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Home My WebLink About48950-Z xt TOWN OF SOUTHOLD BUILDING DEPARTMENT � 4d 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#: 48950 Date: 2/23/2023 mm Permission is hereby granted to: Parkside Heights Co c/o Kontokosta POBOX 67 .m. ... _._.......... ....... .� ...._.. _m Green ort, NY 11944 p . ....,.., _�.. �,,,,,_ To: Construct a new single family dwelling as applied for per SCHD approval. At premises located at: 2060 Shipyard Ln, East Marion SCTM # 473889 Sec/Block/Lot# 38.-7-9.4 Pursuant to application dated 1 pp 1/25/2022www and approved by the Building Inspector. To expire on 8/24/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,814.80 CO-NEW DWELLING $50.00 Total: $2,864.80 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 lit, :H` www. oulliol( townii)!. ,oN Date Received APPLICATION FOR IL I IT For Office Use Only 1] ,JD PERMIT N0. IJD Building Inspector. ...--._.— 2 r App'llcatipns aid fc<rms"mCist beflled out in their entirety. Incomplete applications willnot be accep#fid When the-Applicant is not the owner,an LSD G DE , owner's A ithorPz t on farm Pa a 2)'shall be completed. TG SOUTHOLD Date: f O 2, 2 2 OWNER(s)aIF r OP Rnr Name: 17 SCTM # 1000- �� — l� f0 Zp Project Address: ,0 Go Phone#: � � � � Ll - � 3 f Email: ' E.LC SLC `/ 0SjQ ..0 D CdrMILI Mailing Address: "...J Z(:)( 70 N l 'Prb—?— v A OF Y 12D i P I DDLE i f tA- ',67/ COI �' �ll Name: s: S J LLQ 2- I 06 ..x ` �I �� Mailing Z_ Addres , Phone#: �. Email: I�toq— BEN (T-e Pts k/. co" .' � �i :lll ��r I �A I lir 1M V lfIU„ Name: P ailing Address .� '� T,)AL - �,Z) Y 11-70-6 Phone : �'�� Email: CONTRACTORINFORIVIATIQN: Name: r-6-3 JTi E �JOUIP (C N -T/UC Mailing Address: 7- 06 JOU O Phone#: Email: 1CM Il # ltl '"li � 11M1 l New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes NINO Will excess fill be removed from premises? L?Yes ❑No I 1 PROPERTY INFORMATION Existing use of property: ISI plQl..,'tIntended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Ch�ak�t�Ox�Aber I c fri l ie owrfej�cori#ractor/design professional is responsible for all drainage end stonih water issues as p"oWded by Chapter 236,df the Touyllt�e Ap71 PJ ICA170N IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant t9,the Building Zone i Ordinance of he town of 5outhofd,Suffolk,County;New York and other applicable Laws,ordinances or Regulations,for the ponsuu#ion of +u}Idings,, , /o 1 , additions,a9£grations orfor€emoval�sr d molltlon'as herein!'described.The applicant agrees to comply with all applicable iaiys,ordinances,building code, housing code'snd reguiapons ertid to admitaaNiQrfied inspecto►s on premises end in building(s�fpr necessary inspections.False statements made,hereln are punishable as a Cless{ misdemeanor pursuant[oectlon 210.45 of the New York State Penal Law. Application Submitted By(print name): {LDE-0 N A S L�S�},/1,�sC/ ❑Authorized Agent ❑Owner Signature of Applicant: �� , .Z k j-/tel Date: i,12 6/2 2 STATE OF NEW YORK) SS: COUNTY OF L `LI_/V A S LESP being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 0�/v (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 Lb day of V , 20 22 nary Public PROPERTY OWNER AUTHORIZATIO (Where the applicant is not the owner) NOTARY FURK,SM OF WW YOU No.III QVWdW u5L�� 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 Town Hall Annex Telephone(631)765-1802 gym, 631 54375 Main Road � Fax( )765-9502 P. O. Box 1179 ! Southold, NY 11971-0959 yr �y BUILDING E A TME T NOTICE OF UTILVATION OFT IHSS T.Y. P.E. CO ST UC"I`ION PRE-ENGINEERER` WOOD CONSTRU,CTION AND/OR TIMBER CONSTRUCTION Date: Owner: QST :_C)_.AJ U 0 e Location of Property: ov _... Pleasetike notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure _.. _ Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): _ www Truss type construction (TT) Pre-engineered wood construction (PW) m� m Timber construction (TC) in the following location(s) (check applicable line): mmmmm Floor framing, including girders and beams (F) Roof framing (R) w ✓ Floor and roof framing (FR) C c Signature: .m � _. ._ . i�ainG G1.7V11 submitt4. L,a!C"' I- i Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^^^^^^ 203931156 TAKACH&ASSOCIATES INC 112 TERRY ROAD SMITHTOWN NY 11787 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER K G QUALITY RENOVATION INC TOWN OF SOUTHOLD 206 SOUTH 4TH STREET 53095 ROUTE 25 LINDENHURST NY 11757 53095 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11440351-3 476846 12/19/2022 TO 12/19/2023 11/18/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1440 351-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/NVWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. KAZIMIERZ GOLEBIEWSKI (PRESIDENT) OF K G QUALITY RENOVATION INC A ONE PERSON CORPORATION THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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 STAT SUR NCE FUND D I RECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:673527205 °WOw workers' CERTIFICATE OF INSURANCE COVERAGE , ar Contpensation Soard NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW .... ....... PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a. Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured KG QUALITY RENOVATION INC 631-592-8819 206 SOUTH 4TH STREET LINDENHURST,NY 11757 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 203931156 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b.Policy Number of Entity Listed in Box"1a" PO BOX 1179 DBL649325 SOUTHOLD, NY 11971 3c.Policy effective period 10/12/2022 to 10/11/2023 4. Policy provides the following benefits: A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance c rrfer referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. (�id,.Date Signed 11/18/2022 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. ........ PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 46,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 1111111 iiui�diiim�iiiiuiiaiuiimoii1111 DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 11/16/2022 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). CONTACT SOCiates InC PHONE ��_... .. �._.-. .- ...,._. PRODUCER ��. TakaCh 8:AS Takach&Associates,Inc. c , ,r)631.366 27"4 ,131^366-2"739 112 Ter Road CST t kachlnsurance co ...................m.m., INSUR RJS)..AFFORDING�.E.......... ., AAIC.#_ ......... ._,. w,. ............. ..�. Smithtown NY 11787 w m mmmmmmmmmmmmmmmm ( aSuRER A-1, Merchants Mutual Insurance Com�any 23329 INSUREDlB.ERS q KG QUALITY RENOVATION INC _INSURER ...............a,,,, n �...... ......—w..........._._... , � ................... ......—w 206 SOUTH 4TH STREET INSUR 0 LINDENHURST,NY 11757 Mq , . SHELTERPOINT ,, 81434mm INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INR LTR TYPE OF INSURANCE pCIl7LINRn.'5UBR MD POLICY NUMBER POLICY E �. .._ ..____... ... ,., FF POLICY EXP LIMITS X $ ,000 COMMERCIAL GENERAL LIABILITY EACFI OCCURRENCE 1 A00,,, -- .. A CLAIMS-MADE a OCCUR DAMAGEO�M1L (Entte) $500,000 X BOP 9100018 12/15/2022 12115/2023 MED EXP(Anone�an) „ mL15,000 PERSONAL&ADV„INJURY,_ �InClUded _ GREGATE .. $2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: GENERAL AG„ ._ 1 PRO- PRODUCT§--_, OME?OPAGCY....,_J_,21000,000 X.. POILIO"r' ee. JECT �� LOC fiJ'9 `R” $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOSG HIRED NON-OWNED $ ✓� AUTOS ONLY AUTOS ONLY (FeE,a� den1)AMA E ................ UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE,,,,,,,,,,,,, .. ........ pggRTNT N $ WORKERS COMPENSATION PER OTH- Y IN AND EMPLOYERS'LIABILITY TA.TU,TF_ F� ANY PROPRIETOR/PARTNER/EXECUTIVE❑ NIA E L EACH ACCIDENT 8.._... OFFICER/MEMBER EXCLUDED? (Mandatory ) E $ Mandato m NH EJ,DISEASE FA EMPLOY.... If yes,describe under DESCRIPTION OF OPERATIONS k I w E.L.DISEASE-POLICY LIMB E NYS DISABILITY 8r PFL D649325 10/12/2022 10/1212023 NYS LIMITS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) JOB LOCATION:2060 SHIPYARD LANE,EAST MARION,NY 11939 Certificate holder is included as additional insured to the fullest extent permitted by law when required by a written executed contract subject to the policy terms and conditions. CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIV <MC> ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD . I ON/0' Generated by REScheck-Web Software Compliance Certificate Project NEW SINGLE FAMILY RESIDENCE Energy Code: 2018 IECC HI Location: Suffolk County, New York I j s" Construction Type: Single-family Project Type: New Construction , sic Conditioned Floor Area: 1,940 ft2 °> Glazing Area 12% ILL f nm^ 40 Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: AMY Construction Site: Owner/Agent: Designer/Contractor: 2060 Shipyard Lane Emmanuel T.Addy R.A. East Marion, NY 11939 TDG Architects 1257 Udall Road Bay Shore, NY 11706 6318887318 tehnaddy@aol.com ON Compliance: 1.7%Better Than Code Maximum UA: 348 Your UA: 342 Maximum SHGC: 0.40 Your SHGC: 0.37 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 -value and depth requirements. Envelope ASsemblies Prop. 77 Gross Area Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,764 38.0 0.0 0.030 0.026 53 46 Ceiling 1: Cathedral Ceiling 684 30.0 0.0 0.034 0.026 23 18 Wall: Wood Frame, 16" D.C. 858 13.0 5.0 0.057 0.060 40 42 Door: Solid Door(under 50%glazing) 40 0.280 0.320 11 13 Window: Wood Frame 116 0.300 0.320 35 37 SHGC: 0.40 Wall 1: Wood Frame, 16" D.C. 724 13.0 5.0 0.057 0.060 37 39 Door 1: Solid Door(under 50%glazing) 20 0.280 0.320 6 6 Window 1: Wood Frame 54 0.300 0.320 16 17 SHGC: 0.40 Wall 2: Wood Frame, 16" D.C. 724 13.0 5.0 0.057 0.060 41 43 Window 2: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.40 Wall 3: Wood Frame, 16" o.c. 664 13.0 5.0 0.057 0.060 28 30 Door 2: Glass Door(over 50%glazing) 120 0.280 0.320 34 38 SHGC: 0.32 Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 3: Wood Frame 50 0.300 0.320 15 16 SHGC: 0.40 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 uirements listed in the�REScheck Inspection Checklist, Name-Title SignatureVDate Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 36.0% 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. 7Sectio�n Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions Rec. ._. ,. ._ .................. . .. .__ .o m 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the Location on plans/spec: building envelope.Thermal ❑Not Observable ''See page 1 and sections envelope represented on ❑Not Applicable construction documents. .......� 103.1, ..� �� ................ .. nstruction drawings and ❑ omplies 1103.2, 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 Heating " " Heating: ❑C�omplies 403. sized per ACCA Manual S 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: ...........u_M.._ Tier 2) 3 11-ow Impact(Tier 3) � .�...� h Im act(Tier 1) i 2 IM m Im act(� r Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 3 of10 t Foundation Inspection co nwfa P Section I* y on~rac ents/As^sum tions 303.2J A protective coveringis installed to Com lie ;,Exception: � _.. . .__. ' pNies 'Exce tion: Requirement is notapplicable. [FO1112 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 In. below ❑Not Observable grade. ❑Not Applicable .w....,,: ... _. ... _ w. _ee..... —- ----� ........ .. ..... 403,9 Snow-and ice-melting system controls ❑Complies iFOI 212 'installed, ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �p..,,,.,.. . ,.,...,..,, p �l .. Low Impact(Tier 3) Hi h Im act(Tier 1) Z Medium Im act(Tier 2) 3 _ m 1 . .. Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 4 of10 �Framing / Rough-In h ...s ecption Plans..... lan..... Verified Section Value Value s Verified Field V Comp Comments/Assumptions 402.1.1, Door U - U ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.3.1, Glazing average).U factor(area-weighted U ��' U �� ❑Does Not iS Env .. .._es � _ g p' e the Envelope Assemblies :table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable [ a 3.1.3 U-factors of dproducts .., n[]Complies- -Requirement will be met. e determined es Not with the NFRC test procedure or Location on plans/spec: as 44� ❑Not Observable ; aken from the default table. ❑ per NFRC Not Applicable _ 402.4.1.1 'Air barrier and thermal barrier OComplies Requirement _. will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. Location on plans/specs ❑Not Observable 'see details ❑Not Applicable 402.4.3 Fenestration ___, mw.aona,., „ � .. .. . on that is not site built mplies 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. 402.4.5 _ housing/interior lighting fin u oes eS ElComplies Requirement will be bmet. sealed at and labeled to indicate .52.0 cfm ❑Not Observable Locationon plans/spec: leakage at 75 Pa. 'see details ❑Not Applicable , 403.3. 'Supply p 1 insulated d recur where duct ii s ,... �.,�..... ❑❑Does Not ......... _ w....... >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and [:]Not Observable 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. 403.3.2 Ducts, air handlers and filter _ �Co ,. ... .. ... ... mplies [FR13]1 'boxes are sealed with ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as f❑Not Applicable applicable. .... 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. '❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R R ❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ..�.�.�ww-.,�._._ ,�„„ _.......,,. ..,_,.,_ �. __ ._..._.._.... .......�....... ..._.__.-.. ❑Complies [FR24]1 piping. ❑Does Not (,]Not OhservahlP ' E]Not Applicable 403.5.3„ Hot water pipes are insulated to _ R- „R �- � - ❑Complie.�. ..�.............� — .. s [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 „ _ ._. .............._ ��. mHigh ImpactTier 1) 2 Medium act(Tier 3) Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 5 of10 Section pians Verified Field Verified sons e iN Framing/Rough-In ins ectloni value alaeo pies ��wra�den�s/A�sura� . 403.6 Automatic or gravity dampers are OCaae lies Requirement will be r net.. (FRt 12 installed on all outdoor air Oboes Not intakes and exhausts. ®Not Observable Location on plans/spec: as CJNot Applicable per hvac sub gc Additional Comments/Assumptions: ��. 1-lagfla frraITp � 4...act(Tier t� 1.Nedaun Impact (Tier Lavnro . aetlae.r.'.. D Project Title: NEW IN LE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 6 oft ............ Section F �fWied field Verified Co Insulation Inspection Plans Ver! .7 mplies? Corn ments/Assumptions Value Value 303,1 All installed insulation is labeled OComplies Requirement will be met. [IN13]2 or the installed R-values ODoes Not provided. E]Not Observable Applicable 4012 1402.,2..5, Wall insulation R-value. If this is a R-- R-- RComplies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the Wood F� Wood :E]Does Not table for values. 402..2.6 wall insulation on the wall Mass E] Mass E]Not Observable (IN31,1 exterior,the exterior insulation steelE] Steel E]Not Applicable requirement applies(FR10). .......... .... ... ........................ 303.2 Wall insulation is installed per ElComplies :Requirement will be met. [IN4]1 manufacturer's instructions. E]Does Not Location on plans/spec: as E]Not Observable per manufacturer 'E]Not Applicable Additional Comments/Assumptions: 'i� ..."-TJL:ow lr�pact� — "I'Medium impact(Tier 2) [IiHigh $mpact(Tier 1) Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 7 of10 Section; Inspection ion PrPlans Verified Field Verified f � — —. Complies' # Final Ins ect Value � Value & ID...—. ._--..� . _ m... ... .. Comments/Assumptions._ . 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [Fill' _ .1.1, Ceiling insulation ❑Complies _Requirement will l be met. 303.2ft ❑Does Not [F121' 'Blown insulation marked every ❑Not Observable Location on plans/spec: as 300 ft2. per manufacturer ❑Not Applicable [0222.3 entedionattics with baair ffpe adjacent „ICom lies — Re uirement will be et, p q met. ude Does Not to soffit and eave vents that Location on plans/spec; extends over insulation. ❑Not Observable 'see sections and details ❑Not Applicable _ 402. mica cc ss hatch and value of door R � �ry-- � R ❑DompNot "Requirement et� mm ment will be met. he es adjacent assembly. Location on plans/spec; ❑Not Observable 'see details j❑Not Applicable 402,4 Blower in Climate Zones 1 a. <a — �-...0- _... E]Co�lies Requirement b .et. 402.4.1 2 :Blower door test 50 Pa. <-5 ACH 50 ACH 50 — ❑jCo p equirement will be met. ' es Not <=3 ach in Climate Zones 3-8. Location on plans/spec: to ❑Not Observable be performed by certified ❑Not Applicable :tester 403.3.3 mmmm Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]' determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ; the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 4 03.3.4 Duct tightness ft2 across the sly _.,. ft2 ft2� ft� cfm/100 ElDomplies �� ..... w�.,,.. of<-4 stem or <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. j ...... ro,,,., ..._..._ a _.... . _ 403.3.2.1 Air handler leakage designated CComplies [F124]' by manufacturer at <=2%of ❑Does Not design air flow. ,F-]Not Observable ' 403.1..1 ........ ..� i❑Not Applicable Programmable thermostats ❑Complies [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable � ,�... m........... 403.1.2 Heat pum _._... � .. _ _..... .............eee_... p thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Applicable 2 averautomat c o er._._... . ..�m. : .�....�. wme� oo, .,., ... .._. ........,. ..❑❑Dompes Not ._.,-,......�........_..... ..........._u.-. _...- ......,.�.... 403.5.1 Circulating [FI11] systems h accessible manual controls. t.❑Not Observable ]Not Applicable .1..._. �..� p 2) ..... 3 Low Impact(Tier 3) 1 Hi h Impact(Tier 1) 2 Medium Impact(Tier Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 8 of 10 #]on .,�_.. 'T F,s ett Final Inspection Provision Complies?Plans Verified Field Verified Value Value ReI q J ..... ... ___� . w ... .,w �,wp_.. .. . _ s Comments �..sumptions ..... 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 1403.2 ..Hot Ovate.-m r boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable p temerature. _. _. �o _ m. e.... ..... ...._.. .........._ 403.5.1.1 Heated water circulation systems ❑Complies F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- syphon 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. 515.1 or UL ... _. .. o.�. .,.............�_. ❑❑Does Not.... ......e...... .._ [Oz95]z1.2 comply with IEE Electric heat systems trace P 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the Piping 403.5.2 ,.. Demand recirculation . d recieci culation water ;❑Complies [F]30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ,❑Not Observable water entering the cold water i❑Not Applicable piping to <= 104°F. 403.5.4 _,.._.,.....Drain w...�.. ater heat recovery units ❑Complies [FI31]2 tested in accordance with CSA �❑Does Not 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. 404.1... 90% or.�.. more of permanent ❑Complies [F16]1 ;fixtures have high efficacy lamps. []Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ,❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable �Com lies _.. ,Requirement will 401.3 Compliance certificate posted. p q I be met. [F[7]2 Does Not ❑Not Observable ; ❑Not Applicable ... _- „n� �.. L.-..._ pµ (Tier 2) 3 Low Impact(Tier 3) High Impact (Tier 1) �2 Medium Im act(T .... r �.�..... � __.. Project Title: NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 Data filename: Page 9 of 10 —._ ...:1~~iraeal Inspection �aviaiconu��_�...� .,� _._,.. ' .�w.�,.. ectia�o IVa efied field �Verified Complies?.�. .. Comments/Assumptions [A- 1 , 303.3 Manufacturer manuals for ElComplies )fl i3 mechanical and water heating ®'I nes Not systems have been provided. FIlVut Observable E'Not Applicable Additional Comrnents/Assumptionsl. 1N1gh lmipac. --..... t(Tier 1) 2 Medium lmpact 4Tler 2) 3 �Lcrw Impact(Tier 3) Project Title: NEW SINGLE FAMILY RESIDENCE ENC Report date: 09/09122 Data filename; Page 10 of1O C2018 IECC EnergyEfficiency NJ/ Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 0.40 Door 0.28 0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments N 55°16'00" E293.40' ELEV T 18.1 1 SUFFO I GAS SERVICE WATER SERV[C 1 DRAIN SOIL w BORING _ a PROPOSED 1 & 2 STORY z w 1 1 FAMILY DWELLING 5 BEDROOMS CD 1st FL 1,770 SF 2nd FL 2,150 SF r VENTDWELLING F.F. 19.2 o THROUGH HYDRO ACTION b PUBLIC WATER TOTAL AREA: 3,920 SF ; HOOSE C G AN600 WITH BASEMENT � TREATMENT UNIT GARAGE IIA 600 SF ELETRICALI y- G.F. 18.3 PANE` DRAIN 10' (5) 8'0 x 4' MIN. EFF. DEPTH LEACHING 1 V POOLS 5' 0 a MIN. o 1= P. DRIVEWAY O•H COMMERCIAL ELEV ELECPUBLIC WATER _ ELFC. i S 55°16'00" W VACANT i o 293.40' kS 1 D - Gn PT) 1 1 4 NN SILTY SCTM#. ,- = _ -� ,3 2060 SHIPYA TY SAND OF 0� N _� N'T � :L (SM) AD AND °r INt ` ` DANIEL R . FALI AT E ELEV. 5.8 1 r a o CONSULTING PR f N SAND` [ 94 STEUBEN BLVD., I' SCALEA1-10,0. 17 IL I SHIPYARD LANE } 1 s. r S 35 41' 30" E 150.00' DRAWINGS . 629.1AIN 6' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I I 1 TITLE SHEET ' I I wC5 I I 2 FOUNDATION PLAN ILI ;Z0 NEW PAVED I DRIVEWAY E3 FIRST FLOOR PLAN o 9 i 14.6' N 29.8' o FRONT PORCH �42NDFLOOR PLAN � 30.0 rn 46.2' N 2.0' 2.0' 13.6' coM II I m co 0 5 ELEVATIONS 6.3' M 11.3' M 23.8' 2 STY. FRAME I DWELLING N I 6 ELEVATIONS I N #2060 73.8' 7 SECTIONS & RISER I 0i REAR PORCH � 1 STY. C.E. NOTE: 32.3' 23.1' I z THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STA I I O 8 DETAILS I I 9 TABLES & DETAILS ZONING CALCULATIONS I i SEAL pVD � N K LOT AREA: 44,004.00 S.F I i ��5 J�yT,� /�, 10 TABLES & DETAILS FIRST FLOOR: 2,380.00 S.F(A) - SECOND FLOOR: 1,742.00 S.F(B) FRONT PORCH : 332.00 S.F(C) N 11 BRACING PLAN � ' 9� 0 .46y REAR PORCH : 307.00 S.F(D) N I I o F OF NEON LOT COVERAGE(A+C+D): 3,019.00 S.F.(7.5%) i I CY5 F.A.R. (A+B+C+D): 2,350.00 S.F. (11.9%) W I I N 12 BRACING PLAN PROPOSED HEIGHT: 28'-10" C CD I PROPOSED NO. OF STYS. : 2 CO 13 TABLES & DETAILS LO SECTION: BLOCK: LOT: ( LO Z lb I LO ( � LO REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SECTION 1265.4 SIGN OR SYMBOL ENERGY COMPLIANCE TRADE OFF TOTAL UA METHOD (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL � I I STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. Generated by RESCheCk-Web Software (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE 2020 IECC RESIDENTIAL ENERGY EFFICIENCY CODE EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: ® Compliance Certificate (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS V' I I � OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR ( I co c SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. W ~ 00 SEC.C501.1: SCOPE-ALTERATION COMPLIES WITH PROVISIONS OFSECTION C501. Pro ect NEW SINGLE FAMILY RESIDENCE I I 00 W W THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND 1 I I U (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE SEC.C501.4: COMPLIANCE-COMPLIES CO AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN SEC.C501.5: REPLACEMENT MATERIALS-MATERIALS PERMITTED FOR NEW CONSTRUCTION TO Energy Code: 2018 IECC 00 BE USED. Location: Suffolk County,New York I A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER SEC.C502: ADDITIONS-NOT APPLICABLE. Construction Type: Single-family e- EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE SEC.C503: ALTERATIONS Project Type: New Construction EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A SEC.C503.1: GENERAL-NEW CONSTRUCTION COMPLIES. conditioned Floor Area: 1,940 ft2 M LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER SEC.C503.2:CHANGE IN SPACE CONDITIONING-NOT APPLICABLE Glazing Area 12%SEC.C503.3: BUILDING ENVELOPE-COMPLIES WITH SECTIONS C402.1 THROUGH C402.5 I Climate Zone: 4 (5999 HDD) I EMERGENCY AT THE RESIDENTIAL STRUCTURE. SEC.C503.3.1: ROOF REPLACEMENTS-COMPLIES. Permit Date,: (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF SEC.C503.3.2: VERTICAL FENESTRATION-NOT APPLICABLE. Permit Numlber: I OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE SEC.C503.3.3: SKYLIGHT AREA-NOT APPLICABLE. OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL SEC.C503.4: HEATING AND COOLING SYSTEMS-NOT APPLICABLE. Construction site: Owner/Agent: Designer/Contractor: M I SEC.C503.4.1: ECONOMIZERS-NOT APPLICABLE. 