — — — — - - — - - � � 'IHD HEAT DETECTOR EXISTING BDRM#1 I LSIG BATH#1 01 - - - - _ ' DUPLEX, CEILING MOUNTED 'I \ _— — — — — —' 'MI 1 LL I - I IIP130POSED LIV RGII I SD CO CO DETECTOR 1 ' CLOSET 6"AFF (CJIIIEETAILE / \ \ R CEILING PULL CAD File Name: FOX FINAL 1.1a out 020 y LL \ ` \ EXISTING ELECTRICAL PANEL $ EP Architects Seal 9 "AFF a m - 03 Z > 0 _ _ ' — — — — M co SD b 7 DUPLEX ED 11,�) II 7(9 TELEVISION JACK ! LINEN 1 I RECESSED HIGH HATDINING E QO I SINGLE POLE SLIDING DIMMER X � V EXISTING BATH EXHAUST FAN O BARE BULB � I � I 1 / ARM CHAIR E p,RM CHP1R 1 / END TABLE ' M'� - HALF DOME EDWARD KO E N I G P � SINGLE POLE I "���"' ARCHITECT cw °D I PORCH LANTERN PROPOSED MUD ROOM � „ GFI-COUNTER-44"AFF -- MTO Ta EXISTING R/O SLAB iso - - / $3 THREE WAY 3 / [Ell 7E] u �T GAS COOKTOP ACQUATINTA SUSPENSION LAMP N YY ��O BOWL CHANDELIER www.EDWARDKOEN IG.COM r— — —� WDw DISHWASHER 0 Architecture Firm: on DUPLEX, FLOOR MOUNTED EDWARD KOEN_IG - ARCHITECT HD 01 dFCI GFCI-CABINET PO BOX 1051 150 VETERANS MEMORIAL HWY. (bR REFRIGERATOR COMMACK, NY 11725 PROPOSED GARAGE d)M MICROWAVE 631-948-7030 (cell &text) Website: www.EDWARDKOENIG.com (Wc�w CLOTHES WASHER Email: EDKOENIG49@gmail.com 6 CLOTHES DRYER Project Title: CD 6,P DUPLEX(WEATHERPROOF) ONE STORY ADDITION AND RENON AD I- - - - - - - - -- JARED FOX BOWL SCONCE(TRIPLE) 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAIL.COM DISTRICT 1000- SECTION 79 - BLOCK 7 - LOT 19 Sheet Title - - -I— � - - - F1 FCTRICAL PLANS Drawing No. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = V-0" A=12 OF 17 SHEETS Copyright of Architectural Drawings-These plans are protected by ELECTRICAL PLAN KEYNOTES federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 NO. INOTE CODE REF. U.S.A. as amended December 1990 and known as Architectural SECTION R314.2.3 Works Copyright Protection Act of 1990.These drawings are 01 HEAT DETECTOR 2020 RCNYS provided as an instrument for construction for the construction PROVIDE SMOKE DETECTORS, HARD project at the address shown on the title block of the drawings and WIRED WITH BATTERY BACK UP, IN they may not be used for any project other than that listed at the EACH BEDROOM,AND IN EACH address shown on the title block without the written consent and COMMON HALLWAY ON EACH FLOOR compensation of the architect.This protection includes but is not OF HOUSE. INTERCONNECT ALL limited to the overall form as well as the arrangement and DETECTORS SO WHEN ONE SIGNALS, 2020 RCNYS R314 composition of spaces and elements of the designs. Under such ALL WILL SIGNAL. SMOKE ALARMS protection, unauthorized use of these plans,work or home 02 represented,can legally result in the cessation of construction or 3'0" HORIZONTALLY FROM THE DOOR 907.2..10.210.2 SHALL INSTALLED NOT LESS THAN 2020buildings being seized and/or monetary compensation to Edward OR OPENING OF A BATHROOM THAT Koenig. CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT SHEET INDEX PLACEMENT OF A SMOKE ALARM BY THIS SECTION. NO. TITLE PROVIDE CARBON MONOXIDE A-1 CODE SHEET DETECTOR, HARD WIRED WITH A-2 SPECIFICATIONS BATTERY BACKUP, IN EACH COMMON SECTION 915 A-3 LEGENDS&PLUMBING RISER DIAGRAMS <@> 3 HALLWAY ON EACH FLOOR OF HOUSE. 2020 FCNYS A-4 THERMAL PLANS INTERCONNECT ALL DETECTORS SO A-5 I DEMOLITION PLANS WHEN ONE SIGNALS ALL WILL SIGNAL. A-6 DEMOLITION PLANS A-7 FOUNDATION PLAN A-8 FIRST FLOOR CONSTRUCTION PLAN A-9 SECOND FLOOR CONSTRUCTION PLAN NOTE: A-10 ROOF PLAN A-11 ELECTRICAL PLANS AS PART OF THE RENOVATION, PROVIDE SMOKE DETECTORS, A-12 ELECTRICAL PLANS HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN A-13 ELECTRICAL PLANS EACH COMMON HALLWAY ON EACH FLOOR OF HOUSE. A-14 ELEVATIONS INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL A-15 ELEVATIONS SIGNAL.