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HomeMy WebLinkAbout51237-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#: 51237 Date: 10/03/2024 Permission is hereby granted to: Petros A Mamais 179 Executive Dr Manhasset Hills, NY 11040 To: Construct a single-family dwelling with HVAC system as applied for per SCHD approval. Premises Located at: 1900 Gillette Dr, East Marion, NY 11939 SCTM#38.-2-20 Pursuant to application dated 08/12/2024 and approved by the Building Inspector. To expire on 04/04/2026. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING , ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION, FIRESAFETY INSPECTION , FIRE RESISTANT CONSTRUCTION, FINAL, Fees: Single Family Dwelling-NEW $1,825.00 CO Single Family Dwelling-New $100.00 Total $1,925.00 40 Building Inspector syFQt r .. V�`, 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 jigp °Ilwww southoldtowin . Date Received APPLICATION FOR BUILDING PERMIT w.. For Office Use Only PERMIT NO. I `-'9 Building Inspector Applications and,forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)Shan b`e completed. Date: 1l OWNER(S)OF PROPERTY: Name: k i nL4 GLArk.. SCTM # 1000- — Project Address: °� U I I C.�--{� (7C 1 J� 46 Phone#: G _ y a Email: U o 12 ZZ (.. Mailing Address: 1-7 0 lA% P tJ CONTACT PERSON: Name: A th 4A U.1., Mailing Address: '7 V �c7t t a�A 41 UI~ Phone#: — Email: a + Aa L DESIGN PROFESSIONAL INFORMATION: Name: p� Mailing Address: S-0 1-1 Lr T�, l �di yo 01 Phone#: 0 Email: a C h v �` pa CONTRACTOR INFORMATION: Name: k % t. O r Mailing Address: -1 A,J Sfi Phone#: Email: C- DESCRIPTION OF PROPOSED CONSTRUCTION NNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other UJ !. h $ Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes 1KNo 1 PROPERTY INFORMATION use ofproperty: Intended use of property: Existing -, ' g � a a Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes XNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,budding code, housing code and regulations and to admit authorized Inspectors on premises and to budding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section Z10.45 of the New York State Penal Law. Application Submitted By(print name): ElAuthorized Agent C�Owner 11 Signature of Applicant: Date: 1 l g P p STATE OF NEW YORK) L COUNTY OF TS JL t A tl lit being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the W ki e (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file th ti Richard.�.Cohen Sworn before me this Nntan Public.Statc of\civ Vork No.02CO625 Y �,, � Qualified illSu1Tnlk 11:C County a of fJ, Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SON., Town Hall Annex Telephone(631)765-1802 54375 Main Road AV P.O.Box 1 179 Southold,NY 1 1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 12, 2024 To: Mamais, Petros 179 Executive Dr Manhasset Hills, NY 11040 RE: SCTM# 1000-38.-2-20 Petros Mamais: determination of merger request Mr. & Mrs.Mamais: As of today, based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions regarding this property, please feel free to contact me at(631) 765-1802. Respectfully Yours, �racey lwye s tlilding Pelnit xa1111ier LIP CERTIFICATE OF LIABILITY INSURANCE 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(i'es)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 andorsement s. CONTACT PRODUCER NAMM GIACIZZO INC/GIACALONE INS.AGY Nfar V E FAX No; 031-208-1850 57 EAST MAIN ST,UNIT 3 • GIP�CIZZOIN'C GMAIL.CO4M i RIVERHEAD, NY 11901 Annag INSUR NSURER __... CONTACT:JEANINE GIACALONE E AFFORDING COVERAGENAic It A.ATLANTIC CASUALTY INS CO 42846 INSURED INSURER B: MICHAEL ORSI JR DBA MICHAEL INSURER C ORSI JR CONSTRUCTION INSURE D: 40 FRANKLIN AVE INsuRERQ: MASTIC,NY 11950JtV RE F: COVERAGE$ 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. sue iR TYPE OF INSURANCE PD YNU a PO F PD LIMITS COMMERCIAL GENERALLIABILITY Y Y L068027748-2 11/21/2023 11/21/2024 EACH OCCURRENCE 1/000,000 A CLAIMS4IADE ®OCCUR 0000%.. MED EXP n one n t„__ 5,000 PERSONAL d,ADV INJURY S 1 000 000 GENt AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 210001000 POLICY' jC LOC PRODUCTS-COMPIOP AGG S OTHIM MiT : AUTOMOBILE UAINUTY IN L S ANYAUTO BODILY INJURY(Per psmn) is OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED POP N"r'DAMAGE S AUTOS ONLY AUTOS ONLY ' S UMBRELLA LIAR OCCl1R EACH OCCURRENCE S EXCESS UAB CLAIMS MADE AGGREGATE S D 1 1 wwo $ WORKERS COMPENSATIONAND 'LlIABIL11TY R ANY PR EMPLOPR YIETOROPARTNERIEXECUTIVE Y/N E.L.EACH ACCIDENT OFMCERIMEMBER EXCLUDED? NIA Y (Mandatory In NH) E.L.DISEASE•EA EMPLOYE _ if M ac&Ibe undarP I E.L DISEASE.POLICY LIMIT b DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more specs Is required) CAPRENTRY/REMODELING CERTIFICATE HOLDER IS ALSO ADDITIONAL INSURED C CERTIFICATE HOLDER CANCELLATION THE TOWN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE AA JA I1w201S AC MORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD' a NYSIF PO Box 86699,Albany,NY 12208 Now verm state Nre;�xarmnco Fund nysifaom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 086800657 GIACIZZO INC T/A GIACALONE INSURANCE AGENCY . 57 EAST MAIN ST SCAN TO VALIDATE RIVERHEAD NY 11901 AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MICHAEL ORSI DBA MICHAEL ORSI JR THE TOWN CONSTRUCTION BUILDING DEPARTMENT 40 FRANKLIN AVENUE MASTIC NY 11950 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12436152-9 1 210678 01/27/2024 TO 01/27/2025 202024 , THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2436152-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OUTSIDEIOOF NEW YO KA TOT HE O CYHOLDER'S REGULARF NEW YORK, EXCEPT AS CATED BELOW. AND, WITH RESPECT NEW Y TO OPERATIONS YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLXT10N89 OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEE'SITE AT tiMS:/ NYSIF.COMICERTICERNAL,ASP.THE NEW YORK STATE INSURANCE FUND I$NOT LIABLE IN THE EVENT OF FAILURE TO CHIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS ANDIOR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTICATE O RIGHTS NOR COVERAGE'IFUPON 1 THE ISSUED TIFICATE HOLDER.1NTHIS CERTIFICATE ES CONFERSORMATION,ONLY AND NOT N INSURANCE S A MATTER OFAMEND, EXTEND OR LTER THE COVERAGE AFFORDED BY THE. POLICY. NEW YORK STAT SU NE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:766040179 U-29.3 ilEw "Workers' CERTIFICATE OF INSURANCE COVERAGE YOW" g1"A F P Compensation "-- �'Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART i.To be completed by Disability and Paid Family Leave Benefits Carrier or licensed Insurance Agent of that Carrier 1a.Le at Name&Address of insured(use street address only) 1b.Business Telephone Number of Insured MICI gat ORSI (631)506-9321 MICHAEL ORSI JR CONSTRUCTION 40 FRANKLIN AVE MASTIC NY 11950 1c.Federal Employer Identification Number of Insured Work Location of Insured(only required it coverage is specifically limited to or Social Security Number rartain locavons in New York State,i.e.,Wrap-00 Policy) 08-6600657 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life)insurance Company of New York TOWN 3b.Policy Number of Entity Listed in Box"18" BUILDING DEPARTMENT L80603-000 3c.Policy effective period 11/25/2015 to 2/4/2025 4. Policy provides the following benefits: 0 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 employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insuran coverage as described Bove. Date Signed 2/6/2024 By (Signature of nsurance carrier's aut or zed r ` to Ne ,y t en insurance Agent ref that insurance carrier) Telephone Number (212)355-4141 Name and Title y Bebi Ishmail,Supervisior-DBI1Polic Services IMPORTANT: If Boxes 4A and 5A are checked,and this form I$signed by the insurance cardees authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE, Mail It directly to the certificate holder. if Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only If Box 4C or 58 of Part 1 has 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 with respect to all of his/her 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 DS-120.1. Insurance brokers are NOT authorized to Issue this form. lI DB-120.1 (10-17) IDIB l01i14 �� �,17�1 Additional Instructions for Form D13120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it Is Insuring the business referenced in box"1 a°for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers"Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. ('These notices my 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 molder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work Involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined In this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse I �1 ff )/ gym .. o, Olk Counity Dept,,,, of r ' ° � i Labor, dr t aryl r k "EM N,, LICENSE Name r/1 ,F s ss Name I s , v�t ��i� � it ���,°�ah p �Y, �V.i �4 �� h��", �wF�, �� i� "„4`r�"" id rNumbi, by Itinte, xp a sl s:, 0 1/2 0;/5 f� a � f BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD w Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1 1 971-0959 a� o�elephone� gp dto �7� 802eFAXd (631) 765-9502 m v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/12/24 Company Name: Big Bear Electrical Contracting Electrician's Name: Paul DeLucia License No.: ME-43841 Elec. email: office@bigbearelec.com Elec. Phone No: 631.760.1997 [D I request an email copy of Certificate of Compliance Elec. Address.: PO Box 606, Yaphank, NY 11967 JOB SITE INFORMATION (All Information Required) Name: Marianna August Address: 1900 Gillette Drive Cross Street: Midland Place Phone No.: 516.234.8303 Bldg.Permit #: SiQ37 email: goodbizznezz@aol.com Tax Map District: 1000 Section: JS Block: a Lot: a0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical wiring and service for new construction home. Square Footage: 'I Circle All That Apply: Is job ready for inspection?: YES NO F]Rough In Final Do you need a Temp Certificate?: IV] YES NO Issued On Temp Information: (All information required) Service Size1 Ph®3 Ph Size: 200 A # Meters 1 Old Meter# 0 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground ✓❑Overhead Underground Laterals 1 2 H Frame LJ Pole Work done on Service? EJ Y ON Additional Information: PAYMENT DUE WITH APPLICATION ��b Generated by REScheck-Web Software Compliance Certificate Project Brian August- 1900 Gillette Drive, East Marion, NY 11939 Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,882 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1900 Gillette Drive Brian August Robert James Higgins East Marion, New York 11939 Compliance: 7.0%Better Than Code Maximum UA: 342 Your UA: 328 Maximum SHGC: 0.40 Your SHGC: 0.30 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-oin•-grade tradeoffs are no longer considered in the UA or performance compliance path in RE:.Scheck. Each slab.-on.-grade assembly in the specified cllirnate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope m h ""Gross Ar'e oni. Prop. Req. Prop- Req. Assembly or alu -Value U-Factor U-Factor UA UA Hot Roof: Cathedral Ceiling 1,298 30.0 0.0 0.034 0.026 44 34 Exterior Walls:Wood Frame, 16" o.c. 2,160 21.0 0.0 0.057 0.060 106 113 Front Door: Solid Door(under 50%glazing) 21 0.200 0.320 4 7 Windows: Vinyl Frame 252 0.300 0.320 76 81 SHGC: 0.30 Garage Wall: Wood Frame, 16" o.c. 288 21.0 0.0 0.057 0.060 15 16 Garage Door: Solid Door(under 50%glazing) 18 0.160 0.320 3 6 Garage Floor: All-Wood joist/Truss 14 30.0 0.0 0.033 0.047 0 1 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 1,278 0.0 14.4 0.049 0.059 61 74 Depth below grade: 7.0' Insulation depth: 9.0' Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24 Data filename: Page 1 of10 Gr . . Prop. Assembly ntl.� Basement Door: Solid Door(under 50%glazing) 18 0.160 0.320 3 6 Windows: Vinyl Frame 13 0.300 0.320 4 4 SHGC: 0.30 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Michael Fauci - HERS Rater 06-21-2024 Name-Title Signature Date Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified & Re ID Value Value � s? Comments/Assumptions 103 1, Construction drawings and _ ®Com lies .. .� ....,._. m. ..�. # Pre-Inspection/Plan Review Complies? —...........i ' g p Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103 2 documentation demonstrate � � ❑po� � - 103 1 Construction drawings and s ®Complies Requirement will be met. es Not 403.7 energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ,®Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr38K Btu/hr �ODoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable to Manual J or other methods approved by the code official. Btu/hrz3sK Btu/hr ❑Not Applicable Additional Comments/Assumptions: ... 1 'High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24 Data filename: Page 3 of10 section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & 402.1.1 Conditioned basement wall. R-1a._._ ._�v._...�,...R_... .�.®C ._.m._........__.__... .�.. �..�.:...-.r. omplies See the Envelope Assemblies [FO4]1 insulation R-value.Where interior I R �a R_ Does Not table for values. insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall WComplies Req uirement will be met. [FO5]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable j ❑Not Applicable __.... __. ...... _ _....,: .. �...., _...................... 402.2.9 Conditioned basement wall s ft ft 9JComplies See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable .__... _ _ _._,... ... ..... _ .. __ .....; ...� 303.2.1 A protective covering is installed ®Complies Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not 40 insulation and extends a []Not Observable minimum of 6 in, below grade. ❑Not Applicable 03.9 Snow-and ice-melting system ❑Complies Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. U, ❑Not Observable ®Not Applicable Additional Comments/Assumptions. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing /Rough In Inspection Value Value Complies? Comments/Assumptions & Re .ID .m .. .. ... ..___ . .._ .,� .. _..... �.,. m_.m. _ _. .,.. 402.1.1, Door U-factor, U-0,16 U ®Complies ',See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable '❑Not Applicable — ...... ......._-______.�....... � 402.1.1, Glazing U-factor(area-weighted U-0.30 U Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ ' Not Observable 402.5 402.5 ❑Not Applicable 303.1.3 U-factors of fenestration products -- -� � gComplies Requirement be equirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable _..� _..... 402.4.1.1 Air barrier and thermal barrier ®Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable ....._.. _____ ......� ..�........ -......... 402.4.3 Fenestration that is not site built ®Complies Requirement will be met. [FR2011 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC '400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures _.... _.w. ®Complies Requirement will be met. [FR16]2 'sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3] "Supply insulated d r tur where duct is _ �Do.. 403 3 1 Su I and return ducts in attics ❑Complies Exception: Ducts located 1 es Not completely inside the >= 3 inches in diameter and >_ ❑Not Observable ;building envelope. R-6 where < 3 inches. Supply and return ducts in other portions of ®Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. ....... ...._.......... wti 403.3.2 Ducts, air handlers and filter ®Complies 'Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ®Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable , ❑Not Applicable _.. 3.4 HVAC piping conveying fluids R-3 R- ®Complies mme Requirement will be met. [FR17]2 above 105 9F or chilled fluids ❑Does Not below 55 9F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable .... _ ....� 403 4.1 Protection of insulation on HVAC ®Complies Requirement will be met. [FR24]1 piping. ❑Does Not a ❑Not Observable ._ []Not Applicable 403.5.3 Hot water pipes 3 are insulated to R- � R ®Complies 'Requirement will be met. [FR18]2 >_R-1 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24 Data filename: Page 5 of10 Section Plans Verified Field Verified Framing I Rough-in Inspection Value Value COMPI ? Comments/Assurnptions & 403.6 Automatic or gravity dampers are OComplies Requirement will be met. (FRI912' installed on all outdoor air Oboes Not intakes and exhausts. (Tot Observable ,ONot Applicable Additional Comments/Assumptions: --------­--------- [Tfilig impact(Tier 1) M:ediumlmp�ad (Tier 2) 3 Project Title-, Brian August- 1900 Gillette Drive, East Marlon, NY 11939 Report date: 06/21/24 Data filenanne: Page 6of1O section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Reg..ID _ _ _p. 303.1 All installed insulation is labeled _ -�_-� -� ®Com lies Requirement._. . . will be met. [IN13]2 or the installed R-values ❑Does Not U provided. ❑Not Observable ❑Not Applicable .� .... 402.1.1, �.. Floor Insulation R-value. R-30 R ®Complies See the Envelope Assemblies 402.2.6 ® Wood '❑ Wood ❑Does Not table for values. [IN111 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, manuf acturer's insulation instinstalled per and -- � �� �❑Do-..pl __. rrtplies ;Requirement will be met. es Not [IN211 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous 'insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. _ _ 402.1.1, 'Wall insulation R-value.lIf this is a( R Wood ,❑ Woo _ ®Complies Y ee the Envelope Assemblies 402.2.5, mass wall with at least /2 of the d ❑Does Not able for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass _]Not Observable [I1\1311 :exterior,the exterior insulation ;requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303. manufacturer's inst lied p. � � � -�� � ����❑D.�.� ies :Requirement �t. 303.2 _ Wall insulation is installed ITer ®Complies Requirement will be met. 1 oes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 Hi h Im act(Timmmmmmmmm...... er 1) 2 Medium Imp (Tier 2) 3 Low Impact(Tier 3) act Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24 Data filename: Page 7 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID _ 402.1.1, !Ceilinginsulation R-value. _ ®30� ... �._ �_...._ _._._... ®C, ._.ve .._._..Mies . '�u omplies 'See the Envelope Assemblies 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, Ceiling insulation installed per ®Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable ,. .............._... �oo �� �.., �Y �._.u_ ..__._._ ..�� ..__� 402 2.3 Vented attics with air permeable ❑Complies Exception: Requirement is [FI2212 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ®Not Applicable 402.2.4 !Attic access hatch and door R- R ❑Complies Requirement will be met. [FI3]1 insulation >R-value of the ❑Does Not adjacent assembly. ❑Not Observable 'VNot Applicable x 402.4 1 2 e ach Blower Clone t @ 501Pa <=5 ACH 50 — ACH 50 = ❑Co..m p �_...-� � _s mplies Requirement will be met. 1 es Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ❑Not Applicable .......�',..-. .__._ _� _ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception: All ducts and air [FI27]1 ;determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total ❑Not Observable conditioned space, .leakage measured with a 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 handler enclosure. 403. Duct tightness 0 ft2 across the system or ft2 mm ft2 ❑Does Not 403.3.4 Duct tightness test result of<-4 cfm/100 cfm/100 ❑Complies Requirement will be met. cfm/ Y <=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,. _ ..e..._-, 403.3.2.1 Air handler leakage designated ®Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable .. .. __� e ......� u...,. - ... .... 403.1.1 Programmable thermostats ®Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable .,_.... ........... 403 1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ®Not Applicable 403.5.1 Circulating service hot water ®Complies Requirement will be met. [Fl11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable High Im act(Ti __..— ........ ....... 1 _.i I g p er 1) 2 Medium Impact(Tier 2) 3 Low Impact(Ter 3) Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions eq I5 l mechanical ventilation system ] � fans not part of tested and listed ❑Doe®Com lies R�ue� ni p Requirement will be met. s Not HVAC equipment meet efficacy ❑Not Observable and airflow limits per Table R403.6.1• ❑Not Applicable 403.2 Hot water boilers supplying heat ®Complies Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback []Not Observable . control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. _ 403.5.1.1 Heated water circulation systems ®Complies Requir ement will be met. circulation[FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- '❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 4 03.5.1.2 Electric heat traces stems � � .,. OCom.:._ - �3 � y plies Exception: applicable. eequirement is 9] comply with IEEE 515.1 or UL ❑Does Not pp 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ®Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water OCornplies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 104°F. �_....__,._ ..._.....m_ �................. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side []Not Observable pressure loss of drain water heat recovery units< 3 psi for ®Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. __ 104 �g'0%or more es have high efficacy �„ .,�o,. F �.,„, q, � ®Co _...... 6]1� o g y lamps, ❑Domplies :Requirement will be met. 1 es Not ❑Not Observable ❑Not Applicable te 404.1.1 Fuel gas lighting systems have ®Complies Requirement will be met, [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. OComplies Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable p a Medium Impact(Tier 2)..., .m 1 High Imct ier 1)(T 2 3 Low Impact(Tier 3) Project Title: Brian August- 1900 Gillette Drive, East Marion, NY 11939 Report date: 06/21/24 Data filename: Page 9 of10 Section s Field Ver 'led Complies? Comments/Assumptions Final Inspection Provisions�.nPlanIertfler� 17,10 gC Value Value & 303.3 Manufacturer manuals for omplies Requirement will be met, [91813 mechanical and water heating []Does Not systems have been provided, ( Nat Observable EINot Applicable Additional Comments/Assumptions: ............ F1-FH-igh1mpadt(Tier iT............ pact(Tier 21 3 Low Im att(Tisr Project Title: Brian August-1900 Gillette Drive, East Marion, NY 11939 Report date. 016/21/24 Data filename: Paige 10 of10 Energy 0 2018 IECC ll I Certificate ency ® f Above-Grade Wall 21.00 Below-Grade Wall 14.40 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): MEN ON Window 0.30 0.30 Door 0.20 Heating System: Cooling System: Water Heater: Name: Date: Comments MAX , vl/B"VENTILATION PORE D GRADE 5% SCUM wdi'Tti.0 FE 15.3G GRADE II'B is A.. 5 EL.tltl.3�. �� o LHAAtiDr R. V'uBs11" mI 'RAD y BY RIDY P.E. . . -T $Ch4R emtlnpFNO EbYmA 11'T' NGrB ®�AiIE 6" �. 4. Rw...L��....4Y^�.. 'Px TOPSOIL a CIRCULATIPiI0,IW 3" DELP �-., .. .. PY W •r E7w"I100A 4r S R , . STE dE"9;fi . B N9 TY N SIA BROWN S aI'd4Stm>6'STC C GJ4"/&"G' ON FUJI CE'. ECHIE: S'LIVEGS'. '-^" sP o x�n+n3:Vr�rmom�: '7'49 '} H 1 3� YS 3 ��a LU4 r•' u.^a a•INLET Pl EL5.7 PaZCM1/6°/ T o,,SN COBaxS o _ V ., 4- ..... ANUPsroCrlm.NCddWp F a'PE 9N LYa 9 A ,. 3'MIN/4.9'ACT BP'EfiIIFN:AT9 +xB SIR 0sP'PBRIN.SANDALEBROWN- ` a Iw MnramP. DswrdT +lti+4wu,¢rl%»n PL PP uDa roa¢palw ib*n. HIEGW�,2•D 8 cRAVE1 N 'mrxuar-.wnrrAwwwra�. +^w.a:m,w+. nL IFT p ri T,.-.. .,,.,.pwe m. r"»uxm E...nam ,�wv Aa%k k.cEN�Pules A kN9edla t"c F11Yowti:.ft.wlrc i ST"p INLET BAY: "" " SANG a 4 HJUNT MAEBDR DN 4"MIX CRCRETE BASE � O Took SANITARY INVERTS �' RAVEL _ Tmw'Hdn Pw�P P'NIaIM8 I YN^.'8 NITS WET PALE O' RECIRCULATION P'dPE LA9HApN¢ „„",A M.�''AIR INTAKE AecsST F"'SwTM1 P1bBi8Cf Cws.T.W60M SANG k FLOW FETING cf'rS°�.. Di 'd?7a9nla`N I Ao.%rJnari Ela9mxSMw TalrTabl9 — GRAVEL PLAN VIEW BOK ACCEPTS PldYLOK 2PRtf3017K20PILTLOK 2C•SAFETpa 30" Y 00 044T8,01 T COVER POLYLDK 20"D-BOX HFAY1'COVER PART ND.30174."7➢ TESTHOLE DATA POLnmc zA MI rcDVR9ti BY.Y'LDYC.2M.-SAFETY SCREEN A"WNISHP;G A'tApE DN MATERL4L38HDPE «w,.. NpN"IRSER PART NO,30M ai PiAR'@tlr:4 BEd . @ re; .....p, "®�"""7 PILnOKPzo rAFPTrPRI= Akr'zo•P.I T PdS4M'LI%24•R[SER PAN YEW GRADE PA 3OON lal 1'M'Ar B' L?,:$" ECT'RON EV'OPENING P SLAB CRAM'&S.T COVER THICK .«". PLUG 2"�" :%ANq C➢PE7WNACT INLET OUTLET I.." @"kWN _ 6 FUJI MAC80R BLOWER UNIT DAA 35 PVC PIPE OR EQUIV. I - {TC'bIED'1/B'PER FT.MIN. � P" 9B e•MIN ABOVB .. .. ....m. k", TYPE ���444 CtPwT+wC'.T iCA fr' " L ALUST IM CIFN M TO 9W YTM CONCRETE SASE 'N" - " r: t R1AIL EM DIIIEIE AT SRE MAIM 0 DM MN IL110S CLEANDUT BOX fCEANDLIT ➢AAPTER ADAPTER R'OM.4%CONTROL PANEL DISTRIBUTION BOX ti _ O SMD„ BaCruL,AT,ADW NTS w sl�� : ARXT.tiON.T xa.75 x - MIT! > '3Pa DEGREE FITTING C➢rdIA.BT TO N.➢ SADTPRY DESI(tl o-c o CGM T TO w-a� 4. 4' DWELLING WIN 4 n -No Goa:L�RDIREA c0A0 W,1 TO ELECTRICAL B,G TABEP LEACHING GAtl LEY REWN 79.5 S.F. SIDEWALL AREA/'GALLEY 60 REBIDDRED 440 RD NIS SYSTEM "nor z ;C,.MEDIA NBT1.CONCRETE 3,000 PSI B 28 DAYS REDD�JD 4 3'DO LEACHING WI as 4" �� a REBAR TD BE ASTH A-615 GRADE 60 DEDD0 R-T DES DIPANSIDI AM tl OFA m 3.WELDED WIRE FABRIC AS TM A-185 SE' 'FLOW "TCOH ASSEMBLY 4 TOP SLAB AND WALL AS MONOLITHIC ' LEACHING GALLEY SEWER LINE P�RDPIm1A FU M6 5N r?D 4 DOME. FUJI CLEAN CONTROL PANEL sEcrlorr n-nVIEW SECTION 13-13 VIEW NITS CLEANOUT DETAIL 4-3'no LFAaIaG AMNTS z-T DEEP 0PANSDAGaL S FUJI CEN-5 OWTS NTS SANITARY KITES-EL I P+PNEL.N1r1DEL0 CI DDISCCH4AR-GE�UMP 7.. L THE DVTS INSTALLER SH4LL NRD AN ENO(OZSEI4M FP,[N THE SIDTID.K OKMII'DEPARTMENT ff IEALIH ...— �. ,,,�- MAIN ELECTRICAL goo#ADW Y �; 2 AN DECUIED 0PRATIDN AND RAIHIEDANCE CINTRACT BETWEEN THE MADIIENENAICE PWIDEN AND TIE MDI00 rT! A LAND N/F OF S IALL BE PREVEDE TII THE SEDHS , �, RJMN OF SOUIHOLD 3.ITN UNIT TD �LT'VE�'Dk�l-0IE1 T E�EI1 IIII CB��. AIR BLDWr.': NM s -ff E W a 0 ITT DDT A lT r E EL / OIEsRtAY»vANx 4 AM.E S ML AND D a SADID AID LWT`AM Rv IR AWE � I EI DFFD A SEKr "aTRNTA ff AEtT:PTAME A ILL. 'EAYIDI'P Iq"TH'TTT�a 3�Y, _ TO TELEPHONE SERVICE C! fYbPD�EDPAYSAYG411BYS b.SANITARY CWERS LESS IN 60 LBS WILL HAVE SAFTEY LID/GIVER — — 00 00' AD 1.ALL DRYVEILS SNNL BE A OW ID FEET FRIM SANITARY AND WATER LINES L— TD CONTROL PANEL) °^I R SPECIFICATIONS D ETFCTRIE SERVICE AND ITD.IIY WIRES TD BE DVEBIEAD CIRCUIT BREAKS ELECTRICALIFIDPANEL - HIGH WATER ALARM RIXpNP• C3 A -I 30 AMPS V +'' W .woEu Emwsty M CONTROL PANEL4 Owr a'.b} ti _ x rr uv Eo smmms CBI - 15 AMPS c = r o w4 - 1 A S 9 .^ € _ xarAaeewA uucr ra�errxL'.w: ap»'wr axwwaays'iwrc CB3 - 15 AMPS g""�� p I'II�+ y CB3 5 MP A'.�..N,.��UICLEJ`"A.N. II/A OWTS W � «N °�mm AmNmE, Y WIRING DIAGRAM 3 .O 4A INST�ALLAooIIGWN,CISEE T iOV VIEWWIM 5Ubmit P,E.or R.A. 29.0, MIaA T olv.ElaSI0N5 mP) :....... r U'ePLIEca4lan Required SUF LK COUNTY DEPARTMENT OF HEALTH SERVICES " r ¢- « ) aM1xo Fhe Installation and OonstnJrtl o Design F ro essrona s � � a.Certification For PERMIT FOR APPROVAL OF CONSTRUCTION F A y SINGLE FAMILY RESIDENCE ONLY I �L 1�..0" 1�- � P� t orti of the Sewage C1¢sposal System AoPRROOPs _ Use Form WWII O 3 a� S9 r` �s�m m Eo .... .- w, " cA1iACE 6PRIVr F" m ~ amn �'M1"dMo-mox, mrx'mnN. �m�x, lnn m r APPROVED8/9I2024 -.N R-'�"4.1123 BATE er ORgVE r� Smw p — H.S. 4E.CaRG&OAIIS € $ S ) .5� Ax FOR MAxMU�M OF R 10�0o1s.F. N EXPIRES THREE YEAR FROM DATE O APPROVAL X ` P„, w� smE v�wwml N oa\rnsloxsma] �- '..