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HomeMy WebLinkAbout50156-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50156 Date: 12/26/2023 Permission is hereby granted to: Jones Robert C/O Jac ueline Jones 2326 New York Ave Huntington Station, NY 11746 To: demolish (as per Town Code definition) and construct a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 4525 S Harbor Rd, Southold SCTM # 473889 Sec/Block/Lot# 87.-1-6.4 Pursuant to application dated 11/20/2023 and approved by the Building Inspector. To expire on 6/26/2025. Fees: DEMOLITION $399.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,227.00 CO-NEW DWELLING $100.00 Total: $1,726.20 —L,- Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt ://www. outholdt wenn . oar " raWr.�r, .rc." Date Received APPLICATIONII .:_ For Office Use Only W PERMIT NO. 615-4e— Building Inspector., m Applications and forms must be filled out in their entirety. Incomplete Wlw applications will not be accepted. Where the Applicant is not the owner,an „^ Owner's Authorization form(Page 2)shall be completed. Date: 10/19/23 OWNER(S)OF PROPERTY: Name:Jacqueline Jones/Michele Sasso SCTM# 1000-87-01-6.4 Project Address:4525 S. Harbor Road Southold, N.Y. 11971 Phone#:631-896-6260 Email:micheles@electronixsystems.com Mailing Address:5 Hansen Lane Huntington Station, NY 11746 CONTACT PERSON: Name:Christopher Garten Mailing Address:680 Larkfield Road, East Northport, N.Y. 1.1731 Phone#:(631) 754-5809 Email:info@cgarten.com DESIGN PROFESSIONAL INFORMATION: Name:Christopher Garten Mailing Address:680 Larkfield Road , East Northport N.Y. 11731 Phone#: (631) 754-5809 Email:info@cgarten.com CONTRACTOR INFORMATION: Name: TkYAOIL-PZ C A7r1? CF0AJ 1 NL. Mailing Address: IC g STN qvg, 1JDy.,T,1'y/LL4' As Y 1/7f2— Phone#: ,,6,31_ n;2, — pe y s, Email: V/041 DESCRIPTION OF PROPOSED CONSTRUCTION — _.. ... ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $..... ..... �-00# oA0 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 " Generated by REScheck-Web Software Compliance Certificate Project 21-135 4525 SOUTH H BERSE USIDENCE Energy Code: 2018 IECC Location: Southold, New York DEC 1 6 Construction Type: Single-family Project Type: New Construction Building epart e . Conditioned Floor Area: 1,693 ft2 Town of Southold Glazing Area 14% 1, Climate Zone: 4 (5572 HDD) Permit Date: w, Permit Number: Construction Site: Owner/Agent: Designer/ContfaC `-o- 4525 SOUTH HARBOR RD, CHRIS GARTEN SOUTHOLD, NY 11971 GARTEN ASSOCIATES 680 Larkfield Road East Northport, New York 11731 631-754-5809 INFO@CGARTEN.COM Compliance: 8.3%Better Than Code Maximum UA: 290 Your UA: 266 Maximum SHGC: 0.40 Your SHGC: 0.31 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 Assem—blLes Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor 11.11-Factor UA UA Perimeter Ceiling: Cathedral Ceiling 1,368 30.0 0.0 0.034 0.026 47 36 Walls: Wood Frame, 16" D.C. 1,905 21.0 0.0 0.057 0.060 92 97 Door: Solid Door(under 50% glazing) 16 0,300 0,320 5 5 Door 1: Glass Door(over 50%glazing) 49 0.280 0.320 14 16 SHGC: 0.31 Windows: Vinyl Frame 224 0.280 0.320 63 72 SHGC: 0.31 Floor: All-Wood Joist/Truss 1,368 30.0 0.0 0.033 0.047 45 64 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 re uir nts liste e REScheck Inspection Checklist. - Na Title Sig D to Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 1 of 9 SJtJon tFoundation Inspection Complies? Comment s/Assumptions ., Fa Ite .11) ...:.. ,. . . PException: x 343',2 �.-- A protective covering is installed to ❑Com lies E mcep tion• Requirement is not applicable. )FO13.)7 protect exposed exterior insulation ElDoes Not fand extends a minimum of 6 in. below ;grade. ENot Observable i G ;❑Not Applicable 463,"0: ,Snow-and ice-melting system controls;❑ omplies Exception: Requirement is not applicable. ,FOX 1� installed. ❑Does Not ❑Not Observable El Not Applicable Additional Comments/Assumptions: 1 ,High Impact (Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 3 of 9 Section ' .... _..... Plans 4Q3wi Verified Field Verified D Fari Rough-In lntoValue Complies? oment tA su Nows R JAutomatrc orgravtYdam dampers ❑ ompl.es Requirement be met. [FR 912 installed on all outdoor air ❑Does Not: intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 I'Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 5 of 9 Final Ins ection Prov Fc'mpli, Plans Verified Fi�Section eld Verified # S_ ? — Comments/Assumptions & Req.ID 402.1.1 9 Ceilin insulation R-value—!sions R- Value —p R Value '�Complies5e tvelopeassemblies 402.2.1, ❑ 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, I Ceiling insulation installed per x❑Complies Requirement will be met. 303.2 !manufacturer's instructions. `❑Does Not [F]2]1 Blown insulation marked every [_]Not Observable 300 ft . '❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not �to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not; Applicable 402.2.4 ;Attic access hatch and door R- R_-,� � __,..—. , ❑ omplies Requirement will be met. [F13]1 `insulation >—R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable _ _ ;E]Complies Requirement will be met. 402.4.1.2 Blower door test 50 Pa. <—=5 ' ACH 50 — ACH 50 — [F117]1 ach in Climate Zones 1-2, and ❑Does Not =<=3 ach in Climate Zones 3-8. ❑Not Observable ; t❑Not Applicable j 403.3.3 Ducts are pressure tested to i cfm/100 cfm/100 ❑Complies Requirement will be met.. [F127]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable �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 5 handler enclosure. 403.3.4 'Duct tightness test result of<=4 o cfm/100cfm/100 ❑Com lies p' Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or 'q ft2 ft2 ❑Does Not <<=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ;❑Not Observable tests, verification may need to ❑Not Applicable :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 by manufacturer at <=2% of ❑Does Not design airflow. 1 ❑Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ,Requirement will be met. [F[9]2 installed for control of primary «❑Does Not heating and cooling systems and R initially set by manufacturer to ;❑Not Observable code specifications. ❑Not Applicable ..�„�:... ,.,� , 403.1.2 Heat pump thermostat installed ; ❑Complies a Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water '❑Complies ;Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable '❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 7 of 9 . � Provisions - __._..... _. Section ala valuef�e�—Field 40 Final V luefied Comm lies? .. Commp Re �C) _ T IC'om lies Nie uirement will be m _ �.3� :•Manufacturer ._�... � . R ��.c�r�s.._ 3q3 manuals for p Inspection .. et, IF118]3 mechanical and water heating ;E]Does Not systems have been provided. []Not Observable E]Not Applicable Additional Comments/Assumptions: l y Hlgla impact{Tier 1] 2.w. 1'�edi�rm Impact(Tier 2]v_ � Low tmact(Tier 3) _i Project Title: 21-135 4525 SOUTH HARBOR RD. - SASSO RESIDENCE Report date: 12/13/23 Data filename: Page 9 of 9 Town Hall Annex 631 Tele 765-1802 � " Telephone( ) 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILtZATI'ON OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ©— — 23 Owner: A16 X1,4' SAS.SO Location of Property: S JOLO Y Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) F4submitting framin FR) Signature: ' Name (person h rm): a1� L Capacity(check applicable line): Owner -- -� Owner representative TrussReg15.docx Effective 1/1/2015 A"7"R CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIDD/YYYY) 1/06123 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCERQ CONTACPHO: xt) _. 8 TON 0103 FAX � 860)620-0504 Anthony Cirino N � .(.e_ E-MAYL 426 North Main Street ADDRE9 I1 a c of ca nt Southington,CT 06489 INSURE R(S),A,F,FORDING COVERAGE ...,.,.... NAIC# INSURER A: FARM FAMILY CASUALTY INSURANCE 0408-13803 INSURED INSURER B: UNITED FARM FAMILY I29963 NS COMPANY 29966 3 SKYBUILDZ CONTRACTORS,INC. InesuR� c �_ . .......................... .......... .. .m....._. 68 STH AVE irJsu..RER D: ...­- __............................ ___ E^ ..... ............................................. . ___.-.... HOLTSVILLE,N 11742-4206 INSURER NY 11742-4206 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. TYPE OF INSURANCE __.--.-- ,_.,..___ ......_.... -..---.... ... ... _- ..... .... .�.�,,,.,mm_....... ............. INSR - ADDL SUBR. POLICY EFF POLICY E�IP LIMITS LTR POLICY NUMBER MM/DD MMPODdYYYY 1t AM0ETD RENT �Pl �..�... COMMERCIAL GENERALLIABILITY EACH OCCURRENCE $ 1,000,000 AgV CLAIMS-MADE OCCUR PREMISS.„( R,nsS/... .�,. 100,000 MED EXP(Ani one person) A _ Y Y 31031,7465 07/12/23 07/12/24 PERSONAL&P INJURY $ 1,000,000 _. $ 2,000,000 PRO. GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE _w...,.,,�. ....... -...,.,- - POLICY[X PRO. 1:1 LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE'..WAIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED INJURY ( BODILY IN........ -�.. �.... .. AUTOS ONLY _ accideent)nt) $ AUTOS PROPERTYDAMMACiC HIRED NON-OWNED ...... . AUTOS ONLY , AUTOS ONLY Per ogci�ient $ ... UMBRELLA LIAB OCCURRENCE $ OCCUR EACH OC................ ................... _,., _ ........ . '.EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION .... .... N$ $ WORKERS COMPENSATION PER 07'H- B OFFICER/MEMBER EXCLUDED? Y��N/A 3103W9641 07/12/23 07/12/24 -- �T.FT .T� R — "'t 0 AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE EL..EACH ACCIDENT $ 1 OOO,OO (Mandato in NH E L DISEASE-EA EMPLOYE $ 1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) TOWN OF SOUTHOLD IS INCLUDED AS AN ADDITIONAL INSURED FOR ONGOING AND COMPLETED OPERATIONS ON A PRIMARY AND NON CONTRIBUTORY BASIS IF REQUIRED IN WRITTEN CONTRACT.WAIVER OF SUBROGATION APPLIES WHEN REQUIRED IN WRITTEN CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN HALL ANNEX ACCORDANCE WITH THE POLICY PROVISIONS. 54375 MAIN RD AUTHORIZED REPRESENTATIVE SOUTHOLD NY 11971-0959 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SKYBUILDZ CONTRACTORS INC 516-819-6806 68 5TH AVE HOLSTVILLE NY 11742 1 c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 845012153 2_Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance ty 4 g g Carrier (Entity Being Listed as the Certificate Holder) UNITED FARM FAMILY INSURANCE CO 3b.Policy Number of Entity Listed in Box"1 a" TOWN OF SOUTHOLD 3103W9641 TOWN HALL ANNEX 54375 MAIN RD Policy effective period SOUTHOLD NY 11971-0959 7-12-2023 to 7-12-2024 3c. 3d.The Proprietor, Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) ❑X all excluded or certain partners/officers excluded. .......................___ -.. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers' Compensation Law_ (To use this form, New York(NY)must be listed under Item A. on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above 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 canceled due to nonpayment of premiums or within 30 days Il"'there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the 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 dries 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 Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation 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 Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. 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 the coverage as depicted on this form. Approved by: SABINE SCHEN_K (Print no a of authorized representnUve or licensed agent-of insurance carrier) Approved by: A11-06-2023 iprAatu�re} ...-. . . (Date) _ m Title: ACCOUNT EXECUTIVE Telephone Number of authorized representative or licensed agent of insurance carrier. 860-329-0103 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov YORK workers'Compensation CERTIFICATE OF INSURANCE COVERAGE �rATc 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 SKYBUILDZ CONTRACTORS INC 516-819-6806 68 5TH AVENUE HOLTSVILLE, NY 11742 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) 845012153 .... ........ .............. 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Shelter-Point Life Insurance Company TOWN OF SOUTHOLD 3b. Policy Number of Entity Listed in Box"1 a" TOWN HALL ANNEX DBL643156 54375 MAIN RD 3c. Policy effective period SOUTHOLD NY 11971-0959 07/12/2023 to 07/11/2024 4. Policy provides the following benefits: A. Both disability and paid family leave benefits. B. Disability benefits only. C. Paid family leave benefits only. 5. 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 p6nally 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 11/6/2023 By (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 513 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 sox as,4C or 5B 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) III Iiiiiuiuiiiiiiiiiiiiiiii�iiiiiiuiiuiiiiillll1I BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson so 53095 Main Road• P.O. Box 1179 a'� `' Southold,NY 11971-0959 Patricia Acampora Office Loc atn: Eric Dantes Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southol` EIVED http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD AW- Tel. (631) 765-1809 SouthtlTfIrk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 17, 2023 J A U G 2 3 i ZBA FILE: 7807 Building I e ertment NAME OF APPLICANT: Michelle Sasso & Jaqueline Jones Town of Ruldhold PROPERTY LOCATION: 4525 South Harbor Road, Southold SCTM No. 1000-87-1- ,4 SE I( ADETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. ;ISFI "LK COI1I d"T'`t"r�LQ+/IINI TR TIVI CCLQE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DE"1 I IwIT1 mA 1 ION. The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PKQEE'R1y EA, TSI ESCRIP"1"I.ON.