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3'0" A-16 SECTIONS HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM A-17 SCHEDULES THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM BY THIS SECTION. AREAS OF EXISTING HOUSE WHICH ARE UNAFFECTED BY CONSTRUCTION,AND WHERE WALLAND CEILING FINISHES ARE NOT BEING REMOVED TO EXPOSE THE STRUCTURE, MAY BE PROVIDED WITH BATTERY OPERATED SMOKE DETECTORS AS PER 2020 RCNYS SECTION 314.6 EXCEPTION#2 AND 2020 RCNYS SECTION AJ601.8.1 AND BATTERY OPERATED CARBON MONOXIDE SENSORS AS PER 2020 FCNYS SECTION 915.4.1.1 EXCEPTION 1.1 AND 2020 RCNYS SECTION AJ601.8.2. IVO. DESCRIPTION DATE LL 1 ISSUED FOR DESIGN COMMENT. 6-17-23 idol ® 2 ISSUED FOR DESIGN COMMENT. 7-5-23 ELECTRICAL LEGEND I 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 I � I I SYM. DESCRIPTION 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 I i IEXISTINGi SD SMOKE DETECTOR 1 0 ► i I— LL EXISTING BDRM#4 HD HEAT DETECTOR i o I DUPLEX, CEILING MOUNTED 1 AFF ` CO CO DETECTOR 4" I LINEN � � 02 01 CEILING PULL CAD File Name: FOX FINAL 1.1ayout 03 — EXISTING BDRM#5SD P EXISTING ELECTRICAL PANEL EP Architect's Seal CO SD _ DUPLEX r 00p00O000000TELEVISION JACK Q1 T�v i DIN SD RECESSED HIGH HAT OPEN BELOW ! -t r. SINGLE POLE SLIDING DIMMER CLOSET Me BATH EXHAUST FAN �O� &#3 9j�'�.,?7F:�';r: EXISTIN BIDC) 0 BARE BULB HALF DOME EDWARD KOENIG $ 1 SINGLE POLE ARCHITECT PORCH LANTERN GFI -COUNTER-44"AFF 3 THREE WAY CT GAS COOKTOP ACQUATINTA SUSPENSION LAMP O BOWL CHANDELIER 06 www.EDWARDKOEN IG.COM `Low DISHWASHER @ DUPLEX, FLOOR MOUNTED Architecture Firm: EDWARD KO NICD - ARCHITECT �-G FCI GFCI-CABINET P'O BOX 1051 150 VETERANS MEMORIAL HWY. �R REFRIGERATOR COMMACK, NY 11725 631-948-7030 (cell &text) (bM MICROWAVE Website: www.EDWARDKOENIG.com (� Email: EDKOENIG49@gmail.com `Lcw CLOTHES WASHER W1Co CLOTHES DRYER Prcoject Title: (bwP DUPLEX(WEATHERPROOF) ONE STORY ADDITION AND RENO AD � BOWL SCONCE (TRIPLE) JARED FOX 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 6.31-335-0972 JARED.C.FOX@G MAI L.COM DIISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title ELECTRICAL PLANS Dirawing No. SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"= V-0" A=13 OF 17 SHEETS Copyright of Architectural Drawings-These plans are protected by A C ELEVATION KEYNOTES federal law and are subject to copyright protection as an A-16 "architectural work"under section 102 of the copyright act, 17 NO. NOTE CODE REF. U.S.A. as amended December 1990 and known as Architectural RIDGEHT A-16 9" CONTINUOUSLY CONTINUOUSLY VENTED Works Copyright Protection Act of 1990.These drawings are * 27.15 BOXED EAVE OVERHANG,WITH 1"X 6" provided as an instrument for construction for the construction FASCIA, CLAD IN WHITE ALUMINUM BREAK project at the address shown on the title block of the drawings and EXISTING : 1201 METAL. FINISHED WITH ALUMINUM they may not be used for any project other than that listed at the LEADERS, GUTTERS,AND DOWNSPOUTS AT address shown on the title block without the written consent and EACH EAVE OVERHANG (TYPICAL). compensation of the architect.This protection includes but is not 1 12 EXISTING : 12 ( ) limited to the overall form as well as the arrangement and 7 f EXISTING GRADE SLOPED AWAY FROM composition of spaces and elements of the designs. Under such bo 07 12 1202 STRUCTURE 6" MIN.VERTICAL FOR 10'-0" SECTION R401.3 protection, unauthorized use of these plans,work or home 7 1 1 7 HORIZONTAL RUN FOR 4'-0" MIN. 2020 RCNYS represented, can legally result in the cessation of construction or 11 ® HORIZONTAL LENGTH. buildings being seized and/or monetary compensation to Edward ROOF TO RECEIVE SELF ADHESIVE ICE Koenig. 12 BARRIER FROM INSIDE EDGE OF EXTERIOR ROOF RID E 03 BARRIER FOR CONTOINUITY TO FASCIA R905.1OF. EXTEND ICE 02N SHEET INDEX 18.99 BOARD AND GUTTER ASSEMBLY. SEE 2020 RCNYS NO. TITLE 08I I I I I I I I I I ITHERMAL AND MOISTURE SPECIFICATIONS A-1 CODE SHEET TYPICAL . A-2 SPECIFICATIONS to SIDING SPECIFICATIONS: A-3 LEGENDS&PLUMBING RISER DIAGRAMS 06 04 7" EXPOSURE JAMES HARDIE STRAIGHT A-4 THERMAL PLANS EDGE PANEL SHINGLE SIDING A-5 DEMOLITION PLANS 05 STANDARD ROOF ASSEMBLY-240# A-6 DEMOLITION PLANS ,_ ARCHITECTURAL ASPHALT OR FIBERGLASS A-7 FOUNDATION PLAN IDG HE T ROOF SHINGLES TO MATCH EXISTING OVER A-8 FIRST FLOOR CONSTRUCTION PLAN 13.52till 