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Home My WebLink About51701-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#: 51701 Date: 03/03/2025 Permission is hereby granted to: Friedman Henry P Liv Trust PO BOX 1868 Apopka, FL 32712 To: Construct a new single-family dwelling as applied for per SCHD. Premises Located at: 295 Grange Rd, Southold, NY 11971 SCTM#78.-1-4 Pursuant to application dated 01/23/2025 and approved by the Building Inspector,. To expire on 03/03/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,803.50 CO Single Family Dwelling-New $100.00 Total 2 93.5n Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 `� Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.sou:tholdt wwnn .Gov �� s, Date Received APPLICATION FOR BUIL,DING PERMIT For Office Use Only Y N PERMIT NO, D Building Inspector: N 2 3 2025' 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)shall be completed. Date: OWNER(S)OF PROPERTY: Name: �l fa & l> � SCTM#1000- Project Address: � cy r ok'h 3 ► a Phone#: _ 3 91 © Email: Mailing Address: v► uF t7.0 CONTACT PERSON: Name: l''l j R A-tJIVA A Mailing Address: d 15,3u�yr o+ o� i r '�F. J t ); one : 1 V d FEmail: DESIGN PROFESSIONAL INFORMATION: Name: ". Mailing Address: Phone#: J 1 0 S Email. CONTRACTOR INFORMATION: Name: lC4 1 Q � Mailing Address: Phone#: 611 — r (/ f '� � ��" _ � � Email: DESCRIPTION OF PROPOSED CONSTRUCTION *ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes XlNo Will excess fill be removed from premises? ❑Yes NNo 1 PROPERTY INFORMATION Existing use of property: S a— \ Intended use of property:. Zone or use district in which premises is situated: Are there any covenant and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. CI eC P Ui,fiei )) d)ii 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 Departmerrt 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 descrlbed.The applicant agrees to comply with all appllwble laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In buildingls)for necessary inspectlons.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210A5 ofthe New York State Pena Application Submitted By(pf nt name): (tin/��L p 19 N ,.i � �� ❑Authorized Agent Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF R" 'jf-J A ALI C2kA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Ow h cY (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of . U 6 _,20_ �- Notary Public Kristine A Fuller 0krION Notary Public,State of New York No.01 FU6357205 (Where the applicant is not the owner) Qualified In Suffolk County My Commission Expires April 17,202 S 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 ✓"'�"""" DATE(MM1123025 ACC OR" 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(S). PRODUCER CONTACT NAME" GIACIZZO INC/GIACALONE INS.AGY PHONE FAX 57 EAST MAIN ST,UNIT 3 EWMAiLRS 'GIACIZZOINC@GMAIL.COM RIVERHEAD, NY 11901 INSURERS AFFORDINoCOVERAGE NA#cp CONTACT:JEANINE GIACALONE INSURER A:ATLANTIC CASUALTY INS CO 42846 INSURED 1T#SUR#1R 8: MICHAEL ORS(JR DBA MICHAEL INSURFRC; ORSI JR CONSTRUCTION INSURERk" 40 FRANKLIN AVE INSIIRErzE. MASTIC, NY 11950 INSUR'ERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.'LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFF POLIC EXP II$nR Y LOse027748-3 11/21/2024 11/21/2025 LIMITS TYPE OF INSURANCE JAM idup-Y SUBR POLICYNUMBER MMpD MIL�DIYYYY OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY EACHOCCURREN A �110000 001 CLAIMS-MADE ®OCCUR P I Imo ° $ MED EXP IA one cn $ 5 0V OI�I PE5§2NAL AADV INJURY $ 1.000,000 GEN' W® 2,000,000 LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 0 PRI-JECT LOC PRODUCTS-COMPIOP'AGG $ OTH ^ AUTOMOBILE LIABILITY COMBINED S#NfLE LW-MIC $ Ldentl ANYAUTO BODILY 1NJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accldenl) $ AUTOS ONLY AUTOS PROPERTY OAIwIAGE HIRED NON-OWNED P $ AUTOS ONLY AUTOS ONLY S UMBRELLA LIAB OCCUR EACHOCCURREMCC S EXCESS LIAB CLAIMS-MADE AGGREGATE -or I I RETENTIONS WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNFROEXECUTIUE NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUOEO7 (Mandatory in NHI E.L.DISEASE-EA EMPLOYEE $ If yyoos„descdhe under E.L.DISEASE-POLICY LIMIT $ DESCRtPTIDN OF OPERATION'S befow DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may he attached If more space is required) CAPRENTRY/REMODELING CERTIFICATE HOLDER IS ALSO ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION ADDITIONAL INSURED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD BUILDING DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 54375 MAIN RD SOUTHOLD, NY 11971 At3rI�VOREPRE.SENTAIFFVE a @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD /0 i k1l I N- New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE �' " .M 086600657 � 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 TOWN OF SOUTHOLD BUILDING DEPT CONSTRUCTION 54375 MAIN RD 40 FRANKLIN AVENUE SOUTHOLD NY 11971 MASTIC NY 11950 �tl2L436 UMBER CERTIFICATE NUMBER POLICY PERIOD DATE 52-9 668431 01/27/2024 TO 01/27/2025 1/23/2025 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 OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR W BSITE AT HTTP S://II!gIWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STT SUR NOE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1045871153 i i_na z RK Workers' CERTIFICATE OF INSURANCE COVERAGE °�TA"rIE ,Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MICHAEL 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 if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e., Wrap-Up 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) TOWN OF SOUTHOLD Standard Security Life Insurance Company of New York 3b.Policy Number of Entity Listed in Box"l a" BUILDING DEPT L80603-000 54375 MAIN RD SOUTHOLD, NY 11971 3c.Policy effective period 11/25/2015 to 1/22/2026 4. Policy provides the following benefits: X❑ A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: X❑ A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insuran coverage as described hove. Date Signed 1/23/2025 By (Signature o insurance carrier's auC ored r' ueY N' fin, Insurance Agent of that insurance carrier) Telephone Number (212)355-4141 Name and Title Bebi Ishmail,Supervisior-DBL/Policy Services IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be 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 513 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. D113-120.1 (10-17) 11111111111111111111111111111111111111111111111111111111 Generated by REScheck-Web Software Compliance Certificate Project Brian August 295 Grange Rd Southold NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Orientation: Bldg. faces 135 deg. from North Conditioned Floor Area: 2,674 1`11:2 Glazing Area 13% 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: 295 Grange Rd Brian August Robert James Higgins Architect Southold, NY 11971 Compliance: 3.5%Better Than Code Maximum 1 518 Your UA: 500 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-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Roof Rafters: Cathedral Ceiling 1,890 30.0 0.0 0.034 0.026 64 49 Ambient Walls: Wood Frame, 16" D.C. 3,402 19.3 0.0 0.060 0.060 178 178 Orientation: Unspecified Front Door: Solid Door(under 50%glazing) 20 0.254 0.320 5 6 Orientation: Unspecified Windows: Vinyl Frame SHGC: 0.30 414 0.300 0.320 124 132 Orientation: Unspecified IG Walls: Wood Frame, 16" o.c. 270 19.3 0.0 0.060 0.060 15 15 Orientation: Unspecified IGD: Solid Door(under 50%glazing) 18 0.198 0.320 4 6 Orientation: Unspecified Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ambient Foundation Walls: Solid Concrete or Masonry Orientation: Unspecified 1,863 0.0 14.0 0.048 0.059 85 105 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' FND: Solid Door(under 50%glazing) 20 0.254 0.320 5 6 Orientation: Unspecified Windows:Vinyl Frame SHGC: 0.30 67 0.300 0.320 20 21 Orientation: Unspecified 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 Caruso- HERS Rater 2024-12-31 Name-Title Signature Date Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web C�(J 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 # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re9.ID __ _ 103.2 struction drawings and ❑Complies Requirement will be met. 103.1, Con documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the 4 building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction ...�__ ��_� � �� :._. .. . _.:� � ,,, � �_�� .... ..... drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does 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 mHeating: Heating : ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official, ❑Not Applicable Additional Comments/Assumptions: 1�Hagh Impact(Tier 1) 2 Medium Impact�(Tier 2) 3 Law Impact(Tier3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 3 of10 section PIanV lueVerified Field Verified # Foundation InspectionValue �� Complies? � .. .o mmen.. s/Assumptions & ReqID 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R- 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 ❑Compli _ es 'Requirement will be met.met. [FO5]1 insulation installed per ❑Does Not , manufacturer's instructions. ❑Not Observable ❑Not Applicable _w.-.. a_ .. .. ._ _... .... .._,_.. .........-._........................................ _... 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values. o 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 ' 140) insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-a_ ............... ..�........ . ..__.._.._.........._........ m_,� .._ nd ice-melting system ❑Complies Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. ? ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: . ._. ......_ .. _ 1 High Impact(Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 4 of10 .n p .� � Value Value Complies?_,,,,,_� Comments/Assumptions Section I�e ID & # JFraming / Rough-in I Plans Verifie q Fie Veri ie 402.1.1, Door U-factor, U- 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- U- - ..-.._�_.............._ ..... g ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable �....... _�........... ....._... _ n_..._.. _ ......, ...�. .............._.. 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not s with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier �� - _ ElComplies �..... .... ..............�........ m.m.. _v;_, Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not j instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestrationthat is not....... .. ...._......... .............. .. .�....._ e-��._.-�...�... _ ...._... .. ........�...� site built ❑Complies Requirement will be met. [FR20]1 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. _..... _ ....... .....�. ...:,..tee e�w�,ew. .,..,..,� -..w�-.. �..�.-.._.._.�_W�._ 402.4.5 IC-rated recessed lighting fixtures ❑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 .a .._ . .. .. . . ... _... , Applicable.. ....... ...... 403.3.1 Supply and return ducts in attics ❑Complies Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ❑Does Not completely inside the >= 3 inches in diameter and >= building envelope. a [-]Not Observable 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 for< 3 inches in diameter. ............. � ... _ . .uww...... ... ......... ., 403.3.2 Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not tk joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavitie_..�....�...,�._ ��.� .,..,. .�...., . „u ....... ..... . _ _ ... .__..._.. ...._ .... s are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 1]High Impact(Tier 1) 2 Medium Impact(Tier 2) mm 3 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 5 of10 Section ._...... .._...........w . PIanV Iuefied7Fiel Value fied .�,, & R ..e ID _^# Framm /Rough-In Ins p ection Complies? Comments/Assumptions 403.3.7 Ducts declared to be within the ❑Complies Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building ❑Not Observable thermal envelope,2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the —, _ ..�..... piping conveying R- ❑Complies Requirement will be met. 403.4 HVAC i m conve m fluids R- [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- [-]Not Not Observable ❑Not Applicable 403.4. otection of insulation on HVAC � - _ ..,_.. ......m._.. ...—. V.. OComplies .__ 1 Protection -. �Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable _ _w _..� -,........_ .,... _ _ .. .. .. 403 5.3 Hot waterpipes p p Requirement ater i es are insulated to R- R- ❑Does Not Re�- _-....��. q ment will be met. [FR18] ❑Not Observable ❑Not Applicable -........__...................-...... ............ 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11High Impact(T er i 1) 2 Medium Impact Tier 2) 3 Low Impact.(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 6 of10 Section .. _ ' _....__..,,.... �.w . ...l..a.. fled.:...Ffel Verified ,a Insulation Inspection Value Value Complies?.__��..o..�m m.. .e_n.. �ts...l_..s�swrpkion q .3031 All installed insulation is labeled ❑Complies Requirement will be met. [IN13F, or the installed R-values ❑Ooos Not I)) provided. []Not Observable ❑Not Applicable _ 402.1.1, Wall insulation R-value.If this is a R-; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, �mass wall with at least 1!2 of the D Woad E] Wood ;❑Does Not table for values. 