°. The subject property is an 8, 036 sq. ft. non-conforming parcel located in an R-40 Zoning District. The property is an oddly shaped lot with a road frontage of 99.94 feet along South Harbor Road. The property is unproved with an existing one-story residence built in 1959 as shown on survey prepared by John T. Metzger, dated September 2, 2009. BASIS OF APPL!C,TION: Request for Variances from Article IV, Section 280-18; Article XXIII, Section 280- 124; and the Building Inspector's April 24, 2023, Amended May 2, 2023 Notice of Disapproval based on an application for a permit to construct alterations and additions to an existing single family dwelling; at 1) located less than the code required minimum front yard property line setback of 35 feet; 2) located less than the code required minimum side yard property line setback of 10 feet; 3)more than the code permitted maximum lot coverage of 20%; located at: 4525 South Harbor Road, Southold, NY. SCTM No. 1000-87-1-6.4. AMENDED APPLICATION: The application has been Amended to include a demolition per Town Code Definition. During the public hearing, the applicant testified that the project includes a complete rebuild, and that the combined side yard setback will be 23 feet instead of the required 25 feet. RELIEF REQUESTED: The applicant requests variances for the following: 1. Front yard setback proposed as 26 feet where a minimum of 35 feet is required. 2. Side yard setback proposed as 8 feet where a minimum of 10 feet is required. 3. The lot coverage proposed is 21.8% where a maximum of 20% is allowed. 4. Combined side yard setback of 23 feet where a minimum of 25 is required. 4 k Page 2, August 17,2023 97807, Sasso-Jones SCTM No. 1000-87-1-6.4 DDF 1QNAL. 1NI°O1 '�AA'FIO The existing residence is a small dwelling originally built approximately 1959. There is an original Certificate of Occupancy,#427 dated November 12, 1959, for the existing one family dwelling. In September of 1982, under appeal # 3030, the Zoning Board of Appeals granted a variance for a reduced rear yard setback to construct an addition to the original house. F1NDII�Q CSI E 1 A_,SQ1 T a..q OARI7ACTIS N The Zoning Board of Appeals held a public hearing on this application on August 3, 2023 at which time written and oral evidence were presented. Based upon,all testimony,documentation,, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true arid. relevant and makes the following findings: 1„ overt laarw "2 i7-b b l . Grant of the variances will riot produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. 'The existing residence sits on a very oddly, shaped lot and is one of the smaller- houses in the neighborhood that has not undergone substantial renovations in recent years. Tile property across the street is an undeveloped, heavily wooded lot and adjacent properties on either side of the subject property are two story dwellings. The rear and side yards are well screened by mature vegetation, The proposed renovations are in keeping with the scale of the surrounding neighborhood„ and therefore will not produce all undesirable change in the character of the neighborhood. 2. Town Law 420 - 3 b" 2 _. The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. Any addition to the house would trigger an area variance due to the fact that the lot is so irregularly shaped. 3_ Town C.aw `707-1a L3' b 31. The variances granted lier°cir'u are mathematically substantial, I . Fhe front yard setback represents a 26 % relief from the code;. 2. The side yard setback represents a 20% relief from the code.. 3. The lot coverage represents an approx. 21.8 % relief from the code. 4. The combined side yard setback represents an 8% relief from the code. I IoNvever, due to the Eact that the existing front yard setback is already 26.1 feet from tile property lune,and addition of .1% to follow the existing lines o1 the house Is a minor addition to the existing non-conformity. T'he side yard setback is also a minor variance due to the irregularly shaped lot, as is the lot coverage variance which is again due to the irregularly shaped lot. 4 Town Law 27-b 3 b '. No evidence has been submitted to suggest that a variance in this residential community will have all adverse irrapact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. 5. 'Town Law 267-b 3 b S . 'Tire difficulty has been self-created, The applicant purchased theparcel after the Zoning Code was in effect and it is presunied that the applicant had actualor constructive knowledge of the limitations on the use of the parcel under-tlue honing Code in effect prior to or at the time of purchase. 6 'rown Law 267-b. (grant of the requested relief is the ininimu�rn action necessary and ,adequate to eatable the applicant to enjoy the benefit tat additions and alterations to an exis't'in-„ort-cont naaing house Nvhile preserving and protecting the character ofthe neighborhood and the health, safety, arid welfare of the community'. 1I'501.X T"1ON1 CI R4_ BOA1 Im7: In considering all of the above factors and applying the balancing test Linder New York 'Town Law 267-13, motion was offered by Member Lehnert, seconded by Membe Weisman (Chairperson), and duly carried, to Page 3, August 17,2023 #7807, Sasso-Jones SCTM No. 1000-87-1-6.4 GRANT the variances as Amended for a demolition and a complete rebuild, and shown on the site plan and architectural plans drawn by Christopher Garten, Architect, dated January 17, 2023. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL S" GRANTED HEREIN Please Read Careful] Any deviationftom the survey, site plan andlor architectural drawinAm cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays andlor a possible denial by the Building Department of a building permit andlor the issuance a'?f a atop Work Order, and may require a new applicatia'.�n and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,sire plan andlor survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope o `tlee relief granted herein, are not authorized under this application when involving nonconformities under the zoning" code" The„ action does not authorize or condone any current or future arse, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other„featur'es as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS TFIE PROPE1 TY OWNTER'S RESPONSIBILITYTO ENSURE COMPLIANCE WITH THEOIC RIE ' IIRE TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result n thedenial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Lehnert, Acampora, and Planamento (5-0) ,eslie KaneS NN'CkrlianChairperson Lw Approved for filing 0 ! �� /2023 9]CAi TN -saa•45i^-la• U•i.Aflx EMAIL GENERAL NOTES- LEGEND SNIROIs §AIO�S t€yd—Alban Lav�y1a r.a / g=am °G�awm��k�,�aR�r^a.,«.�m,•r.rz,•m.parwP a•..aA+:msa or. °na,m°'..P�•m•.uu�w.c ar.wamrr,a]A..oww rwml S - • lu€nr o O ,t�A ��1a..•.,m s..aL a Z. • M N.N.wRAa m,a "��a�a •aw�r..s�.�Ylr�a,w.m w �w� � DATE ,r«€ -.-, -, ,.r 1ffi9a"4r .a...�,a,K a.a:wetrAr..vral•M..r..mwr• L�� �-..a= 1 __ nrc.mtTm a.m..uu vwva i¢v.uo4]ns isim^a wsm¢ ;r\ a.:�z+. _XI—S THREE _ARe rRCM aAm OF A PROVA. 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ALL WORK IS TO CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDING DEPARTMENT AND THE 2020 S�f sl/J WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD MEAN RESIDENTIAL CODE OF NEW YORK STATE. ` NEW ADDITIONS & RENOVATION GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FRGS' LINE DESIGN UNDERLAYMENT FLOOD IR N E X ANNUAL CLIMATE PROJECT: SNOW LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP ZONE 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, INSPECTION APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. MODERATE 20 P.S.F. 130 NO NO YES B SEVERE 35" TO HEAVY YES N A 510 51' 4A 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION NAME: SASSO RESIDENCE MANUAL J DES13N CRITERIA OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. INDOOR ADDRESS: 4525 SOUTH HARBOR ROAD WINTER SUMMER DESIGN HEATING 4. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES. ELEVATION LATITUDE ALTITUDE CORRECTION FACTOR DESIGN HEATING COOLING TEMP TEMPERATURE COOLING TEMPERATURE DIFFERENCE 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, 15.0 FT. 41' N 15' F 86' F 1.00 70' F 75' F 55' F COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME S O U T H O L D N Y 11971 COOLING WIND WIND COINCIDENT WET WINTER SUMMER PRIOR TO COMMENCING WITH WORK. 7 TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB DAILY RANGE HUMIDITY HUMIDITY Z HEATING COOLING 6. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION TYPE AND SHALL BE (- INTERCONNECTED & HARDWIRED WITH BATTERY BACK-UP. INSTALLED IN ACCORDANCE W/ SEC. R 314. OF THE 11' F 1 15 MPH 1 7.5 MPH 72' F MEDIUM (M) 1 40% 1 32 GR ® 50% RH I RESIDENTIAL CODE OF N.Y.S. I NI I ( 1 7. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED BY THE COUNTY HEALTH L.l �J I'll) [NY] 8314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS 8408.1 VENTILATION. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE 8608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL OTHER AGENCIES HAVING JURISDICTION. LIJ 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR 8. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS, CORRIDORS, AISLES, AND DOORS FREE OF OBSTRUCTIONS (( rr�� CODE OF NEW YORK STATE. FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND AT ALL TIMES. V flf >_ rn ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTION R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS LIGHT-FRAMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF 9, CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. ~ O 1A. THE DESIGN LOAD CALCULATIONS ARE TAKEN FROM "MINIMUM DESIGN LOADS THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS THE FOLLOWING: z OO AMERICAN SOCIETY OF CIVIL MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE IN THE INDIVIDUAL DWELLING UNIT. NY R314.4.1 HEAT DETECTION OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VE ACC 150 OPENINGS SHALL BE FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS 10. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE RESIDENTIAL CODE OF I� - o � I� FOR BUILDINGS AND OTHER STRUCTURES BY THE [ ] NOT LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES N.Y.S. & SHALL ALSO CONFORM WITH GENERALLY ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, W IL O � CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR ) CORROSION RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES RECOGNIZED UNDER = Y 0- In ENGINEERS" AND ARE AS FOLLOWS: M2 OF UNDER-FLOOR SPACE AREA, 8408.2 OPENINGS FOR UNDER-FLOOR 8608.9(1) THROUGH 8608.9(4). FIRST FLOOR 40 LBS. LL., + 10 LBS. DL. = 50 LBS / S.F. TOTAL LOAD AND EACH PANE IN MULTIPLE GLAZING. SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. VENTILATION. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT THOSE STANDARDS. = r- SECOND FLOOR 30 LBS. LL., + 10 LBS. DL. = 40 LBS / S.F. TOTAL LOAD EXCEPTION: 8314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OF 8608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED 11. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH ARE AT VARIANCE WITH THE < Of GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. ROOF ATTIC (UNINHABLE) 20 LBS„ LL., + 10 LBS. DL. = 30 LBS / S.F. TOTAL LOAD STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER UNDER-FLOOR AREA. AND ILIGHT-FRAMED SCEILING AND N ROOF OSYSTNS BEMS SHALLEEN BERT TE WALLS PROMPTLY TOLAW CTHE RULES ARCHITECT. I-_ BEARING ON THE CONDUCT OF THE WORK SHALL BE REPORTED � U o O ROOF 45 LBS, LL., + 20 LBS. DL. = 65 LBS / S.F. TOTAL LOAD WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF v) 200 F-- R408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. 12. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS FOR THEIR WORK WHICH STEAM ROOM. SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER ACCESS OPENINGS THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES WOOD-FRAMED CONSTRUCTION, THE PROVISIONS OF SECTION R608.9.1 MAY BE REQUIRED. _ Lo CHAPTER 3-BUILDING PLP,N I R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM FROM A BATTERY. AND THE PRESCRIPTIVE DETAILS OF FIGURES 8608.9(9) AND 8608.9(10). 13. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTATION'S, SAFEGUARDS, ETC., Q EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF BY 24 INCHES (457 MM BY 610 MM). R301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF [NZ] R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN = w CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. CHAPTER 5 - FLOORS AS REQUIRED FOR THE PROPER EXECUTION W THEIR WORK. CHAPTER 7 WALL COVERING U 14. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST 8E SUBMITTED TO THE ARCHITECT IN WRITING FOR LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC APPROVAL. LOADS AS PRESCRIBED BY TFIIS CODE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, R317.1 LOCA11ON REQUIRED. PROTECTION OF WOOD AND WOODBASED PRODUCTS IDENTIFIED PRESERVATIVE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE 8702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF IDENTIFIED AS REQUIRED BY SECTION 8317.2. INSTALLED IN ACCORDANCE WITH THIS CHAPTER AND TABLE 8702.1(1), 15. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE 8502.1.1.2 END-JOINTED LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK , TABLE 8702.1 3 CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY TABLE 8702.12 R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS AND POR11ONS OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TO SECTION R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH ( ) ( ) AND TABLE R702.3.5. AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND THEREOF SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WIND PROVISIONS OF ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN R702.3.1 MATERIALS. GYPSUM BOARD AND GYPSUM PANEL PRODUCT PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS THIS CODE USING THE ULTIMATE DESIGN WIND SPEED IN TABLE R301.2(1) AS SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ELSEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, WELL AS PERMANENT CONSTRUCTION. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES 457 MM OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION NEAT-RESISTANT ADHESIVE'OR NRA'INCLUDED IN ITS GRADE MARK. C514, C1002, C1047, C1177, C1178, C1278, C1396, C1658 OR C1766 AND 16. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL CONDITION DISCOVERED, AS WELL DETERMINED FROM FIGURE R301.2(5)A. ( ) R502.1.2 PREFABRICATED WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN OPENS TO A PUBUC WAY. INCHES 305 MM TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AS ANY EASEMENTS, ETC., NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME IS ( ) PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM SECTION. ADDRESSED AND RESOLVED. WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WNDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. 