05 30#ROOFING FELT ON Y2"'CDX' PLYWOOD A-9 SECOND FLOOR CONSTRUCTION PLAN ROOF SHEATHING (NO ALTERNATES WILL A-10 ROOF PLAN 03 EXISTING2 1 BE ACCEPTED FOR PLYWOOD ROOF A-11 ELECTRICAL PLANS 7 SHEATHING)OVER 2"X 6"ROOF RAFTERS A-12 ELECTRICAL PLANS CO a 16"O.C.. A-13 ELECTRICAL PLANS A-14 ELEVATIONS CEILING OP PLATE LEVEL 06 2"X 8" ROOF RIDGE SECTION R806 A-15 ELEVATIONS 9.58 2020 RCNYS A_16 SECTIONS 07 LVL ROOF RIDGE, SECTION R806 A-17 SCHEDULES 01 CONTINUOUSLY VENTED 2020 RCNYS STANDARD CATHEDRAL ROOF ASSEMBLY- 240#ARCHITECTURAL ASPHALT OR 04 FIBERGLASS ROOF SHINGLES TO MATCH = LL==1EXISTING OVER 30#ROOFING FELT ON 1/2" 09 'CDX' PLYWOOD ROOF SHEATHING(NO 08 ALTERNATES WILL BE ACCEPTED FOR 29 PLYWOOD ROOF SHEATHING)OVER 2"X 10" 10 ROOF RAFTERS @ 16"O.C.WITH 8-1/4" R- 02 111111 1111UM 30C N ULATION BATTSFT PAPER BBETWE NACKED IBRAFTERSS NO. DESCRIPTION DATE COVERED WITH 1/2"GYPSUM BOARD. 1 ISSUED FOR DESIGN COMMENT. 6-17-23 PR XIMATE RADE LEVEL 09 4"CELLULAR PVC CORNER BOARDS AND WINDOW CASING 2 ISSUED FOR DESIGN COMMENT. 7-5-23 37 10"X 10" DECORATIVE COLONIAL COLUMN 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 O ENCLOSURE OVER 4"X 4" P.T. POST.VERFIY ci 10 REQUIRED COLUMN HEIGHT IN FIELD 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 BOTTOM BEFORE ORDERING OR CUTTING(TYPICAL). -3.00 SECTION <8> 1 CHIMNEY CAP WITH SPARK ARRESTOR R1003.9.2 2020 RCNYS CHIMNEY TO EXTEND 2'-0"ABOVE ANY ROOF SURFACE WITHIN 10'-0" SECTIONS R> 2 HORIZONTALLY AND SHALL NOT BE LESS R1003.9 AND THAN T-0"ABOVE THE HIGHEST POINT 1003.18 WHERE THE CHIMNEY PASS THROUGH THE 2020 RCNYS A C ROOF. A-16 A-16 1CAD File Name: FOX FINAL 1.1ayout FRONT ELEVATIONA-14 SCALE: 1/4"= 1'-0" Architect's Seal - �- cAp, Zo P N ES -- B RIDGE HEIGHT A-16 27.15 EDWARD KO E N I G 12 12 EXISTING (— EXISTING ARCHITECT _ 00 CEILING PLATE LEVEL 18.75 www.EDWARDKOENIG.COM 06 Architecture Firm: N EDWARD KOENIG - ARCHITECT 12 PO BOX 1051 05 150 VETERANS MEMORIAL HWY. COMMACK, NY 11725 631-948-7030 (cell &text) CEILINGP PLATE LEVEL 9.58 ly Website: www.EDWARDKOENIG.com Email: EDKOENIG49@gmaii.com 01 Project Title: 04 _ o) 09 28 10 JARED FOX 1525 LEEWARD DRIVE 02 SOUTHOLD, NY 11971 631-335-0972 JARED.C.FOX@GMAIL.COM APROXIMATE GRADE DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 0.00 ly Sheet Title ELEVATIONS B 2 Drawing No. A-16 A-14 1' SCALE: 1/4"= -0" A=14 OF 17 SHEETS Copyright of Architectural Drawings-These plans are protected by ELEVATION KEYNOTES federal law and are subject to copyright protection as an NO. NOTE CODE REF. "architectural work"under section 102 of the copyright act, 17 C A 9"CONTINUOUSLY CONTINUOUSLY VENTED U.S.A.as amended December 1990 and known as Architectural A-16 A-16 BOXED EAVE OVERHANG,WITH 1"X 6" Works Copyright Protection Act of 1990.These drawings are RIDGE HEIGHT FASCIA, CLAD IN WHITE ALUMINUM BREAK provided as an instrument for construction for the construction 27.15 01 METAL. FINISHED WITH ALUMINUM project at the address shown on the title block of the drawings and LEADERS, GUTTERS, AND DOWNSPOUTS AT they may not be used for any project other than that listed at the EACH EAVE OVERHANG(TYPICAL). address shown on the title block without the written consent and compensation of the architect.This protection includes but is not EXISTING GRADE SLOPED AWAY FROM limited to the overall form as well as the arrangement and STRUCTURE 6" MIN.VERTICAL FOR 10'-0" SECTION R401.3 composition of spaces and elements of the designs. Under such EXISTING : 12 N 02 HORIZONTAL RUN FOR 4'-0"MIN. 2020 RCNYS protection, anoriz plans, work or home legally result in the cesof sationconstruction or 07 00 HORIZONTAL LENGTH. buildings being seized and/or monetary compensation to Edward ROOF TO RECEEXISTING : 12 BARRIER FROMI INSIDE EDGE OF EXTERIOR Koenig. SELF ADHESIVE ICE 11 WALL TO T-0" UP ROOF. EXTEND ICE SECTION 03 BARRIER FOR CONTINUITY TO FASCIA R905.1.2 SHEET INDEX 12 BOARD AND GUTTER ASSEMBLY. SEE 2020 RCNYS RIDGEI HT THERMAL AND MOISTURE SPECIFICATIONS NO. TITLE 18,99 TYPICAL . A-1 CODE SHEET SIDING