402 2,6 ;wall insulation on the wall 0 puss y Mass ;❑Not Observable [IN3) ;exterior,the exterior insulation requirement applies(FR10). Steel ] Steel ;❑Not Applicable 303.2 Wall insulation is installed per ❑Complies .Requirement will be met. [IN4)' manufacturer's instructions. ❑IDoes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 9 p 1,) 2 Medium Impack�(Tier 2 3 Lo. ....c �.... __ �mmm._pl�Ii h Impact(Tier' % w Impact(Wiper 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions R. .e9.T].,,_I-,..-------,- 11-1. ]"-.1-1-1111— __ '. . . ........................... ................ ..........-- g ❑ R- ❑Com lies table for e 402.1.1, Ceiling insulation R-value. R- p � lope Assemblies 402.2.1, Wood ❑ Wood ❑Does Not es. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable �wwww..... __ ._ ... __...... . ®_ _........ _....... _ ............ . 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]' Blown insulation marked every 300 ftz. ❑Not Observable ❑Not Applicable 2.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R ❑Complies Requirement will be met. [F13]' insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable ACH 50 ACH 50 ❑ 402.4.1.2 Blower door test @ 50 Pa. <=5 _.. ........ = = Complies Requirement will l be met. [F117]' ach in Climate Zones 1-2, and ❑Does 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 [1127]' determine air leakage with ftz ft� ❑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. [033.3.4 Duct tightness across the system of< or ft __w,...cfm/100 _ ... ft cfm/100 ❑❑Do.._ li ITITITITITITITITmmmm g mplies Exception: All ducts and air z z es Not handlers are located within <=3 cfm/100 ft2 without air ❑Not Observable conditioned space. handler @ 25 Pa. For rough-in tests, verification may need to ❑Not Applicable occur during Framing Inspection. .._._ .. ..............._............. .,.:__......_.........._..... 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be meta [FI24]' by manufacturer at<=2%of ❑Does Not design air flow. - []Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to [-]Not Observable 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. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable n Hi h Im art (Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 8 of10 Section Plans Verified Field Verified p Value Value Complies? p # Final Inspection Provisions Comments ssum bons 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table []Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temer p atu re. ITITITIT 403.5.1.1 Heated water circulation systems ❑Comlieliemmmps mm Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not not applicable. 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. ...... ., .. ....° �.,. .......w . .......__._.....mm.. 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the 'piping. 403.5.2 Demand recirculation water ❑Complies Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. 403.5.4 Drain water heat recovery ....... „°°... °,. ..°.. ;,.. .. .µ. _m_ _ ................... �.. t ��overy units ❑Complies Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable 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. permanent - � �❑Complies Requirement p .°... 404.1 90%or more of ° will be met. [F1611 fixtures have high efficacy lamps, ❑Does Not []Not Observable .... ..�..... ............. __ _ ....;,� ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [F123]3 no continuous pilot light. ❑Does Not not applicable. -]Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met„ [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable Medium impact( _..........._. p Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2.1, _._...... __... Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID - -11,11 . ._.-_....,____11 .. __ 303.3 Manufacturer manuals for ❑Complies !Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact.(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 10 of10 En�ergy Efficiency al a insulation Rating R-Value Above-Grade Wall 19.30 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating , U-Factor �?� VSHGC, � Window 0.30 0.30 Door 0.25 Heating System; Cooling System: Water Heater: Name: Date: Comments o Telephone(631)765-1802 Town Hall Annex 54375 Main Road P.O.Box 1 179 Southold,NY 1 1 97 1-0959 0,DUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD October 24, 2024 To: Marianna August 170 South Penataquit Avenue Bayshore,NY 11706 RE: SCTM# 1000-78.-1-4—Friedman, Determination of Merger Request Ms. August: 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, please feel free to contact me at(631) 765-1802. Respectfully Yours, C ll . Amanda .... ...�...�. nema er, Plans Examiner LAND NOW OR FORMERLY OF LI HEAD START CHILD C MENT SERVICES, INC. x x x x x x x x x 11.2 x 10.8 6' CLF x 11.0 FNC. 0 FNC. to 0!-��- - FNC. '3? LOT 2 14.11S 18,193 S.F. . 13.1 X 2.2 w, N x 13.2(WOODED) Ln 6' STOCK l x 14.5 � -� 30.6' 29.4` x 13.0 PROP. 20'x40' 14.5 '1 1 SYSTN INGROUND O x POOL D.W. (15.3) -P r` k x 15.8 0 �` v x 17.0 16.5 2 O O x 260 R 17.8 1 . (16 ) 0 r- 14.6 PROP. O rn (i .3) >0 12'x17.6 trrn C~ b DECK m m O0 x 17.5' x 17.3 `. Sop2 STO1T \ jqr.LE FAMILY , -7g, DWELLINGp k F.F. EL ( c / C. S&S`MT. EL: (11.3) 4=3'W 0 6�STOC! x 18.6 26.5' P_ > Cn 00 co"'R PORCH R.O. m P EL \ ( + \� W * (18.0) 18 ) 18.o) PROP. (18.5) ( IA. S.T. \8.1 6.4'W PROP. x 18.0 J r A x 18.6 S.T. II v 0 a DRIVE IY o �10 lc 4ROP� 55.00 / EXP. ASPH. DRIVE 17.5 1� 88-09 8IU 8;g2 00.00 x 17.7 x 17. gm � EP 16.84 P 1 ,3 W EP 17.35 w EP 17.07 EP 1 24 W EP 16.84 CL 17.52 w W EXIST. WAS MAIN CL 17.63 CL 17.78 CL 17, 6 CL 17.53 ^0 ANGE R 50 WIDE) BY ROY K. REISSIG, P.E. CERTIFIED TO: `DWELLINGS) 1/26/2024 i N of No o H. S PT TOPSOIL DRAINAGE CALCULATIONS: SYSTEM No. 1 SM LIGHT BRN, o ROOF AREA = 2107 S.F. x 2/12 x 100% = 352 CU. FT. SILT N _ GRASS AREA 5400 S.F. x 2/12 x 15% = 135 CU. FT. TOTAL REQUIRED CAPACITY = 487 CU. FT. �� °'� � � _ BRN. SILTY o . 12 V.FT. = 506 CU. FT. ACT. CAP. THE USE 1-8' DIA Y SM SAND c i AND 7 D IF ANY, Nt7 GUARANT � � NOTES: 1. ELEVATIONS SHOWN REFER 71 UNAUTHORIZED ALTERATION OR ADDITION TO NAVD 88 DATUM SP BRN. SAND TO THIS SURVEY IS A VIOLATION OF 2• PROPOSED GROSS FLOOR AREA & GRAVEL o SECTION 7209 .OF THE NEW YORK STATE FIRST FLOOR = 1650.8 S.F. o EDUCATION LAW. SECOND FLOOR = 1002.3 S.F. GARAGE = 455.8 S.F. COPIES OF THIS SURVEY MAP NOT BEARING 3. THERE ARE NO SURFACE WATERS\ THE LAND SURVEYORS INKED SEAL OR WETLANDS WITHIN 300 FEET OF EMBOSSED SEAL SHALL NOT BE CONSIDERED SUBJECT PROPERTY TO BE A VALID TRUE COPY. 4. PROPOSED SANITARY SYSTEM IS LIGHT BRN. A 1250 GALLON SEPTIC TANK AND SP SAND & GUARANTEES INDICATED HEREON SHALL RUN 1-8' DIA. 12 V.FT. LEACHING POOLS GRAVEL ONLY TO THE PERSON FOR WHOM THE SURVEY FOR A 4 BEDROOM MAX. DWELLING IS PREPARED, AND ON HIS BEHALF TO THE 5. ALL DWELLINGS WITHIN 150' OF NO WATER TITLE COMPANY, GOVERNMENTAL AGENCY AND PROPOSED SANITARY SYSTEM LENDING INSTITUTION LISTED HEREON, AND ARE CONNECTED TO PUBLIC TESTH®LE DATA TO THE ASSIGNEES OF THE LENDING INSTI- WATER SUPPLY. TUTION, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: LOT 2 MAP OF SOUTH HARBOR HOMES KENNETH H. E�K:MAN L.S FILED JUL Y 14, 1964 FILE No. 4096 SITUATED IN: SOUTHOLD Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 11/8/2024 JOB NO. 824-22827 SCALE: 1" = 30' DIST. SEC. BLK. LOT S.C.T.M. N0. 1000 078 01 004 BB24-22725.DWG ADD PROP. FOOL„ SANITARY AND WATER 1 17 2025 B24-22889 LLJ m T MIN. V MIN, u- w COLLAR COLLAR z co-OK 20"AND 24"SAFETY SCREEN z LL RT NO. -3009-SS AND 3008-SS a TERIAL- HEAVY DUTY ABS 4," 4" r 8'-W T MIN. HIGH SEASONAL GROUNDWATER o N Lu Lu f 0 BACK FILL MATERIAL TO BE fV Z CLEAN SAND AND GRAVEL C) ' SCREEN for TREATMENT UNIT N o o a 6'MIN,PENETRATION INTO (q W U LLI N.T .. VIRGIN STRATA OF SAND&GRAVEL U J W W Q EET TY"PICA . S.G"D"H.S. SANITARY LEACHING POOL DETAIL FF TO PREVENT SEEPAGE OF SEE NTS � z APPROVAL STAMPS r� W � SUFFOLK COUNTY a DEPARTMENT OF HEALTH SERVICES U � P o ERMIT FOR PPROVAL OF CONSTRUCTION FORA o SINGLE AMILY RESIDENCE W LY ::� U ' M DATE 01/22/202 R _ y 0. R-24-1853 APPROVED -- FOR AXIMUM OF 4 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS 14a. Draftstoppping material R302.12 shall be as follows: FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. 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, P P 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 MINIMUM 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 inches Uninhabitable attics without storage 10 2020 Building Code of New York State;Plumbing code;Fire code;Mechanical code; equal areas.. Draftsto In shall be provided in the following locations: g NUMBER AND R SPACING AND q PP� 9 P 9 DESCRIPTION OF FASTENER LOCATION 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 ALL CODES shall supercede 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 backfill shall be placed against the foundation walls 4-8d BOX (2-1/2-)OR 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 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON ) EACH RAFTER,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Dishwasher On separate trap) 1- 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 16. Double joists under parallel partitions and under whirlpool tubs. 3-8d COMMON EACH JOIST,TOE NAIL CD 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 NOTATTACHED TO PARALLEL 4-10d BOX (3")OR i dimensions,existing or new and be responsible for field fit. KltChen Slnk (One Or tW0 traps, Wlth Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL O 17. Metal flashing shall be installed were concrete abuts wood, without dishwasher and food waste disposer) 1-1/2 4 SEE TABLE R802.5.2 FACE NAIL 4. The mechanical;systems,electrical systems, plumbing systems and solar energy systems, p ) RAFTER HEEL JOINT I and were decks abut house framing. vehicle garages shall be installed in accordance under latest State approved Building Codes. Laundry tub one or more compartments - passenger 9 9 50 5 COLLAR TIES 4-1od Box (3") OR 00 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 O electrical or plumbing sub-contractors. 18. Install joist hangers at all flush structural load bearing conditions. Lavatory - Rooms other than sleeping rooms 40 10 Electrical certificates are to be provided the electrical contractor, 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND ' P Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O 19, All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the P g OF EACH RAFTER OR TRUSS O 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) O �- 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 5.7 gpm and less 1-1/2 Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL p,. disturbed by construction. 20. All window and door headers to be 2-2x10 unless noted otherwise. 3-16d BOX OR Q More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL TABLE R401.allowable subscript b:Where the building official determines that in-place place soils 21. Vent dryers to exterior as per Section M1502 More than 12.3 m U t0 25.$ m 3 ALLOWABLE DEFELECTION OF ALLOWABLE with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, y P gpm p gpm WALL FRAMING the allowable bearing capacity shall be determined by a soils investigation. Vent range hoods as per Section M1503 More than 25.8 gpm Up gpm to 55.6 m 4 STRUCTURAL MEMBERS DEFLECTION Bathrooms/mechanical ventilation as per Section Ml507 16d COMMON 6. Cast-in-place concrete shall be air entraired;5%<7%total air content by volume and have Rafters having slopes greater than 3/12 with 8 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, 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX P 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL 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 Interior walls and partitions All Concrete shall conform to the latest ACI standards. P H/180 16d COMMON area in the immediate vicinity of the bedroom and on each story of the dwelling, including 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES z basement and cellars and not less than 3 feet from the bathroom door containinga Floors 5-8d "x (2-11) R404,1.3,2 Reinforcement for Foundation Walls L/360 5-8d BOX(2-1l2^Xo.113") LLB TABLE R302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL Concrete foundation walls shall be lateral) supported at the to and bottom.Horizontal bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. OR 4-8d COMMON y PP P WHENEVER an alteration, addition,or conversion is made to an Existing Residence, DWELLING-GARAGE SEPARATION All other structural memebers L/24o V reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement 9 12 TOP PLATE TO TOP PLATE 16d BOX(3-1l2"x 0.162) 16"O.C.FACE NAIL Q 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, SEPARATION MATERIAL Exterior walls with stucco finish H/360 hardwired and interconnected. 