��DW I13, . I,w ,. w _ min,'x'.mrrc*xry A 11 mA IxATiON WSPECT0N UEOU..AIRED avawr S d45110' W 100"0d rim• •� 1 m FOR ANIIARY SYSTEM I LOT14 Abn w rurm,"� Y HEALTQ"i DJIEPARTMEN'T (DIIE2UNG) /:. M1Wwueu9m"+"wmracwAxan .n-....s,.,m,a SITE DDIRMATIN i p. Sm1Mw'3tu W'us. ' 9 ADDRESS:I91 all ET1E DRIVE,EAST NAP,1R4,V. wN. TN�H SCTH " w4 " SITE DPLAN BASE➢ON SURVEY FPA KE EM BEEIM4N LS,DATED 4/26/2024 LEGEND - ALL BIM EE.NC 0241 TI)ACRES � SCDHS APPROVAL LG PRECAST LEACHING GALLEY1C➢TIrAP 163 PENINSULA A Efr E7APNSD4I LEACHDIG GALLEY Nl E]EVATDD!RffERNCED 1D N4V➢BB DATUM 11 E aMIN Nl SURRU►7➢ING LOTS THAT ARE IIPRDVED HAVE PUNK WATER VI1N 15II'IF SITE max. Michael eN Ma ,P.E. ;•�' YAW STRUCTURES RATED ON SUE CETb FUJI CENS 440 GPD N rry "I ,,. RUE ARE NO UNDERGROUND FUEL TANKS DN SITE mAA TL RIVERHEAD,N.Y 11901 x KKK-TESTING SPUN FIIVATIDN M SURFACE WATER VfIHM 300 ff SITE + 1900 w G A HSGp%Pt CLEA DES EN—ES "-PROP -�-^-' SURVEY ff LOT 15 MAP ff MARTIN MANIR E WATERATIENElEE1ECTRIC SERVICE POINT mvNoxDF�R"Ee s�CV s FUJICLEAN INLET ADAPTER 90 FILED MARDI ID,1953 FILE No.R03B GILLETTE nRIVE DB DISTREBUf➢B B@ o ROAD PLAN RAY" 6CK)-FTIPOSED SPOT EIEVAT]RI 3o zD 1 scALe1•=2o' 2D 3 "'- - - ww ANs s- �pP0�5ED5ANITARY � r v LAND NIF OF TOWN OF SOUTHOLD (RESER VED—VA CA N I) UP N 64*51'10" E 100.00, 0 PROP. A—A POOLF FNC. 22.8W -4. EQUIP. PROP. PROP. :F rn IA S.T. D.B. CA z + 0 PROPJA z E4 Z CONTROL 10' MIN . 0 00 no W ;0 -0 x PANEL— r 0 L4 N3 L, 01 0 cl� 7-1 (13.0) 35.0' Iz r 6 29.0' 00 (IT 5.01 co 10.2 Uh 0 — ED (n;U 32. >0�1 0 m Im LOT 15 rp-rp- PROP.Q: . . F-n" N) I m 2>(n �0 PROP. z 10,500 S.F-STEP 17-'L—::� --A L4 Q 0 STEPS 10' MIN. Ln P" X E 0i (WOODED) (A R.0. -0 TZ) L PROP. W.S. 0. W V) PROP. Ln 6% .0 BY ROY K. REISSIG, P.E. C.E. cn %11 0 G4RAGE PROP. 0 0 EL. 11.5 01 '01 �0 7/2/2024 Lp 36.0' — DRIVE 0 A — mi0 ?0-- �1 3.5)PROP--0 0 A.C./ - z c� m PROPANE PT TOPSOIL SM BROWN SILT BRN. SIL SYST. LIU SP SAND c� No. 1 GRAVEL b (CLEARED) z FNC. 4� C.LF. 21.5 0 SM COBBLES '0 UP IFNC. CATEJ T7"-z�-F—PWTN`C*—x b c 0 21.1W p S 64051 10" W ...�B.B. CURB 100.00 SP BRN. SAND & GRAVEL r-i 1313. CURB SP PALE BROWN ASPH. DRIVE SAND & c� LOT14 GRAVEL (DWELLING) WET PALE P Sp BROWN m Ln SAND & GRAVEL TESTHOLE DATA CERTIFIED TO: O� �F�,/ 0 ���A EA VES C/O POINT THE ROAD WA Y A 0 RD IF A G AN NO NOTES: UNAUTHORIZED ALTERATION OR ADDIRON 1. ELEVATIONS SHOWN REFER TO THIS SURVEY IS A WOLATION OF TO NAVD 88 DATUM SECTION 7209 OF THE NEW YORK STATE 2. EXISTING GROSS FLOOR AREA EDUCATION LAW FIRST FLOOR = 977 S.F. SECOND FLOOR = 942.7 S.F. COPIES OF THIS SURVEY MAP NOT BEARING GARAGE = 242 S.F. THE LAND SURVEYOR'S INKED SEAL OR 3. THERE ARE No SURFACE WATERS\ EMBOSSED SEAL SHALL NOT BE CONSIDERED WETLANDS WITHIN 300 FEET OF TO BE A VALID TRUE COPY SUBJECT PROPERTY GUARANTEES INDICATE-D HEREON S14ALL RUN 4. PROPOSED SANITARY SYSTF-M IS ONLY TO THE PERSON FOR WHOM THE SUR VEY A CEN 5 IA SEPTIC TANK AND IS PREPARED, AND ON HIS BEHALF TO THE 1-8' DIA. 12 V.FT. LEACHING POOL FOR A 4 BEDROOM MAX. DWELLING TITLE COMPANY GOVERNMENTAL AGENCY AND .12RAINAGE CALCULATIDNS, 5. ALL DWELLINGS WITHIN 150' OF LENDING INSTITUTION LISTED HEREON. AND SYSTEM No. 1 PROPOSED SANITARY SYSTEM TO THE ASSIGNEES OF THE LENDING INSTI— ROOF AREA = 1220 S.F. x 2/12 x 100% 204 CU. FT. ARE CONNECTED TO PUBLIC TUTION, GUARANTEES ARE NOT TRANSFERABLE USE 2-8' DIA. 3 V.Fr. 252 CU. FT. ACT. CAP. WATER SUPPLY. J SURVEY OF: LOT 15 MAP OF MARION MANOR FILED MARCH 18, 1953 FILE No. 20,38 KENNETH H. BECKMAN, L.S SITUATED IN: EAST MARION Surveying and Land Planning TOWN OF: SOUTHOLD 1814 Middle Country Road Suite D SUFFOLK COUNTY, NEW YORK Ridge, N.Y. 11961 (631) 345-9427 DATE: -41142-6/2024 JOB NO. B24-225.31 SCALE: 1" 20-' FAX (631) 345-9429 DIST. SEC. BILK. LOT S.C.T.M. NO. 1000 OJ8 02 020 REV. DWELLING 10/3/2024 ADD PROP. SANITARY 8/12/2024 B.O.H. SURVEY 6/18/2024 B24-22598 51 a 3`7 -LscssoR s G_`RAL CONSTRUCTION (VOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES 0 � oC - o�D 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. 14a. Draftstoppping material R302.12 shall be as follows: MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE � In combustible construction where there is usable space both above and below the concealed space PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12,2020, USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately 2020 BuildingCode of New York State;Plumbing code;Fire code; Mechanical code; equal areas.. Draftsto In shall be provided in the following locations: inches Uninhabitable attics without storage 10 NUMBER AND TYP g q PP g p g DESCRIPTION SPACING AND Fuel gas code;Existing building code;Property maintenance code. 1. Ceiling is suspended under floor framing. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION ALL CODES shall supersede the drawings and shall be incorporated into the 2. Floor framing is constructed of truss-type open-web or perforated members. and/Or whirlpool attachments 1-1/2 drawings WHETHER they are indicated on the Plans or NOT. Bidet 1-14 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING 15. No bahefi shall be placed against the foundation walls (exterior) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Additions,Alterations&Renovations: shall conform with Appendix J until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 Balconies exterior and decks 4-8d BOX (2-1/2")OR 2. Written Dimensions take precedence over scaled dimensions Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112^)OR 16. Double joists under parallel partitions and under whirlpool tubs. 2 3-8d COMMON EACH JOIST,TOE NAIL 3. The contractor prior to the start of construction shall verify all Double around openings in floor and roof framing. Floor drain 2 Guards and Handrails per 1607.8.1.1 200 p Yg• P CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR dimensions, existing or new and be responsible for field fit. Kitchen sink (one or two traps, With Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 17. Metal flashing shall be installed were concrete abuts wood, without dishwasher and food waste disposer) 1-1/2 Guard in-fill components 50 4 CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, and were decks abut house framing. RAFTER HEEL JOINT shall be installed in accordance under latest State approved Building Codes. Laundry tub (one or more compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-1od BOX (W) OR All systems are to be designed,installed,&specified by the general contractors; HVAC, OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER electrical or plumbing sub-contractors. 18. Install joist hangers at all flush structural load bearing conditions. Lavatory - Rooms other than sleeping rooms 40 10 Shower based On the total (IOW rate through 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Electrical certificates are to be provided the electrical contractor. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the ( g Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Z 5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of showerheads and bodysprays) OF EACH RAFTER OR TRUSS �,J,, 0 of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall the floor area being ventilated. Refer to Residential Code section R303 Flow rate: Stairs 40 20 4-16d OR be the responsibility of the general contractor to verify the depth of all existing footings Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL disturbed by construction. 20. All window and door headers to be 2-2xl0 unless noted otherwise. 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR z svoo TABLE R401.4.1 subscript b:Where the building official determines that in-place soils More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL W n/ with an allowable bearingcapacity of less than 1,500 psf are like) to be resent at the site, 21. Vent dryers to exterior as per Section M1502 More than 12.3 m U to 25.$ m 3 ALLOWABLE DEFELECTION OF ALLOWABLE Q O p y P y p Vent range hoods as per Section M1503 gp p gp STRUCTURAL MEMBERS DEFLECTION WALL FRAMING the allowable bearing capacity shall be determined by a soils investigation. More than 25.8 gpm up to 55.6 gpm 4 Bathrooms/mechanical ventilation as per Section M1507 16d COMMON 6. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL an ultimate Compressive strength at 28 days of 3000 psi. Except exposed slabs, no finished ceiling attached to rafters L/180 W P 9 Y P P P 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 g STUD TO STUD AND ABUTTING STUDS AT 16d BOX 9 16"O.C. FACE NAIL N < garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. and NFPA 72.Shall be provided in each sleeping Room, outside of each separate sleeping INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") LL_ L.LJ P P 9 P P 9 Interior walls and partitions HI180 W All Concrete shall conform to the latest ACI standards. area in the immediate vicinityof the bedroom and on each story of the dwelling, including 16d COMMON ry g� g 10 BUILT-UP HEADER {3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES basement and cellars and not less than 3 feet from the bathroom door containing a Floors L/36D R404,1.3.2 Reinforcement for Foundation Walls TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") Concrete foundation walls shall be laterall supported at the to and bottom.Horizontal bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. OR 4-ad COMMON TOE NAILIlly Y pp p WHENEVER an alteration addition,or conversion is made to an Existing Residence, DWELLING - GARAGE SEPARATION All other structural memebers L/240 W reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement � g 12 TOP PLATE TO TOP PLATE shall be provided in accordance with Table R404.1.2(8) the smoke detection system of the ENTIRE residence must be brought up to code, Exterior walls with stucco finish 16d BOX(3-1/2"x o.1sz) 1s"O.C.FACE NAIL Q Q hardwired and interconnected. SEPARATION MATERIAL H/360 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END > _J R404,1.3,3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH O the requirements of ASTM A 615,A 706 or 996. 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 FROM THE RESIDENCE AND ATTICS EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area Exterior walls-wind loads/flexible finishes L/140 i0 required reinforcement shall be in accordance with Table R404.1.2(1)thru FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 12"O.C. FACE(NAIL O in the immediate vicinity of the bedrooms. combination carbon monoxide OR BLOCKING(NOT AT BRACED WALL) i6 BOX(3-1/2") 12"O.C. FACE NAIL R404.1.2(9). BOARD L=span length,H=span height W R404,1.3.3.7'.2.; Location of Reinforcement: vertical reinforcement in basement walls and smoke alarms shall be permitted in lieu of carbon monoxide alarms. 15 STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL 9'-0"or higher as per tables R404.1.2(8) Vertical reinforcement in basement walls All CO alarms shall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112" INCH GYPSUM BOARD OR BLOCKING {AT BRACED WALL PANELS) 2-16d COMMON TABLE R802.5.2 2 EACH 16"O.C.FACE NAIL shall be located to provide a maximum cover of 1-1/4 inches from the inside face. switch with battery backup. Battery-powered alarms are not allowed. NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL W (n GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON R404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with APPLIED TO THE INTERIOR SIDE OF 1 1 I J Li- Less UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3-10d BOX W Based on Table R404.1.2(1)- (includes basement entrances and window wells) RAFTER RAFTER 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL � .J O section R602.10.4.2 Continuous sheathing method. 2-1sd COMMON Less than 8 foot Wall Height:One#4 bar within 12 inches of the top of SLOPE SPACING O wall and one;#4 bar near mid-height of wall. End conditions for braced wall lines for the continuous sheathing shall conform ROOF SPAN r ,1 g to Figure R602.10.7. Braced wall panel connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 1" BRACE To EACH STUD AND PLATE 3-8d Box v Greater than 8 foot Wall Height:One#4 bar within 12 inches of the top of g SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 1$ FACE NAIL wall and One:#4 bar near the third points in the wall storyR404.1.3.3.7.3 Wall Openings shall comply With nailing schedule and Figures R602.10.8(1)& R603.10.8(2) 2-ad COMMON 12 FT 20 FT 28 FT 36 FT RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING ij'J` c Rat is interrupted Wall Openings:Vertical wall reinforcement required by Section of the am 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS � O that is interrupted by wall openings shall have additional vertical reinforcement of the same size provided to transmit the applicable uplift forces in section R80211.1 from the 21 4-8d BOX placed within 12 inches of each side of the opening. roof assembly to the foundation. JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL L 3: 12 16"O.C. 5 8 10 13 � r r'- R404,1.3.3.7'.4 Support and Cover; Reinforcement shall be secured in the proper location RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON in the forms with tie wire or other bar support system to prevent displacement during the concrete 26, Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels N as per Table R905.2.4.1 of the NYS Residential Code. g p 5: 12 16"O.C. 3 5 6 8 BLOCKING TO JOIST z-1od Box c cover of 3 inches.Minimum cover for reinforcement in concrete cast in removable forms that will be P 23 2-8d COMMON EACH END E E. exposed to the earth or weather shall Ibe 11/2 inches or No.5 bars and smaller,and 2 inches Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or o c E ,, for No.6 bars and larger.For concrete cast in removable forms that will not be exposed to the copper roofing nails, minimum 12 gage shank with a minimum- Fastener Panel S an Panel S an Panel S an 7: 12 16"O.C. 3 4 5 6 4-16d BOX d o'C) o E N 9 P PP 9 9 9 p p P mu � � o � 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL rn m (, a earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 314 inch. 