SPECIFICATIONS: A-2 SPECIFICATIONS 25 " A-3 LEGENDS& PLUMBING RISER DIAGRAMS 08 04 7 EXPOSURE JAMES HARDIE STRAIGHT F-109 35 EDGE PANEL SHINGLE SIDING A-4 THERMAL PLANS STANDARD ROOF ASSEMBLY-240# A-5 DEMOLITION PLANS ARCHITECTURAL ASPHALT OR FIBERGLASS A-6 DEMOLITION PLANS ROOF SHINGLES TO MATCH EXISTING OVER A-7 FOUNDATION PLAN 30#ROOFING FELT ON'/z"'CDX' PLYWOOD A-8 FIRST FLOOR CONSTRUCTION PLAN 05 ROOF SHEATHING (NO ALTERNATES WILL A-9 SECOND FLOOR CONSTRUCTION PLAN BE ACCEPTED FOR PLYWOOD ROOF A-10 ROOF PLAN SHEATHING)OVER 2"X 6"ROOF RAFTERS A-11 ELECTRICAL PLANS 030 16"O.C.. A-12 ELECTRICAL PLANS TION R806 A-13 ELECTRICAL PLANS SEC 06 2"X 8" ROOF RIDGE SECTION A-14 ELEVATIONS 2020 A-15 ELEVATIONS (2) 1-3/4"X 11-1/4" LVL ROOF RIDGE, SECTION R806 A-16 SECTIONS CEILING TOP PLATE LEVEL 07 9.58 CONTINUOUSLY VENTED 2020 RCNYS A-17 ISCHEDULES ❑ STANDARD CATHEDRAL ROOF ASSEMBLY- 01 240#ARCHITECTURAL ASPHALT OR [F7] F-1FIBERGLASS ROOF SHINGLES TO MATCH 03 04 H01 EXISTING OVER 30#ROOFING FELT ON 1/2" 04 'CDX' PLYWOOD ROOF SHEATHING (NO 08 ALTERNATES WILL BE ACCEPTED FOR 01 r PLYWOOD ROOF SHEATHING)OVER 2"X 10" 09 ROOF RAFTERS @ 16"O.C.WITH 8-1/4" R- FLOOR LEVEL 30C KRAFT PAPER BACKED FIBERGLASS 02 2.08 INSULATION BATTS BETWEEN RAFTERS COVERED WITH 1/2"GYPSUM BOARD. NO. DESCRIPTION DATE 09 4" CELLULAR PVC CORNER BOARDS AND 1 ISSUED FOR DESIGN COMMENT. 6-17-23 WINDOW CASING iv 10"X 10" DECORATIVE COLONIAL COLUMN 2 ISSUED FOR DESIGN COMMENT. 7-5-23 X MATE GRADE LEVEL 10 ENCLOSURE OVER 4"X 4" P.T. POST.VERFIY 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 0.00 O REQUIRED COLUMN HEIGHT IN FIELD o BEFORE ORDERING OR CUTTING(TYPICAL). 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 "ce) SECTION 11 BOTTOM OF FOOTING CHIMNEY CAP WITH SPARK ARRESTOR R1003.9.2-3.00 CHIMNEY TO EXTEND 2'-0"ABOVE ANY 2020 RCNYS ROOF SURFACE WITHIN 10'-0" SECTIONS HORIZONTALLY AND SHALL NOT BE LESS R1003.9 AND 12 THAN 3'-0"ABOVE THE HIGHEST POINT 1003.18 WHERE THE CHIMNEY PASS THROUGH THE 2020 RCNYS ROOF. C A A-16 A-16 CAD File Name: FOX FINAL 1.1ayout 3 RFAR ELEVATION Architect's Seal I---- EDq A-15 SCALE: 1/4"= V-0" Rctii C� B �• A-16 RIDGE HEIGHT 12 1 27.15 EXISTING EXISTING EDWARD KOENIG ARCHITECT H IM H 11 An7 12 M 12 12 61 6 27 08 06 03 RIDGE HEIGHT 05 www.EDWARDKOENIG.COM 13.44 Architecture Firm: 0 EDWARD KOENIO - ARCHITECT PO BOX 1051 CEILING TOP PLATE LEVEL 150 VETERANS MEMORIAL HWY. 9.58 COMMACK, NY 11725 01 631-948-7030 (cell & text) 30 31 Website: www.EDWARDKOENIG.com 04 Email: EDKOENIG49@gmail.com r` 09 b) Project Title: ® 02 ONE STORY DDITION AND RENO AD JARED FOX 1525 LEEWARD DRIVE rL APROXIMATE GRADE LEVEL SOUTHOLD, NY 11971 IV 0.00 631-335-0972 N JARED.C.FOX@GMAIL.COM TOP OF FOOTING DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 -2.33 Sheet Title ELEVATIONS B A-16 Drawing No. 4 A-15 SCALE: 1/4"= 1'-0" Aml 5 OF 17 SHEETS 18 SECTION KEYNOTES Copyright of Architectural Drawings-These plans are protected by B federal law and are subject to copyright protection as an NO. NOTE CODE REF. A-16 "architectural work"under section 102 of the copyright act, 17 02 16"X 8" POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN.WITH 2 #5 REBAR BEARING U.S.A.as amended December 1990 and known as Architectural RIDGE: EIGHT RIDGE HEIGHT ( ) Works Copyright Protection Act of 1990.These drawings are 01 ON UNDISTURBED VIRGIN SOIL T-0" DEEP 18'99 12 12 18.99 MINIMUM. REBAR CONCRETE COVERAGE TO BE provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and 6 [— 6 3" MIN.. they may not be used for any project other than that listed at the address shown on the title block without the written consent and R> 2 2"X 4" COLLAR TIES @ 16"O.C. compensation of the architect.This protection includes but is not 19 15 `n limited to the overall form as well as the arrangement and 22 03 2"X 4"STRONG BACKS (CONTINUOUS) composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home 14 represented, can legally result in the cessation of construction or 12 RIDGE HEIGHT 04 2"X 8"ROOF RIDGE, CONTINUOUSLY VENTED. SECTION R806 