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END W 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 Q 0 the requirements of ASTM A 615,A 706 or A 996. FROM THE RESIDENCE AND ATTICS EACH SIDE OF END JOINT q 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 EQUIVALENT TO THE GARAGE SIDE ) Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), Exterior walls-wind loads/flexible finishes L/140 of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL 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 16 BOX ) in the immediate vicinity of the bedrooms. combination carbon monoxide OR BLOCKING(NOT AT BRACED WALL) (3-1/2" 12"O.C. FACE NAIL W �- R404.1.2(9). BOARD L=span length,H=span height Q and smoke alarms shall be permitted in lieu of carbon monoxide alarms. BOTTOM PLATE To JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Li- 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 TABLE R802.5.2 0 0 shall be located io provide a maximum cover of 1-114 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 Q GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF 2-16d COMMON U R404,1.3.2;Concrete foundations shall have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with DWELLING UNIT ON THE SAME LOT W � -� EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3-10d BOX W O Based on Table f1404.1.2(1)- (includes basement entrances and window wells) RAFTER RAFTER 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL O section R602.10.4.2 Continuous sheathing method. 2-16d COMMON Less than 8 foot Wall Height:One#4 bar within 12 inches of the top of SLOPE SPACING wall and One#4 bar near mid-height of wall. End conditions for braced wall lines for the continuous sheathing shall conform ROOF SPAN 0 0 g to Figure R602.10.7. Braced wall panel connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 18 1" BRACE To EACH STUD AND PLATE 3-8d Box FACE NAIL Greater than 8 foot Wall Height:One#4 bar within 12 inches of the top of g P SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON 7 L z wall and One#4 bar near the third points In the wall story.R404.1.3.3.7.3 Wall Openings shall comply With nailing schedule and Figures R602.10.8(1)&R603.10.8(2) 12 FT 20 FT 28 FT 36 FT 0- Z r Z RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING 0 n< R404.1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL MEETASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS LJ.� 0 0 3: 12 16" 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 4-8d BOX �/ placed within 12 inches of each side of the opening, roof assembly to the foundation. O.C. 5 8 10 13 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL 3-8d COMMON 0 W 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 PP P P 26, Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 4: 12 16"O.C. 4 6 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL in the forms with 1.ie wire or other bar support system to prevent displacement during the concrete TABLE R301.2.1.2 Windborne Debris protection 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 m P P g Fastening Schedule for wood structural panels 2-10d Box N = cover of 3 inches, Minimum cover for reinforcement in concrete cast in removable forms that will be as per Table R905.2.4.1 of the NYS Residential Code. 5: 12 16"O.C. 3 5 6 8 23 BLOCKING To JOIST EACH END E.° 2-8d COMMON u, exposed to the earth or weather shall be 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 o t y 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 Span Panel Spar ar Panel Span an 7: 12 16"O.C. 3 4 5 6 4-16d Box m•p °o B g P PP 9 9 9 p p p 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL m m : `o a C earth or weather,and for concrete cast in stay-in-place forms, minimum cover shall be 3/4 inch. 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing Type Less than or less than or less than or 3-16d COMMON E c 3 The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. 9: 12 16"O.C. 3 4 4 5 rn o o q and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer equal to 4 feet equal to 6 feet equal to 8 feet `o- E _ o °j >, q q q 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FACE NAIL c m o U w+ m 7. Base design valLle for visually graded dimensional lumber:Joists,studs Rafters and All but not less than 4 per strip. 12: 12 16"O.C. 3 3 4 4 ( ) 4-i0d BOX u y rn b w Q o Framing lumber shall be DOUG-Fir Larch#2 or better, E=1,600,000 No 8 Wood screw m c o Min. Fb for dimensional lumber=850 psi. 27. Flame Spread Index: R302.9 16 inches 10 inches 8 Inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST .o= o a , ° y ° ,� P based anchor with 3-16d COMMON ° a� T m 2 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:5 200 on center on Center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE c 2) p > ° cL; `° Includingbut no limited to:Deck Framing,Posts,Headers,Girders&Ledgers. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 2 inch embedment on center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS o s y c 3 s'� E ° = 3 g 9 P 9 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM c'c 3 ° &attics shall have a flame spread index:5 25 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o o 8 a"i° cc °a m 21 L 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: CONNECTION SHALL BE INCREASED AS FOLLOWS: c 02 a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL - = r N•o P w o E Smoke-developed Index: R302.10 No 10 Wood screw 3-16d COMMON L La`_ �� y� o � 3 0 ` or stainless steel, wall and ceiling finishes having a smoke-developed index 5 450 based anchor with 12 inches 9 inches H c/ H r HEEL JOINTAJDUSTMENT FACTOR u c v ° Q o ° o E t b,) Use Copper flashing Only against ACQ Lumber Sill Plates g g P 16 inches 2-10d BOX 3" OR w ° o _ Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 2 inch embedment on center on center 29 BRIDGING OR BLOCKING TO JOIST ( ) EACH END, TOE NAIL L E 2 � t= E ✓v ° o a c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc on center 1 / 3 1.5 2-8d COMMON(2-1/2f') P c•-.N '_ = c y shall be Hot-Dipped Galvanized or Stainless Steel. &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 lenght R y -._ ¢ �0 = ) _° 1 / 4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, t o r ca o � v 28. SWIMMING POOLS. Shall conform to Section R326 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND v rn co a- M E a o a y' PARTICLEBOARD WALL SHEATHING TO FRAMING 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 9. All Engineered Wood Products such as"Tres Joists,Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, DESCRIPTION OF ' SPACING of FASTENERS z installed in accordance with the manufacturers latest installation details, ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood struChral panel. NUMBER AND TYP P Y BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING 0 Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES Framing connectors,Allowable Hole diagrams,specifications,etc, g P SUPPORTS GABLE END WALL FRAMING 2.11 w "Micro-Lam"Design Stress: E=1.9, Fb=2,600 psi,Fv=285 psi " TABLE 80CTI 9 P P A permanent certificate indicating the solar-ready zone and other requirements of RAFTER UPLIFT CONNECTION FROM WIND sd COMMON "Parallam PSI_"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi c.Anchors shall penetrate through the exterior wall covering with an embedment length of „- (SUBFLOOR,WALL) �� (n � "C3 9 P P 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 C ec "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi P P Y not less than 2 inches into the building frame. Fasteners shall be Iccated not less than W O LLJ � G 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C _J The main electrical panel shall have reserved space for a dual pole circuit breaker 31 19/32"- 1" Sd COMMON 6" SEE NOTE A 6" � Z z J C)10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, SPACING SPAN co 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 ULTIMATE WIND SPEED J z N each sleeping rooms in basement,habitable attics, and every sleeping room [] Q 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. (FEET) 130 140 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" W Q O Sill height of not more than 44 inches above finished floor. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 Exterior glazing in buildings located In Wood-Borne debris re Ionsshall = V W '>� A. Minimum nest clear opening of 6.7 square feet. g g g g ROOF PITCH ROOF PITCH P 9 q 1/2"STRUCTURAL CELLULOSIC P 9 openings 31. NEW Construction/Additions&Alterations: Glazed protected from wind bome debris. 1-1l2"GALV.ROOFING NAIL 3" 6" (� w N Except rake floor o enin s shall have a minimum net clear <5:12 12 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING opening of 5 square feet. It shall be the responsibility of the General contractor or his subcontractors to submit Glazed opening protection shall meet the Large Missle test ASTM E 1996 z N P Y and the ASTM E 1886 as modified in IRC section 301.2.1.2.' �� - f� B. Minimum net clear opening height shall be 24 inches, in detail the design, calculations, drawings,written statements of the mechanical, 214 201 263 247 34 5/8 STRUCTURAL CELLULOSIC 1-3l4"GALV.ROOFING NAIL " W C. Minimum net clear opening width shall be 20". Garage door glazed opening protection for wind bome debris shall meet 16 O.C. 12 FIBERBOARD SHEATHING 7 7 (� J (n D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems (new, existing or upgraded) ANSI/DASMA 115. Areas within hurricane prone regions: C. 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 ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" escape contain more than one opening shall be provided more sleeping rooms, for EACH sleeping room, wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" an emergency esc WHERE Baser (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 Emergency escape and rescue opening shall open directly to the outside I EXTERIOR WALL WOOD STRUCTURAL PANELS mo--- 6" DIAMETER -�'I A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) EXCEPTION: Grade floor or BELOW grade floor openings shall have Wood Structural panels with a minimum of thickness of 7/16 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 shal be precut&predrilled to 16"O.C. 32 427 398 529 498 cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each ONSTRUCTION TYPE Label all panels and store in a clean dry area o NAIL SIZE PENETRATION STRUCTURAL f the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD Attachments shall be provided in accordance with the table as follows: SPACING EDGES FIELD d' continuous run of treads or flight with FOUR OR MORE RISERS, "I", "II", "III", "IV", OR"V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS N W Handrail Height measured above stair tread nosing,shall not be less than N F.- 34 inches and not more than 38inches, All Handrails shall be continuous 16"O.C. 48 599 559 745 697 6d COMMON NAIL 1.50 INCH 24/0 7/16 OR 1/2 16 O.C. 6 12 0 the full length of the stair from a point direct) above the to riser of a flight REFLECTIVE RED „ " „ „ 9 P Y P 9 (2.5"X o113") � Z to a point directly above the lowest riser of the flight.Handrails adjacent to PANTONE#187 N fn a wall shall have a space of not be less than 1-1/2 inches between the wall 8d COMMON NAIL 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" Q and the handrail.see code for exceptions, Refer to Code for grip size specifications. (2.5"X 0131 DESIGN CRITERIA TABLE 507.9.1.3(1) m w 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 O U) J above the floor or grade below shall have a railing not less than 36 inches REFLECTIVE F- > Q In height. Railings shall have Top rails and Balusters and Bottom rails that are WHITE FIELD Wind speed: 130 U W 0 JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed 1, of NO Of StOrleS: 2 CONNECTION GYP5UM BOARD 0by 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 ,� TO WOOD FRAMING are permitted to be of such a size that a 6 Inch sphere cannot pass through. 7/16 min. structural plywood Mean Roof Lit: 30ft FRAMING SPACING NAILS SCREwsOpen sides of stairs with a total rise of more than 30 inches above the floor or Roof Itch: er Ian 1/2"DIA.LAG SCREW 30" 23" 18" 15"Panel Attached to IB p p CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS grade below shall have guards not less than 34 inches in height measured ' &1/2"MAX. SHEATHING 1/2"DESIGNATION FOR STRUCTURAL �, „vertically from the nosing of the treads. „ Frame in accordance g engt per plan WALL EITHER DIRECTION 1s"o.C. 8 16COMPONENTS THAT ARE OF 1/2 1/2"DIA.THRU BOLT 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"13. WINDOW FALL_PROTECTION: Were the top of the sill of an operable window STROKE &1/2"MAX. SHEATHING 5/S" WALL sd COOLER NAILS o enin is located LESS than 24 inches above the finished floor and GREATER " the residential code bldg aspect ratio: 2:1 EITHER DIRECTION 16"O.C. 7" 12" opening � F' FLOOR FRAMING INCLUDING than 72 inches above the finished grade or other surface below on the exterior GIRDERS AND BEAMS Nailing SChed: Table R602.3 1 2'l"TO 14' 14'l"TO 16' 16'1"TO 18' TYPE"X" AT 1-718•LONG 6d COATED NAILS OR of New York State g ) GARAGE CEILING n n EQUNALANTDRYWALLSCREWS. of the building,the window must be provided with a window opening control device 5/8" PERPENDICULAR 16"O.C. 6 6 SCREWS SHALL COMPLY WITH that compiles with R312,2.2 Window Opening Control Devices. "R" ROOF FRAMING 1/2"DIA.LAG SCREW BENEATH IRC SECTION R702.3.5.1 &1/2"MAX.SHEATHING 13" 11' 10" HABITABLE ROOMS r�+ 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 1/2"DIA.THRU BOLT 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 UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING 24" 21" 19 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 Fireblockin materials R302.11.1 shall be as follows: LEDGERS SHALL BE FLASHED minimum 48-Inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. g TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 E..l C 1. Two-Inch nominal lumber NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507,2.1(1) 2. 