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 3-16d COMMON -_ c w ° o _ P g 9 Type Less than or less than or less than or w._ E L The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. and comply I with ASTM F 1667. Minimum number of fasteners as per manufacturer 9: 12 16"D.C. 3 4 4 5 °,o o c c N o P Y P equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON o -_- 0 ° �° �^ but not less than 4 per strip. 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL � n, `o u - M R 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 12: 12 16"O.C. 3 3 4 4 4-1od BOX - o a) o. o m o o m Framing lumber shall be DOUG-Fir Larch#2 or better, E=1,600,000 NO 8 Wood screw E 0 U.n m c w (5� ° Min. Flo for dimensional lumber=850 psi. 27. Flame Spread Index: R302.9 16 inches 10 inches 4-10d BOX •2,o °'7 °w w M o 0 P based anchor with 8 inches 26 BAND OR RIM JOIST TO JOIST PER JOIST ` 0.2 - u - Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better, wall and ceiling finishes shall have a flame spread index<-200 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3 16d COMMON a ° Includingbut no limited to:Deck Framing,Posts,Headers,Girders&Ledgers. Insulation material,vapor retarders within roof, floor,wall, ceilingassemblies 2 inch embedment on Center on Center On Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS °D E In ° M�s a 0= 3 g g p 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM a .2 3 c c�'3 0 &attics shall have a flame spread index<_25 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT STAGGERED ON OPPOSITE SIDES o o o n m-,r 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: CONNECTION SHALL BE INCREASED AS FOLLOWS: L) a� a CD N t N rn a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 4-16d BOX m c c E m y `o:G Smoke-developed Index: R302.10 No 10 Wood screw 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL s m °" '3 o E 3-16d COMMON t � N a or stainless steel. wall and ceiling finishes having a smoke-developed index <_450 based anchor with HEEL JOINT FACTOR = ° o ° o o ` 0 16 inches 12 inches 9 inches H e/ H r o � r b.) Use Copper flashing Only against ACQ Lumber Sill Plates ° c -0 a c W ,ri a) Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 2-10d BOX ON) OR ° ° c.) All Structural connectors i.e.simoson strong-Tie or USP,etc P g 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-1/2P') EACH END, TOE NAIL r Fn.. Cc s= E E ° ° a shall be Hot-Dipped Galvanized or Stainless Steel. &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 lenght 1 / 3 1.5 z T a ) o 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, a� c n E m a�a o °w 28. SWIMMING POOLS. Shall conform to Section R326 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND c°� N m c- m E EL o a 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 PARTICLE BOARD WALL SHEATHING TO FRAMING 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, SPACING OF FASTENERS installed in accordance with the manufacturers latest installation details, round access areas. panels shall not be located less than 18"from a valley b. Fasteners shall be installed in opposing ends from the wood structural panel. DESCRIPTION N NUMBER AND TYP Z 9 P Y BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE 'ROOF SHEATHING Q Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES Framing connectors,Allowable Hole diagrams,specifications,etc. SUPPORTS GABLE END WALL FRAMING "Micro-Lam"Design Stress: E=1.9, Fb=2,600 psi,Fv=285 psi + TABLE 802TI 9 P P A permanen.certificate indicating the 'solar-ready zone' and other requirements of RAFTER UPLIFT CONNECTION FROM WIND sd COMMON Lt.l c.Anchors shall penetrate through the exterior wall covering with an embedment length of (SUBFLOOR,WALL) (n "Parallarn PSL"Design Stress: E=2.0, Flo,=2,900 psi, Fv=290 psi this section shall be posted near the electrical panel or water heater b the builder. 30 3/8"- 1/2" 8d COMMON ROOF 6" SEE NOTE A 6" V "Anthony Power Beams Design Stress; E=2.1, Flo=3000 psi, Fv=300 psi P Y not less than 2 inches into the building frame. Fasteners shall be located not less than (ROOF) W O w 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C -J 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, The main electrical panel shall have reserved space for a dual pole circuit breaker 31 19/32"-1" 8d COMMON 6" SEE NOTE A 6" Z Z ---I O q SPACING SPAN for future solar electric installation and labeled for future solar electric", d.Where screws are attached to masonry or masonry/stucco,they shall be attached M each sleeping rooms in basement,habitable attics, and every sleeping room (FEET) ULTIMATE WIND SPEED ID _..I z Q (1) � shall have at least ONE operable emergency escape opening as follows: using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. ++ P 9 Y P P 9 32 1-1/8 - 1-1/4' i0d COMMON NAILS 6' 12" Q � (- Sill height of not more than 44 inches above finished floor. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 130 140 W M Exterior glazing in buildings located in Wood Borne debris regions shall I� („� W ROOF PITCH ROOF PITCH 1/2"STRUCTURAL CELLULOSIC A. MinimulTl net clear opening of 5.7 square feet. be protected from wind borne debris. „ (,LJ Q Except grade floor openings shall have a minimum net clear 31. NEW Construction/Additions&Alterations: <5:12 z 5:12 <5:12 a 5:12 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3 g (� I..._ N Glazed opening protection shall meet the Large Missle test ASTM E 1996 opening of 5 square feet. It shall be the responsibility of the General contractor or his subcontractors to submit (n z LL Q p Y and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 214 201 263 247 5/8"STRUCTURAL CELLULOSIC W B. Minimum net clear opening height shall be 24 inches. in detail the design, Calculations,drawings,written statements of the mechanical, Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 34 1-3/4"GALV.ROOFING NAIL C. Minimum net clear opening width shall be hall20". air conditioning,ventilation, heatingsystems new,existingor upgraded) ANSI/DASMA 115. Areas within hurricane prone regions: FIBERBOARD SHEATHING 7 7 (� a Cn D. emergency escape and rescue openings shall be operational y ( Pg ) P g from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. (1). within 1 mile of the coastal high water line were the iltimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1.1/2"GALV.ROOFING NAIL 7" 7" WHERE Basement contain more than one or more sleeping rooms, wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1.3/4"GALV.ROOFING NAIL 7" 7" an emergency escape opening shall be provided for EACH sleeping room. (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 Emergancy escape and rescue opening shall open directly to the outside EXTERIOR WALL WOOD STRUCTURAL PANELS TABLE R602.3 3 „f^ �� _� A. EXCEPTION: 16"O.C. 28 348 358 476 446 6 DIAMETER I TO RESIST WIND PRESSURES ( ) EXCEPTION: Grade floor or BELOW grade floor openings shall have Wood Structural panels with a minimum of thickness of 7115 inch and a maximum span a net clear opening of not less than 5 square feet. of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 W cover the glazed openings with attachment hardware provided in the table below. MIN.WOOD WALL NAIL SPACING MINIMUM NAIL MIN WOOD Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STUD 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL " "I", "II", "III", "IV", OR"V" Attachments shall be provided in accordance with the tableas follows: THICKNESS SPACING EIDGES FIELD 0 continuous run of treads or flight with FOUR OR MORE RISERS. / 16"O.C. 42 535 499 664 622 PANEL SPAN RATING Handrail Height measured above stair tread nosing,shall not be less than 34 inches and not more than 38inches. All Handrails shall be continuous if 16"O.C. 48 599 559 745 697 6d COMMON NAIL Ill- the full length of the stair from a point directly above the top riser of a flight ; REFLECTIVE RED (2.5"X 0113") 1.50 INCH 24/0 7/16 OR 1/2 16" O.C. 6" 12" N 0 to a point dlirectly above the lowest riser of the flight.Handrails adjacent to I g PANTONE#187 a wall shall have a space of not be less than 1-1/2 inches between the wall 8d COMMON NAIL � (A and the handrail.see code for exceptions.Refer to Code for grip size specifications. _ t (2.5"X 0131^) 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" o 0 Q i DESIGN CRITERIA TABLE 507.9.1.3(1) Lu 12. GUARDS:R312 Porches,balconies or raised floor surfaces located more than 30" DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 W U J above the(Boor or grade below shall have a railing not less than 36 inches REFLECTIVE I Winds speed: 130 in height. Railings shall have Top rails and Balusters and Bottom rails that are WHITE FIELD p z LU 0 NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed JOIST SPAN 0 U 9 __ No of stories: 2 CONNECTION GYPSUM BOARD _ GYPSUM BOARD FRAMING SPACING OF FASTENERS by the riser,tread and bottom rail of the guard rail at the open side of a stairway „ DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS are permitted to be of such a size that a 6 inch sphere cannot pass through. r 7/16 min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS TO WOOD FRAMING Open sides of stairs with a total rise of more than 30 inches above the floor or - " 1/2"DIA.LAG SCREW P -► �- Panel Attached to Roof pitch: per plan 30" 23" 18" 15" CEILING EITHER DIRECTION 16"O.C. Sd COOLER NAILS grade below shall have guards not less than 34 inches in height measured & 1/2"MAX. SHEATHING 1/2" 7 12 DESIGNATION FOR STRUCTURAL vertically from the nosing of the trends. 1/2„ Frame In accordance g ength per plan WALL EITHER DIRECTION 1s"O.C. 8 16 COMPONENTS THAT ARE OF 1/2"DIA.THRU BOLT 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" STROKE &1/2"MAX.SHEATHING 5/8 WALL 7 12 6d COOLER NAILS �"'( opening is located LESS than 24 irches above the finished floor and GREATER "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 2:1 EITHER DIRECTION 16"O.C. " " T I� than 72 inches above the finished grade or other surface below on the exterior GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"X" AT tale'LONG 6d COATED NAILS OR of the building,the window must be provided with a window opening control device „ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6„ EQUIWALANTDRYWALLSCREWS. that compiles with R312.2.2 Window Opening Control Devices. "R" ROOF FRAMING 1/2"DIA. LAG SCREW 5/8 BENEATH SCREWS SHALL COMPLY WITH M� &1/2"MAX. SHEATHING 131, 11 101, 1 HABITABLE ROOMS IRC SECTION R702.3.5.1 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in "FR" FLOOR AND ROOF FRAMING , accordance with R302.11 thru R302.11.2 and Draftstopping shall be UNDER SECTION 602 OF THE BCNYS WINDOW UNIT =112IMA. 0 BOLT 24" 21 19" Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c, installed per R302.12 thru R302,12.1 HEATHING Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for ,� N Fireblocking materials R302.11.1 shall be as follows: TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. 1. Two-inch nominal lumber NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) a 2. 1/2"gypsum board 1 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance @ V A engineered wood with the 10 foot horizontal Fireblocking in walls constructed using parallel Applicant shall provide eng p O rows of studs or staggered studs. on or adjacent to electrical meter box for field inspection. Z v 4. cellulose insulation installed and tested in accordance with ASTM E 119 or PLYWOOD STORM PANEL UL 263,for the specific applications Residential structures with Truss type construction, SHUTTER DETAIL h� ~ Pre-Engineered Wood Construction And/or Timber Construction M'^� for new dwelling and/or any addition, alteration W ­4 c�� TABLE R401,4.1 PRESUMPTIVE LOAD-BEARING VALUES a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel '� o OF FOUNDATION MATERIALS shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. CLASS OF MATERIAL LOAD-BEARING PRESSURE of the structure for field inspection ED AID O ctCry M S dimentary and foliated rock 4,000 psff ` �, J ��Cy�� r� Sandy gravel and/or gravel(GW and GP) 3,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) Cs ,� �.� 0 Sand,silty sand,clayey sand,silty gravel and clayey gravel / Ca 'yN TA O (SW,SP,SM,SC, GM and GC) 2,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM r ,1' Clay,sandy clay,silty clay,clayey silt,silt and sandy silt ; „q 1t (CL, MIL, MH and CH) 1,500 psf 0 WIND WINTER ICE SHIELD AIR MEAN $; GROUND WIND DESIGN WEATHERING LINE TERMITE SPECIAL SEISMIC . SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL -� a.When soilSNOW REGION CATAGORY DEPTH i tests are required by Section R401.4, (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP LOAD i the allowable bearing capacities of the soil shall be part of the recommendations. ZONE r'` �9.f;'?'n*3 M ���.` `�t�..-�•. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 20 LBS 130 P NO NO NO B SEVERE 3'-0" TO HEAVY MODERATE 11 YES NO 1500 or less 52.1 are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. M.In accordance with Section R301.2,1,2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. j 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS P. Basic wind speed for risk catagory 11 from ASCE 7-17 Figure 26.5-1 B j Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE NALL PANELS r ° Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED a 0 ° . . ° fasten king stud to header with METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° Min.3"x 11 occur net header Header , , , / 6-16d sinker nails OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG ° shall occur at top of wall ° ° ° ° fasten top plate to header with • OR END JOIST MEMBER DIRECTLY ABOVE @ ° two rows of 16d sinker nails @ 3"o.c. - - - - *�•- - - -i '- - - '•� PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL Header shall be Top plate continuity is,I I I ICI 1, ON EDGE, 12"FIELD. INTERIOR SHEATHING •I I•I I•I I' PER TABLE R602.3(1)OR R602.3(2) - fastened to the required per R602.3.2 VARIES BY FASTENERS king stud with Braced wall line ;!f2-16d NAILS EACH SIDE ° \_ 6-16d sinker nails continuously sheated Minimum 40001b header-to-jack-stud .I I•I 1.1 METHOD CS-WSP: L '� Fasten sheathing to header with Sd common nails in 3 in. rid with 1/2"wood 1 °i ° " ° 9 g structural panels strap on both side of opening AS PER TABLE R602.3(3) m a� attern as shown and 3 in.o.c.in all framin studs and sills EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG = ° Y P 9( ) opposite side of sheathing •I I I 8d 6"O.C.ALONG TOE NAIL 3 Sd NAILS - °, WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG @ AT EACH BLOKING MEMEBER I, Minimum 40001b header-to-jack-stud strap •l (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG o on both side of opening opposite side of BRACED WALL PANEL � Panel splice edges shall occur over •I AT 6"O.C.ON EDGE AND 12" O.C. o r sheathing and be nailed to common blocking INFIELD BRACED WALL PANEL ° within the middle 24"of the o O I• BRACED WALL PANEL X o Min.Double 2x4 framing covered with minimum portal- W BRACED WALL PANEL W le height. One row of 3"o.c.nailing r , _ BRACED WALL PANEL BRACED WALL PANEL , ° ° ° ° I, 1/2"thick wood structural panel sheathing ° ° ° 9 9 9 F- I I I' BRACED WALL PANEL INTERIOR FINISH: X i° with 8d common nails @ 3"o.c.in all framing is reededd in each panel edge. _ 1' SHALL BE MIN. 1/2"GYP. BD FASTENED 3-16d @ 16"OC ALONG i studs,blocking,and sills typical o if needed r (D I I 1.1 WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG ( 9 ) YP Z I• 3 16d 16"OC EACH W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 2'to 18'(finished width) W < L.I. _ ,I I,I I I I. TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER ° Min Double 2x4 or ec Min.length 16" 2x6 King&Jack stud 1/2"min,thickness wood structural 0 G O J _ _ _ SHEATHING ° panel sheathing . .I.. - _ _ 4• per Table R602.10.5 Min double 2 x post CONTINUOUS RIM OR (n - .n — CONTINUOUS RIM OR v J 'I • it , END JOIST ° No.of jack studs per 'n >¢ �I I•I I•I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min.(2)2x4 typ. Table R602.7(1&2) W// vJ OVER AND BE FASTENED TO COMMON STUDS. � /7 Min. (2)1/2"Diameter anchors L.t_ Q •I I,I I I I' HORIZONTAL PANEL JOINTS IN BRACED !, Lh 2-16d NAILS EACH SIDE installed per section R403.1.6 W W .I I - I•I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3116"plate washer z INTERIOR'l$ C\J I• AND BE FASTENED TO 1-112"x 5-1/2" I•I FULL HEIGHT BLOCKING ,I SPACING I•I THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING .I NAILING l,l I I I• AGAINST THE OUTSIDE SHEATHING CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING l• OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG O I•I 2 x 4 or 2 x 6 STUD WALL •I I•I I•I I• BRACED WALL PANEL J 'I I I I I I• 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10 6.4 11� _0 ,I I•I I•I I, •I I•I I•I I• NAIL►NG EDGE FIGURE R602.10.8(1) O FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN Attach Sheathing to �-'- I• SPACING -6" Band or Rim joist with nail sole plat Attach Sheathing nail sole plate W BRACED WALL PANEL CONNECTION WHEN BD common nials to joist per Band or Rim joist to joist per r .'- .-.- - :'. - °-.�•'- .-.- -'. EXT.SHEATRIS °°�4- j P 1 °° ° 1 P PANEL JOIN PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an Sub-Floor nailing sched. SD common nials nailing sched, f— Q BottomL at Bottom o.c.Top and — — Rim Joist Q W V) FRAMING FRAMING °°° ' Bottom °' ' per Plans° Rim Joist ° ° PHoldowns FASTENING REQUIREMENTS FOR ° ° ° ° ° nchorBoltsand J LL pear plansBRACED WALL PANEL AS PERO � Q 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 Z 0 C C) O Simpson 1-1/4" galy. x 20 gage H2AStud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A EXTERIOR OR F� between 9-1/4" to 15-1/4" nails in each end at each rafter. BEARING WALL r- Typical Metal at each Rafter. With WINDOW HDR provide blocking @ w P Strapping _ (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter ° ° - braced wall panels „ „ PROVIDE@STRUCTURAL, RIDGES °' ° E " at Openings n 0 y rn= o CL o NOTCH GREATER cV (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field THAN 50% `' �� _ Simpson L-50 on each side of rafter -- E cn Horizontally attached (5) 8d x 1-1/2 nails in Stud FNail spacing Nailin See Nailin s ° o , (PERCENT)OF I ood sheathing g g `o PLATE WIDTH \ 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE p g m c f0 m METAL TIE FASTENED ACROSS AND v ,n rn shall have Solid Blocking y o m o o o m TO THE PLATE AT EACH OF THE Schedule U e Wg- a� @ all Plywood Joints ° � o c c o'm o NOTCH WITH 8-10D NAILS EACH SIDE E 2 o Y a m a a Y SIMPSON H2A s N.s 3 = - Y Solid blocking between at each Rafter. With 1-1/4 x 20 Gage Metal Coil N rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails ° ° a_° = y 10 TOP PLATES plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2�� nails in plate in each end. catch jack studs ° ° - _ _ ° -'- o E IPE along length of braced wall (5)8d x 1-1/2" nails in Stud Look Out Blocks ° ,i ' a _ = o ` 3 ComerHoldowns and window or door Header. _ o a- Refer w ° o Refer to plans panel. for locations - , ` o N N m : m ,n p Less than �' i if required r Typical each side and ALL or Equal Gable End Wall ° t�_•-_ -- t= � ` ° M Q� c m �m o windows and doors. �, C a � 0 o RIM JOIST BLOCKING BETWEEN RAFTERS CED BRACED WALL PANELS to 12 U N co iT � 2 E a.=_a CL Sill Strapping - 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FIGURE R602.61 See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS 'TOP PLATE FRAMING TO this page. TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R602.3(1) )^ �n ACCOMMADATE PIPING IN LIEU OF RIDGE STRAPS -R602.4.6 U V WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z Z 7 LOCATED IN THE UPPER THIRD (� 4 5 N.T.S. 6 7 8 9 OF THE ATTIC SPACE AND ATTACHED n �J TO THE RAFTERS WITH 4-,8D NAILS O u�_. EACH END CONTINUOUS FLASHING EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE W PAST JOIST HANGER GREATER THAN DECK JOIST AND NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC SIMPSON BSC O ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT = vJ FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12" Min see Schedule on DWG-1 POST TO HEADER CONNECTOR POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond TIMBER TECH- I I TIMBER TECH- I I'*,_RAILING POST, the inside face of the band joist. OUTER THIRD "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER SIMPSON ABU POST SIMPSON ABU POST COMPOSITE DECKING COMPOSITE DECKING GALV DECK HANGER 4"TREATED POST TO CONCRETE BRACKET 4"TREATED POST TO CONCRETE BRACKET OF SPAN ONLY ATTACHED PER ATTACHED PER I SIMPSON LUS26 0• SIDE COVER 2"MINIMUM o SIDE COVER 2"MINIMUM ;; CLEAR MANUF.SPECIFICATIO I I MANUF.SPECIFICATIO I I @ 2X6 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS 2-1/2"GALVINIZED CARRIAGE BOLTS S THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL OR SIMPSON SD STRUCTURAL zzj I I 1/2 DIA.GALV BOLTS W/ - 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE CONNECTOR SCREW GRADE CONNECTOR SCREW Use 1-1/4" Metal _ _ 2"MIN, ---LOCK WASHERS. WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-STRENGTH ADHESIVE ANCHORS:HIGH-STRENGTH 2 x JOIST ' N= EPDXY ANCHORING ADHESIVE FOR EPDXY ANCHORING ADHESIVE FOR - Coil Strap 20 Gage �- 2 1/2"MIN. o SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD-OR USE: USE WITH THREADED ROD-OR USE: O MAX. O �o. 12" Min (5) 8d common nails N Z _ : ,0 2x RIM JOISTATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON Z MECHANICAL ANCHORS;SIMPSON 2"MIN. (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR WEDGE-ALL WEDGE ANCHOR D3 MAX. �o: in EACH END at N Q AND TWO WITHIN 24"OF EACH END OF DECK ' �_ M M 2"MIN. 6 MAX, �� J EACH Stud. p W 2-1/2"DI R507.6.2 SIMPSON H2.5AT EA.JOIST 3„. OR CONCRETE PIER FOOTING 14"DIA.CA FOOTING ON 8d @ 6 oc Along W � L THRU BOLTS BLOCKING FOOTINGS MUST FOOTINGS MUST 24"X24"X12"CONC FTG D3 MAX. Braced Wall Panel Z �( WI WASHERS OVER BEAM SIMPSON BC SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON BEAR ON • ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED UNDISTURBED FIGURE R602.10.8(1) BETWEEN EACH POST GIRDER JOIST CONNECTOR NOT LESS THAN(2)LOCATIONS WITHIN 24" SOIL SOIL OF EACH END OF DECK:� MAXIMUM OVERHANG 24" ° SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION P.T. POST TO CONC. PIER @ DECK PIERS R502.8 ►� R507 EXTERIOR DECKS OR HEADER NTS SIMPSON ABU INSTALLED IN ACCORDANCE NTS 1 O DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NTS NOTE; 8d COMMON NAILS ARE NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS h 1-1/4"x ZO gage G-185 1-114" x 20 gage G-185 1-1/4" x 20 G-185 SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap gage DECK STAIR Hot Dipped Galvanized Strap 507.9.1.3(1) N STAGGERED with (5)-8d common nails with (5)-8d common nails � •,•� � 507.9.1.3(2) FASTENERS with (5)-8d common nails at each stud at each stud E"'I a TOP PLATES TOP PLATES —► .-- N IN 2 ROWS Strap may be attached OVER Strap may be attached OVER at each stud U ^, the plywood OR directly to Strap may be attached OVER © © OO o T6.5" .5°MIN FOR 2X8• Studs. the Studs. OR directly to the I y GRADE w � �• o 5"MAX MIN FOR 2X10 p ywood OR direct) t0 0 . v zSTUD BORED HOLE MAX. STUD .5"MIN FOR 2X12 _ ra strap under sill Studs. Q� i O� BORED HOLE MAX. DIAMETER 60% OO OO O UO N p p D I—i PERCENT OF/° DEPTH NT)OF STUD " ° ._-• Z I�+�I M DIAMETER 40 and attach to sill plates ° a N — . ( ) I ,P�°. 3-16d @ 16 oc Along BLOCK SOLID o p '0 P! STUD DEPTH ° ,, �_ BETWEEN JOISTS > "C3 bA oo .a 2"MIN 5/8"MIN. 5/8"MIN. 5/8"MIN. 5/8"MIN. LAG SCREW OR THRU-BOLT � W+ � � � � � Braced Wall Panel - TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN — — `.�.`, . . . N D x CA =III=III - FIGURE R602.10.8(1) ® '� NOTCH MUST NOT NOTCH MUST NOT I—I�l=iil e a°a ct EXCEED 25% 0 EXCEED 40 /° 0 (PERCENT)OF PERCENT)OF N ° "=IIIIII; �'; '� �- 10"x LENGTH TEP � 0 0 ° °' UNDER BO TO TING < (, STUD DEPTH STUD DEPTH IF HOLE IS BETWEEN BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD C ` O 40%(PERCENT)AND NOT BE LOCATED IN STRAPPING N G TYPICAL STAIR FOOTING. BORED HOLES SHALL THE SAME CROSS PER FIGURE R507.9.1.3 (1) co . 60%(PERCENT)OF _ '' • -Wrapstrapunder sill ^�NOT BE LOCATED IN SECTION OF THE CUT Applies to Garage Wall and _ THE SAME CROSS STUD DEPTH THEN — — ° i" ' � OR NOTCH IN STUD + � '- . ' � 1- sruD MusTBEDouaLe .*DISTANCE CAN BE REDUCED TO 4.5" . and attach to sill plates SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I=III= p _ .,'' '' OR NOTCH IN STUD SUCCESSIVE STUDS "=�j ARE DOUBLED SPACING IS REDUCED TO THAT OF all; i map' . ' AND SO BORED LAG SCREWS TO AT 2X8 LEDGERS STRAPPING c ys TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN,12"ON STUD OR AT EACH JOISTa .� FIGURE R602.6(1) WASHERS NOT PERMITTED) RAFTER FACE TYPICAL ,,.U•� �0� ��'° FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING ' t�,1FV�� BORED HOLE LIMITATIONS FOR EXTERIOR NOTCHING AND 16 BORED HOLE LIMITATIONS FOR INTERIOR 1 7 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 2 0 ��'"��•-""'"•• WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the glued together MANUFACTURED LIGHT ENCLOSURE ceilingline p Full Thick Insulation way for access thin profile structural g g see plan w/ ATTIC INSULATION Exterior Y CONTINUOUS BEAD Fill entire Cavity to sheathing as dlraftstop and lay on plyw od Batt Insul CEIING FRAMING support Seal joint with Sheathing eala Insulation dams behind tub Tub attic hatch - R-val I[ Non-combustible sealant OF SEALANT subfloor Base late prevent loose-fill Typical equal to the Ceilin Double Frame Attic blocking SUBFLOOR GLUED, / insulation from exterior insulation re uirem n access opening Sealant or „ OR GASKETED TO RIM CAULKED Sealed to'"--` Air Seal Continuous Ben wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or I adhesive - as enclosure liner sealed SEALANT Sealant access adhesive at perimeter and seams. solid blocking SILL PLATE INSTALLED „ Or rigid insulation 1 min Rigid Weatherstri in Pre-Fab Fireplace sealed around iPanelSealant OVER GASKER SILL g pp g Seal stairs Adhesi Casin EXPANDING FOAM SEALANT "g'�� 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Airframe a 1 X2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT four edges `Pull-down gap Sealant 112" plywood Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase with caulk p Yw finish w/ soffit material or foam Z attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing W 0 (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (cD C ) CANTILEVERED FLOORS PULL-DOWN STAIRCASE 7­, DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING -EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (cD PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL QcATTIC HATCH DETAIL TO BAND JOISTS t�. - This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation W vJ R•5O Ar!rr.Stair Cnvrr ENERGY NOTES •- W W Eave baffle Installed c v w }- Z 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts air handlers and filter boxes shall be sealed. vents. Baffle shall extend over , g p g Y adjacent to soffit and eave . ,. ry 2020 Energy Conservation Construction Code of New York State. aolnts and roval by seams th rdshall it comply HERS with RateSection us nMthe 1Manual J S & D submitted at CO. W Table R402.4.1.1 Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an pp party( ) g the top of the attic insulation O energy efficiency program to exceed the energy efficiency required by this code. TABLE R402.4.1.1 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. w � Q All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) i AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" & Manuals"S" &"M submitted at CO. ` O 2 x CJ W/ INSULATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS W 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. YP General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see ' OR HERS RATER F- O requirements in the building envelope. 