buildings being seized and/or monetary compensation to Edward 13.52 2020 RCNYS Koenig. CEILING ASSEMBLY-2"X 6"CEILING JOISTS @ TOP PIL TE LEV 05 PAPER BACKEDPTIONAL FIBERGLASS,INSU INSULATION KRAFT SHEET INDEX 11.61 BATTS BETWEEN CEILING JOISTS COVERED NO. I TITLE 17 P PLA V WITH 5/8"TYPE"X"GYPSUM BOARD. A-1 CODE SHEET 20 11 9.58 EXISTING GRADE SLOPED AWAY FROM A-2 SPECIFICATIONS 06 STRUCTURE 6"MIN. VERTICAL FOR 10'-0" SECTION R401.3 A-3 LEGENDS&PLUMBING RISER DIAGRAMS HORIZONTAL RUN FOR 4'-0" MIN. HORIZONTAL 2020 RCNYS A-4 THERMAL PLANS = PROPOSED 10 PROPOSED UPGRADE EXISTING FOUNDATION WALL WITH 4" A-5 DEMOLITION PLANS CDLIVING MUDROOM@ FOUNDATION A-7 DEMOLITION UNDATION PLAN PROPOSED 05 07 11/2" R-15 KRAFT PAPER BACKED FIBERGLASS A-8 FIRST FLOOR CONSTRUCTION PLAN GARAGE INSULATION BATTS BEWEEN STUDS, COVERED A-9 SECOND FLOOR CONSTRUCTION PLAN WITH 1/2"GYPSUM BOARD. A-10 ROOF PLAN GARAGE SLAB-4" POURED CONCRETE FLOOR A-11 ELECTRICAL PLANS 16 21 Q 08 SLAB WITH 6"X 6"W1.4 X W1.4 W.W.F. OVER 4" A-12 ELECTRICAL PLANS <08> COMPACTED CRUSHED GRAVEL. PITCH FLOOR A-13 ELECTRICAL PLANS SLAB 1/8PER FOOT TOWARDS GARAGE FLOC)R V R " A-14 ELEVATIONS DOORS. 2.08 06 2.08 A-16 SECTIONSNS o FOUNDATION WALL-8" POURED CONCRETE APROXIMATE GRADE LEVEL A-17 SCHEDULES iv iv FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. � E GRADE 09 WITH#5 REBAR HORIZONTAL AT TOP OF 0.00 IV FOUNDATION WALL AND CONTINUOUS AT = CORN 24 25 "— ERS.09 INTERIOR WALL ASSEMBLY- 1/2" GYPSUM PROPO ED 10 BOARD OVER 2"X 4"WOOD STUDS @ 16"O.C. UTILITY RM. F BOTTOM OF FOOTING COVERED WITH ''/"GYPSUM BOARD. -3.00 NEW EXTERIOR PERIMETER WOOD FRAME B WALL CONSTRUCT BY VINYL SIDING(SEE A-16 01 ELEVATIONS FOR MFG.AND SPEC.)OVER N 'TYVEK'HOUSE WRAP OVER 1/2" EXTERIOR GRADE'CDX' PLYWOOD SHEATHING (OR NO. DESCRIPTION DATE EQUAL)OVER 2"X 4"WOOD STUDS @ 16"O.C. 11 WITH OPTIONAL 3-1/2" R-13 KRAFT PAPER 1 ISSUED FOR DESIGN COMMENT. 6-17-23 BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED WITH 5/8"TYPE"X" 2 ISSUED FOR DESIGN COMMENT. 7-5-23 GYPSUM BOARD. FASTEN 1/2"PLYWOOD WITH 8D COMMON NAILS @ 6"O.C.AT EDGE AND 12" 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 A SECTION O.C. IN FIELD AND FASTEN 1/2"GYPSUM 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 A-16 SCALE: 1/4"= V-0" ATTACHED WITH 5D COOLER NAILS @ 7"O.C.AT EDGE AND 10"O.C. IN FIELD. ROOF TO RECEIVE SELF ADHESIVE ICE BARRIER FROM INSIDE EDGE OF EXTERIOR 12 WALL TO 3'-0" UP ROOF. EXTEND ICE BARRIER SECTION R905.1.2 FOR CONTINUITY TO FASCIA BOARD AND 2020 RCNYS RIDGE HEIGHT GUTTER ASSEMBLY. SEE THERMAL AND 12 12 13 27.15 MOISTURE SPECIFICATIONS(TYPICAL). EXISTING (— EXISTING 14 13 2"X 12"ROOF PLATE STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR FIBERGLASS File Name: FOX FINAL 1.layout co ROOF SHINGLES TO MATCH EXISTING OVER 30# 14 ROOFING FELT ON '/2"'CDX' PLYWOOD ROOF SHEATHING (NO ALTERNATES WILL BE Architect's Seal E'.` D Ann .. _..� u ACCEPTED FOR PLYWOOD ROOF SHEATHING) OVER 2"X 6"ROOF RAFTERS 16"O.C.. CEILING P PLATE LEVEL <' NIJ 20.33 15 2"X 8" ROOF RIDGE VIF EXISTING WALL(FORMER MUDROOM/ ` ��- LAUNDRY ROOM) FILLED SOLID WITH 04 = 2"R-15 KRAFT PAPER BACKED FIBERGLASS 16 INSULATION. UPGRADE AS REQUIRED WITH 3-1/ oI INSULATION BATTS BETWEEN STUDS. A 00 RAISE TOP PLATE HEIGHT TO 9'-6"TO MATCH A-16 EXISTING EXISTING BY SISTERING 2"X 4"STUDS @ 16" 02 14 > 13DRM#5 O.C.TO EACH EXISTING STUD, CONTINUOUSLY 12 RIDGE HEIGHT 17 NAILED. INSULATE WALL AS REQUIRED WITH 3- rL 1/2" R-15 KRAFT PAPER BACKED FIBERGLASS 13.51 12 INSULATION BATTS BETWEEN STUDS COVERED 03 1 6 EXISTING rL FLOOR LEVEL WITH 1/2" GYPSUM BOARD. NG TOP 11.67 PLATE18 (CONTINUOUSLY VENTED,OCONTINUOUSLY SECTION RCNYS F RIDGE, 12 M O SEC IOR8 EDWARD KOENIG VENTED. STANDARD CATHEDRAL ROOF ASSEMBLY-240# ARCHITECT CEILING TOP PLATE LEVEL 23 ARCHITECTURAL ASPHALT OR FIBERGLASS 9.58 ROOF SHINGLES TO MATCH EXISTING OVER 30# 05 ROOFING FELT ON %2"'CDX'PLYWOOD ROOF 19 SHEATHING (NO ALTERNATES WILL BE 11 ACCEPTED FOR PLYWOOD ROOF SHEATHING)PROPOSED PROPOSED KITCHEN DINING OVER 2"X 10" ROOF RAFTERS @ 