1/2"gypswm board 3. Batts or blankets of mineral or Fiberglas shall be permitted for compliance with the 10 foot horizontal fireblocking in walls constructed using parallel Applicant shall provide engineered wood placard W v rows of studs or staggered studs. on or adjacent to electrical meter box for field inspection. 4. cellulose insulation installed and tested in accordance with ASTM E 119 or PLYWOOD STORM PANEL Q s-+ r-+ UL 263,for the specific applications Residential structures with Truss type construction, SHUTTER DETAIL F~j-I ct Pre-Engineered Wood Construction And/or Timber Construction for new dwelling and/or any addition,alteration Refer to Genera[ Notes for Panel W I o TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 U '� t�q 00 OF FOUNDATION MATERIALS shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. of the structure for field inspection O CLASS OF MATERIAL LOAD-BEARING PRESSURE F� O S M Crystalline bedrock 12,000 psf ©4 �1'' Sedimentary and foliated rock 4,000 psf (� Sandy gravel and/or gravel(GW and GP) 3,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) Sand,silty sand),clayey sand,silty gravel and clayey gravel (SW,SP,SM, SC,GM and GC) 2,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Clay,sandy clay,silty clay,clayey silt,silt and sandy slit (CL,ML, MH and CH) 1,500 psf GROUND SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN * (� SPEED TOPOGRAPHIC BORNE FROST DEBRIS DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW HAZARD REGION CATAGORY WIND DESIGN WEATHERING LINE TERMITE a.When soil tests are required by Section R401.4, (MPH) EFFECTS TEMP REQUIRED INDEX TEMP the allowable bearing capacities of the soil shall be part of the recommendations. LOAD ZONE DEPTH P M MODERATE `ADO' 019p1L� fir' b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf 20 LBS 130 NO NO NO B SEVERE 3'-0" TO HEAVY 11 YES NO 1500 or less 52.1 1r� are likely to be present at the site, the allowable bearing capacity shall be OF(eltr�' 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. 0.[NJ 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 category 11 from ASCE 7-17 Figure 26.5-1 B TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Extent of header(two braced wall segments) TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED TOP OF PLATE— Outside Elevation Top plate continuity is — - - Extent of header(one braced wall segment) required per R602.3.2 CONTINUOUS RIM FULL HEIGHT BLOCKING OR END JOIST LENGTH CONTINUOUS RIM ADDITIONAL FRAMING KING Side Elevation METHOD WSP: EXTERIOR SHEATHING CONTINUOUS ALONG LENG R , O r � I- ' - -• OR END JOIST MEMBER DIRECTLY ABOVE @ 16 OC ALONG > _ a, PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL ,I I•I I•I 1, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ac°3 O I•I PER TABLE R602.3(1)OR R602,3(2) , , ° , ° ° Fasten king stud to header with O •I I•I ° , , ° , Min.3"x 11-114"net header Header ° ° ° / 6-16d sinker nails 'I• VARIES BY FASTENERS 2-16d NAILS EACH SIDE occur op o wall , ° shall ur at top 'I I I 1• o ° , ° ° ° ° fasten top plate to header with O ,I II 1•I METHOD CS-WSP: AS PER TABLE R602.33 two rows of 16d sinker nails @ 3"o.c. •I I'I ✓ ( ) Fasten sheathing to header with 8d common nails in 3 In.grid ° 00 EXTERIOR SHEATHING ATTACHED 8d @ 6"O,C.ALONG TOE NAIL 3-8d NAILS pattern as shown and 3 in.D.C.in all framing(studs and sills) I` 8d @ 6"O.C.ALONG ° O JER— WITH Sd COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER Braced wall line \ •l (0,131 X 2.5"LONG) BRACED WALL PANEL Header to jack-stud strap per table continuously sheated \ ' •I AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL t ° y R602.10.6.4 on BOTH sides of with 1/2"wood Minimum 40001b header-to-Jack-stud O IN FIELD BRACED WALL PANEL D1 ° .M I° opening opposite side of sheathing structural panels strap on both side of opening O l• BRACED WALL PANEL v P A PP 9 P opposite side of sheathing BRACED WALL PANEL BRACED WALL PANEL z w BRACED WALL PANEL ° BRACED WALL PANEL INTERIOR FINISH: 'm aci !° Min, Double 2x4 framing covered with minimum ° t1 _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONGF �_ la Panel splice edges shall occur over �( I•I 3-16d @ 16"OC ALONG � ° � 1/2'thick wood structural panel sheathing ° ° (_0 I 1 l• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"CC EACH I° with 8d common nails 3"D.C.in all framing ° ° and be nailed to common blocking I•I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG @ o ,I, @ g ° within the middle 24"of the portal- WITH WALL PANEL BLOCKING MEMEBER (studs,blocking,and sills)typical P W I'I Ft a ° ° leg height. One row of 3"D.C.nailing TABLE R602.3(1)FOR EXTERIOR WALL x °!° Is required in each panel edge, J: SHEATHING iv Min. 2 2x4 t J _ _ _ _ _ -. •. _ _ - q; CONTINUOUS RIM OR CONTINUOUS RIM OR ( ) yp if needed Q 'I • 1'I END JOIST 10 VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST 2'to 18'(finished width) •I I•I OVER AND BE FASTENED TO COMMON STUDS. Min Double 2x4 or TOP OF FOUNDATION 2x6 King&Jack stud 1/2"min.thickness wood structural I• 2-16d NAILS EACH SIDE O - — - — - - Min length of panel per Table R602.10.5 I I,I I I HORIZONTAL PANEL JOINTS IN BRACED panel sheathing WALLS PANELS SHALL OCCUR OVER Min double 2 x post z N ICI (1)5/8"Diameter anchor bolt No.of studs per w Rom'` AND BE FASTENED TO 1-1/2"x 5-1/2" 1 INTERIO � I,1 I. FULL HEIGHT BLOCKING i with 2"x 2"x 3/16"plate washer I I I THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING �_ Table R602.7(1&2) U SPACING CONTINUOUS ALONG LENGTH as per R403.1.6 .1 NAILING 1 I I I I' AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING �r 1• OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG Min.reinforcing of foundation,one#4 Bar Z .I I•I I•I 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL Top and bottom of Footing,Lap Bars 15"Min. J •I I•I I•I 1' 2 X BOTTOM PLATE MIN(2)3500 LB strap-type W Holdowns-Simpson STHD14 _ — _ — — — _ — — — _ _ — — _ _ _ _ _ _ Q o embedded into concrete and ,I I•I ICI I, nailed into framing-4,935 LBS ea. •I I•I I•I I. NAILING EDGE — —' — — — — — — — — — — — — —" — — — — — — FIGURE R602.10.8(1) �-- 'I SPACING -6" FIGURE R602.10.8(2) OR Simpson HDU4 w/ W 0 BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN (10)1/4"x 2-1/2"SDs Min.Footing size under opening is 12 x 12".Turned •'- I - u - _ �•'1 - - -'• EXT.SHEATH'G Down Slab shall be permitted at door opening PANELJOINT PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING 4,565 allowable load ea. r o 0 FRAMING FRAMING 0 � C) U) FASTENING REQUIREMENTS FOR LL BRACED WALL PANEL AS PER METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS - FIGURE R602.10.6.2 O 00 TABLE R602.3. 3 2 3 z z 0 alf goo Simpson 1-1/4" galy. x 20 gage 0 H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A EXTERIOR OR between 9-1/4"to 15-1/4" at each Rafter:::] . With nails in each end at each rafter. Cn c BEARING WALL Typical Metal provide blocking @ — c m N WINDOW HDR braced wall panels (5) 8d x 1-1/2"��nails in Rafter �� 4 Ft Perimeter ° m o Strapping _ 0 ° E PROVIDE@STRUCTURAL RIDGES at Openings (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field w tM w E ��, o ass NOTCH GREATER —1 Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Simpson L-50 on each side of rafter o T THAN50 /o »°�� c- c I ood sheathing °,. c c Z m ° " a� �' f0 m (PERCENT)OF p g Schedule Dwg-1 - a c shall have Solid Blocking 0 ((n rn �w Q.�t o PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE shall Plywood Joints m tf m c o c c - y 5 a '- METAL TIE FASTENED ACROSS AND 2.2 E `o m U, n`o c 3 TO THE PLATE AT EACH OF THE SIMPSON H2A tz o ° c n U m 5 NOTCH WITH 8-10D NAILS EACH SIDE Solid blockingbetween at each Rafter. With " 0 2 0 3 L = E 3 c „ 1-1/4 x 20 Gage Metal Coil _ rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails a� N 2 N late with 8d nails 6" o.c. 2 8d x 1-1/2" nails in late y W O1" - — °'' - TOP PLATES alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs .121 o ,n -o 0 3., Comer Holdowns g ( ) Look Out Blocks ° ,I , a is L)a w o o - IPE panel. and window or door Header. w p Typical each side and ALL Less than Gable End Wall L".y � E ° y Refer to Ions ° ' ° o m Z c E 2 U c m for locations CV yp Or Equal ° P z.c t `n c U c $ L' windows and doors. to 12" � � N� � �� a.=_oa If required Q '°N ¢ y c m c m o RIM JOIST BLOCKING BETWEEN RAFTERS (a� BRACED WALL PANELS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS FICi URE R602.6.1 this page. NTS NTS RAFTER TO RIDGE STRAP R602.3(1) TOP PLATE FRAMING TO TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS -R602.4.6 z (' ACCOMMADATE PIPING WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. LOCATED IN THE UPPER THIRDF THE ATTIC SPACE AN �_ vJ ATTACHED 4 5 N.T.S. 6 7 8 9 OTO THE RAFTERS W THD4-D NAILS EACH END o CONTINUOUS FLASHING EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE J `''"I PAST JOIST HANGER GREATER THAN DECK JOIST AND ° o NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC SIMPSON BSC CUT '^ ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 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 L_RAILING POST, OUTER THIRD "WEATHER TEAK" "WEATHER TEAK" MIN 04 WITH VINYL COVER the inside face of the band joist. SIMPSON ABU POST SIMPSON ABU POST 4"TREATED POS TO CONCRETE BRACKET 4"TREATED POST TO CONCRETE BRACKET OF SPAN ONLY ATTACHED PER ATTACHED PER COMPOSITE DECKING COMPOSITE DECKING GALV.DECK HANGER SIDE COVER 2"MINIMUM SIDE COVER 2"MINIMUM CLEAR SIMPSON LUS26 2X6 0• MANUF.SPECIFIC ATIO I I MANUF SPECIFICATIO I I 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 @2-1/2 GALVINIZED CARRIAGE BOLTS 2-1/2"GALVINIZED CARRIAGE BOLTS I S THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL OR SIMPSON SD STRUCTURAL JOII I 1 /GALV BOLTS W/ 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE CONNECTOR SCREW GRADE CONNECTOR SCREW /2"DIA. Use 1-1/4" Metal N U-1 2"MIN. Io ---LOCK WASHERS. WITH TABLE R507.2 ADHESIVE.ANCHORS: HIGH-STRENGTH ADHESIVE ANCHORS:HIGH-STRENGTH O Coil Strap 20 EPDXY ANCHORING ADHESIVE FOR EPDXY ANCHORING ADHESIVE FOR p Gage N 1/2"MIN, 2 x JOIST SIMPSON DTTiZ W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD-OR USE: USE WITH THREADED ROD-OR USE: 0 12" Min (5) 8d common nails "i Z r!"MAX. ; ,0 2x RIM JOIST ATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON Z MECHANICAL ANCHORS;SIMPSON N MIN. in EACH END at(3)#10 X 3"WOOD SCREWS + NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR WEDGE-ALL WEDGE ANCHOR D3 MAX. Q 11 AND TWO WITHIN 24"OF EACH END OF DECK - _ 6 MAX. EACH Stud. W 2-1/2"DI R507.6.2 SIMPSON H2,5 AT EA.JOIST OR ch 12"DIA.CAST-IN-PLACE ch 14"DIA.CAST-IN-PLACE 2"MIN. $d @ 6" oc Along J 3 CONCRETE FOOTING ON CONCRETE FOOTING ON THRU BOLTS BLOCKING FOOTINGS MUST 24"X24"X12"CONC FTG FOOTINGS MUST 24"X24"X12"CONC FTG D3 MAX, Braced Wall Panel I- Q SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON BEAR ON U W W/WASHERS OVER BEAM SIMPSON BC FIGURE R602.10.8 1 BETWEEN EACH POST GIRDER ": °. ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED UNDISTURBED ( ) (A CONNECTOR NOT LESS THAN(2)LOCATIONS WITHIN 24" SOIL SOIL JOIST of EACH END of DECK: SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP MAXIMUM OVERHANG 24" MINTHREAD 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 (CD FRONT PORCH P.T. POST TO CONC. PIER Ca. DECK PIERS R502.8 OR HEADER NTS NTS DECK / GIRDER & RAILING DETAIL R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE SIMPSON ABU INSTALLED IN ACCORDANCE NTS NOTE; 8d COMMON NAILS ARE r M� 10 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 e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 � SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap N 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails with DECK STAIR 507,9,1.3(2) FASTENERSeac (5)-8d common nails TOP PLATES TOP PLATES Strap may be attached OVER at each stud N IN 2 ROWS Strap may be attached OVER at each stud aI the plywood OR directly to the plywood OR directly to Strap may be attached OVER @ @ @ p 5.5"MIN FOR 2X8* Studs.5"MAX 7.5 MIN FOR 2X12 Studs. 6.5"MIN FOR 2X10 the plywood OR directly to STUD BORED HOLE MAX. " - Studs. GRADE STUD Q �-; , _, ct BORED HOLE MAX. DIAMETER 60% @ @ O @ CV rap strap under sill �� tv Ln DIAMETER 40% (PERCENT)OF STUD and attach to sill plates M (PERCENT)OF i DEPTH , +�", 3-16d @ 16" oc Along � BLOCK SOLID STUD DEPTH 11 2"MINL " ' BETWEEN JOISTS �° ° i�l z MM U '� t>A °O � 5/8"MIN. 518"MIN. 5/8"MIN /8"MIN, LAG SCREW OR THRU-BOLT - ('r'+ - Braced Wall Panel-7 r+ TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN _ _ ;, * * * * N ° FIGURE R602.10.8(1) NOTCH MUST NOT NOTCH MUST NOT o EXCEED 40% o '-III 5 EXCEED25 /°(PERCENT)OF (PERCENT)OF o 0 STUD DEPTH STUD DEPTH 10"x LEN TH O ST ,,:._.�,�..,„�• () IF HOLE IS BETWEEN BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD C CAST-IN- CE ,bh7 ! f,� O 40%(PERCENT)ANO NOT BE LOCATED IN PER FIGURE R507.9.1.3 (11 STRAPPING BORED HOLES SHALL THE SAME CROSS UNDER B T J `• 60%(PERCENT)OF I I I- NOTBELOCATEDIN STUD DEPTH THEN SECTION OF THE CUT Applies to Garage Wall and Wrap strap under sill THE SAME CROSS OR NOTCH IN STUD • ' • ' p STUD DISTANCE CAN BE REDUCED =III=III and attach to sill lates TYPICAL STAIR FOOTING C J SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction ;ITI=� - p OR NOTCH IN STUD SUCCESSIVE STUDS SPACING Is REDUCED TO THAT OF ARE DOUBLED `;, : •i 1-1/4 METAL , TS " • ` AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS al STRAPPING a /s TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST WASHERS NOT PERMITTED) RAFTER FACE TYPICAL q FIGURE R602.6(1) , O,o© y0Q` FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 0Ir-N�� 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 --•--- WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto p MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation wayfor access thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line Exterior Fill entire Cavity to CONTINUOUS BEAD y Insulation dams sheathing as draft:stop and lay on plyw od Batt Insut CEIING FRAMING support Seal joint with Sheathing eala behind tub Tub attic hatch - R-val Non-combustable sealant OF SEALANT subfloor Base late prevent loose-fill blocking p insulation from Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed tom- Air Se I exterior insulatio re uirem n access opening Sealant or OR GASKETED TO RIM Continuous.B.ea4 wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through d- adhesive access o of Sealant or � as enclosure liner sealed SEALANT Sealant solid blocking adhesive at perimeter and seams. SILL PLATE INSTALLED or rigid insulation o 1 min Ri id Weatherstripping A�hesi Sealant Casing/ EXPANDING FOAM SEALANT Pre-Fab Fireplace OVERGASKERSILL g sealed around pp g iPanel Seal stairs00 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Airframe a Refer to manufacturers SEALANT four edges `Pull-down gap CD 1 x2 Stop RECESSED LIGHTING FIXTURE Sealed at perimeter � Sealant 1/2" plywood Board DRYWALL CEILING specs for installation manual p staircase with caulk , p Yw finish w/ soffit material or foam o attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing o (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL 0 CANTILEVERED FLOORS PULL-DOWN STAIRCASE Q DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING I "77 EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATTIC HATCH DETAIL @ TO BAND JOISTS 4 This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products ` '- _q 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 R-50 Attic Stair Cover ENERGY NOTES ° . . Eave baffle installed _ �` 4 �'"' Z 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. "" '"" W 1. All design &construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave 2020 EnergyConservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. Table R402.4.1.1--Air barrier and insulation installation. ) g „ „ " „ vents. Baffle shall extend over . >fi, The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS Rater using the Manual J S & D submitted at CO. �`',~�. u„-~,... , I z 0 the top of the attic insulation - n4 g I J energy efficiency program to exceed the energy efficiency required by this code. W 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. } 0 TABLE R402.4.1.1 air leakage a . . All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy 9Y an approved third party(HERS Rater) using the (R40223) _ AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" b&Manuals S & D submitted at CO. 2 x CJ W/ INSULATION i COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa ( W 0 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS „�'a. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder g P a "i '` NN General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit see OR HERS RATER requirements in the building envelope. and posted on a wall in the space where the furnace is located i O Q q g10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs 0 0 shall be insulated with R-3 Minimum.degrees or< 55F degrees de I ` 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 de g g SEALANT � � � � � W � J continuous air barrier. Building envelope (prescriptive) per table N 1102.1.2 insulation & Fen. by Component. W LL 11. (R403.3.5) Building Cavities (Mandatory) j U) Breaks or joints in the air barrier shall be Buildin framin cavities shall not be used as ducts or I T Exterior wall O Ur O sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 g p enum. YP sections N1102.2 through N1102.2.13 See Const. Dwgs i r i Z Z Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) i t .- 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. installation density of the insulation shall be at the manufacturers'product p 9 P � 1 H i O accordance with the criteria listed in table 402.4.1.2 or required b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. `, R O recommendation and said density shall be maintained for all volume of q Y i 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. maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. s: 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 The building shall be provided with ventilation that compiles with the requirements of E•s exists,the batt product will be cut to fit the remaining depth of the w = B 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 o.E y shall be laced to fill an surface or concealed voids,and at the 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 m t5 g° t5 P Y Z.-�,wE manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. o m 0 8 T Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM 'a 2= z installation tabs must be sta led to the face of the stud. There shall be a ° ° P Or N 1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy '"�-..._� a 8 y w :&o s o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN ;:ter,.;:- _ --_e - o 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements ° ° °0 8 o 2 stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Ri id Foam or ACCORDANCE WITH Wit._, r a'� Y ° Y '� combustion air. Factory built fireplaces shall be listed and labeled p 9 g -. c ,. C. t r 2 o 8 s Q o ° equipment is used to provide whale-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT ..,� f- .G 3 = 3 Insulation that upon installation readily conforms to available space according to UL 127. 9 . .. I powered b an electronically f o ° a� t shall be installed filling the entire cavity and within the manufacturers' p y y commutated motor. as backdam I o ° ° ° = y „ C w g ty TYRROOFCONST. density recommendation. 8. R403• Systems: N1103.1.1 (Mandatory) programmable thermostats shall be 02 N = _ M ' 14. N 1103.7 R403.7 E _ �°•-•- _ � provided for each separate heating and cooling system,Temporarily operate ( ) Equipment sizing and efficiency rating (Mandatory) o I j �9 o C �r o o Ceiling/attic attic The-air barrier in an dropped The insulation in an dro ed ceilin /soffit shall be ali ed with the Roof underlayment -_ �, =w �, °w o 2 8 Y PP Y pP g g" the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION + ;�' .- ° ° ° 9 = O - � N ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on buildin loads calculated in accordance with ACCA sealed to drip edg , ; - -_ r 2 N `� E g ° shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS _ �, -- , � z e t y o = 0 _ insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ' L0 N ° - ¢ U, 8 =o r ° PP g g g OR HERS RATER Branrr unetaGe-orfsandio ws i 11 e a E m m ° U.- B sealed. New or re lacement heatin and coolin a ui ment shall have an efficienc `' L ° L = 0 ° 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value P 9 9 equipment Y + ° _ ° E a ° a Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 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! 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 wall doors to unconditioned attic spaces exterior wall fines to allow for required attic ventilation. pp Y Const. Dwgs shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches g 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 ." Ttan5v.,5c j,:M9 f a g.San driw� rr nn Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall -'' 0,Mr nts>Ir trunl,s andaItpDtrrf.on late shall be sealed.The unction of the b completely filling the cavity with a material having a thermal contain only high-efficacy lams r'`'" m '` ` i P j Y P Y g ty g Y 9 Y P „ 1 � ) Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall 4 ' '`, ~~� "~ `` Q sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs `" 2} installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE W W and doors and:Framing and skylights and framing WITH SPRAY FOAM INSULATION 0 shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS Q ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR 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 framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB RANGE HUMIDITY HUMIDITY APPROVED WINDOW HEATING COOLING OPENING LIMITING perimeter floor framing members. I I DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where 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. N WFOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) o l'- vapor retarder with overlapping joints N O taped. Z Shafts penetrations Duct shafts utility penetrations,and flue TABLE M1505.4.3(2) - - - - - - - - - - - - - - - - - N U) P � t3'P J I WINDOW IX p Q shafts opening to exterior or INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa,b W W LOCAL EXHAUST RATES TABLE M1505.4. unconditioned space shall be sealed. 24" O W 6i RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW 0 � -1 AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION > SEGMENT I DEVICE CONFORM TO <U Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE O KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR the correct density without any voids or gaps or Factor 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE 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 ventilation system run time values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED determined by interpolation. 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 v conditioned spaces. EXTERIOR b.Extrapolation beyond the table is prohibited. COMPLY AS FOE LOWSOF E BUILDING.SHALL FINISHED GRADE t h Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. TABLE M1505.4.3(1) L OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS V1110LE-HOUSE M WINDOW ECHANICAL VENTILATION SYSTEM AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W ,� cV 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 COMPLIANCE STATEMENT: a extend behind piping and wiring. DWELLING UNIT 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 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 JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 Q, o exterior wall showers and tubs shall 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 N1101.14 (R401.3) Certificate (Mandatory) Electrical/phone The air barrier shall be installed behind electrical or < 1,500 30 45 60 75 90 �� M _ A permanent certificate shall be completed b the builder or other approved art and posted on a wall W ^'-c P4 `? box on exterior wall communication boxes or air sealed boxes shall be installed. _-- _- - ---��- p p y pp party p � o 1,501 -3,000 45 60 75 90 105 J in the space where the furnace is located, a utility room or an approved location inside the building. / o HVAC register HVAC,register boots that penetrate building thermal _ Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit �/ x 'd boots envelope shall be sealed to the subfloor or drywall. 3,001 -4,500 60 75 90 105 120 I ^' 4 Caul openingn seal p y Q h-�I c rough directory label, service disconnect label or other required labels. The certificate shall indicate the a •� o Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components D ., sprinklers only be sealed in a manner that is recommended by the 4,501 -6,000 75 90 105 120 135 �� ,, �� such as slabs basement walls crawls ace walls and floors and ducts outside conditioned spaces; manufacturer.Caulking or other adhesive sealants shall not p p 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 - 6,001 7,500 90 105 120 135 150 :�_____. 2 walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. 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 p I a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For SI:1 square foot=0.0929 m2, 1 cubic foot per minute=0.0004719 m3/s. �- covering the largest area. The certificate shall indicate the types and efficiencies of heating, _ cooling and service water heating equipment. Where a gas-fired unvented room heater, , Rigid insuiatior Weather-strip door electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ` Q'/' 01 10 y4� (recommended) opening and �� 11 U. Minimum R-5 threshold indicate gas-fired unvented room heater, electric furnace or baseboard electric heater, Wall Access panel as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, Weatherstripping and insulation Detail electric furnaces and electric baseboard heaters. BARS.GRILLES,COVERS R310.4 BARS,GRILLES,GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED AS FOLLOWS:NET CLEAR OPENING SIZE COMPLYING WITH R310.1.1 TO R310.2.3 AND SHALL BE RELEASABLE OR REMOVABLE WINDOW WELL R310.2.3 FROM THE INSIDE WITHOUT THE USE HORIZONTAL AREA SHALL BE 14'-7" 17'-6" OF A KEY,TOOL,SPECIAL KNOWLEDGE MIN 9'-0"SQ FT.WITH A o OR FORCE GREATER THAN THAT REQUIRED HORIZONTAL DIMENSION FOR THE NORMAL OPERATION OF THE OF MIN S-0"TO ALLOW FOR o ESCAPE AND RESCUE OPENING. EMERGENCY ESCAPE AND 00 RESCUE, LADDER SHALL BE o PREMITTED TO ENCROACH c 12"SQ OR 14"ROUND o e, NOT MORE THAN 6"INTO CDREQUIRED WINDOW WELL DECK FOOTING PER TABLE ' TYP.EGRESS WINDOW DEPTH. R507.3.1 FOR DECKS a WINDOW WELL R310.2.3 8 PSI �� SEE DETAIL ON DWG-2 HORIZONTAL AREA SHALL BE CAST-IN-PLACE b• CONCRETE WINDOW ' ------------------------------------- ---- MIN9'-0"SQ FT.WITH A WELL HORIZONTAL DIMENSION I OF MIN T-0"TO ALLOW FOR • `O ' ' EMERGENCY ESCAPE AND ea---------------------- - - - - - - - - - - - - - - - - - - - - - - I 4-2x8 PT.GIRDER/RESCUE. LADDER SHALL BE ; � � � ��_ - � i�r _ _ - _ _ r-� * .____ _ - ��' � PREMITTED TO ENCROACH `� Cl) g ; �___• ; \,', \,-� \„� \ [0:! � , NOT MORE THAN 6"INTO 4 REQUIRED WINDOW WELL DEPTH. •� TYP.BASEMENT SLAB ; __ ___ , 5'-2" 5'-2" 0 5'-2" 1 Z LADDER&STEPS R310.2.3.1 — — ' o ' ' I 1 1 O I ' J 1 ' ' Cn tr 1 O WINDOW WELLS WITH AVERTICAL 0 LU Q DEPTH GREATER THAN 44 INCHES ' F-`T SHALL BE EQUIPPED WITH PERMANENTLY ; ; `y ' o X� C _, cv - O -, i o iv '^ �L AFFIXED LADDER OR STEPS USABLE CONCRETE EGRESS WINDOW WELL `� ' o - 2-2x8 P.T.GIRDER -i- V, q co I X O= I i \ i \ i \ -� i r o WITH THE WINDOW IN THE FULL OPEN 00 tO ' N O L` W J— O SCALE: 1/4" = 1'-0" `�' _ DECK LATERAL HOEDOWNS o POSITION. RUNGS SHALL HAVE AN - , I I 1 J I SIMPSON DTT2Z w/(8) X I O INSIDE WIDTH OF AT LEAST 12 INCHES , I 1 J o ' c 1 „ " , .- SHALL PROJECT AT LEAST 3 INCHES I I I , 1!4 X 1-14" SDS O �/•�R310.2.3.2 Drainage , , , ' � � (THIN 24"OF EACH END FROM THE WALL AND SHALL BE SPACED Window wells shall be designed for proper drainage by connecting ; ' v! NOT MORE THAN 18 INCHES ON-CENTER SEE DETAILS ON DWG-2 � � WINDOW WELL R310.2.3 to the building's foundation drainage system required by Section R405.1 , , , �, � -, I , VERTICALLY FOR THE FULL HEIGHT OF orb an approved alternative method. --- m HORIZONTAL9'-0"SFT.WITH SHALL BE W O 0 Y PP ' 17 6 F- MIN 9'0"SQ FT.WITH A o ''^^ O THE WINDOW WELL, Exception:A drainage system for window wells is not required where � v! the foundation is on well-drained soil or sand ravel mixture soils in ' _______ _ " ' 2X8 DECK LEDGER ' I HORIZONTAL DIMENSION O g --- __ (4)1-3/4"x11-7/8 LVL ' ' (7)1-3/4"x 14"LVL ; OF MIN S-0"TO ALLOW FOR accordance with the United Soil Classification System,Group I Soils, , ______________ __________.________ ' SEE DET. ON DWG 2 I t• �1 as detailed in Table R405,1. ; -------------- ------------------- '------ --- ------ -------- --- --------------------------------- -- ; EMERGENCYESCAPEAND u_. Z f'-� Z RESCUE. LADDER SHALL BE � —•� - ---------------------------------- ---- J ~ I BEAM POCKET(TYP) POCK (TYP) ' SHIMS AS REQ'b SHIMS AS R Q' NOT MORE THPREMITTED AN N N 6C ENR�OCH O A TMP O , , 91_9,/„ I I ; REQUIRED WINDOW WELL �n DEPTH. V I--• I I FIN. BASEMENT u 2X4916"OC '--___-___- c I c BASEMENT SLAB-4" I STUD WALL ON ; y TYP EXT.WALL , , ' LL , TREATED SHOE PLATE ° c CAST-IN-PLACE SLAB o 'D -� WITH R-14 SPRAY ' ' E.N 1 rn TYP ON 6 MIL VAPOR BARRIER > to p o c m y J FOAM&1/2" r z I I I o o'E In ' U E- ON MINIMUM 4"SAND-GRAVEL M.R.GYP BD g ' o ' ' rn m rn Q ° a: 1 , I 1 dI ° L p , ' GROUP 1 SOILS, v 4'-0" -Z E r y TYPICAL @ EXT.WALLS cn cn I ° ° SILL PLATE ' Ln I I I - O`v ' ' ' ° 2,2 0 O X �w oo F-v c.z to I M O �� In om o0o m � W , O , 0 TYPICAL INT.FOOTING/COL M , v O= o W , , w ° y rn b 2 o a r o ' o LL o J I 30"x 30"x 12"THICK V z •- `e I o o <L r o= � _J X X , 07 � a�co � oo '� fo � o Z ¢ LL N I LL N CAST-IN-PLACE CONCRETE v o W LL w N M w , 2 0•o a s ° ~ v;°° Y TYPICAL ANCHOR BOLT -R403.1.6 > Q , J J = U, Y g o o I FOOTING&3 1/2"DIA STEEL , m J `"� c N MAXIMUM SPACING: 1/2"@ 72"O.C. "' ' ' x a�y 2 c o m•- o o c 3 ` •' . • . : . v , X X COLUMN o= �d I , I o r in a 3 L c'c,�`3 ° A. EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ti a , N N I I X 00 to , c , , a c a o t m ;; 0 2 BOLTS PER PLATE AND HOLD AT LEAST ; I N c ° COL c N N h rn ONE BOLT 12"MAX AND 3 1/2"MIN OFF `•` ' ' ' ; ; ; In r'� r m w- `o E ENDS OF PLATES. V-6" T-1'/," 9' 1" 3'-4" 10'-1'/i' 1V-6'/e" T - I c ° o o� - o 2 t TYP.CONC.FOUNDATION , , t o 0. ° m r I , m L C E 2'�c a I • __________ • E' 3 N L uia C V C Q V) C 4] C 0 O ' -- -- I •--- --' , » a cc o 8c L LVL 4'-8" to Lcio(2)1-3/4"x11 (2)1-3/4"xl1-7/8 (2)1-3/4"xl1-7/8"LVL (2)1-3/4"xl1-7/8"LVL ° N co o- H- ,o E a a ANCHOR BOLT DETAIL - =======-=- --' -=== -= ' =- -=- ' ---------------- ' ' ==--- ====::::::::::- ' = - ' --=--==-==::::::::: "-==-= ' ----------- - 1 '� ; BEAM POCKET(TYP) ; ; , ; ; '� ; ,- , ; ; ; BEAM PO KET(TYP)I Cl) ' SCALE: 1/2 - 1 -0 1 SHIMS ASREQ'D ----• .---�_--• .-- -- _----- j -�p Cl) ---- SHIMS AS EQ'D ----_- 1 - 1 , 1 (n I 1 ' C ,\ 2X4 FRAME AROUND O� STAIRCASE FROM FLOOR e I' 'I I • F.D. 6'.6" TO CEILING. TREATED SHOE k e e e e m e s s 0 , 10 W O O PLATE AND GYP,WALL BD I I O EXTERIOR "' '� 'z O ' ' U cD< j c� TYP EXT.WALL ' I I I INSIDE FACE OF WALL MIN. 6 e e:e m e e■ J ' '� ' ' Z Z W ___--- - S _I�) i ATTACH RAILINGS.HANDRAILS m I I'L LIGHT 4'-0" 1 I o Lu m tY, I I ti I 34"-38"ABOVE NOSING. H Ln L_e____e e M ABOVE I , ; W X Z F-- Q 0 W 0' O , R302.7 UNDER-STAIR PROTECTION O F'e e e man ' UP ; ; ~ (D N qJ O J; ( m ENCLOSED SPACE UNDER STAIRS THAT , ' ' W W Z U) F- IS ACCESSED BYA DOOR OR ACCESS - - , , I Z LU Q M O OI 'N °„, In I PANEL SHALL HAVE WALLS,UNDER-STAIR 0 ---------------------- ___� ; -ED_U� W JO TYP.FLOOR CONST. Yy X, - ANDANY 0 ' H O ' SURFACE HE ENCLOSED SIDE SOFFITS HROTECTED LL ' ; ; ; ' ; W 0 Z J Q W N; I O O I 1/2-INCH GYPSUM BOARD. Cl) =-=--- ; ; ; ; ; W J(Oj W r W O J W c9 0 , I I Q`v =I-m (2)2x6 P.T.SILL PLATE W/MIN. °' m' o L;- ' I ; I ; ; Q W o W=U m Q TYPICAL ANCHOR BOLT -R403.1.6 % ' TING I- cJ `\' ; ' , ' ' m LU-o"'a z¢ r° iV , INSTALL I CONPLIANCE W U_ I , I , 1 1 W W F_D J c')O 0D MAXIMUM SPACING: 1/2"@ 72"O.C. I W/PART MECiANICAL p, o I ' Q (�Z U W EMBEDMENT OF 7"WITH NUT&WASHER. a '� X ' - - I ; , ; Z z-z C�U.W C/D2 BOLTS PER PLATE AND HOLD AT LEAST , ¢ 1st FL. ONE BOLT-12"MAX AND 3-1/2"MIN OFF ' . PROPANE pl N I O ; ; O p W z N Oa ENDS OF PLATES. ; NAVIENT LL' O I UP , ' O. Q O o N METAL STRAPPING DO , CO , i_________� , O oou v�=zl REFER TO SHIELD&SILL SEALER TYP. , CCMBI-BOILER r' 3'-5'/" ' ' 19'-11'/++" ; p1 ' 6'-3/i' N T-3/+" c*� „ 8 *---------lii ; o DWG-2 FOR ., , , 8, I � n i 1 ch DETAILS TYP.CONC.FOUNDATION ' ' ' ' , T_________o I TOP OF FDN. w ______ _ _______ _____ _____ ______ ________ I ANCHOR BOLT DETAIL DECK LATERAL HOLDOWNS I 2X8 DECK LEDGER - - ' ________-fir O 19'-11/," SIMPSON DTT2Z w/(8) SEE DET. ON DWG 2 h,�„ li Z SCALE: 1/2"= V-0" 1/4"X 1-1/2"SDS I U p --------� N . • Q WITHIN 24"OF EACH END I W W SEE DETAILS ON DWG-2 p LLI #4 REBAR 12"FROM TOP I X H , , J X ; SLAB ON GRADE C w �C 7 • �' 4"CAST-IN-PLACE CONCRETE , 0 2-2x8 P.T.GIRDER ; ; ._ ;; ; ' ' ' (It�•L_'- - - - - - - -��-�- - - -- - - .1 ' SLAB W1 6X6 W1.4 X W1.4 WWM I I ON COMPACTED BASE. ., 1, I I I ' - --• -----' - -• -----'• I I I #4 REBAR AT MIDSPAN O , bo TYPICAL COVERED PORCH FOOTING drop top of concrete 24"x 24"Cast-in-Place Pier Footing minimum ; ; as required for garage ; ; �•/ 36"below grade. 12"Dia Concrete pier ; door 4"Pressure Treated post -See details I on dwg 20 for strapping and uplift connections. I '------ ------------------------------------------ ----- (2)ANCHORBOLTS -- --------------------------------------------------------- IN EACH CS-PORTAL (2)ANCHOR BOLTS FRAME WALL ABOVE IN EACH CS-PORTAL R� TOP OF FTG SECTION-SEE FRAMEWALLABOVE U DETAIL 3 ON PG 2 SECTION-SEE �V DETAIL 3 ON PG 2 W Z V 2'-10'/" 16-0" 2'-7" 244 REBARS CONT. TYPICAL FOUNDATION - 8'-0" HIGH 26-6y," 2V-5'/2" IN ACCORDANCE WITH CHAPTER 4 O0 TABLE R404.1.2(8): 48'4- �Q x 8 CAST-IN-PLACE WALL WITH 90 m � HORIZONTAL REBAR PER TABLE TYP. FDN REBAR SECTION R404.1.2(1) - SEE DWG-1 NOTE #6. TYPICALANCHOR BOLT -R403,1.6 A�;�'.~�, ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH c'a �I ": NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST A SCALE: 1/2" — 1'-0" 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE ONE BOLT-12"MAX AND 3-1/2"MIN OFFENDS OF PLATES. 9'-0" FOUNDATION WALL HEIGHT SHIELD, EXTERIOR DAMP-PROOFING, ALL 1. Walls 24 inches total length or shorter connecting offset braced wall O SMOKE DETECTOR �[� t• t!t FOUNDATION P LAN CARBON MONOXIDE DETECTOR panels shall be anchored to the foundation with not fewer than one anchor bolt REFER TO DWG-1 GENERAL NOTES �a FOUNDATION FOOTINGS TO EXTEND TO located in the center third of the plate sectior and shall be attached to adjacent CO VIRGIN SOIL & BE FULL HEIGHT OR STEP IN ACCORDANCE WITH SECTION braced wall panels at comers as shown in Item 9 of Table R602.3(1). (Fastening Schedule) 915 OF S CAL E 1 /4" — 1 -011 2O20 IFC,R314 D THE y FOOTINGS IV TO 2H � CODE OF NYS'R315 OF THE RESIDENTIAL �n � 2. Connection of walls 12 Inches total length or shorter connecting offset braced wall panels to the foundation wthout anchor bolts shall be permitted. The wall shall be attached to adjacent braced wall panels at corners as shown in +4,v ' Item 9 of Table R602,3(1). (Fastening Schedule) ��" MEN PRE-FAB/FACTORY BUILT GAS FIREPLACES SHALL BE UL LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE 48'-0" CD CONDITIONS OF THE LISTING, MANUFACTUERS SPECIFICATIONS AND NYS CODER1004. FACTORY-BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127. 14'-7" 17'-611 16-11" o GAS VENTING TO THE EXTERIOR IN ACCORDANCE , WITH MANUFACTURERES SPECIFICATIONS AND DETAILS. 7-3'/s" 7'-3Yz" 8'-9" 8'-9" 7'-11'/" 7'-11Yz" 01 FACTORY BUILT CHIMNEYS SHALL BE IN ACCORDANCE o WITH CHAPTER10 SECTION R1005 0 FACTORY BUILT CHIMNEYS. O 0 a 36x62-2-Transom r - - - - - - - - - - - - - - - - - - - - - - I I 36x62-2-Transom EGRESS 2-2x10 F-- r - - - - - - - -- - - - - - - - - - - - - I I 1 I2x10 RAFTERS " c I 2-2x10 I I I I 2x6 CEILING JOIST @ 16"oc 15'-011 z I I 2x4 COLLAR TIES @ 48"oc N W L— I I w I I I O 1 vvuuuN � Q x0 RAFTER! (d).16"oc _o 7 L 2x6 CEILING JOISTS @ 16"oc I I a X� I PER CODE N DINING W J 2x4 COLLAR TIE @ 48"oc I I N I BEDROOM #1 04 AREA 0 --0-- I \ 10'-6"CLG HT 10'-6"CLG HT /� 2 I =N v� Q f I 9' 1" I W D LU O Of 04 I Q TEMP GL I I T U) w F � 5 1l2"x 16"LVL FLUSH — -------- I O_ 0— — — — — — 3tX24-SLI R— -30)f24SdDeft N ---- ----- --- ---- ----- ----------- ---- - -- O 5-1/2"x z 1 _ - 3-2x10 I(I I _ ( '-0- 13-0 x Q CLG SPLAY LINE CLG SPLAY LINE_ _ _ _ _ _ _ _ _ _ _ _ _ - 5'/Z 3'/z' KITCHEN T 5'/z1 � 0Q0 1 9'-02 2x10 " 8 '/z - "CLG HT U_ rrV v!12'-0" 8 4 12-0 3'/" 5'/z' 3'/2" ° 5'/z" I , W~W I o -'° I I " I�ALKIIY LIVING 1 I - Y10 CLOSET® C BATHROOM `r° `r LLI9-o 0 4 fan 10'0"CLG HT �� I 1 ROOM I o o w V5 R E•co- w o t o I = 9'-0"CLG HT 9'-0"CLG HT , `° 'I in is � z z° o o 2 y D� Co "T BD M H "9 CLG 1 11 ' - fn I = N 47,� O a R #2 W QW C\I m N U=z rno @� I I N I N rn d m E' m .N (@� 10'0"CLG HT z g `o� I _1 O 1 -6 4-0/z ° M burn o c c a� c o 10'0"CLG HT LL 2 UL LISTED GAS 0 I , ,1 ,o L�o- w•---w E 10/ �i W J-� : O »- - c C rn Cn Cn I I 0 PRE-FAB FIREPLACE , w ° `� c `o coi di T 0 � ° LIN o U OU I I Q .N AS PER RESIDENTAIL � O I T -- `� >O al c $ � c L °' o a) � w O F= Lu >w o- a a� �"' U' o CL / ao iV \ CODE-CHAPTER 10 LL U) , I Q o c A m c.- �o L a z g `t x FACTORY SEALED GLASS O �' I �-O g W .°�c °'a� O a 1n M ` o I w ° 2x12 RIDGE - — X N — i VENT AS PER MANUR 1 'I w ui c o N ` > ? oa` o a i� �e m— m O J Q 3'-O�/11 - N Q I _ - 11 I O `7 O — �.n U " " r— I -- _ I I 1 Q7•IN 2 c o LO•— Q O C N v I e o 0 o SPECS o o1 O C ¢zMU-m aw �'•° N 4" SEAL8INSULATE 2'_4 I I I L�L =N O ct ca� a , C =N1 LL�Y[Yl O N - O.0 W L ={ ATTIC ACCESS PER I I ,I I 3 I S SECT,1102.2.4 I -1 MI O L a `c = y o o v Q SEE DET ON DWG-3 O I0-1 LO ° I `N I Q 9'-10'/z" 3'-6" '-2'/zll 1 0 = ) o c`o-0 m c w En° E I 1 -'C---s� N 4' co I I ZI I �, _ t c �-- ,o L E m o o LL 6 1 " " 1 ` O._-E c I 2x12 RIDGE N �- a'm , A O I I m =_ 3/z (2)1-3/4 x 9-1/4"LVL FLUSH 04 10 Z _ Q c o 1 ° - - _ _ _ - _ ..z- - HALL _ 71-0" C I I M e- �' O - - - -, 11 - - e■ees==s= 22x10 NCaE= NbN2C"- N c O0 -- ' --_ _ ---_ ' DOWN O I I co 6-4 I 51-011 31_011 _N F- o rn m F- Lo E n._ o n e �z iD�-frl_G� 1 L O B'O 7 L C co N I M 2'-4' a-2'-611-�- - • M fV N I ■esees ■ I ' 1r5--- l 30"X30" \ / Z4 _, S M N 2'-4" I IN ❑ I I ° O ��ses■ o S ♦ ------ INSUL I I o N F=====0==== ' - - v I ACCESS I o �� CO DN FA o 0 1 HATCH I I IL+ ® Zo Fo in io A 1/ BEAA WALL I _ I I I ° - -- ---- 5' 11 cQ 4'-10" 8'-3'/i' I I N 7'-011 cl WALK-IN WALL / ` I I \ '13'-811 1_01 61.411 „ 11 CLOSET 1 --------- 11' 10" I --- ---- 3'/z I '/ I 6'-4" W ,w N FOYER N N I - - ` I I > o - -- ------ --. W - W m -� 0 1 co M I I ------ I l i = > 1Q FAMILY $ - - --- - ------- Igo N ' ca N _ \ I � I I� ROOM c I -- - R-15 BATT h R302.5.1 OPENING PROTECTION. U)'I J I N I I 1 cP 0 9'-0"CLG HT x _ INSULATION on INSULATED SOLID CORE STEEL �I I J N N / BEDROOM#4 - - __- x ,Z N _ _j 1 O DOOR,20-MINUTE FIRE RATED. O _ I Q LL n WEATHER STRIPPED _ S O io LOSE I I 1' W > UP 15R Z wi SELF CLOSING DEVICE. QI I X N WALK-IN 10'-0"CLG HT I , J m / 2x10 RAFTERS Ca.16"oc , 2 R F ERS 6"o ` M I I 11 ' 1 11 1 11 6 11 w u- �0 " 3'-6" X I 3 5 6-10 3-5 �I Xzt l v M w 2x8 CEILING JOISTS @ 16"oc 12x8 CEILIN JOISTS @ 1 5,/z„ �' I 2x4 COLLAR TIES @ 48"oc 2x4 COLL R TIES @ 48" _ — M In r 6 � IJ I 2 2x10"- "I �a;L+ 2 2x10 32 2x10 N ,I N (3)1-3/4"x 18"LVL 1 I � 5-2X4 g,, 2- x8 1 -----------------------------------1+--------------- --- --17 POST 36x62 36x62 5 2X6 d ❑ I POST =N CV W L — — — — — —36x62-�jransom--—- — — — — — I GARAGE o N ~ _ I I = 2 DWELLING GARAGE � z EGR S I SEPARATION IN N N I Cn ACCORDANCE WITH I ~ TABLE R302.6 W ❑ Q 1 I p SEE DWG-1 FOR TABLE m W - ---------------Mt)tATSWAtLS--------" O U) J z COMMON WITH LIVING I•- > Q I ------------------------------------------- ' J , N o ------------------------- =__==_------=___ ------ 1 _ AREA, U W (�------------------- I N v 1 19 Q (n _ _ _ _ 2x10 RAFTERS Cn.16"oc o 2x10 RAFTERS n 16"oc r �-' PORCH COLUMNS - -- - --- --- ---- N DETECTOR PER R314.2.1 COMPOSITE DETECTOR HEAT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 p - - 1 2x6 CEILING JOISTS @ 16"oc N 2x6 CEILING JOISTS @ 16"oc I ---___ - -_- N i I 2x4 COLLAR TIES @ 48"oc Lx 2x4 COLLAR TIES @ 48"oc I cn I I cfl N 1 ' 20'-10'/z" i01 I 1 6'-7'/�' `cn ' POST 27'-0" (2)1-3/4"xi1-7/8"LVL LVLTYP MCI IL A ` - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - -' 192X96-8 PANEL-4 GRILLED WINDOW co AREA SCHEDULE W [ , NAME AREA [� a FIRST FLOOR AREA 16501 sq ft. V rA '-' SECOND FLOOR AREA 1002.3 sq ft, 3'-10'/z" 15'-0'/z' 7'-7'/z" 2'-83/" 1 6'-011 2'-83/" R312.2 WINDOW FALL PROTECTION NOTE: GARAGE AREA 455.E sq ft. 9'-0" PLATE HEIGHT TOTAL AREA 3108.6 sq ft. 26'-6'/z' 21'-5'/z'::1 �' h�l 0 ✓ M V TOP OF THE WINDOW SILL SHALL WINDOWS: ALLOWABLE AREA 3124,C sq BE A MINIMUM OF 24"ABOVE THE FINISHED 2ND FLOOR PLAN 48'-011 �, As manufactured b MI •.. FLOOR AND GREATER THAN 72 ABOVE THE 1, _ Y SCALE: 1/4 - 1 -0 cat FINISHED GRADE OR OTHER SURFACES Model #: 1556 Double Hung Vinyl Windows. 0 .ti 1 [NY]915.3.3 Residential Buildings and Commercial Buildings BELOW ON THE EXTERIOR SIDE OF THE n accordance with R609 With an A3ached Motor Vehicle Related Occupancy o � M CZ BUILDING. SHALL COMPLY AS FOLLOWS: AREA SCHEDULE �n To be designed & installed as per manufacturers Carbon monoxide detection shall be installed in a central or otherwise approved NAME AREA specification for 130 ultimate design wind speed location in each occupiable space In a commercial building and within 10 feet of , „ r R312.2.2 WINDOW OPENING CONTROL DEVICES: SECOND FLOOR AREA 1002.3 sq ft. and Table 301.2 2 301.2(3) the entrance to sleeping areas and sleeping units in residential buildings 9-O PLATE HEIGHT ,, 4� D Ai�cyo WINDOW OPENING CONTROL DEVICE SHALL � �1 and commercial buildings that: 1ST FLOOR PLAN COMPLY WITH ASTM F 2000.THE OPENING Glass Type: Argon & Low E: U < .30, SHGC < .30 AREA SCHEDULE Q DEVICE AFTER OPERATION TO RELEASE THE 1. Have E communicating opening with an attached motor vehicle related occupancy, „ _ ,1 N �, 11 ,� 2. Share one or more common walls with an attached motor vehicle related occupancy,or SCALE: 1/4 - 1 -0 NAME AREA DEVICE SHALL ALLOW THE WINDOW TO EGRESS: shall meet R 310 R.O. size: 35-3/4 x 61-1/2 3. Are located one story above or below a motor vehicle related occupancy. FIRE BLOCKING SHALL BE INSTALLED FIRST FLOOR AREA 1650.8 sq ft, FULLY OPEN TO MEET THE CLEAR OPENING IN ACCORDANCE WITH R302.11 AS REQUIRE TO MEET EGRESS R310.2.1 SMOKE DETECTOR THRU R302.11.2 AND DRAFTSTOPPING GARAGE AREA 455.8 sq ft. } WINDOW FALL PROTECTION: shall meet R312.2 O PER R302.12 THRU R302.12.1 . CARBON MONOXIDE DETECTOR REFER TO DWG-1 GENERAL NOTES `'�� CO IN ACCORDANCE WITH SECTION 915 OF THE ._�G 2020 IFC, R314,R315 OF THE RESIDENTIAL CODE OF NYS BRACING METHOD CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) DETAIL #1 ON DWG-2 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10,5 3, BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10,7 CS-P F CONTINUOUS SHEATHING 4, EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE PORTAL FRAME SHALL BE OFFSET NOT MORE THAN 4 FEET. DETAIL#3,DWG-2 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL BRACED WALL PANEL CALCUALTIONS THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 't 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH O END OF A BRACED WALL LINE O PER PLAN BRACED WALL LINE 1-A 1-B 1 C 1 D 1-1 1 2 1 3 1-4 1 5 1-6 2-A 2 B 2 1 2-2 2-3 GB GYPSUM BOARD 7, THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL ' PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE � TABLE R602,10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP/GB GB CS-WSP CS-WSP/CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP BRACED WALL NOTES: R602.10.2.2 0i BRACE WALL LINE SPACING(FT) 16 16 15 15 27 12 13.16 27 9 22 32.33 32.33 14 14 8 REFER TO DETAILS ON DWG-2 ti FOR HOLDOWNS,STRAPPING,BRACED O TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH 27" 27" 27" 27" 32" 32"/16" 32"/48" 48" 27" 38" 27" 27" 27" 27" 27" WALL DIAGRAMS AND DWG-1 ' FOR NAILING SCHEDULE. ALL BRACED C) WALL PANELS SHALL BE FULL-HEIGHT TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(INCHES) 7 7 7 7 5 3 6 23 4.5 4.4 SECTIONS OF WALL WITH NO VERTICAL c:) OR HORIZONTAL OFFSETS. fz TABLE R602,10,3(2)Page 181 WIND ADJUSMENT FACTORS BWL Q BRACE WALL LINE � 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U I p l co ( Q 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. WALL HEIGHT .95 .95 .95 .95 .95 .95 .95 .95 .95 1 .95 .95 .95 .95 .95 m ' m ' m ' I I I ml 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.6 1.6 1.6 1.6 1.6 1.6 1 1 1.3 1.3 1.3 4'-0" 14'-5" 1 9'-811 1 16-11" 4'-0" z 5. ADDITIONAL HOLDOWNS 1 1 1, 1, I U 6. GYPSUM BOARD OMITTED ' I �4-0 4-11 /2 z � 7. GYPSUM BOARD FASTENING .7 4'-31/z11 LS-WSP w O 3'-1011 CS-WSP 8.HORIZONTAL BLOCKING OMITTED 2 2 2 2 2 LL RESULT ADJUSTED BRACED WALL LENGTH(FT) 11 11 11 11 7.6 4.5 9.2 24.5 6.8 7 CS-WSP CS-WSP CV 6 W N I LU I a Q TABLE R602.20.5 ADJUSTED LENGTH CS-PF 3.5 8.5 O 1 a ~Wow � d 0/ PER PLAN BRACING LENGTH PROVIDED(FT) 39 20 14 12 8.33 9 15.5 33 7.5 8.5 O, I U) o I I W Z o I U BWL 1-1 0 L L r Ent)¢ COMPLIANCE YES/NO YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES U) O I BWL 1-2 I I I o M it I o o 0 o � REQUIRED BRACING LENGTH X ADJUSTMENT FACTORS=REQUIRED BRACING LENGTH(FEET) I I - O I F-<O I D.. z 7 ABBREVEATIONS; BWL=BRACED WALL LINE, Z 1 1 1 Q a 1 o BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL I I I I j r�� '0 lO CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION I I U 2'-101/8' I 2'-101/8' M E N I I �'y ' cS_ P o o a E r 1 1 1 � 01 d y m C -WSP I .__ � � Lyyb Ow O �'C U O C 1 1 v c 0'Z n o 0 0 m N ' I I i � - coi a) tT .b� �� o `o y1 1 N C O C C N O 2 y"LL y aU c o mn ° ° ° m 1 BWL 1-3 I ( I cc � aL�s�'G 1 11 ' I , 11 1 1 11 1 1 , C o 0. N'' - +-' y 3 y 4-0 31 -3/2 4-0 - - - - - - - - - - -1- - - - - - - - - - - - - -�- - - - - - - - - � - I 1 y '0' w m= cu L m� P 3 o E ' 9'-10/" o co N � C� off 6� o � � a 2 Oy y V E CS-WSP I I CS-WSP , ' ' H t H to a o� zo ' U rn co a _• CV I O Lo » � mcc � Oru�`� CL 1 GB METHOD , j I1 ' TABLE R602.10.4 °' 0 I 7"O.C.AT PANEL EDGES 't >, 1 ' , INCLUDING TOP AND ch N , OTTOM PLATES,7"IN FIELD 1 BLOCKED AND BWL 2-1 U U coI ALL HORIZONTAL JOINTS - - - - - ~ _ - - - - - - - - - - - - - _ - - - - - - - _ - - _ - - - _ - _ - _ - _ � - - - - - _ - - ' FRAMING CONNECTIONS ' ' I 1 AS PER DETAIL 2 ON DWG 2 1 1 I 1 1 ■sssssss■ BWL 1-4 I � I ' s s e....... 6'-10" low-wo BWL 1-4 I I9' 101/2" T woes- I- - 41q 11 1 Q 1 1 _ � e s e s e s e s■ 1 _ O "' 1 aces sesss I I C) I GB METHOD 1 O ' TABLE R602.10.4 1 I O I NCO.C.AT PANEL LUDINGTOPAND ES I , 1 BOTTOM PLATES,7"IN FIELD ' ' N ALL HORIZONTAL JOINTS , -------- --- BLOCKED AND _ GB METHOD ct Z FRAMING CONNECTIONS 4'-0" I ' - TABLE R602.10.4 ' N BWL 2-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - BWL 2-2 - BWL1-5 - - - - - - - � _ -AS PERDETAIL20NDWG2 - - - - - - - ` - - - - - I - -\ INCLUDING INGTOAT ADGES I fY Q ' O INCLUDING TOP AND W BOTTOM PLATES,7"IN FIELD ' no 6i - - - ' IL Q- ' I I co ALL HORIZONTAL JOINTS I O J ' - I O ? I 'I , FR�MKNG CONNECTIONS G- \ U W 0 (n li AS PER DETAIL 2 ON DWG 2 I O U 1 yJ N O U I CD ' 00 _ 00 I I = , U I CS-W P I - - CS-WSP - 1 I BWL 2-3 N I ------ BWL 2-3 -• - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - -- - - - --� - - - - - - - '-41/2" S1.1,/z' I I ►-+ U - - 1 I I♦I ------------------------------------------ ' - o C:) 1 CS-WSP CS-WSP 1 CS-WSP - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - 1 I ' CONTINUOUSLY SHEATHED i2 U O 1 _ PORTAL FRAME.SEE DET 3 I Q 1 I O ON DWG-2 AND 7'-21/a" 71-21/" I cfl FIGURE R602.10.6.4 cn "t w ,� M 'm I 04 (2) 1-3/4"x11-7/8" LVL V -d bu 00 as ram ~ I CS- F ! CS-PF O/w o C r � I114 11I 4'-0" 31'-31/2" I 4'-011 15'-6 11/32" 4'-0" 24'-1" 1 15'-11" 4'-011 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN ' SCALE: 1/4" = 1'-0" orso�o SCALE: 1/4" = 1'-0" �� ;, spa` ' �'O co�E �t TOP OF ROOF C> 1 T 1 00 C) 1 I= 0 C) /r 6J_ GUTTERS&LEADERS Q S REQUIRED TYPICAL H CONCEALED >" FLASHING TYPICAL ❑ D W Z � 12 12 W J 12 8 8 CONCEALEDFLASHIN Q O 8� 12 TYPICALLil s W :D 0� O O Toy of Plate — _ _ — — _ — — _ Top of Plate Q ry v W 0 cn W O O I ® ® ' 0- z z o - ' O Q :D CD CD I I I I rn fn C I I � E I -�o To f Subfloor .0 - - - - - - - - - - - - - - - �ofSubfloor o�� o I TbLof Foundation _ _ _ — — _ Top Foundation U Q; j- - - - - - - - - - E rinyvow II 26-011 1 dy � co ca �� oc3 I I ��N O 3 L c E zg ore 261-011 I I I _ o «- o 0 0 o r w auto '"?C, NC -.5y tO =3 yCU 'EREAR ELEVATION : a E ESCALE: 1 /4" _ 1 _0v' : Vt UU C C� I II I I I I laZayc � = . o a� cn.Em mvca8:s 12 II I I I I I CO c o iu IL- mEcL 3 a TbEofFooting` - - - - - - - ' I— — — — I — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — . I I� - - - - - - - Two of Footing - - - - IL - - - - - -L—ter - - - C - - —[. - - .� L_- -J — — —L — - - - ��- -- - - -� _ � _ j - - - - - - T 12 8 12 CONCEALED FLASHING TYPICAL GUTTERS&LEADERS S REQUIRED TYPICAL To of Plate Toy of Plate cV LU 12 O ~ N � 8 12 N z o �8 W iV a� m W W co O W Q C? U M O 0Y cj) 11110 To of Subfloor— _ _ — _ — TO of Subflo21 or Toof Plate _ — _ _ — _ — N — _ — — _ Top of Plate TRIM BD ® ® �� f �� - - 2 1 ® ❑❑❑ ❑❑❑❑❑❑ ❑❑❑ ® C? I ❑❑❑ ❑❑❑ ❑❑❑ ❑[:]❑ o i H a i I � UM � o ToLi p of Subfloor— _ _ — _ — I E...� Q' 00 To Eof Foundation _ — _ _ — — _ — —Top of Foundation I ^ ~ ,> M V I W � P/ � -Loa 5 fx I 261-011 � I FRONT E L E VAT I O N ' I 1 1 26'-°" I I I I I I I I II I 1 AR I I I I I I I II SCALE: 1 /4" = 1 '-O" I I I I I I I I n I I II To of _z _- I — I7- - - - - - - OPFooting - - - - — — — — — '� � 12 W z U 1� UTTERS&LEADERS Z 0 AS REQUIRED TYPICAL o Lu J Top of Subfloor Q O Plate ''^^ VJ 0 D i I 0 O C) C) i o i U) wO0 0 0- z E.... z o /� 00 Top of Subfloor I (D (n _ — Top of Foundation -E O C (` y N p E y O� N ° I L c c E `o no`ow I I RIGHT ELEVATION EMERGENCY ��c o•� o o w �� $ ESCAPE m ��, o ° aUi ° � Eym 11 1 11 AND RESCUE ' ' r a 3 r.n n o c ° SCALE: 1 /4 = 1 -0 �.. y - 3 — 0 -Qo o n. rn ma C U C N •'C.. L ,D— " C Lop L — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — I — - — — - — - of Footing r a c rn a 3 E � °� o � �o ° of0 °t S cu 2 cu C V H a ° m o mcaEm m� c0 o � TOPOFROOF I� 12 7 — _ _ _ — _ _ Topof Plate _ _ — _ _ _ — _ _ _ _ — _ — _ , _ — _ —TopofPlate N � O LU N 1-- 0 N Z 0 0 � o) W p 4 co W LLI 12 0 w U GUTTERS&LEADERS 3 O AS REQUIRED o PICAL Top of Subfloor Top of Plate I o � I b o a IA Top of Subfloor11 —Lill I U Z OU .-7 _ _ — _ _ — ToLof Foundation I H � a+ ►�+ a .> MaU I ► I I � � I I I I � � 'mod moo � O I I EMERGENCY ct I „ I I I ( I O O M ESCAPE LEFT ELEVATION a AND RESCUE I I I I I o SCALE: 1 /4" = 1 1-011 �-- i IL AV — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— — I _ _ — Top of Footing " - i-, - z - - - - - - - - - - - - - - - - - - - - - - _� - - - - - - - - - - - - - - - - - - - - - - - - - � - _ - - - - � I (:fv. 0 �� JL 4"VTR 4"VTR ROOF VENTS: P3103.1 ROOF EXTENSION INSULATION SCHEDULE �. OPEN VENT PIPES SHALL shall comply with 2020 IECCNYS 2 O--,- - .- -_2" EXTEND MINIMUM 6"ABOVE p y 1t' THE ROOF OR 6"ABOVE THE Res-Check & HERS provided by O ANTICIPATED SNOW ACCUMULATION. Michael Caruso Energy testing Services ' ' - 3 Res Check Date: 12131/2024 ' P3103.2 FROST CLOSURE: O ' WHERE THE 97.5%VALUE FOR 1 1/2" 11 1/2" 11 1/2" ; 1 1/2" .1 1/2" :1 1/2" OUT-SIDE DESIGN TEMP IS 0 DEG F 00 OR LESS.VENT EXTENSION THROUGH 2" 2" A ROOF OR WALL SHALL NOT BE LESS Location R-value O CI ' THAN 3"IN DIAMETER. ANY INCREASE Vaultedg R-30 2 ND FL. IN SIZE OF THE VENT SHALL BE MADE Floor(outside air) R-30 0 NOT LESS THE 1 FOOT INSIDE THE Exterior 2x6 walls R-19.3 2., 3„ ; 3„ 2„ THERMAL ENVELOPE OF THE BUILDING. air seal walls to pass 3 air changes per hour ' Above grade attic walls R-15 < Basement Walls R-14 x 2 All Glazing U = .30 SCGH: .30 ¢� �- - -; 2" ? _ Doors-less than 50% glazing U = .40 ' Door-more than 50% glazing U = .30 SCGH: .30 3„ y 1/2" 2" 1 Vi- 1 1/2" 1 1/2" : 1 1/2" ; 1 1/2" ; 1 1/2" *If part or the entire attic will be decked over with plywood, W Z WASHER Dw the ceiling joists must be deep enough in order to fit the V 2 2 2 ; batt insulation so that it is not compressed. If not then F1 -1 FL-7 1 sT FL. Clg Jsts will have t0 be built up or upgraded to the next size. Z ❑W J 3" 2„ 31, 2„ 2" 0 Other Specifications: ❑ _ 3„ • Windows: Us 0.30, SHGC5 0.30 C� • z 100% high efficiency lighting (CFL's or LED's) W F— ❑ ❑ • s 3 air changes per hour Q • z All Energy Star appliances 0 '^^0' BASEMENT ❑ �/ Q vJ R403.6 Mechanical ventilation shall be provided that W J meets the requirements of section M1507 W W 0 0 3" 0 (D _ Co Co R403.7 Heating and cooling equipment shall be 6_ Z Z sized in accordance with ACCA manual J by a 0 Q ❑ To a New Suffolk County 4" certified third party rater. 0 0 Approved Sanitary System PLUMBING RISER DIAGRAM o- (D cn Not to Scale 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 TYPICAL ROOF CONSTRUCTION y 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS E o MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 Class A Asphalt Roof Shingles w/ 0 y R602.4.6 COLLAR TIES o o rn fasteners per manufacturers specification ', o rn may � o � n� m WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, and R905 OF THE NYS CODE. w w E z �°'v o Y THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE o o c0 " o c tQ c Underlayment as per section R905.1.1 & z a o 8 �, AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1), �, o COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, installed per Table R905.1.1(1) �,�8 m w gg °' o CONTINUOUS RIDGE VENT ;g a"i c o c c W SPACED NOT MORE THAN 4 FEET ON CENTER. o a� a o " a o Ice & Water barrier as per section R905.1.2 RIDGE STRAPS IN ACCORDANCE WITH = Q•'� N� �� = aY 6 c N1102.2.3(R402.2.3)EAVE BAFFLE RIDGE BOARD TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES, (Note: Double underlayment is required s 3 �, c 3 FOR AIR-PERMEABLE INSULATIONS N o r o c'c 3 E m IN VENTED ATTICS,A BAFFLE SHALL BE R802.4.6 COLLAR TIES p ) o o c°� m o °c CL INSTALLED ADJACENT TO SOFFIT AND for Roo slopes between 2 on�12 and 4 n 12 N C. y SHALL BE NAILED with 4-10d Framing As per plans with 1/2 exterior grade c c c L - EAVE VENTS. BAFFLES SHALL MAINTAIN BOX NAILS IN ACCORDANCE `''':' SELF-ADHERED POR905.1.2 ICE LIERS;YMER MODIFIED s an rated structural I ood or OSB Sheathin w a� _ AN OPENING EQUAL OR GREATER THAN WITH FASTENING SCHEDULE 4 BITUMEN SHEET USED IN PLACE OF Nail to framing in accordance Fastener '' ° g c .� o oa THE SIZE OF THE VENT. THE BAFFLE % c SHALL EXTEND OVER THE TOP NORMAL UNDERLAYMENT AND ]n y m Co v o OF THE ATTIC INSULATION. 2x4 CT @ 48"oc EXTEND FROM THE LOWEST EDGES OF Schedules & Strapping per detail sheet(s). ;:s ¢ c c (b o a� cnEm mofOf Uwe ALL ROOF SURFACES TO A POINT NOT Flashin per R905.2.8 L o c c °' o µ m RAFTER/CEILING JOIST HEEL 12 `"' LESS THAN 24 INCHES INSIDE THE g p I- o m m v F m E EL o a JOINT CONNECTION "I EXTERIOR WALL LINE OF THE BUILDING. SHALL BE NAILED ON ROOFS WITH SLOPE EQUAL OR GREATER TYPICAL SOFFIT CONSTRUCTION. ' '''. UNINHABITABLE ATTIC THAN 8/12 THE ICE BARRIER SHALL ALSO BE TOGETHER IN ACCORDANCE WITH LIMITED STORAGE APPLIED NOT LESS THAN 36"MEASURED ALONG 12" overhangs-typical WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) R-30 SPRAY THE ROOF SLOPE FROM THE EAVE EDGE OF THE _ 6" fascia & 6" rake boards."azek" or equal WITH SIMPSON H2AAT EACH INSULATION BUILDING Metal drip edge per R905.2.8.5 RAFTER TO STUD. _ Top of Plate Vented Vinyl or Azek vented Soffits R802.5.2.1 LAPPED JOIST _ — _ _ _ Top of Plate LAPPED NOT LESS THAN 3". SHALL BE NAILED 16d TYPICAL EXTERIOR WALL COMMON NAILS IN ACCORDANCE 2x6 Doug-Fir Wood Studs @ 16" oc. WITH TABLE R802.5.2 ON DWG-1 � TO WALL STUDS Double top Plate and Single Sole Plate. /LEDGE [3 ® _ w/ ((3)SIMPSON NED SDS WOOD SCREWS 1/2" exterior Grade - Span Rated o AT EACH STUD _ Continuous Structural plywood Sheathing. r RAFTER FASTENED TO LEDGER w/ C) Fastened L BEDROOM #1 (3 EACH JOIST.FTER&SIMPSON A35 �, per Fastener schedule. BEDROOM #2tyvec House Wrap or equal. Composite / cement Siding as per clients selection R-19.3 SPRAY INSULATION �' 12 2x6 Rafters 16"oc installed per manuf specs and NYS code. Q s 2x4 Ceiling Joists 16"oc Cont. load path strapping installed in accordance Top of Subfloor with drawings. Provide Fire Blocking in accordance Top of Plate with R302.11 & R302.11.1 and - — - — - — - Draftstopping per R302.12 & R302.12.1 N Lu o 4"AZEK BEADED TYPICAL FLOOR CONSTRUCTION N O PORCH SOFFIT ON N Z R-19.3 SPRAY FURRING STRIPS 3/4" Plywood Span Rated Subfloor, ® ® INSULATION Glued and Nailed in Lu IQ Q WRAP HEADER IN o AZEK BOARDS o accordance with the fastener schedule. °' FOYER Floor joists and Bridging as per Code. Q U W U O W cn R-19.3 SPRAY TYPICAL FOUNDATION CONSTRUCTION INSULATION FAMILY ROOM wooD _ in accordance with chapter 4 WOOD POHRC 3000 psi Air Entrained cast-in-place concrete TYR DECK GIRDER DECK _ _ _ _ _ Top of Subfloor wall on cast-in-place Concrete Wall Footing per SEE DETAILS R403. refer to Foundation Plan for footing size & ON DWG-2 Top of Foundation _ — _ — - — thickness. Concrete Horizontal and Vertical LO R 14 SPRAY Reinforcement per Chapter 4. & gen note #6. d LVLGIRDER INSULATION e; Damproofing per R406. 2- 2x6 approved R-14 SPRAY treated Sill Plates, Sill Seal And Termite shield per INSULATION IN 2X4 STUD WALL T R DECK LEDGER ;° IN 2x4 STUD �•, Section R318. Anchor bolts per Foundation Plan SEE DETAILS °; WALL r Li DWG-2 .� FINISHED �: o and R403.1.6 00 T BASEMENT ' ;t W b,;' r' b, INTERIOR WALL FINISH ., Provide 1/2" Gypsum Wall Board on ceilings o • `. TYP.BASEMENT SLAB �•• and walls except basement walls & clgs - unless Z noted. Min 1/2" Moisture Resistant Wall Board on E—( � r..r C) _ _ _ _ To of Footing Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. W -c Provide 5/8" Fire Rated gypsum wall Board on walls U o .� MIL VAPOR BARRIER and ceiling located as per code, manufacturers 0 x b `V requirements and drawings. o M cz SECTION - A 0 SCALE: 1 /4" = V-011 „ . f r� e mac, �-.• J T PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 d t�- OF THE IRC RESIDENTAIL CODE. SEE DWG-2 FOR STRAPPING DETAILS AND DWG-1 FOR NAILING SCHEDULE W z U w z 0 W -j 0 O cn _ W o ~ a 0 0 0 W _J ,i o- z z O < : a CK 0 0 0 N �J C E o c E y m o E 12 t E m� ° nar ` L N N Z7 `O f` _�,t U CO U f6 V T 'O C C Z a ° O C ca f0 2 Q1 C 0'a DT. O O O Y Y O y C O W y n 0 C 3 mY ,�0 3 L c c� 3 ° .O C U B O L� U O •O O V O O C n U {p 'n-4. N � y 01�� L N m L Na ° o30o D Q C7 CO p �C +O-� C N N•U E d 22.N O y d•C Q N C O C 0 O L 0 7 O CL co 0-0 O 2 "- N F- ° Nma Ea� On JL 4"VTR JL 4"VTR ROOF VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL I.__• EXTEND MINIMUM 6"ABOVE 2" •� ••� •• _•` 2„ THE ROOF OR 6"ABOVE THE _• ANTICIPATED SNOW ACCUMULATIO . P3103.2 FROST CLOSURE: 3 ' , WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROL GH 1 1/2" :1 1/2" :1 1/2" : 1 1/2" : :1 1/2" 1 1/2" A ROOF OR WALL SHALL NOT BE LE SS ' THAN 3"IN DIAMETER. ANY INCRE SE IN SIZE OF THE VENT SHALL BE MA)E 2" NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILE ING. r.. 2 ND FL. 2" 2" , 2" uj.�- 3 O Z : 1 1/2" ' : 2" 1 1/2'. 1 1/2" : 1 1/2" : 1 1/2" : 1 1/2" ' : 1 1/2" W Q Q WASHER DW : m � W 72' , 2„ 2„ J Q 1 1ST FL. U W U 3, O � cq , 3" 2„ 3„ 2„ 2 11 P-1 i J�j 3„ , ' h�l H ' BASEMENT , ' ' N : r C'J C�1 CO CO VCz ~ To a New Suffolk County 4it Approved Sanitary System PLUMBING RISER DIAGRAM W o Not to Scale C) x N 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 ROOF PLAN CD `� rn ct 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS SCALE: 1/4" - 1 -�" / `n �O MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 o 0 13� _ V Z_ 0 Z Q W —� Z U � Z W W Z Z VENTS: Q Z) P3103.1 ROOF EXTENSION 0 OPEN VENT PIPES SHALL W r- U 4"ROOF VENT EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ROOF ANTICIPATED SNOW ACCUMULATION. z P3103.2 FROST CLOSURE: J ^ J WHERE THE 97.5%VALUE FOR Q O OUT-SIDE DESIGN TEMP IS 0 DEG F U OR LESS.VENT EXTENSION THROUGH Q W LL- FIRST FLOOR A ROOF OR WALL SHALL NOT BE LESS U^ THAN SIZE OF THE ENT SHALL NCREASE 14 BE MADE '0" N u" [�� v, NOT LESS THE 1 FOOT INSIDE THE W = L.L THERMAL ENVELOPE OF THE BUILDING. J T 3��V 3 V 4,_0„ �11 �L. O w Z"V Z 0 2"V 2"V 2 r ) AV SIPK � O „ v 4 UNFINISHED Q 00 STORAGE ROOM w W Cn �— 2 W.C. EXERCISE ROOM CONC.FLR SHWR 8'-10"CLG HT 8'-10"CLG HT O Q � T 1/2"GYP BD y BASEMENTT TILE FLOOR O ^ � 2" 3„ 2„ ur) 2' 2" 2" o I— Ca C.0 4"C.I.WASTE cc 00 X /y O O TO AN EXISTING 2X4 STUD WALL @ 16"OC u�1- SUFFOLK COUNTY APPROVED 1/2"M.R.GYP BD EACH SIDE a- Lo J W SANITARY SYSTEM FUTURE EXPANSION PLUMBING RISER DIAGRAM E.00 12'-8" 33'-1'/�" o c 2 y N.T.S. N� oEL2 01 U O 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 w.E',r:S E m 4- y v`o w 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS O ¢ `p 6 - ", `�' o .4 MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 CD w R 14-2" " n �' c m 72X80 OPENING CLOSED CELL ai'o a cps w '� L'°° RECREATION ROOM 4'0" c y >n = o `g o INSULATION 8-10 CLG HT m.y 2 c o m- o c 3 TYPICAL t 1/2"GYP BD w " w C 2 3 = c'c 3 �°, CD 32X80 o TILE FLOOR u"i ° on m O LS.ILI C p O,02 _ d L p•7 C p N p 0 3 V 0 C O Cr U p L O 'C O n L V y p p L C E canj p y a BATHROOM m b Z c= <co C a) 0 a� c aE m m-a aoi o � B 8'0"CLG HT 2X4 STUD WALL @ 16"OC H uoi m IL— m E a.E`o a. 1/2"GYP BD 1/2"M,R.GYP BD EACH SIDE TILE FLR Floor System FAN - - ----- ---- ----- ® , 04 MECHANCIAL ROOM INSTALL AS PER CODE CHAPTER 12-22 - - -- -' „ MECHANICAL CONTRACTOR TO VERIFY 6'-0" 2'-4'/" �■■■■■■■■■ rn TOP OF 1/2 Gyp. Bd CIg. SIZE OF ROOM PRIOR TO INSTALLATION OF ■■■■■■■■ V) F.D. MINIMUM CLG HEIGHT: 7'-0" EQUIPMENT AND NOTIFY GC OF ADJUSTMENTS. ° ,__ _ __ 32X80 e a a a a a a a a C� CONC _ — PROVIDE 5/8"FIRE RATED WALLBOARD ON CL4SET INTERIOR OF MECH.ROOM SIDE AND ;■■■■■■■■ 4'-0" Ground slopes '/z'FIRE RATED WALLBOARD ON OPPOSITE ; ; ■■■■■■■■ away from wall SIDE.PROVIDE A NON-COMBUSTABLE FLOOR o AND INSULATE WALLS COMMON WITH HEATED " ;___f.3,_Q,i; V-9,/„ UP @ 5 Io AREAS.PROVIDE AIR FROM OUTDOORS THRU 71 LOUVRES ACCORDING TO PART V-MECHANICAL Fire-Blocking, continuous @ ceiling level CHAPTER 12 OF THE NYS CODE. and horizontally at intervals not exceeding PROVIDE FRESH AIR TO EXTERIOR. Damproofing 10 feet o.c. ALL MECHANICAL EQUIPMENT AND UNFINISHED -- f' APPLIANCES HAVING AN IGNITION INST LL IN COMPLIANCE UTILITY ROOM U, SOURCE SHALL BE ELEVATED W/p RT V MECHANICAL CONC.FLR _ concrete foundation wall A MINIMUM OF 18 INCHES ABOVE 8'-10"CLG HT LLI THE FLOOR.IN ACCORDANCE WITH 1/2"GYP BD O UP „ PART V,MECHANICAL. REFER TO MANUAL J,D&S Treated wood stud framing 16 cc max SECTION M1307.3 co _____ 0 J PROPANE FOR MECH.SPECIFICATIONS „ LLJ non-bearing top and bottom plates NAVIENT _____ N OR 3-1/2" metal studs @ 16" oc COMBI-BOILER „ _ cl Z z -------- N (A R-14 Spary Foam Insulation """" o - Q ;; Lu R302.5.1 OPENING PROTECTION. ' O C0 J Z 1/2" moisture resistant wall board INSULATED SOLID CORE STEEL __________ Q vapor semi-permeable latex paint finish DOOR,20-MINUTE FIRE RATED. 0 W U O p p p WEATHER STRIPPED 0 IX U_ W/SELF CLOSING DEVICE. " concrete slab with carpet /the floor in bathroom TOP OF SLAB rr� CA V H TYPICAL FINISHED WALL a. BASEMENT Structural Note: CONCRETE FDN WALL W ALL STRUCTURAL WORK SHALL E"■I � � SCALE: 1/2" - 1'-0" COMPLY WITH APPENDIX 2x4 STUD INNER WALL WITH SECTIONAJ601.9 1/2' GYP BD AND R-14 9'-0" FOUNDATION WALL HEIGHT Mechanical systems SPRAY FOAM INSULATION THE MECHANICAL SYSTEMS SHALL FINISHED BASEMENT PLAN S SMOKE DETECTOR BE INSTALLED IN ACCORDANCE WITH INTERIOR FRAME WALLS �/ APPENDIX J AJ601.10 „ SCALE: 1/4" = V-0" REFER TO DWG 1I GENERAL NOT ES ^ ~ �: .> M @ 2X STUDS AT 16 OC co IN ACCORDANCE WITH SECTION 915 OF THE Plumbing Note: 1/2" GYP BD EACH SIDE. 2020 IFC, R314, R315 OF THE RESIDENTIAL MM 0o ALL PLUMBING SYSTEMS SHALL BE AREA SCHEDULE CODE OF NYS h+■N N INSTALLED IN ACCORDANCE WITH APPENDIX SECTIONAJ601.11 MECH RM SHALL HAVE 5/8" NAME AREA /O/ O ct o M Electrical Note: FIRE RATED GYP BOARD ON EACH SIDE FINISHED BASEMENT PLAN 1519.7 sq ft. I�'h �r� Co w4 ALL ELECTRICAL EQUIPMENT,SERVICES WITH R-14 SPRAY FOAM EXT. WALLS QED A� AND WIRING SHALL BE INSTALLED C�4 H� eye O IN ACCORDANCE WITH APPENDIX INTERIOR WALL FINISH c ' , SECTIONAJ601,12 PROVIDE 1/2" GYPSUM WALL BOARD ON CEILINGS ' Fire & Life Safety Note: AND WALLS EXCEPT BASEMENT WALLS & CLGS - UNLESS ' tr ALL SMOKE ALARMS,CARBON NOTED. MIN 1/2 MOISTURE RESISTANT WALL BOARD ON AUTOMATIC ATIC SPRINKLERS E CEILING AND ALL WALLS IN BATHROOMS HUMID AREAS AUTOMATIC SPRINKLERS SYTEMS �� ) �,4� SHALL BE IN ACCORDANCE APPENDIX AND 5/8 CEMENT BOARD ON WALLS AND CEILINGS IN WET AREAS. ��,� 0�9oz ¢� PROVIDE 5/8" FIRE RATED GYPSUM WALL BOARD ON WALLS AND CEILING LOCATED AS PER CODE, MANUFACTURERS REQUIREMENTS AND DRAWINGS.