10. R403.4 Mandator Mechanical system piping insulation carrying Q W (Mandatory) Y P P g rY 9 Const. Dwgs Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. I J continuous air barrier. Building envelope (prescriptive) per table N1102-.1.2 insulation & Fen. by Component. SEALANT i J I I 11. (R403.3.5) Building Cavities (Mandatory) Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall O r n Z sealed. See Const. Dw s i v sections N1102.2 through N1102.2.13 gCL Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N 1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) O O installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. r ' O recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N 1103.5.1.2. (� 25) O each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. 1 j maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE N exists,the Batt product will be cut to fit the remaining depth of the The building shall be provided with ventilation that compiles with the requirements of E.s ,� � ° N cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o.s o. ° air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system rn ° �, PO - a° Z5 shall be placed to fill any surface or concealed voids,and at the g g p p ° S : ° manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. o �, o T installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM = o ,�, a o U N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy "``� r ;� 41.: „ 0. °, �w :&.2 s o no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE IN r --r ° .n = _ _ ° Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements w _ °.F ° O ° ° o ° 15 f 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside P Y q : ; I o,o °o stapling installation tabs. ACCORDANCE WITH ---�, a t °� ° � - =Y combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or I F ' ,� >_ a ° Insulation that upon installation readily conforms to available space according to UL 127. equipment provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT i °' ` ° ° `° - E ° 0 p y p g e ui ment is used to rovi g -..-t, �„�, �,,•�" ;= r'i�, ���.a 3 L �•a �3 S ° shall be installed fillip the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam 22 o 6 8 0 ° d N w g ty TYP. ROOF CONST. c d = m a z - �- y density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) 3 P P 9 9 Y P Y p .. ` � rt �� � a"aoo• �oL ° o �'t Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heating and cooling equipment shall be sized in accordance with Roof underlayment 2 x CJ W/ INSULATION _w ° ceiling/soffit shall be aligned with the air barrier. the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 gsealed to drip edg I , }' ' ° t= E E o a ACCA Manual S based on buildin loads calculated in accordance with ACCA r " ° insulation and an gaps in the air barrier shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS 2 z E a N _ o y g p Manual J or other approved heating and cooling calculation methodologies. .ti, a N N._ N U O L v! sealed. OR HERS RATER L. „ ,... / s o ° o ° 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value New or replacement heating and cooling equipment shall have an efficiency .. i ,j ° �, ° ° E a= ° CL of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at g �� J i wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see SEALANT I shall be scaled. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment (Mandatory) non-vented I T,,, .,,,.•,_p r.:,a<.(�,1 : , ::,is n: ; i' rr nn Walls The junction of the foundation and sill Cavities within confers and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. t'''�'"" 'J'' ,Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air barrier. W � Windows, skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION ry n shall be sealed. ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR DESIGN TEMPERATURE TEMPERATURE TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'(db 63'wb) 57,5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingand extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unverted crawl spaces Wlnere provided instead of floor insulation,insulation shall be 9 15 7.5 71.5 M 30% 45-55% shall be covered with a Class I,black permanently attached to the crawlspace walls. �LLI vapor retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) 1- taped. CV Z Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) t _ - WINDOW N Q shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL'.' " RATE FACTORSa• b I W unconditioned space slhall be sealed. 24„ U) W RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW L1 Q AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION Z W U SEGMENT DEVICE CONFORM TO n W U)Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FLOOR correct density without any voids or gaps or FaCtOra 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED FLOO compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a. For system rt n time values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED determined by interpolaJon. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED ~ Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE T h b. Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal H envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. TABLE M1505.4.3(1) 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW ►� A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS — ' ' °" r ",_ '' ' AIRFLOW RATE WHERE THE OPENING Is IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior Nvalls. There shall be no voids or REQUIREMENTS 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION hl gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � installation readily conforms to available space shall NUMBER OF BEDROOMS ENERGY COMPLIAI4CE STATEMENT. t� extend behind piping and wiring. " TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 3, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE a JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 QI L„ Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be FLOOR AREA 0- 1 2-3 4-5 6-7 >7 T, U� � a� �•• o exterior wall showers and tubs slhall separate them from the showers and insulated. (square feet) COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. v z tubs. Airflow In CFM N 1101.14 (R401.3) Certificate (Mandatory) Q 1-1 cd Electrical/phone The air barrier slhall be installed behind electrical or < 1,500 30 45 60 75 90 box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall w b �' o in the space where the furnace is located a utility room or an approved location inside the building. U en°O -0 HVAC register HVAC register boots that penetrate building thermal 1,501 -3,000 45 60 75 90 105 p y pp g CD ." boots envelope shall be sealed to the subfloor or drywall. -- - - Ca„k and seal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit C 3,001 -4,500 60 75 90 105 120 1 rot igl,opp miq directory label, service disconnect label or other required labels. The certificate shall indicate the ���ED AAc � o � r-I " Concealed When required n be sealed,concealed fire sprinklers shall ^,, predominant R-values of insulation installed in or on ceilings, roofs walls foundation components C�� Hee ti�� �' sprinklers only be sealed in a manner that is recommended by the f p g , p 4,501 - 6,000 75 90 105 120 135 manufacturer.Caulking or other adhesive sealants shall not ; . , such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results wall ls or ceilings. 6,001 -7,500 90 105 120 135 150 from any required duct system and building envelope air leakage testing performed on the building. kIl IC = insulation contact. >7,500 105 120 135 150 165 Where there is more than one value for each component, the certificate shall indicate the value '' covering the largest area. The certificate shall indicate the types and efficiencies of heating, .; a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For sl: 1 square foot=0.0929 m', 1 cubic foot per minute=0.0c04719 m3/s. a rE` .y0 cooling and service water heating equipment. Where a gas-fired unvented room heater, F ` R`yid hSLI',n1°r, v',alher-stw d"°r electric furnace or baseboard electric heater is installed in the residence the certificate shall ( ecpnrrn<nh!d) opw'rut anl ' I.linnnum R' n throOmld Nall Access panel indicate gas-fired unvented room heater,„ "electric furnace„ "baseboard baseboard electric heater,„ Weatherstripping and insulation as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, / Detail electric furnaces and electric baseboard heaters. R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED ATTIC MTD GAS FURNACE UNIT BITUMEN SHEET USED IN PLACE OF Minimum Clearances to Combustible Materials NORMAL UNDERLAYMENTAND 1st FL. METAL STRAPPING Position Sides Rear Front Bottom Flue Top EXTEND FROM THE LOWEST EDGES OF REFER TO Upflow U. 0" W C 0" 1" ALL ROOF SURFACES TO A POINT NOT TYP EXT.WALL TOP OF FDN. DWG-2 FOR Horizontal 6" 0" 3" C 0" 6" LESS THAN 24 INCHES INSIDE THE — — - — - — DETAILS C=11 placed on combustible floor,the floor MUST be wood ONLY. EXTERIOR WALL LINE OF THE BUILDING. TYPICAL ROOF CONSTRUCTION ON ROOFS WITH SLOPE EQUAL OR GREATER Class AAsphalt Roof Shingles w/ RIDGE BOARD THAN 8/12,THE ICE BARRIER SHALL ALSO BE fasteners per manufacturers specification TYP.FLOOR CONST Yy yYYy #4 REBAR 12"FROM TOP TYP EXT.WALL APPLIED NOT LESS THAN 36"MEASURED ALONG and the NYS CODE.THE ROOF SLOPE FROM THE EAVE EDGE OF THE Underlayment as per section R905.1.1 & R802.4.6 COLLAR TIES BUILDING installed per Table R905.1.1(1) #4 REBAR NEAR THE SHALL BE NAILED with 4 10d Ice&Water barrier as per section R905.1.2 BOX NAILS IN ACCORDANCE (2)2x6 P.T.SILL PLATE WI MIN. q THIRD POINTS WITH FASTENING SCHEDULE (Note: Double underlayment is required TYPICALANCHOR BOLT -R403.1.6 o) SILL PLATE for Roof slopes between 2 on 12 and 4 on 12) @ N VERTICAL REBAR UJ O MAXIMUM SPACING: 1/2" 72"O.C. rn Framing As per plans with 1/2"exterior grade #4 AT 41"O.C.MAX W 12 12 span rated structural plywood Sheathing, EMBEDMENT OF 7"WITH NUT&WASHER. :a U RAFTER/CEILING JOIST HEEL Nail to framing in accordance Fastener 2 BOLTS PER PLATE AND HOLD AT LEAST z > Z ry 7 2x4 C @ 48"oc 7 JOINT CONNECTION Schedules&Strapping per detail sheet(s). �/ ONE BOLT-12"MAX AND 3-1/2"MIN OFF #4 REBAR NEAR THE TYPICAL ANCHOR BOLT -R403.1.6 SHALL BE NAILED Flashing per R905.2.8 ENDS OF PLATES. THIRD POINTS MAXIMUM SPACING: 1/2"@ 72"O.C. W Q rll "HOT ROOF" SHIELD&SILL SEALER TYP. EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. a TOGETHER IN ACCORDANCE R-30 L.D.FOAM GAs - WITH TABLE R802.5.2 — O INSULATION FURNACE d '�' — — - — 2 BOLTS PER PLATE AND HOLD AT LEAST {SEE DWG-1 FOR TABLE) MAINTAIN REQUIRED SEPARATION TYP.CONC. FOUNDATIO TOP OF FTG ONE BOLT-12"MAX AND 3 1/2"MIN OFF `•' '^ c9= WITH SIMPSON H2AAT EACH DISTANCE FROM ALL HEAT ENDS OF PLATES. v, ��^ a UNINHABITABLE ATTIC RAFTER TO STUD. PRODUCING EQUIPMENT TO 2#4 REBARS CONT. • •' W V J =N WITH LIMITED STORAGE COMBUSTIBLE MATERIAL AS PER TYP.CONC.FOUNDATION I MANUFACTURER'S SPECIFICATIONS ANCHOR BOLT DETAIL W W LO TOP OF PLATE AND LATEST MECHANICAL CODE. P. FDN REBAR SECTION SCALE: 1/4" = 1'-0° ANCHOR BOLT DETAIL W SCALE: 1/2"= V-0" O �— > J R802.5.2.1 LAPPED JOIST R-30C BATT ��//•��LAPPED NOT LESS THAN 3". INSULATION V J I��// L O O _ SHALL BE NAILED 16d j COMMON NAILS IN ACCORDANCE �; �::• _ 42'-10" 2X8 LEDGER — WITH TABLE R802.5.2 ON DWG-1 I HALL LAG SCREW TO ':'� BEDROOM #4 - H.D. FOAMSTUDS @ 16"Oc; ;:; INSULATION OUTSIDE BASEMENT ENTRANCE SIMPSON SKEWED BEDROOM #1 A --------+ I--' O HANGER @ EACH `' 8' CONCRETE WALL ON MIN 16"X 8" Q W r^ EE FOOTING WITH 4"CONCRETE LANDING& ' v! RAFTER 4"DRAIN TO DRYWELL,CONCRETE STAIR ' W J a 12 = MEETING R311.7-STAIRWAYS. 2;x 6 DECK JOISTS @ 16"oc f�^/� J LL 7 j:• — TOP OF SUBFLOOR HANDRAIL PER R311.7.8, 34"-38"ABOVE 2#2 x 6 P.T.GIRDER C/) O — ' — - - — NOSING. 36"HIGH GUARD RAIL ON O TOP OF PLATE TOP OF CONCRETE WALL. 1 'DECK FOOTING z J (2) #4 REBARS ABOVE DOOR OPENING, SEE 13 DETAIL ON DWG-2 O Z 1/2"PLYWD PLYWOOD F OTING SIZE PER TABLE , -............................................ P - R-30H.D. FOAM WITH VINYL SOFFIT ; --- 6 7/' WRAP HEADER IN INSULATION FLUSH LVL , R607.3.1 FOR DECKSry R-30 H.D. FOAM 1 AZEK BOARDS -- -- --- -- ------------ • PECK LATERAL HOLDOWNS n O INSULATION SIMPSON DTT2Z w/(8) r 4"AZEK BEADED PORCH SOFFIT ON /4"X 1-1/2"SDS SCREWS FURRING STRIPS o v �? UP O T-0" WITHIN 24"OF EACH END 'v v JEE DETAILS ON DWG-2 En SEE DET ON DWG �, 2 ; 3OX16 SLIDER g FOYER _ __ _ _ _ _ _ _ � _ s= FAMILY ROOM _ .R�L3"- ------ - -------------- - ' ._. ° s E N -- - -,- - - -,- --------------------------------------- -�-- m as ` 1 •- p. d o o • • • d p. O • p 3'-�" a-• • . d I • • • • p ' • • • Y , N rn a7 2 ° p•° N ♦ p• s 0 d r s e p. e • o p• d • • , � Lin 'n� °o 1 .. ............................ ... .................................._�. ...._..... ..._.................._...... . .' 1 rn o U C U N ` >. R 21 H.D.FOAM ♦ ; - EXTERIOR INSULATION .- 0 1 I ° I _ o a) o o 0 ' I o 1 LIGHT a , ' ' L v, rn w 0-Z5 0 �t , o I ' • ' _ U c c o TOP OF SUBFLOOR o[ 1 ABOVE o c o - I , 1 1 �• O m m • .. TOP OF FOUNDATION =r !� I EGRESS ' 1 4 1 aa) w 2 in `o @ EL Q � ' ° ° - - - - - - - - - ccaa ,°p O H irnl rn O I ' ' ~ 'di.2 Lcc�3 °, a) o' •D R-30 H.D. FOAM 1 0 0 1- O 1 1 c ° Z, ,n d , O -� IO o rnw._ f INSULATION I-� ° b• b• I� -' -' I 1 1 Lr 1 1 O UNFIN. BASEMENT ° 0 ' C �•� M ♦ L� , , TYPICAL INT.FOOTING/COL 0 AS PER SECTION R506. o ' O O I 1 1 O c ° °o w o f a ', 1 4 1 N I Q 0 1 1 I W o C•� ° Ul.2 LVL GIRDER Q Q 24"x 24"x 12' THICK 1 1 -o c a� tL 4" CAST-IN-PLACE CONCRETE I '= .o E c -_ 2 ° c a ' ► i • • v ♦ v . . . v •o v ; m SLAB Wl6 MIL VAPOR BARRIER ,M o FOOTING&3"DIA STEEL °' CO P c 7S D• ' '---'- ---'-"'---- ----- ,� LL U_ CAST-IN-PLACE CONCRETE ' ' U) L L) Ln N m 2 m m ° N UNFINISHED o 1 - --- -------------------- 1 1 `�0 a•E m ° 1 co 1 I X a) C V °L.. _ ♦ , I N COLUMN , , o toCoa cco2 0m 4� ;a BASEMENT ',t — - -r 1 ♦ 1 I , . co � � � � � � � >= a=_ ° a 11'4" 1 ,29'- , ""CANTILEVER FLOOR ' T-4" 7'-5" T-6'/" 1 518"FIRE RATED GYP BD SOFFIT& R-30 BATT INSUL TYP.BASEMENT SLAB ♦ ; TOP OF FOOTING 1 4 ----__-- 1 • 1 , I 1 1 ~ r; 1 ; ♦ =.(3)1- /4"-9-1/2 LVL.-... (3)1-3/4"x 9-1/2"LVL _- (3)1-3/4"x 9-1/2"LVL N 1 . .ir. =t=--=__ .......................L. 1 LO e ; ' ' ... .......... ' ® ' ........... ................... 1 1 1 1 • 1 , I ---,- j 1 1 l v l 1 • 1 BEAM -----' �� I =_____�__ -- �-BEAM-' 1 .• 1 SECTION A TYPICAL SOFFIT CONSTRUCTION. ; ; CrYP) ------- POCKET • 1 (TYP) , , - , �P) 4 DIRECT VENT 12" overhangs-typical2X4 FRAME' �' 11 �, 1 11 " " 1 ' 1 1 STAIRCASE FROM FLOOR ' __ • HEATING SYSTEM 1 ♦ 1 1 ° TO CEILING. TREATED SHOE , ___ _-__ iD 1 , Mechanical Systems 6 fascia & 6 rake boards. a INSTALL IN COMPLIANCE SCALE: 1 /4 - 1 '� Trim in "azek" or equal ; , ° PLATE AND GYP.WALL BD I rn 1 e 1 INSIDE FACE OF WALL MIN. The Mechanical System shall be W/RESIDENTIAL,ENERGY ' ' 1 1 tO `V , - I 1 1 Metal drip edge per R905.2.8.5 • • ATTACH RAILINGS.HANDRAILS �p installed in accordance with &MECHANICAL CODE p g p o UNEXCAVATED ; ; 34"-38"ABOVE NOSING. Cha ters12-24 of the Residential 1 , 1 ♦ 1 O R302.7 UNDER-STAIR PROTECTION - - --- p Vinyl Soffits TYPICAL GARAGE SLAB - ' ° ; m Code of New York 1 , , n , 4" CAST-IN-PLACE SLAB (/) ENCLOSED SPACE UNDER STAIRS THAT i I - I Q IS ACCESSED BY A DOOR OR ACCESS UJ 1 1 W/6X6 W4.0 X W4.0 WWM 1 • 1 1+? Q PANEL SHALL HAVE WALLS,UNDER-STAIR ' i Li- 0 in ' TYPICAL EXTERIOR WALL ' o ' PITCH SLAB-1/4"FT TO ' o ' M SURFACEANDANYSOFFITSPROTECTED ' ' - - ---- ' OJ 1 ' ' PLUMBING NOTE: INSULATION SCHEDULE " GARAGE DOORS , 2x6 Doug-Fir Wood Studs @ 16 oc. a-- O ON THE ENCLOSED SIDE WITH `i- ' � ALL PLUMBING SYSTEMS SHALL BE SHALL COMPLY WITH 2O18 IECCNYS + ' 1 1 1/2-INCH GYPSUM BOARD. ,fA --------- 0 I o 1 , INSTALLED IN ACCORDANCE WITH & 3RD PARTY TESTING COMPLIANCE Double top Plate and Single Sole Plate. ; • i ; " ; o ;� _UP_513__ N ; ; M PART VII-PLUMBING ; to ' ' PROVIDED BY: 1/2" exterior Grade - Span Rated ♦ 1 1 N � I I 1 , 1 Continuous Structural OSB Sheathing. 4 drop top of concrete IT �0 W ELECTRICAL NOTE: DATE: Fastened per Fastener schedule. ; o as required quiredforgarage O 1 o N O AND WIRING SHALLEQUIPMENT 1 , '� I I ' ' ' i� O IN AND ACCORDANCE:WITH INSTALLED tyVec House Wrap or equal. 1 •----------- ----------------- ; ; ; N ALL ELECTRICAL WITH PART Vill ELECTIRCAL 1 • .- 1 4 1 O LU THERMAL ENVELOPE SPECIFICATIONS ' • -• 4♦ IM < OF THE NYS COD E. A MINIMUM OF 75%PF Vinyl Siding as per clients selection _ - _ ; ;...........�.. ...... .; � LU OF THEN YSCO E.INSTALLED MINIMUM Installed per manuf specs and NYS code. -��-����---- ���--'----"--"-' _____. - ♦ _ ____---- ' CEILING INSULATION: FLAT. R-30 BATT o ---- -------------- -Q -• L ° ' ° i •- e J MUST HAVE HIGH EFFICACY LAMPS. VAULTED: R-30C BATT Cont. load path strapping installed in accordance (2)ANCHOR BOLTS - r • - U o . • e v .a v ". • e v --- ---; 2"SLAB 1 • e v .o v . . • s W ABOVE- GRADE EXTERIOR WALL: with drawings. Provide Fire Blocking in accordance IN EACH CS PORTAL :................................ .. LEDGE ..................................; —, to MECHANICAL NOTE: R-19 BATT IN 2X6 WOOD STUDS FRAME WALL ABOVE THE MECHANICAL SYSTEMS SHALL with R302.11 & R302.11.1 and SECTION-SEE ABOVE GRADE GARAGE WALL: R-15 BATT IN 2X4 WOOD STUDS pp g p DETAIL 3 ON PG 2 r BE INSTALLED IN ACCORDANCE WITH Draftsto I n per R302.12 & R302.12.1 N •----�--'-------- --• a N PART v&vl of THE RC of NYS. FRAME FLOOR INSULATION: R-30 BATT ALL MECHANICAL SIZING PER ACCA WINDOWSISKYLIGHTS: U: 5 0.30, SHGC: 5 0.30 1 °• a ' p a TYPICAL FLOOR CONSTRUCTION MANUAL"S"BASED ON LOADS ATTIC STAIR COVER/ACCESS ' rr��� CALCULATED PER ACCA MANUAL"J" HATCH: COVER: 2 R-13 FOAM BOARD OR EQUIVALENT 3/4" Plywood Span Rated Subfloor, EXTERIOR PATIO SLAB V DUCT COMPLIANCE WITH MANUAL"D" R303.4 MECHANICAL VENTILATION. MECHANICAL SPECIFICATIONS Glued and Nailed in ' � 6"4000 PSI CAST-IN-PLACE SLAB DWELLING UNIT SHALL BE PROVIDED accordance with the fastener schedule. W/6X6 wl.4/w1.4 WELDED WIRE MESH WITH WHOLE HOUSE MECHANICAL HEATING SPECIFICATIONS: z 92%AFUE FURNACES Floor joists and Bridging as per Code. I ON GRANULAR COMPACTED FILL. y� VENTILATION IN ACCORDANCE WITH COOLING SPECIFICATIONS: 2 13 SEER AC EQUIPMENT 2'-0" 8'-0" 2-4' ; PITCH SLAB AWAY TO DRAIN w SECTION M1507.3 WATER HEATING: FIRED WATER HEATER TYPICAL FOUNDATION CONSTRUCTION MECHANICAL VENTILATION: 12'o" 11'4" ,a'2" 11'-4" in accordance with chapter 4 MECHANICAL VENTILATION z 150 CFM **"MUST USE 6" HARD PIPE*** 3000 psi Air Entrained cast-in-place concrete 42'-10" � t � � PANASONIC WHISPERGREEN BATH FAN MODEL# FV-0511VKS2 a wall on cast-in-place Concrete Wall Footing per , OTHER SPECIFICATIONS R403. refer to Foundation Plan for footing size & o thickness. Concrete Horizontal and Vertical INFILTRATION (BLOWER DOOR): <_ 3 AIR CHANGES PER HOUR Reinforcement per Chapter 4. & gen note #6. d t DUCT LEAKAGE: 5 4/o LEAKAGE FOR DUCTS OUTSIDE OF THERMAL ENVELOPE Damproofing per R406. 2- 2x6 approved Mrn LIGHTING: 100% HIGH EFFICIENCY LIGHTING (CFLS OR LED S) 'y rn ,� APPLIANCES:ALL APPLIANCES MUST BE ENERGY STAR CERTIFIED. treated Sill Plates, Sill Seal And Termite shield per TYPICAL FOUNDATION HEIGHT PER TABLE R404 9'-0"FDN WALL HEIGHT ry Ix 1 O Section R318. Anchor bolts per Foundation Plan 9'-0" High Foundation Wall In accordance with chapter 4. FOUNDATION PLAN o R403.6 MECHANICAL VENTILATION SHALL BE PROVIDED THAT and R403.1.6 BASED ON TABLE R404.1.2(8) group 1 soils. SCALE: 1/4" = 1'-0" c) ' v MEETS THE REQUIREMENTS OF SECTION M1507 C QED A% � �'� o � M � R403.7 HEATING AND COOLING EQUIPMENT SHALL BE INTERIOR WALL FINISH VERTICAL REBAR: TYPICAL ANCHOR BOLT -R403.1.6 TH SIZED IN ACCORDANCE WITH ACCA MANUAL J BY A Provide 1/2" Gypsum Wall Board on ceilings A. Maximum backfill Height @ 8 feet: use NUT MAXI&3'SQ WASHERMUM SPACING: . 2 BOLTS ER PLATE AND HOLD AT LEAST CERTIFIED THIRD PARTY RATER. and walls except basement walls & clgs - unless 8" poured concrete wall on 16" x 8" Concrete wall footing, ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. noted. Min 1/2" Moisture Resistant Wall Board on WALLS: #5 Rebars vertical 41 " on center max. 1. Walls 24 inches total length or shorter connectingoffset braced wall Ceiling and all walls in Bathrooms (humid areas) panels shall be anchored to the foundation with not fewer than one anchor bolt L �� located in the center third of the plate section and shall be attached to adjacent and 5/8 cement board on walls and ceilings in wet areas. HORIZONTAL REBAR: braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) a=� -A ¢ Provide 5/8" Fire Rated gypsum wall Board on walls B. Greater than 8 foot Wall Height: One # 4 bar within 12 inches of the top of 2• Connection of walls 12 inches total length or shorter connecting N �--� 4 and ceiling located as per code, manufacturers wall and One #4 bar near the third points in the wall story. offset braced wall panels to the foundation without anchor bolts Shall be permitted. requirements and drawings. The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) I' ,,,,,=a,,,,,,.,.............. ...................a.......... .a,«��.�r.�rr GUARD RAIL NOTE: --------------- - - - -Q----------' - ••-----------�---------- VENTS: % - 1 1 I, I I ------------- Porches,balconies or raised floor CODE COMPLIANCE STATEMENTS: ' ROOF �L 4"VTR P3103.1 ROOF EXTENSION surfaces located more than 30 inches ' ' OPEN VENT PIPES SHALL above the floor or grade below shall ;I EXTEND MINIMUM 6"ABOVE have a railing not less than 36 inches 1. The windows selected for this project shall meet THE ROOF OR 6"ABOVE THE in height. Railings shall have Top rails and egress the a requirements of R310. ANTICIPATED SNOW ACCUMULATION. Balusters and Bottom rails that are g 2„ ••••, -• 2" NO MORE THAN 4 INCHES APART 2. All windows shall meet Section R308 Glazing and ----- ' •'••• P3103.2 FROST CLOSURE: EXCEPT:the traingular openings formed R308.4 Hazardous locations. 11 �' - WHERE THE 97.5%VALUE FOR by the riser,tread and bottom rail of the 3" ,3 OUT-SIDE DESIGN TEMP IS 0 DEG F Guard rail at the open side of a stairway 3. Windows were required shall meet the Window Fall OR LESS.VENT EXTENSION THROUGH are premitted to be of such a size that a protection requirement R312.2. W z ": A ROOF OR WALL SHALL NOT BE LESS 6 inch sphere cannot pass through. Q I ,1 1/2" 1 1/2 ,1 1/2" ,1 1/2" • 1 1/2 1 1/2" , 1 1/2" � THAN 3"IN DIAMETER. ANY INCREASE 4. Bathroom windows shall meet the hazardous oV ' IN SIZE OF THE VENT SHALL BE MADE Open sides of stairs with a total rise of :_'____-:-----------------_:_�_::______'_�-;__-_________:___-__--; ;; 2" 2" ; NOT LESSTHEI FOOT INSIDE THE more than 30inchesabovetheflooror glazing requirements as per R308.4 n/ THERMAL ENVELOPE OF THE BUILDING. grade below shall have guards not less 5. Stairs, landings, railings & guards shall comply LL " 2 ND FL. than 34 inches in height measured with R311 & R312 W Q II 3 vertically from the nosing of the treads. 2" 3" 3" 2" 2" 6. Outside lighting shall comply with RE 3803.3 0 2 o ri - -- - - ' STAIR HANDRAIL NOTE: 7. Stairway illumination shall comply with R303.67 -------- U) --- -- 3 _ and R303.8 W U) II 11 ="-- " Provide Handrail on at least one side $ F bl shall I h 11 2" •; • Fire blocking ng a comply with R302. thru R302.11.2 -- -- --- -- - �- _ ; ; ;; '-• of each continuous run of treads or flight •r. i ki s p i ;; ; 3" with FOUR OR MORE RISERS. 9. Draftstopping shall conform to R302.12 thru R302.12.1 W W ;; Handrail Height measured above 10 Flame spread and smoke develo ed index for walls -' -- ;; ;1 112" 3" ; 1 1/2" ; 1 1/2" stair tread nosing,shall not be less than p '- - -------- " Dw WM 34 inches and not more than 38 inches. and ceilings shall compy with R302.9 thru R302.9.4 ry All Handrails shall be continuous the full o W Q ;; ; 2" length of the stair from a point directly 11. Flame spread and smoke-developed index for -------- ; Eabove the top riser of a flight to a point insulation shall compy with R302.10 thru R302.10.5 ,; 1 ST FL. directly above the lowest riser of the flight. 11. Recessed lighting fixtures rated for O Handrails adjacent to a wall shall have a space of not be less than 1-1/2 inches membrane penetration shall meet ASTM Ell ' 4"FAI between the wall and the handrail. ----- ' ; " 3' and Fire Stopping as per ASTM E814 or UL 1479 W 3„ see IRC code for exceptions. Refer to IRC Code for grip size specifications. 12. Exterior Decks shall comply with R507. II 1 ; I 1 I '� , '� 0 W (n 411 W To a New Suffolk County Lots containing up to 20,000 square feet of lot area: 2,100 square feet plus 12.5/o of the (n -� O PLUMBING RISER DIAGRAM a p a - +•_______ _____. +I Approved Sanitary System lot area in excess of 10,000 square feet u to a total of 3,350 square feet maximum. o Ur Z .r__r__r_ - a__tiers-_•. .'rrrrrrrr - -.-.-..s_�.'. Not to Scale a" 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 � o 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 ROOF PLAN A SCALE: 3/16" = 1�-0" ATTIC MTD GAS FURNACE UNIT A --------- Minimum Clearances to Combustible Materials Position Sides Rear Front Bottom Flue Top ; E•y m Upflow 0" 011 W C 011 111 o a N Horizontal 6" 0" W C 0" 6" 42'-10' m or m E 2, o 0 0 C=If placed on combustible floor,the floor MUST be wood ONLY + 2.5 w E r 30' 10'I WOOD STEPS AND LANDING ; o �',t ° co TO GRADE. HANDRAIL& ; i'c z a ° m ' GUARDRAIL AS REQUIRED , .: .0 y rn °2) Q•0 s `o 1 V-4/z" 13-4/.' 