8702.3.1.1 ADHESIVES. EXPANDABLE FOAM ADHESIVES FOR THE GLAZED OPENING PROTECTION FOR W1NDBORNE DEBRIS SHALL MEET THE 8310.1.1 OPERAl10NAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR 8502.1.3 STRUCTURAL GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE REQUIREMENTS OF THE LARGE: MISSILE TST OF ASTM E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOUNDATION WALLS AND ARE LESS THAN 8 INCHES 203 MM FROM THE EXPOSED GROUND. AND IDENTIFIED AS REQUIRED IN ANSI A190.1,ANSI 117 AND ASTM D3737. CONFORM To ASTM C6464. PAINS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IN WRITING. SHOULD THE CONTRACTOR MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE ( ) FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE CONTRACTOR SHALL ASSUME ALL 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT 8502.3.3 FLOOR CANTILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE RESPONSIBILITY AND LIABILITY ARISING THEREFROM. WTNDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED OPENING. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN NOMINAL DEPTH OF THE WOOD FLOOR JOIST. 18. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO 9 IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. IMPERVIOUS MOISTURE BARRIER. 8702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN SIZED, CONSTRUCTED TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO R502.8 CUTTING, DRILLING AND NOTCHING. STRUCTURAL FLOOR MEMBERS SHALL A118.1, A118.3, A136.1 AND A137.1. R702.4.2 BACKER BOARDS. 8302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER 19. IT IS NOT THE INTENT OF THE SPECIFICATIONS To PROVIDE FOR SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND M2). DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1), PROTECTION SHALL BE FIGURE R502.8. AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS WHETHER EQUAL OR UNLESS SPECIFICALLY CALLED OUT. WHERE MATERIALS ARE NOT SPECIFIED CONTRACTORS AND THE RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS BY ONE, OR A COMBINATION, OFARE TO PROVIDE SAMPLES FOR APPROVAL. 8502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED LISTED IN TABLE 8702.4.2, AND INSTALLED IN ACCORDANCE WITH THE NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TRIMMER JOISTS. MANUFACTURER'S RECOMMENDATIONS. 20. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF IN A LEGAL HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. OR 20 MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR RETARDERS ARE 21. AT THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE CLOSING DEVICE. BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE 8310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE PROVISIONS OF SECTION R317.1. 332. FLOORS SHALL BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE 6, 7, 8 AND MARINE 4. OWNER PRIOR TO RELEASE OF FINAL PAYMENT. R302.6 DWELUNG-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. SOILS, SEE SECTION R4O3.1.8). 22. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING STRUCTURE DURING THE ENTIRE AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN 8703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A CONSTRUCTION AND ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. LOCATIONS AS SPECIFIED IN SECTION R317.1. WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL PREVENT DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. R507.2 MATERIALS. MATERIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. STRUCTURE AS A RESULT of THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT R310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS THIS SECTION. ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 8507.2.1 WOOD MATERIALS. WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER R703.3.1 SOFFIT INSTALLATION. SOFFITS SHALL COMPLY WITH SECTION WALL. OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND CHAPTER 4 - FOUNDATIONS 23. INSTALL OUTLETS AS PER LOCAL / STATE CODES. IN GENERAL, OUTLETS SHALL BE PLACED 12'-0" O.C. ALONG LUMBER, PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION 8317, OR 8703.3.1.1, SECTION 8703.3.1.2 OR THE MANUFACTURER'S INSTALLATION RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH WALL SPACES AND NOT MORE MORE THAN 6'-0" FROM THE CORNER OF A WALL OPENING. IN ADDITION, ANY 1. ALL FOUNDATIONS TO CONFORM WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, APPROVED, NATURALLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE INSTRUCTIONS. 8302.7 UNDER-STAIR PROTECTION. ENCLOSED SPACE UNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH ISOLATED WALL THAT IS 2'-0" IN LENGTH OR LONGER WITH THE EXCEPTION OF HALLWAYS, BATHROOMS, ENDS OF ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.D.N. REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DESIGN IN ACCORDANCE KITCHEN ISLANDS / PENINSULAS AND LAUNDRY ROOMS WILL RECEIVE AN OUTLET. OSE 1 REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBEDSOIL WITH A MINIMUM BEARING CAPACITY WITH SECTION R301 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL BE DESIGNED R703.4 FLASHING. APPROVED CORROSION-RESISTANT FLASHING SHALL SURFACE AND ANY SOFFITS PROTECTED ON THE ENOL D SIDE WITH /2-INCH OF TWO TONS PER SQUARE FOOT AND SHALL EXTEND S-0' MIN. BELOW FINISHED GRADE. USING THE WET SERVICE FACTOR DEFINED IN AWC NDS. BE APPLIED SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF 24. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL 12.7 MM GYPSUM BOARD. KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR THE NORMAL 3. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL ORCOMBINATION OF BOTH WHICH MAY WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE ELECTRIC CODE (N.E.C.) AND THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL ( ) OPERATION OF THE ESCAPE AND RESCUE OPENING. BUILDING STRUCTURAL FRAMING COMPONENTS. APPROVED WORK SHALL BE UNDERWRITER APPROVED AND INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION. BUT 8507.2.2 PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND HANDRAILS. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS CORROSION-RESISTANT FLASHINGS SHALL BE INSTALLED AT THE 25. ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN UNDERWRITERS INSPECTION AND CERTIFICATE MUST CEILING FINISHES. FLAME SPREAD AND SMOKE DEVELDPED INDICES FOR WALL AND R310.5 DWELLING ADDITIONS. WHERE DWELLING ADDITIONS CONTAIN SLEEPING FROZEN MATERIAL AND HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND FOLLOWING LOCATIONS: IBE OBTAINED AFTER COMPLETION. CEILING FINISHES SHALL BE IN ACCORDANCE WITH SEC110NS R302.9.1 THROUGH R302.9.4. ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW METHOD C. COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF THIS SECTION. 26. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS,AND UNDER PAVED AREAS AT NINETY R507.3.2 MINIMUM DEPTH. DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE WALL FINISH OR TO THE WATER-RESISTIVE BARRIER COMPLYING WITH R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. PERCENT of MAXIMUM DENSITY. SPECIFIED IN TABLE R301.2(l) IN ACCORDANCE WITH SECTION R403.1.4.1. FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN BASEMENT. 5.R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON ( ) SECTION 703.2 FOR SUBSEQUENT DRAINAGE. EXCEPTIONS: CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THIS 0 ACCORDANCE WITH SECTIONS 8302.10.1 THROUGH 8302.10.5. 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. 8507.5 DECK BEAMS. MAXIMUM ALLOWABLE SPANS FOR WOOD DECK BEAMS, AS CHAPTER 8ROOF-CEILING CONSTRUCTION Q R302.11 FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A SHOWN IN FIGURE R507.5, SHALL BE IN ACCORDANCE WITH TABLE R507.5. BEAM / - RESCUE OPENING. STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION PLIES SHALL BE FASTENED WITH TWO ROWS OF IOD (3-INCH If 0.128-INCH) R802.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A 6" / 0 CONSTRUCTION IN THE FOLLOWING LOCATIONS: THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TOGRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 2. AN EMERGENCY ESCAPE AND RESCUE. OPENING IS NOT REQUIRED IN A NEW DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE NAILS MINIMUM AT 15 INCHES (406 MM) ON CENTER ALONG EACH EDGE. BEAMS DIAMETER BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN SHALL BE PERMITTED TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS:LOOR LEVELS. EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. SHALL FALL NOT FEWER THAN 6 INCHES(152 MM)WITHIN THE FIRST 10 FEET(3oae MM). ALLOWABLE BEAM SPAN. BODY THAT COMPLIES WITH DOC PS 20. � 1.2. HORIZONTALLY AT INTERVALS 1.1. VERTICALLY AT THE CEILING ANOT ND FEXCEEDI G 8403/FOOTINGS AND SECTION R404/FOUNDATION WALLS.10 FEET (3048 MM). FOOTINGS AND FOUNDATION TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION R802.3 RIDGE. A RIDGE BOARD USED TO CONNECT OPPOSING RAFTERS O � R403 DECK LEDGERS SHALL BE A MINIMUM LEDGER DETAILS R507.9.1.1 1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING R406. . . 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 8311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED 8. SHALL BE NOT LESS THAN 1 INCH 25 MM NOMINAL THICKNESS AND m O� OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, 2-INCH BY 8-INCH 51 MM BY 203 MM NOMINAL ( ) REFLECTIVE "V" - TYPE 5 LJ__I PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES ( ) � NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. WHITE CONSTRUCTION � ,-- 3. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BEH APPROOF O FROM THE HIGHER PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED CLASSIFICATION U Q _ ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R3O2.7. GARAGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY of A THE TOP OF THE FOOTING OR B) 6 INCHES 152 MM) BELOW THE PRESSURE-PRESERVATIVE-TREATED HEM-FIR, OR APPROVED, R802.4.3 HIPS AND VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT z 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR ( ) ( ( REFLECTIVE _ LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. LESS THAN 2 INCHES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN RED , - 'FA' - FLOOR AND ROOF LL_I �- COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT DEPTH THAN THE CUT END OF THE RAFTER. PANTONE #187 FRAMING MEMBERS ASTM E136 REQUIREMENTS. R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED PARGING APPLIED TO THE EXTERIOR OF THE WALL R507.9.1.2 BAND JOIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BE A - = z 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION 81003.19. FOR EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL MINIMUM 2-INCH-NOMINAL (51 MM), SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER R802.4.6 COLLAR TIES. WHERE COLLAR TIES ARE USED TO CONNECT () I-- R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF 6. FIREBLOCKING OF CORNICES OFA 1W0-FAMILY DWELLING IS REQUIRED AT THE UNE OF PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES 813 MM WHERE LUMBER OR A MINIMUM 1-INCH BY 91/2-INCH (25 MM of 241 MM) DIMENSIONAL, 1l2.. W � � ( ) GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE STROKE DWELLING UNIT SEPARATION. MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR DOUGLAS FIR OR BETTER, LAMINATED VENEER LUMBER. 0 J BE ASSUMED. 8602.3(1). 0 OPEN 90 DEGREES 1.57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL CHAPTER 6 - WALL CONSTRUCTION TRUSS SIGN DETAIL: 8302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT ( 8402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC, AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO R802.5 CEILING JOISTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS REQUIRED AS PER 19NYCRR PART 1265.4. SIGN IS TO BE LOCATED AT 0 _ _ PROVIDED WITH A 1/2-INCH (12.7 MM) GYPSUM WALLBOARD MEMBRANE, 5/8-INCH THE THRESHOLD TO THE BOTTOM OF THE STOP. MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(l) SHALL BE THE STRUCTURE OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR EXTERIOR BUILDING ENTRANCE DOORS ATTACHED TO THE DOOR, OR ATTACHED V) � � ( ) [NY] 8602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. To A SIDELIGHT OR THE FACE of THE BUILDING, NOT MORE THAN 12 INCHES (16 MM) WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION N R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED HORIZONTALLY FROM THE LATCH SIDE OF THE DOOR JAMB, AND NOT LESS THAN OF THE FLOOR FRAMING MEMBER, AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION 42 INCHES NOR MORE THAN 60 INCHES ABOVE THE ADJOINING WALKING Q Ln O - TNG DIMENSION LUMBER OR STRUCTURAL OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING R802.8.1 BRIDGING. RAFTERS AND CEILING JOISTS HAVING A SURFACE. WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT EXCEPTION WOOD FLOOR ASSEMBLIES US IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, BODY THAT COMPLIES WITH DOC PS 20. (/) 't (n SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL DEPTH IONS THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL MAY BE A PERMANENT NON-FADING STICKER OR DECAL. SIGNS NOT DIRECTLY COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2V INCH BY 10-INCH (50.8 MM OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTTTIOUS R602.1.3 STRUCTURAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, WEATHERAPPLIED TRESSTTANTO DOORS OMATERIAL.HTS SHALL BE OF STURDY, NON-FADING, BY 2N MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES NY R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN DIAGONAL BRIDGING (WOOD OR METAL) OR A CONTINUOUS 1-INCH BY DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. [ PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE ANSI A190.1, ANSI 117 AND ASTM D3737. 3-INCH (25 OI BY 76 MM) WOOD STRIP NAILED ACROSS THE RAFTERS FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET (2438 MM). 8602.1.6 CROSS-LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. THE BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG8807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE R404.1.1(2) 320 CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS FLOOR AREA BEING VENTILATED. REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT 1. ALL CONCRETE WORK SHALL CONFORM TO IRC SECTION R404 AND APPLICABLE THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER EXCEPTIONS: MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE(ACI). 