2060 Shipyard Lane Emmanuel T.Addy R.A. SEC.C503.5: SERVICE HOT WATER SYSTEMS-NOT APPLICABLE. East Mariom,NY 11939 TDG Architects I l 0 HAVE BEEN AFFIXED. o (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART SEC.C503.6: LIGHTING SYSTEMS-NOT APPLICABLE. 1257 Bay ShhUdallore,one,Road ( I NY 11706 AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY 6318887318 CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE MANDATORY REQUIREMENTS tehnaddy@aol.com 1 I Q Z Q } SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, I WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE SEC.R401.3: CERTIFICATE-SEE CERTIFICATE ATTACHED TO BE POSTED AS PER CODE. I < Z Z SEC. R402.4: AIR LEAKAGE-SEE DETAIL SHEET "`' -. `:� ].' ts':' '"a ..`aj ! I } J W OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY Compliance: 1.7%Better Than Code Maximum UA: 348 Your ILIA: 342 Maximum SHGC: 0.40 Your SHGC: 0.37 I d W Q OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC- MAXIMUM FENESTRATION U-FACTOR,0.35(VERT.FENESTRATION) The ES NOroxWorsaThanCade Index fener energy howdose to ivetoamirli uthe house-cidehomesedoncodetrade-o8 ides. I = Z) O MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS MAXIMUM FENESTRATION U-FACTOR,0.55(SKYLIGHTS) Stab-on- raidedeaneoffs a eenergy user considst retoa thr, A or performance Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in RFScheck.Each slab-on-grade I � ~ � � TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. SGHC U-FACTOR,0.25 I (v U) (A >- (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER SEC. R403.1: HVAC CONTROLS-N/A(EXISTING) assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. - - - - - - - _ - - - - - - - - - _ - SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT-N/A(NO NEW HEAT PUMPS). �- - o Q N Q CONSTRUCTION SHALL(COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGNOR SYMBOL SHALL CONSIST _ -I N W �- m SEC. R403.3.2: DUCT SEALING-N/A(MINOR DUCTWORK) OF A CIRCLE SIX INCHES'(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/21NCH(12.7mm). THE BACKGROUND SEC.R403.3.3: DUCT TESTING-N/A(MINOR DUCTWORK) Envelope Assemblies 5 1 30" W 150.00' OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS-NO BUILDING FRAMING CAVITIES 77777�,7,7,777 . �...� IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. TO (2)THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, BE USED AS DUCTS OR PLENUMS. �,""'d' `' F THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAYBE A PERNAMENT NON FADING STICKER SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION-R:3 MINIMUM INSULATION AROUND Ceiling:Flat Ceiling or Scissor Truss 1,764 38.0 0.0 0.030 0.026 53 46 OR DECAL. PIPING. Ceiling 1:Cathedral Ceiling 684 30.0 0.0 0.034 0.026 23 18 3 THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE SEC. MATTR403. .0 HEATED WATER CIRCULATION&TEMPERATURE MAINTENANCE SYSTEMS- I` Wall:Woodl Frame,16"D.C. 858 13.0 5.0 0.057 0.060 40 42 C1 ( ) AUTOMATIC CONTROLS CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: TEMPERATURE SENSORS AND PUMPS TO BE ACCESSIBLE.MANUAL CONTROLS TO BE Door.Solid Door(under 50%glazing) 40 0.280 0.320 11 13 W m (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE READILY Window:Wood Frame 116 0.300 0.320 35 37 P LOT P LAN V U 0 N ACCESSIBLE. SHGC:0.40 J 0 DESIGNATION SHALL BE"WAND SEC. R403.6: MECHANICAL VENTILATION-NO NEW MECHANICAL VENTILATION. Wall 1:Wood Frame,16"D.C. 724 13.0 5.0 0.057 0.060 37 39 Z (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE SEC. R403.7: EQUIPMENT SIZING&EFFICIENCY RATING-NEW EQUIPMENT SHALL HAVE AN DESIGNATION SHALL BE"1","11",'III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE EFFICIENCY RATING Door 1: 1: Door(under so/glazing) zo o.z8o 0.320 6 6 SCALE: 1° = 20'-�" W STRUCTURE UNDER SECTION 602 OF THE BCNYS. EQUAL OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THIS window 1:Wood Frame 54 0.300 0.320 16 17 � -_ (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS S LOCATION. SHGC:0.40 ``n^ ( ) Wall 2:Wood Frame,16"D.C. 724 13.0 5.0 0.057 0.060 41 43 W O CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SEC. R403.8: SYSTEMS SERVING MULTIPLE SWELLING UNITS- O MULTIPLE SWELLING UNITS. NOTE W -� Window 2:Wood Frame r SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS-NO SNOW MELT AND ICE SYSTEMS 10 0.300 0.320 3 3 SHGC:0.40 STRUCTURAL COMPONENTS AS FOLLOWS: PROVIDED. Vr Ur W II (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; SEC. R403.10: POOLS&INGROUND PERMANENT SPA ENERGY CONSUMPTION-TO COMPLY WITH Walla:Wood Frame,16"o.c. 66a 13.o s.o o.os7 0.06o z6 3o SURVEY DATA HAS BEEN TAKEN FROM A SURVEY }- - Door 2:Glaiss Door(over 50%glazing) -J Z Q (ii)"R"SHALL MEAN ROOFFRAMING;AND SEC. R403.10.1 THROUGH SHGC:0.32 120 0.280 0.320 34 38 PREPARED BY: CITY BOROUGH LAND SURVEYING PLLC J - 0 (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. SEC. R403.10.3 . (D O 5 THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN SEC. R403.11: PORTABLE SPAS-NO PORTABLE SPAS Project Tithe:NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 59-43 57TH ROAD, MASPETH, N.Y. 11378 SEC. R404.1: LIGHTING EQUIPMENT-MINIMUM 75%OF LIGHTING TO BE HIGH EFFICACY LAMPS. Data filenaime: Page 1 of10 W W OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS- WL. 0 N SIGN OR SYMBOL. NO FUEL GAS LIGHTING W U EQUIPMENT. F- J W N o W W Z U W IW- � FLOOR ROOF a Z U (n Q F- o1 0 V BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. DWG NO FR 1 4 13 14-16d COMMON NAILS (BEAM) NOTED ON PLANS 14 14-16d COMMON NAIL AC4PSON STRONG-TIE (POST 73'-10° POSTING AS NOTED ON PLAN 14'-61' 23'-211 32'-411 3'-10'1 Simpson Strong-Tie AB 0 o ' NOTE! 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 5'-10" 11'-6" 5'-10" <tx_x 31'-8" gel POSTS ABOVE. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND •e`� ''' STAIR WELL OPENING. 800 2"MINIMUM 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS F II ID 28 7 217 HD HD T T SIDECOVER L.V.L., GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO _— FOUNDATION, FTG'S,AND OTHER STRUCTURAL Y-Y ( �- - - - - - - - -� I GIRDERS OR HEADERS AS NECESSARY. — POST CONNECTION DETAILS 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS 11'-1 O" o oo FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES,OR COVERED r PROVIDE 10" PROVIDE 8" PROVIDE 16"X8" i PORCH'S. (ETC) o PROVIDE 50 GAL. P.C. FND. WALL P.C. FND. WALL P.C. FTG. SLAB ON GRADE PROVIDE CELLAR DRYWELL 10"I 21'-611 10,1 I ENTRY STEPS NEW REINF. 4" P.C. SLAB I - - a I - PROVIDE 20 X10 I I ON GRADE W/66-1010 WMM J � P.C. FTG. OVER 4" GRAVEL o (2500 PSI) °O I Y-Y / F.D. 1 61-011 61-011 R s " Ax. I o — I 800lb I HOp01b T WINDOW NOTES & SPECIFICATIONS c� EAA S @ 9" IN. UP 8R \ E N,Is_ / 2668 T 8001b (2)2"X10" (2)2"X10" — — *WINDOWS EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) HD � -- - — - — - - - - - — G.P. — J G.P •*THIS WINDOW MUST BE TEMPERED SAFETY GLASS Z F //L//11 1. PROVIDE AT LEAST 1 WINDOW OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY 8001b H I 31-211 141-911 I ( ) ti STEP FND. HD I _ ESCAPE. IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ. FEET w - 9) PROVIDE GALV. MTL. (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ PROVIDE A 12'" DROP @ ND. I I u` `" �? F- TERMITE SHIELD W/ ' Cn --I BL. FL. JST I "' MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED @ O.H.G.D. OPENING m I u_ - ; -, FOAM SEAL SILL a FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. SEAL SHOWN HATCHED (TYP.) I I i i LL O I I 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES ��D J U I N I UP 12R I o ipco 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC �� LN K o r - - T X UNFINISHED BASEMENT vi z r ; I I r X @ P OVIDE 5/8"ANCHOR BOLTS iv U NEW REINF. 4" P.C. SLAB U) 12" FROM FND. ENDS & 36" U) ON GRADE W/66-1010 WMM I I MAX. O.C. 1 10"I 11'-E" 11'-6" 10" I � OVER 6 MIL. VAP. BARRIER ''- v7 "- I I C9 y� a29465 y0� OVER 4"GRAVEL m w Q m OF NEON F _ (3500 PSI) I � 1 C? r` NOTE: v N 8001b _47— I co T-11' 71-011 61-811 61 5'-5" 7'-4" N 71-4" 101'I N NOTE PROVIDE SMOKE DETECTORS LO �, HID 1 cam, L — J N I L CARBON MONOXIDE DETECT S _ i _ VN ALL LUMBER THAT COMES IN CONTACT WITH AS 2020 RCNYS ALL (2)2"X10" HDR F_ (2)2"X10" DR (2 2"X10" HDR F_ � F_ _ I F_ "(2)2 X10 HDR I_ - (2)2 X10 H R (2)2"X10" HDR CONCRETE SHALL BE TREATED LUMBER. DETECTORS TO BE HARDWIRE ') - — - — --I - - - - - �- - - - -} • - - - - - �� + - - - - - - - - - - - - - - &INTERCONNECTED (2)2"X10" HL DR SLABONGRADE P. L — J L — J L — J L — J — J L — J G.P. NEW REINF. 4" P.C. SLAB `' ON GRADE W/66-1010 WMM I I = � 24"X24"X12" DEEP 4" DIA. � � ~ OVER 6 MIL. VAP. BARRIER a' U U P.C. FTG, STL. POST U 0 o OVER 4"GRAVEL I 6' � O (TYP. FOR 9) (TYP. FOR 9) O U_ O 1 (3500 PSI) o L.L _ PROVIDE 5/8"TYPE"X" b cm m r o GYP. BD. ON CEILING II—o r- N N cli ABOVE s oc. N s o. 75 CFM BATH C, C.M. TILE 10"I PROVIDE 24"X30" DET. El CRAWL SPACE ACCESS 481.411 110" STEP FND. r 3/411hr O lay. _J —HD HD F p S�C dr w c Lo I TABLE R401.4.1 8001b I _ 3068 PRESUMPTIVE LOAD-BEARING I— VALUES OF FOUNDATION MATERIALS M u HD - 8001b 8001b - — — — — 8001b _ HD w o T _ Uj T PROVIDE 8"X16" HD I 11' ? U N 2.0' 10" 111-511 10" -011 N HD LOAD-BEARING 00 = CRAWL SPACE —' ti CLASS OF MATERIAL PRESSURE00 VENT W/ INSECT CRAWL PACE `_` = sod HWH I co o 00 (pounds per square foot) 11-1 1 SCREEN 2 P.C. SCREED COAT L {�)0 1 Y{Y X o I I Y�Y CRYSTALLINE BEDROCK 12,000 co 10 = 12-0 N 10" TEP FND. STEP FND. T I SEDIMENTARY AND FOLIATED ROCK 4,000 8001b M DIRECT SAND GRAVEL AND/OR GRAVEL(GW AND GP) 3,000- 8001b I HD SLAB ON GRADE = o T G VENT SAND, SILTY SAND, CLAYEY SAND, SILTY rn HD NEW REINF. 4" P.C. SLAB T X T3 ER o GRAVELCLAYEY GRAVEL(SW,SP,SM,SC,GM 2,000 ON GRADE W/66-1010 WMM 6' �' AND GC) CD LU r- o OVER 4" GRAVEL 6' Z CLAY, SANDY, SILTY CLAY, CLAYEY SILT, 811 (2500 PSI) I I I SILT AND SANDY SILTCLAY < } - I - � 10" 3'-0" 1 (CL,ML,MH, AND CH) 1,500 O Z p } Z �` PROVIDE 16"X8" PROVIDE 8" I _ < 0 w P.C. FTG. NOTE: P.C. FND. WALL a.Where soils are required by section R401.4,the allowable bearing capacities Q Q 8001b of the soil shall be part of the recommendations. 20 � n O= HD- HOLDOWN Hp _ b.Where the building official determines that in-place soils with an allowable — 0 8001b _ bearing capacity of less than 1,500 psf are likely to be present at the site, o N — *- HD the allowable bearing capacity shall be determined by a soils investigation. U) Q W c� m N — — — — — — — — L1 - - - - - - - - 1J i TABLE R402.2 ti x-x MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Z o N U CU I_ II 291-011 141-811 61-4'1 0 N MINIMUM SPECIFIED COMPRESSIVE STRENGTH(fc� z ,J TYPE OR LOCATION OF CONCRETE CONSTRUCTION W J Weathering Potential b 0 CL Negligible Moderate Severe W O O FOUNDATION PLAN BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO THE WEAT IER 2,500 2,500 2,500 c BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS c (7 (� J II 2,500 2,500 2,500 z -� Z U 1/4"= 1'-0" BASEMENT SLABS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000 d 3,000 d _j W < U) PORCHES, CAR PORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE > W FLOOR SLABS d,e,f d,e,f > W C) N 2,500 3,000 3,500 U N .J w Z a.ggtrength at 28 days 5i. ) > Z _ = LU CD b.5ee I able R301.z(1tor weathering potential. . U �jJ w z U W c. oncrete m this loca ion that is subject to freezing and thawing during construction shall be air-entrained concrete in z U — Q <I � ac ordance with tootnote d. � d.cConcrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or pmo e th n 7.percent. ee Section R402.2 for maximum cementitious materials content. DWG NO t~ or gars a floors with a steel-troweled finish,reduction of the total air content(percent by vloume of concrete)to not less than 3gpercent is permitted if the specified compressive strength of the concrete is increased to not less than 4,00 psi. 2 TVA 1-1 1/3 73'-10" 4"X4"TREATED WD. POST W/DECORATIVE i COLUMN (TYP. FOR 4) 14'-6" 23'-0" X'x 32'-6" 3'-10" 1'-0" 6'4" 1'-0" k 12'-1" VENT DRYER 8" 12'-0" 7'-2" 12'-1" 7" DIRECTLY TQEXTE R I O R— 4" 14'-211 411 814 1 411 51_011 411 kk 81_511 411 28 X48 28 X48 28 X48 28 X48 28 X48 ' (2�X12° - — X D (2) XBW (2)2 xg — (2)2X12 - ti w. • 50 C I`® � � Y-Y I = 0 2'-8" 11'-101, 4" n U w JP BATH STUDY P � - ° V' '� o I_T T v X ° COVERED z o AzLAUNDRY/ v o O H cn CD *STANDING SE TREX/ 1"X6" ,P i rn > (2)2"X8' X WD. PLANK ca X 00 2668 iv MTL. ROOF Y-Y / NOTE! / F.D. w iv � �� . � �� o — �, r 668 x 6 6-0 8-7 7-8 ' m � g-7 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND N 8R \\ / I ci �p6, * N 6 16 X 32 16 X 60 NFL POSTS ABOVE. (2)2 X (2) 'X 8 (2)2"X10" HDR 2"X8 LEDGER BD.ABOVE TYP.) 32 X 52 **tempered gl. 6068 6 X�p O DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND ��7)2"X1016 X 60 16 X 60 (2)2"X1 ( )2"X11 STAIR WELL OPENING. `r 6068 6068 ,' i P (2)2 X8 - — - —/ 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS �, o UP 4R CL 4" 6'-8" 4' 4'-6" 1'-0'� 0 0 2"X10" ON FLAT \ / �,� 9/ W I L.V.L.,GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO 1 R 4" 15'-O" 4 FOUNDATION, FTG'S,AND OTHER STRUCTURAL z0 0 0 i GIRDERS OR HEADERS AS NECESSARY. \ / I 36" high PANTRY / Q X - > 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS \ / d I handrail (typ.) „ �' r X V ti FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY Of \ / I 2-10 3-5 (2)2 X8 4 15-8 SECONDARY ROOF SYSTEMS,GARAGES, OR COVERED \ / _ \ M I �\ N M PORCH'S. (ETC) o I co V o \/ 00 I J U REF 2468 zr _ , SEAL / I MASTER x T / \ I o C° co2"X10" FL. JST a I w X �, I NKT i \�A7 (� (V � ��RED �c @ 16" O.C. I ROOM _ N c�` �� GAS T co U - OPE I�BOVE � FI EP�LAC p - 4" DIA. STL. DW v�I / x 11 -11 \ POST 11 -11 KITCHEN �; \` _ x N N (2)1 3/4"X 11 7/8" LVL HDR — —� > I / \ 1_011 1 411 l ELEC. N �' WINDOW NOTES & SPECIFICATIONS - (2)1 3/4"X 11 7/8" LVL HDR so. I NET 0 946 y0�� 5 N I - - - - - - - - — — — — — — — — — — — — 00 - - _ FoFNE� N c� SINK3 o �I i �, wok 1'-0" 3'-10" 10'_2 "WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) N INSULATE WALL 0 O ST . 00 '- I / c� �Se I THIS WINDOW MUST BE TEMPERED SAFETY GLASS o \\ // I SHOWN HATCHED TYP. W/ OOD X I I \ LL DN 12 R 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY T R:15 BATT INSUL. = ESCAPE. IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ. FEET 2 CAR GARAGE ( ) ISLAND / o i \ / I \ 4" 5'-4" 4" g'-4" 4" (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ *SLAB ON GRADE COUNTER i NCO (2)1 3/4"X 9 112' LVL W/5/8" STL_HDR (FLUSH T�I ELEc. 00 MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED NOTE: - - —� S.D. X � I FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. \ / o> I PROVIDE 5/8"TYPE"X" co N U) GYP. BD. ON CLG.ABOVE 1'-8" 1 4" " " fn I w cET v -' 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES o I o I 10-5 - �, aEr. 2668 ci b /\ AND @ADJOINING WALL -j O I 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC r / \ 0x° I T TO LIVABLE SPACE U U _ - -j cj I � - � x � W.I.C. oC I o / \ I o c° �* o io - v Fes ' C A 'p0� FOYER X - 6 N o68 x x x o n n I � (V CV r N X W.I.C. - R 2068 N / \ I - �' - - - - - - -� 4� 13'-0" 4" X `r' � 1 co M N g,_0" 4" 3,_411 � o DINING 24 x 80 6„ 24 x 80 " _ _, (2)2, NOTE: (2)2"X1 _ NOTE PROVIDE SMOKE DETECTORS `r W 0' CARBON MONOXIDE DETECT ..S _ � break sho. 16 X 32 2"X10" FL. JST�. _ ALL LUMBER THAT COMES IN CONTACT WITH front _ gl. `� 1 2 CONCRETE SHALL BE AS 2020 RCNYS ALL 11 5 40 N N32 52 —� IC TREATED LUMBER. DETECTORS TO BE HARDWIR 00@ 16"O.C. 2.0 4" ;� 1'//,4 _ _ - — — — M M J�a^ N 206 N Xv _2 &INTERCONNECTED M Y 1 M ::I 00 oNo t U co m T _ O 1 00 = W Y{Y - _ gl. - v `r (3) 3/4"X 9 1/2" LVL W/(2) 3/4"ST . P T. HD �L Y}Y CO (2)2 X12 I o (2"X8' LEDGER .ABOVE ( P. , lav MASTER ay. ter- _ _ _ H F _ � _ _ _ LL o c0 °O 2"X8' LEDGER BD. ABOVE (TYP.) P� I \+ rn TILE o r 16X32 16X32 16X32 I J�,,J/ i j o = @ T 32 X 52 32 X 52 v, 32 X 52 ��/ o I °' IN00 00 X IN x co b FRONT PORCH �, / 0 v C ti _j O TREX/ 1"X6" I O tub z o zo 0 - ,� 2 X8 R.R� 2 X8 R.R Q i N � m WD. PLANK �� o @ 16"O. i �, shelves co -' z i @ 16 O.C. shelves r Ua X XI 22X12" 0 p >- z * tempered gl. 16 X 32 - < 0 -� _ _ LU (2)2"X12" - _ —(2)a'X1-"- - — 16X32 16 32 32X52 a- Q Q T - - FRI 3'-0" 4" 32 X 52 32 52 2 O 0 1 011 1 4" 3'-0" No U) cv UP 3 oQ c\jQ 7'-4" N w m 7" 13'-10" 1 " 11'-0" 1'-6" FIRST FLOOR PLAN 4"X4" TREATED WD. 9-101 14'-0" 4" POST W/DECORATIVE i 1/4"= 11-0" COLUMN (TYP. FOR 3) x_X POST W/DECORATIVE COLUMN (TYP. FOR 2) o z r- W m z N w -j W O O Ur > Ur w II Z J Z W Q LL W F- 0 J w CV Z I- o z Z Y_ = w o w 0- Z 0 � QF- o0 M DWG NO 3 1/3 USE A MINIMUM TWO 8d NAILS THIS SIDE OF TRUSS. . /. • e TOTAL 4-8d NAILS o INTO TRUSS. F1 2-8d NAILS o$ INTO PLATES 8-8d NAILS INTO STUD Simpson Strong-Tie X-X H7 Z 73'-10" 4" 23'-6" 4" 13'-0" 4" 15'-4" 4" 5'-0" 4" 11, 15'-0" 4" RAFTER TIE DETAIL Simpson Strong-Tie H7 Z NTS. I I- - - - - - - - - - - - r - - - - - - - - - - — � I � w I - - - - - - - - - - - - - II c� II � II II � ,, 2"X12" R.R. j l 2"X12" R.R. ' I I U I @ 16" O.C. - I/ I @ 16" O.C. 0 NOTE! X I I a 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND I M i O/1 PITCH POSTS ABOVE. Y-Y I I N I -0 DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND k/I STAIR WELL OPENING. N 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS \I I I I ( I L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO U) I 32 X 40 32 X 40 32 X 40 FOUNDATION, FTG'S,AND OTHER STRUCTURAL z — — — — — — — — — — — — — — — — — — — — — — --�— —_ —_— — — GIRDERS OR HEADERS AS NECESSARY. 0 ` I — I (2)2"X8" (2)2 X8' (2)2 X8' I — _/—�— — — — _ _ 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS > \ I 2 = FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY = \ I I I \ w I I I H I SECONDARY ROOF SYSTEMS,GARAGES, OR COVERED CO LL VENT DRYER ��, z 00 tl I SEAL -}� DIRECTLY Qy I w TO EXTERIOR J�,J I I U z O 2'-0" I � NDKchi U � / x (0 o @) 4 12-8 I QtyC� JF-�' STORAGE ACCESS\Ly I ,+'��'� iv I �.. OPEN TO BELOW I a X8" CA JSTS. � O I � \ / I IY It, � � � � �? 2 �6" O C. N I m N I - 4068 WINDOW NOTES & SPECIFICATIONS i� S1�0. CFI , O _ _ (2)1 3/4"X'1`9 1/4" LVL HD_R_r` U N = T 9 0294_ — r9NBONUS ROOM N C075 ® ho // r o CL co `s? U N *WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) OF NE`N @ ` I / p 00 N `n m THIS WINDOW MUST BE TEMPERED SAFETY GLASS N x _ _ _ _ _ _2 1 / I BATH � N - N 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY ( )_3 4 X_14 LVL RIDGE_ _ _ _ _ _ tacked w/ (2)1 3/4"X14" LVL RIDG4 I ESCAPE. IN CONFORMANCE WITH 2020 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ. FEET tom- — - _ _ _ _ _ x I UNDR -� co �j v —� — — — — �z (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ a' co — — — — — — — — — — lav LIN. , U O` LI N. o MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED N - (2)1 3/, "X11 1/4" LVL HDR } I O "X8" _ - n DN 18R N v N r FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. ELEC. (2(2-J��' 2 2 I / r -' BEDROOM 3 N x U S.D. _ _jm T1 LE = X M 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES iv O i I _ (2)2"X8 Z� ` = 24"X48"PULL(2) X _ 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC w oo � ELEC. 0 DOWN STAIR ,� ELEC. N I p I N 000 I �,, `\' U 42" high guard rail w/balusters @ 4"o.c. ax. JP VID(DBL.IFRMMBND) �° ;C4 S.D. N U z O Q I I N P�� I DET. �'/ 1: X o :13�� I ♦ G o O o T-6" J - �, r. X LEC Q I 42668 o N o p °° I `PQ 2668 `�LCN = I I iv I �' = C L \�Ly I i�l u�s ��J� = I �� ' @� ` X C.M J ` TORAGE ACCESS `1� (2)2"X8" N w - NDET. ��1 N I n i " n n n �� `—I— — — — — — — — — — — — — — N V 1— _ (2)2' 8 cal I (2)2 X8' (2)2 X8 (2)2 X8 = _ I J�, \I (2)1 3/4"X11 1/4" LVL HDR � `' \ s00 I I NOTE: _ c00o �* 1 I . 4 8 4 0 4'_8" ay. NOTE PROVIDE SMOKE DETECTORS 0 J �,� I I CARBON MONOXIDE DETECT S F- 24 X 24 24 X 24 24 X 24 V `t � I I m w U I I ALL LUMBER THAT COMES IN CONTACT WITH AS 2020 RCNYS ALL tl 6'-10" N i {g}ELEC. D c. 0 cn LL-0 N p r 'm BATH I I CONCRETE SHALL BE TREATED LUMBER. DETECTORS TO BE HARDWIR CO — — — LOFT 0 M o 2)2 x I x TILE \ _ L - - - - - - - - - - - - - - - - - - - - - - - - � — XI z X r � 25CF av 1 I I &INTERCONNECTED w L - - - - - - - - - - - - - - - - - - - - - - - - - - MI 2"X8" CLG. JSTS. z N @� I co c o I N - - - - - - -�J CO v I- I 068 00 = W @ 16" O.C. I ^ 2"X8" CLG. JSTS. u) I ELEC. B I DROOM 2 I ° @ 16" O.C. 4 3 g S.D. (2) X8 2068 pkt. dr. T 1 < 2"X12" R.R. I 2"X12" R.R. I (p ^ 16" O.C. ^ 2"X12" R.R. I ,l 2"X12" R.R. I .� @ (2)2 X8 (2)2 X8 (2)2 X8 @ 16" O.C. "@ 16 O.C. I -- (2) "X12" 32 X 40 0 32 X 40 o I BEDROOM 4 I co 32 X 52 * 32 52 * 32X52 * = I J I ,� 2"X8" CLG. JSTS. q z CD 4068 ~ L — — — — — 0 @ 16" O.C. T Q > *NOTE: w n I CL N _ X I I p Z C) } STANDING SEAM ROOF U) u- tY z z IN LOCATIONS SHOWN. O O *STANDINGS M c i I Q p Q O = STANDING SE MTL. ROOF } Q Q W PROVIDE CONTINOUS MTL. ROOF I I a < J FLASHING AT ROOF z _j U I g 0 0 TRANSITIONSLl 04 U)t j a PITCH PITCH I (2) "X12" o } * j SHEATHING b Q N m 32X52 * 32X52 * 32X52 * - N w L - - - - AIR SHIELD LIQUID FLASHING 2'-0" 111114411 11'-8" 4" 6'-8" 4" 9'-2" 4" 7'-0" 4" 13'-0" 4" 15'-4" 4" 14'-0" 4" 6'_0" 4" O z W m AIR SHIEL () U ) CV i Z —� SECOND FLOOR PLAN XX NOTE: FILL JOINT WITH LIQUID FLASHING&CREATE 1"BAND C/) D O 1/4"= 1'-O" OVER THE JOINT AREA.DO NOT STRIKE FLUSH WITH SHEATHING LLI O _ SURFACE I� 0Y Ur Ur w SHEATHING JOINT TREATMENT II Z ,J Z < � LL_ W W '- CV �- .J w z N oW wZ c=) W � -_ Z Q o O DWG NO a 1/3 X-X 2 1 CONT. RIDGE VENT TOP OF PEAK 30'-0"+/-ABOVE GRADE 5 1/4" FRIEZE BD. 12 12 Y-Y 12 12 (TYP.) 12� 12 12� �12 CONT. RIDGE VENT MNT. RIDGE VENT STP NDING 3EAM N TL. ROOF PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYER ST NDING EAM TL. ROOF OF UNDERLAYMENT CEMENTED TOGETHER OR A S F- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN ND FLOOR PLT. HT. PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. 11-611 1'-0" �-�- O.H. O.H. CONT. FLASHING o — — — — — — — — — — — CONT. FLASHING i � co CONT. FLASH — — — — — — — — — — — — — — — — — — — — — 12 12 6 6 5 TANDI 4G SEA 0 MTL. ROOF NOTE: SECOND FL. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS L T. OF UL 127 AND SHALL BE INSTALLED AND 1 _ TERMINATED IN ACCORDANCE WITH THE ' 'TI MANUFACTURER'S INSTRUCTIONS AS PER SEC. R100 1'-6„ ° ° I m m ° ° m m m m m m 4 _1 C.H. O.H. 6 _ U) o z o Lu SEAL ° e FIRST FLOOR �D ° ° ° 31 GRADE GRADE _ I I 4"X4"TREATED WD. POST W/DECORATIVE o_ z - z POST W/DECORATIVE I — N o I I COLUMN(TYP. FOR 3) COLUMN (TYP. FOR 2) M I I y 029465 O� L - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - -I- - � i I T�OF NE`N�l 8 I I i FRONT ELEVATION I I I I I I I STEP FND. L- - - - � 1/4"= 11-o" I I I I I I I 1 - - - - - - - - - - - - - - - -r - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - -1 - - - - - - - � 1 2 TOP OF PE 28'-10"+/-ABOVE GRAZE CONT. RIDGE VENT 1 2 HOLDOWN CONECTION 12 SECOND FLOOR ATTACHMENT 12 �14 OPTIONS 9F_ CONT. RIDGE VENT 00 o w � CONT. FLASHI 12 "12"BEARING CMSTC16 Y 12"BEARING ON "SIMPSON"HD3BHDG 00 w W — — — — — 2-16d COMMON WALL STUD "SIMPSON"HTT4 HTT CE U 74 NAILS @ 6"O.C. 2-16d COMMON O 5 1/4 FRIEZE BD. \ CONT. FLASHINGNAILS @ 6"O.C. (TYP.) 00 12 \ FOR FULL LENGTH SECOND FLOOR PLT. HT. 14� \ OF STUD � \ BLOCKING @ (� \ ENDWALL � i 1'-8" JJJ BLOCKING @ II O.H. ENDWAL rn o O.H. o CD 00 // 12 Q J � STANDING /� 745 NALS@6"OC. 0 Z Z 2-16d COMMON Z SEAM TL. / — FOR FULL LENGTH "SIMPSON"HDQOR SECOND FL. ROOF / OF STUD "SIMPSON"PHD6 a w FIRST FL. PLT. HT. 5 // — —— — — — — — — — — CONT. FLASHING U � w / — — — — — — — — — — — — S ANDIN SEAM MTL. R o W m NOTE: N 1 81 ALL STRAPPING,ANCHORS,HOLDOWNS,& 6 ADHESIVES TO BE INSTALLED AS PER O.H. MANUFACTURER'S SPECIFICATIONS O.H. 0 O 6 "SIMPSON" STHD14RJ O IT w co o WALLSTUD () (� N eo Z J LLJ "SIMPSON"HD3BHD 0 FIRST FLOOR "SIMPSON"HTT4 HT — - w 0 O II OR 0 w GRADE — — — EJ — ❑ — ❑ ❑ — — — — GRADE Z J Z Q U z l I I I I -- �; w < r� o I I I I I o z �% Lu co � 2-16d COMMON Lu ~ N NAILS @ 6"O.C. 1- J w N - -� I - - - - - - - - - - - - o Z FOR FULL LENGTH w F- Ur H O-) o OF STUD 4"X4"TREATED WD. I I J (n— � Q O O W w Z U W Lu O U f-- POST W/ DECORATIVE I I I I "SIMPSON"HDCXBR Z Q o COLUMN (TYP. FOR 3) I I i i SIDE ELEVATION "SIMPSON"PHD6 DWG NO C - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - 1 5 13 1 � x-x 1 ROOF COMPOSITION: 40 YEAR DIMENSIONAL SHINGLE BY TAMKO OR APPROVED EQUAL, HOMEOWNER TO TOP OF PE 2 CONT. RIDGE VENT SELECT COLOR, OVER 15# BUILDING FELT ON 1/2"CDX PLYWOOD SHEATHING 30'-0"+/-ABOVE GRAM OVER ROOF RAFTERS (REFER TO FRAMING PLANS FOR SIZES &SPACING). PROVIDE 36" STRIP OF WATER/ICE GUARD AT BOTTOM 1 2 INTERSECTION OF ROOF & FASCIA AND IN ALL VALLEYS. Y-Y 2 RIDGE VENTS: CONT. RIDGE VENT 5 1/4" FRIEZE BD. SHINGLE STYLE RIDGE VENT, MATCHING STYLE & COLOR OF ROOF SHINGLE. (TYP.) CONT. RIDGE VENT INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECS. LOCATIONS AS INDICATED. STAN DING S AM MT . ROOF 12 3 COLLAR TIES: 12 INSTALL 2".X 6" COLLAR TIES 32" O.C., TYPICAL AND 16" O.0 @ SECOND FLOOR PLT. HT. CATHEDRAL CEILINGS. 4 SOFFITS & FASCIA BOARDS: 1� �� 12 PROVIDE VINYL SOFFITS WITH CONTINUOUS ALUM. OR VINYL VENT STRIP. FASCIA O 12 BIDS.BIDS. TO BE EITHER CLEAR PINE PAINTED WHITE OR#2 PINE WRAPPED IN ALUM. SIZE OF FASCIA BIDS. TO BE 1"x 8"WITH 1"x 2"ACCENT o BOARDS FOR GABLES. ONT. FLASH 00 12 5 GUTTERS & LEADERS: 4 PROVIDE 5" DIAMETER ALUM GUTTERS & LEADERS, LOCATION TO BE DETERMINED IN FIELD. PROVIDE 6" SDR UNDERGROUND PIPING TO DRYWELLS. SECOND FL. 5 STANDING SEAM MT I.. ROOF CONT. FLASHIN�— FIRST FL — — — — — — — . PLT. HT. — — — — — — — — — — — — — — — — — — — — — — 6 WALL COMPOSITION: STAND NG SE M MTL. ROOF PROVIDE NEW VINYL SIDING COLOR, STYLE AND EXPOSURE TO BE SELECTED Fr 1— T 1— T f r T -7-1 r —1— T —1— �llr —1— T —1— 1 BY HOMEOWNER, PROVIDE TYVEK HOUSE WRAP BY DU PONT OVER 1/2" CDX 4 1'-6" PLYWOOD ON 2"X6"WOOD STUDS 16" O.C.WITH R: 15 BATT INSULATION 1'-6" 1'-6" WITH R:5 RI'GID INSULATION & 1/2"GWB (INTERIOR FACE) 7 -9.H. O.H. TAPE & SPACKLE (3) COATS AND PRIME (1) COAT. o O.H. 36" HIGH O.H 6 HAND/GUARDRAIL- W/B/AL USD ITERS z @4" O.C. o FLOOR COMPOSITION: LLI w REFER TO FLOOR & FRAMING PLANS SIZES & SPACING OF FLOOR JOISTS, PROVIDE 3/4" PLYWOOD/OSB SUB FLOORING WITH (1) LAYER OF 1/2" UNDERLAYMENT GRADE PLYWOOD ON TOP, LAP ALL SEAMS. REFER TO FLOOR PLANS FOR FLOOR FIRST FLOOR FINISHES. ALIGN ALL FLOOR ELEVATIONS. o SEAL ID $ FOUNDATION COMPOSITION: GRADE — — — — — — — QtyOi PROVIDE 10" POURED CONCRETE FOUNDATION WALLS ON A 20"x 10" FORMED, KEYED & POURED CONC. FOOTING. ALL POURS TO BE FORMED USING WOOD I _ z I I I I O° GRADE I IT OR STEEL FORMS PROVIDE MASTIC DAMP PROOFING - ON EXTERIOR FACE OF FOUNDATION AND FOOTING AREAS. I co I i I I I o cJ j 0 e5 OQ� I � I I 294 �y 9 OF SLAB COMPOSITION: I REAR ELEVATION 4"X4"TREATED WD. PROVIDE 4" POURED CONCRETE SLAB WITH 6"X6" 10 10 W.W.M. FOR CELLAR AREAS. I POST W/DECORATIVE I I I I PLACE OVER VAPOR BARRIER AND 6"TAMPED POROUS FILL. 1/4"= 1'-0" I COLUMN (TYP. FOR 4) I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - -�- - - � 2 1 /-Jk TOP OF PEAK 2 1 CONT. RIDGE VENT 28'-10"+/-ABOVE GRADE 12 CONT. RIDGE VENT 79 12 4 00 0 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 r. w AND SHALL CONSIST OF A MINIMUM OF TWO LAYER 3 CIO 5 1/4" FRIEZ OF UNDERLAYMENT CEMENTED TOGETHER OR A S F- U ADHERING BITUMEN SHEET\\ Lu (TYP.) PLACE OF NORMAL U DOERIFIED LAYMENT AND SHALL IN � U W EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR co \ 12 SECOND FLOOR PLT. co 12 HT. WALL LINE. \ �. 14� \\�14 SL 11 O \ - O.H. O.H. O.H. oo ri CONT. FLASH \ °' w \ z STANDING 3EAM N TL. ROOF NOTE: J p z p 12 SECOND FL. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS 0� z tY z 5 \ 4 OF UL 127 AND SHALL BE INSTALLED AND }• O J w CONT. FLASHING \ FIRST FL. PLT. T. TERMINATED IN ACCORDANCE WITH THE IZ IY Q — — — — — — \ MANUFACTURER'S INSTRUCTIONS AS PER SEC. Rl OOE p O c 1'-8" N w N m 4 1'-6" O.H. O.H. 11 36" HIGH O.H. HAND/GUARDRAIL o 6 W/ BALLUSTERS o @4" O.C. - IT ti °o o 0.H.G.D. O.H.G.D. W o N Z N J ° FIRST FLOOR I W — — — — — W O W z_ o ' r CO c" GRADE PROVIDE 8"X16" }" -' E- - - � L — — — — — — - --- - - J L - - - - - - - - - - - J I I I _ z J_ z _ CRAWL SPACE VENT W/INSECt I o z �_ U) SCREEN I I M W Q co $ —�-• I r - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - I I 7L T 3: W n N F - - 0 J W N PROVIDE CELLAR I I I I 4"X4"TREATED WD. w > F Z Or) — — —I PROVIDE A 12" DROP @ FND. I - J I I POST W/ DECORATIVE � > z _ = w O ENTRY STEPS O w Z c� F- ��— — -� @ O.H.G.D. OPENING (TYP.) I I I I COLUMN (TYP. FOR 3) W -i — cc W Q O� n Z Q I-- 0 0 - - � - -� STEP FNb. I SIDE ELEVATION DWG NO 1/4"= 1'-0" 6 13 4"VENT THRU ROOF 40 YR. DIMENSIONAL SHINGLE ROOF J L (MATCH TO EXISTING) OVER 15#BUILDING FELT ON 1/2"CDX PLYWOOD SHEATHING OVER 2"X12"@ 16"ROOF RAFTERS. (2)1 3/4"X14"LVL RIDGE BD. 4„ W/CONT. RIDGE VENT 1"X6"FASCIA BD. 1/2 PLYWD.SOFFIT 3 2 W/SOFFIT VENTS BATH BATH PROVIDE LEADERS&GUTTERS Table P3201.7 _ LAUNDRY (E— 2„ PITCH 2 _ 2"PITCH � SEE NOTE 5 SIZE OF TRAPS FOR PLUMBING FIXTURES GC6 4 2„ I 12„ 2"1 12" 12, 12" TOP OF PEAK ASPHALT PLUMBING FIXTURE (MIN. IN.)TRAP SIE W r1-1 1 ROOF 1 LAV. I I LAV. I I 30'-0"+/-ABOVE GRADE SHINGLE CONT. RIDGE VENT FW.C. W.C. BATHTUB(with or without SECOND FLOOR I I I ISHO. ISHO. ASPHALT 12 12 , shower head and/or 112 J 1 1/2 1 1/2 SHINGLE 9� 14 STANDING whirlpool attachments) „ 3„ ROOF SEAM MTL. ASPHALT 3 C.O. C.O. Bidet ' 1/4 1�2 ROOF SHINGLE KITCHEN VENTED ATTICS WITH AIR PERMEABLE INSULATION CONT. RIDGE VENT ROOF Clothes with standpipe 2 LAUNDRY BATH (�2„PITCH 211 — — KITCHEN T- — — 2 2"PITCH MASTER BATH INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE STANDING 12 — — r VENTS THAT EXTENDS OVER INSULATION (TYP.) EA ROOF 4 Dishwasher(on separate trap) '1 1/2 —1— 2„ r 2° I 1 4" 2"I T — 12 r,— „ 1 2„I I 12" 12„ 12„ 2„ Floor drain 2 SINK 2 2 1 1 SINK W 1 LAV. I D.W. 1 LAV. I 1 I BACK SIMPSON STRONGTIE ATTIC �4 Kitchen sink(one or two W C F_ W.C. TUB I VENT HURRICANE CLIP H1Z LIMITED STORAGE traps,with or without dishwasher and food waste 1/2 FIRST FLOOR 2" J 1 1/2" SHO. L 2 1 1/2' SHO. (TYP.) ON EACH STUD RAFTER dis oser SECOND FLOOR PLT. HT. (one or more compartments) C.O. 3„ 3„ 3„ „ „ C.O. Laundry tub i 1/2 STANDING 1-8" 1 SEAM MTL. „ O.H. Lavatory 'I 1/4 4„ BATH 1'-8 I ROOF 2„ 2,PITCH OSTANDING Shower(based on the total F — T — I H. R:30 BATTT SEAM MTL. flow rate through 4„ 12" 1 I INSUL. ROOF showerheads and bodysprays) 2" 1 2" O Flow rate: 1/2 I LAV.I 1 5.7gpm and less more than 5.7gpm up to 12.3gpm 2 W.C. 1 I LOFT more than 12.3gpm up to 25.8gpm 3 SHO. NEW 4"STUD WALL WITH PROVIDE TYVEK HOUSE BASEMENT " 1 = CONT. FLASHING 2R CDX PAP BY DUI PONT OVER LYWOOD ON 2 X4" more than 25.8gpm up to 55.6gpm 4 1 1/2 12 4" W/JOIST HANGS WOOD STUDS @ 16"O.C. 3" C.O. TRj L AP " (TYP.) 4.5 (2)2"X4"TOP PLATE SECOND FL. 2"X4"BOTTOM PLATE R:13 BATT INSULATION w/ C.O. 4 CONNECT TO FIRST FL. PLT. HT. R:5 RIGID INSULATION&1/2" APPROVED GWB(INTERIOR FACE).TAPE TREX/ 1"X6'�— AND SPACKLE(3)COATS AND SANITARY 1 -8 ° ° PRIME PLUMBING RISER DIAGRAM SYSTEM 2"X8"' LEDGER BD. (313/4"X91/2' WD. z O.H. ABOVE (TYP.) L L HDR (FLUB (2)1 3/4"X 9 1/2" LVL 1'-8" N.T.S. W/5/8" STL. HDR (FLUSH) I I O.H. w II � PLUMBING o _ II 1. ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. ao GREAT ROOM q SEAL 2. ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. 60 4"X4"TREATED WD. ,��FZED ARc 3. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, FRONT FOYER I POST W/ DECORATIVE ALL SOLDER SHALL BE LEAD FREE. PURR I I COLUMN (TYP. FOR 4) 4. ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2" INSULATION. 5. ALL FIXTURES SHALL BE AS SELECTED BY OWNER. FIRST FLOOR °o 6. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., I -C STATE BUILDING AND ENERGY CODE. GRADE I I (2)2"X10 HDR GRADE N9� 02 46 �0�� 1 1 " OF NEON Sec.P3103.1 -Roof Extensions PROVIDE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated _ Z I R:30 BATT snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, b — PR VIDE 5/8"ANCIHOR BOLT INSUL. o z observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than M 2"FROM FND. ENDS & 36' T-0"above the roof. ° ° ° 1 MAX. ad. Sec.P3103.2-Frost Closure 4" DIA. STL. ° ° - - - - - - - -I I POST Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not 4"X4"TREATED WD. 1 less than 1 foot inside the thermal envelope of the building. POST W/DECORATIVE I 1 BATH NEW REINF. 4" P.C. SLAB COLUMN (TYP. FOR 3) — 4" DIA. STL. ON GRADE W/66-1010 WI M 40 YR. DIMENSIONAL SHINGLE — —1 POST OVER 4"GRAVEL (MATCH TO EXISTING) NEW REINF. 4" P.C. SLAB I UNFINISHED BASEMEN 1 OVER 15#BUILDING FELT ON (2500 PSI) 1/2"CDX PLYWOOD SHEATHING � 2 3 ON GRADE W/66-1010 WMM STEP FN . I OVER 2"X12"@ 16"ROOF RAFTERS. OVER 4"GRAVELIII I(2)1 3/4"X14"LVL RIDGE BD. (2500 PSI) — — — ° ° IL J L_ J ° ° ° W/CONT. RIDGE VENT — NEW REINF. 4" P.C. SLAB VX6"FASCIA BD. 1/2 PLYWD. SOFFIT TOP OF PEAK CONCRETE FTG. W/ ON GRADE W/66-1010 WMM W/SOFFIT VENTS 24"X24"X12" 24"X24"X12" PROVIDE LEADERS&GUTTERS �N CONT. RIDGE VENT 30'-0"+/-ABOVE GRADE 3#5 REBARS & OVER 6 MIL. VAP. BARRIER DEEP P.C. FTG DEEP P.C. FTG SEE NOTE 5 2"X4" KEYWAY OVER 4"GRAVEL (TYP.) (3500 PSI) 12 ODNT. RIDGE VENT 79 SECTION 1/X-X 12 1/4"= 1'-0" 00 0 4 LUM Y U oisCO U \ CONT. FLASHING 12 PROVIDE R:30 BATT \ 14 INSUL.SUL. SECOND FLOOR PLT. HT. c7 � \ - 1511 =__ O.H. _L \ O.H. M NTED ATTICS WI H AIR PERMEABLE INSULATION O.H. o 0 Ir CLUDE BAFFLE ADJACENTTO SOFFIT AND SAVE POST CONNECTION DETAILS Lij z VENTS THAT EX ENDS OVER INSULATION (TYP.) \ 00 J BONUS ROO \ STANDING EAM TL. ROOF p z SIMPSON STRONGTIE \ IY 0 IY Z HURRICANE CLII� H1Z \ 12 2"x 6"FLOOR JTS @ 16"O.C. CL 0 � 5 (TYP.) ON EACH STUD \ �4 SECOND FL. -2"x 8"HEADER Q & RAFTER \ FIRST FL. PLT. T. 4"x 4"POST ANCHORED ON 2"x6"DECKING � � � � \ 10" x 36"FTG. BELOW GRADE 2"x 6"FLOOR JTS @ 16"O.C. HEADER AS oN l ri >- AND 4%6"ABOVE GRADE o Q N Q 14-16d COMMON NAILS NOTED ON PLANS c\j LU m PROVIDE (2)1 3/4"X 11 7/8" LVL HDR ° ° 1 "8 (BEAM) 4 R:30 BATT 1'_6" 6-8d COMMION 2 / 7 O.H. J:11":. O.H. INSUL. O.H. B POST BASE BY SIMPSON 1:;;�,J` @ 24"O.C. , :•.L.'':: TECO'S 36' HIGHA. HAND/GUARDRAIL 36" high - SIMPSON STRONG-TIE 6 W/BALLU:>TERS handrail (typ.) 0 14-16d COMMON NAIL AC4 , 4' O.C. - rn �* PORC I HDR. & (POST) I` 4 DIA. STL. — POSTING AS NOTED ° 2 CAR GARAGE POST FLJ TO DWELLING ON PLAN LLJ m U U ° N — 7�< Z J 2"x6"DECKING DECORATIVE MOLDING LLI J FIRST FLOOR 0 d 14-16d COMMON NAILS — - ° ° (BEAM) W O O 6-8d COMMION Simpson Strong-Tie LU Z o AB 0" I I Dom— °C — — N GRADE ,° 0 (D Li - — NEW REINF. 4" P.C. SLA�3- PhOVIDE 5/8"ANCHOR BOLTS PROVIDE 8"X16"1 1 FILLER STRI 3-10d COMMON ° ° z J Z PREMOLDEC) „ _ Z CRAWL SPACE o -� (� 07 `- I— — — ON GRADE W/66-1010 WM 12 FROM FND. ENDS &36 0 VENT W/INSECt 1 0 ° ---I — FILLER (TYP.) I I_ — — OVER 6 MIL. VAP. BARRIER MAX. O.C. M " SCREEN I I 14 16d COMMON NAIL SIMPSON STRONG-TIE AC6R >LLJ < w LU OVER 4 GRAVEL ° ° — — — — — _ _ (POST) ; g...,: > w N 1— — — — — — 350C PST — — — — — — _ -------„-- � — — 7 T . . � � ° N 8 I I F - - I ( ) PORCH COL S TO HDR. J � z 2"MINIMUM U 24"X24"X12" 1 1 1 I I 4"X4"TREATED WD. SIDECOVER w ~ 0 " PROVIDE CELLAR NOTE: CONCRETE FTG. W/ _ � z = = w O �— — — —� I PROVIDE 5/8"TYPE"X" DEEP P.C. FTG 3#5 REBARS & I J I I POST W/DECORATIVE o LU J Z 0 LU Q 1 ENTRY STEPS��— — —I I GYP. BD. ON CLG.ABOVE 2"X4" KEYWAY 1 I I 1 1 COLUMN (TYP. FOR 3) a. Z U (n Q F- 0 0 AND @ ADJOINING WALL (TYP.)I — STEP FNIb. SECTION — — — —TO LIVABLE SPACE DWG NO 1 - - i I N 1/Y-YLi - - - — - - - - - - - - - - - - - - - - - 2_11 - - - - - - - j- - - - - - - � 1/4"= 1'-0„ a 7 13 ROOF SHINGLE # 15 FELT PAP E PROVIDE LSSU28 JOIST HA GER ICE SHIELD: 2 LAYERS OF UNDERLAYMENTS CEMENTED 1/2 CDX PLYWOO @RIDGE TO EACH ROOF R TOGETHER OR SELF-ADHERING POLYMER I TYPICAL @ NEW CONSTRU TION MODIFIED BITUMEN SHE . I I 1 1/4"x 20 GAUGE G LV. I STRAP TYPICAL. 20" L 1"x 2" BLOCKIN EACH ROOF RAF ER (4 ) 8d NAIL EACH EN 5"MIN EA. ROOF RAFT R I 1 1/4"x 20 GAUGE GALV. I STRAP(TYP.)WITH (6) 8d 12 COMMON NAILS IN EACH I ° END OF STRAP. S MAN ROOF RAFTERS (SEE LAN) VARIES I PRE-CRIMPED PRE-CRIMPED 1/2" EXTERIOR GRADE PLYWOOD SH ATHING L END. END. ASPHALT SHINGLES (AS SELECTED BOWNER) ALL FASTENERS SHALL BE INSTALLED WITH T1 VALLEY FLASHING ACCORDANCE W/MANUFACTURER SPECIFI ATS ALL FASTENERS SHALL BE INSTALLED WITH ICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR CEILING JOISTS (SEE LAN � DETAIL "611 BY SIMPSON OR APPROVED EQUAL. BATT INSULATION (SEE LAN) r VALLEY FLASHING N.T.S. / x4� DETAIL "A" FASCIA ICE SHIELD&UPLIFT CONNECTION N.T.S. R.905.1.2 3"CONTINUOUS SOFFIT R.802.3.1 R.802.5.1 (9) SIMPSON STRONG-T @ 16"oc(EACH SIDE) 1 I \ / \ ° / z / o I U) SEAL D 'mac ALCOA RIDGE VENT. INSTALL // O�J��-N K Ty�"X AS PER MANUFACTURES SPEC'S. 1"AIR SPACE SHEATHING 1 1/4"x 20 GAUGE GALV. ROOF SHINGLE. VINYL SIDING (AS SELECTED BY WNER) / I I ], � STRAP (TYP.)WITH (6)8d R-3 RIGID INSULATION B ARD / I I y 02 4e5 O SIDING COMMON NAILS IN EACH PLYWOOD SHEATHING. TYVEK BUILDING RAP T�OF NE�� END OF STRAP. 1/2" EXTERIOR GRADE PLYWOOD S ING 1 o FLASHING—� CONTINUOS VENT # 15 FELT PAPER 2"x 4"STUDS 1 / I ° 11 3 1/2" BATT INSULATION5.0 E 1/2" GYSUM BIDE `--- BACK-FLASHING- 1/2" 1 1/4"AIRSPACE I I ---�� SIMPSON STRONG-TIE FTA @ 1 "oc OR 1/2" MIN. BLANKET INSULATION 1 1/4"x 20 GAUGE GALV. STR 3/4"AIR SPACE— EXTENDED 12" BEARING FROM FLOOR SIMPSO FRAMING EACH DIRECTION @ EA(,H IS ROOF RAFTER H 2.5A CLIP I / / $ BOTTOM @ 24" O.C. MAINTI / 2" EDGE @ END DISTANCES. :.:. CATHEDRAL C LG. RIDGE BEAM. 2-2"x 4"TOP PL / NOT HURRICANE CLIPS TO BE ALL FASTENERS SHALL BE INSTALLED WITH S ICT Y" ALL FASTENERS SHALL BE INSTALLED WITH T T ADDED TO ROOF RAFTER WHEN ACCORDANCE W/MANUFACTURER SPEICIFICATI NS 1 1/4"x 20 GAUGE GALV. �________________` ACCORDANCE W/MANUFACTURER SPECIFIC S CATHEDRAL CEILINGS CONDITION STRAP (TYP.)WITH (4)8d PRE-MOLDED EXISTS COMMON NAILS IN EACH / EXPANSION JOINT. END OF STRAP. / I I / I I � DETAIL "J" � DETAIL "D" � DETAIL "C" �4 c HURRICANE CLIP N.T.S. RIDGE STRAP&VENT N.T.S. I I r- w ROOF VENTILATION N.T.S. Y � R.802.3.1 R.802.3 / I I U R.802.5.1 (9) R.802.3.1 / I I 0� = LIJ 0O U 00 3/4" SUB FLOOR GLUED AND AILED I ':.''• . FLOOR JOISTS (SEE I '• :' I _^ I BATT INSULATION (SEE LAN) ; "SIMPSON"CMSTC16 COIL STRAP OR 1 1/4"x 20 GAUGE GALV. STIR PIPING STRAP EACH STUD 12" MIN. B WRAP STRAP UNDER SILL @ EA H STUD I I \----- / rn / c•) / d� 2"x 4"SILL j I // w = o 12 (REFER TO PLANS) I // z a 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ I I _j } PORCH/RAFTER/GIRDER x6 P.T. SILL I 0 z ROOF CONNECTION 2" " o z o -1 TECO'S CONNECTION DETAIL ANCHOR BOLTS (REFER TO PLANS j / / Q O 2"x6"R.R.@ 16"O.C. 2"x6"R.R. @ 16"O.C. FOR SIZE AND SPA I I // a Of SILL SEALER I / = Q p O 3-10d COMMON _ 16" TERMITE SHIELD I � � ::) _ - >-$ 2 7 G USEE DECK ATTACH BOLTS @ 16° E . DETAIL ON SHEET#16 @24"O.C. --- o Q Q SIMPSON c� W oSI PSON 6 GRADE ST APPING @ 16" HGR.@ 16" I 1L�1• :: I / 2"x6"CJ. @ 16"O.C. FILLE STRIP 6-8d COMMION ;`:U',• " / #5 REBAR (1/2" DIA) / $ * % 2 / 7 2-2"x10"HEADER SIMPSO 1212 1�E;.,. CQ�/. @ 24"O.C. DECORATIVE MOLDING EA.SIDE IG q; THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC PORCH TECO'S /Ax DETAIL "N" 8"POURED CONCR TE COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. PORCH/RAFTIER/GIRDER CONNECTION DETAILN.T.S. FOUNDATION W LL 1/2" EXPANSION JOINT O U CU o CV SEE DECK ATTACH 2"x6"DECKING 2"x6"DECKING �.'„ - W CV 16"x 8" DP. POURED CONCRETE F DECORATIVE MOLDING J DETAIL ON SHEET#16 2"x 6' FLOOR JTS @ 16"O.C. 4"x 4"POST ANCHORED IN 6-8d COMMION 8"x 36"FTG. BELOW GRADE t ,u:'�•.•.e;�.', AND 4"-6"ABOVE GRADE :;:'`. � - @ 24"O.C./ $ 2 / 7 3-10d COMMON 6-8d COMMION #5 REBAR (1/2" ' � }- Q FILLER STRIP z J "u `' AB POST BASE BY SIMPSON _ z U .'" TECO'S 4"CONCRETE SLAB ON UNDISTURBED _I U GRADE 5/8"ANCHOR BOLT W LL W @ 4'O.C. (TWO STORY HOUSE) > W F- c\J FLJ TO DWELLING PORCH COL'S TO HDR. PORCH DETAIL w _j w z •;.:: CONNECTOR o W uz, z w o POST W/ CONC. CONNECTION TYP I CAL WALL SECTION 0- z 0 Eo Q of o 3/4"= 11-0" DWG NO z*�x DETAIL "M" R PORCH CONNECTION DETAILS N.T.S. V 011 1 1a 3 2020 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR INSULATED WA TABLE R402.4,1,1 RIGID INSULATION SHEATHING AIR BARRIER AND INSULATION INSTALLATION "R-VALUElTHIC PER CLIMATE i, (TAPE ALLLL JOIOINTS) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERI COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERV INSTALL 1"RIGID INSULATION PORCH RAFTE CUT TO FIT BETWEEN THE RAFTERS. �' 3 FOAM SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or MAINTAIN EQUAL VENT SPACE �i VENTED AIRSPACE the building envelope. a sealing material. narrow cavities shall be filled by insulation FOR LENGTH OF RIGID INSULATION �i Narrow cavities 2X LEDGER ON TOP O l The exterior thermal envelope contains a that on installation readily conforms to the ATTIC INSULATION General requirements i RIGID INSULATION _ continuous air barrier. available cavity space. � 1 Breaks or joints in the air barrier shall be i sealed. Air sealing shall be provided between the INSTALL 1"RIGID /�� --- --- - Garage separation garage and conditioned spaces. INSULATION VERTICALLY TO The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit CONNECT INSULATING SHEATING shall be aligned with the insulation and any shall be aligned with the air barrier. TO RIGID INSULATION BAFFLE gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building FOAM SEAL BOTH JOINTS Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC Access openings,drop down stairs or knee dry rated. CONTINUOUS BEAD OF SEALANT wall. wall doors to unconditioned attic spaces j �..' shall be sealed. r------ Batt insulation shall be cut neatly to fit I I' The unction of the foundation and sill late Cavities within corners and headers of frame around wiring and plumbing in exterior walls, 1 1/2"RIGID INSULATION 1 P Plumbing and wiring or insulation that on installation readily i shall be sealed. walls shall be insulated by completely filling conforms to available space shall extend The junction of the top plate and the top of the cavity with a material having a thermal EXTERIOR INSULATED WALL Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. and continuous alignment with the air barrier. them from the showers and tubs. r The space between window/doorjambs and The air barrier shall be installed behind DETAIL Windows.skylights and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or ZN sealed. air-sealed boxes shall be installed. DETAIL 1" EXT. INSULATION SHEATING AS N.T.S Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building ATTIC EAVE BAFFLE AND VENT Rim joists HVAC register boots thermal envelope shall be sealed to the AIR SEALING AT SHED ROOF AT 1" subfloor or drywall. RIGID INSULATION SHEATING The air barrier shall be installed at any Floor framing cavity insulation shall be exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner framing cavity insulation shall be permitted that is recommended b the manufacturer. Floors(including above garage and to be in contact with the to side of Concealed sprinklers y cantilevered floors) p p Caulking or other adhesive sealants shall not sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. co from the bottom to the top of all perimeter , z floor framing members. �i' 0 MANUFACTURED RECESSED LIGHT ENCLOSURE Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue i w Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned i VENTED AIRSPACE ATTIC INSULATION � with overlapping joints taped. the crawlspace walls. space shall be sealed. �� ATTIC INSULATION � ATTIC TRUSS i' SEAL INSTALL 1"RIGID ROUGH CUT RED qR AROUND VENTILATION CHUTE i' �5` LN K T Cyij 2020 INTERNATIONAL RESIDENTIAL CODE -AIR SEAL PERIMETER WITH 2020 INTERNATIONAL RESIDENTIAL CODE EXPANDING FOAM SEALANTn:.A TABLE R602.3(1) FASTENING SCHEDULE TABLE R6O2.3(1) - continued FASTENING SCHEDULE - - CONTINUOUS BEAD OF SEALANT N EXPNADING SEALANT AT PEIMETER 465 O� DRYWALL CEILING NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND 1 1/2"RIGID INSULATION RECESSED LIGHTING FIXTURE OF NE�� ITEM DESCRIPTION OF BUILDING ELEMENTS a, c SPACING AND LOCATION ITEM TS OF FASTENER a,l EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT ROOF 14 Blocking between ceiling joists or rafters 16d common (3 1/2"x 0.162") 16"o.c.face nail to top plate 16d box(3 1/2"x 0.135");or 4-8d box(2 1/2"x 0.113")or 3"x 0.131"nails 12"o.c.face nail DETAIL 1 Blocking between ceiling joists or rafters to top 3-8d common(2 1/2"x 0.131"):or Toe nail plate 3-10d box(3"x 0.128"):or 15 Bottom plate to joist, rim joist,band joist or 3-16d box(3 1/2"x 0.135") ;or 3 each 16"o.c.face nail AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S 3-3"x 0.131"nails blocking(at brace wall panel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail DETAIL 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(2 1/2"x 0.113")or 2 Ceiling joists to top plates 3-8d common(2 1/2"x 0.131"):or Per joist,Toe nail 4-8d box(2 112"x 0.113");or 1" RIGID INSULATION AS ATTIC EAVE N.T.S 3-10d box(3"x 0.128"):or 3-16d box(31/2°x 0.135");or BAFFLE CUT AROUND MANUFACTURED VENT 3-3"x 0.131"nails 4-8d common(2 1/2"x 0.131");or Toe nail 4-10d box(3"x 0.128");or 3 Ceiling joist not attached to parallel rafter, laps 4-10d box(3"x 0.128");or Face nail 16 Top or bottom plate to stud 4-3"x 0.131"nails over partitions[see Sections R802.3.1, R802.3.2 3-16d common(3 1/2"x 0.162"0;or and Table R802.5.1(9)] 4-3"x 0.131"nails 3-16d box(3 1/2"x 0.135");or 2-16d common(31/2"x 0.162");or End nail 3-10d box(3"x 0.128");or Ceiling joist not attached to parallel rafter 4 Table R802.5.1 (9) Face nail 3-3"x 0.131"nails (heel joint)[see Sections R802.3.1 and R802.3.2 and Table R802.5.1(9)] 17 To plates, laps at corner s and 3-10d box(3"x 0.128");or INSTALL INTERIOR SHEATING p p p intersections 2-116d common(3 1/2"x 0.162");or Face nail AT EXTERIOR WALL PRIOR 5 Collar tie to rafter,face nail or 1 114"x 20 a. 4-10d box(3"x 0.128");or 3-3"x 0.131"nails TO INTERIOR WALL ASSEMBLY g 3-10d common(3"x 0.148");or Face nail each rafter ridge strap to rafter 4-3"x 0.131"nails 3-8d box(z 1/2"x 0.113");or ATTIC INSULATEO PARTITION WALL PARTITION WALL 18 1"brace to each stud and plate 2-8d common(2 1/2"x 0.131"); or Face nail eO 3-16d box nails (3 1/2"x 0.1135");or 2-10d box(3"x 0.128");or CO FLU 6 Rafter or roof truss to plate 2 toe nails on one side and 1 toe nail 2 staples 1 3/4" 3-1 Od common nails (3"x 0.148");or WOOD TRUSS FRAMI (` U 4-10d box(3"x 0.128"); or on opposite side of each rafter or w SEALANT TYPICAL � W 4-Tx 0.131"nails truss 3-8d box(2 1/2"x 0.113");or SHEATH INTERIOR OF CO U 19 1"x 6"sheathing to each bearing 2-8d common(2 1/2"x 0.131"); or ATTIC ACCESS T CO ( ) - ox( x .128");or Face nail pO 4-16d 3 1/z"x 0.135" ;or +1"OF INSULATION LEVEL 3-10d common(3 1/2"x 0.1148), or Toe nail 210d b 3" 0 4-10d box(3"x 0.128"); or 2 