16"O.C.WITH PR POSED 8-1/4"R-30C KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN OAIAGE RAFTERS COVERED WITH 1/2"GYPSUM BOARD. _ 08 b) FLOOR LEVEL CEILING ASSEMBLY-2"X 6"CEILING JOISTS 2'08 @ 16"O.C.WITH OPTIONAL 8-1/4"R-30C KRAFT 20 PAPER BACKED FIBERGLASS INSULATION 06 BATTS BETWEEN CEILING JOISTS COVERED WITH 1/2"GYPSUM BOARD. = FLOOR ASSEMBLY: 3/4""CDX"TONGUE AND ;.. T• iv APRXIMATE RDE EVE GROOVE PLYWOOD FLOOR SHEATHING GLUED APR XIMA ADE V AND SCREWED OVER 2"X 8" FLOOR JOISTS @ WWW.EDWARDKOEN IG.COM 7777 0.00 0.00 21 16"O.C. (DOUBLE EVERY OTHER)TO MATCH AND ALIGN EXISTING WITH 5-1/2" R-21 KRAFT 09 o EXISTING PAPER BACKED FIBERGLASS INSULATION Architecture Firm: C' CELLAR BATTS BETWEEN FLOOR JOISTS. , •, BOTTOM FF TIN 07 EDWARD KOEN_IG - ARCHITECT 01 -3.00 <9> (2) 1-314"X 9-1/2" LVL BEAM (FLUSH) P'O BOX 1051 A (5) 1-3/4"X 7-1/4"LVL BEAM WITH (4)3/4"STEEL 150 VETERANS MEMORIAL HWY. A-16 23 FLITCH PLATES BOLTED WITH 1/2" DIA. BOLTS @ V-6"O.C. "STAGGERED"(FLUSH)OR W8 X 31 COMMACK, NY 11725 STEEL BEAM FLUSH 631-948-7030 (cell &text) <24> 4 (2) 1-3/4"X 7-1/4"LVL BEAM (FLUSH) Website: www.EDWARDKOENIG.com SECTION B = c_ � SECTION = FLOOR ASSEMBLY: 3/4""CDX"TONGUE AND Email: EDKOENIG49@gmail.com A-16 SCALE: 1/4" 1'-0" A-16 SCALE: 1/4" 1'-0" GROOVE PLYWOOD FLOOR SHEATHING GLUED ?> AND SCREWED OVER 2"X 8" FLOOR JOISTS @ 16"O.C.TO MATCH AND ALIGN EXISTING WITH 5- Project Title: 1/2"R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN FLOOR JOISTS. ONE STORY ADDITION AND RENMAD JARED FOX 1525 LEEWARD DRIVE SOUTHOLD, NY 11971 631-335-0972 J.ARED.C.FOX@GMAIL.COM DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 Sheet Title SECTIONS Drawing No. -16 OF 17 SHEETS Copyright of Architectural Drawings-These plans are protected by FINISH SCHEDULE DOOR SCHEDULE WINDOW SCHEDULE federal law and are subject to copyright protection as an 3D 3D "architectural work"under section 102 of the copyright act, 17 ROOM NAME FLOORS FLOOR AREA WALLS CEILINGS ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER CODE ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER TEMPERED EGRESS CODE U.S.A. as amended December 1990 and known as Architectural 12 OZ. CARPET OVER BENJAMIN MOORE REGAL WALL 1/2"GYPSUM BOARD, PRIMED ELEV. ELEV. EXISTING CELLAR PADDING, COLOR AND STYLE 876 SATIN, COLOR TO BE SELECTED TWO COATS, PAINTED BENJAMIN Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction TO BE SLECTED BY OWNER BY OWNER CONCRETE DRYWALL MOORE FLAT WHITE FRENCHWOOD GLASS 1 3/4"X14"X77" ANDERSEN 400 project at the address shown on the title block of the drawings and 01IUD] 72" 80" LVL ANDERSEN FWG6068 L 01 46 1/8" 48 7/8" DOUBLE HUNG 2"X6"X49 5/8" 2 LUMBER EPDXY PAINTED FLOOR BENJAMIN MOORE REGAL WALL 5/8"TYPE"X"GYPSUM BOARD, SLIDER (2) ( ) SERIES TW38310 they may not be used for any project other than that listed at the PROPOSED UTILITY#1 96 SATIN, COLOR TO BE SELECTED PAINTED BENJAMIN MOORE FLAT address shown on the title block without the written consent and SUB BY OWNER CONCRETE WHITE 11 compensation of the architect.This protection includes but is not BENJAMIN MOORE REGAL WALL 5/8"TYPE"X" GYPSUM BOARD, 02 1 24" 80" BIFOLD 2"X6"X29"(2) LUMBER MASONITE 02 22 1/8" 44 7/8" DOUBLE HUNG 2"X6"X25 5/8" (2) LUMBER ANDERSEN 400 TW1836 limited to the overall form as well as the arrangement and PROPOSED UTILITY#2 EPDXY PAINTED FLOOR 71 SATIN, COLOR TO BE SELECTED PAINTED BENJAMIN MOORE FLAT SERIES composition of spaces and elements of the designs. Under such SLAB BY OWNER, CONCRETE WHITE protection, unauthorized use of these plans,work or home 12"X 12"CERAMIC FLOOR BENJAMIN MOORE REGAL WALL 1/2" GYPSUM BOARD, PRIMED jj „ „ „ „ „ ANDERSEN 400 PROPOSED BATH#5 TILE OVER THINSET OVER 1/ 41 SATIN, COLOR TO BE SELECTED TWO COATS, PAINTED BENJAMIN 03 24 80 SWING 2X6 X29 (2) LUMBER MASONITE 03 22 1/8 44 718 DOUBLE HUNG 2X6 X25 518 2 LUMBER represented,can legally result in the cessation of construction or ( ) SERIES TW1836 buildings being seized and/or monetary compensation to Edward 2" DURAROCK BOARD BY OWNER DRYWALL