6'-1/," + ' + ' + BY CODE ' c o� o `o FRAMER TO VERIFY CENTERLINE& E 2 2 a Y m a HEIGHT OF WINDOW OVER KITCHEN uci, ? In o 'm n a`o c 3 SINK WITH KITCHEN LAYOUT PLAN u 0 3 s c.E 3 o m r - - - - - - - - - - ESS - - - - - - - - - - - EG ESS - - - - , I I I 1 PROVIDED BY BUILDER. c�0 0 1�5 1 ' VENT CLOTHES DRYER , y c 0 m v o w - TW3046 TW3046 IN ACCORDANCE WITH r - - - - - ' - - - - - - - - - - - - - - - -i L n E N o a 3 E`o If I CHAPTER 15-CLOTHES , J o "` t 2 2x8 2 2x8 I DRYERS EXHAUST. I I I u F- ip.: o co m c m TW28410 T �28410 TW30210 N Z Q �'N f0 2 `6 \ p I I N U m+3 C•�' Q Lo C N C a O FC-411 „ I co 5 P m Eat o a�0 5a411 10'-3" 0" 11'-3/2 " c a E m m y o r, o I 3 1/2"x 9-1/2"LVLI L o = L c o 5'/" 5'/z" ' 3'/z"� 3'/z" o 5+/," 3'-6" ' 2'0' 2-2x10 2-2410 , ----_ 1 1 o o m o 3/�" o I I I 1 '-0° I I N I D IN I , , I , t o o fan BEDROOM#4 BEDROOM#2 En 0 9'-0"CLG HT ; 9'0"CLG HT of In w o N cv 8' 0"CLG HT ; It I N N 31_61, W' I ,� in Z I N I I FAMILY �) ( h KITCHEN O I J-'' 00 N ' N O O O = O U7 I m a I ' o C° w I I N -�' ROOM -�' r _ ' v 9'0"CLG HT !I 16- K ' .I v `" N X �, I =r O I 9'-0"CLG HT O I O IO 0 ;,o �J' X N I , U)LU O I O I SEAL&INSULATE 2'-8" O' Ln O i _LU ATTIC STAIR PERN {v ' S NC7 SECT. 1102.2.4 R151N __ o I O ILL z 2'-4" 2''6" 2'-6' zxa wooD o o I \ ; I SEE DET ON DWG-3 STUDS _ 1 J. 1 O 1 + O I N , LL I X U O I M ' O „ 1" 5'0' I R302.5.1 OPENING PROTECTION. N co X WALK-IN ; Q I,PUII „I. = INSULATED SOLID CORE I N N I CLOSET ° 'gown r' N STEEL DOOR, I I I I I I 8' 0"CLG HT = _ '2x12 RIDGE _ Stair r I I 20-MINUTE FIRE RATED DOOR. I I I , 2-2 ' , , , , W/SE SELF CLOSING OSINGDEVICE. I , 'EACH WEATHER STRIPPED 2'-15" . cV <D CO I - - 8'-0"CLG HT ( _ �� pN I R312.2 WINDOW FALL PROTECTION NOTE: N „Pull I - `' 316,1 71611 i -------- ; 1', rr ; LIN ® cti I o v w 1 own I +D _ I +D 4- :7 CL - N TOP OF THE WINDOW SILL SHALL ti "-----r` I fair r I "3'/" 3'/�" ' IrT `� I " "' I , , I t> ' (3)1-3/4"x 16"LVL FLUSHa 3-1-314 x 9 1/4"LVL FLUSH________ •---- fan BE A MINIMUM OF 24"ABOVE THE FINISHED R151N _ - ---I r , _-- 2-2X6 I , r I 2X4WOOD I ------ --�------------------- -I-------- I- -- ---- ------------ - ---------------------------------1- ' -- -------------------- 'FLUSH ' N _ - 2'-s FLOOR AND GREATER THAN 72"ABOVE THE I � r I STUDS ------ --- 0 , 2 2X4 O I FINISHED GRADE OR OTHER SURFACES ' 11' 10/z 1� r w 15'-0" � 0 8'-10/z 2'-4/z 0 3/z" , II I , , I I tk, .I , ,I F- co BELOW ON THE EXTERIOR SIDE OF THE "__+__,ifl POST 3 -- --- , `' --------------------�+� +o __ 11'-311 M RIDGE s / C I BUILDING. SHALL COMPLY AS FOLLOWS: +� _ _______________________________ �� N Z --- ---- 1 2x10 FLOOR JOISTS alb 16"D.C. _ _ _ I O o n � / I ^.i (2)1-3/4"x 9-1/2"LVL I �� � -------- 31711 811 I R312.2.2 WINDOW OPENING CONTROL DEVICES: I o cV a" I °° -------- WINDOW OPENING CONTROL DEVICE SHALL ---------3•,4RAGE--------- I R302.7UNDER-STAIRPROTECTION o o b / \� �� ; ________ 11'3" \ ( COMPLY WITH ASTM F 2000. THE OPENING DWELLING GARAGE , I i ________ ENCLOSED SPACE UNDER STAIRS THAT LU - t 1n I DEVICE AFTER OPERATION TO RELEASE THE ' SEPARATION IN ' I , , ISACCEHALLHASSED By ADOORORNDER-S LU J � ACCESS co � o I \ r � ( � U H I I , PANEL SHALL HAVE WALLS,UNDER-STAIR (n ��* I N ' f � o,- -------- DEVICE SHALL ALLOW THE WINDOW TO ; ACCORDANCE WITH I ;= I = SURFACE AND ANY SOFFITS PROTECTED Z W ' ________ I TABLE R302.6 I _ ___ ON THE ENCLOSED SIDE WITH - � �Ul1 -- l9 I I I I I Q v J U I ` ' tv I _� < Z I 2x6 CEILING J ISTS @ 16"oc FULLY OPEN TO MEET THE CLEAR OPENING , SEE DWG-1 FOR TABLE, �° __--_-_ _J �p 1/2-INCH GYPSUM BOARD. ry ; / 2x4 COLLAR TIES @ 48"oc \ I AS REQUIRE TO MEET EGRESS R310.2.1 °° ; INSULATE WALLS ; I � �� -Ill ' '� c w O I `/ ' �G LU O _ __--_ °' COMMON WITH LIVING I I ; _ ---_-- -' .`J ~ -' r X Lu v / /BEDROOM#3 \ I ' AREA. ROOM \LIVING �J J & 11 0 BEDROOM#1 Ir y "' d I I ,= 2 2x10 0 zg I \'o `XN 9'-0"CLGHT o I; ' I � DINING 0 , 10'-0" TRAY CLG N , UJ ' I ; PROVIDE: HEAT ; I � ;m a, N w`o I % _ - - , - / c� WINDOWS, EXTERIOR FRENCH & SLIDING DRS Y-O"CLG HT ( ( ROOM X v U ' N \ Plans indicates ANDERSEN series 400 Tilit Wash ' DETECTOR PER R314.2.'1 I ,x x H N cfl X I tY I i ; I � '� , � v 9'-0"CLG HT N N I I I 2'-1" N ' Model Numbers and shall be In accordance with R609 I �* "' To be designed & installed as per manufacturers 2-2x12 N specification for 130 ultimate design wind speed G 3 2x1'0M•- H 1'W1832 11'-3" \ I and Table 301.2(2), 301.2(3) ' \ I - � 96X96-COUNTRY 3 PANEL o ' 2-2x10 y Provide HP LOW-E4 glass; U = .30, SHGC = .30 3 zxlo - -�- 3-2x10 EGRESS: shall meet R 310 WINDOW FALL PROTECTION: shall meet R312.2 , , ; CONC. TW3 10-2 ; TW30I410-2 I I TW30410-2 , I , I STOOP L - - - - -EG�SS- - - - - _ - - - - - - - - "' 2_2X8 ----------- ----------- See --EG SS- Substitutions made upon meeting Code. TW3o410-2 1 page one, general notes for additional code requirements. , 4'-0" V, ~ 4'-0' - - --�-- ----- - - _ I Q Z V O Smoke Detector [--Ill d o ct Carbon Monoxide Detector COMPOSITE ►-� M co Refer to DWG-1 General Notes o I In accordance with Section 915 of the 2'-0" a'-o" 2'-0" ; ,T� bA Oo s'o" s'-o° 3'S" 3'5" s'o° s'o" 2020 IFC, R314, R315 of the Residential �/ x .>~ code of NYS 12'-0" 12'-0" 6'-10" 12'-0" F-` � r+ 12'-O" ;6'-1 0" 12'-0" 42'-10" O � � �0'-10" [NY]915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancy ; `<.p• J dG ,� 9' PLATE HEIGHT Carbon monoxide detection shall be Installed in a central or otherwise approved AREA SCHEDULE 9' PLATE HEIGHT A __-_----; AREA CALCULATIONS: AREA SCHEDULE A --------• location In each occupiable space in a commercial building and within 10 feet of NAME AREA 1 ST FLOOR PLAN LOT AREA = 105 X 100 =10,500.00 SQ.FT. , r 2ND FLOOR PLAN the entrance to sleeping areas and sleeping units in residential buildings GROSS 1ST FLOOR AREA 1218.8 s ft. ,I _ I I, UP TO 20,000 SF =2100 X 12.5%OF 500 SF ? NAME AREA and commercial buildings that: q SCALE: 1/4 - 1 -0 .\ 11 _ I 11 9 =62.5 SQ.FT.+2100 SO FT. SCALE: 1/4 = 1 -0 SECOND FLOOR AREA 942.7 s ft. GROSS FLOOR AREA 1218.8 sq ft. q FIRE BLOCKING SHALL BE INSTALLED =2162.5 SQ FT 2ND FLOOR AREA INCLUDES STAIRWELL OPENING 1. Have a communicating opening with an attached motor vehicle related occupancy, 4j a 2. Share one or more common walls with an attached motor vehicle related occupancy,or TOTAL FLOOR AREA 2161.5 sq ft. IN ACCORDANCE WITH R302.11 :' SECOND FLOOR AREA 942,7 sq ft. p y' THRU R302.11.2 AND DRAFTSTOPPING LOT COVERAGE: = 10,500 SQ FT X 20% =2100 SQ FT 3. Are located one story above or below a motor vehicle r lated occupancy. PER R302.12 THRU R302.12.1 PROPOSED LOT COVERAGE = 1265 SQ FT TOTAL GROSS FLOOR AREA: 2162 sq.ft. ALLOWABLE SQ FT 2162.5 sq.ft. 7 CONT.RIDGE VENT TOP OF ROOF _ — _ — _ — _ — _ — TOP OF ROOF CONT.RIDGE VENT 12 12 ASPHALT SHINGLES 7 7 w z U 0 W <C CONT.RIDGE VENT TOP OF PLATE 0 - _ — _ _ — _ - _ — _ - TOP OF PLATE �� � O v! W Cn W W �/ z ASPHALT SHINGLES c 0- o� Cn (Y O O 0 = - _ — _ — _ TOP OF SUBFLOOR TOP OF SUBFLOOR o 12 - o � W - — _ — TOP OF PLATE — _ 7 - - — - TOP OF PLATE f I— O ED 0 W C) "j W J ILL O CD O _ n z O o � W 050 CL TOP OF SUBFLOOR_ — _ _ _ _ TOP OF SUBFLOOR c o TOP OF FOUNDATION 4 TOP OF FOUNDATION rn o N o OLN O uo 77 T" WOOD STEPS AND LANDING I o c 2C, o N TO GRADE. HANDRAIL& m 0 --- - ono 00 -Qo I � � GUARDRAILAS REQUIRED I R303.8 Exterior Stairway Illumination I , I , , , , I I I I �.y c o m�- a o c 3 BY CODE I I I I I Exterior stairways shall be provided with artificial light source I I WINDOW WELL ' ' I I c.- 3 r o s 3 0, located at the top landing of a stairway.Exterior stairways TYPICAL `JI 0- In, 0 o o m t w L J L J I providing access to a basement from the outdoor grade I °' l I L J M level shall be provided with an artificial light source located ' ' I I t m N a� w 3 `o E p y, g RIGHT ELEVATION ; ; I Ior o 2� at the bottom of the stairway. „ o 0 SCALE: 1 /4 — 1 —0 I 2a 2 u I I I i I I I a �, � � o c 5-E-m o-o to o ° E C' - - - - - - - - - - - - - - - - - - - - - - - - - - �' - - - - - - - - - - - - - - '� TOP OF FOOTING - — - — - — - - - [t _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - — - - TOP OF FOOTING L O D p O C — N I-' U to t9 a• H l6 E a.0 O a REAR ELEVATION 11 CONT.RIDGE VENT ,SCALE: 1 /4 - 1 -O TOP OF ROOF - — _ — - — _ - — - TOP OF R OF CONT.RIDGE VENT ASPHALT SHINGLES 12 12 7 7 12 12 12 12 i 12 12 12 12 - _ TOP OF PLATE TOP OF PLATE 11 121 H 12 8 j g � N Z N Q 0 o O 0 °' ASPHALT SHINGLES LLj b, � W U) 01.1 Z > < o 5 W U U 0 12 _ TOP OF SUBFLOOR _ TOP OF SUBFLOOR 7 -TOP OF PLATE — - — - - _ — _ Z _ —. TOP OF PLATE �h� \./ q WOOD STEPS AND LANDING o� TO GRADE. HANDRAIL& GUARDRAIL AS REQUIRED BY CODE a Li Li Wz o TOP OF SUBFLOOR - _ — _ — _ c , STOP OF SUBFLOOR U ~ - - - TOP OF FOUNDATION �,y/1 H �all — _ — _ — _ _ — — Liu, Ll — _ — _ TOP OF FOUNDATION ---- I - - - - - i ii I I I I I I I ,QED q LEFT ELEVATION FRONT ELEVATION O SCA IE• 1 41► _ I II SCALE: 1 /4n _ 1 I_o11 I I I I I / — 1 -� I f , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - r - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF FOOTING �E TOP OF FOOTING I _ I � _ _ � - - - - - - [ Z � f e BRACED WALL PANEL a' PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 2-1 2-2 2-A 2-B C4t1TIrl�JiIIJSLY'SHE=THED ER=.0 EG �.LL U JE TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP/CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP E=j:E >LL uE BRACE WALL LINE SPACING(FT)b' 21 21 34.8 34.8 23 23 22.8 22.8 BRACING METHOD TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 24"!18" 24" 24" 24" 24" 24" 24" z CS-WSP CONTINUOUS SHEATHING W O WOOD STRUCTURAL PANEL TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 9 9 15.5 15.5 5 5 5 5 U DETAIL #1 ON DWG-2 HOLD- TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c z PET„=% j'E/z/ D01.1111 CS-P F CONTINUOUS SHEATHING 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 W F%',EL CE';b=E BRLCED r:L.LL FL.t JEL L,T PORTAL FRAME EE+CE ': ELF+'.ELuTin 2 EtJDOFER-CED::L,LLUIIE D ETAI L#3,DWG-2 O END CONDITION 1 END CONDITION 2 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 U) I--- �-- CN i1 'llUc�"crE.-uc� .<_4 LLLi!,= - C� Tr,L EL,`��,T GB GYPSUM BOARD 3. WALL HEIGHT 1 1 1 1 .95 .95 •95 '95 W 5 BRACED WALL NOTES: 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 W 7 W REFER TO DETAILS ON DWG-2 5. ADDITIONAL 8001b HOEDOWN DEVICE z FOR HOLDOWNS,STRAPPING, BRACED IL / WALL DIAGRAMS AND DWG-1 O W Q FOR NAILING SCHEDULE. ALL BRACED 6. GYPSUM BOARD OMITTED SECTIONS F WALL WITH NO VERTICAL �/-� N WALL PANELS SHALL BE FULL-HEIGHT > J EL O7/m/ R HORIZONTAL OFFSETS. 7. GYPSUM BOARD FASTENING uJ 0. O cT c E:Z EG .V-4L EL BWL t' - - - - 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 O K Et;7 OF ER:.CEC-t,�LLLLIr,E -.L�F>:,EEL BRACE WALL LINE � W RESULT REQUIRED BRACED WALL LENGTH FT 9 9 15.5 15.5 10 10 10 10 END CONDITION 8 END CONDITION 4 ( ) REQUIREMENTS TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 3 �- t•=Ape -� 1. BRACING REQUIREMENTS AS PER TABLER602.10.3(1) Q W vJ Return panel: 24"for braced wall Imes sheathed vwrith 2, MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 PER PLAN BRACING LENGTH PROVIDED (FT) 16 14 16 22 10.8 9.5 12 12 wood strLJctura' panels 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 W -J H 32" for braced wa'I !'ties sheathed w;1h 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE structural f€be-board SHALL BE OFFSET NOT MORE THAN 4 IFEET. COMPLIANCE YES 1 NO Y Y Y Y Y Y Y Y O V 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL Distance D: 24' for braced titia.l ,I tlled b'wa,l t THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. a. Linear interpolation shall be permitted n z Imes rhea 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different,wood O ood structura! panels END OF A BRACED WALL LINE the average dimension shall be permitted to be used for braced wall line spacing. 32" for braced wa'l i nes sheathed with 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL �/ PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE ABBREVIATIONS; BWL=BRACED WALL LINE, L.t_ O structural f berbca�d. ^LLFA,C R602.10.2.2 BW=BRACED WALL, I� END CONDITION 6 Hold-down 800 Ibs canactty fastened to the edge of the CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL r device: braced �;'al: pane'closest to the comer and CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION to the fcundat on cr f:eor f-amaig below y E•0 For SI:1 inch=25.4 mm, 1 foot=305 mm,11b=4.45N o a y FIGURE R602.10.7 rn m ED O1I a ` m END CONDITIONS FOR BRACED WALL LINES �U ""'2 U G O C y O WITH CONTINUOUS SHEATHING a = z CL 0 a c @ 4, O U 0 M C U f017 n JE:2 0-�, O O.� OL O U_ Uw�O O y O Y N !n = C 0 M­ a CL 0 r O 42' 10" Nw -23 r '6.E� 3a3 4'0" 22'-10" 4'-0" m o o c m o c a U@ c m , HORIZONTAL BLOCKING MAY BE OMITTED PER TABLE R602.10.3(2)WIND ADJUSTMENT FACTOR m 'SI mI � I 4-0 ' 'a'off Soc o a o : -6 7/16" r3-6 11/16„ 4' _ E2 co34'-10" 4-0 N s U� En�a 2 2.CS-WSP , I ' HUencoa rCUEn�on m c iiE m a�� f 0= 4_p I I 4,-0" O d I I Q 1 m CS-WSP CS-WSP C5-WSP CS-WSP U I U BWL 2-1 I O I aa. Cn ' v d� m BWL 1-1 Z I - - - - 8'CEILING HT po W 1 00 z w ' Cn v ~ I Z o , p N ¢ ' O - W Z i a � I i •J it � v i M I , F U ch - ----- W w - W . O co --- I N V7 m -O' --- ( 4 O z QN _------- I ~ N ' -- ' N CD W I tY I I 6 Q m -------- I W W 0 -- - -- z w v CL m00 W U -------- V ----- - ------ Ur - Z Z ' ' I I , i ------ - - -- N i Y I i 0 I � _ ----- i m -- T z I F� BWL 2-2 i ' N BWL 1-2 - - - - - - - - - - - 1- '- - - U3 W .� a - c� ' co �- � � v I V S-WSP CS-WSP CS WSP I - CS-WSP CS WSP CS WSP ' CS-WSP CS WSP CSWSP '-- 2' 10 5/16" I 2'-10 5/16" 2'-10 5/16" , , > M 2' "10 5/16 4'0" 22' 10" 4'0" 2'-9 13/16" 2'-9 13/16" 10 13/16" 10 O 13/16" 30'-101, IAED HORIZONTAL BLOCKING MAY BE OMITTED PER TABLE R602.10.3(2)WIND ADJUSTMENT FACTOR 4'0" 34'-10" 4'-0" HCCy�� O p �i to 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN ' SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" NEB r 3