staples,1"crown,16 ga.,1 3/4"long 1"RIGID INSULATION M I Y�w Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 2-16d common 3 1/2"x ")162" or End nail 3-8d common n x 1/2"3")oor )' ' 7 roof rafter to minimum 2"ridge beam 9 3-16d box 3 1/2"x 0.135" or 3-sd common 2 1l2"x o.131' or LADDER BLOCKING AS REQ'D ( ); ( ); ACCESS PANEL 3-10d box(3"x 0.128"); or 20 V x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail -DRAW ACCESS PANEL SNUG 3-3"x 0.131"nails WITH PERIMETER SCREWS INSULATED EXTERIOR WALL Wider than 1"x 8" TRIM AS REQUIRDED rn WALL 4-8d box(2 1/2"x 0.113); or FINISHED CEILING 3-8d common(21/2"x 0.131") ;or 8 Stud to stud(not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 3-10d box(3"x 0.128");or LLJ CD box X ; Or 4 staples,1"crown,16 ga.,1 3/4"long z } 3"x 0.131"nails 16"o.c.face nail DETAIL z& DETAIL Z 16d box(3 1/2"x 0.135");or FLOOR � � � 9 Stud to stud and abutting stud at intersecting) 3"x 0.131"nails 12"o.c.face nail OY Z � z AIR SEALING AT ATTIC HATCH //FINISH SCREWS N.T.S AIR SEALING AT COMMON WALL N.T.S � w wall corners(at braced wall panels) 16"o.c.face nail 4-8d box(2 1/2"x 0.113); or Of " 21 Joist to sill,top plate or girder 3-8d common(21/2"x 0.131") ;or Toe nail BETWEEN DWELLING UNITS Q Q 16"o.c. each edge face nail 3-10d box(3"x 0.128");or U � _ 10 Built-up header(2"to 2"header with 1/2"spacer) 3-3"x 0.131"nails CD N � U)12"o.c.each edge face nail o 5-8d box(2 1/2"x 0.113");or 8d box(2 1/2"x 0.113") 4"o.c.toe nail N W N CO 11 Continuous header 10 stud 4-8d common(2 1/2"x 0.131") ; or toe nail 22 Rim joist, band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 4-10d box(3"x 0.128") top plate(roof applications also) 10d box(3"x 0.128");or 3"x 0.131"nails 6"o.c.toe nail 12 Top plate to top plate 16d common(3 1/2"x 0.162") 16"o.c.face nail ATTIC INSULATION 3-8d box (2 1/2"x 0.113");or 10d box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED 3"x 0.131"nails 3-10d box(3"x 0.128");or 1 3/4"long 8-16d common(3 1/2"x 0.162")'or 2 staples,1"crown,16 ga., Double top plate splice for SDCs A-D2 with ' RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" 12-16d box(3 1/2"x 0.135");or face nail on each side of end joint seismic braced wall line spacing<25' z 12-10d box(3"x 0.128");or (minimum 24"lap splice length each """ ° ° � '' ° 3-16d box 3 1/2"x 0.135" ;or Blind and face nail G* 7 ae (' "' r +: Mk I �r,E W m i 13 12-3"x 0.131"nails 24 2"subfloor to joist or girder ( ) F t , 1 ; a, a side of end joint) 2-16d common(3 1/2"x 0.162") t { j t COMPRESSIBLE WEATHERSTRIPPING () U O N AT PERIMETER OF ENCLOSURE Double top plate splice SDCs D0, D1,or D2; Z _J and braced wall line spacing>25' 12-16d(3/12 x 0135") LU J 25 2"planks(plank&beam-floor&roof) 3-16d box(3 1/2"x 0.135");or At each bearing,face nail 0 2-16d common(3 1/2"x 0.162") MECHANICAL LATCH TO Z) ATTIC FLOOR FRAMING PRESSURE SEAL AT W 0 3-16d common (31/2"x 0.162") WEATHERSTRIPPING 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail Ur w I I 4-3"x 0.131"nails;or o z J Q d 4-3"x 14 ga staples,7/16"crown _ _ Z 0 Nail each layer as follows:32"o.c. , 20d Common(4"x 0.192") ;or at top and bottom and staggered. O W < (n 10d box(3"x 0 128");or 24"o.c.face nail at top and bottom W 3"x 0.131"nails staggered on opposite sides LLI ~ C) N 27 Built-up girders and beams,2 inch lumber Q J w N Z layers And: MANUFACTU O U 2-20d common(4"x 0.192");or Face nail at ends and at each 0 DOWN STAIRRED PULL w z (D _ = W � 3-10d box(3"x 0.128");or O LLI h- o_ 3-3"x 0.131"nails Splice Z U W J of W Q 0) 4-16d box (3 1/2"x 0.135");or 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or DWG N 0 4-10d box(3"x 0.128");or 4-3"x 0.131"nails At each joist or rafter,face nail 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail DETAIL 9 a AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 13 L 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) TABLE R602.3(3) 8d °2 6"oc toed in BRACING REQUIREMENTS BASED ON WIND SPEED a Ong braced wall REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c ULTIMATE DESIGN EXPOSURE CATEGORY B JTS MINIMUM MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PAN LS MINIMUM NAIL MINIMUM WOOD NOMINAL PANEL NAIL SPACING WIND SPEED V ult 30- FOOT MEAN ROOF HIEGHT STRUCTURAL PANEL MAXIMUM WALL (mph) 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE TOP PLATE PANEL SPAN STUD SPACING win exposure category - 6„ SIZE PENETRATION RATING THICKNESS (INCHES) EDGES FIELD 2 BRACED WALL LINES 1/2" MIN. STRUCTURAL (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) B C D METHODS ULTIMATE DESIGN BRACED WALL LINE METHODS WOOD PANEL 8d COMMON NAILS 6d COMMON 1 5 24/0 1/2" 16 6 12 140 115 110 WIND SPEED SPACING b DWB,WSP,SFB, (2.0"x 0.113") (MPH) STORY LOCATION (FEET) METHOD LIB METHOD GB CS-WSP,CS-G, PBS, PCP, HPS, @ 6"O.C.ON EDGES BV-WSP,ABW, PF , CS-PF ONLY PFG CS-SFR COMMON 16 6 12 170 140 135 8d x 0.131") 1.75 24/16 7/16" 5.0 5.5 3.0 = COMMON NAILS 8d 10 2.5 24 6 12 140 115 110 ;� 3-16d@16"oc @ 12"O.C. ON 20 10.0 10.0 5.5 5.0 along braced wall FIELD ONLY 30 14.0 14.0 8.0 7 FOR SI: 1 INCH=25.4 mm 1 mile per hour=0.447 m/s. 40 18.0 18.0 10.5 9•0 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE()GONNECTI N F Panel stNnqth axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches SIMPSON HDU4-SDS2.5 HOLDDOWN q =� 22.5 22.5 13.0 FOR STRAP- d COMMON NAILS EA.END OF STRAP 5 on center shalfbe applied with. panel strength axis perpendicular to supports. $ @ B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2. Lateral 60 26.5 26.5 15.0 13.0 FOR C OF EA. PLATES PLATFORM BELOW- RO g 'DIAM.AMR(ALL THREADED bracing requirements shall be in d COMMON NAILS @ 16"O.C. ROD)ANCHOR, EMBEDMENT LENGTH accordance with Section R602.10. OF C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span ANCHOR IN CONCRETE IS 10" rating. Plywood siding rated 16 o.c. 10 10.0 10.0 6.0 5.0 FLOOR JOIST or 24 Plywood shall be permitted o an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used < 140 MIN.. USE SIMPSON SET EPDXY-TIE 20 18.5 18.5 11.0 9.0 SILL PLATE HIGH STRENGTH EPDXY ADHESIVE with studs spaced not more than 16 inches on center. 30 27.0 27.0 15.5 13.0 TO SECURE ANCHOR, DRILL 3/ 40 35.0 35.0 20.0 17.0 "" • '' 4 ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW 50 43.0 43.0 24.5 21.0 MANUFACTURER'S INSTRUCTIONS. (OPTIONAL) 60 51.0 51.0 29.0 25.0 SPACING OF FASTENERS POURED CONCRETE/ 10 NP 15.0 8.5 7.5 MASONRY DESCRIPTION NUMBER AND intermediate 20 NP 27.5 16.0 13.5 FOUNDATION CD 30 N P 39.5 23.0 19.5 Z ITEM a, b, c Edges supports �' 40 NP 51.5 29.5 25.0 Q OF BUILDING ELEMENTS TYPE OF FASTENER h END SHEARWALL ON FOUNDATION WALL �.• 50 NP 63.5 36.5 31.0 (Inches) (inches) Q 60 NP 75.5 43.0 36.5 w 0 z w t� °ail ; nck, S ibfloor, roof and interior wail sheathing to framing anc� particleboard wall < z Q sheathing to framing o N [see i"ab. rR , r.O2.-(3) for %%ood strr1ctL1T- l pancl xterlor af�� h sheathing to wall framing] II II II II > TABLE R602.10.4 TOP PLATE � o Gd common (2" x 0.11 3") nail BRACING METHODS 6 I Continuous Sheathing Method o SOLID BLOCKING BETWEEN SEAL ROOF JOISTS/RAFTERS ATTACHED TO TOP �5(��N K'gRCy/ (sul�florr, wall)' � �D 8d common (2 1/2" x 0.131 "') nail [� f CONNECTION CRITERIA PLATES 8d COMMON @ 6"OCALONG O J�, F,y2�� 1 SOLID BLOCKING BETWEEN LENGTH OF BRACED WALL PANEL n METHOD, MATERIAL MINIMUM THICKNESS FIGURE -' Fasteners Spacing RAFTERS/JOISTS ATTACHED TO TOP .----- (roof); or RSRS-01 (2 '/g" � 0.113") PLATES 8d COMMON @ 6"OC ALONG N / Exterior sheathing 6"edges 12" LENGHT OF BRACED WALL PANEL nail 1r000 CS-WSP FIle R602.3(3) field 9TF 02 4 4 �K.•' F y -. 3/8° w„ r: OF NE�1 Continuously - � w '" 8d commori nai1 (21/2," x 0.131")• s- y r. °4 1� Varies` f tllaUctural = A � I'lg°per fastener y BRACED WALL PANEL CONNECTION 31 10/32" --- 1 " 0r RSRS-01; (23/8'" x 0.113") nail 5 12 panel (roof) TO PERPENDICULAR RAFTER/ ROOF JOISTS- 1 Od common (3" x 0.148") nail; or G 12 � -� 8d (21/2r" x 0.131 ") deforrrled nail FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING Other wall sheathingg FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS 1 1/2" c lvarlized roofing nail, FOR SI: 1 FOOT= 304.8 MM CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED 1 /2" Str�;ctUral -C'11L110SiC fiberboard �/16" bead diameter, car 11/4" long .� � ✓ J BRACED WALL LINE BRACED WALL LINE sheathing 16 ga. staple with 7/1 G"' 0r 1" CO crown COLl 11:1 11-1 y ~ w U) CO = w 13/4' galvanized roofing nail, w 00 z 00 BWL3 BWL2 BWL1 Q d �, 2S/32" Structural cellulosic �/10" head diameter, 0r 1112" lor~g --- --- --- - - � < co 3 4 3 G °' RETURN HOLD-DOWN fil)erboard sheathing; 1� �a staple With 7/1 �" Dr 1 I I o PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT v END OF BRACED WALL LINE END OF BRACED WALL LINE crown I I END CONDITION 1 END CONDITION 2 i i r N LL W O 11 /2"' galvanized roofing nail; i I g_ CONTINUOUSLY SHEATHED _ CONTINUOUSLY SHEATHED Q staple galvanized, BRACED WALL LINE BRACED WALL LINE D- } o } 35 112" &VI)SUrn shea(hingd y 1 z z _ z 1112," lling; 1114" screws, Type W I I °o Lid Q W IN = Q 0 O or S w � � m N Q 13/,4", galvanizedroofing, nail; m ci staple galvanized, 3r� �/� y�13SL1111 sheathln 7 7 RETURN 1 S/8" long; 1 S/8" screws, Type W 48" MINIMUM BRACED WALL PANEL PANEL D* FIRST BRACED METHODS REQUIRE ALL FRAMED NOTE:CONTINUOUS SHEATHING AT END OF BRACED WALL LINE 10 MAX WALL PANEL or S PORTIONS OF THE BRACED 'SEE REQUIREMENTS O o WALL LINE TO BE SHEATHED. END CONDITION 3 END CONDITION 4 m CV %100d tl'Uctural cnknels, combination subfioo'r undc=Inyrnent to fra'ming ❑ v o 0 REQUIREMENTS J CONTINUOUSLY SHEATHED 6d deformed (2" x 0.120") nail; or RETURN PANEL : 24" FOR BRACED WALL LINES SHEATHE WITH .�7 /4 and less; 5 12 BRACED WALL LINE WOOD STRUCTURAL PANELS 32" FOR BRAC D WALL C?&�d common (21/2 0,131") nailLINES SHEATHED WITH STRUCTURAL FIBER OARD Q DISTANCED : 24" FOR BRACED WALL LINES SHEATHED W TH C) Lu it U Q d- 8d common (21 "" x 0.131 ") Fall; WOOD STRUCTURAL PANELS 32" FOR BRAC D WALL z 12 � r �" LINES SHEATHED WITH STRUCTURAL FIBER CARD Q Q CD 07 38 /8 -- 1 or 0 12 w r 1 HOLD-DOWN : 800 Ibs CAPACITY FASTENED TO THE EDGE OF THE Q 11� v n o 8� deformed (2 /2 0.120 ) nail DEVICE BRACED WALL PANEL CLOSEST TO THE CO NER AND w W CD W Z 10d Corinilll(3T1 (3" 0.14°") nail; or TO THE FOUNDATION OR FLOOR FRAMING B LOW 0 J z _ W w o c 1 „ 1 ,,, 0 12 HOLD-DOWN < LJJ Q o0 o_ Q � (� Q � 00 -� 1 /� 1 /rr vd tlof�rlYlE_'Cl ( �/ „ 0 120") nail DEVICE FIRST BRACED WALL PANEL DWG NO END CONDITION 5 s FOR SI : 1 INCH = 25.4MM, 1 FOOT= 304.8 MM, 1 POUND = 4.48 N 10a 13 TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1 .00 BRACED WALL LINE E BRACED WALL LINE F ADJUSTMENT FA�+OR BRACED WALL LENGTH=12.6 ITEM NUMBERADJUSTMENT BASE OP$TORY/SUPPORT NG CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS INTERPOLATED LENGTH 10'@ 5'=12.6 @ 6.3'(2 STY.) BRACED WALL LENGTH=12.6 BRACED WALL LINE G INTERPOLATED LENGTH 10'@ 5'= 12.6 @ 6.3'(2 STY.) BRACED WALL LENGTH=25.3 TABLE R602.10.3(1) BY THIS FAQ TOR] MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 INTERPOLATED LENGTH 20'@ 5.0'=25.3 @ 6.3' ONE-STORY B Fl.00 ( )AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) MINIMUM TOTAL LENGTH FEET OF BRACED WALL PANELS=6.3 STRUCTURE C 1.20 ADJUSTMENT FACTOR 4iMD DOWN DEVICE=0.8 ADJUSTMENT FACTOR*MD DOWN DEVICE=0.8 AS PER TABLE R602.10.5 CS-WSP METHOD D 1.50 OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS ADJUSTMENT FACTOR=H(DLD DOWN DEVICE=0.8 B 1.00 EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY=1.0 TWO-STORY OTHER ADJUSTMENT FACTORS 1 EXPOSURE CATEGORY C 1.30 ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 STRUCTURE D 1.60 WALL HEIGHT ADJUSTMENT-ANY STORY 9'=0.95 EXPOSURE CATEGORY B-1 STORY=1.0 @ WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR>5'= 1.15 B 1.00 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 WALL HEIGHT 9 STRUCTTUREURE THREE C 1.40 REQUIRED BRACED PANEL LENGTH=1.0(6.3)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 REQUIRED BRACED PANEL LENGTH=1.0(6.3)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 NUMBER OF BRACED WALL LINES PER DIREECTION>5=1.6 D 1.70 =6.51 <7.0 PROVIDED =6.51 <7.5 PROVIDED REQUIRED BRACED PANEL LENGTH=1.0(6.3)X(1.15)X(0.85)X(0.95)X(1.6)X 0.8 55 FEET 0.70 =7.48<8.0 PROVIDED ROOF ONLY 10 FEET 1.00 15 FEET 1.30 20 FEET 1.60 ALL METHODS 55 FEET 0.85 2 ROOF EAVE-TO-RID E ROOF + 1 FLOOR 10 FEET 1.00 HEIGHT 15 FEET 1.15 20 FEET 1.30 s5 FEET 0.90 ROOF + 2 FLOORS 10 FEET 1.00 15 FEET 1.10 20 FEET NOT PERMITTED m 8 FEET 0.90 3 WALL HEIGHT ANY STORY 1 co FEET 11.00 231-011 ! 0 36'-4" ADJUSTMENT 11 FEET 1.05 14-6 12 FEET 1.10 END CON ITION 1 • BWL 1 E D CONDIT ON 1 BW�1 NUMBER OF BRACED 2 1.00 -• .Z-. I co 4 WALL LINES (PER PLAN ANYSTORY 4 1.4� 1 - Q- - - - - - - - _ - _ _ - _ - - - - - - - - - - - - - _ ® 1 0 DIRECTI 'I) co > 5 L1.60 o z I FASTENED TO THE ENE O 0 ® OU 5 ADDITIONAL 800-PO ND TOP STORY ON STUDS OF EACH BRACED DWB, WSP, SFB o _ p HOLD-DOWN DEVI E WALL PANEL AND TO THE 0.80 PBS, PCP, HPS, w I w I SEAL FOUNDATION OR FRAMING ELOW o o _ T < I T C��ED ARC INTERIOR GYPSUM BOARD OMITTED FROM INSIDE FACE DWB, WSP, SFB °' i 6' I O I O�J��NK 6 ANY STORY 1.40 PBS, PCP, HPS, CS- m "!7, FINISH (OR EQUIVALENT) OF BRACED WALL PANES WSP, CS-G, CS-SFB 5 II 0 / I � I n� m 4 INCHES O.C. AT PANEL EDGES, ( O 2'-0" -0 END CONDITION] --- 6111 GYPSUM BOARD INCLUDING TOP AND BOTTOM \ � I 7 ANY STORY 0.70 GB • FASTENING PLATES, AND ALL HORIZONTAL _BWL 2 _ i - - - END CONDITIO 1 `BWL 2B �� o29 e y0�� JOINTS BLOCKED F OF NEON o � O \ / ch zz C)z w \ / I / Ll II i I- - - - - - - - - - - - ® - - - - - - - - - - - O ON IT 00 / N 00 0 Lu co / \ I cy) (c) z O / \ I i I t O o / �I - z M o 0 0') U in U w o z BWL 3 1zu • w Q _ p z p >: - - B L3 Qzp � z 9'-011 p O END CONDITION 1 } Of _ w END CONDITION 1 � °- Q Q O r` Q 1 r` z I cD o I'I_ U) O I c� �n m l z m N W m w ° p o 00 BWL 4 2.4„ BWL 4 z N 2'-4" O ,- ND CONDITION 1 ° Z END CONDITI 1 p 23'-10" 13'-811 o z z O o - � w o U UoN ° O z Z cv w = w -I Q BWL5 N z BWL5 - D FT END CONDITION 1 END CONDITION 1 Z J Z J w J J I � W - - BRACED LINE 00 14'-811 m LL w W ~ C N BRACED WALL PANEL ~ .J w CV o W w z v W BRACED WALL PLAN (1ST FLOOR) 0 z _j - Q o 0 BRACING METHOD : CS-WSP ( SEE DET.SHEET) 1/4"= 1'-0" DWG NO a 1 1/3 BRACED WALL LINE 3 BRACED WALL LINE 1 BRACED WALL LINE 2 BRACED WALL LENGTH=23.8 BRACED WALL LENGTH=14.5 INTERPOLATED LENGTH 20'@ 5'=23.8 @ 5.95' BRACED WALL LENGTH=23.0 INTERPOLATED LENGTH 10'@ 2.5'=14.0 @ 3.5' INTERPOLATED LENGTH 20'@ 5'=23.0 @ 4.34' MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=5.95 ��x�,_� „; r�s „., � _ « ,��,�F r ,� �h.., �. ,,,,x MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=4.34 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=3.5 AS PER TABLE R602.10.5(CS-WSP METHOD) -+ EYTEN T CF I.`. ^.s..T7. ITli D:t,3 ;_.,_r-"0'Trk:-E;-_•-�.,. S (T«af 0 «.A'.C...D 4'rAl P1*1.iELs� AS PER TABLE R602.10.5(CS-WSP METHOD) ADJUSTMENT FACTOR=f-IICQLD DOWN DEVICE=0.8 07 i, rt`r=p}}« yi.1!:ee iy., Trq+ j,r.�r^ AS PER TABLE R602.10.5(CS-WSP METHOD) ADJUSTMENT FACTOR=FEOELD DOWN DEVICE=0.8 OTHER ADJUSTMENT FACTORS ADJUSTMENT FACTORiODD DOWN DEVICE=0.8 OTHER ADJUSTMENT FACTORS EXPOSURE CATEGORY B-1 STORY=1.0 FASTEN I°l%'C ST'L0 OTHER ADJUSTMENT FACTORS TO�N nEr� '�"..Tri�, EXPOSURE CATEGORY B-1 STORY=1.0 ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR 15'= 1.15 . - EXPOSURE CATEGORY B-1 STORY= 1.0 �.;wtl_t .„ T:0;{T;*L_�� -D=^� `ti E; S r ROOF EAVE-TO RIDGE HT.-ROOF +1 FLOOR 15'= 1.15 ,� WALL HEIGHT ADJUSTMENT ANY STORY @ 9' 0.95 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR 15'=1.15 @ NUMBER OF BRACED WALL LINES PER DIRECTION 6=1.6� «:,�., ,, �--��;,«-� WALL HEIGHT ADJUSTMENT-ANY STORY 9'=0.95 ' TE'.`-'� 'd" '` ("" WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 -=-�• �' E (,Q2 t,:)f+1 �� i} " NUMBER OF BRACED WALL LINES PER DIRECTION 5=1.6 REQUIRED BRACED PANEL LENGTH NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 REQUIRED BRACED PANEL LENGTH = 1.0(5.95)X(1.0)X(1.15)X(0.95)X(1.6)X 0.8 C' �A«T,?, .; {,r = 1.0(3.5)X(1.0)X(1.15)X(0.95)X(1.6)X 0.8 H. ; {T - ... _> REQUIRED BRACED PANEL LENGTH=1.0(4.34)X(1.0)X(1.15)X(0.95)X(1.6)X0.8 =8.3<9.0 PROVIDED =6.0=6.0 PROVIDED =4.88 5.0PROVIDED �.�" a i. Ins�li -K,n.�,fXer,.�...,•..�,....�F�.{.�, ..,,.,-.�.p Cy.,��.��. .+.- �(+j,,.��y,...,...m... < &('_r. t: .:s t c•�3� P I,w:Tf I� „ « S :- S t d, 'D - D _ BRACED WALL LINE 4 IF ,. ..�';�,z 1s 1.3:;d;.�.6 v� E 0°, �. �"`}�, i �C3r H:.:r�.�EEf r ^ r « BRACED WALL LENGTH= 13.6 BRACED WALL LINE 2B FASTEN S}-E THI'X,T0 =E}.EwT:VATH c.�,a v L10E Ev0�5.., ,L9. i = . , .a ,r.,,> p+:�*� x t �• , a „,t OCCUR,OVER R A"dD SE FASTEN TOP INTERPOLATED LENGTH 10'@ 5' 13 6 @ 6 75' (2 STY.) t: C0 ?,.0$.0-R Cr,r_k3�... ZED 20Y,:'!,"'f:-.r IN 2*CPID .. t I a ...' «,Y. *"ILED TO CG,`A.".t0`J PL/"«TE TLi BRACED WALL LENGTH=36.3 P,,TTERNI A S S��3'r,.« ) ,¢ MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.75 s BLOCKUZ VhdITH'`'TIKE r i ? )� r 1'1JTH BRACED WALL LINE 5 INTERPOLATED LENGTH 40'@ 9.0'=36.3 @ 8.1' LE lay.CE TF±E. ,: Tt'*,1C AS PER TABLE R602.10.5(CS WSP METHOD) BRACED WALL LENGTH=14.6 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=8.1 .LEitiTC�,1�.CK-STLIDSTI"'.'f��'E=�T,".E-,LE»�.__ ^° �: r ' "":rk'.�' 0 1' D ADJUSTMENT FACTOR*100D DOWN DEVICE=0.8 !^ s L:1li;wt 'rid ..:- C'a: i�..l'a' ..r" #"'CRT!tL-LC` � `;'. . a( a_ ONE RUN 0p 3'O C t � 4 �.t*; `Et" d.d,`�!:S�1� INTERPOLATED LENGTH 10'@ 5'=14.6 @ 7.3'(2 STY.) AS PER TABLE R602.10.5(CS-WSP METHOD) 4 F;p0S E S'i E' }F;�i 'ATI-":":G x ++r wn/'! 5y t�°^�r� s{ r .q+� � I �^{ry yy s OTHER ADJUSTMENT FACTORS au Tl,._C��li"ED .> O.C. i Y p. ) MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=7.3 ADJUSTMENT FACTOR=WOELD DOWN DEVICE=0.8 EXPOSURE CATEGORY B-2 STORY= 1.0 = AS PER TABLE R602.10.5(CS-WSP METHOD) OTHER ADJUSTMENT FACTORS ROOF EAVE TO RIDGE HT.-ROOF +1 FLOOR<5'=0.85 d,a, .rL%'v�w', c L. 1"Ea`r,,. •• wrr ADJUSTMENT FACTOR=HQLD DOWN DEVICE=0.8 EXPOSURE CATEGORY B-1 STORY=1.0 'f-+r TI-fl i<`t",'OOD ST;-�U T�." ' F'.`•%' L w_t^i+,Tt�a ,�} T'f"I^At��pD^�At � ; r r �t WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 x S7 :Lf.,TtJ:w.r._ °y,ID IC,1`saD";' )Y C t '$.t .L: L;'f It'^ yT �, Ma CCx`r� i I�«i j i ,,,- OTHER ADJUSTMENT FACTORS ROOF EAVE-TO RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 a „ ,,, .% ,,„�. P',.a =L NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 0.c-I a ;LL Rv,."1 4_a (ST U S r_ 13� �` I I * � ,=T�%{".0 EXPOSURE CATEGORY B-1 STORY= 1.0 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 REQUIRED BRACED PANEL LENGTH=1.0(6.75)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 ti e«•., e n Cry d I� ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 NUMBER OF BRACED WALL LINES PER DIRECTION 4= 1.45 8.7>5.0PROVIDED `'--,,,,,�,�„ !rl"3 y��,,,�;I,�C��.,,r -L�.;•-, T".•;�gE�t.�`T,wµ1�, r� (#•:,;;v...;;DJ:..C�`STUD) w WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 REQUIRED BRACED PANEL LENGTH OF JACK NUMBER OF BRACED WALL LINES PER DIRECTION 5=1.6 = 1.0(8.1)X(1.0)X(0.85)X(0.95)X(1.45)X 0.8 `�T�..lus rnER T. S`L`:: j x } a (j =7.58<8.0 PROVIDED Di.r^...•F k 1ER A +'CHt`Y' .L� ILT $ �`,f 012%7 11 F, (L) BRACED WALL LINE A REQUIRED BRACED PANEL LENGTH z I`:STA L ED PDR SEC:`1"3't :.1.f V; TP { " = 1.0(7.3)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 SEE PFG PORTAL FRAME @ GARAGES ,..'� � =7.5<7.6 PROVIDED - ;b�. AtT�>>-°:,`: BRACED WALL LINE D FOR' St l!C_s E POPC A i r: BRACED WALL LENGTH=6.6 } BRACED WALL LINE B BRACED WALL LINE C _ BRACED WALL LENGTH=6.6 j_ i � INTERPOLATED LENGTH 10'@ 5'=3.(2 STY.)3 @ 6.6' � BRACED WALL LENGTH= 10.0 Z INTERPOLATED LENGTH 10'@ 5'=3.(2 STY.)3 @ 6.6' MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.6 O MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS= 10.0 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.6 ( AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) w rOLT:, f;tti AS PER TABLE R602.10.5 CS WSP METHOD �;wi� a; x r;� : ADJUSTMENT FACTOR#i@DD DOWN DEVICE=0.8 ( ) ADJUSTMENT FACTORMOL®DOWN DEVICE=0.8 S-EC ';-D,x r !�,_,>„F. ADJUSTMENT FACTORF40LM DOWN DEVICE=0.8 OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS EXPOSURE CATEGORY B-2 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY= 1.0 SEAL EXPOSURE CATEGORY B-2 STORY=1.0 ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 FRONT ELEVATION SECTION ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR 15'=1.15 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 D '�Cy ROOF EAVE-TO-RIDGE HT.-ROOF +1 FLOOR<5'=0.85 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY 9'=0.95 �� CYN K rF,y�/X NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 °@ NUMBER OF BRACED WALL LINES PER DIRECTION>5=1.6 l�C� J `lam For SI: 1 Inch = 25.4 mm, 1 foot = 304.8 mm. REQUIRED BRACED PANEL LENGTH=1.0(10.0)X(1.0)X(1.15)X(0.95)X(1.6)X0.8 NUMBER OF BRACED WALL LINES PER DIRECTION>5=1.6 REQUIRED BRACED PANEL LENGTH= 1.0(6.6)X(1.0)X(0.85)X(0.95)X(1.6)X 0. �C y_O-A 13.9<10.0 PROVIDED REQUIRED BRACED PANEL LENGTH= 1.0(6.6)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 =6.82>6.6 PROVIDED - \ 11 C0 = =6.82>6.6 PROVIDED FIGURE R602.10.6.3 ,g465 0� 9TF OF NEB y METHOD PFG-PORTAL FRAME AT GARAGE DOOR OPENINGS IN SElSi&SIC DESIGN:! CAT G PvIE'S A, B AND C � - - - - - - - - - - - - - - - - - - - - - - - - - =-rlr 171! �aF-aR?�CMVMLrLVlES-P€tROtR€ rrorn5=1-6 _____� - - - - - - - - - - - - - - - - - - �-I Ir - - - - - - - - - - - - - - - - - - I o ' c o / \ ® CIDY F- U ~ w W 0::D I: / \ 00 0 F- M w o Q �- r- J J (] z � Z I � � J � li 0 co = o C) U) Ncn II it Q N Q N II I w r- m BWL3 JTFn z } ru O_ ~ O ti p � O r- Z ti o o U �0 Z W O N O U J ) N z Iz o o w J w 'n oo 0 0- - (n O O BWL 4 BWL 4 O Lu N - U 0 F- Up Ur w II END CONDITION 1 END CONDITIOil1 0 o O z J z co 0 131-81tU - J o _ ° LLI� u- Lu - BRACED LINE BWL 5 `" Z BWL 5_ _ _ _ _ v -� w z BRACED WALL PANEL 3'-10" 3'-10" ° W � z � w a o� BRACED WALL PLAN (2ND FLOOR) z U - Q �- oIo i END CONDI ION 1 END CONDITION 1 BRACING METHOD : CS-WSP ( SEE DET.SHEET) 1/4"= 1'-0" w ,- DWG NO � I I -j 0° 14'-8" m 713-1 a L V'� �' .... P CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL NOTES [REFER TO TABLE R301.2(1)OF Td6H0 INTERNATIONAL RESIDENTIAL CODE BLOCKING @ ENDWALL WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD AIR MEAN GROUND DESIGN WINTERANNUA GENERAL: SNOW LOAD SPEEd TOPOG BORNEBORNE CATEGORY FROST LINE DESIGN UNDERLAYME T HAZARD FREEZIN TEMP RIDGE-PLATFORM FRAMING ONLY EFFFQTSk 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING MPH RAPHIC DEBRIS WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX DEPARTMENT. 20 PSF 130�ult NO FROM THE B SEVERE 3 FEET MODERAT YES CONTACT 599 2. ALL WORK SHALL CONFORM WITH THE 2020 IR.C.N.Y.S. COAST BOF TO HEAVY BLDG DEPT AS WELL AS ALL OTHER CODES REFERENCED THEREIN, AND LOCAL BUILDING CODES. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2020 MCNYS 309.1)SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING ATTI4_ DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2020 PCNYS APPDX D)ALSO AS PER 2020 RCNYS CHAPTER 16 SECTION 1609 AND ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY ASCE7-WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B.USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND BLOCKING 2 BAYS CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY TABLE R301.7 BACK @ 4'-0"O.C. ARISING THEREFROM. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS J 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS MINIMUM UNIFORM DISTRIBUTED DESIGN LO DS J ALLOWABLE a FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YOR STATE) STRUCTURAL MEMBER DEFLECTION 3 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. RAFTERS HAVING SLOPES GREATER THf+-,A L/180 SECOND FLOOR z USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO w 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, EXTERIOR BALCONIES 60 psf 10 psf RAFTERS L INTERIOR WALLS AND PARITIONS H/180 �X AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. DECKS 40 psf 10 psf BLOCKING 2 BAYS U3 FLOORS AND PLASTERED CEILINGS L/3608j� BACK @ 4'-0"O.C. I -L/3 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN I I CERTIFICATES, CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 I I EXTERIOR WALLS WITH PLASTER OR 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS 4- ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH H/360 xg8„ 0X INTERIOR ZONE I NO NOTCH I FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf X�C D/6 MAX. PERMITTED D EXTERIOR WALLS--WIND LOADS WITH / PERIMETER ZONE FIRST FLOOR CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES U240 I I WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS WITH GABLE WALL I I CD/6 MAX. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND FLEXIBLE FINISHES U120 ��' EDGE E BLOCKING 2 BAYS GUARDRAILS AND HANDRAILS 200 psf 10 psf ) 2 5 $ % /( 5 2 2 ) 6 ( T� ) 3 7 & + ( 6 BACK @ 4'-0"O.C. IS RESPONSIBLE FOR DESIGN INTENT ONLY. 12 psf FOR ROOF LOADING(LIVE=GROUND SNOW LOAD ATTIC NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. 2.SEE FASTENING SCHEDULE A FOR NAILING FLOOR JOIST-CENTER CUT 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf 15 psf FOR IN EA.ZONE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. RESIDENTIAL CODE OF NEW YORK STATE) rATH a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 D/4 MAX. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS OF THE DETERMINING DEFLECTION LIMITS HEREIN. THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS D TO BE FOLLOWED. 12. IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED D/3 MAX. CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION NAILING AND STRAPPING ALL STRAPPING TO BE 1j" ** THAT MAY NOT HAVE BEEN EXHAUSTIVELY DEETAILED. 4 X 16 GAUGE STL 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. "SIMPSON" EQUIVALENT - CS16Z (COILED STRAP) U) 14. WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SEC. R701 AND INSULATION 12" MIN. BEARING p SHALL BE IN ACCCORDANCE WITH SECTION R316. MAX.D FROM U) 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND SUPPORT FLOOR JOIST-END CUTS > EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 ui 16. THIS PROJECT COMPLIES W/THE 2015 INTERNATIONAL RESIDENTIAL CODE AND MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AT RAFTER To RIDGE_CONNFCTIOt@ EACH PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, 12 - D SEAL ELECTRICAL SYSTEM CCMPLIES CHAPTER 33 THROUGH CHAPTER 42I t FOR STRAP- 2 $d COMMON NAILS @ EA.END OF STRAP ED CARPENTRY: ALTERNATE SIMPSON STRONGTIE FOR NOTED COLLAR/CLG TIE- $ 10d COMMON NAILS @ EA. p/3 MAX. SCAR COLLAR TIE H7Z �jO\ JAL T )X 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED ( U.O.N.) AT RAFTER TO TOP PLATE TO STUD ONN .TIOt@ 16"O.C. �C y O� 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) I FOR STRAP- $ $ d COMMON NAILS @ EA. END OF STRAP t C� ALFt��IATE FORTOIENAILING-.5 $ d COMMON NAILS RAFTER CEILING JOISTS 3. SILLS TO BE FLASHED (TERMITE SHIELD)W/SILL SEAL. SILL TO BE A.C.Q.WOOD ``PPtE FOR C.J.TO R.R.- 11 16d COMMON NAILS(FOR 5 PITCH) 2-2"x 6" U.O.N. q 15d COMMON NAILS(FOR 8 PITCH) 4. ALL JOISTS HANGERS TC BE "TECO"OR EQUAL, FULL SIZE. FOR C OF EA.PLATE TO PLATFORM ABOVE- 1 1Bd COMMON NAILS @ 16"O.C. F OF NE`N D/3 MAX. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) I AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTI(@J 16"O.C. 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS. (U.O.N.) (SZNLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING, FOR STRAP- 3 $d COMMON NAILS @ EA.END OF STRAP 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ FOR C OF EA.PLATE TO PLATFORM ABOVE&@LC OF EA.PLATE TO 2 IN.MIN.FROM TO AND BOTTOM F JOIST MODELS NUMBERS ON PLANS. ALTERNATE PLATFORM BELOW- 1 16d COMMON NAILS @ 16"O.C. 9. PROVIDE ATLEAST(1)W1I4DOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY CONFIGURATION PIPE OR CONDUIT D(ACTUAL DEPTH) ,4xr -", ESCAPE. IN CONFORMANCE WITH 2O15 I.R.0 CODE SEC. R310 MIN OPENING OF 5.7 SO. FT ( SQ. FEET @ GRADE LEVEL WHEN GRADE TO WIDTH OF 20"(OPERATION W/O NEED SILL IS LESS THAN 44"OR LESS)W/ MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTHAT STUD TO FLOOR ASSEMBLY TO SII I PLATE(S)CONNECTICy 16"O.C. CUTTING DRILLING AND NOTCHING DETAIL H i � FOR TOOLS) BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. FOR STRAP- -Ed COMMON NAILS @ EA. END OF STRAP OF JOISTS 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. FOR C OF EA.PLATE TO PLATFORM BELOW- ALL GLAZING SHALL COMPLY WITH SECTION R308. 1 16d COMMON NAILS @ 16"O.C. ' ~ f...:. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 .a 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THESIMPSON"LTP4 INSULATION IN ALL FRAMED WALLS, FLOORS,ROOF AND CEILINGS COMPRISING (SISI EQUAL) ELEMENTS OF THE BUILDING THERMAL ENVELOP[ACCORDANCE WITH SECTION N1102. •` 13. ASPHALT SHINGLES ARE TO BE INSTALLED 114 ACCORDANCE WITH SECTION R905.2. ELECTRICAL: 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2020 ti • AT sruD To FLOOR ASSEMBLY To I PAT ($)CONNECTION 00 [ SLAB ON BRAD APP ICATION:@ 32"O.C. LU RCNYS SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. w 00 0 2. CONTRACTOR WILL FURNISH A FIRE UNDERV\rRITERS CERTIFICATE UPON COMPLETION FOR STRAP- $ $d COMMON NAILS @ EA. END OF STRAP ~ = W OF WORK. 1. FOR CLOF EA.PLATE TO PLATFORM BELOW- J 16d COMMON NAILS 00 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 `�- CO AND LOCAL BUILDING DEPARTMENT. .-. 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION R314. *TYPICAL SECTION* DETAILS j ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL 6E IN ACCORDANCE WITH SECTION M1502. 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. rn M FOUNDATIONS, CONCRETE AND MASONARY: TABLE R301.2.1.2 Z o 1. ALL FOOTINGS TO BEAR UPON FIRM, VIRGIN, UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE J 2. SOIL ASSUMED TO HAVE.A MINIMUM BEARING CAPACITY OF (1)TON/SQ. FOOT. FOR WOOD STRUCTURAL PANELS a,b,c,d ,NOTE p Z 0 ALL STAIRS, HANDRAILS& � Z Z 3. FOOTINGS TO REST A MIN T-O" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO NAILING & STRAPPING @ EXTERIOR WINDOW/DOOR HEADER Q O (1' RISE MAX) RAILINGS SHALL COMPLY >_ - J LU W/RCNYS SEC. R-311 Q Q 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON U � O= PLANS. (U.O.N.) FASTENER SPACING (INCH CD U) ��) 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FASTENER 4 FEET< 6 FEET< TOP PLATE o Q N Q cal W m FRAMING OR PROPER BRACING IS IN PLACE. TYPE PANEL SPAN PANEL SPAN PANEL SPAN 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. <4FEET <6FEET <8FEET FASTENING SCHEDULE B 7. ALL OPENINGS FOR GS FLUES, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. No. 8 WOOD SCREW BASED BORED HOLE MAX. ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE ANCHOR WITH 2-INCH ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW O ENING DIA.40 PERCENT SIDES AND ENDS. U.O.N. @ EMBEDMENT LENGTH 16 1 0 H A [IN ACCORDANCE WITH WFCM w OF STUD DEPT v 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF No. 10 WOOD SCREW BAS D ~ 3,000 P.S.I. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. NOTATION ANCHOR WITH 2-INCH ¢ Oz D ROUGH A g C D E F z_ HARDWOOD OR STEEL HANDRAIL 5/8"MIN.TO EDGE LL.I m 3,500 P.S.I. GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. EMBEDMENT LENGTH 12 9 OPNS 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH �0 W/1 1/2"MIN. FINGER CLR.AND NOT U 0 O N MINIMUM 6MIL. POLY.V.B. (@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. %4-INCH LAG SCEW BASE B E 2'-0" 2 1-2"x4" 1 1 1 1 m O TO PROJECT MORE THAN 4.5" o Z I O 5/8"MIN.TO EDGE 11J --I ANCHOR WITH 2-INCH 16 16 16 C FROM THE WALL. LU 10. ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. EMBEDMENT LENGTH a'-o" a 1-2"x 4" 2 2 2 2 NOTCH MUST NOT _ w U EXCEED 25°/ OF 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND = (n CD EVERY 18"O.C. HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE 6'-0" 6 2 OFo '4- 3 3 3 3 STUD DEPTH LU Q -, W/WEEP HOLES @ 4'-0"O.C. MAX TO DIRECTANY CONDENSATION TO THE EXTERIOR. F - 2-2"X 4" BORED HOLES SHALL NOT BE IF BETWEEN 40%AND 6(0°/HOLE IS BET J �[ 8'-0" 8 -oR-- 3 3 3 3 ° 12. APPLY (1) COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. 1-2"X 6" LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE Q FROM FOOTING TO 2"ABOVE FINISHED GRADE, UNLESS WET SITE CONDITIONS EXCEED b.Fasteners shall be installed at opposite ends of the wood structural panel. 9• SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO Z - Z U p 10'-0" 10 2-2"X 6" 4 4 4 4 WOOD STRINGER, STUD SECCESSIVE STUDS ARE DOUBLED .J � (D u CODE LIMITS. c.Nails shall be 10d common or 12d box nails. M TREADS, &RISERS AND SO BORED _I - d.Where screws are attached to masonry or masonry/stucco,they shall be W Q C) 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. attached utilizing vibration-resistant anchors having a minimum ultimate 12'-0" 12 2-2"x 6" 5 a 5 4 LL W withdrawal capacity of 490 pounds. ° ° s PLUMBING, MECHANICAL, FUEL GAS, A/C: W 0 N ° 1 114"NOSING NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. U 0 -� w N 1. PLUMBING TO COMPLY WITH 2O20 I.P.C, 2020 I.M.0 AND 2020 I.F.G.C. RUAPTQ 3 BUILDING PLANNING SECTION R301 DESIGN a JACKS&KINGS W z (D _ = w o AND THE BUILDING DEPARTMENT. WRAPPED UNDER O w Z c� 1- � STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM ° SILL PLATE *'MINIMUM WIDTH OF STAIRS TO BE 3'-0" DRILLING AND NOTCHING DETAIL W _j - �) Q M 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S. REQUIREMENTS. SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY Z v C/) Q C:)OF STUDS 3. PLUMBING, MECHANICAL, 17UEL GAS SYSTEMS; SHALL COMPLY WITH THE RESIDENTIAL I LL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), T MENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE STAIR DETAIL DWG NO AND FUEL GAS CODE (CHAPTER 24) OF 2020 RCNYS �SIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS VISIONS OF THE 2020 I.R.C. N.T.S. 1 SV CAST IRON BELL (HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. a 3 5. THE EX. HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF 13 PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. qS0 0 S cas 0Ps SCALE I'=10,o. A kri E il,, D Rri I E NT 71 M L J SHIPYARD LANE AN J S 35 41' 30" E150.00- - - - - - - - - - - - - - - - - - - - - - - - -- - - - -: 629.16' -DRAWINGS VX 1 TITLE SHEET i I L U I LO 1!k D N LU CD 2 FOUNDATION PLAN > NEW PAVED �*cr �^� .� DRIVEWAY NZ7 3 FIRST FLOOR P LAN 0 14.6' 30.0' q FRONT PORCH 00 46.2' 4 2N D FLOOR PLAN cl� 2.0' 2.0'b 13.6 Eq C15 (0 'N Iq 6.3' cO 11.3' m 23.8' V11 5 ELEVATIONS r. 2 STY. L L FRAME U) L6 Z L6 DWELLING < 6 E L E VAT I O N S C4 #2060 73.8' Z) PORCH �0 1 STY. CE NOTE: 7 SECTIONS & RISER REAR 32.3' 23.1' I ZU) < 0 THIS PROJECT COMPLIES WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STA' C) co rT s W � C:) 8 DETAILS 9 TABLES & DETAILS ZONING CALCULATIONSi i SEAL D N Kti LOT AREA: 44,004.00 S.F 1 0 TABLES & DETAILS FIRST FLOOR : 2,380.00 S.F(A) � SECOND FLOOR: 1,742.00 S.F (B) O co FRONT PORCH : 332.00 S.F(C) 0-) 1 02 40 0 (N 11 BRACING PLAN REAR PORCH : 307.00 S.F (D) I I CD OF N LOT COVERAGE (A+C+D): 3,019.00 S.F. (7.5%) I I co 0') F.A.R. (A+B+C+D): 2,350.00 S.F. (11.9%) W C14 12 BRACING PLAN CD PROPOSED HEIGHT: 28'-10" CD PROPOSED NO. OF STYS. : 2 SECTION: 36 BLOCK: 7 LOT: 9.004 CD LO 13 TABLES & DETAILSO Z I I CD 0 CO REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SECTION 1265.4 SIGN OR SYMBOL ENERGY COMPLIANCE (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL TOTAL UA (TRADE OFF) METHOD STRUCTURE THAT UTILIZES;TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. Generated by REScheck-Web Software (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE 2020 IECC RESIDENTIAL ENERGY EFFICIENCY CODE EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: Compliance Certificate 1 I 00 (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. w �� SEC.C501.1: SCOPE-ALTERATION COMPLIES WITH PROVISIONS OFSECTION C501. I I Ci T1IE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND SEC.C501.4: COMPLIANCE-COMPLIES Project NEW SINGLE FAMILY RESIDENCE I I U (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE SEC.C501.5: REPLACEMENT MATERIALS-MATERIALS PERMITTED FOR NEW CONSTRUCTION TO CO AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN BE USED. Energy Code: 2018 IIECC A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER SEC.C502: ADDITIONS-NOT APPLICABLE. Location: Suffolk County, New York EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE SEC.C503: ALTERATIONS Construction Type: Single-family I I (Y) Project Type: New Construction CO EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A SEC.C503.1: GENERAL-NEW CONSTRUCTION COMPLIES. Conditioned Floor Area: 1,940 ft2 LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER SEC.C503.2:CHANGE IN SPACE CONDITIONING-NOT APPLICABLE Glazing Area 12% EMERGENCY AT THE RESIDENTIAL STRUCTURE. SEC.C503.3: BUILDING ENVELOPE-COMPLIES WITH SECTIONS C402.1 THROUGH C402.5 Climate Zone: SEC.C503.3.1: ROOF REPLACEMENTS-COMPLIES. C 4 (5999 HIDID) (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF SEC.C503.3.2: VERTICAL FENESTRATION-NOT APPLICABLE. Permit Date: OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE SEC.C503.3.3: SKY LIGHT AREA-NOT APPLICABLE. Permit Number: I I a) OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL ; SEC.C503.4: HEATING AND COOLING SYSTEMS-NOT APPLICABLE. co SEC.C503.4.1: ECONOMIZERS-NOT APPLICABLE. Construction Site: Owner/Agent: Designer/Contractor: 0') co HAVE BEEN AFFIXED. SEC.C503.5: SERVICE HOT WATER SYSTEMS-NOT APPLICABLE. 2060 Shipyard L ne Emmanuel T.Addy R.A. W - ti CD Z (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART East Marion,NY 11939 TDG Architects SEC.C503.6: LIGHTING SYSTEMS-NOT APPLICABLE. 1257 Udall Road < � AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY i Bay Shore,NY 11706 J Z CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE MANDATORY REQUIREMENTS 6318887318 SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, tehnaddy@aol.com I I or Z< 0 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE SEC. R401.3: CERTIFICATE-SEE CERTIFICATE ATTACHED TO BE POSTED AS PER CODE. _J ILLI OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SEC. R402.4: AIR LEAKAGE-SEE DETAIL SHEETY. a. a- Of -J< < OFF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC- 7, 0 MAXIMUM FENESTRATION U-FACTOR,0.35(VERT. FENESTRATION) Compliance: 1.7%BetterThan Code Maximum UA. 348 Your UA: 342 Maximum SHGC: 0.40 Your SHGC: 0.37 MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS MAXIMUM FENESTRATION U-FACTOR,0.55(SKYLIGHTS) The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. CD C/) I TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. SGHC U-FACTOR,0.25 t DOES NOT provide an estim)te of energy use or cost relative to a m1nimunn-code horre N C:) < CN < (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER SEC. R403.1: HVAC CONTROLS-N/A(EXISTING) Slab-on-grade tradeoffs are no lonCer considered in th?UA or perforniance con,pliance p:.ith in REScheck.Each slab-on grade N W CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. (1)THE SIGN OR SYMBOL SHALL CONSIST SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT-N/A(NO NEW HEAT PUMPS). assenih;y in the specified cl'rnate,zore must meet the ruinirrum en,rrcy codf,ins,flation R values and depth requirements. SEC. R403.3.2: DUCT SEALING-N/A(MINOR DUCTWORK) N 35 30" W 150.00' OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND SEC. R403.3.3: DUCT TESTING-N/A(MINOR DUCTWORK) OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS-NO BUILDING FRAMING CAVITIES Enve-lone Assemblies IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. TO - `7 7 77 (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, BE USED AS DUCTS OR PLENUMS. 7777' 77 SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION-R:3 MINIMUM INSULATION AROUND J V THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER PIPING. 11 VLL 16 1.11__.�m1; ___1_. 1. .-- OR DECAL. Ceiling:Flat Ceiling or Scissor Truss 1,764 38.0 0.0 0.030 0.026 53 46 SEC. R403.5.1: HEATED WATER CIRCULATION&TEMPERATURE MAINTENANCE SYSTEMS- bl (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE AUTOMATIC CONTROLS Ceiling 1:Cathedral Ceiling 684 30.0 0.0 0.034 0.026 23 is CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: TEMPERATURE SENSORS AND PUMPS TO BE ACCESSIBLE. MANUAL CONTROLS TO BE 858 13.0 5.0 0.057 0.060 40 42 w co Wall:Wood Frame,16"o.c. 6 1 Z� 0 (i) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE READILY ACCESSIBLE. Door:Solid Door(under 50%glazing) 40 0.280 0.320 11 13 PLOT PLAN 0 __J DESIGNATION SHALL BE"V"AND SEC. R403.13: MECHANICAL VENTILATION-NO NEW MECHANICAL VENTILATION. Window:Wood Frame 116 0.300 0.320 35 37 7 _J (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE SEC. R403.7: EQUIPMENT SIZING&EFFICIENCY RATING-NEW EQUIPMENT SHALL HAVE AN SHGC:0,40 SCALE: 1 20'-0" W DESIGNATION SHALL BE"1",11", "111","IV", OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE EFFICIENCY RATING Wall 1:Wood Frame,16"o.c. 724 13.0 5.0 0.057 0.060 37 39 0 Cl.. STRUCTURE UNDER SECTION 602 OF THE BCNYS. EQUAL OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THIS D Door 1:Solid Door(under 50%glazing) 20 0.280 0.320 6 6 W (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) LOCATION. Window 1:Wood Frame LIJ 0 CONTAINING TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SEC. R403.8: SYSTEMS SERVING MULTIPLE SWELLING UNITS-NO MULTIPLE SWELLING UNITS. SHGC:0.40 54 0.300 0.320 16 17 NOTE 0 STRUCTURAL COMPONENTS AS FOLLOWS: SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS-NO SNOW MELT AND ICE SYSTEMS Wall 2:Wood Frame,16"o.c. 724 13.0 5.0 0.057 0.060 41 43 (_9 LU PROVIDED. SURVEY DATA HAS BEEN TAKEN FROM A SURVEY 0 -1 (j)"I'"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; SEC. R403.10: POOLS&INGROUND PERMANENT SPA ENERGY CONSUMPTION-TO COMPLY WITH Window 2:Wood Frame Z < (ii)"R"SHALL MEAN ROOF FRAMING;AND SHGC:0.40 10 0.300 0.320 3 3 7 _J SEC. R403.10.1 THROUGH PREPARED BY: CITY BOROUGH LAND SURVEYING PLLC _J (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. SEC. R403.10.3 . Wall 3:Wood Frame,16"o.c. 664 13.0 5.0 0.057 0.060 28 30 _J (5)THE CONSTRUCTION TYPE DESIGNATION SHA-L BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN SEC. R403.1 1: PORTABLE SPAS-NO PORTABLE SPAS Door 2:Glass Door(over 50%glazing) 120 0.280 0.320 34 38 59-43 57TH ROAD, MASPETH, N.Y. 11378 W < Et7) OR SYMBOL,OVER THE LOCATION DESIGNATION WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SEC. R404.1: LIGHTING EQUIPMENT-MINIMUM 75%OF LIGHTING TO BE HIGH EFFICACY LAMPS. SHGC:0.32 LL. WSIGN OR SYMBOL. SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS- Project Title:NEW SINGLE FAMILY RESIDENCE Report date: 09/09/22 W 1-- 0 NO FUEL GAS LIGHTING 0 CN EQUIPMENT. Data filename: Page I of10 0 Wz LU t: = M ) �: Z LLJ� (Z) 0 W LU Z C) Lli 1-- -_ W _J < 0')2- Z d FLOOR ROOF < rJ DWG NO V BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN SYMBOL DURING FINAL INSPECTION. R_ 3 14-16d COMMON NAILS (BEAM) INOTED ON PLANS 14-16d COMMON NAIL SIMPSON STRONG-TIE (POST POSTING AS NOTED 73'-10" ON PLAN 14'-6" 23'-2" 32'-4" 3'-1 0" Simpson Strong-Tie AB 0 NOTE! �X_X 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND POSTS ABOVE. 5'-10" 11'-6" 5'-10" 31'-8" H" V DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND :• °�:'•' STAIRWELL OPENING. 2"MINIMUM 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS 8001b 8001b T T T 7 SIDECOVER L.V.L., GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO HD 2817 2117 HD F- — — — — — — — -i I FOUNDATION, FTG'S,AND OTHER STRUCTURAL Y-Y GIRDERS OR HEADERS AS NECESSARY. _ POST CONNECTION DETAIL 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES,OR COVERED 11'-10" � o — — — — — — — � T PROVIDE 8 I PORCH'S. (ETC) o FROVIDE 50 GAL. PROVIDE 10" PROVIDE 16"X8" r DRYWELL „I P.C. FND. WALL I P.C. FND. WALL P.C. FTG. SLAB ON GRADE LO PROVIDE CELLAR 10 21 6 10 ENTRY STEPS NEW REINF.4" P.C. SLABco- - PROVIDE 20"X10" I ON GRADE W/66-1010 WMM - z P.C. FTG. T o I a' a' J (` 00 OVER 4 GRAVEL T co I (2500 PSI) °O I I Y-Y FO 6'-0" 6'-0" soo lb 0? RISERS /�" AX. 8001b WINDOW NOTES & SPECIFICATIONS m c0 T EA S @ 9 IN. UP 8R HD HID 2668 8001b (2)2"X10" F_ 7 (2)2"X10" F- WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) z I HID - — - — —I- - — - — - **THIS WINDOW MUST BE TEMPERED SAFETY GLASS O_ d — G.P. — J G•P 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY CD 0 8001b I i 3'-2" 14'-9" I ESCAPE. IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ. FEET co ti STEP FND. T HD -'co I - 5.0 SQ. FEET GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS W/ T- cn 6' PROVIDE GALV. MTL. o ( @ ) L'- I CV � U co I I F- TERMITE SHIELD W/ - MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/0 NEED — PROVIDE A 12" DROP @ ND. I I J BL. FL. JST @ O.H.G.D. OPENING m I _ U FOAM SEAL SILL FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. SEAL SHOWN HATCHED (TYP.) I I �-r -1 i t LL O I I 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES ��RED gRcy� J rl- U I I N UP 12R X ED CID3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC _ L J UNFINISHED BASEMENT vi �z vi ,� _. . ,..,,. r _ P OVIDE 5/8 ANCHOR BOLTS I I r iv F� I V) Z_ ' U) 12" FROM FND. ENDS &36" - N cn NEW REINF.4" P.C. SLAB co > Q- 00 MAX. O.C. o294e`' O 10"I 11'-6" 11'-6" 10" J ON GRADE W/66-1010 WMM � U I cm �TF y LL i OVER 6 MIL. VAP. BARRIER I co , OF NEB OVER 4" GRAVEL m 0,Q m _ °) (3500 PSI) o o - F_ 7 _ I I C? I NOTE: - �, 8001b I I o0 7'-11' 7'-0" 6'-8" 6'-8" 5'-5" 7'-4" N ]'-4" 10"I NOTE PROVIDE SMOKE DETECTORS N CARBON MONOXIDE DETECT S HD ch I I fn ALL LUMBER THAT COMES IN CONTACT WITH N N _ L — J cv I N AS 2020 RCNYS ALL � I i I CONCRETE SHALL BE TREATED LUMBER. (2)2"X10 " HDR (2)2"X10 " f�iDR (2 2"X10 " HDR (2)2"X10 " HDR I — - (2)2"X10" H R (2)2"X10 " HDR DETECTORS TO BE HARDWIR - - — —} - - - --�- - - �— ---�- - — - — - �♦ + + �{ - - — - —} -O—�- — - — - — - _ &INTERCONNECTED SLAB ON GRADE L — .J L — -1L — J L — _j (2)2"x10" "L°R J L — J G.P. NEW REINF.4" P.C. SLAB f-- ti ON GRADE W/66-1010 WMM ( I Cf) 24"X24"X12" DEEP 4" DIA. r j V OVER 6 MIL. VAP. BARRIER CI' J U P.C. FTG. STL. POST d LL O o I o OVER 4" GRAVEL I I 6' O TYP. FOR 9 (TYP. FOR 9) L O00 (3500 PSI) ( ) PROVIDE 5/8"TYPE "X" b CO o GYP. BD. ON CEILING X N x h�l X ABOVE ELEC. N BATH S D S o. 75 CFM I N C.M. ® TILE PROVIDE 24"X30" DET. - 10"I CRAWL SPACE ACCESS 48'-4" I loll rn STEP FND. — — lay. 8001b 810D 3p601b 314"hr. F P p W.C. I TABLE R401.4.1 -C-o'r — f HID S PRESUMPTIVE LOAD-BEARING 00 8 VALUES OF FOUNDATION MATERIALS W 8001b I M Y I— HD I— — - 8001b ti (D r 80HIDb a, W °' 2I-0i „ ,-0„ rn 7HD FnoIb o HD LOAD-BEARING 0 v PROVIDE 8"X16" `�' U N 10 11'-5" 10" ' CRAWL SPACE O `" CLASS OF MATERIAL PRESSURE o�0 CRAWL PACE J - D. H I I (pounds per square foot) r` VENT W/ INSECT o C M. N 1 1 SCREEN 2" P.C. SCREED COAT X J DET. I CRYSTALLINE BEDROCK 12,000co Ey4y 1 O" = 12'-0" N All0 1 o" TEP FND. I Y}Y SEDIMENTARY AND FOLIATED ROCK 4,000 STEP FND. T U 0 ECH. o DIRECT SAND GRAVEL AND/OR GRAVEL(GW AND GP) 3,000 LL Id 8001b SLAB ON GRADE _ o T GA VENT cv SAND, SILTY SAND, CLAYEY SAND, SILTY °) 8001b I HD I OIL; - T GRAVELCLAYEY GRAVEL(SW,SP,SM,SC,GM 2,000 M NEW REINF. 