MOORE FLAT WHITE Koenig. EPDXY PAINTED FLOOR 5/8"TYPE"X"GYPSUM BOARD, 5/8"TYPE"X"GYPSUM BOARD, °° ANDERSEN 400 PROPOSED GARAGE SLAB 300 TAPED AND NO PAINT LED, NO TAPED AND MER NO PAINT LED, NO 04 IN 30" 80" SWING 2"X6"X35"(2) LUMBER MASONITE 04 46 1/8" 44 7/8" DOUBLE HUNG 2"X6"X49 5/8"(2) LUMBER SERIES TW3836PRISHEET INDEX 1/2"GYPSUM BOARD, PRIMED TWONO. TITLE 12"X 12" CERAMIC FLOOR COATS, PAINTED BENJAMIN 1/2"GYPSUM BOARD, PRIMED ®® A-1 CODE SHEET PROPOSED MUD ROOM TILE OVER THINSET OVER 1/ 77 MOORE REGAL WALL SATIN, TWO COATS, PAINTED BENJAMIN 06 ®� 32" 80" 9 PANE GARDEN ENTRY 2"X6"X37" (2) LUMBER THERMATRU 09 38 1/8" 56 7/8" DOUBLE HUNG 2"X6"X41 5/8" (2) LUMBER ANDERSEN 400 TW3046 2" DURAROCK BOARD MOORE, FLAT WHITE IM SERIES A-2 SPECIFICATIONS COLOR T.B.S. A-3 LEGENDS&PLUMBING RISER DIAGRAMS 3/4" OAK FLOORING GRADE 1/2"GYPSUM BOARD, PRIMED TWO 1/2"GYPSUM BOARD, PRIMED °OANDERSEN 400 A-4 THERMAL PLANS PROPOSED LIVING #1, STAINED TWO COATS OF 310 COATS, PAINTED BENJAMIN TWO COATS, PAINTED BENJAMIN 07 36" 80" SWING BIPART 2"X6"X41"(2) LUMBER MASONITE 10 032 1/8" 48 7/8" DOUBLE HUNG 2"X6"X35 5/8"(2) LUMBER TW26310 A-5 DEMOLITION PLANS WATER BASED POLY, STAIN MOORE REGAL WALL SATIN, MOORE, FLAT WHITE SERIES A-6 DEMOLITION PLANS COLOR TO BE SELECTED COLOR T.B.S. A-7 FOUNDATION PLAN ` CERAMIC WALL TILE TO BE 11 ANDERSEN 400 A-8 FIRST FLOOR CONSTRUCTION PLAN SELECTED, FROM COUNTER TO 09 24" 80" SWING 2"X6"X29" (2) LUMBER MASONITE 25 22 1/8" 36 7/8" DOUBLE HUNG 2"X6"X25 5/8" (2) LUMBER SERIES TW18210 A-9 SECOND FLOOR CONSTRUCTION PLAN 3/4"OAK FLOORING GRADE UNDERSIDE OF WALL CABINETS, 1/2"GYPSUM BOARD, PRIMED A-10 ROOF PLAN #1, STAINED TWO COATS OF OVER 1/2"GREEN BOARD. 11 A-11 ELECTRICAL PLANS PROPOSED KITCHEN WATER BASED POLY, STAIN 265 BALANCE OF WALL TO RECEIVE 1/ TWO COATS, PAINTED BENJAMIN 10 24" 80" SWING 2"X6"X29" 2 LUMBER MASONITE 27 30 1/8" 48 7/8" DOUBLE HUNG 2"X6"X33 5/8" 2 LUMBER ANDERSEN 400 TW24310 A-12 ELECTRICAL PLANS COLOR TO BE SELECTED 2"GYPSUM BOARD PAINTED TWO MOORE, FLAT WHITE ( ) ( ) SERIES A-13 ELECTRICAL PLANS COATS BENJAMIN MOORE REGAL A-14 ELEVATIONS WALL SATIN B1 „ " ANDERSEN 400 A-15 ELEVATIONS 3/4"OAK FLOORING GRADE 1/2"GYPSUM BOARD, PRIMED TWO 11 BI 18„ 80" SWING 2X6„X23 (2) LUMBER MASONITE 28 32 1/8 48 7/8 DOUBLE HUNG 2X6"X35 5/8 (2) LUMBER TW26310 #1, STAINED TWO COATS OF COATS, PAINTED BENJAMIN 1/2 GYPSUM BOARD, PRIMED 91 SERIES A-16 SECTIONS PROPOSED DINING 339 TWO COATS, PAINTED BENJAMIN A-17 SCHEDULES WATER BASED POLY, STAIN MOORE REGAL WALL SATIN, MOORE, FLAT WHITE 11 ANDERSEN 400 COLOR TO BE SELECTED COLOR T.B.S. 12 24” 80” SWING 276"X29"(2) LUMBER MASONITE 30 El 46 1/8" 48 7/8" DOUBLE HUNG 2"X6749 5/8"(2) LUMBER TW38310 CERAMIC TILE OVER GREEN u SERIES 12" X 12"CERAMIC FLOOR BOARD(CONCRETE BACKER 1/2"GYPSUM BOARD, PRIMED EXISTING BATH#1 TILE OVER THINSET OVER 1/ 50 BOARD AT TUBS AND SHOWERS). TWO COATS, PAINTED BENJAMIN °0 14 0 30" 80" SWING 2"X6"X35" 2 LUMBER MASONITE 31 461/8 48 7/8" DOUBLE HUNG 2"X6"X49 518" (2) LUMBER ANDERSEN 400 TW38310 2"IDURAROCK BOARD STYLE AND COLOR TO BE MOORE,FLAT WHITE ( ) SELECTED. SERIES El CERAMIC TILE OVER GREEN °° 12"'X 12"CERAMIC FLOOR BOARD (CONCRETE BACKER 1/2"GYPSUM BOARD, PRIMED 15 30" 80" SWING 2"X6"X35"(2) LUMBER MASONITE 35 38 1/8" 56 7/8" DOUBLE HUNG 276-X41 5/8"(2) LUMBER ANDERSEN 400 TW3046 EXISTING BATH#2 TILE OVER THINSET OVER 1/ 26 BOARD AT TUBS AND SHOWERS). TWO COATS, PAINTED BENJAMIN SERIES 2" 'DURAROCK BOARD STYLE AND COLOR TO BE MOORE,FLAT WHITE SELECTED. 11 ANDERSEN 400 NO. DESCRIPTION DATE 12"'X 12" CERAMIC FLOOR BENJAMIN MOORE REGAL WALL 1/2" GYPSUM BOARD, PRIMED 16 1111 24 80" SWING 2X6 X29 (2) LUMBER MASONITE 37 28 7/8 41 3/8 SINGLE CASEMENT-HR 2X6 X32 3/8 (2) LUMBER YES CW135 EXISTING BATH#3 TILE OVER THINSET OVER 1/ 67 SATIN, COLOR TO BE SELECTED TWO COATS, PAINTED BENJAMIN u SERIES 1 ISSUED FOR DESIGN COMMENT. 6-17-23 2" DURAROCK BOARD BY OWNER MOORE, FLAT WHITE 1111 2 ISSUED FOR DESIGN COMMENT. 7-5-23 CERAMIC WALL TILE OVER GREEN 17 { 48" 80" BIFOLD BIPART 2"X8"X53"(2) LUMBER MASONITE ALL WINDOWS TO BE ANDERSEN SERIES 400 WITH LOW E GLASS. 12"X 12"CERAMIC FLOOR BOARD (CONCRETE BACKER 1/2"GYPSUM BOARD, PRIMED I I 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-29-23 EXISTING BATH#4 TILE OVER THINSET OVER 1/ 82 BOARD AT TUBS AND SHOWERS). TWO COATS, PAINTED BENJAMIN 2" DURAROCK BOARD STYLE AND COLOR TO BE MOORE, FLAT WHITE 0° 3 ISSUED FOR FINAL DESIGN APPROVAL. 8-30-23 SELECTED. 18 30" 80" SWING 2"X6735"(2) LUMBER MASONITE TOTALS: 12601 °° 19 0 30" 80" SWING 276735"(2) LUMBER MASONITE 11 20 24" 80" SWING 2"X6"X29" (2) LUMBER MASONITE pq 21 N 18" 80" SWING 276723" (2) LUMBER MASONITE CAD File Name: FOX FINAL 1.1ayout °° 22 30" 80" SWING 2"X6"X35"(2) LUMBER MASONITE Architect's Seal 23 1 24" 80" SWING 2"X6"X29"(2) LUMBER MASONITE Q/ 24 U 24" 80" POCKET DOOR 278"X52 114" (2) LUMBER MASONITE 25 011 24" 80" SWING 2"X6729"(2) LUMBER MASONITE � 1 2 X DOUBLE TOP PLATE 26 i Ii 48" 80" BIFOLD BIPART 278"X53" (2) LUMBER MASONITE 77 7 \ 77 \ ++ Illil + + "X IP S DS 16 p.C. 27 I 48" 80" BIFOLD BIPART 2"X8"X53"(2) LUMBER MASONITE + + + EDWARD KOENIG 1310 + \ + C 28 AO 36' 80' SWING 2'X6"X41 11 (2) LUMBER MASONITE ++ EA- R PE DO SED E ARCHITECT + + + + + + + + 29 96" 841. INSULATED SECTIONAL 2"X12"X101"(2) LUMBER CLOPAY TBS - - - - - - - - - - - - - - - - - - - - - - OVERHEAD DOOR 0° 2"X P.T.JAMBS CLAD IN COLORED BREAK 30 32" 80" 9 PANE GARDEN ENTRY 276737"(2) LUMBER THERMATRU ALUMINUM OR AZEK TRIM + + I 31 �° 30" 80" SWING 276"X35"(2) LUMBER MASONITE + I+ + + (3)2"X STUDS + + + GARAGE DOOR OPENING www.EDWARDKOENIG.COM + I SEE DOOR SCHEDULE FOR SIZE + + + 2"X 8"RIDGE Architecture Firm: FASTEN 1/2" PLYWOOD AROUND GARAGE PORTAL STANDARD ROOF ASSEMBLY240#ARCHITECTURAL ASPHALT EDWARD KO NICD - ARCHITECT + WITH 8d COMMON NAILS @ 6"O.C.AT EDGE AND 12" OR FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER O.C. IN FIELD 30#ROOFING FELT ON 1/"'CDX'PLYWOOD ROOF SHEATHING PO BOX 1051 (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF + I STHD14 TIE DOWN AT EACH END OF PERFORATED SHEATHING)OVER 2"X 6" ROOF RAFTERS @ 16" O.C. 150 VETERANS MEMORIAL HWY. COMMACK, NY 11725 SHEARWALL, FASTENED WITH (30) 16d NAILS 12 12 2"X 4"COLLAR TIES @ 16"O.C. 7 1 7 631-948-7030 (cell &text) (2)21'X 8"BEAM + � 2"X BOTTOM PLATE OVER 2"X P.T. MUD SILL Website: www.EDWARDKOENIG.com Email: EDKOENIG49@gmail.com 5/8"ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED @ 3'-0"O.C.AND SPACED WITH 6"TO 12"OF 2"X 4"CEILING JOISTS @ 6"O.C. FORMING BARREL VAULT Project Title: EACH END PLATE.ANCHOR BOLTS SHALL HAVE ATF OVERED WITH CAROLINA BEADED COLONIAL WHITE VINYL ANDERSEN DOUBLE HUNG WINDOW + o MIN. EMBEDMENT OF 7" I ( I I BEAD BOARD AS MFG'D. BY CERTAINTEED _ _ _ _ FINISHED FLOOR OPENING CONTROL DEVICE PART iv LEVEL -ONE STORY ADDITION AND REN01uAD � EXISTING COLUMN ENCLOSURE OVER STRUCTURAL POST #9021975 OR EQUAL IN COMPLIANCE _ _ _ � TOP OF 0 i� _ _ _ __ _ _ _ _I�_ ° WITH SECTION R312.2.2 OF 2020 RCNYS PLATE — JARED FOX v ILi� ¢ 110 5 1525 LEEWARD DRIVE ANDERSEN CASEMENT WINDOW E 31- IU SOUTHOLD, NY 11971 EXISTING CONCRETE PORCH OPENING CONTROL DEVICE PART 631-335-0972 1 #9051541 OR EQUAL IN COMPLIANCE IN o JARED.C.FOX GMAIL.COM WITH SECTION R312.2.2 OF 2020 RCNYS [DISTRICT 1000 - SECTION 79 - BLOCK 7 - LOT 19 #5 REBAR AT TOP OF FOUNDATION WALL. SEE d' z FOUNDATION DETAILS WINDOWS SILLS 24"OR LESS AFF AND M - APPROXIMATE GRADE GREATER THAN 72"ABOVE EXTERIOR ;Sheet Title ADJACENT GRADE OR OTHER EXTERIOR o #5 REBAR AT BOTTOM OF FOOTING. SEE SURFACE REQUIRE WINDOW OPENING FINISHED FLOOR M IFOUNDATION DETAILS PROTECTION IN COMPLIANCE WITH LEVEL C H E D U L E S SECTION R312.2 OF 2020 RCNYS NO WINDOW OPENING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — EXISTING FOUNDATION WALL GUARD REQUIRED FOR — — — -- — — __ — INDOW SILLS HEIGHT GREATER THAN 24"AFF FINISHED GRADE - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING FOUNDATION FOOTING Drawing No. ARAGE PORTAL SHEAR WALL FRAMING DETAIL A 17 TYPICAL PORCH SECTION =1 7 A 17 SCALE: 3/4 = V-0" SCALE: 1/4 1= 0 A 17 SCALE: 1/4 1= 0 OF 17 SHEETS