8602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8 M2). 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4" COARSE AGGREGATE) HAVING A MINIMUM 1. THE GLAZED AREA NEE:DNOT BE OPENABLE WHERE THE OPENING IS NOT STRENGTH OF 3000 PSI AT 28 DAYS. CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE REQUIRED BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1) AND SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M1507. THAN 3 FEET (914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602.3(2), OR IN ACCORDANCE WITH AWC NDS. COMPONENTS OF 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH TABLES DESIGN CRITERIA: IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R602.3(1) THROUGH R602.3(4). WALL SHEATHING SHALL BE FASTENED AS PER 2020 N.Y.S.R.C. TABLE R-301.5 AN AVERAGE ILLUMINATION OF 6 FOOTCANDLESOVER THE AREA OF THE ROOM AT A CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SHEETS ONLY DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR HEIGHT OF 30 INCHES ABOVE THE_ FLOOR LEVEL THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND 8403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND LIVE LOADS: PRESSURES LISTED IN TABLE 8301.2(2)111 ADJUSTED FOR HEIGHT AND (MIN. UNIFORMLY DISTRIBUTED LIVE LOADS) BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL R303.3 BATHROOMS. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE EXPOSURE USING TABLE R301.2(3) AND SHALL CONFORM TO THE IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED 1. EXTERIOR BALCONIES = 60 P.S.F. SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE REQUIREMENTS OF TABLE R602.3(3). WALL SHEATHING USED ONLY FOR 2. DECKS - 40 P.S.F. OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE HALF OF WHICH SHALL BE EXTERIOR WALL COVERING PURPOSES SHALL COMPLY WITH SECTION OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL R703. 3. ATTICS WITHOUT STORAGE = 10 P.S.F. ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM 8314.1 GENERAL SMOKE ALARMS SHAM COMPLY WITH NFPA 72 AND SECTION 8314. EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). 8314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCOR- DANCE WITH UL 4. ATTICS WITH STORAGE = 20 P.S.F. 8602.3.1 STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 217. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOOD WALLS SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). 5. SLEEPING ROOMS = 30 P.S.F. M1505. EXHAUST AIR FROM THE 'SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. ACCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE 6. ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. [NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A 7. STAIRS - 40 P.S.F. (- [NY] 8303.7 INTERIOR STAIRWAY ILLUMINATION. WITH AN ARTIFICIAL LIGHT SOURCE N.N. INTERIOR STAIRWAYS SHALL BE ILLUMINATE THE LANDINGS AND DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED WALL DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS 8. GUARDRAILS AND HANDRAILS = 200 P.S.F. I I I [NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES AND INTERSECTIONS WITH BEARING PARTITIONS. LLJ w TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR SHALL BE ANCHORED TO THE FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER (12.7 DEAD LOADS: = z LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. MM) ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET (1829 MM) ON CENTER R602.7.5 SUPPORTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT NY TIONR31S.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT EACH END WITH CNE OR MORE JACK STUDS OR WITH APPROVED 1. TYP. ASPHALT ROOF SHINGLE = 15 P.S.F. zz EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX [NY] OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE FRAMING ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR 1A. TYP. WOOD SHINGLE ROOF = 15 P.S.F. CD OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS z W w OR MORE RISERS. R602.7(2). � J Q ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION SHALL EXTEND NOT LESS THAN 7 INCHES 178 MM INTO CONCRETE OR GROUTED 2. EYP. HARDWOOD FLOOR = 14 P.S.F. W/ 1/2" GYP. BD. = 16 P.S.F. EXCEPTIONS: SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE ( ) R606.2.1 CONCRETE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL 3. TYP. TILE FLOOR = 33 P.S.F. W/ 1/2" GYP. BD. = 35 P.S.F. Q I- 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CELLS OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE Of U CONTROL OF LIGHTING IS PROVIDED. MANUFACTURERS INSTRUCTIONS. 4. TYP. CEILING = 12 P.S.F. (n EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WITHOUT COMMERCIAL POWER. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR � I- 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL 8314.3 N: HEAT SMOKE ALARMS SHALL UI INSTALLED IN THE FOLLOWING LOCATIONS: TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED 5. TYP. EXT. BALCONY = 17 P.S.F. POWER IN ACCORDANCE WITH SECTION E3401.2.1. 1. IN EACH SLEEPING ROOM. PER PLATE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR 6. TYP. DECK = 11 P.S.F. MM OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE CONCRETE FACING BRICK. 7. TYP. INTERIOR WALL = 10 P.S.F. 2 OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ) 8304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT SEC110N. 8. EYP. EXTERIOR WALL = 15 P.S.F. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND 8608.1 GENERAL. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND 21 - 13 5 LESS THAN 70 SQUARE FEET (6.5 M2). HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION EXCEPTION: KITCHENS. R404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN OR IN ACCORDANCE WITH THE PROVISIONS OF PCA 100 OR ACI 318. ,---.-I-.---.-- - R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL BE NOT LESS THAN 7 FEET INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN ALLOWABLE DEFLECTION OF J>_llIu ! (2134 MM) IN ANY HORIZONTAL DIMENSION ACCORDANCE WITH THE PROVISIONS OF THIS SECTION, ACI 318, ACI 332 OR PCA -' c ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED 8608.5.1 CONCRETE AND MATERIALS FOR CONCRETE. MATERIALS USED IN STRUCTURAL MEMBERS "r'D /.\(,�rt ;/f EXCEPTION: KITCHENS. THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE CONCRETE, AND THE CONCRETE ITSELF, SHALL CONFORM TO AS PER 2020 N.Y.S.R.C. TABLE R-301.7 !•( 1`' .,7 \ >� PAC R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY WALLS THAT ARE WITHIN THE APPLICABILITY LIMITS OF SECTION R608.2 SHALL BE REQUIREMENTS OF THIS SECTION, PCA 100 OR ACI 318. , `�'a �' CEILING MEASURING LESS THAN 5 FEET (1524 MM) OR A FURRED CEILING DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS STRUCTURAL MEMBER ALLOWABLE 14. �� a n ^ �y -k FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR MEASURING LESS THAN 7 FEET (2134 MM) FROM THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PCA 100. 8608.8.2 LINTELS. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS of 800N �1 , -Y e` S FINISHED CEILING SHALL NOT BE CONSIDERED AS CONIRIBUIING BY SECTION 8314.3. EQUAL TO OR GREATER THAN 2 FEET (610 MM) IN WIDTH. RAFTERS HAVING SLOPES :.,;;`;" " DATE GREATER THAN 3/12 WITH NO �21 ~_ 10/18/23 8314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE 8404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION FINISHED CEILING ATTACHED c ' .,.- R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OFA WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION 8608.9.1.1 ANCHOR BOLTS. ANCHOR BOLTS USED TO CONNECT TO RAFTERS AT ALL POINTS NOT LESS THAN 4 INCHES 102 MM WHERE MASONRY VENEER IS LIGHT-FRAMED FLOOR, CEILING AND ROOF SYSTEMS TO INTERIOR WALLS AND PARTITIONS H 180 \ ''~ ` J 1u?F8 n/. BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. ( ) CONCRETE WALLS IN ACCORDANCE WITH FIGURES 8608.9(1) THROUGH FLOORS AND PLASTERED CEILINGS L/360 \`:(', )�� yC/ LESS THAN 7 FEET (2134 MNI). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. R608.9(12) SHALL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON ALL OTHER STRUCTURAL MEMBERS L/240 I N`� -' SHEET# SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES (2032 MM). BOTH ENDS WITH A HEX OR SQUARE NUT ON THE END EMBEDDED IN EXTERIOR WALLS WITH PLASTER OR L/360 _ __ THE CONCRETE. BOLTS AND THREADED RODS SHALL COMPLY WITH STUCCO FINISH SECTION R608.5.2,2 EXTERIOR WALLS - WIND LOADS WITH L/240 BRITTLE FINISHES EXTERIOR WALLS - WIND LOADS WITH L/120 FLEXIBLE FINISHES LEGEND: EMAIL: —� EXISTING WALL TO REMAIN info0cgorten.com NEW P.C. WALL TO BE CONSTRUCTED NEW CONC. BLOCK WALL TO BE CONSTRUCTED DROP TOP OF CONC. ( EL. -0'-0-) sE EXISTING WALL TO BE REMOVED SECTION SECTION MARK SHEET # DETAIL # W 2 DETAIL SHEET # N �J O SMOKE DETECTOR (Q W `— V 0 >_ C-) ® CARBON MONOXIDE / SMOKE CD DETECTOR COMBINATION Z Q _ 0 � � LJB.P. BEARING POINT POST ABOVE w O d ■ POST BELOW = = Y = Lr) B.P. � ■ BEARING POINT POST ABOVE & BELOW Q r. l J B.F. BOTTOM OF FOOTING ELEVATION I — U CD OZ r_0 00 T.F. TOP OF FOOTING ELEVATION V) N T.S. TOP OF WALL SHELF ELEVATION IJ- Q T.W. TOP OF WALL ELEVATION T Q Ld U 13'-2" 23'-0" 13'-2" 23'-0" EXISTING SLAB ON GRADE TO BE REMOVED EXISTING TO REMAIN EXISTING SLAB ON GRADE TO BE REMOVED EXISTING TO REMAIN 11'-4" EX. TO BE REMOVED EX. TO BE REMOVED I I I I IIII IIII EX. SCREENED 0 ! PORCH FLOOR III 1 0 ABOVE TO BEo IIII EX. I w l l REMOVED I m CII SCREENED it w F_ VIII PORCH o 0 W W X I II I I k1+� �1- ,_- x I ! I I I'lil I - - - - - - - - - - - - - - - - - - - - - - - -- � — — — — — — — - - - - - - - - - - 1 � ! DN x I < - I I I Q a EX. CELLAR I I I I I EX. CONC. BLOCK CO EX. CELLAR EX _ EX I m I I STAIR TO BATH ` ~ D STAIR TO I I EX. I I ! FOUNDATION o u -� o REMAIN I I ! WALL TO BE I w REMAIN ! MUD CELLAR I I I CUT-BACK & ^ m -- -- - - - — OOM m I i i REMOVED o - - 7 _i- - - - J LUP_ —1 L - - - - - - - - - � 1 - - - - - - - - - - - - - - -- - --1 I - - - _ _ � - - - - - -- -_ _ _ _- -- _ --- -- - - - -- - - - -- - � - -- - - - - -- `J J I f o ! ! I I I 1 3'-0" f I I I i I EX. TO — - — -- -- W I, 1 _� -I L J m 07 1 i REMAIN - - ! U � I I o I I I I � w I I ! I W w EX. I l of I I '� a I I I i I I °' m I7 EX. Z �� W I SLAB ON 1 1 m l a I GRADE w Q 10 o IIII BEDROOM 2 ! Z LJ o I I INI i IIII DINING ! EX. W O D - TO BE REMOVED I ! I m I -1 1 I a 0 cFn 1� { TCHEN o (n 0 o 0 = 1 I I 1 1 I I w z W I - - IIII (n Lo F- 0-1 N x 1 N I XI I I o0 O Z W , O I N I I M EX. 2 x 6 F.J.S I o '� M m w ! I I 0 16" 1 O.C. I w m I ! m Q Ln 0 N I W EX. I i Z M � I i II ! I I D cct (n - - Z - - - - - -- - - - I CELLAR 1 F Z I ' L - -- - z I 0 N -- - _ 1 1 I- - - -- - - -- - 1 - - I- - -- - - - - -- --�-� L -- cn Li -1 CLG. HT.) I ( 1 I o w %i — w EX. P.C. SLAB I I I I .too � EX. CONC. BLOCK0 FOUNDATION ( I I I EX. I I (L L __ __ _ __ J I_ WALL TO BE 1 I I I 1 CRAWL 1 ! a i IIII REMOVED I 1 I I I I SPACE I ! 11 !III I 1 I I I 1 I I I I 1 ! I I I 1 I DEMOLITION NOTE: ! I EX. 1 I I EXISTING ROOF, EXISTING CEILINGS, EXISTING WALLS ',ii1 ( LI NG RO 1 I I I AND FLOOR FINISHES TO BE I SII BEDRO 1 ! REMOVED DOWN TO 1 1 1 I EXISTING SUB-FLOOR. 1 I I EXISTING SUB-FLOOR Cn I L - - - - - - - - - - - - - J (HATCHED AREA) TO I I ! z I I H _ REMAIN AND PATCHED REPAIRED AS REQUIRED. I ;� 1 1I I i t I � L - - - - - - - - - - - - - - - - - - - - - - - � o L - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - -- - - --- - it CD 0 Q � J LiJ Q � U Q V) 13'-2" 20'-0" 13'-2" 20'-0" EXISTING SLAB ON GRADE TO BE REMOVED EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING SUB-FLOOR TO REMAIN 21 - 135 DRAWN BY _-- PAC DATE FOUNDATION DEMO PLAN FIRST FLOOR DEMO PLAN ``� °�� � •��) 10/18/23 1/4"=11-0" 1/4"=1'-0" 664 S.F. EXISTING LIVING AREA TO BE REMOVED TO EX. SUB-FL. r o �wtaa SHEET# 194 S.F. EXISTING LIVING AREA TO BE REMOVED 115 S.F. EXISTING SCREENED PORCH AREA TO BE REMOVED 8 EMAIL: info@cgorten.com NEW U.L. RATED FLUE PIPES FROM TYPICAL VERTICAL BOARD & H.W. HTR. & BATTEN SIDING AS SELECTED F.P. TYP. of TYP. RIDGE VENT F7 BY OWNER N 12 =- 4L�— z w BOT. OF HDR. PROPOSED ® UPPER ATTIC ~ U ROOF F - 12 WINDOW r TW V--I 18210 0.H. 12 _ Z 000 I 12— Ca Lo PROPOSED W I = ROOF _ W O d 1 x 6 RAKE BD. W/ 1 I ® BOT. OF HDR. i _ ly = r- x 4 FRIEZE 13D. TYP. i ® ATTIC WINDOW 12 12 of STANDING SEAM 18210 o O U J 0 M 00 STEP CONCEALED FL FLASHING OVER I I 12 - - H-- v ALUMINUM ROOF STANDING SEAM ICE SHIELD TYP. PANELS ® PORCH ALUMINUM ROOF o O c!J 5 BOT. OF CLG. JOISTS PANELS i < BOT. OF CLG. JOISTS - ® KITCHEN = Q W ® KITCHEN _ `'' TOP OF PLATE TOP OF PLT.— U TOP OF PLT. • TOP OF PORCH GIRDERS --"- - - - O.H. 1 -4 FLYING 18" GABLE !� GABLE - \ a o \ � o � BOT. OF HDR.S a o •a• w � cwn � O.H. �cwn a o -1 o 0 3070 TYPICAL HORIZONTAL N no. j O 5/4 x 4 CORNER BD. I NEW 4x4 ACQ PORCH I o a i LAP SIDING W/'f7" x 0 POST W/ 1 x AZEK EXPOSURE AS N °' CL TRIM W/ 1 x 8 BASE TW26410 - 3 MULLED no - 7-71 TW210410 TW210410 SELECTED BY OWNER & 1 x 6 CAP TRIM rl ( TYP. FOR 3 ) TOP OF SUB-FL. TOP OF SUB-FL. TOP OF O TOP OF SUB-FL. (MATCH EXISTING) - LANDING . — . — . — . — • — TOP OF FOUND. WALL = TOP OF SLAB . I I I I I I TOP OF TOP OF FOUND. WALL RCH WALLS `a' (IN POPATIO / PORCH BLUESTONE a 0-GALVANIZED METAL AS SELECTED BY OWNER in O AREAWAY TYP. N I I I I I I I a a TOP OF FTG. _ _ _ _ - I I - TOP of FTG. - - - L - - - - - - - - - - - - - - - - - - - - - - - -I TOP OF FTG. - . _ CI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L � - � - - - - - - - - - - - - - - - - - L� - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - � - - - � I I I I I I TYPICAL ROOFING: I— — — — — G.A.F. TIMBERLINE ULTRA "H.D." LIFETIME WINDOWS & DOORS. HIGH DEFINITION ASPHALT ROOFING LEFT SIDE ELEVATION- SHINGLES W/ LIFETIME WARRANTEE. THE FOLLOWING PRODUCTS ARE SPECIFIED AS PER R-609 AS THEY MEET OR EXCEED FRONT E L E VA TI 0 N COLOR: AS SELECTED BY OWNER THEIR REQUIRED DESIGN PRESSURE INDICATED ON THIS PAGE AND REQUIRED UNDER STATE CODE. THE 2020 RESIDENTIAL CODE OF N.Y.S. 1/4"=1'-0" (NORTH) 1• WINDOWS WILL BE ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG WINDOWS WITH 2 OVER 1/4"=1 -0" (WEST) TYPICAL HORIZONTAL SIDING: 2 DIVIDED LITE AS SHOWN WITH HIGH PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF HORIZONTAL SIDING W/ 7" EXPOSURE. 0.30 (.32 MAX.) / SHGC OF 0.28 AND A PERFORMANCE RATING OF DP 30 MIN. COLOR: AS SELECTED BY OWNER W/ INTERIOR COLOR: WHITE EXTERIOR COLOR: BLACK MATCHING CORNERS AND WHITE SOFFITS, 2• PATIO DOORS WILL BE ANDERSEN A-SERIES GLIDING DOOR WITH HIGH FASCIA, TRIM, & ACCESSORIES PERFORMANCE LOW-E4 GLASS WITH A U-FACTOR OF 0.29 AND A PERFORMANCE RATING OF DP 30 MIN. Q TYPICAL BOARD & BATTEN SIDING: INTERIOR COLOR: WHITE EXTERIOR COLOR: BLACK Q 3, ENTRANCE DOORS WILL BE THERMA-TRU OR EQUAL, PREHUNG INSTALLED IN 0 "HARDIEPANEL" SHEETS W/ 1 1/4" WIDE COMPLIANCE WITH MANUFACTURERS REQUIREMENTS. AZEK BATTENS ® 12" O.C. COLOR: WHITE W/ MATCHING CORNERS AND WHITE SOFFITS, FASCIA, TRIM, & ACCESSORIES 0 � TYPICAL EXTERIOR TRIM: m 0� ALL EXPOSED TRIM TO BE AZEK OR Li NEW ULU � . . VERSATEX & PAINTED WHITE Q RATED FLUE PIPE TYP. 0 z LzL1 TOP OF ROOF -— - ----- - V) I— LLI 12 m � J 0 04 0 = --12 - - TOP OF Ln --- LOWER RIDGE 12 Q � O TOP OF PLT. (n d (n 0.H. 8.• — -- BOT. OF HDR.'S FLYING GABLE -_ -- • PROPOSED - BOT. OF C.J.'S ® GREAT ROOM LINE OF GABLE WALL BEYOND _ 0 TYPICAL HORIZONTAL -- I _ a LAP SIDING W/ t7" EXPOSURE AS = 00 0- SELECTED BY OWNER TW210410 I TW26410 - 3 MULLED CONCEALED ALUMINUM STEP FLASHING OVER in m ICE SHIELD TYP. o -- F:w a o TOP OF SUB-FL. ----- - ---- - - _ _ a - - - TOP OF PLT. Of TOP OF PLT. - - a a TOP OF PLT. om � vwi oaw Q N (n o 0 a- 'S O BOT. OF HDR. BOT. OF HDR.'S FLYING FLYING FLYING BOT. OF HDR.'S a a GABLE GABLE GABLE EIrq51 A31 TEMP. A51 TYPICAL HORIZONTAL = o o _ 1 x 4 FRIEZE BD. EXPOSLAP IDING URE S/ t7" \ N CL i .- O _ 1 x 4 FRIEZE BD. o SELECTED BY OWNER .j 4PFGP 120611LD o I I O O 0' °' N 5/4 x 4 CASING N TW26410 - 3 MULLED N rn 0- AROUND WINDOWS TW210410 - 2 ^ z wll rl & DOORS TYPICAL 0 d TOP OF SUB-FL. TOP OF SUB-FL. Ll F= --, (MATCH EXISTING) (MATCH EXISTING) TOP OF SUB-FG C� Q (MATCH EXISTING) Z > Lij J o� TOP OF WALL TOP OF LANDING TOP of FOUND. WALL Q J U L I ai 0 W Li EX. GRADE —' uj 16" x 8 VENT STACK-WL CX135ui BILCO - En o EGRESS 0- O o (TYP. FOR 7) AREAWAY TYP. NOTE*� o ALL EXT. SCONCES NOTE: TOP OF FTGw a. o Lj TOP OF FTG. 1,1 - - - - I 6'-8" A.F.F. TO CGFI OUTLET O _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - 1- LIGHTING OUTLET FRONT & REAR - — — — — - - -I- - - - - - - - - - - - - - - - � 21 - 135'too - - - - - - - - I— — T _ _ _ _ REQ'D ® EA. EGRESS GRADE ACCESS a MAX• I L Q I I - - - J I I I I _I DOOR AS PER N.Y.S.R.C. AS PER N.Y.S.R.C. E-3903.3 E-3901.7 f... ... ; :'.� 2 30• - - - -� I Top I I - - - � -- - - — I L — TOP OF FTG. - - - - - - - - - -I OF SLAB - - J I- - - - - - - - - - - LI - - - - - - - - - - - - - - - � PAC DATE STEP FTG. AS REQ'D. I 10/18/23 SHEET# RIGHT SIDE ELEVATION REAR ELEVATION 3 1/4"=l'—O" (SOUTH) 1/4"=1'-0" (EAST) 10 REVISED 12/15/23 PAC 8 2 x 6 F.J.'S ® EMAIL: 16" O.C. LEGEND: info@cgarten.com 4x POST SIMILIAR• NEW 4" P.C. SLAB .77 (3) 2 x 6 EXISTING WALL TO REMAIN CORNER HOEDOWN EO FLUSH HDR. SIMPSON # STHDI4RJ tJARPC� 3/4" X 1 Z" 6x6 W.W.M. NEW P.C. WALL TO BE CONSTRUCTED STRAP TIE P� NAILS MIN. 1 1/2" TOP OF PATIO BLUESTONE - END DISTANCE FROM BORDER • T.W. / (2) 2x6 PLT. 2" CLEAN NEW CONC. BLOCK WALL TO BE CONSTRUCTED EDGE OF STUDS W.W.M. GRADE SAND - TYPICAL NEW FOUNDATION WALL: 38-16D SINKER O BILCO STAKWEL S DROP TOP OF CONC. ( EL. -0'-0") N > 8" P.C. FOUNDATION WALL x t 3'-4" HIGH W/ (2) 2 x 6 2-2x6 ACQ PLATE w AREAWAY a ACQ SILL PLATE ON 16" W. x 8" D. P.C. CONTINUOUS �gARpIt�Jhl Q p (3) MODULES HIGH FOOTING & 2" x 4" KEYWAY & (2) #5 REBARS. C - - _ EXISTING WALL TO BE REMOVED G ' a ..d.,. s.; ... .. < o 01 o N a t� e • �+ `X X e am . 2 x 10 ACQ CX135 j - U I 0 (O FRAME RIPPED / �/ / / / / / /� %�/ / TYPICAL NEW ANCHOR BOLT: a SECTION MARK 7 a O Z � C) TO 8" AROUND SECTION SHEET # z / VA A a 1 M.O. 6-MIL. VAPOR BARRIER 5/8" DIAM. x 12" HOT DIPPED GALVANIZED �7 I I 30' MIN. • •� .e CX135 OVER 4" GRAVEL / o / a Q N " FOUNDATION ANCHOR BOLTS W HOT DIPPED REBAR LENGTH ONE #4 00 4 00 R,O.= 2 M8 W GALVANIZED PLATE WASHERS 3"x3"x3/16" 0 33" O.C. r DETAIL # U `- 5 8" DIAM. ANCHOR BOLT d e d REBAR IN " X 3'-5 1/2 H. MIN. & MAXIMUM 1'-O" O.C. FROM CORNERS. W/ MIN. 7" DETAIL # � / SHEAR CONE O EMBEDMENT. 2 SHEET W/ 7" MIN. EMBEDMENT (12" MIN. I Q LiJ INTO FOUNDATION . 1�2" IN. REBAR LENGTH) � - -•-•-•- FROM - T.W. ® P.C. SLAB DETAIL O // rn� 4" 8" z SD SMOKE DETECTOR V Z CORN R N C7 MASONRY ~ GRAVEL �- O \ Q OPENING Do w ° —O" ® CARBON MONOXIDE SMOKE 0 Ln Q cl.Ld <, °� DETECTOR COMBINA ON LL I W ,B•P• '14- BEARING POINT POST ABOVE = Y n L0 OFCA.B. 12IF�A.B. P.C. HAUNCH SLAB ; ; a DETAIL C� PATIO "' N POST BELOW a- DAMPROOFING -i CORNER H O L D O WN `� BELOW GRADE B.P. / _ 1"=1'—O" N T.O. SLAB ° TYPICAL 48'PROPOSED OVERALL ■ BEARING POINT POST ABOVE & BELOW �-/ O I"D I—' O Z c0 � RIM JOIST DETAIL -•-•- B.F. BOTTOM OF FOOTING ELEVATION (J� � � T.O. P.C. FTG. d " <d NEW 8" P.C. 12'-6" 17'-4" 18'-2" T.F. TOP OF FOOTING ELEVATION f1/ Q FOUNDATION PROPOSED ADDITION PROPOSED ADDITION EXISTING T.S. TOP OF WALL SHELF ELEVATION L1- W 4 N.T.S. WALL = Q 3'-0" 9'-6" 2'-8" 13'-0" T.W. TOP OF WALL ELEVATION U EGRESS WIND 0 W PROPOSED LANDING KT� 8" 5'-6" 8" 5'-6" 8" AREAWAY DETAIL DOOR SILL OVER " V-4" V-4" (2) 2 x 6 ACQ SILL PLT. 4 1/2 =1 —0 W/ COPPER TERMITE —1 L.C.C. DOOR PAN OVER 1 I NEW 4x4 ACQ PORCH POST P.C. P.C. ICE-SHIELD FLASHING W 1x TRIM W CAP & CHEEK CHEEK LINE OF 4" P.C. PATIO SHIELD OVER STYROFOAM I I / / 1 A WALL B WALL C SLAB ON GRADE W/ SILL SEALER I I BASE ( TYP. FOR 3) 1 6 6 6 HAUNCH SLAB PERIMETER FINISHED FLOORING ICE SHIELD PITCH -1/8- I BLUESTONE M STEPS D I FLASHING / t 3/4" MORTAR BED 3/4" SUB-FL. PER FT. TOP OF - SUB-FL. I I TOP OF SUB-FL. I ---------- 2" OF ONE 1'_4„ ------------ " PAVERS TREAD TOP OF P.C. SLAB 1 I I I I 2 x 8 F.J.'S ® 16 O.C. - - ® HOUSE DROP TOP OF CHEEK ON f3/4" WALLS - FROM P F STEP W/ MORTAR BED 1 1/4" - `� Y TYP 9 FR TO 0 I Y N BLUESTONE PROTECT WOOD IN W CZ TOP OF P.C. SLAB I w �- w I TYP. FOUNDATION WALL 4 P.C. SLAB NOSING `D cn Q -' TREAD ABOVE CONTACT WITH " °_ r ® STEPS �' I d=Q Q ° � �3 I - ��� FCONCRETE W/ I a /\/\ p / -� �- - - - ICE-SHIELD FLASHING I 4" HAUNCH ® TOP OF PORCH PATIO 00 ui 7/777777777 " ° I p FOUNDATION p° - - v / DROP TOP OF LANDING I L -` - - - -1 L 5/8 0 x 12" A.B. & PLATE p ° FOUNDATION WALL " 1 WALL ° , WALLS -3 FROM TOP OF WASHER ® 36" O.C. W/ 7" - D ° / / / ° a GRADE (-3" FROM TYP. i TYP. FOUNDATION WALL - - - - - - - - - - - PROVIDE 16" #5 REBARS MIN. EMBEDMENT p I \/ \// //� / ° TOP OF WALL) o ��� I W/ 4" EMBEDMENT INTO \� COMPACTED FILL \� _ w z / r EXIST. FOUND. 0 12" O.C. 1 ° \�\ a CHEEKT P OF OZ UNEXCAVATED I � I I I VERTICALLY & FILL VOIDS 4 a M �O� 4 I I I I FILL AND TAMP FOR 4" I NAT DOWELS ON-SHRINK GROUT NEW 8" P.C. FOUND. / Q / "' POURED CONCRETE SLAB ° SIMPSON P844 GALV. /� WALL — 8'. POST BASE SET IN °a 8" P.C. - - - - - - - - - - - - - - - - - - - - - - - HAUNCHDAMPR ' J - - - - - - - - - - - J TYPICAL WET CONCRETE 0 FOUNDATION 8 ° 1 -4 / l I 1 STEPS '• ° p ° WALLS a ° (CHEEK WALL) I o �♦ \ (- - - - - - - - - - - - - - - - - - - - r- - - - - - - - -I I - - - - - - - - 0 z M / NEW 8" P.C. FOUNDATION = I I I 1 F WALL x f3'-2" HIGH W/ Z I I 1 7 3 I I PROVIDE 16" #5 cO Z m o (2) 2 x 6 ACQ SILL PLATE m I cn NEW L` o I I REBARS W/ 4" =x�`' � = a ON NEN' 16" x 8" P.C. FTG. I I L d I I -� HANDLER m EMBEDMENT INTO I b Li FOUNDATION WALL DETAIL @ PATIOS No ,� Aw/ 2 x4 KEYWAY ao d 1 1 m x fO I I EXIST. FOUND. ® 12" I w NEW 3"0 STL. a ® O.C. VERTICALLY & ^ m 1"=1'-O" O1 w /� ��0 1 TOP OF NEW WALL TO BE I x io I ZIP COL. ON I x I ( FILL VOIDS AT I o N SF �\ -11 1/4 DOWN FROM TOP I I N co EX. P.C. FTG. i I I `j I I DOWELS W/ I I a �S,O��. 4 OF EX. SUB-FL. I z ® (TYP. FOR 2) - - J - - - - - - - 1 NON-SHRINK GROUT I of w 0 F_ I .' _ 1 Q — — I TYP. � I I I 1 YAM EAM I _ _ _ _ _ _ _ J 0 ROOF LP, GAS PIPING NOTE: 9C' \ 8"x16" PKT. T PKT. ( - - - - r I I - GALVANIZED METAL GAS PIPING SHALL BE BLACK OR - -VENT- - - - - - - - - J ' 7 7/ I I o co AREAWAY TYP. GALVANIZED STEEL AND SHALL BE 1 (3) 2 x 8 ( GIRDER I i I I 11 I SIZED BY THE LONGEST LENGTH - - - I N I I I Z METHOD BASED ON THE INPUT RATE = - - - - - - - - - - - - - - / / I NEW 3 1/2"0 STL. I x OF THE APPLIANCES. ALL WORK 0j GALVANIZED METAL �� I �� - - n I I COLUMNS ON NEW I 1 I 00 0 SHALL BE PERFORMED IN ACCORDANCE AREAWAY TYP. 5'-11" 5'-11" I NEW D.V. 1 WITH CHAPTER 24 OF THE 2020 I I - - - - I 124" X 24" X 12" I I m 2ND. FL. RESIDENTIAL CODE OF N.Y.S. 10 r I N I I L.P. w. HTR. w 00 `° w THICK P.C. FTG.'S STEP FTG. DOWN W KITCHEN GREAT RM. NEW SIZE OF TRAPS FOR PLUMBING i NEW I I — — — N w( — — I I i U Q r— - - - = I (3) 2 x 6 F.J. I I REMOVE EX. BOX BM. TO L.P. GAS I m z FIXTURES I CRAWL SPACE o I T ' I _ _ _ FIREPLACE S/O T - - - - ALLOW FOR NEW F.J.'S TO s o s o VALVE AS PER 2020 N.Y.S.R.C. TABLE P3201.7 I a (3'-2" CLG. HT.) I ,/ / / / / I m BEAR ON EX. SILL PLATE 0 z VSA/LOVE V LVE TRAP SIZE PROVIDE PVC SLEEVE I I TYP. BEAM PKT. 3 ® NEW 4" P.C. SLAB m N o 0-I I �// 1I _ _ _ 1 PLUMBING FIXTURE MINIMUM J FOR NEW WASTE LINE 5"W. x 4"D. w OVER 6-MIL. VAPOR x cn �/ - / �� x - -4 -�0 2 (� 1ST FL. J BOT. OF PIPE DOWN z BARRIER , I I UP 1'2R 4'-6„ 1 N 9'-0" I x NEW L.P. GAS TANK BATHTUB (WITH OR WITHOUT SHOWER HEAD a ( DROP -4 1/2" w tb - - - LO� 4 I Q LLQ 0 1 1/2" -2'-9" FROM T.W.) FROM T.W. 3 v Q I 1 (7'-0" CEG.)_I NEW N= 1 "' NEW W/ REGULATOR ON AND/OR WHIRLPOOL ATTACHMENTS) z z 3.0 x M " ^N w I o m 0 J LP. GAS P.C. SLAB - o EL. 15-3" I z a v EX. 2 x 6 F.J.S P.C. SLAB J o 0 � � z BIDET 1 1/4" o N F 6'-1" 6'-1" 6'-1" 6'-1" I cv DBL. F.J. _ _2• IF OM .,w i w 1 o (n 0 RANGE/OVEN S/0 CLOTHES WASHER STANDPIPE 2" x p - ® 16" >2 O.C. J D N T T 1 ^ 3 1 wL - - - - -EX. - I ox 0 (T.B.D.) MECH AREA VALVE DISHWASHER (ON SEPARATE TRAP) 1 1/2" 11 =o < _ / I / / / .I v w EX• 6 w M 1 o D (3) 2 x 8 I//,!./� _GIRDER // / 3 2 x 8 / / GIRDER 3'-10" 2'-8" 1'-8" CELLAR i _ _ _ _ _ (n N FLOOR DRAIN 2" / , / 7 ( ) / KITCHEN SINK (ONE OR TWO TRAPS, WITH OR ao w N 6 / / / / / / TYP DBL. F.J. O M STEEL PIPE � v7 / / / / / t WITHOUT DISHWASHER AND FOOD WASTE 1 1/2" o I L_/__z-Z v_�� �_z 3 (EX. W-10" CLG. F Q Ln 0 NEW ( ' ) DISPOSER) a- -. —� BEAM I I z CO EX. P.C. SLAB I I I I I I BILCO STAKWEL AREAWAY L.P. GAS S/0 LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1 2" w TO PROPOSED -� PKT. L - - - - DBL. F.J. #STKWL-48 (3-MODULES) = o V) (� H.W. HTR. VALVE LAVATORY 1 1/4- ° S.C.D.H.S. I/A OWTS C.O. TO 24-4 I I/ / / //'I 1 I I I W/ CLEAR DOME COVER N Q (T.B.D.) SHOWER (BASED ON THE TOTAL FLOW RATE THROUGH SANITARY SYSTEM GRADE IT ON I I : r / //// �/� I DBL. F.J. I I #STKWL-48D N N CELLAR SHOWERHEADS AND BODYSPRAYS) I SIMPSONCA64�SGALV. ? I - I� `- /-/--/ - I I I I I I STEP FTG. DOWN ao FLOW RATE: 1 1/2" 0 5.7 GPM OR LESS I m p POST ANCHOR ON w I I NEW i I (3) 2 x 6 F.J. w MORE THAN 5.7 GPM UP TO 12.3 GPM 2" I = 24" x 24" x 12" -J 1 I NEW 3 1/2"0 sTL.I 1 I 1 THICK P.C. FTG. o I I I COLUMNS ON NEW I I NEW 2 x 6 F.J.'S GAS RISER DIAGRAM MORE THAN 12.3 GPM UP TO 25.8 GPM 3" " ro m I w MORE THAN 25.8 GPM UP TO 55.6 GPM 4" N ® (TYP. FOR 4) I I I 1 1 I 44" x 24" x 12" I 1 ® 16" O.C. i N.T.S. ��,to z 1 z I I I 1 1 ° 1 I THICK P.C. FTG. I I M � 1 I I I I I x 1 I I I I I I Q M 4 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I M I I I I I NEW 8" P.C. FOUNDATION Iz EX. I WALL x t3'-4" HIGH W/ CD • I EX. 2 x 6 I IF.J.'S v ° I I CRAWL I 1 I (2) 2 x 6 ACQ SILL PLATE Q 1 ® 16" O.C. X I 1 1 1 I ON NEW 16" x 8" P.C. FTG. 4" VENT THRU ROOF \ SPACE - - - - - - - - - - - - - - - - - w TO 2 x 4 KEYWAY `}- I PROTECT WOOD IN I 1 1 � - - - - - - - - - � = CONTACT WITH CONCRETE = I I I 9 1 4" DOWN FROM TOP � (EX. 2'-0" I 1 I I TOP OF NEW WALL TO BE ROOF ,11 I 0 � UNEXCAVATED I I CLG. HT.) I I - / LLJ 0 I c� I W/ ICE-SHIELD FLASHING F = I L - - - - - - J I OF EXT . SUB-FL. " z I I a FILL AND TAMP FOR 4" I i - m - - - I I I F V) 00 I3 I POURED CONCRETE PORCH I EXISTING 8"x16" CONCRETE F PROVIDE NEW DRYER I x z � BATH x I SLAB I BLOCK FOUNDATION WALL x N w VENT AS PER 2" ROOF EXTENSION NOTE L I= - I - - - - - - - - - - -� I 1 t6'-8" ON EX. P.C. FTG. 1 I LJ � - - -- - - - �� N.Y.S.R.C. M1502 I RESIDENTIAL CODE OF N.Y.S. P3101.1: N - 1 1 2"- - 2 - _ 7 _ ___1 6" MIN. OPEN VENT PIPES THAT EXTEND THROUGH A C:)J,7 L-N - - - - - - - - - - I L - - - - - - - - - - w - - - - - - - - - - I / I 12 RECOMMENDED ROOF SHALL BE TERMINATED NOT LESS THAN 6 I1 1/2" I IN ABOVE THE ROOF OR 6 INCHES ABOVE , Q I E LAV THE ANTICIPATED SNOW ACCUMULATION, SIMPSON PB44 GALV. J WC I 4" VENT THRU ROOF J O 3" TUB WHICHEVER IS GREATER. POST ANCHOR ON P.C. I I- c - - - - - - - - , I \_ n _I 2ND FL I I ROOF 1 FOUNDATION WALL FROST CLOSURE NOTE SET IN WET CONCRETE -I- - - - - I 1 RESIDENTIAL CODE OF N.Y.S. P3101.2: DROP TOP OF PORCH TYPICAL Z II 1 1/2" 3" 2" C.O. I WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE WALLS -3" FROM TOP OF ,t w-i EXISTING 8"x16" CONCRETE PROVIDE 16" #5 REBARS CORNER HOLDOWN Q I TYP. FOUNDATION WALL =a P.C. STEP W/ BLOCK FOUNDATION WALL x W/ 4" EMBEDMENT INTO � DESIGN TEMPERATURE IS OT OR LESS, VENT DROP TOP OF CHEEK u BLUESTONE CONNECTION EXTENSIONS THROUGH A ROOF OR WALL SHALL BE t3'-4" ON EX. P.C. FTG. EXIST. FOUND. 0 12" O.C. SIMPSON # STHD14RJ .- 4" 2" 13• NOT LESS THAN 3 INCHES IN DIAMETER. ANY WALLS -9" FROM TOP OF TREAD ABOVE VERTICALLY & FILL VOIDS Q 3" OR SIMILAR C) I INCREASE IN THE SIZE SHALL BE MADE NOT LESS TYP. FOUNDATION WALL I THAN 1 FOOT INSIDE THE THERMAL ENVELOPE OF AT DOWELS W/ Z �j BATH #1 I KITCHEN I THE BUILDING. NON-SHRINK GROUT Z .j � Q 4" _T _ ` r _ J i o p C) f I2• 11 1/2• 1 1/2" I A B C 1 1/2'I I A DW SS I I 6 I 6 6 1 WC 2" F- - -� 3" FAI ABOVE 6" 14'-0" 10'-6" 1ST FL SH GRADE 21 - 135 C.O. 2" 3" 2• I 8" C.O. C.O. x I C.O. TO NEW DRAWITTY S.C.D.H.S. P A C 4" APPROVED I/A LAUNDRY 1 1/2" 4" PVC 01/4"/PF. 4" OWTS SYSTEM '. 25'- HOSE PROPOSED ADDITION O& PORCH WALLS XIISTIONG PROPOSED } j) DATE W 48'-0" OVERALL ADDITION 10/18/23 PROPOSED j CELLAR SHEET# FOUNDATION PLAN PLUMBING RISER DIAGRAM 1/4"=1' 4 N.T.S. REVISED 12/15/23 PAC 8 EMAIL: LEGEND: info@ccgorten.com SMOKE & CARBON C� EXISTING WALL TO REMAIN MONOXIDE DETECTOR NOTE: EGRESS WINDOW NOTE: TEMPERED GLASS NOTE: SHEAR WALLS: EXISTING WALL TO BE REMOVED SMOKE DETECTORS AND CARBON MONOXIDE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE TEMPERED GLASS SHALL BE INSTALLED IN HAZARDOUS SHEAR WALLS SHALL BE PERFORATED SHEAR DETECTORS SHOWN ARE AS PER N.Y.S.R.C. CODE AS PER N.Y.S.R.C. R-310 LOCATIONS AS PER N.Y.S.R.C. R-308.4 WALLS AND SHEATHED WITH 1/2" CDX PLYWOOD ® NEW 4" WALL TO BE CONSTRUCTED SECTIONS R-314, R-315 AND SECTION 915 OF THE - WITHIN 44" OF FLOOR - LESS THAN 18" ABOVE FLOOR FOR THE FULL HEIGHT, FASTENED AS PER FIRE CODE OF N.Y.S. ALL DETECTORS SHALL BE - 5.7 S.F. MIN. OPENING 0 2ND. FL. - WITHIN 2'-0" OF DOOR NAILING REQUIREMENTS SHOWN ON SHEET 5 INSTALLED AND LINKED AS PER CODE. - 5.0 S.F. MIN. OPENING 0 1ST. FL. / GRADE - LESS THAN 60" ABOVE SHOWER/TUB "WET" AREAS WITH 2 x 4 "CATS" AT MID SPAN. NEW 6" WALL TO BE CONSTRUCTED - 24" CLEAR HEIGHT & 20" CLEAR WIDTH - LESS THAN 36" ABOVE STAIRS / LANDING © BEARING WALL ("CATS" MID-SPAN) YAB SECTION SE T10N MARK z LJ 2 DETAIL # N J 48'-0" OVERALL DETAIL SHEET # IJ_ 1 PROPOSED W 12'-6" 17'-4" 18'-2" (< i SD SMOKE DETECTOR CD 0) PROPOSED ADDITION PROPOSED ADDITION EXISTING TO BE RECONSTRUCTED Z DO 7'-9" 4'-9" 9'-2DETECTOR COMBINATION " 20'-4" ts\ CARBON MONOXIDE // SMOKEry 6,-0„ L j ry- I 1 ­B.P. BEARING POINT POST ABOVE OFFSET PROPOSED ADDITION = E0- Lf) < ~ � ■ POST BELOW 2'-2" 11'-6" 7'-2" a � 1 B.P. CHIM. O U -1 0o r7 ■ BEARING POINT POST ABOVE & BELOW 50 CFM ENERGY STAR EXHAUST FAN i- 00 Z CO (f� 00 B C E.F. VENTED TO EXTERIOR < B C ry Q 1 6 6 6 6 = Q w 1 A U 16 1 I I 1 35'-6" 1 PROPOSED PATIO 2' A -8" 13'-0" PRE—FAB FIREPLACE: 6 42" U.L. RATED PRE-FAB. o 1 16" 16" L.P. GAS DIRECT VENT PATIO 1 8'-6" T T PATIO FIREPLACE BY HEAT&GLO 0- BELOW MODEL #6000C-IFTLP OR O 0 o_Li Q 2" BLUESTONE EQUAL INSTALLED AS PER ♦ o 0 / PAVERS AS SELECTED MANUFACTURES BY OWNER OVER 4" °- DN 2R P.C. SLAB SPECIFICATIONS LANDING R.O.= 42 WIDE x 41" HIGH 'op o = SIMPSON HDU5 1 2" BLUESTONE OVER �pQ RAISED 4" P.C. SLAB I o CORNER HOLDOWN 5 BETWEEN FLOORS SIMPSON HDU5 BETWEEN FLOORS - L -1 - - - - - - - - - - - �/ TW26410-3 / 4PFGP120611 EGRESS B.P. TW210410-2 CORNER HOLDOWN / (2) 1 3/4" x 14" LVL HDR. 1 (2) 2x10 HDR. - - - - - - - - - - - B.P. 1 I / (2) 1 3/4" x 9 1/4" LVL HDR. / CO z / o\ 0 0 o c', a I NEW U.L. O / SAF o ISN I CL. RO m o SFS I v ?6 o 1 RATED FLUE 0 61 if- I ����JJJ I I of PIPE FROM a 9c s (o m w SDA N to QUEEN P. m I N 2_2„ 4" 4,_0 4" 13'-8" 4" o OSFO 8;,; /OUTDOOR °' LINE OF CLG. BU�T o V co BED o I I SHOWER 1'-8" z I d cv sio�S` FIXTURE - - - - SPLAY ABOVE ` -1N BEDROOM #� x Q w = I I _N DN 15R o o o CST DN 12R N ® (9'-0" CLG. HT.) "' I I N 3 ® - - 3 x a C3`2 LOFT oo O �* f w — — 90 TW26410-3 GREAT ROOM o p =PRE- 4'-0" — z 13'-6" a I 1 z — — 3 ® (8'-0" CLG. HT.) N `r z0 vi m FAB — — — - - - - - - - - - - - — — Q w ® F _ (16'-0" CATH. CLG.) � � __ = = I z (2) 1 3/4" x 9 1/4" LVL HDR. c ¢ .1 (D > IX00 r - - - - - - - - - - - -� ° w _ w o 1 I U■ I F N GAS O I I 10 Q Z p = 00 Q 30"130"1 0 1 0 O o h 3 v F.P. — - - SD I N n U z — — iv o o w W. B. 1 I ® N O 00 1 I � C3 = — — N N ON Q _ (2) 2 x 6 FLUSH 4 HDR. I I1Q N ®� N N - - (2) 2x8 a, 1 I O o 0 0 I I 12'-6" - z 14'-4" 2'-2" - - HDR. o 0 1 x `co "v N Z ro� ii BILCO EGRESS 1 - - 1 > O o 30"1 30"I - -I I w � 30„ - - I SEAT AREAWAY BELOW 0 I N 0 N U o `I = o 0 1 3/4" x 14" LVL RIDGE d-En W. B. c� w U O 1 3/4" x 14" LVL RIDGE - - - o v ( ci I ti w z LINE OF CLG. I BUILT � 11 3 0 N I - - - - - 3'-O" D z - -J T -� vi 1 U SPLAY ABOVE N -1N 42" VAN. � I w BATH ABOVE x N; 1 Ud 2B„ I I — — — — — — — — — — 3'-4' 9'-10' I x NEW U.L. RATED — C-4 w 0 � - 24' 24' oo O, _ 2 a o W. 1 e. IN 20" FLUSH — — d o m = Q z I I N ® FLUE PIPE FROM N m o o I II N - _ 1- -1 I I sueRFL.°N - - B.P. o o BATS U x I I BOILER .. U LJ x x �� 24" I to x o w v ® m 1 9'-0" CLG. HT. N o� I Q 0 o w LLJ 1 ®� B. I I UP 15R CO ( ) w 5'-0" 8'-4" ao w — — x 54' x 36' M to 0 '' O �' N 3 I _I N I I ROOF CRICKET E.F. m , O �F-� zo 1 w — U d - SHOWER N Q D o!m I z 1 0 o a azo Qo z .. N m c5 1 0 ^,� E.F. ti W/ ICE-SHIELD y D 1 w = M ~ 10 x�a ® v I ml c l 1i m 1� 1 x 0 o I� ,69 6 z M 1 1 v o l 3/4" x 14" LVL RIDGE FLASHING Q z o s W M KITCHEN 10 POO° I M W r I (3 HALL o 2s7o F 11 X M J``' , 0 3°°rue60\ 2640 (n X I -- _ 1 B.P. N 0 I N ® W � w a z4"I z4"I I- - -1 1 o ® 04 �t—f�- LIN. =CL.- N Q X I c� s,, ATTIC s W. 1 B. 1 Il 24" I 1 I cn 1 N (2) 2x10 (2) 2x8 HDR. I 0 .' I I to o O �' - - - - - 0 N .. FLUSH HDR. _ Tow 1'-4" cn 6„ D/W 1 x — ( ) — = v ( )_ N BI3PASS070 N 0- .30" FLYING I x co '11� I I - - - - - (n 0 1 3 2 x 10 FLUSH CLG. HDR. 2 2x8 I o .30"130" t5;, 1 _ - - - HDR. 3'-2" O GABLE 1 o �� 3 ® + '`1 I =- - -- - - - - - - - - - - J I (2) 2x4 PROVIDE 0 I - WEATHERSTIPPING (� Ln LINE OF CLG. w B e_ -1 1 N SD o_ / O H I ( N N LINE OF z I r POST TO iR, (f) N RECESS W/ '`� v a I N SD ' (� LINE OF 15' I ICE-SHIELD )k I 1 1loo 1 I VALLEY + WOOD TIMBERS L _ - - _J O FOYER I CL. BEDROOM #2 I 7 SETBACK - - - W ® - - - FLASHING - - - - - ,� I I 1 I � 1 I G� 7, Q L17 O (10'-0" CLG.) co (9' 0" CLG.) I m uu 3s" I (2) 2 x 6 FLUSH o HDR. 1 I v x io o I (9'-0" CLG. HT.) -; v / I I 12 n I L �i N r 1 FULL 1 1 NEW (2) 2 x 8 ON-FLAT NAILER / 11 1 1 107 1 1 12 REF. �t 3 ® �O -i FULL oo O � > BED x o x Ld �O I C3 BED x co N x (2) 1 3/4" x 9 1/4" LVL HDR. Z (2) 2 x 10 HDR. N ® BEDROOM 3 ,,I a I ��Ns / Q10 11 I1 w N 3 71' N N x — — - - — — — — — — - - - - - -I� - - L� M 1 I � TW26410-3 100 I w (9'-0" CLG. HT.) `� N B.P. 12' 12, x z 2,-4" - - - - - - - - - - �, � � o S.L. S.L. � - - - - - - - - - - � �- NEW 2 x 10 R.R.'S "' o 0 o x o N N w � /� 11 2X6 C.T.'S - - JI ® 16" O.C. (� 0o 1 IN o x �, COVERED N �'� i 0 32" O.C. z Lj N o N ( STANDING SEAM N / 1 �� o 0o I � x 0 N 0 PORCH ^ o CL 1 ,n ALUM. ROOF BELOW `�v NEW 2 x 10 R.R.'S I I I Q oo� "' d 2" BLUESTONE AS 1v co-I II ° I I ( J o _ _ _ SELECTED BY OWNER 9'-10" m 2'-0" 9'-10" 2 x 8 C.J.'S (2) 2 x 12 PORCH GIRDER p� // ® 16" O.C. 1 I I I I 1'-6" (2) 2 x 12 PORCH GIRDER 0 16" O.C. I I I 11 1 0 N (2) 2 x 12 PORCH HDR. 3'-6" 3'-6" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N N (2) 2x10 HDR. (2) 2x10 HDR. p / - -- - - - - - - - - 1 - - - - -f ] I 1 0.H. — — — — N / L- -- - - - - - - - -� —I— H - - - - - - - - - - 0 DN 2R - - 0 — TW210410 TW210410 - - - - - - - - - - - - - SIMPSON EGRESS EGRESS ELECTRIC J 4 x 4 ACQ POST LINE OF ROOF HU212-27 _ WRAPPED W/ 1 x AZEK OVERHANG TOP FLANGE o 2 x 8 C.J.'S METER Z m o 1 1 LL TRIM W/ 1 x 8 BASE & HANGER CD }w " LINE OF,ROOF I a Z w 1 x 6 CAP TRIM A B 0 16" O.C. ` " I r m =o r� OVERHANG � ( TYP. FOR 3 ) g I g I (2) 2 x 4 POST U-� O 1 0 WALL FOR i 1 PORCH HDR. U O 6" 14'-0" 10'-0" 6" 4 x 4 ACQ POST LLJ I WRAPPED W/ TRIM (NON-STRUCTURAL) A B 6 6 C I I 6 � � 25'-0" C 0 PROPSEDZ � COVERED OPORCH 6 J Q ry Q � U CD LL 5'-6" 6'-4" 10'-4" 6'-4" 25'-0" 20'-0" 3'-0" 21 - 1 ,35 PROPOSED ADDITION EXISTING TO BE RECONSTRUCTED PROPOSED ADDITION 48'-0" OVERALL DRAM ly PROPOSED PAC PARTIAL ROOF SECOND FLOOR PLAN DATE I 1 1/4"=1'-0" 325 S.F. PROPOSED LIVING AREA ADDITION ;j 'I 10/18/23 FIRST FLOOR PLAN �, `., r,; , - , , 1/4"=1'-0" 845 S.F. EXISTING LIVING AREA TO BE RECONSTRUCTED SHEET 523 S.F. PROPOSED LIVING AREA ADDITION 1,368 S.F. TOTAL PROPOSED LIVING AREA 5 135 S.F. PROPOSED COVERED PORCH AREA 10 REVISED 12�15�23 PAC 355 S.F. PROPOSED REAR PATIO AREA 8 EMAIL: info@ccgorten.com NEW 1 3/4" x 14" LVL RIDGE BD. BOT. OF RIDGE BD. � LLJ 4D 12 4 NEW 1 3/4" x 14" LVL RIDGE BD. 2 x 6 COLLAR I— U TIES ® 32" O.C. cy-11 n 2 x 6 COLLAR NEW 2 x 10 R.R.'S LiJ r TIES ® 32" O.C. 2 x 8 C.VS ® 16" O.C. U0-)® 16" O.C. � � CD 12 12 \ 12 R-30 12 I— Q 12� 12� NEW 2 x 10 R.R.'S - CONCEALED ALUMINUM 12v�- ' '- � Lo 12 (� — Lel � I BOT. OF C.J.S STEP FLASHING OVER 16" O.C. y L0 M ICE SHIELD TYP. j I� \ :�� VAL EY ON FLAT ICE SHIELD UNDERAYMENT REQUIRED 3'-0" _ FROM LOWEST EDGE OF ROOF TO A POINT MIN. (2) 2 x 8 ON-FLAT NAILER _I 1 O Q � INSULATION BAFFLES ® _ I '' ' ATTIC U —I o r7 36" MIN. ® 8 PITCH OR GREATER FROM �� ATTIC FACE OF EXT. WALL INTERIOR AS PER .Z�� NEW 2 x 6 R.R.'S ® 16" O.C. o EA. RAFTER BAY W/ I I �\ DECORATIVE WHITE OAK l g R-30 FIBERGLASS BATT I 00 Z CO N.Y.S.R.C. 905.1.2 W/ 5/8 CDX PLYWOOD SHEATHING I I ��- TIMBERS AS SELECTE00D �i. INSULATION - F 2 x 6 C.J.S �G 2 x 8 C.J.S 12 FOR METAL STANDING SEAM ROOF " I I \ BY OWNER TYP. '�;�� 1'-4" _ � � SLOPED FLYI N G ® 16" O.C. � ® 16" O.C. R-30 Q 5 2 x SOLID BLOCKING � I �� � ';�-, � Q BETWEEN RAFTERS TYP, �� 2 16" O.C. U Q � 2) 2 x 12 PORCH GIRDER BEYOND �� x GABLE 2 x 6 C.J.'S W BOT. OF CLG. JOISTS CLI PSON A. J SIMPSON H2N/I .5A CLIPS ® EA. R.R. ' CLIPS ® EA. R.R. SIMPSON H2A R-30 TOP OF PLT. -_ TOP OF PLATE "' _TOP OF PLT. CLIPS ® EA. R.R. _ ® 16" O.C. DECORATIVE WHITE OAK E TOP OF PORCH GIRDERS c� 1 x 6 FASCIA BD. CD _ 1'-4" 1'-4" (2) 1 3/4" TIMBERS AS SELECTED (2) 1 3/4" - OVER 2 x 4 (3) 2 x 10 x 9 1/4" x 9 1 4" SUB-FASCIA (2)2x10 BY OWNER TYP. / (2) 2 x 12 PORCH GIRDER W/ - o FLUSH CLG. HDR. BOT. OF HDR.'S O.H. 0.H. LVL HDR. LVL HDR. 2'-0" SIMPSON HU212-2TF BOT. OF HDR.'S I HDR. W/ JST. (2) 2 x 6 0.H. TOP FLANGE HANGER (2) 1 3/4" x 14" LVL HDR. 70" T.V. C° HANGERS TYP. 1 (2) 2 x 12 p CLG. HDR. ® GIRDER CONNECTION p p (s1"x34.3") = 1'-6" PORCH GIRDER w NEW W Z W GREAT IO.H. j o - 2 x 6 C.J.'S ® 16" o.C. o o - PROTECT WOOD IN J NEW W o o KITCHEN COVERED I I a o o CONTACT WITH ROOM I ., a - NEW 4x4 ACQ PORCH POST j 1 a 1 a CONCRETE W/ 4PFGP 4070 COVERED N TW26410-3 PORCH I o) a o� a 120611 0 BI-PASS TW26410-3 I I BASE x(�TYP.VFOR 3) & ^ ICE-SHIELD FLASHING I PORCH I I (2) 2x6 ACQ TREATED 2 x 8 F.J.'S 3/4" CDX STONE OVER t3/4" MUD PRE-FAB. 3070 R-21 ® 16" O.C. T&G PLYWOOD R-21 I L.P. GAS STONE OVER t3/4" MUD SILL PLATE W/ COPPER OVER 4" P.C. PORCH SLAB F P 3/4" CDX I I OVER 4" P.C. PORCH SLAB SUB-FL. OVER COMPACTED FILL T&G PLYWOOD TERMITE SHIELD OVER _ -- SUB-FL. I I OVER COMPACTED FILL TOP OF SUB-FL. STYROFOAM SILL SEALER I I TOP OF SUB-FL. _TOP OF SUB-FL. =--- T z TOP of FOUND. WALLS TOP OF FOUND. WALLS R-30 GRADE TOP OF SLAB -'_\ \ - \ \� u. R-30 R-30 \ \ \ EX. GRADE 4 x 4 ACQ POST (3) 2 x 8 a �\ \ TOP OF p \ \ w = CRAWL ///// PORCH WALLS N — \//\� 4 x 4 ACQ POST CRAWL �—(3) 2 x 8 i\\/\\/`• N o NEW 8" P.C. FOUNDATION `j ON AB44 POST GIRDER \\ \\ _ N TOP OF \/\ iv - / I a M BASE ON 24"x24" SPACE //\/ I I I CHEEK WALLS \\/\� ON AB44 POST GIRDER M o / // BASE ON 24"x24" ., / ;.� 0 WALL x t3'-2" HIGH W/ \/\ ° ' I SPACE /\/ o- af x12" P.C. FTG. \ i i \ / (2) 2 x 6 ACQ SILL PLATE \/ 1 I � I i\ \• \ a _ TOP OF FTG. - `V \Lx - x12" P.C. FTG. \ TOP OF FTG: - ON NEW 16" x 8" P.C. FTG. - - -1 N a N TOP OF FTG. W/ 2 x 4 KEYWAY L - - J - - - � — — L - - J DROP TOP OF PORCH DAMPROOFING BELOW WALLS -3" FROM TOP OF 4" P.C. SLAB TYP, FLOOR INSULATION: NEW 8" P.C. FOUNDATION !I�n GRADE TYPICAL TYP. FOUNDATION WALL DAMPROOFING OVER 6-MIL. 4" CLOSED CELL SPRAY WALL x t3'-2" HIGH W/ PROTECT WOOD IN BELOW GRADE VAPOR BARRIER FOAM INSULATION (R-30) (2) 2 x 6 ACQ SILL PLATE CONTACT WITH TYPICAL CONCRETE W ON NEW 16" x 8" P.C. FTG. / W/ 2 x 4 KEYWAY ICE-SHIELD FLASHING TYPICAL ROOF TYPICAL 4" WALL A SECTION CONSTRUCTION: CONSTRUCTION: B S E C T) ON- NOTED TYPICAL ASPHALT ROOFING SHINGLES AS TYPICAL SIDING AS NOTED OVER "TYPAR" , „ OVER 15# BUILDING FELT OVER HOUSEWRAP OVER 1/2" SHEATHING OVER 6 1/4))=l —0 ICE SHIELD OVER 1/2" CDX PLYWD. 2 x 4 STUDS 0 16" O.C. W/ 2" CLOSED 6 1/4"=1'-0" SHEATHING OVER RAFTERS AS NOTED CELL SPRAY FOAM INSULATION (R-15) AND R-6 UNFACED FIBERGLASS BATT INSULATION (R-21) AND 1/2" GYPSUM Q WALLBOARD, TAPE & SPACKLE. Q 0 rill I� 0 NEW 1 3/4" x 14" LVL RIDGE BD. o z o LJ NI 0 �f c— \ 12 NEW 2 x 10 R.R.'S ® 16" O.C. N LIJ �_ 2 x 4 COLLAR \\ J4 NEW 1 3/4" x 14" LVL RIDGE BD. NEW 2 x 10 R.R.'S ® 16" O.C. TIES ® 32" O.C. z 2'-0" TYPICAL EXTERIOR ICE SHIELD UNDERLAYMENT REQUIRED FROM WALL INSULATION: \ MIN. LOWEST EDGE OF ROOF TO A POINT 24" MIN. FROM FACE OF EXT. WALL INTERIOR AS PER LJJ 0 1 2" MIN. CLOSED CELL SPRAY FOAM \ \ F INSULATION (R-15) W/ PEALED ATTIC \ \\ SyF/�O N.Y.S.R.C. 905.1.2 (TYPICAL) 2 x6 COLLAR UN-FACED (R-6) FIBERGLASS BATT 0 R-30 \ \\\ TIES ® 32" O.C. INSULATION (R-21) 0 I NEW 1 3/4" x 14" LVL RIDGE BD. ATTIC R-30 (� N TOP OF PLT. TOP OF PLT. 2 x 6'S RIPPED TO 4 1/2" \ ® 16" O.C. W/ NOTCH 2 x 6 COLLAR \ \ R-30 0 TIES ® 32" O.C. AROUND 2 x 6 LEDGER j \ BOT. OF HDR.'S - ' NEW 2 x 8 C.J.S� SIMPSON H2.5A BOT. OF HDR.'S uj ® 16" O.C. \ \\CLIPS ® EA. (2) 1 3/4" x 9 1/4" - HD)Rx10 i \ \R.R. WHERE H2A LVL HDR. p 2 x 6 COLLAR BOT. OF HDR. \ CLIPS CANNOT .t w . p LOFT J BE INSTALLED N TIES ® 32" O.C. w ® ATTIC WINDOW ATTIC \ TW26410-3 o BATH #2 LOFT cn \\ a /NEW2x8 2 x 8 LEDGER BD. TW R-15 0 - o \ 0 2 x 4 STUDS = _ a ts210 \\\\\ 00 a R-15 C.J.'S ® 2468 ® 16" O.C. I � 16" O.C. 00a \\ NEW 2 x 4 STUDS R-15 \ \\ ® 16" O.C. DECORATIVE WHITE OAK R-21 2 x 6 R.R.'S & 2 x 4 . \\ TIMBERS AS SELECTED OUTRIGGERS ® 16" O.C. NEW (2) 2 x 10 R-30 BY OWNER TYP. 1 2 x 8 C.J.'S FLUSH HDR. BEYOND \R-21 TOP OF SUB-FL. BOT. OF CLG. JOISTS _ _ _lid TOP OF SUB-FL. R-30 ® 16" O.C. 0 NTOP OF PLT. TOP OF PLT. = I TOP OF PLT. TOP OF PLT. ;; NEW 2 x 10 F.J.'S ® 16" O.C. - �� - - - J 1I I I I (2) 1 3/4" x 11 7/8" (2)2x10 J I I (2)2x10 FLUSH CLG. HDR. (2)2x10 1 -6 HDR. I I I ( HDR. - HDR. BOT. OF HDR.'S I I I - J I I BOT. OF HDR.'S BOT. OF HDR.'S BOT. OF HDR.'S II II I II A31 BEDROOM #3 �; I I CL. BATH 1 — BEDROOM #1 I I p �_ N N R-21 GREAT TEMP. ,� p (n .i Tw210410 I I I I 7 i t 0 0 o ROOM v N p i a-- N BAT- H #1 N \ o Z I I I I 5 — I I Tw21o410-2 i i KITCHEN EGRESS I I rn I I s - I I EGRESS N rn a rn a N 2670 �j R-21 N b) a 0 . R-21 I I I I - J I I R-21 3/4" CDX--- R-21 `- I (3) 2 x 6 F.J. I I SUB-FLOOD TOP OF SUB-FL. TOP OF SUB-FL. TOP OF SUB-FL. — • ------ ---- - TOP OF SUB-FL. TOP OF FOUND EX. GRADE EX. EX. 2 x 6 F.J.'S „ .R-30 NEW (3) 2 .x 8 „GIRDER,, w •� � EX CRAWL WALLS C� � R-30 - Z �j CRAWL EX. (3) 2 x 8 NEW (3) 2 x 8 ® 16" O.C. N EX. GRADE CRAWL N = (3)EX. SPACE BEYOND Q Q SPACE GIRDER = GIRDER `j a (j 3 2 x 8 a, U 0 SPACE EX. GIRDER a 3 I U N X EX. EX STONE OVER t3 4" MUD M a _ z ww J 1 Cxt35 4 w / TDP OF FTG. CELLAR x Li OVER 4" P.C. PATIO SLAB �- CELLAR CELLAR OVER COMPACTED FILL _ _ _ - - - - - J - - L - - - J - - J- - J w3 i o 0 2 2x6 ACQ TREATED SILL 7 - - I PLATE W COPPER TERMITE BLOCK ALL - z WINDOW a SHIELD OVER STYROFOAM 4" P.C. SLAB TYP. FLOOR INSULATION* I I- - - - EX. ® EGRESS `O ~ a OVER 6-MIL. 4" CLOSED CELL SPRAY _ _ _ P.C. 4" P.C. SLAB OPENING 21 - 135 SILL SEALER VAPOR BARRIER FOAM INSULATION (R-30) I SLAB PATHWAY m OVER 6-MIL. L - VAPOR BARRIER TOP OF FTG. L- __j L- __j PAC DATE 10/18/23 []! C SECTION rD SHEET# SECTION I 6 1/49)=l l-011 REVISED 12/15/23 PAC TABLE R602.3(1) TABLE R602.3(1)-continued TABLE R602.3(1) EMAIL: FRAMING NOTES:- DECK LEDGER CONNECTION TO TABLE BAND JOIST" FASTENING SCHEDULE FASTENING SCHEDULE FASTENING SCHEDULE-continued info©cgarten.com (Deck live load=40 psf,deck dead load=10 psf,snow load s 40 psf) NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER",'s SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER''n,` SPACING AND LOCATION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL JOIST SPAN ITEM DESCRIPTION OF BUILDING ELEMENTS CONNECTION DETAILS G endless 6'1"to 8' lY1"to 10' 10'1"to 1Y 12'1"to t4' 14'1"to 16' 16'1"1018 "•• SPACING AND LOCATION GRADE NO. 2 OR BETTER. OF FASTENER' ' I6d common(3'!2"x 0.162`� 16"o.c.face nail � Floor Roof Bottum plate to joist,rim joist,band joist or On-center spacing of fasteners 14 16d box 3'/�"x 0.135 •or ,r 3-16d box(3'/,"X 0.135" 2. ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1. 1/2" MIN. THICKNESS OR AS 4-8d box(2'/2"x 0.113')or blocking(not at braced wall panels) ( �' 12"o.c.face nail 24 ? subfloorto joist or girder , )'°T, Blind and face nail NOTED. '/,-inch diameter lag screw with'/,-inch 2 3"x 0.131"nails 2-16d common(3'/2' x 0.162 7 maximum sheathing`" 30 3 18 IS 13 11 ]0 3-$d common(2'/Z"x 0.131';Oi 1 Blocking between ceiling joists or rafters to top plate Toe nail " "x 0.135' or 3 each lb"o.c.face nail „ 3-16d box(3'/2"x 0.135");or 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE 1, 3/4" MIN. THICKNESS. 7/,-inch diameter bolt with'/,-inch maximum 3-1 Od box(3"x 0.128 );or 3-16d box(3,, ), 25 2 planks(plank&beam-flour&root) (3'/, At each bearing,face nail ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND NAIL PLYWOOD Sheathing' 36 36 34 29 24 21 19 3-3"x 0.131"nails is Bottom plate to joist,rim joist,band joist or 2-16d common(3'/2"x 0.162");or 2 each 16"o.c.face nail 2-16d common ' x 0.162') SUBFLOOR TO FLOOR JOISTS. /,-inch diameter bolt with I-inch maximum blocking(at braced wall panel) x 0.131"nails 36 36 29 2a 21 I11 16 4-8d box(2"/,"x 0.113');or 4-3° ' 4 each lb"O.c.face nail 3-I6d common(3'/2"x 0,162') sheathing'' t 4-10 box(3"x 0.128'),or 4. ALL HEADERS 6'-0" AND OVER SHALL. BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-O" AND 3-8d common(2'/, X O.131');or 4-8d box 211"x 0.113'),'or 26 Band or rimjoist tojoist End nail }or SC 1 inch=25,4 mm,I foot=3(14.;5 mm,I pound per square too[=t1,tM74 kPa. 2 Ceiling joists to top plate Per joist,toe nail OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE MINIMUM OF 2-2x8 OR AS SHOWN 3-1 Od box(3"x 0,128'x;or �' " „ ON DRAWINGS. a.Ledgers shall he flashed in accordance with Section 8703.4 to prevent water from contacting file house bandjoist. 3-16d box(3!_ x O.135 ),oT •I J 4-3"x 0.131"malls;Or h.Snow load shall not be assumed to act concurrently with live load. 3-3"x 0.131"nails 4-8dcommon(2'/2"x0.131');or Toenail 4-3"x 14 ga.staples,'/,," 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER THE c.The tip of the Lig screw shall fully extend beyond the inside face of the band joist, 4-1 Od box 3"x 0.128' ;Or 4-i Od box(3"x 0.128' ;or Trail each layer as follows:32"o.c. d.sheathing shall he wood arucmmt panel solid Sawn lumber. Ceiling joist not attached to parallel rafter,laps over ( 1, „ „ 20d common(4'x 0.192');or z RESIDENTIAL CODE OF N.Y.S. OR AS (NOTED ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR3 3-16d common(3'/, x 0.162'1;or Fac;nail 16 Top or bottom plate to stud 4-3"x 0.131 nails at top and bottom and staggered. �- AIR CIRCULATION IN ROOFS. c.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/,-inch thickness of staled washers partitions(see Section 8802.5.2 and Table 8802.5.2) I I shalt be permitted to substitute for up lo'/,inch of allowable sheathing thickness where combined with wood structural panel or lumbersheathing. 4-3"x 0.131"nails ' I " r "x 7 �' -1bd box(3/2 x 0.135�•or lOd box(3 0,12$'x;or �4 o.c.face nail at top and bottom 6. DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. Ceiling joist attached to parallel rafter(heel joint) 2-16d common(3V,"x 0.162");or 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides U .-nail r 4 Table R802.5.2 Facil End nail And: 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON (see Section 8802.5.2 and Table 8802.5.2} ' 3-lUd box(3"x U.128'�;or layers x 3-3"x 0.131"nails 2-20d common(4"x 0.192" or DRAWINGS. TABLE R507.9.1.3(2) t r„ 4-I Od box(3' 0.128');or )' Q PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 5 Collar tic to rafter,face nail or 1,q X 20 ga.ridge strap to 3-1 Od common(3"x 0.148');or Face nail each rafter 3-1Od box(3"x 0.128')•or 3-1 Od box(3"x 0.128');or Face nail at ends and at each splice LJJ r 8. ALL FLUSH WOOD CONNECTIONS SHALL_ BE FASTENED WITH RATED GALVANIZED METAL MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS rafter 4-3"x 0.131"nails 17 Top plates,laps at comers and intersections 2-16d common(3V "x 0.162');or Face nail 3-3"x 0.131"nails U } rn CONNECTORS BY SIMPSON OR APPROVED EQUAL TOP EDGE BOTTOM EDGE ENDS ROW SPACING 2 9. NAILING SCHEDULE SHALL BE AS PER THE RESIDENTIAL CODE OF N.Y.S. OR WFCM AS A Ledger' 2 inches' /,inch 2 inches" I%inches" 3-I6d box nails(3'!,"x 0.135'x;or 3-3"x 0.131"nails 4-I6d box(3'/Z"x 0.135");or Z 00 3-16d common(3'/,"x 0,162');or J I._ Lo MINIMUM. ALL 2x6 STUDS SHALL RECEIVE 5-1 OD NAILS AT SILL PLATE. ALL NAILS SHALL nand Joist` '/�inch 2 inches 2 inches" I'/k inches' 3-l Od common nails(3"x 0.148'); 2 ole nails on one side and I toe nail 3-8d box(2'/z"x 0.113'x;or 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail � I BE GALVANIZED. 6 Rafter or roof truss to plate or on opposite side of each rafter or 2-8d common(2'1,"x 0.131")•or 4-IOd box(3"x 0.128'x;or LLf - W O 4 For Sl:1 inch 25.4 mm. r i 18 l brace to each stud and late ' Face nail 4-3"X 0.131"nails LL a.Lag semws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1 3(1). 4-1 Od box(3"x 0.12$);or truss p "x Ln 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.C. EXTERIOR EDGES. 2 stop box(3 0.128"};or h.Maximum 5 inches. 4-3"x 0.i 31"nails Y A E ATTACHED TO THE PLATE AND STUD WITH GALVANIZED c.For engineered rim joists,the manufacturer's recommendations shall govern. 2 staples 13/4" 2-1 Od box.13 x Uo 2-3 or 2181 common 1 < 11. ALL ROOF RAPIERS SHALL 4-161(3'/2"x 0.135');or �, 29 Bridging or blocking to•joist (2'j,"x 0.131"'or 2-3'x 0.131')nails Each end,toe nail I � Q � ^ HURRICANE TYPE CONNECTORS BY SIMPSON OR APPROVED EQUAL FOR TIMBER PILE d,The minimum distance from bottom rx,w of lag screws or bolts to the top edge of the ledger shall he in accordance with Figure R507.9.1.3(Q. 3-8d box(2/2 11 x 0.113');or O U J 0 3-10d common(3"x 0.148');or 2-8d common 2'/,"x 0.131' SPACING OF FASTENERS FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER Toe nail 19 1"x 6"sheathing to each bearing ( �'or Face nail 4-IOdbox 3"x 0.128` •or g g DESCRIPTION NUMBER AND ��� O Z � CONNECTIONS. ( T 2-101 box(3' x 0.128'x;or00 Roof rafters to ridge,valley or hip rattcts or roof rafter 4-3"x 0.131"nails „ )/ ITEM OF BUILDING ELEMENTS TYPE OF FASTENER"' Edges Intermediate r n 7 2 staples,1 crown,16 ga., 1 .q long (inches)" supports°• V J n,- 12. � (- 12. ALL PRE-ENGINEERED LUMBER SHALL. BE MANUFACTURED BY TRUS JOIST MACMILLAN to minimum 2"ridge beam 3-16d box 3'/"x 0.135');or (Inches) (n TJI-SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL AS PER MANUFACTURERS z STAGGER FASTENERS 2 3-8d box(2'/,"x 0.1(3 );or Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing Q 2-16d common(3'/, x 0.162";or 3-Rd common 2'/ "x 0.131` ;or see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] RECOMMENDATION. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING �'� IN 2 ROWS ) � W POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 3-1 Od box 3"x 0.128);or End nail ( > ( ( 1 p 9 g] Q PERIMETERS. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER 3-3"x 0.131"nails 3-10d box(3"x 0,128');or 3 6d common(2"x 0.113')nail(subfloor,wall)' 5.5"MIN,FOR 2 X 8" 'DISTANCE SHALL BE PERMITTED TO 3 staples,1 crown,16 ga., 13/4 long 30 a/ "-'/>" 8d common 2', " f MANUFACTURERS RECOMMENDATIONS. 0 ® ® s ( !2 x 0.1.31' nail(roof};or RSRS- 6 12 6.5"MIN.FOF2 2 X 10 BE REDUCCD TO 4 5"IE LAG SCREWS s"MAX Wall 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail 01 (2'/,"x 0.1 13")nail(rooq 7.5'MIN.FOR 2 X 12 ARF.USED OR BOLT SPACING IS 13. ALL BUILT-UP HEADERS AND GIRDERS WIDER THAN 3 1/2" TO HAVE 2 ROWS OF 1/2"0 0 0 0 ® REDUCED TO THAT OF LAG SCREWS I6d common(3'/2"x 0.162"1 24 o.c,face nail 4-8d box(2'/,"x 0.113' ;Or 2+ GALVANIZED CARRIAGE BOLTS ® 12" O.C., ALL BUILT-UP HEADERS AND GIRDERS 3 1/2" - TO ATTACH 2 X 8 LEDGERS TO 2 X 8 ( z 8d common nail( /2 x 0.131'�;or RSRS-01; f ' BAND Jolsrs. 8 Stud to stud(not at braced wall panels) 10d box 3"x 0.128" or 3-8d common(2'/ "x 0.131');or 31 32 -1" n x 6 12 WIDE OR LESS TO HAVE 3 ROWS OF 16D COMMON GALV. NAILS ® 12" O.C. 2"MIN. ( )' 16"o.c.face nail . (2 lis 0.113")nail(roof)' LEDGER /// LAG SCREW OR BOLT 314"MIN. 3"x 0.131"malls 3-101 box(3"x 0.12$");or 14. FLITCHED GIRDERS SHALL BE CONNECTED W/ (2) ROWS OF 1/2"0 GALVANIZED CARRIAGE4 staples, I"crown, 16 a., h'! "loo T t 1 1 O common(3"x 0.148')nail;or I6d box(3'/2"x 0.135");or p g a g 3 1 Ix"-1 /4" 8d(2'/2"x 0.131'`)deformed nail 6 12 BOLTS ® 16" O.C. 12'o.c,face nail For SI:finch=25.a n,n,. � Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails Floor 15. 4x4 POST & 4x6 POST SHALL MEAN 3-2x4 & 3-2x6 RESPECTIVELY, OTHER POSTS ® FIGURE R507.9.1,3(1) (at braced wall panels) I,„ Other wall sheathings ' HEADERS SHALL BE 2-2x4 OR 2-2x6. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS I6d common(3/2 x 0.162 16' o.c.face trail 4-8d box m n x 0.113 or 3-8d comm1'/,"galvanized roofing nail,'/,6"head 16. ALL RAFTERS SHALL RECEIVE SIMPSON # H2A HURRICANE TIES OR EQUAL. 10 Built-up header(2"to 2"header with'/2"spacer) I6d common(3'1,"x 0.162' 16"o.c.each edge face nail 21 Joist to sill,top plate or girder on 3-1Od box(3'x 0.128');or(2'/2"x U.131'�;or Toe nail 33 I/zsheathing Y,"structural.cellulosic fiberboard diameter,or 1'/,"long 16 ga.staple with'/16"or 3 6 ' I6d box(3'/2"x 0.135') 12"o.c.each edge face nail 3-3"x 0.131"nails 1"cmwn 17. ALL EXTERIOR WALLS & ALL BEARING WALLS TO RECEIVE "CATS" ® MID-SPAN. 5-8d box(2'/2"x 0.113');or 8d box(-?'/,"x 0.113') 4"D.C.toe nail 34 2SJ,z"structural cellulosic 13/4"galvanized roofing nail,'/IR"heats diameter, 3 6 I 11 Continuous header to stud 4-8d common(2'/,"x 0.131');or Toe nail fiberboard sheathing or I /2 long 16 ga.staple with '/lo or I'crown 4-101 box(3"x 0.128' 22 Rim joist,band joist or blocking to sill or top 8d common(2'/,"X O.i31'�;or t „ „ plate(roof applications also) IOd box(3"x 0.128'`);or 6"o.c.toe nail 35 '/,"gypsum sheathing' 11/2 galvanized roofing nail;staple galvanized, 7 7 16d common(3'i2"x 0.162'1 16"o.c.face nail 3"x 0.131"nails 1 /, long; 1 !� screws,Type W or S 12 Top plate to top plate 1 Od box(3"x 0.128')•or 3-8d box(2'1"x 0.1 13')•or 36 %"gypsum sheathing' 11%"galvani5 ed roofing nail;staple galvanized, 7 7 12"D.C.face nail 2 „ I-/R long; 11%"screws,Type W or S 3"x 0.131"nails 2-8d common(2'/, x 0.131 �,or 23 1"x 6"subfloor or less to each joist Face nail Wood structural panels,combination subfloor underlayment to framing 8-161 common 3'r"x 0.162' 3-1 Od box 3' x 0.128 or (- z �;or ( �; 12-16d box(3';2"x 0.135')•or Face nail on each side of end joint 2 staples,1"crown,16 ga.,I''/q"long 37 3/ "and less 6d deformed(2"x 0.120")nail;or 6 12 13 Double top plate splice (ininitnum 24"lap splice length 4 8d common 2'.2"x 0.131")nail 12-1 Od box(3'x 0.128�,or ( ) 12-3"x Q 131"nails each side of end joint) (cunllnued7 „ SHEAR WALL SEGMENT DETAILS: 3$ "_," 8ddommed(2', xQ..12 �nail;or (continued) g 8d deformed(2`!2"x 0.120' nail 6 12 tOd common(3"x 0.148")nail;or 39 11/8"-114 8d deformed(2'/,"x 0.120')nail 6 12 For Sl: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s;1 ksi=6.895 MPa. RATIO LIMITS - H / L < 3-J/2 RATIO LIMITS = H / L < 3,/2 L = (SEE PLAN) L = (SEE PLAN) (continued) PLYWOOD LEG NTH WOOD FRAMEDPLYWOOD LEGNTH WOOD FRAMED ENERGY NOTES: WALL ASSEMBLY WALL ASSEMBLY 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE 99,w ENERGY EFFICIENCY REQUIRED BY THIS CODE. AIR BARRIER INSULATION INSTALLATION DOUBLE TOP DOUBLE TOP 2. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO 111E INSULATION CSC. PLATE PLAN0/1' ON THE SURROUNDING SURFACES. rx AS PER 2020 E.C.C. OF N.Y.S. TABLE R402.4.1.1 TYP. 2 x 4 D.F. STUDS 3. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE O 16' O.C. TYP. 2 x 4 D.F. STUDS CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 1/2" CDX PLYWOOD O 16' O.C. 2 x 10 R.R.'S MANUFACTURED THIN-PROFILE ATTIC VENTILATION COMPONENTS AND VERIFY COMPLIANCE. A CONTINUOUS AIR BARRIER SHALL BE SHEATHING (WOOD STRUCTURAL '0 F� BAFFLE ® EACH RAFTER BAY FULL WIDTH TO INSTALLED IN THE BUILDING ENVELOPE. PANEL) I = "CATS' AT MID-SPAN / ® 16" O.C. ( 4. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 ® 3" OR GREATER IN THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE SOLID BLOCKING O SEAMS PROVIDE CONTINUOUS AIR FLOW TO RIDGE VENT DIAMETER, AND R-6 0 DUCTS LESS THAN 3" IN DIAMETER. GENERAL = II ¢ TYP. REQUIREMENiS BREAKS OR JOINTSCONTNUOAIR A NRITHE AIR BARRIER SHALL USED AS A SEALING MATERIAL J3 5. DUCT SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BE SEALED. • u a = = 3 "CATS' AT MID-SPAN / 6. DUCT TESl1NG - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. THE AIR BARRIER IN ANY DROPPED CEIUNG/SOFFIT SHALL BE ALIGNED WITH THE SOLID BLOCKING ®SEAMS 0 8d COMMON NAILS O 4" O.C. EDGE INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED 0 7. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. AND 12" O.C. FIELD MIN. 1/2" CDX PLYWOOD SHEATHING CEILING / ATTIC SHALL BE SEALED. CEILING/SOFFIT SHALL BE ALIGNED WITH THE Q Ex 8d COMMON NAILS O 4" O.C. EDGE 0 d ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE AIR BARRIER. AND 12' O.C. FIELD MIN. ��/�� 8. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH WALL DOORS TO UNCONDITIONED ATTiC SPACES 0 a BOTTOM � R-3 MINIMUM. N X PLATE Q \ �� v� 2 1/2„ MIN. CLOSED SHALL BE SEALED. (R-18) IL BOTTOM Q Q CELL SPRAY FOAM 9. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OR THE RESIDENTIAL CODE OR MECHANICAL CODE. PLATE OVER Q ) CAVITIES WITHIN CORNERS AND HEADERS OF FRAME (� INSULATION (R-7.5 / 1' THE JUNCTION OF THE FOUNDATION AND SILL WALLS SHALL BE INSULATED BY COMPLETELY FILLING SILL PLATE v a- - - BOx tIM. /RIM JST. 10. EQUIPMENT SIZING - PER ACCA MANUAL S. BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A PLATE SHALL BE SEALED. THE CAVITY WITH A MATERIAL HAVING A THERMAL \ CORNER X 2 1/2" = R-18 THIRD PARTY HERS RATER. THE JUNCTION OF THE TOP PLATE AND THE RESISTANCE OF R-3 PER INCH MINIMUM. 0 AT TOP OF PLATE WALLS TOP OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR LocATiON \ 11. LIGHTING - A MINIMUM OF 75 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY LAMPS KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN m CORNER �� P.C. FOUNDATION WALL 1 2" CDX PLYWOOD HOEDOWN bl w / SOLID BLOCKING (R-18) SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT w STRAP TIE = SHEATHING (WOOD STRUCTURAL BETWEEN ROOF 12. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE RESIDENTIAL CODE CHAPTER 11 ENERGY EFFICIENCY, WITH THE AIR BARRIER. LOCATION 1 - STORY o PANEL) MECHANICAL CODE, ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO U Q � RAFTERS TYP. SUBMIT IN DETAIL THE DESIGN, CALCULATIONS DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL. AIR CONDITIONING, WINDOWS, SKYLIGHTS AND THE SPACE BETWEEN WINDOW/DOOR JAMBS z VENTILATION. HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY DOORS AND FRAMING, AND SKYLIGHTS AND FRAMING 'CATS" AT MID-SPAN / THE OWNER OR BUILDING DEPT. SHALL BE SEALED. LTJ 11..QSHEATHING AS PAR'i OF SHEARWALL SEGMENT WHERE NOTED SOLID BLOCKING O SEAMS RIM JOIST'S SHALL INCLUDE THE AIR BARRIER. z ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP RIM JOISTS RIM JOISTS SHALL BE INSULATED. PLATE OR ADAQUATELY BLOCKED AT JOINTS. 0 13. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION CODE. UNALTERED R-18) _ PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. 2. HOLDOWNS REQUIRED AT ALL CORNERS OF STRUCTURE, SEE DETAILS ON PLANS. 9' ° i FLOOR FRAMING CAV TY INSULATION SHALL BE U) 3. REFER TO THE NAILING AND STRAPPING DETAILS FOR A 14. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN INSTALLED TO MAINTAIN PERMANENT CONTACT WITH LJJ Q CONTiNUIOUS LOAD PATH. R-30 FIBERGLASS ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOOR J FLOORS (INCLUDING ABOVE FRAMING CAVITY INSULATION SHALL BE PERMITTED TO 2 - STORY INSULATION BATT 1 X 6 FASCIA BD. GARAGE AND CANTILEVERED THE AIR BARRIER SHALL BE INSTALLED AT ANY BE IN CONTACT WITH THE TOP SIDE OF SHEATHING, 0 OVER 2 X 15. ALL EXTERIOR WALL / FLOOR / CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE FLOORS) EXPOSED EDGE OF INSULATION. OR CONTINUOUS INSULATION INSTALLED ON THE � 0 SUE-FASCIA R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM 0 GYPSUM WALL BOARD. THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. 1/2- SHEETROCK (n N D EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, Q In 0 BEADED VENTED CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED TO VINYL SOFFIT TYP. RETARDER WITH OVERLAPPING JOINTS TAPED. THE CRAWLSPACE WALLS. (n (n CAULK, ADHESIVE OR DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SEALANT 0 ALL JOINTS THERMAL f MOISTURE PROTECTION N0TES, SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED AT EXTERIOR WALL SPACE SHALL BE SEALED. PLATES & SHEATHING 1. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN SOCIETY OF HEATING, BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, TYP. REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS. NARROW CAVITIES OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY 2. INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH " ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA. CONFORMS TO THE AVAILABLE CAVITY SPACE. CUTTING, NOTCHING AND DRILLING: 3. ALUMINUM FLASHING SHALL CONFORM TO ASTM B 209, AND BE MINIMUM 0.016" THICK STANDARD BUILDING SHEET OF PLAIN FINISH. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. 4. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON AS PER 2020 N.Y.S.R.C. TABLE R-502.8 & R-602.6 DRAWINGS. WITH A KRAFT PAPER BARRIER ON THE HEATED SIDE. PACK ALL SPACES AROUND WINDOWS AND DOORS WITH RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE INSULATED ROOF f CEILING CAVITY DETAIL INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND INSTALLED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL RECESSED LIGHTING THE BUILDING THERMAL ENVELOPE SHALL BE BUILDING THERMAL ENVELOPE SHALL BE AIR TiGHT CODE AND THE 2016 ENERGY CODE SUPPLIMENT OF NEW YORK STATE. SEALED TO THE FINISHED SURFACE. AND IC RATED. L 5. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH A MINIMUM OF ONE LAYER OF 15# WATERPROOF BUILDING PAPER. BATT SHALL CUT NEATLY TO FITTOP AROUNDD WRING RING AND PLUMBING IN EXTERIOR WALLS, L/3 L/3 PLTATES 6. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH N READILY 1/2" GYPSUM WALLBOARD EXCEPT AS INDICATED OTHERWISE ON DRAWINGS. PLUMBING AND WIRING CONOR FORMS nTONAVAILABLE THAT ON ISPAC SHOALL EXTEND D/3 TYPICAL SPRAY USE WATERPROOF TYPE IN AREAS OF MOISTURE. BEHIND PIPING AND WIRING. c . INSULATION VALUES: 7. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS PLUS BATH TUB DOORS SHALL BE SO SIZED, THE AIR BARRIER INSTALLED AT EXTERIOR (n CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO SHOWER / TUB ON EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS -I NO NOTCHES �6: 0 OPEN CELL SPRAY FOAM = R-3.5 / 1" PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. WALL SHALL SEPARATE THE WALL FROM THE SHOWER SHALL BE INSULATED. _ PERMITTED MAX. CLOSED CELL SPRAY FOAM R-7.5 1" OR TUB.= / Q B. GALVANIZED STEEL FLASHING SHALL CONFORM TO ASTM A 526, 0.20 COPPER, 26 GAGE (0.0179): ASTM A525, DESIGNATION G 90 HOT-DIP GALVANIZED, MILL PHOSPAHTiZED. THE AIR BARRIER SHALL BE INSTALLED BEHIND D/6 D/6 MAX. ELECTRICAL/PHONE BOX ON ELECTRICAL OR COMMUNICATION BOXES OR MAX. FOR MEMBERS 9. BACKPAINT FLASHING WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTiT10US MATERIALS OR DISSIMILAR EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. LLJ LESS THAN METAL. 4" NOMINAL HVAC REGISTER BOOTS THAT PENETRATE FLOOR JOIST - CENTER CUTS DIMENSION BORED HOLE10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONDITIONS, PROJECTIONS OF WOOD THROUGH EXTERIOR WALLS, EXTERIOR HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED MAX. DIAMETER 1/2" SHEETROCK 2 x 4 INTERIOR WALL OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. TO THE SUBFLOOR OR DRYWALL Q 40% F STUD STUD 11. INSTALL TYPE 15 FELT( PER "UL" STANDARD SPEC 55A REV. OCT 1975) UNDER EXTERIOR TRIM. APPLY SO AS TO FORM A W o 2" MIN. CLOSED 2 x 8 BACKING STUD TO WATERTIGHT MEMBRANE. OVERLAP EACH COURSE BELOW 2 IN. MINIMUM AT HORIZONTAL JOINTS AND 6 IN. MINIMUM AT VERTICAL SEE AIR - SEAL DETAILS ON THIS SHEET ZZ CELL SPRAY FOAM PROVIDE NAILING AND JOINTS. CD Z NO NOTCHES INSULATION SPACE FOR INSULATION 12. PROVIDE GAF "WEATHERWATCH" OR EQUAL AT MIN 12 IN. WIDE AROUND ALL DOOR AND WINDOW OPENINGS TO A HEIGHT OF 12 IN. (' PERMITTED 5/8" MIN. (R-7.5 / 1") ABOVE AND BELOW ALL TRIM. z W TO EDGE x 2" = R-15 c\I o �-- R-6 FIBERGLASS �� N 13. THE MINIMUM REQUIRED NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED, EXCEPT Q X 5/8" MIN.-/ INSULATION BATT F THAT THE MINIMUM REQUIRED AREA SHALL BE REDUCED TO 1/300 WHERE AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING Q 0 U p� To EDGE ;, ems' to AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE z U) EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. FLOOR JOIST - END CUTS ^=' 6000 - NOTCH MUST = - --------------------- ----- - NOTEXCEED -- _____________________________________ - 25% OFUD INSULATION & VENTILATION NOTES: 21 - 135 2" MIN. DEPTH FROM TOP EXTERIOR & BEARING WALLS: 2 x 4 WALL STUDS AND BOTTOM BORED HOLES SHALL-/ IF HOLE IS BETWEEN 40% 0 16" O.C. TYP. 1. THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED ENERGY CODE. THERE SHALL BE NO DEVIATION IN STATED VALUES OF DRAWN BY OF JOIST NOT BE LOCATED IN AND 60% OF STUD DEPTH, ALL INSULATION MEMBERS INDICATED IN THESE DRAWINGS.12" CDX PLYWD. SHEATHING P A C THE SAME CROSS THEN STUD MUST BE DOUBLE d, AND NO MORE THAN TWO 2. ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MECHANICAL/ PLUMBING ACCESS ARE TO BE FILLED SECTION OF CUT OR / COMPLETELY WITH FIRE CAULK SEALANT AFTER WORK HAS COMPLETED. ro I NOTCH IN STUD SUCCESSIVE STUDS DOUBLED Q AND So BORED 3. ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED COMPLETELY WITH INSULATION SPECIFICALLY DESIGNED ' ^��\ ACTUAL WINDOW AND DOOR USE. ; G Lj /• .� DATE C',DEPTH EXTERIOR INSULATED PERPENDICULAR WALL 1 4. SET ALL DOOR UNITS IN DOOR PANS WITH SEALANT AS PER INSTALLATION GUIDELINES PROVIDED BY MANUFACTURER. �.'•,- i� •, i 10//18/23 N TE R S E C TI 0 N DETAIL 5 INSTALL INSULATI R DGON E BAFVENFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY ENDS NEAR TOP PLATE TO PROVIDE UNINTERUPTED SHEET# 1 1/291=11-01) 6. RIDGE VENTS AS INDICATED ARE TO BE SHINGLE VENT AS MANUFACTURED BY "AIR VENT. 7. ATTiC PULL-DOWN STAIR TO BE INSULATED OR HAVE AN INSULATED TENT ENCLOSURE. \\� \ No. 18-<,S EMAIL: info@cgorten.com ICE SHIELD FROM EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE �2� FLOOR & ROOF DIAPHRAGM OF BUILDING (SEE R905.2.7) BRACING DETAIL: SEE PLAN FOR BATT INSULATION R-VALUE ASPHALT ROOF SHINGLES 15## BUILDING FELT RIDGE SEE PLAN FOR SIZE ROOF RAFTERS @ 16" O.C. BLOCKING SIMPSON CS20 EACH RAFTER `� 2BAYS BACK J CONNECTOR WITH 4 8D \ ® 4a O.C. Q COMMON NAILS ` ATTIC U M (SEE WFCM TABLE A-3.4 w � 1/2" PLYWOOD SHEATHINGCD W o >- ar) ONTINUOUS VENTED SOFFIT TO MATCH EXISTING Do \ CEILING Cr� 1- Ln 1 JOISTS W — W O 2"x6" DOUBLE TOP PLATE 1 �� = Y 0- L0 FASCIA TO MATCH EXISTING \ FIRST / SECOND FLOOR Q 1/2' GWcr- ROOF FASTENING ZONES FOR WIND UPLIFT �-' C) SIDING PER OWNER (J� (]::� (n V) 24 15## BUILDING FELT OR "TYVEK" HOUSE WRAP BLOCKING 0 48* W MIN. 1/2" PLYWOOD SHEATHING 2 BAAYSOBACK Q 13 ROOF SHEATHING FASTENING SCHEDULE ExCEPnON: WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF PANEL ROOF FASTENING ZONE SY TEM IS REQUIRED. D .ADDITIONAL ROOF DIAPHRAGM BLOCKING REGION NAILS LOCATION(a) 1 2 3 HIGH WIND 8d PANEL EDGES 6 6 4(b) UPLIFT COMMON [PANEL FIELD 6 6 6(b) (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS 2"x6" WOOD STUDS @ 16" O.C. R-15 BATT INSULATION. VAPOR BARRIER TO INTERIOR (b). USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEE DRAWING A-01 FOR ADDITIONAL NOTES AT GABLE END WALLS , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 D/ o 0 0 0 0/- 0 0 0 0 0 0 0 00 0 CONTINUOUS 2"x6" SILL PLATE 0 0 0 0 0 LTS12-1 0 0 0 0 3 O O O O O O O O O O O O O O 12-1Od NAILS 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LSTA21 00 E 16-10d NAILS 0 0 0 0 0 0 C 0 0 0 0 0 0 B O 0 0 0 ROOF SHINGLE NAILING PATTERN 0 0 6 FOR HIGH WIND Q 5 0 0 0 0 0 0 0 0 1. (6 NAILS PER SHINGLE 2. ry (1�(1)L ON EACH END 1" T FROM THE EDGE _ WALL SHEATHING NAILING PATTERN & (1) ON EACH SIDE OF THE CUTOUT H4 NAIL d SIMPSON STRONG TIE HTT22 & LSTA 21 0 � 1. SHEATHING TO BE INSTALLED WITH 6d NAILS w r • , LTP4 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS U Q NAILING & STRAPPING AT 3. SPACE NAILS ® 6" O.C. AT PLYWOOD EDGES w = 5 S8;IL S ALER STEEL ANDCHOR BOLTSTE EXTERIORE X TE R I 0 R WINDOW/DOOR HEADERS ': ••�' ' ••• 4. SPACE NAILS ® 12 O.C. VERTICALLY IN PLYWOOD FIELD Q z / MAX. 3'-0" O.C. , '• Un I­_BASEMENT (SEE WFCM TABLE 3.213 & 3.2C) NAILING SCHEDULE B '' �• .. woo a EXTEND BOLTS MIN. 7" INTO FDN `•: 0 J WITH TIGHTENED NUT & 3" X 3" WASHERS NOTATION SEE DETAIL #6 TO EACH BOLT ROUGH A B C � E F PAGE D-1 • - :r• VAPOR BARRIER OPENING .. ., • cn In 2'-0" 2 (1) 2X4 1 1 1 1 .• TABLE A- 3. 6 N 0 EXISTING 8"x16" CMU 1 '• ' FOUNDATION WALL ON 8"x1'-4" 4'-0" 4 (1) 2X4 2 2 2 2 ' ••'• • ' f••• Q � POURED CONCRETE FOOTING • ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1/4"X20 GA FOR 130(MPH) 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 CONTINUOUS 2"x4" KEYWAY g'_p~ 8 (2) 2X4 OR (1) 2X6 3 3 3 3 3:12 UP TO 12:12 12' - 36' 4 CONTINUOUS POURED CONCRETE FOOTING 10'-0" 10 (2) 2X6 4 4 4 4 ( 13 F A D E R ANCHORAGE DETAIL 3'-0" BELOW GRADE (MIN) 12'-0~ 12 (2) 2X6 5 5 5 5 SIMPSON STRONG TIE HTT22 & LSTA 21 d � / - d0 A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 1 1/4" 20 GA GALVANIZED STEEL B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) STRAPPING TO ATTACH C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER ROOF RAFTER TO RIDGE WITH (4) 8D TYPICAL WALL S E C TI 0 N D. NUMBER OF 16D NAILS END-NAILED THRU ADJACENT KING STUD TO COMMON NAILS 8 END OF HEADER AT EACH SIDE ® EACH SIDE OF STRAP SEE WFCM FIGURE 2.2C E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUMED DBL HDRS) F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO (SEE WFCM TABLE A-3.6) END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) RAFTER TO RIDGE TIE � 1 Q w SIDEWALL 4— 2 x 4 STUD SOLID CORNER o� FULL HT. CORNER Use every other nail hole CUT W STUD CONNECTED in a row to provide the LENGTH Z code-required minimum END 0 12" MIN. TYP. (n Z TO TRANSFER SHEAR 2-16D COMMON NAILS center- o-center LENGTH z W SIMPSON HDU5 ' spacing for nails HOLDOWN ® 6" O.C. I/ J ii Q O Q 5 -0 00 U THREADED RODSPM D Z r'} ' '°`" (3) 8D COMMON NAILS CLEAR ® EACH SIDE OF STRAP SPAN BOX BM. `� Simpson Strong-Tie PER W.F.C.M. TABLE A-3.4 3V MM N"REW <.. @lE 114 TB 27 CORNERF LR ( EW 21 - 135 TM) FLOOR JOISTS BRACING • 2-2x4 D.F. Simpson Strong-Tie END 12" MIN. TYP. DRAWN BY TOP PLATE RI HJolst Installation SIMPSON STRONG-TIE TB27 Provide minimum LENGTH SIMPSON end distance HDU5 HOLDOWN P A C Equal number of SIMPSON CS 20 GALVANIZED STEEL STRAPPING WRAPPED CORNER HOLD DOWN ANCHOR S UNDER MUD SILL TYPICAL AT EACH STUD. ALL specified nails Ppson Strong-Tie �--.rv._ STRAPPING TO BEAR A MINIMUM OF 12 ON STUD SURFACE 6 in each end CS Coiled Strap DATE FASTEN ® EACH END OF STUD W/ 3 8-D NAILS SIMPSON STRONG-TIE F 10/18/23 ' AS PER W.F.C.M. TABLE A-3.4 STORY TO STORY STUD TO STUD , ��� �' .., ��" �� ASSEMBLY TO FOUNDATION HOLD DOWN ANCHORS 3 CONNECTION SHEET# ,^ LOO WALL AS 5 SIMPSON STRONG-TIE CS — SIMPSON STRONG-TIE HD �,� 8