4" P.C. SLAB I o — co HD rn N r AND GC) W CD ON GRADE W/66-1010 WMM z r OVER 4" GRAVEL °' CLAY, SANDY, SILTY CLAY, CLAYEY SILT, Q >- SILT AND SANDY SILTCLAY (2500 PSI) I 1,500 J Z }: $ I 10" 13' 10" (CL,ML,MH,AND CH) � O Z PROVIDE 16"X8" PROVIDE 8" o iY JQ IY a.Where soils are required by section R401.4,the allowable bearing capacities Q P.C. FTG. P.C. FND.WALL = o O NOTE: 8001b of the soil shall be part of the recommendations. _ *HD - HOLDOWN I HD _fflI b.Where the building official determines that in-place soils with an allowable O 1-- to — 0 8001b _ bearing capacity ri less than 1,500shall psf are likely to be present v the site, o Q N Q — r- HD o the allowable bearing capacity shall be determined by a soils investigation. N W m N I I- - - - - - - - - � LL - - - - - - - - 1J TABLE R402.2 1 x-x MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE w m MINIMUM SPECIFIED COMPRESSIVE STRENGTIq(ec) Z _j TYPE 29'-0" 14'-8" 6'-4" U U ) (V TYPE OR LOCATION OF CONCRETE CONSTRUCTION b L1 Weathering Potential Q d, Negligible Moderate Severe U) O Oi LU FOUNDATION PLAN BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500 C 0� � W BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 o 1/4"= 1'-0" BASEMENT SLABS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL d d _j 0 `n CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000 3,000 _j — —{ LLl < LLJ PORCHES, CAR PORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE 0 w FLOOR SLABS 2,500 3,000 d,e,f 3,500 d,e,f U J w Z Di Z a.Strength at 28 dayys si. O W W Z U W FW- O b.See able R301.2(1 .for weathering potential, _ Q LU Q c.Concrete in this loca ion that is subject to freezing and thawing during construction shall be air-entrained concrete in n Z U p O accordance with footnote d. d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or more th n 7 percent. e.See ection R402.2 for maximum cementitious materials content. DWG NO f.For garage floors with a steel-troweled finish,reduction of the total air content(percent by vloume of concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,00 psi. 2 /"113 73'-10" 4"X4"TREATED WD. POST W/DECORATIVE i COLUMN (TYP. FOR 4) 14'-6" 23'-0" X-X 32'-6" 4, T-10" 1'-0" 6'-4" 1'-0" k k 12'-1" VENT DRYER 8" 12'-0" 7'-2" 12'-1" 7" DIRECTLY TO EXT_ERIOR___ —U - 4" 14'-2" 4" 8'-0" 4" 5'-0" 4" 8'-8" 4" T 28 X48 28 X48 28 X48 28 X48 28 X48 r v p (2) "X8.. W (2)2,X8 (2)2„X8„ - - -(2�2 X12— - — - - — - - - �2)2"X12"- — - — - -- r � w JP ' 2'-8" 11'-10" 4" BATH `o STUDY � � ° � W Jam/ _o o I LAUNDRY/ lav N J o x COVERED z °o ��' _ N � R H ovUD ROOM � .,� CD U zo TREX/ 1"X6" Q ►J- �- ^ STANDING SE,� i > (2)2"X8" co WD. PLANK co � / MTL. ROOF Y-Y / \ a x 2668 "' / NOTE! z o FF D. 1 a r 668 N 6' 6_O $_7 7'_$" ' Q'-7" 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND - � 16 X 32 16 X 60 FL POSTS ABOVE. d r, N 8R \ °c N O N = ' 6068 6„ N _ L' �� 6 �* 2"X8" LEDGER BD.ABOVE TYP.) 32 X 52 **tem Bred I /1� O DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND J (2)2"X (2) 'X (2)2 X10' HDR p 9 "X 6 X 60 16 X 60 2 2"X1 STAIR WELL OPENING. - 2)2"X101 6068 6068 ( ) ' (2)2"X8' _ _ _ _� 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS c� _ o CL „ „ o P L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO � - - - - - - - -7 _ ♦ _ 2"X10" ON FLAT Q M UP 4R — 4 6-8 4 4-6 1 -0 / Q N ci 1 R W FOUNDATION, FTG'S,AND OTHER STRUCTURAL Z � \ / PANTRY o \ ♦ d 4" 15'-O" 4" GIRDERS OR HEADERS AS NECESSARY. OO CD \ / 36" high `n �, ` / I �' 0 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS w cr 00 \ / P PLATE, BEHIND ANY CD -o handrail (typ.) 4" 15'-8" / _ N `r ~ SECONDARY FROM SILL LROOF ATE OSYSO EMS GP OF OARAGES,OR COVERED 3'-5" (2)2"X8' T x \ / s _ ♦ �' 00 N M I PORCH'S. (ETC) \/ IIz-U REF 2468 v I - SEAL o /\ o f N � o - I / I L W MASTER x I ��RED gRcy o 2°x1o° FL. JST \ cn BEDROOM � x � x -' G \ BROOM _ N / \ I c♦i co @ 16" O.C. I o GAS Cj - I vv C� f ^I OPT /ABOVE �, FI EP�AC U_ O / \ 4" DIA. STL. D� N I �/ \`\ I b c° N x I I 11 -11 KITCHEN � - x @� — — — — — — — II N `" co WINDOW NOTES & SPECIFICATIONS y o 9465 O�� — J > / ♦ _On I 4n ( ELEC. I n1 y _ N I _ (2)1 3/4_'X 11 7/8" LVL HDR - (2)1 3/4_'X 117/8" LVL HDR - O O - -' I ♦ - S.D. � '.�: *WINDOWS MEET EGRESS REQUIRMENTS SEE CARPENTRY NOTES. OF N1E co N SINK o o °��° iI ' NNNNbok 1'-0" ( ) N v O O � ♦ �; i use 3-10 10-2 **THIS WINDOW MUST BE TEMPERED SAFETY GLASS N INSULATE WALL STC.OOD o T x II '/ ♦ DN 12 R 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY CD \ / I SHOWN HATCHED TYP. _ I ' \ ESCAPE. IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SQ.FEET \ / (R:15 BATT INSUL.) ISLAND / o ' 2 CAR GARAGE co I o \ / COUNTER r = 4" 5'-4" 4" 9'-4" 4" (5.0 SQ. FEET @GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ \ / SLAB ON GRADE v I�CO (2)1 3/4"X 9 /2" LVL W/5/8" STL. HDR(FL Si - MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/0 NEED L= — — _JI I— ELEC. x \ / I *NOTE: �� — - — - — - — - cn S.D. _ I- FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. PROVIDE 5/8"TYPE "X" co I o C.M. N ) F 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES GYP. BD. ON CLG. ABOVE 1 -8 I 4 6 10-5 _ L•, DET. 2668 J U � 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC o /\ ° I q AND @ ADJOINING WALL UF) I J U / \ T TO LIVABLE SPACE U U o - w 0 / \ I 10 3'-4" 3'-8" ' ° , X W.I.C. o D I o ° N `r 068 x N X o . i C A �o�� FOYER X 6 N N N T N ' x W.I.C. - N 2068 41 CD co co 00 24 X 80 6.. 24 X 80 - 4" (2)2" N 9'-0" 4 3.4 DINING NOTE: (2)2"X1 " NOTE PROVIDE SMOKE DETECTORS W _ CARBON MONOXIDE DETECT ''S �r break sho. I N 2 16 32 �, ALL LUMBER THAT COMES IN CONTACT WITH AS 2020 RCNYS ALL 2"X10" FL. JST�. _ g � = CONCRETE SHALL BE TREATED LUMBER. front - X X 32 52 —f DETECTORS TO BE HARDWIRE 00 @ 16" O.C. 2.0 4" 11'-5" F- 4" 1'- " 4'� 9i N o ch p� N 206 N x�l- _2 &INTERCONNECTED U 01) C, '� 1 C, 1 00 =LIJ LIJ (3) 3/4"X 9 1/2" LVL W/(2)3/4" STL. P T. HD �L gl Y}Y (2)2"X12" 0 2"X8" LE GER ABOVE TYP? _ co ( -A — - ( � lav MASTER J U co TILE _ - 00 2"X8" LEDGER BD.ABOVE (TYP.) r 16X32 16X32 16X32 ��J I � o N ao 00 T I 32X52 32X5 32X52 I NF/ o �� rn xco N7 rn ° I % ' l I 411 " N w o _ o v FRONT PORCH i, o ��- O tub _ z 00 ti I bo U O TREX/ 1"X6" 2"X8" R.R� ,� 2"X8" R.R� �\ ' Q X _ co WD. PLANK �-v - i �� ' iv X i @ 16" O.C. X @ 16" O.C. I shelves 1 T shelves M Q z � z O CV N I * tempered gl. 16 X 32 a- � J � — - 72)2�"X1-"- — - — ® - 16 X 32 16 32 32 X 52 = < o O - - - - - - - - - � - - - 30 4 32X52 32 52 � _ co N L N 1� 0 — UP 3 1 7'-4" 3 0 N w CO 7" 6'-11" 6'-11" 12'-6" 1'-6" 7" FIRST FLOOR PLAN 4"X4"TREATED WD. 9-10 — 14'-0" 4" POST W/DECORATIVE 1L1/4"= 1'-0" COLUMN (TYP. FOR 3) X_X POST W/DECORATIVE I` COLUMN (TYP. FOR 2) o �- z .� w o N U J N W -j C) n W O o W _II z J w Q � LL LLI N v ``Jrn1 w N W V I- z �O o LU W z W aZ � � QF— o0 DWG NO 3 a A MEXrEt i USE A MINIMUM TWO 8d NAILS THIS SIDE OF TRUSS. Mow TOTAL 4-8d NAILS • • ° INTO TRUSS. F1 e 2-8d NAILS INTO PLATES 8-8d NAILS j INTO STUD Simpson Strong-Tie X-X 73'-10" H7 Z RAFTER TIE DETAIL 4" 23'-6" 4" 13'-0" 4" 15'-4" 4" 5'-0" 4" 15'-0" 4" Simpson Strong-Tie H7 Z NTS. I � — — — — — — — — — — — — — —tom / II W I II o (IfII � 2„X12 R.R. _� J I ^ 2"X12" R.R. 1 1 @ 16" O.C. I @ 16" O.C. II NOTE! z 1 x 1 o_ 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND Z �I POSTS ABOVE. 0 /1 ( PITCH DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND Y-Y l i v I X/ I STAIR WELL OPENING. m N 1 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS ch L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO co `L 32 X 40 32 X 40 32 X 40 FOUNDATION, FTG'S,AND OTHER STRUCTURAL O N - - - - - - - - - - - - - - - - � - - - - - - - - - - — u — _ - - - - - - - - - - - - - - - - - _ - - - - - -G_ - - - - - - GIRDERS OR HEADERS AS NECESSARY. T o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — - ` 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS Lu M \ I (2)2 X8 (2)2 X8 (2)2'X8' i _ — - �i FROM SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY o 1 1 I 1 U 1 SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED PORCH'S. (ETC) 1 = \ ` I VENTER SEAL DIRECTLY �P� / �j� d I - Chi TO EXTERIOR I I U O � I I - 1 �5 ��N K TF O o @� 2-0 411 12'-8" I 4&/co � 1 STORAGE ACCESS\LJ �� X `J "' OPEN TO BELOW 'X8" CI�. JSTS. O Q vi - ci 2 I O.C. _ ' o \„/ - I _ X 4068 U N o WINDOW NOTES & SPECIFICATIONS 9T �2 415 yQ N BONUS ROOM - S�O' 75 CF I I F OF NEB X \ c Cc h —�\— @ o CL co `r' U iv 'WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) N CATH. CLG. @ 11'-0" N I , i ` i 0 In - •'THIS WINDOW MUST BE TEMPERED SAFETY GLASS X 1. PROVIDE AT LEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY BATH I / � * ~ U TILE ` F- - = N ESCAPE.IN CONFORMANCE WITH 2O20 RCNYS SEC. R310 MIN OPENING OF 5.7 SO. FEET N X U p (2)1 3/4"X14" LVL RIDGE _ tacked w/ i (2)1 3/4"X14" LVL RIDC� - w- - - — - — - — - — - — - — - — - — - — - _ -m _ U _ _ _ �p _ _ _ — _ _ (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ - - - - - - - 6, N N I UNDR lav o LIN. , O LIN. - U) a, MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED T —_ —_ —__ _— _ _ N ' c �� I - o BEDROOM 3 v x c\ FOR TOOLS)BOTTOM OF OPENING 44"MAXIMUM A.F.F. ELEC. — (2 2"X8" (2)2"X8' r - DN 18R N N r @ U (2)1 -3 4"X11 1/4" LVL HDR }s D I / X °� 2.ALL WINDOWS SHOWN ARE ANDERSEN-400 SERIES N O I 2 I (2)2'X8 = Z� ` _ 24"X48"PULL(2) 'X� 3.ALL WINDOWS MUST HAVE A U-VALUE AS PER THE LATEST IECC ELEC. p U) DOWN STAIR , X I w I X _ %D. N U VIDE DBL. FR/ o X \ (�}ELEC. N I cL 42" high guard rail w/balusters @ 4"o.c. ax. ( :13 OAM BD.) - S.D. d v I m � U Z O M I I N �i DET. i U �, 01 N p Q 0 7'-6" JP = I \��, o N � o Eo P�� I G�, N O X zQ I 2668 �� = I V = I�ELECI JX/ 2668 L9 X �_ I V I C L \ o I I S.D. Q' = I \�� N N �i X I X C.M. DET. 1 I I I TORAGE ACCESS r/ (2)2"X8" N w �� d; \ I_____ —— / �,+ � \ (2)2 8 M s 11 NOTE: cv I 1 (2)2"X8" (2)2"X8" (2)2"X8" I I �� r`�J�, (2)1 3/4"X11 1/4' LVL HDR 0° _ + I , 4" ' 8" 4" 04'-8" av 1 1 NOTE PROVIDE SMOKE DETECTORS o I �' I ( CARBON MONOXIDE DETECT ',S 1 F= 24 X 24 24 X 24 24 X 24 -1 m U = �� ' BATH 1 I _ ALL LUMBER THAT COMES IN CONTACT WITH AS 2020 RCNYS ALL ELEC. - r CONCRETE SHALL BE TREATED LUMBER. 1 ° — — — — 6'-10" I s D. r c;� / p 2)2"X „ TILE = I & NTERCONNEDETECTORS O BE CTED ARDWIR i} 00 0 1 x I LOFT N o T f i o I25 CF N ay. 1 I `� CO v F- 00 �- - - - - - - - - - - - - -_ _ _ _ _ - -_ _ _ _ _ I I c ' - -_ �- -_�J t I; Lu L- - - — — — — — — — — — — — - - M 2"X8"CLG. JSTS. I I 068 — W `- I @16" O.C. I I I I I 00 v 0 ELEC. rc 00 B I DROOM 2 i s° I 4" 113'-8" sD4 `t5'-0" I (2) X8 2068 pkt. dr. I �, r- I co 1 2"X12" R.R. 2"X12" R.R. I I 2"X12" R.R. 2"X12" R.R. @ 16"O.C.Y1Y @O.C. ( ) ( ) ( ) I 14 @ 16" O.C. @ 16"O.C. I •�J(2) I"X12„ L32 X 40 0 32 X 40 co _ BE Lu OOM 4 I M 32 X 52`d 32 52* 32 X 52 * _ I j I 2"X8"CLG. JSTS. I o z o ITC � - _ - - - - - = 4068 � I @ 16" O.C. = Q } r- p z � >- *NOTE: o_ I CL N x I I IY z n- z STANDING SEAM ROOF M I < O IN LOCATIONS SHOWN. .� a Q Q � PROVIDE CONTINOLIS = I I I E <0 0 FLASHING AT ROOF U I tl- TRANSITIONS ~ I (2) "X12" U) PIS P jammmyTim SHEATHING O CN W " m 32X52* 32X152* 32X52* - AIR SHIELD LIQUID FLASHING 4" 11'-8" 4" 6'-8" 4" 9'-2" 4" 7'-0" 4" 1 T-0" 4" 15'-4" 4" 14'-0" 4" 6'-0" 4" 101, O W o cV 1 AIR SHIELD"' C) J -� CV W J X-X NOTE: CL SECOND FLOOR PLAN FILL JOINT WITH LIQUID FLASHING&CREATE 1"BAND 0 1/4"= 1'-O" OVER THE JOINT AREA.DO NOT STRIKE FLUSH WITH SHEATHING w O SURFACE II SHEATHING JOINT TREATMENT Z Z w J Q U) w W W Q cal w J Z C� o � w Z _ o of a- 2: 0 Cn Q FW- 0 I 0 DWG NO 4 13 X-X 2 T CONT. RIDGE VENT TOP OF PEAK 30'-0"+/-ABOVE GRADE YY 12 12 FRIEZE BD. 12 12 12 12 (TYP.) 12� �12 � � CONT. RIDGE VENT NT. RIDGE VENT m m PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYER OF UNDERLAYMENT CEMENTED TOGETHER OR A S F- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL SECOND FLOOR PLT HT. EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. 1'-6" 1'-011 O.H. O.H. 0 0o LLLII CONT. F SHING CONT. F S IN - - - - - - - - - - - C NT. FLA — � 12 ' 41 4 5 MOTE: SECOND FL. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS : FIRST FL. PLT. OF UL 127 AND SHALL BE INSTALLED AND 1 _ TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. 7- R100 ', 1 -6„ ° m m m H El Q T O.H. 6 _ co o Z o _ LLL w w SEAL FIRST FLOOR p ° ° o GRADE _ _ GRADE TREATED WD. POST W/DECORATIVE _ z - z POST W/DECORATIVE I o — N COLUMN (TYP. FOR 3) COLUMN (TYP. FOR ALL) co i i �TF 029465 L — - -I FRONT ELEVATION STEP FND. L 1/4"= 1'-0" I I I I I I I L_ - - - 1 - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - C - _f- - - - - - - - - - - - - - - - - - - - - - - - - - 1 2 TOP OF PE - 28'-10"+/-ABOVE GRAZE CONT. RIDGE VENT 1 2 HOLDOWN CONNECTION 12 SECOND FLOOR ATTACHMENT 12 �14 OPTIONS 9F CONT. RIDGE VENT o "SIMPSON"CMSTC16 ��t I� w W CONT. FLASHI 12 12"BEARING ON "SIMPSON"HD3BHDG Eft 2-16d M WALL STUD "SIMPSON"HTT4 HTT 2-16d COMMON QO U Ob 5 1/4" FRIEZE BD. \ �4 CONT. FLASHIN NAILS @ 6"O.C. \ o NAILS @ 6"O.C. (TYP.) 12 \ FOR FULL LENGTH SECOND FLOOR PLT. HT. 14F \ OF STUD cy) \ BLOCKING @ � i ENDWALL BLOCKING @ II OR II \ O.H. �� ENDWAL o O.H. / \ m w o / _ Z / 12 J > r / --]4.5 2-16d COMMON p Z >- / NAILS @ 6"O.C. O� Z z FOR FULL LENGTH "SIMPSON"HDO8R Q Q / "SIMPSON"PHD6 Q w OF STUD SECOND FL. _ / = Q < �O FIRST FL. PLT. HT. 5 // CONT. FLASHING oN } 04 w m o Q N Q NOTE: ALL STRAPPING,ANCHORS,HOLDOWNS,& 1'-81 _ 6„ ADHESIVES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS O.H. O.H. 0 ED "SIMPSON" I` - < STHD14RJ v O W m °O oo WALL STUD Z J N J "SIMPSON"HDD w 0 � FIRST FLOOR "SIMPSON"HTT3BH4 HT — W O OR o GRADE — — — — El:l — E:1:1 — — — — GRADE ��I ��/, Z_ J Q d Z i U co W Q cn I I I I _ " IL w C? %�� 2-16d COMMON W U n N NAILS @ 6"O.C. J w -I I r- - - - - - - - - - - - -� e FOR FULL LENGTH Lu > Z 0 _ OF STUD O W w Z U W w � O Z U (n I— o I I I I _' Q � 4"X4"TREATED WD. a POST W/DECORATIVE I I I I "SIMPSON"HDc3R o COLUMN (TYP.) I I I I SIDE ELEVATION "SIMPSON"PHD6 DWG NO I I II 1/4"= 1'-0" C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - 1 5 a � 3 1 2 x-x 1 ROOF COMPOSITION: 40 YEAR DIMENSIONAL SHINGLE BY TAMKO OR APPROVED EQUAL, HOMEOWNER TO TOP OF PE CONT. RIDGE VENT SELECT COLOR, OVER 15# BUILDING FELT ON 1/2" CDX PLYWOOD SHEATHING 30'-0"+/-ABOVE GRAbf OVER ROOF RAFTERS (REFER TO FRAMING PLANS FOR SIZES & SPACING). PROVIDE 36"STRIP OF WATER/ICE GUARD AT BOTTOM _ 1 T INTERSECTION OF ROOF & FASCIA AND IN ALL VALLEYS. Y-Y 2 RIDGE VENTS: CONT. RIDGE VENT 5 1/4" FRIEZE BD. CONT. RIDGE VENT SHINGLE STYLE RIDGE VENT, MATCHING STYLE & COLOR OF ROOF SHINGLE. (TYP.) INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPEC'S. LOCATIONS AS INDICATED. 12 3 COLLAR TIES: 12� — INSTALL 2"X 6" COLLAR TIES 32" O.C., TYPICAL AND 16" O.0 @ SECOND FLOOR PLT. HT. CATHEDRAL CEILINGS. 4 SOFFITS & FASCIA BOARDS: 12 12 O. PROVIDE VINYL SOFFITS WITH CONTINUOUS ALUM. OR VINYL VENT STRIP. FASCIA � — O.H. BIDS. TO BE EITHER CLEAR PINE PAINTED WHITE OR#2 PINE WRAPPED IN ALUM. SIZE OF FASCIA, BIDS. TO BE 1"x 8"WITH 1"x 2"ACCENT o BOARDS FOR GABLES. 12 4 ONT_FLAS IN — — — — 5 GUTTERS & LEADERS: PROVIDE 5" DIAMETER ALUM GUTTERS & LEADERS, LOCATION TO BE DETERMINED IN FIELD. PROVIDE 6" SDR UNDERGROUND PIPING TO DRYWELLS. SECOND FL. 5 CONT. FLASHING FIRST FL. PLT. HT. v� z 6 WALL COMPOSITION: J PROVIDE NEW VINYL SIDING COLOR, STYLE AND EXPOSURE TO BE SELECTED FF —1— 1<r —1= �1 F —1— F —1— -Ir —1— F —1— 11 J BY HOMEOWNER, PROVIDE TYVEK HOUSE WRAP BY DU PONT OVER 1/2" CDX 4 11_611 PLYWOOD ON 2"X6" WOOD STUDS 16" O.C. WITH R: 15 BATT INSULATION 1'-6" 1 -611 m WITH R:5 RIGID INSULATION & 1/2"GWB (INTERIOR FACE) O.H. O.H. O.H. 36" HIGH O.H. U) TAPE & SPACKLE (3) COATS AND PRIME (1) COAT. - HAND/GUARDRAIL Q 6 W/BALLUSTERS z @4" O.C. N 0 00 Of o 7 FLOOR COMPOSITION: REFER TO FLOOR & FRAMING PLANS SIZES & SPACING OF FLOOR JOISTS, PROVIDE 3/4" PLYWOOD/OSB SUB FLOORING WITH (1) LAYER OF 1/2" UNDERLAYMENT GRADE PLYWOOD ON TOP, LAP ALL SEAMS. REFER TO FLOOR PLANS FOR FLOOR FIRST FLOOR o LE SEAL D FINISHES. ALIGN ALL FLOOR ELEVATIONS. _EE 8 FOUNDATION COMPOSITION: GRADE O J GRADE PROVIDE 10" POURED CONCRETE FOUNDATION WALLS ON A 20"x 10" FORMED, I co KEYED & POURED CONC. FOOTING.ALL POURS TO BE FORMED USING WOOD I _ z I I I z o OR STEEL FORMS PROVIDE MASTIC DAMP PROOFING I f I I I I I o_ N ON EXTERIOR FACE OF FOUNDATION AND FOOTING AREAS. I ``' I ( I `' 'A029 05 O� - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - � TFDF NE\N�l 9 SLAB COMPOSITION: REAR ELEVATION I 4"X4"TREATED WD. PROVIDE 4" POURED CONCRETE SLAB WITH 6"X6" 10 10 W.W.M. FOR CELLAR AREAS. I POST W/DECORATIVE PLACE OVER VAPOR BARRIER AND 6"TAMPED POROUS FILL. 1/4"= 1'-0" I COLUMN (TYP. FOR 4) I I I I I I I I I C - - - - - - - - - - = - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - -C- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - -Z - - -� 2 1 TOP OF PEAK 2 1 CONT. RIDGE VENT 28'-10"+/-ABOVE GRADE i 12 CONT. RIDGE VENT 79 12 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 00 � �4 AND SHALL CONSIST OF A MINIMUM OF TWO LAYER co Y f- OF UNDERLAYMENT CEMENTED TOGETHER OR A S F- I` w \ 5 1/4" FRIEZE ADHERING POLYMER-MODIFIED BITUMEN SHEET IN (TYP.) PLACE OF NORMAL UNDERLAYMENT AND SHALL LLJ 0 U \ EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR \ 12 — SECOND FLOOR PLT HT. WALL LINE. 12 \ 14 \ 14 ch \ 1'-6" 1 - '-6" O.H. \ O.H. q \ O.H. _ oo rn CONT. FLASH \ w o El z r \ NOTE: o z o >� \ 12 SECOND FL. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS Q 0 z \ OF UL 127 AND SHALL BE INSTALLED AND >- - J W 5 4 TERMINATED IN ACCORDANCE WITH THE a- � Q � - - - - - - - - - CONT. \ FIRST FL. PLT. T. Q - \ MANUFACTURER'S INSTRUCTIONS AS PER SEC.R100 � � 0 � o co 1.0 o Q N Q 1'-8" O.H. 0.11. 36" HIGH O.H. HAND/GUARDRAIL 6 W/ BALLUSTERS b @4" O.C. 60 o O.H.G.D. ^� O.H.G.D. o CV Z J CV W -� FIRST FLCOR p d 1D z o � � /- co � /— N GRADE U, Ur W II - - - - - - - J PROVIDE8"X16" Z J Z v - - -I L - - - - - - - - - - -� L - - - - I CRAWL SPACE I I J 2 0 cn <- - I VENT W/ INSECt SCREEN I I M W H W g —�—• I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ,- - - -11- - - - - - - -r — 1- 0 Lu W w � [-- 4"X4" TREATED WD. z z cv _ = w PROVIDE CELLAR I - - PROVIDE A 12" DROP @ FND. I - J I I POST W/DECORATIVE 0 W J z W QI O ENTRY STEPS��- - @ O.H.G.D. OPENING (TYP.) I I I I COLUMN (TYP. FOR 3) z (n Q h- o CD STEP FNb. I ' I I SIDE ELEVATION DWG NO - - - - - - - L - - - -r - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -Z - - - - - - - J- - - - - - - 1/4"= 11-01. 6 / 3 rp 4"VENT ROOF LNAL SHINGLE THRU ROOF 40 YR. D(MATCH OTO EXISTING) OVER 15#BUILDING FELT ON 1/2"CDX PLYWOOD SHEATHING OVER 2"X12"@ 16"ROOF RAFTERS. (2)1 3/4"X14"LVL RIDGE BD. CONT. RIDGE VENT 4" 1"X6" FASCIA BID.. 1//2 PLYWD.SOFFIT 3 2 1 BATH BATH PROVIDE LEADERSSOFFIT&GUTTERS Table P3201.7 LAUNDRY 2 2" " SEE NOTE 5 SIZE OF TRAPS FOR PLUMBING FIXTURES �� (� 2" PITCH 2 PITCH 2 1 12 2"1 4„ 12" 12" 12" TOP OF PE ASPHALT PLUMBING FIXTURE TRAP SIZE IW I LAV. I I LAV. I 30'-0"+/-ABOVE GRA E SHINGLE CONT. RIDGE VENT (MIN.IN.) I--I� I 1 W.C. W.C. ROOF BATHTUB(with or without SECOND FLOOR I I I ISHO. I SHO. ASPHALT 12 12 shower head and/or 11/2 J 1 1/2" 1 1/2" Ltvh'rl Iattachments) SHIROOF 9� 14 Bidet 1 1/4 C.O. 3„ 3„ C.0• ASPHALT —\ BATH — — KITCHEN VENTED ATTICS WITH AIR PERMEABLE INSULATIONCONT RIDGE VENT ROOF LE Clothes with standpipe 2 LAUNDRY C�2" plTCHI 2" -- T- — — 2'_ — — 2"PITCH ASTER BATH INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE 12 ATTIC I I — — T- — _ VENTS THAT EXTENDS OVER INSULATION (TYP.) 4F- Dishwasher(on separate trap) 1 1/2 -'I 2„ r 2" I I 4" 2" 12' I T 12 Floor drain 2 SINKr" 2„ IW I LAV I 2' I D.W. (SINK I LAV. I2' I2 12 BACK SIMPSON STRONGTIE �4 1 —I TUBI �' 27 "X8" C.J. Kitchen sink(one or two N/.C, W.C. I VENT HURRICANE CLIP H1Z @ 12" O.C. traps,with or without 1 1/2 I I I 1SH0. I SHO. (TYP.)ON EACH STUD dishwasher and food waste FIRST FLOOR Z. J 1 1/2" J 2" 1 1/2" -�I &RAFTER dis oser ux, SECOND FLOOR PLT. HT. PROVIDE Laundry tub 1 1/2 I R:30 BATT 1 _$ r r C.O. 3, 3' 3 C.O. Lavatory 1 1/4 4„ BATH 1 -8 I „ INSUL. O.H. _ r2„ 2„PITCH I O.H. Shower(based on the total flow rate through 4"showerheads and bodysprays) 12„ 12" 12" o Flow rate: 1 1/2 I LAV I ' 5.7gpm and less 1 00 ` NEW 4"STUD WALL WITH more than 5.7gpm up to 12.3gpm 2 W.C. I I (n PROVIDE TYVEK HOUSE more than 12.3gpm up to 25.8gpm 3 SHO. I WRAP BY DU PONT OVER Z more than 25.8gpm up to 55.6gpm 4 BASEMENT 1 1/2" - CONT. FLASHING 1/2"CDX PLYWOOD ON 2"X4" Q co 12 WOOD STUDS 16"O.C. -j 3" C.O. 4„ TRAP F;, W/JOIST HA(TYP.) 4.5 ( ) � F- SECOND FL. 2 2'x4"TOP PLATE 2"X4"BOTTOM PLATE � R:13 BATT INSULATION w/ C.O. 4" FIRST FL. PLT. HT. R:5 RIGID INSULATION& 1/2" m CONNECT TO GWB(INTERIOR FACE).TAPE APPROVED TREX/ 1"X6" AND SPACKLE(3)COATS AND Q SANITARY 1 _8 ° o WD. PLANK PRIME Z PLUMBING RISER DIAGRAM SYSTEM 2X8"LEDGER BD. (313/4"X91/2' O N O.H. ABOVE (TYP.) L L HDR (FLUB (2)1 3/4"X 9 1/2" LVL 1 $ u� o N.T.S. W/5/8" STL. HDR (FLUSH) I I O.H.H w II00 PLUMBING _ II GREAT ROOM I Q SEAL 1. ALL WASTE AND VENT PIPING AE30VE GRADE SHALL BE PVC SCHEDULE 40 DWV. °O I I 80 4"X4"TREATED WD.2. ALL WASTE p 3. ALL HOT ANDIPING BELOW GRADE SHALL BE CO D WATER SUPPLY PIPING SHALL BERTY TYPEIGHT CAST IRON..CO PER TUBING, FRONT FOYER I I POST N DECORATIVE �5 ��NK ALL SOLDER SHALL BE LEAD FREE. PURR I I COLUMN (TYP. FOR 4) 4. ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2" INSULATION. I I 5. ALL FIXTURES SHALL BE AS SELECTED BY OWNER. FIRST FLOOR I 6. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., STATE BUILDING AND ENERGY CODE. GRADE I ° GRADE �� 0 65 y0� Sec.P3103.1 -Roof Extensions I I (2)2"X10 " HDR OF NEB PROVIDE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated _ z I R:30 BATT _ -- PR VIDE 5/8"ANCIHOR BOLT o z snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, o INSUL. observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than v 2" FROM FND. ENDS &MAX. O.G. 4" DIA. STL.36' lu M T-0"above the roof. ° ° ° Sec.P3103.2-Frost Closure — — — — — — — -{ I POST — — — — — — — Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or _ wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not 4"X4"TREATED WD. 1 I BATH NEW REINF. 4" P.C. SLAB less than 1 foot inside the thermal envelope of the building. POST W/DECORATIVE I 1 4" DIA. STL. ON GRADE W/66-1010 WAM 40 YR. DIMENSIONAL SHINGLE COLUMN (TYP. FOR 3) — — —I POST OVER 4" GRAVEL (MATCH TO EXISTING) NEW REINF. 4" P.C. SLAB 1 UNFINISHED BASEMEN (2500 PSI) OVER 15#BUILDING FELT ON 1 2 3 ON GRADE W/66-1010 WMM STEP FIN 1/2"CDX PLYWOOD SHEATHING OVER 2"X12" 16" ROOF RAFTERS. OVER 4" GRAVEL ° ° ° ° ° (2)1 3@/4"X14"LVL RIDGE BD. (2500 PSI) — — — L -� L —) — — — — — — — — — — — W/CONT. RIDGE VENT NEW REINF.4" P.C. SLAB VX6" FASCIA BD. 1/2 PLYWD.SOFFIT TOP OF PEAK CONCRETE FTG. W/ ON GRADE W/66-1010 WMM 24"X24"X12" 24"X24"X12" W/SOFFIT VENTS CONT. RIDGE VENT 30'-0"+/-ABOVE GRADE 3#5 REBARS & OVER 6 MIL. VAP. BARRIER DEEP P.C. FTG DEEP P.C. FTG PROVIDE LEADERS&GUTTERS � SEE NOTE 5 2"X4" KEYWAY OVER 4" GRAVEL (TYP.) (3500 PSI) 12 — CONT. RIDGE VENT �9 SECTION 1/X-X 12 Li -- — — — �4 r` w W — — — C _ co PROVIDE \ CONT. FLASHING c0 12 R:30 BATT \ 14 INSUL. \\ SECOND FLOOR PLT HT. M \ -6" o - O.H. rn V NTED ATTICS WI H AIR PERMEABLE INSULATION T \ O.H. O.H. _ rn CLUDE BAFFLE ADJACENTTO SOFFIT AND [HAVE \ oo POST CONNECTION DETAILS Q } VENTS THAT EX ENDS OVER INSULATION (TYP.) \ J BONUS RO \ o z o >: — \ 0� z 0� z SIMPSON STRONGTIE \ 12 >_ — -j LLi HURRICANE CLIP H'I Z \ 2"x 6"FLOOR JTS @ 16"O.C. CL 0� Q 5 (TYP.)ON EACH STUD \ 14 SECOND FL. 2-2"x 8"HEADER 2"x6"DECKING I � 0 0 & RAFTER \ FIRST FL. PLT. T. 4"x 4"POST ANCHORED ON 2"x 6"FLOOR JTS @ 16"O.C. o � � \ 10" x 36"FTG.BELOW GRADE HEADER AS N 0 AND 4"-6"ABOVE GRADE 14-16d COMMON NAILS NOTED ON PLANS N W CO 1 $„ PROVIDE (2)1 3/4"X 11 7/8" LVL HDR o • 1'-8I' (BEAM) ,4 R:30 BATT 11_611 O.H -11., 6-8d COMMION 1/20 LAG. BOLT :...,•. O.H. INSUL. AB POST BASE BY SIMPSON ;rJ•` @ 24"O.C. ° ` 36" HIGH O.H. TECO'S HAND/GUARDRAIL 36" high = °• I SIMPSON STRONG-TIE 6 W/ BALLUSTERS handrail (typ.) @4" O.C. - 0 1 (POST)COMMON NAILS A 4 —4" DfA. STL. IT PORC I HDR. & POSTING AS NOTED oI 2 CAR GARAGE POST FLJ TO DWELLING ON PLAN U U N W m Z q N 2"x6"DECKING DECORATIVE MOLDING W J FIRST FLOOR 14-16d COMMON NAILS 0 a CD (BEAM) 6-8d COMMION Simpson Strong-Tie W O AB cj� c II °O —,--� cv GRADE ° ,° ' (D w _ PROVIDE 8"X16" 3-10d COMMON z_ J_ z U I I NEW REINF. 4" P.C. SLA�- CRAWL SPACE ° 16 FILLER STRI `` ° J - OVIDE 5/8"ANCHOR BOLTS I I J PREMOLDED — — ON GRADE W/66-1010 WM 12".FROM FND. ENDS &36" o Z VENT W/ INSECt I ''•' W W 1 FILLER (TYP.) I MAX. O.C. M SIMPSON STRONG-TIE OVER 6 MIL. VAP. BARRIER SCREEN I I 14-16d COMMON NAIL ' (POST) AC6R :ti. �.;•.� 0 W U N OVER 4" GRAVEL L �350o PST) - - - - - - — ----------� � - - - - - - T _ PORCH COL'S TO HDR. 2"MINIMUM � � J ��-- Z 4 X4' TREATED WD. SIDECOVER 1:2 X24"X12" I I I I I Z _ = w o PROVIDE CELLAR — — NOTE: DEEP P.C. FTG CONCRETE FTG. W/ _ J O W w Z U W t POST W/DECORATIVE — Q M ENTRY STEPS I I PROVIDE 5/8"TYPE "X' 3#5 REBARS & z U Q ��— GYP. BD. ON CLG. ABOVE 2"X4" KEYWAY I I I I I COLUMN (TYP. FOR 3) AND @ ADJOINING WALL (TYP.)I — —I STEP FNb. I— — — DWG N TO LIVABLE SPACE I I SECTION 1/Y-Y F - - - - - - -- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - j 1/4"= 1'-oil 7 aZi 3 ROOF SHINGLE ICE SHIELD: # 15 FELT PAP E PROVIDE LSSU28 JOIST HANGER 2 LAYERS OF UNDERLAYMENTS CEMENTED 1/2" CDX PLYWOO @ RIDGE TO EACH ROOF RAFTER TOGETHER OR SELF-ADHERING POLYMER I MODIFIED BITUMEN SHEET. I 1 1/4"x 20 GAUGE GALV. 1 STRAP TYPICAL.20" LONG 1"x 2" BLOCKIN 1 EACH ROOF RAFTER (4 )8d NAILS EACH END 5"MIN EA. ROOF RAFTER I ' 1 1/4"x 20 GAUGE GALV. I STRAP (TYP.)WITH (6) 8d 12 COMMON NAILS IN EACH I END OF STRAP. s M'� 5� ROOF RAFTERS (SEE PLAN) VARIES I 1/2"EXTERIOR GRADE PLYWOOD SHEATHING PRE-CRIMPED PRE-CRIMPED #15 FELT END. END. ASPHALT SHINGLES (AS SELECTED BY OWNER) ALL FASTENERS SHALL BE INSTALLED WITH Tf VALLEY FLASHING ACCORDANCE W/MANUFACTURER SPECIFI AT, S ALL FASTENERS SHALL BE INSTALLED WITH RICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS CEILING JOISTS (SEE PLAN) LSSU "SKEWABLE"CONNECTOR [� GATT INSULATION (SEE PLAN) DETAIL "p" BY SIMPSON OR APPROVED EQUAL. r VALLEY FLASHING N.T.S. , /Ax DETAIL "A" _=-- c FASCIA \\ �� \ z ICE SHIELD&UPLIFT CONNECTION N.T.S. \ \\ J R.905.1.2 3" CONTINUOUS SOFFIT VENT R.802.3.1 R.802.5.1 (9) SIMPSON STRONG-TIE H2 @ 16"oc(EACH SIDE) \\I co I I � cl) Q \ / z O N CD \ > co Lu \\ // co SEAL ALCOA RIDGE VENT. INSTALL � ° AS PER MANUFACTURES SPECS. i� I ° 1"AIR SPACE SHEATHING 1 1/4"x 20 GAUGE GALV. ROOF SHINGLE. VINYL SIDING (AS SELECTED BY OWNER) �� I I 02 465 STRAP(TYP.)WITH (6)8d R-3 RIGID INSULATION BOARD 9� y SIDING COMMON NAILS IN EACH PLYWOOD SHEATHING. TYVEK BUILDING WRAP OF NEB FLASHIN CONTINUOS VENT END OF STRAP. 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 1 co I # 15 FELT PAPER 2"x 4"STUDS 16"oc I I 3 1/2" BATT INSULATION R= 15.0 I I j 1/2"GYSUM BOARD i 1/2" 1 1/4"AIRSPACE SIMPSON STRONG-TIE FTA @ 16"oc OR BACK-FLASHING- I 1/2" MIN. BLANKET INSULATION 1 1/4"x 20 GAUGE GALV. STRAPPING, EXTENDED 12" BEARING FROM FLOOR 3/4"AIR SPACE SIMPSO FRAMING EACH DIRECTION @ EACH STUD ROOF RAFTER H 2.5A CLIP I i 3/4"0 LAG BOLTS TOP— BOTTOM @ 24" O.C. MAINT 2" EDGE @END DISTANCES CATHEDRAL C LG. 2-2"x 4"TOP PLAT RIDGE BEAM. NOTE: HURRICANE CLIPS TO BE ALL FASTENERS SHALL BE INSTALLED WITH S ICT ADDED TO ROOF RAFTER WHEN ACCORDANCE W/MANUFACTURER SPECIFICATI NS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH T IT CATHEDRAL CEILINGS CONDITION STRAP (TYP.)WITH (4)8d ________________-- PRE-MOLDED ACCORDANCE W/MANUFACTURER SPECIFIC S EXISTS COMMON NAILS IN EACH EXPANSION JOINT, END OF STRAP. / I I / I I D ETA L "J" � DETAIL "D" � DETAIL "C" 00 HURRICANE CLIP N.T.S. RIDGE STRAP&VENT N.T.S. I T- Lll ROOF VENTILATION N.T.S. / I I cy') U i-- R.802.3.1 R.802.3 I R.802.5.1 (9) R.802.3.1 % I I _ _LJ CC) U 3/4" SUB FLOOR GLUED AND NAILED FLOOR JOISTS (SEE PLAN) I I co BATT INSULATION (SEE PLAN) I ` y�,.:z. I CO "SIMPSON"CMSTC16 COIL STRAP OR 1 1/4"x 20 GAUGE GALV. STRAPPING, — �\ STRAP EACH STUD 12" MIN. BEARING \ WRAP STRAP UNDER SILL @ EACH STUD 12 2"x 4" SILL I I w o a 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ (REFER TO PLANS) I Q } _ ROOF CONNECTION PORCH/RAFTER/GIRDER i I , ' o z o 1 TECO'S 2"x 6" P.T. SILL I 0� z z CONNECTION DETAIL ANCHOR BOLTS (REFER TO PLANS 0 J Lu 2"x6"R.R. @ 16"O.C. 2"x6" R.R. @ 16"O.C. i Q � N FOR SIZE AND SPACING) I I �� = Q o 0 3-10d COMMON 16" SILL SEALER I I U) D _ SEE DECK ATTACH 1/2 TERMITE SHIELD "C cn ti LAG. BOLT / LAG SIMPSON 1212 ,,. II• � N � >- DETAIL ON SHEET#16 @ 24"O.C. -- BOLTS @ 16" EA. I II .h'?' I i o Q N Q i � N I ;,✓} � .,•'. I , N W a � m ,. SI PSON SIMPSON i :•;t tl"'u':. t• I 2"x6"CJ.@ 16"O.C. FILLE STRIP 6-8d COMMION ST APPING @ 16" HGR.@ 16" GRADE LEI:.:; ;`,.:u', #5 REBAR(1/2" DIA) 1/20 LAG. BOLT 2-2"x10"HEADER SIMPSO 1212 Up;. CQV, @ 24"O.C. DECORATIVE MOLDING A.SIDE THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC PORCH TECO'S /A� DETAIL "N" 8" POURED CONCRETE COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. of PORCH/RAFTER/GIRDER CONNECTION DETAILN.T.S. FOUNDATION WALL 1/2 EXPANSION JOINT U CU 2"x6"DECKING 2"x6"DECKING y`.91 W J N SEE DECK ATTACH DECORATIVE MOLDING �`�. 16"x 8" DP. POURED CONCRETE FOOTING �''` ' �"` ' • • .'' . / z J :.. h,p. �_ a_ DETAIL ON SHEET#16 2"x 6"FLOOR JTS @ 16"O.C. 4"x 4"POST ANCHORED IN 6 8d COMMION 8"x 36"FTG. BELOW GRADE u . '•.� F U O W p AND 4"-6"ABOVE GRADE ti.•> r w 1/20 LAG. BOLT @ 24"O.C. 3-10d COMMON 6 8d COMMION #5 REBAR(1/2"DIA) 3, �' J i,uh FILLER STRIP ;�:�J';, z J z U _ AB POST BASE BY SIMPSON 4"CONCRETE SLAB ON UNDISTURBED BASE J 0TECO'S L . 'ti GRADE 5/8"ANCHOR BOLT W Q � V— W @ 4'O.C.(TWO STORY HOUSE) Q W U N N FLJ TO DWELLING PORCH COL S TO HDR. W CONNECTOR PORCH DETAIL W _ = W O .,.. - POST W/ CONC. CONNECTION TYPICAL WALL SECTION a- z do v Q F- o 0 3/4"= 1'-0" DWG NO DETAIL "M" 8 PORCH CONNECTION DETAILS N.T.S. a 13 2020 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR INSULATED WA TABLE R402.4.1 .1 RIGID INSULATION SHEATHING AIR BARRIER AND INSULATION INSTALLATION "R-VALUE/THICKNESS PER CLIMATE (TAPE ALL JOINTS) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA INSTALL 1"RIGID INSULATION �, PORCH RAFTE p CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE the building envelope. a sealingmaterial. narrow cavities shall be filled by insulation FOR LENGTH OF RIGID INSULATION �i Narrow cavities 2X LEDGER ON TOP O General requirements The exterior thermal envelope contains a that on installation readily conforms to the arrow ATTIC INSULATION RIGID INSULATION continuous air barrier. available cavity space. Breaks or joints in the air barrier shall be i INSTALL 1"RIGID sealed. Air sealing shall be provided between the I �� --- --- - Garage separation garage and conditioned spaces. INSULATION VERTICALLY TO The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit CONNECT INSULATING SHEATING shall be alignec with the insulation and any shall be aligned with the air barrier. TO RIGID INSULATION BAFFLE gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building FOAM SEAL BOTH JOINTS l Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC Access openincs,drop down stairs or knee drywall. rated. Y y f; CONTINUOUS BEAD OF SEALANT wall doors to unconditioned attic spaces shall be sealed. r------- ' Batt insulation shall be cut neatly to fit I J around wiring and plumbing in exterior walls, 1 1/2"RIGID INSULATION The junction of the foundation and sill plate Cavities within corners and headers of frame Plumbing and wiring or insulation that on installation readily shall be sealed walls shall be insulated by completely filling conforms to available space shall extend ) , The junction of the top plate and the top of the cavity with a material having a thermal behind piping and available s EXTERIOR INSULATED WALL Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. p p g g' Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. and continuous alignment with the air barrier. them from the showers and tubs. The space between window/door jambs and The air barrier shall be installed behind p Windows.skylights and doors DETAIL framing,and skylights and framing shall be Electrical/ hone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be installed. DETAIL 1" EXT. INSULATION SHEATING AS N.T.S Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building ATTIC EAVE BAFFLE AND VENT AIR SEALING AT SHED ROOF AT 1" N.T.S Rim joists HVAC register boots thermal envelope shall be sealed to the Cn subfloor or drywall. RIGID INSULATION SHEATING z Q The air barrier shall be installed at any Floor framing cavity insulation shall be exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner Floors(including above garage and framing cavity insulation shall be permitted that is recommended by the manufacturer. to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not [Yl cantilevered floors) sheathing,or continuous insulation installed on Cn be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. Q from the bottom to the top of all perimeter z floor framing members. N i o i� MANUFACTURED RECESSED LIGHT ENCLOSURE > M Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue i w 00 Crawls ace walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned �i VENTED AIRSPACE O p p � ATTIC INSULATION with overlapping joints taped. the crawlspace walls. space shall be sealed. i ATTIC INSULATION ATTIC TRUSS SEAL ;INSTALL 1"RIGID ROUGH CUT � _ _ _ ��D icy AROUND VENTILATION CHUTE �i� ��J��NK TF, /jX 2020 INTERNATIONAL RESIDENTIAL CODE 2020 INTERNATIONAL RESIDENTIAL CODE -AIR SEAL PERIMETER WITH I - EXPANDING FOAM SEALAN TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) - continued FASTENING SCHEDULE CONTINUOUS BEAD OF SEALANT N EXPNADING SEALANT AT PEIMETER �T 02 g 40 40 DRYWALL CEILING NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND 1 1/2"RIGID INSULATION RECESSED LIGHTING FIXTURE OF NEB ITEM DESCRIPTION OF BUILDING ELEMENTS a, ,c SPACING AND LOCATION ITEM L3UILUINU ELEMENTS OF FASTENER a,b,c LUUA I IUNµ EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT ROOF 14 Blocking between ceiling joists or rafters 16d common (3 1/2"x 0.162") 16"o.c.face nail to top plate 16d box(3 1/2"x 0.135");or 4-8d box(2 1/2"x 0.113")or 3"x 0.131"nails 12"o.c.face nail DETAIL 1 Blocking between ceiling joists or rafters to top 3-8d common(2 1/2"x 0.131"):or Toe nail plate 3-10d box(3"x 0.128"):or 15 Bottom plate to joist, rim joist, band joist or 3-16d box(3 1/2"x 0.135") ;or 3 each 16"o.c.face nail AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S 3-Yx 0.131"nails blocking(at brace wall panel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail DETAIL 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(2 1/2"x 0.113")or 2 Ceiling joists to top plate 3-8d common(21/2"x 0.131"):or Per joist,Toe nail 1" RIGID INSULATION AS ATTIC EAVE N.T.S 1 b 3- 0d ox(3"x 0.128"):or 4-Sd box(2 1/2'x 0.113");or 3- 0 31"nails 3-16d box(31/2"x 0.135");or BAFFLE CUT AROUND MANUFACTURED VENT 4-8d common(2 1/2"x 0.131");or Toe nail 4-10d box(3"x 0.128");or 3 Ceiling joist not attached to parallel rafter, laps 4-10d box(3"x 0.128");or 16 To or bottom late to stud 4-3"x 0.131"nails over partitions see Sections R802.3.1, R802.3.2 Face nail p P p [ 3-16d common(3 1/2"x 0.162"0;or and Table R802.5.1(9)] 4-3"x 0.131"nails 2-16d common/ 1 1(31/2"x 0. 62");or End nail 3-10d box(3"x 0.128");or Ceilingjoist not attached to parallel rafter 4 Table R802.5.1 (9) Face nail 3-3"x 0.131"nails (heel joint)[see Sections R.802.3.1 and R802.3.2 and Table R802.5.1(9)] 3-10d box(3"x 0.128");or INSTALL INTERIOR SHEATING 17 Top plates,laps at corner s and 2-116d common 3 1/2"x 0.162" ;or Face nail intersections ( ) AT EXTERIOR WALL PRIOR Collar tie to rafter,face nail or 1 1/4"x 20 a. 4-10d box(3"x 0.128");or 3-3"x 0.131"nails TO INTERIOR WALL ASSEMBLY 5 g 3-10d common(3"x 0.148");or Face nail each rafter ridge strap to rafter ATTIC INSULATED 4-3"x 0.131"nails 3-8d box(2 1/z"x 0.113");or PARTITION WALL PARTITION WALL 18 1"brace to each stud and plate 2-8d common(2 1/2"x 0.131"); or Face nail CO o 3-16d box nails (3 1/2"x 0.1135");or 2-10d box(3"x 0.128");or ( Y 6 Rafter or roof truss to plate 3-10d common nails (Y x 0.148");or 2 toe nails on one side and 1 toe nail 2 staples 1 3/4" WOOD TRUSS FRAMING* ti w 4-10d box ~ 3"x 0.128" opposite h; or on oppose se of each rafter o = LLJ ( ) rr SEALANT TYPICAL 4-Yx 0.131"nails truss 3-8d box(2 1/2"x 0.113");or SHEATH INTERIOR OF 0 O 19 1"x 6"sheathing to each bearing 2-8d common(2 112"x 0.131"); or ATTIC ACCESS T 3-10d common(3 1/2"x 0.1148"); or 4-16d (3 1/2"x 0.135"); Toe nail 2-1od box(3"x 0.128");or Face nail +1"OF INSULATION LEVEL 4-10d box(3"x 0.128"); or 2 staples,1"crown,16 ga.,1 3/4"long 1" RIGID INSULATION Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails I CO 0. Co 7 roof rafter to minimum 2"ridge beam 3-8d box m n( x /2"x );or g 3-16d box(3 1/2"x 0.135") ;or End nail 3-8d common(2 1/2"x 0.131"); or LADDER BLOCKING AS REQ'D 2-16d common(3 1/2"x 0.162");or 3-10d box(3"x 0.128");or ACCESS PANEL 3-10d box(Y x 0.128"); or 20 V x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail DRAW ACCESS PANEL SNUG 3-3"x 0.131"nails WITH PERIMETER SCREWS INSULATED EXTERIOR WALL Wider than 1"x 8" WALL 4-8d box(2 1/2"x 0.113); or TRIM AS REQUIRDED 3-8d common(2 1/2"x 0.131") ;or FINISHED CEILING LIJ co 8 Stud to stud(not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 3-10d box(3"x 0.128");or zlUd o box x ;or 4 staples,1"crown,16 ga.,1 3/4"long Q �- 3"x 0.131"nails 16"o.c.face nail Q z FLOOR o 16d box(3 1/2"x 0.135");or 12"o.c.face nail DETAIL DETAIL 0 Z z 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails wall corners(at braced wall panels) AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT COMMON WALL N.T.S O J w 16"o.c.face nail 4-8d box(2 112"x 0.113); or a � Of " 21 Joist to sill,top plate or girder 3-8d common(2 1/2"x 0.131 ) ;or Toe nail BETWEEN DWELLING UNITS = Q < O 16"o.c. each edge face nail 3-10d box(3"x 0.128");or Cn D _ 10 Built-up header(2"to 2"header with 1/2"spacer) H cn 12"o.c.each edge face nail N U) 'n >- -3"x .131"Halls o r` „ o Q N Q 5-8d box(2 1/2"x 0.113");or 8d box(2 1/2"x 0.113") 4"o.c.toe nail N LU m 11 Continuous header to stud 2 1/2"x 0.131" or toe nail 4-8d common ( ) 22 Rim joist, band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 4-10d box(3"x 0.128") to late roof applications also 10d box(3"x 0.128");or p p ( pp ) 6"o.c.toe nail 3"x 0.131"nails 12 Top plate to top plate 16d common(3 1/2"x 0.162") 16"o.c.face nail 3-8d box (2 1/2"x 0.113");or ATTIC INSULATION 10d box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED 3"x 0.131"nails 3-10d box(3"x 0.128");or Double top plate splice for SDCs A,D2 with 8-16d common(3 1/2"x 5") o);or 2 staples,1"crown,16 ga.,1 3/4"long RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" 12-16d box(3 1/2"x 0.135");or face nail on each side of end joint a seismic braced wall line spacing<25' z � 12-10d box ""3 x 0.128 ;or u, r,: •, rli't Ni "y h.L.,q,.,,. ,.h i{h,F•„ ,ry,':,w^ ,.i; 5{„�: 4" 3 ( ) (minimum 24"lap splice length each 3-16d box 3 1/2"x 0.135" ;or Blind and face nail �`I r ' cc 24 2"subfloor to oist or girder ( ) a t, d r "i,xi r p �.I' w" Ni °'" "d "�r t '� f r LJ_I O N 13 12 3"x 0.131' nails side of end joint) ) g , 2 x COMPRESSIBLE WEATHERSTRIPPING U (� 2-16d common(3 1/2"x 0.162") r. �^ , f ,,;,e ;,. 7; 'k.;: 4� a, ;� , '; , < ;L., tKl,., ` ,. �, ;.,wi. t ' N Double top plate splice SDCs DO, D1,or D2; AT PERIMETER OF ENCLOSURE z J and braced wall line spacing>25' 12-16d(3/12 x 0135") LLj J 25 2"planks(plank&beam-floor&roof) 3-16d box(3 1/2"x 0.135");or At each bearing,face nail 0 Q- 2-16d common(3 1/2"x 0.162") MECHANICAL LATCH TO (n 0 O ATTIC FLOOR FRAMING PRESSURE SEAL AT LIJ 3-16d common (3 1/2"x 0.162") WEATHERSTRIPPING ry 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail 4-3"x 0.131"nails;or 4-Y x 14 ga.staples,7/16"crown ° z J z U Nail each layer as follows:32"o.c. J - - 20d common(4"x 0.192");or at top and bottom and staggered. O LU < L1J LL 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom Q N LLJ 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides MANUFACTURED PULL w O = w layers 2 20d common(4"x 0.192");or 0nd: ° DOWN STAIR w (3 = z N Face nail at ends and at each 3-10d box(3"x 0.128");or O w z U di 3-3"x 0.131"nails Splice O d z U 01 J- O 4-16d box (3 1/2"x 0.135");or 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or DWG NO 4-10d box(W x 0.128");or 4-3"x 0.131"nails At each joist or rafter,face nail 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail DETAIL 9 a AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 3 L 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE I TABLE R602.10.3(1) TABLE R602.3(3) 8d a?6"oc toed in REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c BRACING REQUIREMENTS BASED ON WIND SPEED a1"ong braced wall MINIMUM ULTIMATE DESIGN EXPOSURE CATEGORY B JTS MINIMUM NAIL MINIMUM WOOD MINIMUM TOTAL LENGTH FEET OF BRACED WALL PANELS NOMINAL PANEL NAIL SPACING WIND SPEED V ult 30- FOOT MEAN ROOF HIEGHT STRUCTURAL MAXIMUM WALL PANEL SPAN PANEL STUD SPACING (mph) 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE TOP PLATE SIZE PENETRATION RATING THICKNESS (INCHES) EDGES FIELD win exposure category _ 6" (INCHES) (INCHES) ( (INCHES O.C.) (INCHES O.C.) B C D 2 BRACED WALL LINES 112" MIN. STRUCTURAL lfI r 6d COMMON ULTIMATE DESIGN BRACED WALL LINEMETHODS METHODS WOOD PANEL 8d COMMON NAILS 6d x 0.1 ON 1.5 24/0 1/2" 16 6 12 140 115 110 WIND SPEED STORY LOCATION SPACING METHOD LIB b METHOD GB DWB,WSP,SFB, CS WSP,CS-G, (MPH) (FEET) PBS, PCP, HPS, @ 6"O.C.ON EDGES BV-WSP,ABW, PFII, CS-PF ONLY 8d COMMON16 6 12 170 140 135 PFG,CS-SF9 (2.5"x 0.131") 1.75 24/16 7/16" 10 5.0 5.5 3.0 2.5 = 8d COMMON NAILS 24 6 12 140 115 110 3-16d@16"oc @ 12"O.C.ON M' 20 10.0 10.0 5.5 5.0 along braced wall FIELD ONLY r= 14.0 14.0 8.0 7 FOR SI: 1 INCH=25.4 mm 1 mile per hour=0.447 m/s. # S18.0 18.0 1 .0 9 0 AT STUD TO FLOOR ASSEMBLY TO I P AT (S)CONNECTI A. Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches ;� SIMPSON HDU4-SDS2.5 HOLDDOWN on center shaif be applied with 22.5 22.5 13.0 FOR STRAP- a $d COMMON NAILS EA.END OF STRAP panel strength axis perpendicular to supports. °� W/ 8 "DIAM.ATR(ALL THREADED B. 1 able is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2. Lateral 60 26.5 26.5 15.0 13.0 FOR C OF EA.PLATE TO PLATFORM BELOW- bracing requirements s AILS @ 16"O.C. ROD) accordance with Section R602.10. C. Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span O OF ANCHOR IN CONCRETE IS 10" rating. Plywood siding rated 16 o.c. 10 10.0 10.0 6.0 5.0 FLOOR JOIST or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used < 140 MIN.. USE SIMPSON SET EPDXY-TIE SILL PLATE HIGH STRENGTH EPDXY ADHESIVE with studs spaced not 18.5 18.0 11.5 9•0 TO SECURE ANCHOR, DRILL more than 16 inches on center. ;,; 30 27.0 27.0 15.5 13.0 �'^.':'�• .. 40 35.0 35.0 20.0 17.0 4 50 43.0 43.0 24.5 21.0 ANCHOR BOLTS `. DIAM. HOLE FOR EPDXY. FOLLOW 60 51.0 51.0 29.0 25.0 MANUFACTURER'S INSTRUCTIONS.(OPTIONAL) POURED CONCRETE/ SPACING OF FASTENERS 10 NP 15.0 8.5 7.5 MASONRY 20 NP 27.5 16.0 13.5 FOUNDATION cn Intermediate 30 NP 39.5 23.0 19.5 z DESCRIPTION NUMBE AND _ 40 NP 51.5 29.5 25.0 3: ITEM q a, 1 , c Edges cMaA�.��,,.s�cr e n�: 50 NP 63.5 36.5 31.0 END SHEARWALL ON FOUNDATION WALL < O, BUILDING Li_Er�'1trl`•,1T5 TYPE OF FASTENED ` 60 NP 75.5 43.0 36.5 0 (inches)l (inches) 0 0 z w SLIVloor, roof and interior viall sheathing to framing and particleboard wall z Q t ti7 L sheathing; to framing � N jsee °;"t: ' „ ; .'` ,t ." Or ;; , . trr .,E: f' i r,r� a 7F . ,.}t ?t57 �71`��11tf�? ln�tlCJd'�llT7fi7 TABLE II II li IICD I �.) .t ::F � >. .t_ TOP PLATE - BRACING METHODS 6" Od conirnon (t" ?, 0.1 13") retail Continuous Sheathing Method CD SEAL ' SOLID BLOCKING BETWEEN (sui�floter, wall)') 1 r ROOF JOISTS/RAFTERS ATTACHED TO TOP ��FzED qRc 1 1 F CONNECTION CRITERIA PLATES 8d LENGTH OF BRACED @D WALL 6"OCALONG �\ =- Sd cornr�on (2 /,� x !�.131 na it f MATERIAL MINIMUM THICKNESS FIGURE SOLID BLOCKING BETWEEN � O- �I.) i; �•_ /2 ) � 12 METHOD, -� � Fasteners Spacing RAFTERS/JOISTS ATTACHED TO TOP f 1 r goof P; car R IRj_01 PLATES 8d COMMON @ 6"OC ALONG CS-WSP Exterior sheathing 6"edges 12" LENGHT OF BRACED WALL PANEL 5 r1le R602.3(3) field o 4 nail O 6 O Continuously 3/8"' - `` OF E �cl t��J1fi11T1C3 r 1 7 sh)md[s aUctural �; ?t; :` trio r g per Varies by V � °r BRACED WALL PANEL CONNECTION �' tl nail (2 Imo" 0.1.:a i ), panel �� _ � fastener ri1_ 2 --- r or Rs -01 ` (z'I`If x 0. 3") nrfl r 12f TO PERPENDICULAR RAFTER/ ROOF I J T OS S 10d common (3" x 0.*14US") nail, or 12 /z y r 1 6 Sd (2 / x 0.131 ") deformed nail FIGURE R602.10.7 I END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING FIGURE R602.10.2.2 j Other viall sheathinog LOCATION OF BRACED WALL PANELS j FOR SI: 1 FOOT = 304.8 MM 1 .1 �' galvanized rc rJiiri� nail, r� CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED 01' 1 I/ct" 1 BRACED WALL LINE BRACED WALL LINE ry 1 ,2„ 5i.rl_lCtl_rr':!I �'{llllctslc ��1 (IiJ r'IJ^�ircl c head E"s.,..}i';; ' _ ::!', tJ110 0 (� u00 aa , tip taPIe ,/Itlisheathing t'; ; o1r 1 o LLJ E]EIE] C7 Y .-- crown ULIJ n r' w ' WCO 00 1 E:IEI 11EIE /, a, glvanized roofing ninil� BWL3 BWL2 BWL1 Q d o0 - .f J J 2-, '� r r r. , 7� �y.,,�..,� .� � / ,a �, --- - - --- - - m Q RETURN HOLD-DOWN coo /?2 str�r, 1.1.,r 1 t_ellrr{o�iE_ /10 head :_i: , ,.t °. 'I , or 1 7 1011d 3 C r 3 L o PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT I ilael"l tsar"Cl sheathing, 16 �a staple with 7/1 13„ or l �" I I L) END OF BRACED WALL LINE END OF BRACED WALL LINE END CONDITION 1 END CONDITION 2 crown N p W o 1 , �� r I 2 CONTINUOUSLY SHEATHED _ CONTINUOUSLY SHEATHED < 1 /2 `,�alv<ar11--c.cl roorir,a nail; r� I J z BRACED WALL LINE r BRACED WALL LINE >- o >- stapled galvanized, z W � z rlJliStrrli She-Iiri?t+ 1 7 I z z i/2" 10171S; .1 1/4„ a}, I^ ,�,!C, TvpcJ r,V , r , W 0 < t W _I �! U QO 0 or S I r C1 U) � } tY m CDCU � m 1'/4" gal`./ariized roofing nail; _-- _-- -�I _-_--J I m J J :zttiJl%' n1V�iri�PZ�'d mIF PANEL D �I> �•'�," c,., � sheathing to � 7 1 RETURN JIJ�r<111'� ,11�ttitllllt� FIRST BRACED 1 / ," lorl ; 1`' " 5+. rf'1'"'JS, )/17t� ti+, f AT NID OF BRACED WALLLLINENEL 10 MAX WALL PANEL NOTE:CONTINUOUS SHEATHING a METHODS REQUIRE ALL FRAMED SEE REQUIREMENTS o 0 PORTIONS OF THE BRACED * L or S WALL LINE TO BE SHEATHED. END CONDITION 3 END CONDITION 4 m CV ,.c r<v combination subfloor• €.-ffr �"m.t"1-:�',cf°��;�a,. to framing � CV U o 0 n s i X�; , m i rrlCrlg REQUIREMENTS J CONTINUOUSLY SHEATHED 6d defc,°rr"fled (2" x r1 120") nail; or BRACED WALL LINE RETURN PANEL : 24" FOR BRACED WALL LINES SHEATHE WITH a- 411 � �. 1 � 1� WOOD STRUCTURAL PANELS 32" FOR BRACED WALL O � CD c�nd le,_, Scl conlnlon (2 /2" X 0,131 "') nall LINES SHEATHED WITH STRUCTURAL FIBERBOARD - c r- I I DISTANCE D : 24" FOR BRACED WALL LINES SHEATHED W TH U i WOOD STRUCTURAL PANELS 32" FOR BRACED WALL cl r_c mr7lorl (21/ ( .131"} nail; z Q (D EIE] LINES SHEATHED WITH STRUCTURAL FIBERBOARD p _j 0 - .1 a, or 6 12 - 1:1E1 EHOLD-DOWN : 800 Ibs CAPACITY FASTENED TO THE EDGE OF THE Q 0 Ltj 8d deformec] (21/2" x 0.120 ) retail DEVICE BRACED WALL PANEL CLOSEST TO THE COF NER AND w W C� W z ! J TO THE FOUNDATION OR FLOOR FRAMING B LOW ') J z = _ W' o 10 t:1 i r`_,'`111'n ,,r (3' (S") n a i l; %r` � J < W r 12 DEVICE FIRST BRACED - HOLD-DOWN Q 0 o WALL PANEL DWG NO 3;_ Cate }! n1r' ! (2 IL 0.120 ) clxlil END CONDITION 5 FOR SI : 1 INCH = 25AMM, 1 FOOT = 304.8 MM, 1 POUND =4.48 N 10 1 i i i I TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1 .00 ADJUSTMENT FA6+OR BRACED WALL LINE E BRACED WALL LINE F BRACED WALL LINE G ITEM NUMBER ADJUSTMENT BASE OP$TORY/SUPPORT NG CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS BRACED WALL LENGTH= 12.6 BRACED WALL LENGTH= 12.6 BRACED WALL LENGTH=25.3 TABLE R602.10.3(1) BY THIS FA TOR] INTERPOLATED LENGTH 10'@ 5'= 12.6 @ 6.3'(2 STY.) INTERPOLATED LENGTH 10'@ 5'= 12.6 @ 6.3'(2 STY.) INTERPOLATED LENGTH 20'@ 5.0'=25.3 @ 6.3' ONE-STORY B 1.00 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.3 STRUCTURE C 1.20 AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) D 1.50 ADJUSTMENT FACTOR 4-HMD DOWN DEVICE=0.8 ADJUSTMENT FACTOR d-IMD DOWN DEVICE=0.8 ADJUSTMENT FACTOR=H(DLD DOWN DEVICE=0.8 TWO-STORY B 1.00 OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS 1 EXPOSURE CATEG RY STRUCTURE C 1.30 EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY=1.0 D 1.60 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR>5'= 1.15 B 1.00 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 THREE C 1.40 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 STRUCTTUREURE D 1.70 REQUIRED BRACED PANEL LENGTH= 1.0(6.3)X(1.0)X(0.85)X(0.95)X(lFMWAfBED BRACED PANEL LENGTH= 1.0(6.3)X(1.0)X(0.85)X(0.95)X(1.6)R E(BUIRED BRACED PANEL LENGTH= 1.0(6.3)X(1.15)X(0.85)X(0.95)X(1.6)X 0.8 55 FEET 0.70 =6.51 <7.0 PROVIDED =6.51 <7.5 PROVIDED =7.48<8.0 PROVIDED ROOF ONLY 10 FEET 1.00 15 FEET 1.30 20 FEET 1.60 55 FEET ALL METHODS 0.85 2 ROOF EAVE-TO-RID E ROOF + 1 FLOOR 10 FEET 1.00 HEIGHT 15 FEET 1 1.15 20 FEET 1.30 55 FEET 0.90 ROOF + 2 FLOORS 10 FEET 1.00 15 FEET 1.10 20 FEET NOT PERMITTED m z 8 FEET 0.90 Q FEET 0.95 m 3 WALL HEIGHT ANY STORY 10 FEET 11.00 23'-0" 0 36'-4" ADJUSTMENT 11 FEET 1.05 14 6 31_011 2'-6" 3,-O„ m 12 FEET 1.10 BWL 1 END CON ITION 1 E D CONDIT ON 1 g U) Q NUMBER OF BRAG D 2 1.00 - z z rt I oN 4 WALL LINES PER PLAN ANY STORY 3 1.30 O - h=- - - - - - - - - - - - - o DIRECTIdN) >5 1.60 I p z I w z ® ° L00 o FASTENED TO THE EN O 5ADDITIONAL 800-PO ND TOP STORY ON STUDS OF EACH BRACED DWB, WSP, SFB I C) o pz HOLD-DOWN DEVI E WALL PANEL AND TO TH 0.80 PBS, PCP, HPS, I w I w SEAL FOUNDATION OR FRAMING BELOW o oFo o ��RED ARcy T Q T 9 T \� �N K T I DWB, WSP, SFB I a, I 6 INTERIOR GYPSUM BOARD ANY STORY OMITTED FROM INSIDE FACE 1.40 PBS, PCP, HPS, CS- m FINISH (OR EQUIVAL_-ENT) OF BRACED WALL PANES WSP, CS-G, CS-SFB I m 61-011 4 INCHES O.C. AT PANEL EDGES, ( O �� END CON ITI N 1 21 1 GYPSUM BOARD INCLUDING TOP AND BOTTOM \ I I I END CONDITIO 1 �- 7 ANY STORY 0.70 GB BWL 2 PLATES, AND ALL HORIZO TAL _ i A 0 AWL 2B y� 2g465 1� FASTENING - z - - - - F OF NEB JOINTS BLOCKED O0 _. z O_ i - z \ ` / `o O 0 ' CU U \ / � LLJ o 0 z � I , - - - - - - - - - - - - ® - - - - - - - - - - - - oo c\j 00 0 w w W 000o co \/ I co /\ I co co .� z // \\ I I z O /- - - - - - - � I o p O rn m i Cn V W � CD U I p z Q BWL 3 w - p z p >: - - BVVL 3 Q O D' z J g-Oil I END CONDITION 1 O Q - J END CONDITION 1 0 z I C) p O QI , O I J C ) (� � i U p I m N w m o Q N Q m . z O , I -z o0 i BWL4 2.4" 2-4 BWL4 zz r El ND CONDITION 1 0 ~ z o END CONDITI 1 0 23'-10" 13'-8" o z W m o o U U ° C O W J m w U W :D BWL5 N zz BWL5 - :D - c LLJ O O - - - - - - - - - - - - - - - - - - - - - - 3'-10" 3'-10" w j - - - - - - - - - - D FRI END CONDITION 1 END CONDITION 1 Z J Z J -� U c w < co ILL 0° 14'-8" m W - - BRACED LINE W v N U > J w z BRACED WALL PANEL > w CD Z v = BRACED WALL PLAN (1ST FLOOR) a z Q of CD BRACING METHOD : CS-WSP ( SEE DET.SHEET) 1/4"= 1' o° DWG NO 11 a � : BRACED WALL LINE 1 BRACED WALL LINE 2 BRACED WALL LINE 3 BRACED WALL LENGTH =23.0 BRACED WALL LENGTH= 14.5 BRACED WALL LENGTH=23.8 INTERPOLATED LENGTH 20'@ 5'=23.0 @ 4.34' INTERPOLATED LENGTH 10'@ 2.5'= 14.0 @ 3.5' INTERPOLATED LENGTH 20'@ 5'=23.8 @ 5.95' MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=4.34 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=3.5 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=5.95 AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) ADJUSTMENT FACTOR*iODD DOWN DEVICE=0.8 ADJUSTMENT FACTOR=HCELD DOWN DEVICE=0.8 ADJUSTMENT FACTOR=HCILD DOWN DEVICE=0.8 -1: xw „ ,. OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS C,�'.T_°4'..TC';' F�n•... i:f,�>i"fi`1"` ..i..3'.3t.t.E;'+�.3"",f�'.i..3't ,-i .,�iF,T.,•OE.�",'.;�;�L:`rn, L1.f�-,,.,..�} .._ .._...«. EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY= 1.0 EXPOSURE CATEGORY B-1 STORY= 1.0 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR 15'= 1.15 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR 15'= 1.15 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR 15'= 1.15 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 c ..�;...r,.,en' Y-7: lu�::'_' lv fti 0:.i;'i d.i F I ;.' „,.Jig-f C,m"�w,y ».'li.f: NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 NUMBER OF BRACED WALL LINES PER DIRECTION 6=1.6 ` TE",,.S 0'1 IS T ;l V Z R �' REQUIRED BRACED PANEL LENGTH= 1.0(4.34)X(1.0)X(1.15)X(0.95)X0F�0l?ZED BRACED PANEL LENGTH REQUIRED BRACED PANEL LENGTH {T,,` L£c] .!Cy',G.• ')-- -`-`:�" ' =6.0=6.0 PROVIDED = 1.0(3.5)X(1.0)X(1.15)X(0.95)X(1.6)X 0.8 = 1.0(5.95)X(1.0)X(1.15)X(0.95)X(1.6)X 0.8 < =8.3<9.0 PROVIDED e. =4.88 5.0 PROVIDED Ia :-`: .... .....m..�,_,,.._..., ... .... ,._._. ... _,... ...,.,... ....,,._... . .� ~_"' • -, sy '� � BRACED WALL LINE 4 I31 .. ,; . „ a.'... �' ; {;f:•": vTt._.r�, sT1 L�:' ",C;i_� 6<< . `" wu ' , . {:' I►, BRACED WALL LENGTH 13.6 I �s r'l I" LE : ti'YPL r'y.E,01'4 L:Mw}t-u.1C.E 07 AL a:: y + ' I INTERPOLATED LENGTH 10'@ 5'= 13.6 @ 6.75 (2 STY.) L- '- -'- IF NZ'1`10FD.f' •`:' L �4. ?f MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.75 BRACED WALL LINE 2B ( F ([-- Yq� ^a, t M 1a_ k5 „ (« k_f' :iS `:TI '"�T; Ct`�' 7isA,{¢7i a + %L@tj.;`'�ft : -">�"4,t,LL i - S. 0 k " lt:rf' AS PER TABLE R602.10.5(CS-WSP METHOD) BRACED WALL LINE 5 BRACED WALL LENGTH=36.3 w 'I..Q.,. SJ�,y r�l <,nl.e.�•.�Vf'.',il...::_L3`:J.A',i','°11S a'�.5. i4•i°.lr(^,e f �11.,C I` 1..�,Y'. o. R'{J�..,i._ ,A`I' 6' 1i •w Pt`S t+`N 'pE$ PLATE s _ INTERPOLATED LENGTH 40' 9.0'=36.3 8.1' n 1t. ) .1'.. 6.. 0'' 's".f i.. vJ 3t✓L.1`.}�ra iE,,,,4 ; r F,-;T° "F '"' rf0'. C' ,, �,<, t ! {,.. O +, H ADJUSTMENT FACTOR*100D DOWN DEVICE=0.8 BRACED WALL LENGTH= 14.6 @ @ _0C",,.s p,1THIi.w T-H � 1 _�� C � 17'r 'ID E : OF'THE T,",0 MINIMUM TOTAL LENGTH FEET OF BRACED WALL PANELS=8.1 `-- --HE- DER,TO 14Cv `:T4UO STF-P F -'-f. JL-r'�O" T1 i `� i ;� OTHER ADJUSTMENT FACTORS INTERPOLATED LENGTH 10'@ 5'= 14.6 @ 7.3'(2 STY.) (FEET) { y r' ry y y f' ',, .. L-C F{L}', 9T : ry C)� ,t.D AS PER TABLE R602.10.5 CS-WSP METHOD.,j.�U:'. Lav G'.�lo�;:'i..i s"Oii 4.+fb :Va'al is : c iy t:F;'OSITE' 5.:;>, O,= HIE: Tl";•'.';� O'E=:P*C':'• t;�= C).t:_ :1 ;I S:' KE% '":'.1 s;T EXPOSURE CATEGORY B-2 STORY= 1.0 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=7.3 ( ) ` °`'G I:i ':' '��El �f 3"O Ce; ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 ADJUSTMENT FACTOR=HCO_D DOWN DEVICE=0.8 �� ° I+';~r-,"t~}-};.,.*,z_L F-r�;;F•«�».�.., ' � AS PER TABLE R602.10.5(CS-WSP METHOD) WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 ADJUSTMENT FACTOR=HOLD DOWN DEVICE=0.8 OTHER ADJUSTMENT FACTORS {o. + f Sll .q at,i: r t3'! -.:..E':''.�� C''.: `, r.:''I* i ; ,^>- , ,�,;r 1+�' `' �' j ""' '`` NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 EXPOSURE CATEGORY B-1 STORY= 1.0 f l r'r I ,L r," P: _q,,. �.t ,3. '�__!',, OTHER ADJUSTMENT FACTORS K{ ` �`° '�' ""'B`" „;''" AT REQUIRED BRACED PANEL LENGTH= 1.0(6.75)X(1.0)X(0.85)X(0.95)X(1 _ ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 rl` E��1RE CATEGORY B 1 STORY 1 "s 'Y'`":T`f+'' { +. '§ =8.7>5.0 PROVIDED WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 E. ,. - :i 1ST ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 { „E rvl l NUMBER OF BRACED WALL LINES PER DIRECTION 4= 1.45 I''' v..r I.T'.":'} F '"' ,,, T '-`r WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 I REQUIRED BRACED PANEL LENGTH { ,T w. ..e` i i_< 1 3 I NUMBER OF BRACED WALL LINES PER DIRECTION 5= 1.6 = 1.0(8.1)X(1.0)X(0.85)X(0.95)X(1.45)X 0.8 2 ,- E �P.. i1 � � BRACED WALL LINE A REQUIRED BRACED PANEL LENGTH ,?µ 1.0 '.''ii:? , =7.58<8.0 PROVIDED • ' i } SEE PFG PORTAL FRAME @ GARAGES = 1.0(7.3)X(1.0)X(0.85)X(0.95)X(1.6)X 0.8 1 ;, .►' � 1 I'v4 i 1 -7.5<7.6 PROVIDED W 7`( BRACED WALL LINE C BRACED WALL LINE D •`� titer y f I BRACED WALL LINE B � ALL LENGTH= 10.0 = _ - r,. •, �; _::.. . BRACED W ,. - �. •, .,• �„ �, BRACED WALL LENGTH 6 6 BRACED WALL LENGTH 6.6 m = MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS= 10.0 INTERPOLATED LENGTH 10'@ 5'=3.(2 STY.)3 @ 6.6' INTERPOLATED LENGTH 10'@ 5'=3.(2 STY.)3 @ 6.6' }'�....,,»�.�f;"o�"s-;;D.?�'act I�;'i=:=.t�i• AS PER TABLE R602.10.5(CS-WSP METHOD) MINIMUM TOTAL LENGTH (FEET)OF BRACED WALL PANELS=6.6 MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS=6.6 cn Q ADJUSTMENT FACTOR#iQ1DD DOWN DEVICE=0.8 AS PER TABLE R602.10.5(CS-WSP METHOD) AS PER TABLE R602.10.5(CS-WSP METHOD) O_ N OTHER ADJUSTMENT FACTORS ADJUSTMENT FACTOR IDOL®DOWN DEVICE=0.8 ADJUSTMENT FACTOR H01.0 DOWN DEVICE=0.8 \ co EXPOSURE CATEGORY B-1 STORY= 1.0 w - r�'OiVrTIC} < ;-.,v�IC�f OTHER ADJUSTMENT FACTORS OTHER ADJUSTMENT FACTORS 00 o ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR 15'= 1.15 EXPOSURE CATEGORY B-2 STORY= 1.0 EXPOSURE CATEGORY B-2 STORY= 1.0 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 ROOF EAVE-TO-RIDGE HT.-ROOF + 1 FLOOR<5'=0.85 F0l" S I: 1 inch = 25.4 I1 m, 1 foot = 304.8 FT m. NUMBER OF BRACED WALL LINES PER DIRECTION>5=1.6 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 WALL HEIGHT ADJUSTMENT-ANY STORY @ 9'=0.95 SEAL REQUIRED BRACED PANEL LENGTH= 1.0(10.0)X(1.0)X(1.15)X(0.95)XULJUMI$OF BRACED WALL LINES PER DIRECTION>5= 1.6 NUMBER OF BRACED WALL LINES PER DIRECTION>5= 1.6 =13.9<10.0 PROVIDED REQUIRED BRACED PANEL LENGTH= 1.0(6.6 X 1.0 X 0.85)X(0.95)X(1.6))RE.QUIRED BRACED PANEL LENGTH=1.0(6.6)X 1.0 X 0.85)X(0.95 X(1.6)X 0.8 �C' � N K FIGURE R602.10.f.3 ) ( ) ( ( ) ( ) ( ) ( ) TF �� c' =6.82>6.6 PROVIDED =6.82>6.6 PROVIDED METHOD PFG-PORTAL FRAME AT GARAGE DOOR OPENINGS IN ty" :;IS ''."'aC �+� �1=s°F� C�=,"T,'Gi=`.-'a "<7 : A, 'B AND C � 1 NET 466 OF E`N - - - -Nt1T MZ-0E-MMMWAL�L1NE51'fRMrr-l`*"5-- M - - - - - - - - - - - - - - - - - - - - - - - - �r - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - � �� II I I II- - - - - - - - - - - - - - - - - - - II II II o 00 ® W . w W c C9 El M � � i 0 F- -1 w o Q � � z L_ -J c � z J I � \/ � I < 0 F- co � I II I ► N w m O Q N Q BWL 3 I � II z O z cl O_ f�- - zr- O W o z O m o U U ° z Z -� w o o W J - z ch w _ � oo - _D BWL4 BWL4 z r W O cO LY 21-51, O c- m ui END CONDITION 1 END CONDITIOi1 o p O z J Z U \ Q d 13 8 00 ti Ov o (� _ Ov W < W w �' o W O - BRACED LINE BWL 5 "' z BWL 5 v 0 _I w Lu BRACED WALL PLAN (2ND FLOOR) BRACED WALL PANEL 3'-10° 3'-101, Of W w - LL Q END CONDITION 1 IL Z OC/) Q ~ m O END CONDITION 1 BRACING METHOD : CS-WSP ( SEE DET.SHIEET) 1/4"= 1'-0" w u- DWG NO � I I � 14'-81, mA§ 2 1/3 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C'3 E N E RAL NOTES [REFER TO TABLE R301.2(1)OF THEE INTERNATIONAL RESIDENTIAL CODE BLOCKING @ ENDWALL WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN GROUND DESIGN DESIGN UNDERLAYME T HAZARD FREEZIN NNUA RIDGE-PLATFORM FRAMING ONLY GENERAL: SNOW LOAD SPEE TOF0C BO NEBODEBRIS NE CATEGORY ,WEATHERING FROST LINE TERMITE TEMP REQUIRED INDEX TEMP 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING MPH DEPTH 1 MILE B 3 FEET MODERATE15° YES CONTACT 599 51° DEPARTMENT. 20 PSF 130iult NO F COAST E SEVERE BOF TO HEAVY BLDG DEPT 2. ALL WORK SHALL CONFORM WITH THE 2020 R.C.N.Y.S. AS WELL AS ALL OTHER CODES REFERENCED THEREIN,AND LOCAL BUILDING CODES. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2020 MCNYS 309.1)SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING,MINIMUM 75 DEGREES COOLING ATTIC DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMP 15,DRY BULB 89,WET BULB 75(2020 PCNYS APPDX D)ALSO AS PER 2020 RCNYS CHAPTER 16 SECTION 1609 AND ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND ASCE7-WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B.USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. BLOCKING 2 BAYS BACK @ 4'4"O.C. CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY TABLE R301.7 ARISING THEREFROM. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS J 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS MINIMUM UNIFORM DISTRIBUTED DESIGN LO DS ALLOWABLE FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. STRUCTURAL MEMBER DEFLECTION 3 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORKSTATE] SECOND FLOOR RAFTERS HAVING SLOPES GREATER THEM L/180 IZ USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO _ L 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT RAFTERS TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, EXTERIOR BALCONIES 60 psf 10 psf INTERIOR WALLS AND PARITIONS H/180 0k BLOCKING 2 BAYS � �- AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. DECKS 40 psf 10 psf BACK @ 4-4-O.C. U3 I I L/3 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN FLOORS AND PLASTERED CEILINGS L/360 �C I I CERTIFICATES, CERTIFICATE: OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 I I 20 psf 10 psf EXTERIOR WALLS WITH PLASTER OR H/360 INTERIOR ZONE I NO NOTCH 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) P P STUCCO FINISHay, �x D/6 MAX. I-PERMITTED D FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOAD§ WITH Ll240 �� PERIMETER ZONE FIRST FLOOR I I CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES TD 6,MAX. WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOAD§ WITH L/120 NOT GABLE WALL 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND GUARDRAILS AND HANDRAILS 200 psf 10 psf FLEXIBLE FINISHES 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) BLOCKING 2 BAYS BACK @ 4'-0"O.C. IS RESPONSIBLE FOR DESIGN INTENT ONLY. 12 psf FOR ROOF LOADING(LIVE=GROUND SNOW LOAD NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. 2.SEE FASTENING SCHEDULE A FOR NAILING FLOOR JOIST-CENTER CUT 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf ATTIC IN EA.ZONE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. RESIDENTIAL CODE of NEW YORK STATE) 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7CATH D/4 MAX. TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF z ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS OF THE DETERMINING DEFLECTION LIMITS HEREIN. D _Q THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS TO BE FOLLOWED. 12. IT 13 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED D/3 MAX. CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION NAILING AND STRAPPING **ALL STRAPPING TO BE 1," x 16 GAUGE STL ** THAT MAY NOT HAVE BEEN E=XHAUSTIVELY DETAILED. "SIMPSON" EQUIVALENT - CS16Z COILED STRAP z Q 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 4 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SEC. R701 AND INSULATION 12" MIN. BEARING N MAX.D FROM CD SHALL BE IN ACCCORDANCE:WITH SECTION R316. SUPPORT FLOOR JOIST-END CUTS > <''> 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND co EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 CD 16.THIS PROJECT COMPLIES W1 THE 2015 INTERNATIONAL RESIDENTIAL CODE AND MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AT RAFTER TO RIDGE CONNECTION EACH D SEAL PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, 12 ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 FOR STRAP- a $d COMMON NAILS @ EA.END OF STRAP D ARC ALTERNATE SIMPSON STROH7Z IE FOR NOTED COLLAR/CLG TIE- 2 10d COMMON NAILS @ EA. D/3 MAX. 5 J��N K CARPENTRY: COLLAR TIE _41) n 1. ALL. LUMBER SHALL BE D.F. #2 OR BETTER UNLESS OTHERWISE NOTED ( U.O.N.) ] AT RAFTER TO TOP PLATE TO STUD CONNECTION@ 16"O.C. '` 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) FOR STRAP- -a $ d COMMON NAILS @ EA.END OF STRAP RAFTER CEILING JOISTS ` eLTLEt��IATE FOR TOENAILING-� $ d COMMON NAILS 3. SILLS TO BE FLASHED (TERMITE SHIELD)W/SILL SEAL. SILL TO BE A.C.Q. WOOD 1 ff€� FOR C.J.TO R.R.- 11 15d COMMON NAILS(FOR 5 PITCH) 1 02 465 O� JOISTS HANGERS TO BE."TECO"OR EQUAL, FULL SIZE. 15d COMMON NAILS(FOR 8 PITCH) T 4 4. ALL 2-2" 6" U.O.N. FOR G OF EA.PLATE TO PLATFORM ABOVE- 1 15d COMMON NAILS @ 16"O.C. OF NEB D/3 MAX. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) r �N16"O.C.AT STUD TO FLOOR ASSEMBLY TO STUD GONNEGTI 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS. (U.O.N.) (ONLY APPL ICIABLE FOR TWO STORY CONFIGURATIONS): 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. FOR STRAP- -a $d COMMON NAILS @ EA.END OF STRAP FOR C,OF EA.PLATE TO PLATFORM ABOVE&@LC OF EA.PLATE TO 2 IN.MIN.FROM TO 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ PLATFORM BELOW- 1 16d COMMON NAILS @ 16"O.C. AND BOTTOM OF JOIST PIPE OR CONDUIT MODELS NUMBERS ON PLANS. ALTERNATE CONFIGURATION 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY D(ACTUAL DEPTH) ESCAPE. IN CONFORMANCE WITH 2O15 I.R.0 CODE SEC. R310 MIN OPENING OF 5.7 SQ. FT (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ ATSTUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTK�y 16"O.C. CUTTING DRILLING AND NOTCHING DETAIL MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED 1 FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. FOR STRAP- a $d COMMON NAILS @ EA.END OF STRAP OF JOISTS 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. ( FOR C OF EA.PLATE TO PLATFORM BELOW- ALL GLAZING SHALL COMPLY WITH SECTION R308. 1 ..1Gd COMMON NAILS @ 16"O.C. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE ! :; "SIMPSON"LTP4 INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPRISING (OR EQUAL) ELEMENTS OF THE BUILDING THERMAL ENVELGREACCORDANCE WITH SECTION N1102. 13, ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: 00 AT STUD TO FLOOR ASSEMBLY TO SILLPAT ( 1 .ONN TION ❑ 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2020 SLAB ON GRADE APPLICATION:@ 32"O.C. W RCNYS SECTIONS FOR ELE=CTRICAL CODE OF NEW YORK STATE. ..*• C7 Y .`�:•,...•..;;,.;: :;• FOR STRAP- a $d COMMON NAILS @ EA.END OF STRAP ~ W W 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION ; �':'• ;'' :, FOR CLOF EA.PLATE TO PLATFORM BELOW- 1 15d COMMON NAILS 00 U OF WORK. @ 32"O.C. 0OC)0 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 AND LOCAL BUILDING DEPARTMENT. 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION R314. *TYPICAL SECTION* DETAILS co CO ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. CD FOUNDATIONS, CONCRETE AND MASONARY: z TABLE R301.2.1 .2 1. ALL FOOTINGS TO BEAR UPON FIRM, VIRGIN, UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE ¢ z FOR WOOD STRUCTURAL PANELS a,b,c,d } 2. SGIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (1)TON/SQ. FOOT. NOTE � Z z ALL STAIRS, HANDRAILS& 3. FOOTINGS TO REST MIN T-0" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO NAILING & STRAPPING EXTERIOR WINDOW/DOOR HEADER RAILINGS SHALL COMPLY d E _j L (1' RISE MAX) W/RCNYS SEC. R-311 = Q �p O 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON o PLANS. (U.O.N.) FASTENER SPACING (INCH §) TOP PLATE CD Q N Q CV LO 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FASTENER 4 FEET< 6 FEET< N w m TYPE PANEL SPAN PANEL SPAN PANEL SPAN FRAMING OR PROPER BRACING IS IN PLACE. <4 FEET <6 FEET <8 FEET FASTENING SCHEDULE B 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 7. ALL OPENINGS FOR GS FLUES, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. No. 8 WOOD SCREW BASE BORED HOLE MAX. ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW O ENING DIA.40 PERCENT ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ ANCHOR WITH 2-INCH 16 10 83 OF STUD DEPTH-," SIDES AND ENDS. U.O.N. EMBEDMENT LENGTH A [IN ACCORDANCE WITH WFCM w 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF a ~ A� r 3,000 P.S.I. ALL EXTERIOR MATERIALS TO BE AIIR-ENTRAINED. No. 10 WOOD SCREW BASED NOTATION < Oz �- ANCHOR WITH 2-INCH 16 12 9 D ROUGH A B C D E F z W HARDWOOD OR STEEL HANDRAILEDGE-1-10W m 3,500 P.S.I. GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. EMBEDMENT LENGTH OPNS U 5/8"MIN.TO 9. CONCRETE SLABS TO REST UPON MINIMUM 6"'OF FINE GRAVEL OR SAND WITH W/1 1/2"MIN. FINGER CLR.AND NOT Z U N E pp O TO PROJECT MORE THAN 4.5" o J MINIMUM 6MIL. POLY.V.B. (@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. %4-INCH LAG SCEW BASE B 2'-0" 2 1-2"x a" 1 1 1 1 I 5/8"MIN.TO EDGE [j J ANCHOR WITH 2-INCH C FROM THE WALL. 10. ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. EMBEDMENT LENGTH 16 16 16 4'-0" 4 1-2"X4" 2 2 2 2 Q W NOTCH MUST NOT - _ 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND w EXCEED 25/°OF - CD 2-2"X 4" _ � STUD DEPTH uJ O � EVERY 18" O.C. HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE 6'-0" s -orr- 3 3 3 3 c- F Ur II W/WEEP HOLES @ 4'-0"O.C. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 2-2"x 4" X BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 6(0% (� W 8'-0" 8 -ors- 3 3 3 3 LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE Z J Q 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. 1-2"X 6" SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO - U FROM FOOTING TO 2"ABOVE FINISHED GRADE, UNLESS WET SITE CONDITIONS EXCEED b.Fasteners shall be installed at opposite ends of the wood structural panel. 10'-0" 10 2-2"X 6" 4 4 4 4 9 WOOD STRINGER, STUD SECCESSIVE STUDS ARE DOUBLED --J c.Nails shall be 10d common or 12d box nails. M TREADS,&RISERS AND SO BORED J CODE LIMITS. d.Where screws are attached to masonry or masonry/stucco,they shall be W Q � 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. attached utilizing vibration-resistant anchors having a minimum ultimate 12'-0" 12 2-2"X 6" 5 4 5 4 > W W capacity of 490 pounds. ' 44 . >0 W 1-- withdrawal N PLUMBING, MECHANICAL, FUEL GAS, A/C: NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. U 'J W .4 1 1/4"NOSING LU > t- ( H Z � ,a. PLUMBING TO COMPLY WITH 2O20 I.P.C, 2020 I.M.0 AND 2020 I.F.G.C. � �Z 3 BUILDING PLANNING SECTION R301 DESIGN A :a4 . JACKS&KINGS o L>LJ W Z 0 W o AND THE BUILDING DEPARTMENT. LT'` WRAPPED UNDER DRILLING AND NOTCHING DETAIL � J - � Q M STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF�/s'AND A MAXIMUM 4 ." SILL PLATE **MINIMUM WIDTH OF STAIRS TO BE 3'-0" 0- Z U U� Q I- ❑ 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S. REQUIREMENTS. SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY OF STUDS 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL A LL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT STAIR DETAIL DWG NO SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), MENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE AND FUEL GAS CODE (CHAPTER 24)OF 2020 RCNYS SIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS VISIONS OF THE 2020 I.R.C. N.T.S. SV CAST IRON BELL (HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. a 5. THE EX. HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE.