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HomeMy WebLinkAbout51607-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51607 Date: 02/04/2025 Permission is hereby granted to: Oliver Z Roe 723 Willow Ave Hoboken, NJ 07030 To: construct single-family dwelling as applied for per SCHD approval. Premises Located at: 1375 Goose Creek Lane Ext, Southold, NY 11971 SCTM# 77.-3-18 Pursuant to application dated 01/10/2025 and approved by the Building Inspector. To expire on 02/04/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,108.63 CO-RESIDENTIAL $100.00 11 Total $2,208.63 ____ Inspector dp 4 TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt s*Hwww.southoldtowi1 . go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only W-7 PERMIT NO. ector:Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: Z OWNERS)OF ROPERTY: Name: Lt SCTM # 1000- 077(� —�3-f7� 'DilB•OUO Project Address: I —2S 6 .J.O 5 �DGO 911 Phone#: C`7 7?J3 (pC�Qj, (o Email: t e 'YIgI C . Mailing Address: -7Z3 Lju &eZA AJL � a CONTACT/P�ERSON: Name. r /�L Bqft&2— Mailing Address: O 1.A) Ml qp Phone#: (&80 3JU'Sgq Email: �T 2�S�iI �•C�v DESIGN PROFESSIONAL INFORMATION: Name: —]iE65qp4 r. � ee--. Mailing Address: it / Phone#: �h3I OP>—S$� / Email /` • L= CONTRACTOR INFORMATION: Name:Dwiac ,, N'5 Mailing Address: " CAI &NI-AM' 776 Phone#: �?'� �i Email: DESCRIPTION OF PROPOSED CONSTRUCTION P ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Esti ated Cost of Project: ❑Other $ ► 000 ..— -- Will the lot be re-graded? ❑Yes @ Will excess fill be removed from premises? ❑Yes o �� l- PROPERTY INFORMATION Existing use of property: .5F �cJtO�� Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to fZ— ul O this property? ❑Yes E o IF YES, PROVIDE A COPY. check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Mal („ 2*4thorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) 1 r TLU5tA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is them zlWr , (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this /day of ZO Notary Public ERIN E DELIVER NOTARY PUBLIC STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION SUFFOLK COUNTY LIC.#01 DE6334906 (Where the applicant is not the owner) COMM. EXP. 12/28/2027 residing atl 23 tl� 4W, !I A) AZ t" C32 do hereby authorize fr kb, 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 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 pft BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: nuV& Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 Suffolk County Dept.of Labor,Licensing&Consumer Affairs i-- �G, HOME IMPROVEMENT LICENSE Name �«U DOMINIC IASURDO II Business Name A and D Dynamic Designs Inc t"ilks certilles mt the beawer is duly licensed License Number H-46799 by the taOUnty of suffolk issued: 11105/2009 ,,, Expires: 11101/2025 commissioner It Mhsl\1�11'1 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 4 A A A A A 270894313 TRUE BLUE COVERAGE'S INC " PO BOX 151 1 PORT JEFFERSON STAT NY 11776 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER A AND D DYNAMIC DESIGNS INC TOWN OF SOUTHOLD 135 ROCKY POINT LANDING RD 54375 MAIN ROAD ROCKY POINT NY 11778 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12636 571-8 560714 12/01/2024 TO 12/01/2025 12/14/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2636 571-8, 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:IMIWW.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. PRESIDENT DOMINIC LASURDO 1 OF 1 OFFICER 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 S4 U NCE FUND P/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:278074436 i i_9A DATE(MMIDD/YYYY) 4CCOR CERTIFICATE OF LIABILITY INSURANCE �. 0912712024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policles may require an endorsement. A statement an this certificate does not confer rights to the certificate holder in lieu of such endorsement('s). CONTACT PRODUCER David Giuffre PrIGNE 518-770-7960 FAX rvNo. True Blue Coverage's,Inc. A L ); 833 478-113 9 rI PO Box 151 AODRFSS ds iuffre o Iirnum.netITITmm uNsuREr APffORMNGCOVERAGE _..._ NAIC9 ........ Port Jefferson Station NY 11776 INSURERA: Evanston Insurance Co 35375 INSURED A and D Dynamic Designs, Inc. 4NstFRR c.. 135 Rocky Point Landing Rd ENSURER a gNSURER E Rocky Point NY 11778 INSUREmWY RF 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 INS'U"CE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OFINSURANCH -.. ... �..-_.- .. POLC. ... _ ,. IN SR ADDL 9UBR POLICY'EFF POLICY F,(P LIMITS LTR Y NUMBER CLAIMS-MADE ��LLIAsIUTY ' Y Y 3AA666132 04f28l2024 04/28/2025 p A "" COMMERCIAL GENERA EACH $ 1,000,00 OCCUR PRE..I�:E,$,,,(9,?m„occurrence $ 100,000 MED EXP(Any one person) S 5.000 PERSONAL&ADV INJURY $ 1,000,000 GEN" AGGREGATE GENERALAGGREGATE - - $ 2,000,000 � 'L�uGGRE'' - APPLIES PER` POLICY1 PO. LOC PRODUCTS MP/OPAGG S 2,000,000mmmmm...... ERI: CO-.- OTH --------- AUTOMOBILE LIABILITY COMBINED;rINL3l,:,1.INIIT $ dent; ____ .... ANYAUTO BODILY INJURY(Per person) $mm.. OWNED SCHEDULED BODILY INJURY(Per accident) $ ._ .... AUTOS ONLY AUTOS L.-,... - HIRED NON-OWNED PROPERrY AWAAGF AUTOS ONLY AUTOS ONLY I''�r dr..tal $ g ...... UMBRELLA LIAB OCCUR EACH OCCURRENCE S .. EXCESS LIAB III CLAIMS-MADE AGGREGATE $ DED RFTFNTION$ $ WORKERS COMPENSATION PER OI'H- AND EMPLOYERS'UABI LITY YIN OFFICE o m NH .EACH ACCIDENT $ ANYPROPRIETORIPARTNERIEXECUTI/E E.L '..OFFICERMIEMBEREXCLUDED. , C-�uu-' ( ry ) :N!A E L.DISEASE_E_A EMPLOYEE $ DESCRIPTION OF OPERATIONS below E L,DISEASE-POLICY.. M IT.ITF If yes,describe under_ - Y LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Masonry, Tile, General Contractor. Blanket Additional Insureds and Waiver of Subrogation included. Town of Southold named as Additional Insured. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO Box 1179 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, NY 1 1 971-0959 ACCORDANCE WITH THE POLICY PROVISIONS. _.... AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016f03) The ACORD name and logo are registered marks of ACORD NEw Workers' CERTIFICATE OF INSURANCE COVERAGE .. �aRTARillk Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW _. PART 1.To be completed by NYS Disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured A AND D DYNAMIC DESIGNS INC. (631)848-0412 135 ROCKY POINT LANDING ROAD ROCKY POINT,NY 11778 1c.Federal Employer Identification Number of Insured or Social Security Work Location of hisured(Oi?fyroquired ffcoverage is speciticafNy Number firrified to certain locaf ons in New York State,i.e.,Wrap-Up Policy) 270894313 - ........................ _.. 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY Town of Southold 54375 NY-25 Southold,NY 11971 3b.Policy Number of Entity Listed in box I LNY783678001 3c.Policy effective period 10-01 2024 to 09-30-2025 4.Policy provides the following benefits: ❑x A.Both disability and Paid Family Leave benefits. ❑ B-Disability benefits only. ❑ C.Paid Family Leave benefits only. 5.Policy covers: ❑X A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the nam insured has NYS Disability andlor Paid Family Leave benefits insurance coverage as described above. TeZZo- Date Signed 09-27-2024 B g --- re of insurance carrier's to msentaive or NYS licensed insurances entofthat inctranr (Sitrnrrha�. � ��stir¢"icr) Tel her„_(2I2)65 .8074� .N,a_.me and Ttle LCABEI"tI 7ELLO..,.A.S.-S._IS_T.A.�,NT.,..DIRECT�O.._ ._A.�.....,....R__SERVICES . .... .......... IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4B,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed' By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title zed to issue t Form D NYS a and Paid Family Leave benefits p P/easeµNofe:G'mtJ°rrr�'errorrco carry - '•" is rrrsur�rvtce policies and NYS licensed insurance agents of those insurance tamers are aWhori Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) pp� 111111NI�I�iIIIIIMIl1II�II M Generated by REScheck-Web Software Compliance Certificate Project A&D Dynamic Designs, Inc. 1375 Goose Creek Lane Southold NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 3,000 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1375 Goose Creek Lane A&D Dynamic Designs, Inc. Jeffery T. Butler, P.E., P.C. Southold, NY 11971 Compliance: 7.7%Better Than Code Maximum UA: 428 Your UA: 395 Maximum 5hIGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 1,055 30.0 19.0 0.021 0.026 22 27 Vaulted Ceiling: Cathedral Ceiling 125 30.0 0.0 0.034 0.026 4 3 Ambient Walls: Wood Frame, 16" D.C. 2,593 21.0 0.0 0.057 0.060 117 123 Orientation: Unspecified Front: Solid Door(under 50%glazing) 20 0.254 0.320 5 6 Orientation: Unspecified Side: Solid Door(under 50%glazing) 20 0.254 0.320 5 6 Orientation: Unspecified North Windows:Vinyl Frame SHGC: 0.30 104 0.300 0.320 31 33 Orientation: Unspecified Project Title: A&D Dynamic Designs, Inc. 1375 Goose Creek Lane Southold NY 11971 Report date: 11/26/24 Data filename: Page 1 of10 West Windows:Vinyl Frame SHGC: 0.30 152 0.300 0.320 46 49 Orientation: Unspecified South Windows: Vinyl Frame SHGC: 0.30 102 0.300 0.320 31 33 Orientation: Unspecified East Windows: Vinyl Frame SHGC: 0.30 140 0.300 0.320 42 45 Orientation: Unspecified Garage Walls: Wood Frame, 16" o.c. 280 21.0 0.0 0.057 0.060 15 16 Orientation: Unspecified Garage: Solid Door(under 50%glazing) 20 0.189 0.320 4 6 Orientation: Unspecified IGC: All-Wood joist/Truss 280 30.0 0.0 0.033 0.047 9 13 Basement Walls: Solid Concrete or Masonry Orientation: Unspecified Wall height: 8.0' 912 15.0 0.0 0.056 0.059 48 51 Depth below grade: 7.0' Insulation depth: 8.0' Windows:Vinyl Frame SHGC: 0.30 54 0.300 0.320 16 17 Orientation: Unspecified Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Michael Caruso - HERS Rater 2024-11-26 Name-Title Signature Date Project Notes: SCTM# 1000-077.00-03.00-018.00 µ Project Title: A&D Dynamic Designs, Inc. 1375 Goose Creek Lane mSouthold NY 11971 _ Report date: 11/26/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist C�(J Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. —i�e—cti3n rield ............ - —--------........... Pre-Inspection/Plan Review Plans Verified Value ed Complies? Comments/Assumptions & Re IDJ 103.1, 'Construction drawings and ElComplies Requirement will be met. 103.2 'documentation demonstrate E]Does Not [PR111 energy code compliance for the building envelope.Thermal [:]Not Observable envelope represented on EINot Applicable construction documents. 103.1, 'Construction drawings and ElComplies Requirement will be met. 103.2, documentation demonstrate OlDoes Not ti 403.7 ;energy code compliance for E]Not Observable [PR3]1 lighting and mechanical systems. 'Systems serving multiple ;E]Not Applicable ;dwelling units must demonstrate ;compliance with the IECC "Commercial Provisions. 302.1. Heating and cooling equipment is Heating: Heating: IUCornplies Requirement will be met. '403.7 sized per ACCA Manual S based Btu r Btu/hr ElDoes Not ]2 1 1 [PR2 on loads calculated per ACCA Cooling: Cooling: tlNot Observable Manual J or other methods Btu/h r— Btu/hr EINot Applicable approved by the code official. Additional Comments/Assumptions: =Hig�.Impact'(_fi:e:r:�1=) 4T M�E�1'�W'lmpact(Tier 2) act(Tier 3) ............................ ........... ................. .......... Project Title: A&D Dynamic Designs, Inc. 1375 Goose Creek Lane Southold NY 11971 Report date: 11/26/24 Data filename: Page 3 of10 ., ...... Section Inspection LPIansValuefied Field Verified complies? �� ..._.. p &ORe ID Conditioned basemen wall R- mmITIT- ,µ R W ❑Complielses S Commen the ts/Assumptions [F04]1 insulation R-value. Where interior R a R ❑Does Not ,table for values. insulation is used, verification i❑Not Observable ,may need to occur during Insulation Inspection. Not ❑Not Applicable a required in warm-humid locations;` e in Climate Zone 3. _..... __. ...����. . .. m 303.2 Conditioned basement wall ❑Complies ;Requirement will be met. [F05]1 insuldliun installed per ❑Does Not :manufacturer's instructions. ❑Not Observable ❑Not Applicable ........... �.......... ...... ...... .._ .... . 402.2.9 Conditioned basement wall ft ft ,❑Cpmplies See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not ,table for values. -distance from top of wall. . ❑Not Observable ❑Not Applicable .._ ...... 303.2.1 A — _... protective covering is installedm❑Complies Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-and ice-melting system � � ❑Complies Exception: p tn: Requirement is not applicable. [FO12]2 controls installed. ❑Does Not 'Ai, ❑Nat Observable ❑Not Applicable Additional Comments/Assumptions: -. . ) ....... 1 High Impact(Tier 1) 2 Medium Impact(Tie r 2 3 Low Im pact(Tier 3 ........................ W_................... .............__......... _............ Project Title: A&D Dynamic Designs, Inc. 1375 Goose Creek Lane Southold NY 11971 Report date: 11/26/24 Data filename: Page 4 of10 _.......... ......... Section Plans Verified Field Verified & Re IQ Framing 9 p Value Value �IT .....Complies? comments/Assumptions q.402.1.1, Doo Rough-in Inspection U factp U � U �❑Complies See Envelope Assemblies 402.3.4 ❑Does Not „table for values. [FR1]1 ;❑Not Observable ; Not Applicable g (area-weighted _ ❑Complies ;See the Envelope Assemblies 402.1.1, Glazing U-factor(area-wei hted U- U- 402.3.1, average). UDoes Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ❑Not Applicable � 4 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or []Not Observable taken from the default table. ❑Nat Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 'installed per manufacturer's ❑Does Not `instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built `❑Complies p;Requirement will be met. [FR20]1 Js listed and labeled as meeting +❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC i400 that do not exceed code; i❑Not Applicable limits. .,.,. .r ,,o,i,,,, ,, p q _. 402.4.5M µm IC-rated recessed lightingfixtures Complies Re uiremen t will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. -]Not Observable ❑Not Applicable 403.3 1 Supply and return ducts in attics � � ._. _.__ � m IlColnplies iRequirem..._ ent will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable ,r j the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 'for< 3 inches in diameter, 403.3.2 s Requirement will be met. ,Ducts, air handlers and filter ❑Complie � - --e [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable j applicable. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable j 403.4 HVAC piping conveying fluids R- R ❑Complies ;Requirement will be met. [FR17]2 above 105 4F or chilled fluids ❑Does Not below 55 °F are insulated to ?R- 3 ;❑Not Observable 40..m--- ... _ Not Applicable 3.4.1 :Protection of insulation on HVAC OComplies ;Requirement will be met. [FR24]1 piping. ❑Does Not :❑Not Observable ❑Not Applicable ... ._._. ._.. 403.5.3 Hot water pipes are insulated to R- R ❑Complies ;,Requirement will be met. [FR18]2 >_R-3. ,❑Does Not I❑Not Observable ❑Not Applicable g p Medium Impact(Tier 2) 3 Low Impact(Tier 3) .i h Im act(Tier 1) 2,.. �_....^. ........ ._.. Project Title: A&D Dynamic Designs, Inc. 1375 Go ........ .0 Goose Creek Lane Southold NY 11971 Report date: 11/26/24 Data filename: Page 5 of10 N=uarraNr9 N�-Nra N � .N.... _.... section Value tN Verified 9 rtsfaectNort Plans Verified Feel p ?.,._.�... .......— _Assum�ptNons & Req.ID Value Automatic or gravity dampers are. ♦ G� y � ������� ❑Com�lielses ]Requirement 403.E 9 y p are _ .. p q will be met. [FRI9)2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) edium Impact(Tier 2) 3 Low Impact(Tier 3 . Project Title: A&D Dynamic µDesigns, Inc. 1375 Goose Creek Lane South t old NY 11971 Report date: 11/26J24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions 0 R.eq.1. ._ _ .,._. _. �ee.. �.. . _ —--------—...� . ......... �1 All installed insulation is labeled ❑Complies Requirement will be met. [I13]2 or the installed R-values ❑Does Not Loll provided. ❑Not Observable " ❑Not Applicable mmmmmmma _..._. "' ;OComplies See the Envelope Assemblies 402.1.1, Floor insulation R-value, R- R- 402.2.6 ❑ Wood ❑ Wood ❑Does Not stable for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable e ;❑Not Applicable ; ......... .............. _.. ...... __ ......... _.... 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable 'underside of the subfloor, or floor iframing cavity insulation is in ❑Not Applicable contact with the top side of :sheathing, or continuous insulation is installed on the a underside of floor framing and ,extends from the bottom to the top of all perimeter floor framing , members. 402.1.1, Wall insulation R-value. If this is a; R R ;❑complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ❑ Wood y❑Does Not a table for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass d❑Not Observable [I1\13]1 exterior,the exterior insulation i requirement applies (FR10). ❑ Steel ❑ Steel ;❑Not Applicable 8 303.2 'Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not `,❑Not Observable ,❑Not Applicable z Additional Comments/Assumptions: i 2 Medum lm act Tier 2) Impact(TierHi h Impact(Tier 1) IT 3) Project Title: A&D Dynamic Designs, Inc. 1375 Goose Creek Lane Southold ^mm __..........�........... NY 11971 Report date: 11/26/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- Complies See Envelope Assemblies 402.2.1, ❑ wood j❑ Wood „❑Does Not „table for values. 402.2.2, Steel ❑ Steel 402.2.E ❑ ;❑Not Observable v [Fill' I❑Not Applicable J d 303.1.1.1, ',Ceiling insulation installed per .❑Complies „Requirement will be met. 303.2 manufacturer's instructions nDoes Not [F1211 Blown insulation marked every 300 ft-. [:]Not Observable ❑Not Applicable 2.3 Vented attics with air permeable ❑Complies °Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ;❑Not Observable g ElNot Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies mRequirement will be met.. [F13]1 insulation >:R-value of the a ElDoes Not ladjacent assembly. i ❑Not Observable , A , I tlNot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 — ;❑Complies Requirement will be met, [FI17]1 Qach in Climate Zones 1-2, and 9 I❑Does Not <=3 ach in Climate Zones 3-8. I i g ;❑Not Observable i j j❑Not Applicable o 403.3.3 Ducts are pressure tested to a cfm/100 cfm/100 2 2 j❑Complies Requirement will be met. [F12711idetermine air leakage with oft I ft2 d❑Does Not ;either: Rough-in test:Total 9leakage measured with a I❑Not Observable I pressure differential of 0.1 inch ;❑Not Applicable I tw.g. across the system including a the manufacturer's air handler " enclosure if installed at time of I i test. Postconstruction test:Total j leakage measured with a d ipressure differential of 0.1 inch I m uw.g. across the entire system � o ;•including the manufacturer's air 8 P handler enclosure. _N _ 403.3 4 Duct tightness test result of<<=4 cfm/100 _ cfm/100 i❑Complies Requirement will be met.. [F14]1 Icfm/100 ft2 across the system or i ft2 a ft2 �❑Does Not a <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in E❑Not Observable 'tests, verification may need to i ❑Not Applicable i occur during, Framing Inspection. " 403.3.2.1 IAir handler leakage designated ❑Complies ;Requirement will be met. [F124]1 by manufacturer at <=2%of i❑Does Not v ;design airflow. ❑Not Observable 4. .._. ._WW. ❑Not Applicable 3.1.1 Programmable thermostats ❑Complies 'Requirement will be met. [FI9]2 installed for control of primary °❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed " ❑Complies IException: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. d ❑Not Observable 8 r❑Not Applicable 403.5.1 Circulatingservice hot water ;❑Com lies IException: Requirement is p [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable i 1 High Impact(Tier 1) 2 Medium Impact(Tier j 3 Low Impact(Tier 3) Project Title: A&D Dynamic Designs, Inc. 1375 Goose Creek Lane Southold NY 11971 Report date: 11/26/24 Data filename: Page 8 of10 &Section io D II................ _ . .. ...._ i Plans ValueVerified Field ValueVerified Assumptions 403.6.1 AlFmechan Inspection al ventilation's'stem ❑Com�l else5 Requirement cement will be ~ Y p �.Comment ...._ met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable E R403.6.1. ❑Not Applicable _..r ... .... __. - .�,.,w�...w_ .. �. ........ 403.2 Hot water boilers supplying heat ❑Complies ,,Exception: Requirement is [F126]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. _..__.. ........ .._..� ..._... 403.5.1.1 Heated water circulation systems ElComplies Exception: Requirement is [F128]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos ❑Not Applicable syphon circulation systems are s 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 B is at set-point temperature and no demand for hot water exists. __�' . w . ....... __._ �;� �. ........ 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL �s;,,-, ; =❑Does Not not applicable. 515. Controls automatically �M/ n n adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping 403.5 2 ❑C e _ __ _Demand recirculation water omp lies Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. 403.5.4 Drain water heat recovery units ❑Complies !Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. 1355,1. 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 G individual units connected to three or more showers. [06]1 90%or ............ ....._ ....e � _ ._ ....m ° more of permanent ❑Complies Requirement will be met. fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable .._... ..��...����. � .:� �. ..��. �.M,,,,, _... ... ...___... 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [F123]3 no continuous pilot light, ❑Does Not not applicable. ❑Nat Observable ❑Not Applicable .,..,;. _. _.. _. 401.3 Compliance certificate posted. ❑Complies "Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable [TI1 THi h Impact Tier 1) 2 � 4ig p ( Medium ImpactIT(Tier 2) 3 Low Impact(Tier 3) Project Title: A&D DynamiW W m Dynamic.................. Inc. 1375 Goose Creek Lane Southold NY11971 Report date: 11/26/24 Data filename: Page 9 of10 ^ Field Verified Se-lion Plans Verified Final Inspection Provisions Value Complies? Comments/Assumptions 3033 Manufacturer manuals for ElComplies Requirement will be met. [FI18]3 mechanical and water heating ElDoes Not systems have been provided. EJNot Observable E]Not Applicable Addi0omaUCommmments/Amsummptions: Project Title: A&D Dynamic Designs, Inc. l375 Goose Creek Lane Southold NYllQ7l Report date: 11/25/24 Data filename: Page lOufl0 Efficiency i aufis cate m . Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.25 . . Heating System: Cooling System: Water Heater: Name: Date; Comments M. ON-SITE STORM DRAINS OR �..,...« ».� .--- W A BWL DN6 WGaLAR- IV-0' REGHLAR6P B►61H6= IO'-0 OFF-SITE IXI5TM6 PRIVATE Y�1(5) ¢ � \ B. BUIL"DN6 ON SLAB- IO'-O' N. GATCH BASNON 5,N -LEAGHW6= 10'-0 LIE NO CLOSER THAN IM P�1 , 0 3 VAGAM la G. PORC�S,DEll HOU5E OYB A 75 0. aANL LEACHING POOLS=S'-0' PROP.SANITARY 15l POOL � z o 1235 6005E CREK LA. GANf 11EVBZr,ETC=Y-O' P. PROPERTY LINE=5'"O' 5l 100 PIll AVE py 5211:111 1000-71-3-20.0 P. MITER U E5= 10-0' Q TOP OF EMIAW-MEIT OR STEEP SLOPE 5cTM#I000-n-3-15.002 NOT Hl E. 5URFACE WATER OETL"ANIX) = I00-0' (IM SLOPE OR GREATER?= Wl (HIPROVID,PI.sLIc KA1% F. PIJULIG WELL=2001-0' R. 0LWF=W-V KEY PLAN - x w -`� K Mr wA'Ei.L )10io-& S. OOiAW 5TA' 'RAP SEPARATION DISTANCE F;3 4 SHALL BE PROVIDHD. .L U/6 ll TANKS= 10-0' T. ShdhMNG POOL.=200 � w k U/6 unLn�s=V-0' U. DECK/RAMP=5'-0' PRIVATE WELL vs SANITARY LEACHING STRUCTS 3 L. ROAD STORM DRAMS OR 0 REGHYIR6E BASMS=201-0' SCALE. I" =50-0' C7 Design Professional's Certification Required. NOTE TO GOTJTRAGTOR: Submit P.E, or R.A. Certification For PROVIDE Q0 C,Y OF RATABLE :allation and Construction of the Sewage Disposal System SOIL RESMIED TO REPLACE THE PROVIDE COVERS: FMWN;MMENT-MAINTAIN 5%GRADE: EXISTING 4Ft HIGH NOWRATEABLE O A MAX" 15%5H6641 BE MAINTAINED FOR A MINIMUM OF 20'HORIA Use Form W WM-073 SOIL RING(BETWEEN EL 6.0 AND ~� cv �� (ALL LEACHING POOLED PRECAST REW.GONG. THE W-WEST EDGE OF THE LEAGHIN6 6ALLEY5 EEF;ORE TAPERING G "DIA EL.1192')H"M EACH L.EAGFING O GVR(OR EL�JAL) SEEPA6F OF THE LEAGHHATE THROUGH THE TOE OR EDGE OF THE SIZ POLYLOIC 1~1 POOL DOLLAR ;�� E V-,a MAXIMUM DROP OF 36"OVER 20'HORIZONTALJ 6RADE OVER ETU Dim POOL (SHOW 6RD OVR LPI O EL.043' 4 LP2 0 EL tl4b' IN x143 1 EL�13b' GVR TO 6RD e e c ,. ," ;, A a ,r " ADE AEV 3 p� ,,. ,;rw,i^ r�P ^'.'•" a N„� ;.' r�, ,� w� � " IU,wa .,�.www„ �:�w ^,;". s'i m �+ XI�}.�JI ,,j, r-"r ,X% .ti.. o,,. ® �, : : »€ �, ! A I• l 1 1 R 1 ," ,, " " ,«. _, � w r i ¢ I � 1 I I ;, �p , ,"I I {i Sp � { I�" ! qg ". ''0 SW " .`, ,., uaa„.�"r.'a ' " � ^ e : % � r � I Ip ei ! jp udll � : 8 : ;q 1. 1 { L, ` < I . . I° 1pllM,; ? . c I r „', ", a .e °.ro ! u. 4. „y t., , i,, r ! I .. _ ,. rp C { 4 ; .. LI I. P% Ap I ., ➢+ 6p ] %.. ,• �, 'V : „tl 11.4111 { _. DISL FOOL IB M.FL 24 MAWIiOLE .. TA.GMRro EL. �-•f123 p 1 ,". f «, '�, , a 5.„,. � _p..� •,. n4,r,.'� U , n"., 4 ^ 1 Y r 1 A. I, d , , I. l ; ! � , :, p :: q 4 ( � d � F . X I i � 7 G t ^ :• .; o : h l « tl. E ' fl r r ! p ^ i V a r U i ;w l P k I I, , I ,. Ilq..l.. rr r ... Gt ° vk yltp l� Iq 1 kI1 Vp tl I. fl 4 r. I III % I Ilp L k,,lp , ICI . U V ✓, I I '"6 m Cyi p r % II"aAATI' j a 8 f T:0 .II. 2 1 5 ! 1 �-y TO ESE USED I I~I.,. I,$� r ,.! ,.9.�, — F " =II e 1 1 1 { Y 1 /P d % p ",• " O. i l ? I I tl ! r % i i ar i I I S fl � ( i a p i «1 I � � � � r 1 � ✓"% r. � i �d` „ �',«"� � ''� k G� —T _: : I ...... - FLOC-LOW LINE! - FUJI I i i t i i: r a 41M�.IOTIo ►LACED TREATMENT ,, , ` I 'i s I X I c I u ' �' P � {p� r 1 I r � » r r { UPON EXPANSION: 4"0 5DR 35 PIPE, ��SOIL •I N0� ; , jT(ETU) It" Aq AR REPLACE '5M't '6P^ M_JEL CENS k ; DP TO LPI I LP2, RATEA� i SOL t�AV$�. � RATEABLE 4 � I 19.42 LINFT.(WORSE CASE NATIVE SOIL " W RAC�: NAEVE SOIL'' GRAVEL I " p IdSE'SP'OR / (SP OR Si PER USE Sp,OR SN / K " MIN.SLOPE =16'/LIN FT + I ^ �i p l ASTM STAHID — '. ASTM�'A A ) {" I � Y LP 1 & LP2 � ' ' " ,c ASTM Sr,�ARDS I» ;� � EXF l 0. �"xJV ;42" _ � �'' ✓ ,,, , = "" LEACHING POOLS ��, �" a EXPAN510HJ ✓ " 0 or "� r '�✓ ' `'" 1. r � o n OF u L � p, r .Iypl fl fl i jw r *' ✓'` ,, " °„ W i %p 4AP Ir ,✓,r'"t .��,"r'� ✓° ",�,+"" " ,«, ",,,u ","^,'u^'`u'"ti~v'✓""«,, '"✓''`;�r'�'»,w,^"✓",,^^` ,'' > ,,„ .u„`, *w '„ Y '", `'^• �9 p i ETU TO DP 54A UN FT. r, ✓ IJ " :, p l ( U ' - — b ,✓• " ✓ \3.0' ,"w"",.^'""•'1,«"' w- �� ✓,,,u '''u" .„ `fl..,. . " 4 25 r ✓ ,N SAS. . G � NATIVE „ .. ^ MN SI.oPE Ib /LIN FT .. �' ° PrrPl, 34�'16 x Jb - "- ' �Il 035 MIN SLOPE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,. p b Vi 8' PIA POOL \ ,r, PERMIT FOR APPROVAL OF CONSTRUCTION FORA SINGLE FAMILY RESIDENCE C,�R�LY � ✓ �� � r w � s / :� � r 1g �� ;,, ^•w"• � "*" „`� ^'" '^""�, y*. "+ r rJ1 � r"*.., `w`" ��,' ✓" �`�r'�"^�'✓""a,�"^ w"'"� '�^� "u, � �� �, .�" '".," u`,u a a� ✓` � � EXP °✓ w �," z `: „„� ," �/�/ .° LPG 1T0 0%MAX.TAPER PK 2.34 MAX DROP C SATE 1/10/25 S� �F. NO. R-24-1599 , � . o m ' RAT ahl3 ,r CPS 170ll MAX.TAPER OK(255'MAX DROP c •, � , '• _ ATtieE SILL ' APPROVED 1 f )IAGRAM FOR �A?CIMUM OF 4 BnH�QrMS i" DN-SITE EXPIRES THREE YEARS FROM DATE OF APPROVAL � �, � � „° � � � � , � x � 1'STEM µM' EXPECTE12 GROUI WER 0 EL.05' � ' �,,,„ ~«, TI_5Tt101E BY 51-IOr�I HEREIN,513=TENS Dws. " r ON HI61$5 FOIND 0 EL.03',175'BMW 6RD/TE�iT HOLE ✓' NOTE: IN TIDAL AREAS SANITARY SYSTEM DESIGN 15 BASED "w /�." "•, /. ,:, "ti✓ �°� ,« ✓,. / u T EXPECTED 6R0UN"TER ELEVATION. BORING 51M DRAWING SP2 FOR SANITARY RISER VIA.AND STRUCTURE/GOMPOI SSeSs'aYs S" 17 DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). WIND SUBJECT-0 DAMAGE FROM GROUND SPECIAL SEISMIC FROST WINTER AIR ANNUAL ICE BARRIER USE/ SNOW SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LIPTE DESIGN FREEZING MEAN UNDERLAYMENT FLOOD LIVE DEAD WALL SHEATHING OCCUPANCY MEAN ASPECT TYPE OF LOAD MPH ATAGORY EFFECTS REGION DEBRIS ZONE CATAGORY WEATHERING DEFTH TERMITE DECAY TEMP. INDEX TEMP REQUIRED HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION HARDIE BOARD CONT. RIDGE VENT MODERATE SLIGHT TO FROM CURRENT PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=1,486 SQ.FT. AND BATTEN 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES FIRM MAPS 40 psf,20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf, SFD 34'-0" 28'-8" 1:3 ECOND FLOOR=970 S .FT TYPE V SIDING, TYP, 2020 NYS UNIFORM CODE: ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,NN WINDOW PERFORMANCE DATA:MAY VARY DEPENDING ON HIGH WIND CONNECTION THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 ASPHALT ROOF THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE EXISTING GRADE CONDITIONS REQUIREMENTS ALL WINDOWS BY ANDERSEN,SERIES 400 DOUBLE HUNG ENERGY CONSERVATION CONSTRUCTION CODE SHINGLES (TYP) WITH 2O20 RESIDENTIAL BUILDING CODE U=.30,SHGC=.30,DP 30,DUEL PANE (https://www.andersenwindows.com) ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER PUBLISHED BY NEW YORK STATE. 12 z AZEK SOIL BEARING CAPACITY FOR THIS SITE MECHANICAL SYSTEM FEATURES: - TRIM AND TO THE BEST OF OUR KNOWLEDGE,THESE PLANS IS BASED ON TEST HOLES BY OTHERS AND HAS BEEN DETERMINED TO BE HEATING:NATURAL GAS HYDRONIC DISTRIBUTION,95%EFF 10 FASCIA COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND PSI(S BEEN PER TABLE R401 B WATER HEATING:INSTANT HOT WATER,NATURAL GAS 95%EFF,O GAL AND CONSTRUCTION CODES. COOLING:AIR CONDITIONER,ELECTRIC, 14.5 SEER ARDIE PLAN - OF THE 2020 RESIDENTIAL BUILDING CODE DUCT LEAKAGE TO OUTSIDE 50.00 CFM25 IDING, TYP. SHEAR WALLBRACED WALL DESIGNED WITH OPENINGS, PUBLISHED BY NEW YORK STATE. ENERGY RECOVERY VENTALATOR: 100CFM,23 WATTS b/�4 WEATHERBOARD, EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM TABLE R301.7 PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING FLASH _ 2015 130 MPH,TABLE 12 AND 13. ALLOWABLE DEFLECTION ENERGY COMPLIANCE: OF STRUCTUAL MEMBERS(b,c) REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD TOP OF CEILING ALLOWABLE AND PATH TO COMPLIANCE. DEFLECTION AIR SEALING NOTES: - - TRUAL MEMBER RAFTERS HAVING SLOPES GREATER THAN RA NO FINISHED CEILING ATTACHED TO RA U180 THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; WITH RAFTERS THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE INTERIOR WALLS AND PARTICIANS W180 WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS FLOORS V360 (CHECKLIST)OF THE 2015 IECC. CEILINGS WITH BRITTLE FINISHES N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL O0 (INCLUDING PLASTER AND STUCCO) U360 BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE CEILINGS WITH FLEXIBLE FINISHES V24o THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT lEJ11 Z (INCLUDING GYPSUM BOARD) R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) _____ ______________ 12 ALL OTHER STRUCTURAL MEMBERS Vz4o AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC 12 --- _____-'-'_"'__ _ 12 3 $ EXTERIOR WALLS-WIND LOADS (a)WITH AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING ____ METAL STANDINGS � PLASTER OR STUCCO FINISHES V36o DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, TOP OF SUBFLOOR - - I SEAM ROOF, TYP. EXTERIOR WALLS-WIND LOADS(a)WITH OTHER THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND BRrrrLE FINISHES V240 SERVICE WATER HEATING EQUIPMENT. EXTERIOR WALLS-WIND LOADS(a)WITH THE ENG:NNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY TOP OF CEILING - - FLEXIBLE FINISHES V120(d) THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION LINTELS SUPPORTING MASONRY V� OF ANY COMPONENTS OR FINISHES. VENEER WALLS(e) NOTE:I=SPAN LENGTH,H=SPAN HEIGHT TABLE R301.5 all HB<G FIBERGLASS a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) ® COLUMN, TYP. THE WIND LOAD SHALL BE PERM=D TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). USE LIVE LOAD z b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH N o OF THE CANTILEVER. w a c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED UNINHABITABLE ATTICS WITHOUT STORAGE 10 Y UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 N HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 BALCONIES(EXTERIOR)AND DECKS 40 0 FIRE ESCAPES 40 GUARDS AND HANDRAILS 200 STEPS 4 RAILS GUARD IN-FILL COMPONENTS 50 G TOP OF SUBFLOOR - - TO GRADE PASSENGER VEHICLE GARAGES 50 00 PER CODE ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 TOP OF FOUNDATION - - STAIRS 40 ® ® ® TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE Ll PER SQUARE FOOT OF HORIZONTAL PROJECTION ® ® ® TRIBUTARY LOADED AREA IN SQUARE FEET WOOD STEPS PER CODE FOR ANY STRUCTURAL ( , ® ® ® CONTRACTOR TO PROVIDE RAIL MEMBER PER CODE WHERE ELEVATION CHANGE® ROOF SLOPE 0 TO 201 TO OVER X l® ® IS GREATER THAN 30 PER 2020 NYS CODE 200 600 600 , FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 IU � `- TOP OF SLAB - (1:3) n. RISE 4 INCHES PER FOOT(1:3)TO LESS THAN <� 12 INCHES PER FOOT(1:1) 16 14 12 0 1^ °^ FRONT ELEVATION RISE 12 INCHES PER FOOT(1:1) ff N r TOP OF FOOTING ----' -- AND GREATER 12 12 12 �[ ct) m � to mz � -- CONT, RIDGE VENT (L 0 to ff TYPE V WOOD FRAME 6"DIA. 12 U' CONSTRUCTION BASED SECTION R312:GUARDS AND WINDOW FALL PROTECTION ON SECTION 602 OF THE BCNYS R312.1 GUARDS. cm-ASPHALT ROOF SHINGLES (TYP) GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 - ENCzINEER: REFLECTIVE RED PANTONE� �� R312.1.1 WHERE REQUIRED. (PMS#187) N GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING i (� SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR _ ' �`! T. 0� REFLECTIVE WHITE 1/2„ 4" GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO _ :_ - '��' STROKE THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED SIGN FOR WOOD FLOOR AND AS A GUARD. W m i i W WOOD ROOFING FRAMING R312.1.2 HEIGHT. TOP OF CEILING --7 7-- Z Z REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES 073493 TRUSS IDENTIFICATION SIGN: WA K vN IN AS MEASURED VERTICALLY ABOVE THE DJACENT G SURF E OR THE LINE CONNEC TINGING THE NOS GS A�OFESSIONP� IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION EXCEPTIONS: SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT CONT.RIDGE VENT JEFFREY T. BUTLER,"P.E. TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE _ - COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES CONNECTING THE NOSINGS. WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD _ 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN CONSTRUCTION AND/OR TIMBER CONSTRUCTION. SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 ,�, 12 0 a m INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED APRON FLASH, TYP. ASPHALT ROOF B O O R301.2.2.2WEIGHTS OF MATERIALS. VERTICALLY FROM A LINE CONNECTING THE NOSINGS. HINGLES (TYP) W N o rc IL AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT R312.1.3 OPENING LIMITATIONS. 3 1� METAL STANDING U Q a 'v (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING TOP OF 3UBFLOOR - -- SEAM ROOF, TYP, z i O HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A "' Z Z g FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. SPHERE 4 INCHES(102 MM)IN DIAMETER. TOP OF CEILING -= -- _ Q O u DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: EXCEPTIONS: J cIl ~ Q 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE W Q m 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE WOOD WALLS. OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. a tu 0 m� 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT W V z r ok 2.FOURTEEN POUNDS PER SQUARE.FOOT(670 PA)FOR EXTERIOR LIGHT- ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. ® FRAME COLD-FORMED STEEL WALLS. R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. N _j 0 VINYL RAIL 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE o 0 0 SYSTEM, TYP. 0 0 I 0 WOOD WALLS. REQUIREMENTS OF SECTION R317.4. o W - N STEPS t RAILS -4 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAME R312.2 WINDOW FALL PROTECTION. r 0 COLD-FORMED STEEL WALLS. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH TO GRADE Q ctl z SECTIONS R312.2.1 AND R312.2.2. PER CODE 0 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) Li MASONRY WALLS. R312.2.1 WINDOW SILLS. __ O , INDWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW TOP OF SUBFLOOR - U 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED c6 U- (152 MM)CONCRETE WALLS. FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE TOP OF FOUNDATION --'" -- OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE 7.TEN POUNDS PER SQUARE FOOT 1(480 PA)FOR SIP WALLS. OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: O U $ n 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER EXCEPTIONS: (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 FOUNDS PER 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL DEVICES THAT COMPLY WITH ASTM F2090. RIGHT ELEVATION BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL "oo WITH TABLE R602.10.3(4). DEVICES THAT COMPLY WITH SECTION R312.2.2. PAGE : 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE R312.2.2 WINDOW OPENING CONTROL DEVICES. PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. AND R703. THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT O 1 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN TOP OF FOOTING -- -- CHAPTER 10. THE AREA REQUIRED BY SECTION R310.2.1. CONT. RIDGE VENTo _ i / — \•\ / •\ — — — 12 i i/ •\•\ o i •\ z I / �\ Ld n i TOP OF CEILING-- \ z �I — — --TOP OF CEILING •\ -� _ a-' i 49.8' r�I I� al 00 � \•\ I� i •\ IZ I 'o TOP OF SUBFLOOR -- -- ,\ / TOP OF CEILING — -- --TOP OF SUBFLOOR `TOP OF CEILING \,\ I / �--- —-—-—-—-—- ---- \ 0 F --EL.TOP OF 6UBFLO0 •20.55 -- ------ -----_y EL.-20.55-- --1'OP OF SUBFLOOR ' M z Z 12 AVG,GRADE-- ------------------ EL, •18.65' 10 a EL.•I1,1'-----------------­--AVG.GRADE I I •\ I W z i i •\ o TOP OF CEILING — — 01 01 / •\ — —TOP OF CEILING = ff o I 11.4' / 21.9' -- -- w o ILl C) o0 60 00 4so i •\.\ ' TOP OF 81FELOOR — i ---- o —TOP OF SUBFLOOR TOP OF CEILING ---- _y/ bh •\ I —TOP OF CEILING — -------- ---- REAR ELEVATION - o 0 o � , U ars'TOP of sueFLooR — —EL.•20,55' EL. •20,55'— —TOP OF SUBFLOOR TOP OF FOUNDATION —-— __ TOP OF FOUNDATION EL.• 18.55'-- --AVG,GRADE ®®� � — ` � X --EL.•18.2' V ,,,,•t LL O r p� r N U�1 mOm � X30 CONT. RIDGE VENT O W cQ z l.0 cfi — 1..0 VEER: �OF E Y �7 I I " 5/4"x4" AZEK TRIM, TYF. i� - chi �.E�=iJ c OA �3496 5/4"x4" AZEfC ESS1NPR .: 122 — — — — CORNERS, TYP. JEFFREY T, BUTLER, P.E. 5 12 O m mmA ----- UILa O Q � W z O W w O lu LLI q W � zr Q w O CC W 0 Y o ----- QU) m � z° O g — u LL CC n" N t v z o Q � u � Q LEFT ELEVATION PAGE : 2 of 9 TABLE R402.2 SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. MINIMUM SPECIFIED EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, COMPRESIVE STRENGTH(fc) (A FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES 26'8" TYPE OR LOCATIONS OF WEATHERINNG POTENTIAL AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF CONCRETE STRUCTURES (A)THE TOP OF HE FOOTING OR(B)6INCHES(152 MM)BELOW HE TOP OF NEGLIGIBLE MODERATE SEVERE HE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL 9'6" 6'2" 9'6" 1'6" BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2, HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED 18 DIA x MIN 48 DEEP EXPOSED TO THE WEATHER 500(C) TO HE EXTERIOR OF HE WALL.THE PARGING SHALL BE DAMPPROOFED IN OR TO UNDISTURBED SOIL BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT ACCORDANCE WITH ONE OF HE FOLLOWING: GARAGE FLOOR SLABS 2,500 2,500 2,500(C) 1.BITUMINOUS COATING. P,C. PIER WITH 6x6 ACQ BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND 2.THREE POUNDS PER SQUARE YARD(L63 KG/N12)OF ACRYLIC MODIFIED POST TO DECK GIRDER, OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000(D) 3,000(D) CEMENT. ANCHOR w/ SIMPSON ABU66 PORCHES,CARPORT SLABS AND STEPS EXPOSED W THE 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT PER DETAIL SHEET, TYP. '--'--, '-----' '-----' WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(D,E,F) 3,500(D,E,F) COMPLYING WITH ASTM C887. -� L.O. DECK ABOVE 1 11 % I 1 ,--. 1 INSTALL 16" DIAMETER SONOTUBES 1 i -++----------'---'---------------++---4+------------------------------+♦- 1 4.ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. I 1 FOR SI:1 POUND PER SQUARE INCH=6.895 KPA. -- - - - - Q 5.OTHER APPROVED METHODS OR MATERIALS. ON 24"x24"x24" DEEP P.C. FOOTING 1 1 i 1 (4)2x10 ACQ GIRDER 1 % 11 (4J2x10 ACQ CARDER 1 % 1 i 1 A.AT 28 PSI. `1-�, , , `-_, , 1 •-�1' , EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A -+ - --+ -- +-+ B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. MATERIAL IS APPROVED FOR DIRECT APPLICATION TO HE MASONRY. --J 12'3" `- 12'3" : C.CONCRETE IN THESE LOCATIONS HAT MAY BE SUBJECT TO FREEZING AND THAWING CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF HE 1 DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING NOTE: PROVIDE SOLID BLOCKING PROVIDE TIE DOWNS AT EACH CORNER D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF HE WALL. UNDER COLUMNS ABOVE TO GIRDER 1 SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 5/8° ANCHOR BOLT, F.FOR GARAGE FLOORS WITHE.SEE SECTION R402.2 FOR NA STEEL-TROWELED IMUM CEMENT CONTENT. SH,REDUCTION OF HE TOTAL AIR CONTENT N AREAS NWHERE A HIGH WATER TABE AND MASONRY LE OR(HER EVEREOSOIL WATER � QU � - Q1 O : (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF HE SPECIFIED CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT 1 oo U= 1 PROVIDE 5/8 ANCHOR BOLTS 36 O.C. MAX, COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE b Q �0 j WITHIN I' OF EACH SPLICE IN SILL PLATE SHALL BE WATERPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING 1 c0 p I SEE DETAIL SHEET FOR INSTALLATION NOTE: OR(B)6 INCHES(152 MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE cv ALL LUMBER THAT COMES IN CONTACT WITH FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH CONCRETE WILL BE ACQ j LUMBER. ONE OF THE FOLLOWING:2x10 ACQ LEDGER,LAG TO BOX BEAM i 1.TWO-PLY HOT-MOPPED FELTS. (SE 'L7ET�ILT FORZ'Z?NNELTI N) I ALL FASTENERS FASTENERS FOR PRESSURE _ o TREATED WOOD ARE TO BE HOT DIPPED 3.SIX MIL(0.15 MM DPOLYVI)NYL CHLORIDEG p e . 1 1 o o GALVANIZED OR STAINLESS STEEL PER R317.3 4.SIX-MIL(0.15 MM)POLYETHYLENE. N 1 2x10 AG LEDGER,LAG TO BOX BEAM: : : jx10 ACQ LEDGER,LAG TO BOX BEAM r+-Y�L'LrD -8�L'£T�C7R-001d1iL'Ofh7t4�+ I I Y'�L'Q-Dl•TzstL�✓ t'T FCR'COIdTi Ttt7h1) -++ N N BACKFILL SHALL NOT BE PLACED AGAINST THE 5.SIX FORTY-MIL(1 MM)POLYMER-MODIFIED ASPHALT. 1 AS D, 6.SIXTY-MIL(1.5 MM)FLEXIBLE POLYMER CEMENT. 1 �e � pe n• �e I WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH 7.ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF a URNA i AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, COATING. z I I OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT 8.SIXTY-MIL(1.5 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. O EGRESS WELL i MECH, RM. ° i EGRESS WELL DAMAGE BY THE BACKFILL(SECTION R404.1.7) ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALEDTO WITH LADDER 1 a P.C. GWB ON 1 WITH LADDER WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. ---- ----+ c c ° L------ ---- If o WALLS AND CEILING o PROVIDE 5/8"ANCHOR BOLTS, EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, PER CODE WITH PER CODE WITH 36"O.C., 12"FROM EACH CORNER CHLORINATED HYDROCARBONS,KETONES AND ESTERS SHALL NOT BE USED ",4DJUST-A-GRATE" 1 d PER CODE 'v I � 8' 10" 4'10" 8'10" i "ADJUST-A-GRATE" � OR WALL BREAK,AND 12"MAX FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF COVER -- 3-6°--+ --376" - 1 1 COVER FROM EACH SPLICE IN SILL PLATE PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS,LATEX COATINGS, 1 1 1 3'0" 1 1 1 MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING (FROM WFCM TABLE 3.2A)INSTALL ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449.HOT u WITH 28"MIN EMBEDMENT IN 3000 ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F(930C). PSI CONCRETE. 1 : : �' : , , R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. SEE DETAIL SHEET FOR �I /� /� CELLAR � WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED o1 `t EXCAVATED CELLAR � i� i i HIGH WIND CONNECTION BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTIONS 71 �� x 13 \ I 1 REQUIREMENTS R406.3.1 THROUGH R406.3.4. Z I 1 <t 4 P,C. SLAB (3500 PSI) ON 4 MIL VINYL I C 1 1 = I m VAPOR BARRIER ON 4" COMPACTED i - i i R406.3.1 PANEL JOINT SEALED. v1 I N POUROUS FILL N i i PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED p 1 1 `+' FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A m Ai 1 N e i i i A MOISTUREPROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND 1 -- -----�- , o ------- + 1 MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. w 1 1 N C,O, 1 0 0 R406.3.2 BELOW-GRADE MOISTURE BARRIER. _ I i 1 F 1 --'--+ j A 6-MIL THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE w 1 1 14" TA560 F.J. Is 16" O.C. o i DROP TOP I BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO I 1 I OF FOUNDATION I o BACKFILLING.JOINTS IN THE POLYETHYLENE FILM SHALL BE LAPPED 6 00 ___ _______________________________-________________--__--_______-___ _ 1_---------____r_______, F_ INCHES(152 MM)AND SEALED WITH ADHESIVE.HE TOP EDGE OF HE DROP TOP 1 D° i TO 6 A BOVE [`I POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A 1 FINISHED GRADE SEAL.FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM OF FOUNDATION i a FINISHED RECREATION ROOM 2x4 WALL ON INSIDE : MECHANICAL DAMAGE AND EXPOSURE BY APRESSURE-PRESERVATIVE TO (9" ABOVE j 8'0" CLG. HGT, WITH R-15 INSULATION a 1 TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL FINISHED GRADE 1 D INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY : , 1/2 GWB ON CEILING 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STRIP AND THE I ' a� 4,8„ WALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP d o TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE 23' 10" ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.HE -- --+ POLYETHYLENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD i v e------- T+`� FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL p 'm+'z O i 1 1 OR CRUSHED STONE FOOTING. 1 tQ I --- ---------------------------------+ ° 'Z I \` �'� I 1 1 D L_ _.}. R406.3.3 POROUS FILL. 1 V-POUR 24" WIDE x 12" DEEP a (Y O I o THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL n 1 2xa ACQ D. . g 1 BE BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A o- o �. , i HAUNCH AT GARAGE WALL O . 6 o,c. " .4 X __ 4 I HEIGHT OF I FOOT(305 MM)ABOVE THE FOOTING FOR WELL-DRAINED SITES, % LL pe, +- -------------------------- I PROVIDE (2) "4 REBAR CONT, w o i V OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. I 1 1 I n ^ 1 1111 THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) uj Z �. 2x6 WALL ON 2x6 ACQ PLATE , N ��i A ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER o� INSULATE w/ R-21 5/8" GWS Q i ti-bpi SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SOILS. n Wm I 1 ON BOTH SIDES I 1 a w 1 1 -�rli +� �' O R406.3.4 BACKFILL 0 iu I���--111�' I THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH 3 w L---- : THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. Y N fli 'If W r R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFING. 1 a 1 1 I " �� I EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, O (2) 1 3/4Tx14_LVL F,J, _ _ 1 PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR X }- i i i i I 1 USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTION R406.1. tu t O a ; II F,C, GWB O ON GARAGE WALLS i i I i R406.4.1 PANEL JOINTS SEALED. z dJ 1 1 1 1 I PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL • f� 1 ; AND CEILING PER CODE i i i i 1 ; D i HEIGHT WITH A SEALANT MEETING ASTM C920,TYPE S OR M,GRADE NS, O CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN (� ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. (1 1� O L 1 : (2) 13/4"x14" L_VL P.J. i - I o 1 0 11 11 (2) 1 3/4"x14" LVL F,J,-+-►1 1 a-4 i `O I I \Y I ii, -� 1 I (2) 3/4 xl4 LVL F,J. I T 0 1 U- (2) 3 1/2" STEEL COLUMNS I __ __, : U- o 30"x5ro"x12" POURED CONCRETE FOOTING UP I I 11 I I 1 1 1 1 ENGINEER: I i i (2) 1 3/4"xl4" LVL F.J. 1 1 I I 1 1 I 1 21 1 r- --I F NEW 3 1/2" STEEL COLUMN I � T YO 30"x30"x12" POURED i GjP < 1 1 1 I CONCRETE FOOTING ' '��, *. D (TYPICAL) LIJ I 1 d l I I '• O n - 1 W i a --- ja)- ZL4DR------ o ------ - �O 73 4 9 • 9'0"x7'0"O.H.D. NP 1 FESSIO +------ ' 2SE ACQ C€DCs)EET F cR TO BO CONNECTION) o v v„ „� � • • STUD/POST JEFFREY T. BUTLER, P.E. r. , (SE DETAIL SHEET FOR CONNECTION) : � o< e p e - o" e p e - 1 L ------------------------------------+, 2x10 ACQ LEDGER, LAG TO BOX BEA : • [� m i Lj Lj (SEE DETAIL SHEET FOR CONNECTION oo i • O ? I •• Fes- m U= Q Q U j 13 3/16" O Q 8 1 ml/A d O I PILOT HOLES FOR W O N 'o I cv I1'10" 6x6 • ACQ POST, U= MANUFACTURING U ll- WRAP w/ AZEK, TYP. =� -� cp • I PURPOSES „ n _ (4)2x10 ACQ GIRDER 6'1'/2" 5'10'/i' cx W 1u O O a O IS DIA x MIN 48 DEEP 11 1 -1 I � -1 FLOOR -- 1 0 FLOOR z V O O Q OR TO UNDISTURBED SOIL -,' 1 L.O, PORCH ABOVE '-- --' '-- +-' Q P.C. PIER WITH 6x6 ACQ (4)2x10 ACQ GIRDER to 1 1 - 11 1 JOIST - O CIl 7�1J2x10 ACQ GIR 1 . 1 IS DIA x MIN 48 DEEP � O - ---------------Ia----r-1-----------++ 1 OR TO UNDISTURBED SOIL 3/•a 13/8" 1 ° POST TO DECK GIRDER. - - - -�+--�-�+- - `, ANCHOR w/ SIMOSON ABU66 L.D. PORCH ABOVE `--' 1 THREADED W ° ----+ L-----+ P.C. PIER WITH 6x6 ACQ O a PER DETAIL SHEET, TYP. ROD W El O a INSTALL IS" DIAMETER SONOTUBES POST TO DECK GIRDER. HDU W (�/ W r g ON 24"x24"x24" DEEP P.C. FOOTING ANCHOR w/ SIMPSON HEFT, T ABU66 V z t- PER DETAIL SHEET, TYP, •• O W (� `( INSTALL IS" DIAMETER SONOTUBES • m � O DROP WALL, TAPER AND ON 24"44"44" DEEP P.C. FOOTING Q O O O EXTEND TO MEET GRADE O 3: O W %5 Z3 v • 0 Z O o TYPICAL HDU TIE BETWEEN FLOORS ol 1� 4 N t o ° 6 4 S 10' PRESERVATIVE-TREATED (L V v BARRIER MAY BE 12'2" 13'0" 11611 o REQUIRED = W O Q Q • °o FOR HOLDOWNS,PER ASTM TEST STANDARDS, U ° 2618" ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT o ° . PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, o • ° WITH CONSIDERATION GIVEN TO POSSIBLE BASEMENT ENERGY COMPLIANCE: 0 UND +ION FLAN c a FUTURE WOOD SHRINKAGE.CARE SHOULD ENERGY COMPLIANCE USING TABLE NI 102.1,SIMPLIFIED I BETAKEN TO NOT OVER-TORQUE THE NUT. PRESCRIPTIVE BUILDING ENVELOPE THERMAL VERTICAL HDU INSTALLATION IMPACT WRENCHES SHOULD NOT BE USED. COMPONENT CRITERIA. SMOKE DETECTOR • FOR THIS CLIMATE ZONE AND DEGREE DAYS PAGE (5,500-5,999)THE REQUIRED BASEMENT WALL INTERCONNECT PER CODE HDU5 DETAILS 2THEINSULATION R VALUE IS Rlo MIN. CARBON MONOXIDE DETECTOR MANUFACTURED BY SIMPSON PROPOSED R VALUE FOR THE BASEMENT WALLS STRONG-TIE COMPANY, 3 o f g IS R-IS(COMPONENT PASSES) ONE PER FLOOR INC. NOT TO SCALE I SECTION R310:EMERGENCY ESCAPE AND RESCUE OPENINGS 26'8" R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. 25'2" BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE 9'6" 6 2" 9'6" 1'6" NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN 2'6" 20'2" 2'6" EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH 5'0" 4'6" 4'6" 5'0" SLEEPING ROOM.EMERGENCY:ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTIONS: 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL WOOD STEPS PER CODE EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET CONTRACTOR TO PROVIDE RAIL _ _ __ _ _ _ __ _ _ _ (18.58 SQ.M.). PER CODE WHERE ELEVATION CHANGE x v x V 8" HBtCs FIBERGLASS 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, IS GREATER THAN 30" PER 2020 NYS CODE COLUMN, TYP, 25'2„ / SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE ' EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT Lu HAS ONE OF THE FOLLOWING: ' Q % i Ll 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE EMERGENCY ESCAPE AND RESCUE OPENING. 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R311. lY 0 COVERED ' x REAR PORCH R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. ` O r+ z It `� \y @ 5/4"x6" DECKING o v EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM i i� +� b THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING x U \ / x� AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY It -t WITH ASTM F2090. ' m N R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. c I % EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM c DIMENSIONS AS SPECIFIED IN THIS SECTION. N 6 0" 6'0" N R310.2.1 MINIMUM OPENING AREA. 6 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR (2) 10 HDR i (2)2x10 DR O OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR c0 OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY PREFAB,ZERO CLEARANCE THE NORMAL OPERATION OF'1 HE EMERGENCY ESCAPE AND RESCUE GAS D.V.FIREPLACE WITH ` ' a 21 OPENING FROM THE INSIDE.T14E NET CLEAR HEIGHT OF THE OPENING SHALL zo"HEARTH PER CODER INTAKE KE Y PROVIDE FRESH AIR INTAKE BE NOT LESS THAN 24 INCHES(6 10 MM)AND THE NET CLEAR WIDTH SHALL od so AND GLASS DOORS PER CODE BE NOT LESS THAN 20 INCHES(508 MM). VERIFY SIZE,RAISED HEARTH �O EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING.AREA OF NOT LESS THAN 5 SQUARE FEET lk (k (0.465 SQ.M.) A x8 R.R. m 16" O,C, 1 2x8 R.R. 6 lfo" O.C, Q TW2646 TW2646 WALL ABOVE R310.2.2 WINDOW SILL HEIGHT'. 31 --------- -----------------L-�---- --- ------------------- --------- .1,.. -; _ WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE (3) 1 3/4 x14 LVL F.J. -> (2)2xl HDR )2x10 HDR N N OPENING,TT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES kn (1118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,IT om SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION 1 2x10 C.J. 16° O,G, AT 9'6° A,F,F, I r r 3 z R310.2.3. _ x FAMILY ROOM z F I I � N —► �— S'O" CLG, HGT, 'L R310.2.3WINDOW WELLS. I BEDROOM 03 BEDROOM 04 1 `^ cl � THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 1 'B 6 CLG, HGT, S'6 CLG. HGT, SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF N Q I I Q N m WOOD STEPS PER CODE W NOT LESS THAN 36 INCHES(91.4 MM).THE AREA OF THE WINDOW WELL SHALL _ = 14 TJI 560 F.J. m 16�� O,C, � ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY a I o o I �r CONTRACTOR TO PROVIDE RAIL = o 0 OPENED. m O 1 0 o I O m PER CODE WHERE ELEVATION CHANGE EXCEPTION:THE LADDER OR!STEPS REQUIRED BY SECTION R310.2.3.1 SHALL I 2x10 R.R. • 16" O.C. 2x10 R.R, 16" O.C. �1 ^ 24 2 IS GREATER THAN 30" PER 2020 NYS CODE BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE � REQUIRED DIMENSIONS OF THE WINDOW WELL. 1 11'10" 12'0" 1 0 00 N R310.2.3.1 LADDER AND STEPS. 3'!0" 4" 3'10" 4" 3'6" 3'4" 4" 3'6" 4" 4'6'1 `"' `O WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES (1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR 'v STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY HBO WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH 2'�6" 2 2 6 x10 HDR o j FIBERGLASS OF NOT LESS THAN 12 INCHES(305 MM).SHALL PROJECT NOT LESS THAN 3 (2)2x10 HDR (2)2x10 4DR (2)2x10 HDR F,D. ) _ 41011 COLUMN, TYP. INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 00 CLO 18 INCHES 457 MM ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE F-4 o ( o WINDOW WELL. (2)2x10 DRI ,W, (3)13/4"xe V4"LVL H R310.2.3.2 DRAINAGE. 2' `Y p o �� _1___ ISLAND WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM 1 8101, / (2)2x10 DR I N U W C M `' a U REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. 2' I . O o 00 s 16 O.G, _ EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED I 00 - 0 Q N �° p _ X WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL —►1 * L'1 1L � M a o - F. c� S N Q -� COVERED MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SDIL CLASSIFICATION 1 BEDROOM 2 p �r ' ' � @ } o o p o SIDE �I SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. S'6" CLG, HGT, 'lK Q v " BATH 0 O N F- m v ILL N 8'°" �' H ' KITCHEN PORCH _ �- (X p_ GLG. HGT J cIA n R310.2.4 EMERGENCY ESCAPE.AND RESCUE OPENINGS UNDER DECKS AND c' Q 1 � - c+ N + 8'4" � � ' 9'O" CLG, HGT. � 0 5/4"xb"DECKING _ � � PORCHES. = 1 0 ' O i 2x`"� EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND 3'0" x o • 16" O.C. c O r PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN x �b `� _ 36 INCHES(914 MM)IN HEIGHT'TO A YARD OR COURT. - F_ I oo �b / i TUB/ - `� SIMPSON (3J 13/4"x9 I/4"LVL HDR d) `' I A l • SHOWER `r `� REF, 83,56/14 04 ------- -------- R310.2.5 REPLACEMENT WINDOWS. M I M CONNEC R � '� r REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF I 11'8" I 3'6"� o _ _ RIDGE _ m ILA " (2) 13/4" x14" LVL F.J, THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT + REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION I 7'2" 4" 4'2" \ Y I 0- � W o 0 R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE I ` I U O CLO. 1 i X O FOLLOWING CONDITIONS: I AV 1.THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST ' N s 3'0" i W U O !l I STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR o ` _ j I 0 F" \ / Z�� N l2)2x10 HDR EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME _ �' 2xIO 04 0 OPERATING STYLE AS THE EXIISTING WINDOW OR A STYLE THAT PROVIDES CL�' o + 0 RIDGE a / \ BATH p (� FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING WINDOW. (2)2x10 HDR iv d a �' O W q W N 14" TJI 560 F.J. 16" O.C, } "'� Ll �r- N 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. x `�*� p = Gq F• x E� n E. ' OPEN O - x d N o N b SHOWER N '0 (L a1 Dtu o x o (2)2x10 HDR tt ('Q TO ABOVE 0 d o R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. o OPEN( TO ` _� u N r M N M 2'6 x �� W �I WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND It Irn o ,' RESCUE OPENING,IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE Q I BELOW m F• a 1)✓ i j I O THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH O 2'4" �i • Cx�7 �, Q 7'6" 0" — 'LL - U- AN AREA WELL. z 1 MASTER D W o w o r I 10 r, E ^ 2)2x10 HDR BEDROOM - LN, \ I x 3 X I; SIMPSON UP 16 R310.3.1 MINIMUM DOOR OPENING SIZE. C c I p q F, N 9'6 CLG. HGT, o iv 4 0 — x ^ (CON 83.56/14 THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS N d N AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE 1 NEC R ENGINEER: WITH SECTION R310.2.1. 4; OFFICE - - - 0 S'O" CLG, HGT. (2) 1 3/4" x14" LVL F,J, AREA R310.3.2 AREA WELLS. 1 v I n, AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES(914 MM). 1 AV L V SHOWER o � � �0� N E V V yO THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND v I lK01 _ 14 T 1560 II o 16 O.C. 14 TJI 560 F.J. 16 O.C, �, RESCUE DOOR TO BE FULLY OPENED. Q MASTER " " R310.3.2.1 LADDER AND STEPS. �I C) O o BATH FOYER AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(1118 MM) ^ ' a 8'O" GLCs. HfsT. 0 _ S o _ SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS I 11'8" N 12'0" / \ 9 O CLG, HGT, p m o n ��_ 11J USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS 11' 10" 12'0" cv 50 m REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7.LADDERS OR'.RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT I (2)2x10 H R - - _ -- _ n LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 INCHES I (2)2x10 HDR �., � ��e e +9 (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES • 16"o. ` 2x1 .R.A 16"OZ. ?" ' � ��O C)\ (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR TW3046-2 ( )2x1 HDR i I 6068 PAT SLIDER (2Y1x10 HDR --' F JSt STAIRWELL. - JEFFREY UTLER, P.E. eii"1777:u.i.: 2x8 R.R. l2)2x10 HDR R310.3.2.2 DRAINAGE. TW3042 I� �� .. TW2452 3' TW2452 ' L1 AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TEMP 6 16 O.C. TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION COVERED / R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. —� i �0 U FRONT PORCH / 2x8 � m EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED c i I v ti/ R/ U = 5/4"x6" DECKING / 1 a� 16 R.R.� WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL 000 1 m ' Q% 0 x 2x6 R.R. i 1 W MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION �_ 1 v / co `' • 16"o.c. `Q , O IL SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. o i N @ i \�� /may V a a z w I Z o R310.4 BARS,GRILLES,COVERS AND SCREENS. „ „ WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED _ (3) 1 3/4_x9 1/4 v Czl �p �p LLJ z O O 04 OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR 1 / c� • \ j 0 Q/ UQ WINDOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY j (3) 1 3/4"x9 1/4" LVL GIRDER Q WITH SECTIONS R310.2.1 THROIJGH R310.2.3,AND SUCH DEVICES SHALL BE •------------------------------------� _ (3) 1 3/4'_x9 1/4" LVL GIRDER _ W RELEASABLE OR REMOVABLE'FROM THE INSIDE WITHOUT THE USE OF A KEY, - 8 COLUHB4MN, FIBERGLASS W �- ® - TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR ♦ i COLUMN, TYP, W a zz THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. '�- ------------------- - v W R310.5 DWELLING ADDITIONS. W (� z r WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY WOOD STEPS PER CODE O � O ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING CONTRACTOR TO PROVIDE RAIL LL d) O ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY 6'4" 511011 6'6" 6'6" PER CODE WHERE ELEVATION CHANGE ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. IS GREATER THAN 30" PER 2020 NYS CODE Off- n EXCEPTIONS: W 1.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW 12'2" 13'0" 1'6" ifl O O O BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND RESCUE OPENING. O c+l z LL 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW 26'8" LL N BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING O , IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. 6'4" 5'10" 2'8" 3'10" 3'10" 2'8" -' [NY1R310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. V O O ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH 12'2" 13'0" 1'6" H LL APPENDIX J OF THIS CODE. 26'8" n SECOND FLOOR PLAN LIVING AREA = 890 SQ.FT. FIRST FLOOR PLAN SMOKE DETECTOR LIVING AREA = 1,142 SQ.FT. INTERCONNECT PER CODE FRONT COVERED PORCH AREA = 152 SQ.FT. CARBON MONOXIDE DETECTOR SIDE COVERED STOOP = 30 SQ. FT. Q ONE PER FLOOR REAR COVERED PORCH AREA = 252 SQ.FT. SMOKE DETECTOR INTERCONNECT PER CODE 4 O r CARBON MONOXIDE DETECTOR ONE PER FLOOR i i I f I SEE DETAIL SHEET FOR SEE DETAIL SHEET FOR R905.1.2 ICE BARRIERS: �%or-__ALL STRAPING DETAILS HIGH WIND CONNECTION IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING 2x12 RIDGE r I REQUIREMENTS ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED 4" VTR 5-IOd IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR 2x10 RAFTERS ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED NAILS I/2" CDX SHEATHING ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES 15* FELT AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER __________ 3 -- -------- _ ______ _ -----�- ASPHALT ROOF SHINGLES 12 �� �� THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A ---- ----, a CONT RIDGE VENT SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED 2x4 C.T• 16 O•C. IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LAv I LAV LAV ROOF VENTILATION 1:300 OF THE INSULATED LOCATED IN UPPER 1/3RD LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN I W.C. TUB/ CEILING AREA UNIFORMLY DISTRIBUTED 24 INCHES 610mm INSIDE THE EXTERIOR WALL LINE OF THE BUILDING 1 SHOWER I SHOWER OF ATTIC PER 3.2.5.1 ( ) 3 1 0 EAVE PROTECTION TO EXTEND FROM THE OF 2018 WFCM ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL W � 0 EDGE OF THE ROOF, 36" UP THE SLOPE IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED SECOND FLOOR F.D. U u BUT NOT LESS THAN 12" BEYOND ATTIC 2,0" PROVIDE ICE BARRIER PER NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE R905.1.2, TYPICAL ALL FROM THE EAVE EDGE OF THE BUILDING. 2" 2" " 2" i " 3 21' 2" THE INTERIOR FAGS OF THE EXTERIOR WALL (UNFINISHED, STORAGE ONLY) 2 3 2 5-IOd BAFFLE AS REQUIRED FOR ROOF VENTILATION (MIN) i i NAILS EXCEPTION:DETACHED ACCESSORY STRUCTURES 1 NOT CONTAINING CONDITIONED FLOOR AREA. 3" g 3" ----- +--------------� '----- L I I L 1/2" GWB ON R-49 INSULATION NOTE: i LAvLitsil TOP OF CEILING -- - WALLS AND GEEING ATTACH G.J. TO R.R. w/ i W.C, i M SPACKLE AND PAINT FASTENERS PER SIDE ARLOK SINK SHOWER SII PSON STRONG-TIE 1X6 AZEK FASCIA PROVIDE BUILDING GASKET AT ALL MAIN FLOOR FW­1S -IURRIC,4NE TIE SHEETROGK INTERSECTIONS BUILDING R-30C INSULATIO ON 2X(o SUB FASCIA Lr MUST PASS 3 AIR CHANGES PER HOUR = 2" 2„ 2" 3" 2 1'4" OVERHANG o AZEK SOFFIT WITH GONt BEDROOM 03 BEDROOM 04 °O SCREENED VENT 3" i --FAT SHINGLE RIDGE CAP-� RIDGE VENT G.O. 1 R-21 i O R-21 I EXHAUST AIR INSULATION INSULATION TO AN APPROVED SHINGLES 3/4" SUBFLOOR TOP OF SUBFLOOR -- 4'1 I SANITARY SEPTIC SYSTEM FELT PAPER SHEATHING a -- I ROOF TOP OF CEILING -- -- (TYP.) 1/2" GWB ON WALLS AND GELING SPACKLE AND PAINT FLUM5ING RISER DIAGRAM CNTS) RAFTER FAMILY ROOM 1/2" GWB 0 2x6 STUDS Z c� R-21 INSULATION En 1/2" CDX SHEATHING "PAP-DIE" WEATHER BARRIER RIDGE BEAM' m "HARDIE PLANK" SIDING RIDGE VENT DETAIL � 0 NOTE: INSTALL FLOOR JOISTS 3/4" SUBFLOOR PER MFG. PRODUCT GUIDE m TOP OF SUBFLOOR -- -- m TOP OF FOUNDATION -- -- R-30 INSULATION R302.11.1 FIREBLOCKING MATERIALS. ° 14" TJI 560 I&" O.C, j R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL EXCEPT AS PROVIDED IN SECTION R302.11.ITEM 4,FIREBLOCKING SHALL ° I/2 GWB CEILING ° AND CEILING FINISHES. CONSIST OF THE FOLLOWING MATERIALS. PITCH GRADE i PITCH GRADE FLAME SPREAD AND SMOKE DEVELOPED INDEXES TOR WALL AND CEILING AWAY FROM b. CELLAR b,AWAY FROM FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4 1.TWO INCH(51 MM)NOMINAL LUMBER. FOUNDATION FOUNDATION R302.9.1 FLAME SPREAD INDEX. 4" P.G. SLAB (3500 PSI) ON 4 MIL VINYL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT 2.TWO THICKNESSES OF I-INCH(25.4 MM)NOMINAL LUMBER WITH VAPOR BARRIER ON 4" COMPACTED GREATER THAN 200. BROKEN LAP JOINTS. o POUROUS FILL a; 2-2x6 ACQ SILL EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL °O 5/8" ANCHOR BOLTS 36" O.G. SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS, PANELS WITH JOINTS BACKED BY 23/32-INCH(183 MM)WOOD FINISHED RECREATION ROOM SILL SEAL TABLE P3201.7 BASEBOARDS ANDI{ANDRAILs;TODOORSANDWIIVDOWSORTIffIR STRUCTURAL PANELS. ; •t, t FRAMES;OR TO MATERIALS THAT ARE LESS THAN 1/28 INCH(0.91 MM) b 2x4 WALL ON INSIDE b COPPER TERMITE SHIELD SIZE OF TRAPS FOR PLUMBING FIXTURES IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT 8 THICK X 8'Ou HIGH JOINTS BACKED BY 3/4-INCH(19.1 MM)PARTICLE-BOARD. WITH R-15 INSULATION U �� TRAP SIZE MIN. GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED n '1 • >4• PLUMBING R302 9.2 SMOKE-DEVELOPED INDEX.TO A NONCOMBUSTIBLE NG 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. ` a' ° ' FOOTING, PROVIDE IDE (3)-"4 BATHTUB SHOWER HEAD WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. P C WALL ON 16 x8 POURED CONCRETE (INCHES) F G, P B TUB WITH OR WITHOUT WER 1 1/2 OF NOT GREATER THAN 450. TOP OF FOOTING -- -- o o ( •'• ••• BARS IN FOOTING, TYP. AND/OR WHIRLPOOL ATTACHMENTS 7.BAITS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER UJ 3: PROVIDE (1) 04 BAR HORIZONTAL R302.9.3 TESTING. APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE w m WITHIN 12 OF THE TOP AND BIDET 1 1/4 TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E 84 OR UL 723. SECURELY RETAINED IN PLACE. O O NOTE: � (O (1) 04 BAR HORIZONTAL R302.9.4 ALTERNATIVE TEST METHOD. 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE -- ALL LUMBER THAT COMES IN CONTACT WITH NEAR MID HEIGHT OF THE WALL CLOTHES WASHER STANDPIPE 2 AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER WITH ASTM E 119 OR UL 263,FOR THE SPECIFIC APPLICATION. THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 d) 1 CONCRETE WILL BE ACQ LUMBER DISHWASHER(ON SEPARATE TRAP) 1 112 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723,WALL AND R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. 1 1 Y t� CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED JU WITH NITA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 NON RIGID MATERIALS SHALL BE PER PERMITTED FOR COMPLIANCE WITH - cYl (q FLOOR DRAIN 2 SHALL MEET THE FOLLOWING CRITERIA: THE 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS �Q 0 / � I CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. / \ KITCHEN SINK(ONE OR TOW TRAPS,WITH OR THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: X 0 WITHOUT DISWASHER AND FOOD WASTE DISPOSER) 1 1/2 UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL M LLl 1. DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF U i z LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 SPREAD TO CEILING NOT LESS THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE 2 PIPING,CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE LAVATORY 1 1/4 OF THE SAMPLE ON THE FLAME SHALL N OUTEROT SPREAD TO THE EXTREMITY ANY WALL OR CEILING. �--- O INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. ,\ I R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. SHOWER(BASED ON THE TOTAL FLOW RATE 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. )r- O w LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK THROUGH SHOWERHEADS AND BODY SPRAYS) 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR FLOW RATE: NOT EXCEED 800 KW. USE TO DEMONSTRATEATE ITS ABIIITY TO REMAIN IN PLACE AND TO ^, RETARD THE SPREAD OF FIRE AND HOT GASES. IiFY. Iw 5.7 GPM AND LESS 'z MORE THAN 5.7 GPM UP TO 12.3 GPM 1 1/2 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT O TOP OF CEILING-- -- - --TOP OF CEILING `\ 2 EXCEED 1,000 M. R302.11.2 FIREBLOCKING INTEGRITY. U- w I _ 49.81 I* MORE THAN 12.3 GPM UP TO 25.8 GPM 3 THE INTEGRITY OF FIRE-BLOCKS SHALL BE MAINTAINED. LL MORE THAN 25.8 GPM UP TO 55.6 GPM 4 R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. ui R302.12 DRAFTSTOPPING. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN LN COMBUSTIBLE •-� w - - O LE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE ACCORDANCE WITH SEC TIONS R302.10.1 THROUGH R302.10.5. FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm. AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DAFTSTOPS DO ,\ R302.10.1 INSULATION. SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEA IED SPACE DOES NOT I IZ INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS AND EXCEED 1,000 SQUARE FEET(92.9 M).D1tAFTSTOPPING SHALL DIVIDE THE ,\ 'O SECTIONP3103: VENT TERMINALS CONCEALED SPACE INTO APPROXIMATELY E AL AREAS.WHERE THE ASSEMBLY ENGINEER: VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, p IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, / - -- ,\ ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL 70P OF BUBFLOOR -- - --TOP OF SUSFLOOR P3103.1 VENT PIPES TERMINATING OUTDOORS. HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE N I / TOP OF CEILING -- -- - --TOP OF CEILING ,\ I VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN FOILOWING CIRCUMSTANCES: 45.0' ,\ i OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN ACCORDANCE WITH ASTM E 84 OR UL 723. 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. T. O ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS � ��� vo I P3103.1.1 THROUGH P3103.1.4. EXCEPTIONS: 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED _-.-_-_- --_- III:o c O 1.WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, MEMBERS. ;,� \ I P3103.1.1 ROOF EXTENSION. THE FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX 1- �+ W R302.12.1 MATERIALS.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN n ,\ OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET FACING 3 INSTALLED IN SUBSTNS DO NOT APPLY ANTIAL TANTIAL CONTACT VWTI1i THE AUNEXPOSED W J.1THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE SURFACE OF THE CEILING,FLOOR OR WALL FINISH. A-INCH R O HER GYPSUM BOARD,RIA-INCH QU MM)WOOD STRUCTURAL f� -_ _-_-_-- -----:1I NOT LESS THAN 6INCHES 150 MM)ABOVE THE ROOF OR 6 INCHES 150 MM PANELS O OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. ( ( ) DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS o TOP OF SUBFLOOR-- --EL. •20.55' ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. 2•CELLULOSE FIBER LOOSE-FILL INSULATION,THAT IS NOT SPRAY UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF 3 WITH EL.•20.55-- -TOP OF SUBFLOOR APPLIED,COMPLYING WH THE REQUIREMENTS OF SECTION THE DRAFTSTOPS SHALL BE MAINTAINED. Q A �3 4 9 R EQUIRED TO MEET THE P310 ROOF USED FOR RECREATIONAL PURPOSES. R� �\v WHERREE R302.10.3,SHALL NOT BE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL R302.13 FIRE PROTECTION OF FLOORS. FES S1 BE REQUIRED TO MEET A SMOKE DEVELOPED INDEX OF NOT FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE o OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH FIRE-RESISTANCE RATED,SHAIL BE PPROVIDED WITH A 1/2-INCH(12.7 MM) JEFFREY T. BUTLER; P.E. OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) CAN/ULC S 102.2. GYPSUM WALL-BOARD MEMBRANE,518-INCH(16 MM)WOOD STRUCTURAL PANEL AVG. GRADE ------ EL.•18.65' ABOVE THE ROOF. MEMBRANE,OR EQUIVALENT ON IDE OF THE FLOOR FRAMING MEMBER. 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. PENETRATIONS OR OPENINGS OR DUCTS,VENTS,ELECTRICAL OUTLETS LIGHTING, U m P3103.1.3 ROOF EXTENSION COVERED. LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PIPING AND SIMILAR OPENINGS OR -1 WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND R302.10.2 LOOSE-FILL INSULATION. PENETRATIONS SHALL BE PERMITTED. EAST- I w I E�t PYRAMID Y R A M I EL. .It.1'----------------- -----AVG.GRADE IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM O m I I I I COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS EXCEPTIONS: O O 8 SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE cA o OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CANIULC S 102.2. 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY CIS a AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, U 11 d THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS NFPA 13D,OR OTHER APPROVED E SHALL BE DESIGNED TO PREVENT THE z 1 ADVERSE EFFECTS ACS OF SNOW EXCEPTION:CELLULOSIC FIBER LOOSE FILL INSULATION SHALL NOT BE EQUIVALENT SPRINKLER SYSTEM. O REQUIRED TO BE TESTED IN ACCORDANCE WITH CAMULC S102.2, 2•FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT W z `\ ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF z 0 Z O PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF SECTIONS R302.10.1 AND R302.10.3. INTENDED FOR STORAGE OR FUEL-FIRED APPLIANCES. Q Q 0 Q U ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA J itj p 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED BE \, � FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. vJ O UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING:: OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPS(16 CFR, W � � m / \ ' SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES 11j 0 z w BE CLEARLY LABELED IN ACOORDANCE WITH CPSC 16 CFR,PARTS PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT NOT ExCEED So SQUARE FEET(7.a M)PER sTGRI. LLI � o Z' / _ _ ,\ PIPE OPENING. 1209 AND 1404. V z r z 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.I IS W i- / `\ i--r R302.10.4 EXPOSED ATTIC INSULATION. INSTAIIED ALONG THE PERIIvBTF•R OF THE UNPROTECTED PORTION V. P3103.1.4 SIDEWALL VENT TERMINAL. EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. FROM THE REMAINDER OF THE FLOOR ASSEMBLY. O �W 0 O TOP OF CEILING - - ,\ -TOP OF CEILING LL. Q O NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN 4.WOOD FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL 0 0 ,O R502.10.5 TESTING. U_ Q Z 0 / \ 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET TESTS FOR CRITICAL LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH ICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH APPROVED} w) 11.4' �� 21.9 \ (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROV FLOOR ASTM E 970 W � s Q w - VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A . ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT ill 0 Q -i � ' /• ,\ � oo R302.11 FIREBLOCKING. r CJ) � O TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS IN COMBUSTIBLE CONSTRUCTION,FIRE-BLOCKING SHALL BE PROVIDED TO CUT O M z IL AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM R302.14 COMBUSTIBLE INSULATION CLEARANCE: u_ 4SO AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES 76 MM) O d)/ \ I AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. ( � / ---- ' -TOP OF SUBFLOOR AND THE ROOF SPACE. FROM RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT PRODUCING DEVICES. iOP OF B"BFLOOR - - I p I LL -� TOP OF CEILING - - �\ - - TOP OF CEILING P3103.2 FROST CLOSURE. U O , --------- --_-y WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE EXCEPTION: r1 U 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL FOLLOWING LOCATIONS: LL. N v BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE WHERE HEAT PRODUCING DEVICES ARE LISTED FOR LESSER CLEARANCES, Z 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS ® - SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: SHALL BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED THE THERMAL ENVELOPE OF THE BUILDING. U a l.l.VERTICALLY AT THE CEILING AND FLOOR LEVELS. IN THE LISTING.F71 11711 U o 0 0 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET 0 o P31033 FLASHINGS AND SEALING. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. ws•TOP of euBFLooR - -Fl.•20.55' EL.•20.55'- -TOP OF SUBFLOOR AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND TOP OF FOUNDATION --- ---TOP OF FOUNDATION BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH EL.•18.55--- --AVG.GRADE ® AVG.GRADE- -----EL, •18.2' P3103.4 PROHIBITED USE. SECTION R302.7. A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A VENT TERMINAL. 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT PAGE : CEILING AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE P3103.5 LOCATION OF VENT TERMINAL. FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION O OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL R1003.19. ` NORTH-SOUTH I O R T H-S O I I T H PYRAMID BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS I I `� \/ Vr PYRAMID IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. 6.AT FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED i AT THE LINE OF DWELLING UNIT SEPARATION. I i II I STAGGER FASTENERS TABLE R507.9.1.30) IN 2 Rows DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO Jo o Q o 5.5"MIN.FOR 2x10 BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5"MAX. 7.5"MIN.FOR 2x12 ARE USED OR BOLT SPACING IS CONNECTION DETAILS O O O REDUCED TO THAT OF LAG SCREWS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' ITT to 14' 14'1"to 16' 16'1'to 18' 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 ON-CENTER SPACING OF FASTENERS BAND JOISTS. 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 IS 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.9.1.3(11 1/2-INCH DIAMETER BOLT WITH 1-INCH 36 36 29 24 21 18 16 MAXIMUM SHEATHING,(E) FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: 1 INCH=25.4 MM,1 FOOT=304.8 MM,I POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. DECKING C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. 2x4 CONTINUOUS APPROVED JOIST HANGER TABLE R507.9.1.3(2) LATERAL BRACE AT 6'O.C. 2"M 2x LEDGER WITH FASTENERS PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS IN ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING NAILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TRUSS OR CEILING JOIST AT 6"MAXIMUM ON CENTER 2-1Od NAILS TO JOIST WITH HOLD-DOW Simpson Strong-Tie TOP EDGE BOTTOM EDGE ENDS ROW SPACING00 z oo DTT2Z I GABLE END TRUSS FLOOR JOISTS TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 15/8 INCHES(B) ' Simpson Strong-Tie DITIZ HOLD DOWN BAND 10IST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 1 5/8 INCHES(B) AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH FOR SI:1 INCH=25.4 MM END OF THE LEDGER.HOLD DOWN DEVICES A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL SHALL FULLY ENGAGE DECK JOIST PER RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.9.1.3(1). HOLD DOWN MANUFACTURER. + + + + + + B.MAXIMUM 5 INCHES. C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + } D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL A FULLY THREADED 3/8"DIAMETER LAG BE IN ACCORDANCE WITH FIGURE R507.9.1.3(1). 10-8d SCREW PREDRILLED w/MIN.3"PENETRATION NAILS TO CENTER OF TOP PLATE,STUDS,OR HEADER oo 0 5d COOLER NAILS AT 10"O.C. FIGURE R507.9.2(2) FLOOR JOIST DECK JOIST 2"x4"BLOCK NAILED TO EACHLu DECK ATTACHMENT FOR LATERAL LOADS BRACE WITH 4-10d NAILS FLOOR JOIST PERPENDICULAR TO DECK JOIST) L14GYPSUM BOARD M 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALL GABLE ENDWALL BRACING U OISTS n STUD 0_ (WFCM FIGURE 3.7a) X Il- BORED HOLE MAX A A DIAMETER 60% NOTCH GREATER THAN n_ � ctl � OF STUD DEPTH 50%OF THE PLATE WIDTH BLOCKING T a F O BLOCKING n/ r COid 5/8"MIN.TO EDGE 16d NAIL AT 24"O.C. GYPSUM BOARD uj c) r 16 GAGE(0.054")AND 1.5"WIDE V ^ (K METAL TIE ACROSS AND TO EACH SECTION A-A O � 5/8"MIN.TO EDGE SIDE OF THE NOTCH WITH 8-16d 10 O NAILS EACH SIDE NOTCH MUST NOT]EXCEED O 3 O 40%of STUD DEPTH LL FLOOR BRACING AT END BAYS WOOD STRUCTURAL PANEL Z IL iJJ INSTALLED IN ACCORDANCE \_ Q TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE /r (L (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) BORED HOLES SHALL NOT BE LOCATED IN THE SAME PIPE 8d NAIL ATE O.C.ON ALL CROSS SECTION OF CUT OR 8d NAIL AT 4"O.C. FRAMING MEMBERS NOT AT ILL NOTCH IN STUD PANEL EDGES (a)OUTSIDE CORNER DETAIL 12"MAX. NOTCHING AND BORED HOLE LIMITATIONS TOP PLATE FRAMING TO ACCOMMODATE PIPING --NAILS BASED ON 8d NAIL AT 6"EDGES) E F N EER: GYPSUM BOARD SHEAR WALL REQUIREMENTS (ALL PANEL EDG FOR INTERIOR NONBEARING WALLS ,��� �,� T o ' � WOOD STRUCTURAL PANEL r- "'. ' (WFCM 2015 SBC HIGH WIND EDITION) v � RAFTERS AND CEILING DI CEILING CENTER 2x BLOCKING INSTALLED IN ACCORDANCE 0 R LwU• DIAPHRAGM JOISTS OR APPROVED ON SHEATHING JOINT REQUIRED 16d NAII.AT 24"O.C. WITH NAILING SCHEDULE 5 Ct ROOF TRUSS (TABLE 3.1,WCFM HIGH WIND EDITION) `�Q 073 493 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL % c) TOP PLATE SECOND STORY TOP PLATE- BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL E s, EDGES AND 12"O.C.ON ALL JEI=PREY T. BUTLER, P.E. SEE DRILLING AND GABLE ENDWALL, BALLOON FRAMING FRAMING MEMBERS NOT AT NOTCHING PROVISIONS PANEL EDGES JOIST IS PERMITTED TO PREFERRED METHOD (b)INSIDE CORNER DETAIL TOP PLATES BE CUT OR NOTCHED FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- O Z m BOTTOM PLATE SEE DRILLING AND SEE DRILLING PROVISIONS EXTERIOR CORNER FRAMING W o e NOTCHING PROVISIONS ROOF FRAMING O O WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 DOUBLE TOP PLATE U '- STUD 1/3 SPAN 1/3 SPAN WAL WAL 11 W Z O z o p TMEE JOIST ENDS TO BE 15" J O O g BLOCKED AGAINST (n O 0 r ROTATION IN ACCORDANCE W m BORED HOLE MAX FOR BLOCKING R PLE S S z DIAMETER 40% TOP PLATE WITH WFCM 3IDGI-END RESTRAINT BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING a w STUD TO RAFTER CONNECTION 4l1 � O a OR BLOCKING SEE WFCM SECTION 3.3 HEADER OR FLOOR TO FLOOR CONNECTION W Z r OF STUD DEPTH DEPENDING ON CONDITION,SEE U r 5/8"MIN.TO EDGE BEARING DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE 30" O to It 9 WALL HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE J IN FRONT OF Q O 3 j 5/8"MIN.TO EDGE PENING W %5LENGTH H r o LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS WATER SHOWER r 0 -� NOTCH MUST NOT EXCEED BOTTOM PLATE CLOSET Q M Z UO LL BAND JOIST NOTE: WAL OR BIDET a- n 25%OF STUD DEPTH OR BLOCKING UPLIFT CONNECTION IS REQUIRED 151, 15" WALL 0 E N c NOTCHES SHALL NOT BE Q }= LOCATED IN MIDDLE ONE _----------------------- U O JOIST • - AT EACH END OF HEADER AND � � +3' OF STUD LENGTH i 1 1 i i i AT BOTTOM OF HEADER STUDS IN SILL PLATE ? z w • • tJPLIFk ADDITION TO CONNECTORS AT - IF HOLE IS BETWEEN 40%AND 60% CRAWL SPACE • COWCTQ� WALL STUDS AND AT TOP AND TUB Z OF STUD DEPTH,THEN STUD MUST OR BASEMENT \SUBFLOOR i i R UIRED. i i BOTTOM OF CRIPPLES U o BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN i ' BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE • FOUNDATION I I Elli i i i i i i i CROSS SECTION OF CUT OR DOUBLED AND SO BORED 21"CLEARANCE 21" CLEARANCE NOTCH IN STUD STUD TO PLATE /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO PLATE/FOUNDATION:THAN6FET PAGE : P1_�4TI=0RM FRAMINCz INTERMEDIATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 IOd NAII,S IN STUD AND 4 lOd NAII.S IN PLATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHDS AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 WATER CLOSETS FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT TYPICAL WALL, FLOOR AND ROOF FRAMING FIGURE R307.1 CONNECTIONS FOR OPENINGS o f 9 (WFCM 2015 SBC HIGH WIND EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BLITIL P.E, P.G. i R f THE DESIGN F THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THEE 11..ALL WORK HALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2018) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND USE CLIPS @ 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) INSTALL(8)#10 X 2'/i' OF MIN.FROM BOTTOM USE AC NAILS NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF • OF BEAM TO CENTER STRONG-DRIVE®SD AT EACH STUD NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. CONNECTOR SCREWS •• OF LOWEST FASTENER FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE TO SIDE OF THE BEAM • TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES AS SHOWN '• JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT • ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. SEE PLANS FOR RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) BEAM SIZE DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALLMATERIALS AND CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. p i FIRE BLOCKING R302.11 MINIMUM 3'/a" t FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, INSIDE COLUMN . CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND DIAMETER D 4, D COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE p Q`p Q p Q�A BLOCKING TO RAFTER(TOE-114AILED) 2-8d EACH END CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS D D . 'D I'D .,D D .,D D . ,D RIM BOARD TO RAFTER(END-NAILED TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE 2-16d EACH END CMST 14 STRAP u 111/2" 4 ENGINEER. "MIN. e e tl 4 e a e a e a WALL FRAMING GLAZING-SECTION R308 GARAGES AND CARPORTS-SECTION R309 HD3B HOLDOWN `p 0`Q�' `p • �p • D 15 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS WITH (2)5/8"STRAP BOLTS MINIMUM EDGE EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) DISTANCE TO ANCHOR TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. - • 4 D p • 4 Q p • 4 Q,p • d D D FOAM PLASTIC-SECTION R316 4"MINIMUM ° e > > > ae HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. END DISTANCE PROTECTION AGAINST DECAY-SECTION R317 TO ANCHOR ° TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE e e e ° 1/2"A HOR BOLT SITE ADDRESS-SECTION R312 CREOSOTED. 5"MIN EMBEDMENT DEPTH ,p 3-16d PER 2x6 STUDACCESSIBILITY-SECTION R320 SET-XP EPDXY ANCHORAGE 4-16d PER 2x8 STUD ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH HOR T DUO WOOD FRAMING VIA WALL TO FOUNDATION ° a FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT CMST STRAP CONFIGURATION CONNECTIONS ENDJOIST OR BLOCKING(FACE-NAILED) FOUNDATIONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED FLOOR FRAMING AT 3 00 POUNDS PEDESIGN BASED RN PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFEREONT SOIL INSTALLATION AS PER NEW YORK STATE CODE. INSTALLATION DETAIL MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED JOIST TO SILL,TOP PLATE OR.GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. SIMPSON T-C-COLUMN 1/17 BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION NOTES: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF Simpson Strong-Tie BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE CS 16 1'/a"COILED STRAP- 8"POURED CONCRETE FOUNDATION WALL,8'0"HIGH,300#TEST COMPLETION OF THE JOB. 16"O.C.USE 4-8d NAILS z BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK MINIMUM DEPTH-SECTION 403.1.4,36"MINIMUM COVERAGE TO TOP OF FOOTING AT EACH STUD,WRAP o 0 16"X 8"POURED CONCRETE WALL FOOTINGS,30#TEST 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE UNDER SILL PLATE LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 3-1 3/a"X 11 7/8"MICROLAM GIRDER(OR 5.25"X 11 7/8"POWER BEAM)FLUSH SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. MIN OVERLAP IS 12" 2"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER . In JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. °O NOTE: w 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,3000#TEST STRAPS MAY BE L BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK •• °• PLACED EITHER ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE 0 0 UNDER OR OVER BAND JOIST TO SILL OR TOP:PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. °. • SHEATHING • t a. ROOF SHEATHING POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER •• •0 roa PROVIDE 3'/2"STEEL LALLY COLUMNS 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT CODE'S MINIMUM STANDARDS. •° • STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY •• •• 0 DIAGONAL BOARD SHEATHING BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND °• •• • ' SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR • N 1"x6"OR I"x8" 2-8d PER SUPPORT FLOORS-WFCM PRESCRIPTIVE METHOD WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED • •• • FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. •° •• ° 1"x 10"OR WIDER 3-8d PER SUPPORT •° ° •. FLOOR CONSTRUCTION: 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE • ° • CEILING SHEATHING 3 INSPECTIONS AND CERTIFICATIONS AS RE ° •° ° /a OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM REQUIRED OR REQUESTED BY THE OWNER, • 0 FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED CONTRACTOR OR LOCAL BUILDING DEPARTMENT. • °' ° • GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD •• •• � FASTEN PER TABLE 3.1 WFCM •• WALL SHEATHING 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL UPLIFT-CONTINUOUS PATH CONNECTORS 0 • •• FINISH FLOORS PER AGREEMENT 0 °• •• STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET USE SIMPSON STRONG-TIE CONNECTORS a• •. X WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD FOLLOW PRODUCT SELECTION GUIDE AND FIREBOARD PANELS WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 •• IN ACCORDANCE WITH TABLE 3.1 WFCM CONSTRUCTION CATALOG C-HW02 0 •• +�; d LL 7/16" 6d 3"EDGE/6"FIELD 1X6 AZEK FASCIA •. = M Y 25/32" 8d 3"EDGE/6"FIELD OVERHANGS AS NOTED ANCHOR BOLTS IN FOUNDATION USE: • 1 LU O O • • AZEK VENTED SOFFITS SSTB28 WITH BEARING PLATE,SEE FOUNDATION 0 w U Simpson GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD ALUMINUM GUTTERS AND LEADERS NOTES FOR SPACING [ton O son Strong-Tie r I � 0 CS 16 1/a"COILED STRAP- SIDING:SEE ELEVATIONS 16"O.C.USE 4-8d NAILS � 04 HARDBOARD 8d SEE TABLE 3.11 THIS SHEET "BLUESKIN"HOUSEWRAP SILL PLATE TO RIM JOIST USE: f AT EACH STUD 1/2"CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM LTP4 16"O.C.AT EXTERIOR PERIMETER o (K MIN OVERLAP IS 27" co U! PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE AND GARAGE/HOUSE COMMON WALL O m '//'GYPSUM WALL BOARD USE 4 8d NAILS AT EACH END ° SILL PLATE TO RIM JOIST AND DIAGONAL BOARD SHEATHING 1/2 TYPE X GWB IN GARAGE •. FLOOR TO FLOOR CONNECTIONS �Q x O M 1"x6"OR 1"x8" 2-8d PER SUPPORT '/2'MR GWB IN WET AREAS GARAGE STUD TO GARAGE SILL PLATE USE: � , O 9 LD rck AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE SSP CONNECTOR AT 16"O.C. RIM JOIST TO STUD CONNECTION 1"x10"OR WIDER 3-8d PER SUPPORT EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING USE 4 8d NAILS AT EACH END ° }- Z 0 U LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) O '7 FOR NON-BEARING WALLS. RIM JOIST TO STUD CONNECTION USE: FLOOR SHEATHING Q. O FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 NITS 12,16"O.C. Simpson Strong-Tie BLOCKING AT61 STRUCTURAL PANELS USE 4 8d NAILS AT EACH END 1 1/2"SPACING CS161/a COILED H O.C.ALLOWS ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD •• ALLOWS p STRAP WIN MIN 12" HOLDDOWN 1"OR LESS 8d 6"EDGE/12"FIELD ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) FLOOR TO FLOOR CONNECTION USE: '. HOLDDOWN FASTENERS PER SHINGLE(SECTION R905.6) MSTA 36,16"O.C. OVERLAP AT EACH INSTALLATION INSTALLATION U- GREATER THAN V 10d 6"EDGE/6"FIELD UNDERLAYMENT APPLICATION(SECTION R905.2.7) USE 4 8d NAILS AT EACH END '. STUD SIDEWAL[ ''''-' FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) FOR CANTILEVER CONDITION USE MTS12, 16"O.C. ui DIAGONAL BOARD SHEATHING UNITS HORIZONTAL(17-PERCENT SLOPE), USE 4 8d NAILS AT EACH END •. 1"x6"OR 1"x8" 2 8d PER SUPPORT UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT RAFTER TO STUD CONNECTION USE: •. ENDWALL 0 EN R: SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. MTS 12,EACH ROOF RAFTER 'o 1"x10"OR WIDER 3-8d PER SUPPORT APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL USE 8 16d NAILS AT EACH END Simpson Strong-Tie o � HOLDDOWN HOLD O O CORNER STUD O NE y WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY ° MTS30C OR CS 16 1'/a" O 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. °••. Q �( T. 6 TO HOLD IN PLACE. RAFTER TO RIDGE TO RAFTER CONNECTION USE: COILED STRAP CONNECTED TO /� ?� IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, STARTING AT THE HEAVE,APPLY 36 INCH-WIDE(914 MM)SHEETS OF CS20 USE 8 8d NAILS IN EACH END AT EACH ROOF RAFTER O TRANSFER SHEAR CO NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), AT EACH ROOF RAFTER • ° O O w,1 �� USE 8-16d NAILS AT > SUCH AS SHEAR PLATES,SHALL.BE USED TO MAINTAIN THE LOAD PATH. 2-16d COMMON AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. °ap EACH END w M O HOLDDOWN NAILS AT 10"O.C. n 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS DECK POST TO CONCRETE CONNECTION USE: O W PBS44A FOR EACH POST-USE 14-16d NAILS (HDU5) O m Z NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. ICE PROTECTION(SECTION R 905.2.7.1)(SECTION PC44 FOR EACH POST FLOOR TO FLOOR CORNER STUD �o UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) DECK POST TO GIRDER CONNECTION USE:FLASHING STUD TO ROOF RAFTER 2-16d COMMONCONNECTED TO 6 73 4 93 CHIMNEY'S AND FIR SPACES-CHAPTER 10 CONNECTIONS- 0 NAILS AT 6"O.C. O TRANSFER SEAR P_ESS10N ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT GIRDER TO DECK JOIST CONNECTION USE:MECHANICAL-CHAPTER 12 MTS 12 @EACH JOIST CONNECTION CANTILEVER CONDITION JEFFREY T. BUTLER, P.E. TABLE 3.11 (WFCM HIGH WIND EDITION) GENERAL MECHANICAL SYSTEMS-CHAPTER 13 (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) HEATING AND COOLING EQUIPMENT-CHAPTER 14 PORCH POST TO DECK USE: WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS EXHAUST SYSTEMS-CHAPTER 15 2-AC4 -USE 14-16d NAILS -1 DUCT SYSTEMS-CHAPTER 16 1 3/4"MINIMUM gp Q COMBUSTION AIR-CHAPTER 17 PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE m STRUCTURAL SHEATHING MAXIMUM NAIL SPACING CHIMNEYS AND VENTS-CHAPTER 18 USE 14-16d NAILS 0 8 SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS PLUMBING-PARTVII W O �, (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) PORCH ROOF RAFTER TO GIRDER USE: z iL a O E 6 MTS 12 AT EACH ROOF RAFTER HOLD DOWN BRACKETS AT SHEAR WALL CORNERS. z 4'EDGE ZONE 16 AND WINDOW AND DOOR OPENINGS o ,, o o a " F 12(SEE NOTE 2) (FLOOR TO FLOOR&FLOOR TO (n -10 m E 6 Simpson Strong-Tie INTERIOR ZONE 16 U210 2x6 FOUNDATION;WFCM FIGURE 3.8a&3.8b) W W O z F 12 AT EACH RAFTER 4 W 9 Q m 4-1Od x l 1/2" L a � 0 E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10(WFCM HIGH WIND EDITION) Simpson Strong-Tie RIDGE TENSION STRAP W U z rr- F=NAIL SPACING AT INTERMEEDIATE SUPPORTS IN THE PANEL FIELD(IN.) le Id ROOF CS20 USE NAILS Q 111 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: AT EACH POST IN EACH ENDND AT � � J � 1.FOR WALL SHEATHING WITIHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) ATTACH LEDGER TO FRAMING EACH ROOF RAFTER 0 Q REQUIREMENTS SHALL BE USED. MEMBER WITH 2-1/2"X 5"LAG STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER SHEATHING LOCATION STUD SPACING SEE PLAN 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS W O 0 _ MEMBERS WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) ° ' •` ' Q t j d) Z ID O BE REDUCED TO 6 INCHES O.C. E 6 Q L 4'PERIMETER EDGE ZONE 3.FOR EXTERIOR PANEL SIDTN'G,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED 16 F 6 0 {-= O FOR COMMON NAILS. E 6 Simpson Strong-Tie �' INTERIOR ZONE 16 U210 2X6 RAFTER U F 12(SEE NOTE 2) AT EACH CEILING JOIST to z ti E 4 4-10d x 1 1/2" • z J GABLE ENDWALL RAKE AND RAKE TRUSS W TABLE 3.213 (WFCM HIGH WIND EDITION-2015) F 4 ' e q O Q b U � SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) d F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM MAXIMUM ANCHOR MAXIMUM ANCHOR JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH d AT CATHEDRAL CEILINGS LT SPACING(IN.) i 1/2 BOLT CONNECTION RESISTING SUPPORTING (BO ANCHOR BOLTS) (BO ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. d' LSSU OR EQUAL • PAGE :2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS d Simpson Strong-Tie 2"M�MUM WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<4.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. U210 2X6 STDECOVERAT EACH DECK/I'ORCH JOIST 't RIDGE LATERAL AND SHEAR LOADS 1-3 STORY 31 48 Simpson Strong-Tie Simpson Strong-Tie 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 4-10d x 1 1/2" WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42<,QSQ.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. SSTB28 WITH BP 1 AT EACH POST FOOTING TENSION-STRAP r 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS TYPICAL PORCH/DECK DETAIL 0 T NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS COPYRIGHT 2013 JEFFREY T, BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEI I EY T. BUTLER, P.E., P.G. i JOIST DETAILS Plate nail-16d(0.135'x 3Yz") Load bearing or braceWshear wal 1}iz'round holes may be above(must stack over wall below} vmb Plate nail,18d(G.137 x 3 Y2" Plate nail,16d(0.135 x 3 Y2") r..� at 12"on-center Load bearing or bracadrshear wall above aim� When shea#holm thlckrtess exceeds �a, Blocking panel:iYs"TJ Rim Elbard, must stack over wall below when eserti -_ outside of hatched zone If t t�6"on-center at 16"orrcenter 2x �ttid wail at Fik,or panel Hall- " €, c } ALLOWABLE HOLES - TJI Joists Blocking panel: trim sheathing tongue at rim board f6".on-center $d{d.131"x 2`z"}at 5"on=cer€ter 1,Y4 or it/2 TlmberStrand LSL or_ No load bearing they bra bested 3"away 1Y5"TJ Rim Board,1 'a"or Web stiffener wall above fulln.distance froniTatle A Mln:dstanoe from Table B horizontally equ�ed on Roth' Plate nail-16d(OJ 35"x AY) (edge-to-edge)from s 1Yz°TlmberStrand'LSL or at 16"ot4-renter*. Web stiffeners required on larger hole. ' TJIE'Dist ' sues at A2W ONLY - bath sides at A3.4W ONLY TJiR'Dist Blocking panel: � � rty 2x4 minimum Web sflffeners 1 "TJ-RJrr Board, DO NOT Floor panel nail- Sheathing squash blocks required each side 1Y4"pr 1Y2"Tlrober5trand LSL a notch flange. t1d(0.131"x 2y,.)at 5-on-center'' b�ndary nails, t at i33W.QNLY or TJr joist _ t tad(0.131"x 2Y'} / 1y4'or 1 X" s ❑ U y t f+rq Q Q Rim-lo-jolst Web Stiffeners required at nter LSL d and$ _ s t 4"ort-ce Tlmber5tr ' � Web stiffeners 6" 6' t nail each side atA3_W rn board. B1 B1y,( -4 regaled on boi}t Tot?Hall-:10d(fl.131A �'� , " Sides of bath` 'st z 2 x z s' 6' Toe nal, floe nail, 1 "TJs'Rim Board, When slfeaH11r1 : A. ° !a 6` L, 2 x Di D1 holes If L g. 12• x 3")at 6"on-center t - ends at B4W ONLY Nofisrrfcvr minimum P mlNmum ttotkkteur nonoreur 1 Od(0.]31"x 3") 10d(0.131 x 3') thkJcness exceeds", f , horns to the perimeter(A3.1/A3.1 W o>1fy} Web stiffeners required t30 NOT {applies t4 all fides �°uP Pe hotsa to lroees Meer at 6*on-canter &t 6'on-venter I%"or 1 i"11mberStratnde LSL. trim sheatfrin tongue min. rid of joists a# harclad meets re uirements for harchad g g on both sides at B11M1' cut holes in cantelever excel knockouts} Q �1#-in Web stiffener TJr tirrl joist at rin-board romfomement required on boat Toe nail-i0d_(Q.13t"x9') and 82�10fVLl' centerline :� "" round or care toles. �: of support Table A-End Support eq Must have'1,,, minimum at 6"on-center' Instal proper blocking trs Blocking panels may be required PR Wes at Al W t7iw1LY h foist bearingat ends.Attach � support all panel edges B2 B2W Flocking panels may be required with braced/shear MmInnum distance from eel a of hole to Inside face of nearest end support Al A1W A2 A2W A3 A3.1 A3.2 A3.3 � B3 tw) vvRtt bracedlshear walls above_or � B4W _ rim joist perA3 detail walls above or below-see detal 61 below-see detail B1 Tut' ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 'For additional IristallaWn spe-ciflcations see Rim Board Details and Installation In A3W A3,1 A3.2 A3.3 "For additional Installation specifications see Rlrt Board A3.4 A3� � °� 2' 3" r s aJ4^ r a'i- tr t3^ r s- a� s aiI^ r a'�- 1r t3- �. Nall through 2x_carttlever,woad(sacker and Wayerhaeuserinstallation Guide for Floor and Roof Fr'atr-lhg, TJ-9001. � . W Details and Installation In Weyerhaeuser InsWiation Guide10 1•-0• 1'-5" 2'-0• 3-tr 5'-w 11-T 11-6 2'-5' T-W 4W 1 °Ti?,"Rirn Board or lye or'i�'TimberStranda' f3loeking TJIg joist imeh with 2 rows l0d(4.148"-x 3") 210 r.o• r e- r s• s-o• s.a r•€r zw zW a.tr 5�^ for Floorand Roof Frarnina,TJ•9001.- LSL, [ail with 1©d(0.131"X 3")Hats.o,te a&eh 8t nails at 6"on-center,Clinched. 9 panel 230 1'-6• 2•-9" 2'-6' 3 6* S-0•' r�r 2�0- -0• rr• ar top and bottom flange.Nall to blocking panel with Use 1W(0.135°x 3Y2")nails with 3Y:TJI*' 3" r-0' 2'-0' 3•-0• 4•-0• 6•� 1•s. 2.6- 3•,W V.6' s-0^ connecdons equivalent to floor panel schedule. joist flange widths. sso rW 7-r r-61 5xr r4r 21C 'X 4%q 5=a^ rr.m 6'-0"length of TJI=`joist 8'clone#er maximum bole for_1i s'- 1 'TJe Rlt rT Board 1 "or 1'2"TIn16erSira 110 11-01 v- rs r-t• 7-r 3--a- s•r nit t a• r•o• r-s• a�• o• sir relnforcettrentCnd filler 1 ii`deep blocking Panels;6"diameter 210 1'-0• .:s 2-W r-0 3'$• V4r r-0• r 2-6 V-0- -e• 6'6- n9 8`diameter maximum hole for 11 l block.Use.4'-0"length maximum for blocking panels 9T LSL,Nag with 1Od 4.`I31'x 3' nails, Attach reinforcement to joist 11%, 230 r-m IT r -r 3-T T-91 V_r rat' 1-s -o � -" 5•6, T 3f4"reinforcement 16"deep blocking panels;6`diameter- .with 9Yz'artd 17T/a"TJI' Cep pr shorter#hail 12^long. one each at,top_and bottom flange: with one 8d(0.131°x 2Yz:} sea r•a• r-b` ---o' T4r 4•-r s{r• T-0' r-0` eat' T-V a•-6` sue• 6=8' 7'-c" 8"diameter imaxlnturn hole for on one side at E2. Attach reinforcement to joist nail at each corner we 1'-0' r e' 3-0 4'-T 6'.a" 6`-0" S-W 2W T 6' 4*-6' 6-6' r4r r-51 a-kr' Web stiffeners I fa"-1 g'deep blocking panels; maxieep far homer blocking panels 9Y" joists, Do not cut flanges. 9 F1 applies to ito 11s vw 1.-0• 1-0• 12-W r-a" X-0- V-r 1-0• tto• 1 s' no- 3 a" a-o• a-0" s'-0• both sides at E3 deep or shorter Than 12"long: with one 8d Comer"x 2�'} Horizontal blocking uniformly 210 1-0r r�r r-0• r� 2 r3 r a- 3-0• e'o• t� t 4- E� 2 a• a at- •t-0• ate` a s• Load iranl above required on both 6"diameter maximum for I��TJ`�-Rini t3ottrd 1Ya"`or 1Y a#each comer Do not cut flanges. m panels between each loaded joists 14- 230 r c, r-0 i-0' r Z-W z•-5' 4•-0' 1-0` r-r r-o• z-cr 3•-C' 4%e 57-u" r-0^ s-0• f sl€ies at E1 St4 ONLY blocking panels 9�'deep or - , Timber$trand LSL,Nat with only. see i p r rr 1'a, 2 a•-0' 'as" free ne' r-0' 2-0' a°-0 s-0 9-6" sr-T 9 G" y� shorter than 12"la- ' -Hall jtrisi.Nail iQ top plate with !1 5" Do not cut flanges. n 1 Od(0:'131'x 3")nalls;one 12"length of 3/4" connections equivalent to: Wood A� � aaa 1•ar• r o• r-0• 3-0 4 a' oar a-a• 94 1� 3ar 4-0• sat• r-0• r-0• 9•-0' ir-0• 9 1�' TJe Wm Beard or 1 a`or t each aft and bottom flange. : } 110 VT t v -i c- T 1•-W 1•-c• -0• 3 T s-0• i'�r t4r fur r-a• sea T-(r 5`6• T-0• io'•o• x tlmberStranda'LSL, all wldt-10d op reinforcement on floor panel schedule. backer 4 ���e` o�`� x1a t rtr ,a r-a ro• 1 r-5• z-5• 3 e- e'o• tr r a` r-0- z tr 3-0 s r e e• a u• 11=rr 9.131"x-3' nails,one each a# belt side at t E 12"length-of 3/" "C at Gad vp�a 16" 23o too ter i-e r-0• t t`a' 3 0' a'-0 r-0 n-0 t-0• 1 o r-0 3 a-0" r 1rt-0 ttwt)* I (_ } Attach relnfarcertterti#o both Sides at Eta '�'j �e`t top and bottom flange. joist web with 3 rows Full depth vertical reinforcement an one side ��� ��, tv1'� �o r� iur r-0• r-0r r$' 2-0- 4�• s-0 s-0• rap ear• -r s ear s Q s-0• e•-0- 1a•� i r ss Q 10d(0.14$"x:$"}n 8t 6" blocking between at E'7 both sides at[t3 F1w 5so 11r ear ear rat• ras- ear s'ar ras• lrrar ear zar ;t m �'as• ��• ear ircar seat• liar :2x4 minimum Attach reinforcement r on-center,clinched.flee_2 eadt joist 4- r r- r 10- 12' 143'"- taJ._ r tr r a- ,r- 12- ta3r: ta3�: to Dist flange with E7 E8 Lessihan 5' a� i g rows with St `and 11r' 1'. I. r ].4 2'-0• w-k S-8 w-e 1•.0' 3`-0' a'-0• 8'-0. 10'-0' 1t'-0• 13 6' squash blocks Less than 5" 16' so 1•-0• ,`-0 1'-0 z-0 d'-5' r-rr 10`8 T C W-T bye' 8-0 11yd 12 cr 14`-0' Sd(O.i31"x 2�')Halls at 6" �s'� TJfs joists. if 7J�'Rini,Board or +�� srrcenter.When relnforcing ES E6 Gap': WEB STIFFENER ATTACHMENT 20- 360 V_(r t o 1� tw zw° 4•p r-0 1( ff 1 1 B 3t-0' a'-0" g� ti s is s iy-6 CS Use 2if4 mfnfmum squash blocks to 1ja"car 1Yz"TimberStrano6'LSL. Face grain #`� Y rtinlmtint sac r-0- r-0• r a• t� rat• a s a!-0. 1t-0 i�- ate• sa• r-0• ire; t3 0 �a s•horizontal both sides,stagger balls. E4 $ Transfer load around TJl4'joist Nail with I0d(0:'131°x 3"} 2a/4"maximum Table B_-Intermediate or Cantilever Su art Halo,one each a#-top and E3 Not t'�vr use with 31/2'TJI joist flange widths �" � 1• - . bottom flange. (1,z for TJ1` Nailing: Minimum distance from eel of hole to Inside face of nearest Intermediate or cantilever su art -EXTERIOR DECK ATTACHMENT Option#1: 56o, em) See table below. Apply sIubfloor TJi joist blocking with end MST Ton ROUND HOLE SIZE SQUARE OR RECTANGULAR HALE SIZE Structural exterior sheathingWeb stiffener both.sid€s. Mush bearinglate atfhesive to all blacks Installed at joist-spars tsetYttt 2" r 4- s off- r e'�' 11- �3- 2- 3- s s~ a r e*4' ii i3- z P required. Flash locations Using See table below. •v41th point load from above;and ra support Hangerheightmust Contact surfaces below,Install web stiffener tight to top flange fir 2'-rr r-c 3`-e r-w r-T t'-e x-C T-6' s-' 8--r w ire o mmimuni of 6011. t3oUWe T Ilm Joist Filler Block: t(anger Backer Block:Install dent EJEaxltnUm `overhang two 8d_(O l 13"-x 2y-) Tlght ft' ng ) yy, 210 7-T 7-6' T-6' s-0" sat• -r-tr T(r 4W V.a- r_V o Attach r the table.Cinch to top flange(tight to bottom permitted at beam. (gap at bottom fla- e afjolst depth P Treated 2i Halts or 23e 2�6 3-0 x-e s-0 s s• 2•-v 3•.s 44r S-0' T-s r Halls when possible. flange with face mount hangers}. fi Nailing Requirements , s-0 q{r s s s-0 q-0 3#r a�1 s e T-0' s-0 00 ledger �Q� t 2y;screws, a Depth Minimum Web Clinch malls when possible. \ TJI Jolat Series Number Nails s� sue` cif r-0• rv-(r a-o- s-0- e--e- a4r W-0- w • '� See fastener '� � �� �2�"� typical (In.} Stiffener Size TYI� g tattle below.Maintain 1Ye"TJ-Rim Board or 1Y" End Intermediate 110 t-fr t1r rs• a• a a'a s-0" ear 1ya r-0 ear o• Tar s-0- o 5 , 210 lxr lwti g{, 3-0 ate• 5 4" 9->x' r�i• 2Ki S-o 4+s 6-0' s-0^ 10'-0• x • r " ' -, 2`ells or 11�"TlmlierStrande LSL. -110 fall .�"x 2sl,S";f ., distance minlmum, from r ( ) fad 1i( 23r 1'>a` 1. T-V5 1 .-0 Top mount edge of ledger to fastener. t 210 RII �4"x 2a/a"`„ �o T-0• 3ar 4 ar s s• T 0' T a- 1 ra 2.4r• 2-T s-a' -r4r V-€• V-T tr-0• hanger e . 230&360 All 7/"x 2s/a"", (6.113'x?j'2') 3 3 aso r-0• 1-4r 4-6• s-V W-ir S-0. 17-01 a�r 4•-0' e-0 oar trs 11.-0. 17.4r W , � Option#2: f PastanerAllawableLoad (Ibsfbolt) 2x_strappingInstaledat;'3 16d tie 1'-0• 1'.tr 1•-0" 1' Z- 2W 4'-5'• W-T t'-0' 1`-0. r-0 2.-- &.T f-_T 9'-o" TZ-4. m Face mount 'Backer black - Yi'Through bolt joist-span locations using twta 56G All 2x4l' 210 1-0' 1W t'$' 1.-0• 7-6-- T-0. 6-T 9•$ if-c 1- 7-0' T.6' 6•-(' T•0• iO'J ' 13'-0• both sides of web RIM Board Material )z"lag bolt Yz"Through bolt with Alr S ace (0.135-x 3,V,-) t4• z3o r-0• r tr r-0- z-0 a{s- a c• e-a 1v-0 t�r t cr 2W s-0 a$• T e• tr-c- 13 r hanger p 2}�"screws per joist,typical with single TJI1 joist I%"TJ`RIM Board 01 480 695 la, 16d 4 4 ass iwlr lyre r -r se" r-o- E-r ir•e• 1W 2w' 4•(r .s-6` 9-W 19-T 17-0" lawn' 1r4"eb stiffeners required l€sides of 1 i TlmberStiand LSL 610 725 g15•e Option#i3: 56L1D 20" 2x4 z 5 5- 5fi0 t'fr 11-M 11-61 T-61 F-T T_Av 9 T 13'-61 V4r T-Cr F-kr ear 19'-0' 111-T 13'-6" 15'-0' hanger do not iaterall support at With top mount hangers,backer block required only 1 t2"Tlmberstrane LSL 675 725 Directly appied ceiling 22"'t (0.135'x 3Y2) 6 11 110 1�r 1�• t a• its' r-0 r c" ram• s o• a'-0• r-0r r�r 1.0° 1`.T T-W 4-r e'4a tr-a' 15W Hi 9 Y PPo Fit fardotnrnwarclaads8xc,eesfln 2fill sorforu ifs Fi3 24"ts 6 -13 z10 rcr tar i� r-rr to- ear a-0- air ice¢ r{r 1-r r-0 r-0- as 5-0' 1r-0- iz$ 16-kr least 3f°of TJI'joist top flange g (l)Corrosion resistant fasteners required f tit service applFtbns., j�g} dyjl cifrE+d on the la .. S conditions.For nailing requirements see page 5,TJ- 1 �-r'+ l (2)Allowable load determined In accords vAth ASTr4 D7sz . layout of 1 PSI or PS2 sheathing,face rain vertical 16" z3o 1w• 1'cr 1 r i o t a" z-o a-0' a'a° 11 1' t-rr 1-0r -0" 5 0 S-c" 1c-5. : y ~•� i depths the bracing options-above r`S regttrrelf { ) 9 g 360 t=o t r-q 1-a 3 is t c- s-0- teat" t rs t o• t z-p air r-0^ a-e t3 ta-0' tr=Fr 90rii Weyerhaeuser Guide for {3)ty&'T#r t21m Board Is allowed only. {2)Construction grade or better 990 ear i4r r-o* r-r, r-r T-r -r4r ti••a' 164r t-0• 1ur 3 s s-0- sr-0• tr-0- i4-0• is a- ie�t Roof Framing,T,f 91VI. (4)MaAmum 7i`shimmed air space. (3)Web stiffeners are always required for22'and 24"TJI a 560D,foists _ - - - a- re• r sr- 10' as- ta1;.. ts3h- a- s^ r �r- im• ss• BEAM DETAILS FASTENING of FLOOR PANELS t8. 360 1•-T net r-e 3'-0` 6"T s:E if -V i!.c- a•-0• ce• 9-0• ia-0• i5$' 19-0 Guidelines for Closest On-Center Spacing per Row FILLER-and BACKER BLOCK SIZES 360 11-T ..tr r-0• 7.cr FZr icr-r tsR 1`-rr w-tr a'-0- ,1•$ 16-0 ]Leff is-0 rJlgtimzs Rim Board 1147 _ Tir Joists 110 210 230 or 360 .360 560 560D 20' 3a0 "'T r o^ r-0• l o- 3W 6W 1tLo 16• 9.0 r 4-a" r 0• izs 16�s 19 t7 2<t� BEARING FOR DOOR BEAM TO BEAM BEARING AT Nall.Size 110,x1o, 36o and 1+�-T� Tlmb@rstran&LSL Tknberstrandg LSL Mlcrollams t3aralam� r� � Y r " r " sso 114r 1:-T 11-01 1'-0 1'a• s 6= 1r6 is-0 1'a_^ s`-0^ 6-0' ai'�• 14� tr-0 1S-0 zo 6' BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board 1YE• IY2- or wider LVL Psi Depth 9%"-�if.e 14 16" 9Yz--ltla 14"-16" by'-11/s 14"-18" 18%20" 11/ 14"-16" 1V.20" 22-2a" r�acr�r�rraresb��anm� r�r,an �_ (1 CONNECTION CONCRETE WALL a Leave Ya7 of web(ninimumi at top and bottom of tole.DO NOT cut joist flanges. iJ- 1Y"TJe Rim Board or Strap per code if to to 8d(0.i93-x 2Yz ,8d(0.13i'x 2Yz"i 4" 3" 6" 4" 3" 3" 4" 4" Filer Block t't Zx$# 2xt3+ �" 2x6+ " 2x8+y' 2x12+yt" Two Two Two Four%"x 15 a X s- P P P P� 2x8 2x8 Tables are based on unNprm bad tables In axrerst design Itterature 1od 0148"x 3",i2d O.i48"x'3Y 4'f3t d"t}) {Detail H2) sheathing sheathing sheathing sheathing sheath sJ 2x& 2x8- 2x,2 sheathkrg 13¢"or 1�"Tlrrt>et'atr�nd- IS riot kt3ndrtuoUS over ( } { �� s' $` s' '�' S` 4" a For simple span(6 minimum),uniformly loaded joists 1►sed In resldent�l�plca9ons;are maxlmuni size rand fide may be located LSL or blocking for lateral header 16d(0.183 x V2-) fl• 6" 1E•t+t 6^ts7 6•'t� 6"ist $i*r 6" Cantilever Filler 2x8 2xiQ 2x6+s/a' 2xi o+�• 2x6+X1 200+'/z" Not at the cerrter-vf the joist sport provl�d#ham no other holes occur In the jolat. � � LL -support , Ste r Halls vet n usl k (Detail Ea) 4'-0'trx g 6'�'> sheer sheath-- site sheathing appllcaNe Not p, ble ( ) -9ge ng 4'on-cent-et•spacing aril maintain?'')dst and panel edge distance.One row of fasteners perm „vn at abuAr 4•.p-thbng 5'.0-long a''k.V g`-0-long and Beams 1IL pastel edges)for diaphragms.Fastener spacing for TJrb joists In daphragm applications cannot be less than shown In table.When fastener spadN for Backer Block tl)_ - Headers a Strap per code if top !,; bloddng Is less than spading shown above,rectangular blocking must be used In Ileu of TJI£joists. HO LES ALES to Is not continuous f (Detail F1 YF or'la' 'l,"or E' %"or 1"Net 2x6 2xs. 2x12 Two `x,5 1L O U pia (2)For non-diap-Sragm applications,multiple roses of fasteners are penrilttedif trees a*e offsetatleast W and stag_ mod. or H2 sheathing "I 55E TimberStrand LSL Headers and Beams 03 -avur column (3)with 10d f0.Wr x 11r')nails,spacing can be reduced to 3"on-center for light gauss steel straps: 1 ng 2 x diameter of the r I UJ Top mount penetration Into the narrows edge Is no rnore than 1yy"(to rninirrfze s Intl Filler .16d(0.135'x 3�"} � t- (a)Can be reduced to 5'on-center IF Hall c €1 �) hall Size 10d(0.128"-x 3") largest fide(rrdrslrnrm} ''''tt N Q iunngtr (5)Can be reduced to 4"on-Center it nal penetradatt into the mrrow edge is no More tttarr 1Y,"(to m1nin rze spitblrx)). Backer 10d(0.128'x 3q Column Face mount-, Protect untreated (6)Can be reduced to 31' "on-center If nal netratlon Into the narrow edge Is no more than 1Y47(to minimize splttln i Y depth AOavaed hole zone (K ■Recommended nallln Is 12"one enter Ineld and 6"arc$nter alon panel edge:Faetertl ;5 Cecil sloe 25 esr Y,side wood from direct 9` Nall Filler ��sld. hanger 0 O rip r�tdrrtrrsertts ors engineered drawt5gs sntpersede '15 111 contact with recommermatlonslistedabove cTuarttih 3f - -- -- -- ----------- See - -1 concrete° =a t+Raxlmunt rr211 spacing far TJIg joists Is 1t3"oria�ilter; B r L1 L2_ L3 Current Weyerhaeuser L4 -- acka 1s -� --------- -- 0-_------ O 15 15 _ ■,4 ga staples may be substituted far aid(d.,13"x 2 =}Halo If minlmusm pe€retratbn or 1"lie the TJIg joist or dm'.lotrd Is achieved. (1)It rssar,u a€ase like and bask4r ep�k txyghclnr 4se mta re-sna;x�gs antsr a gap ac or jsias W.file tk�gloss - >µi X O literature for framing connectors a To mlydmlze splitting,maintain a• Lltl stq; s" a ma;gqulretf;natl�wlthot - I Jng(t2°mMkn�ar fxi ci arbbck�and 2# mtim� c�tll�s,�o i- e a o- o a 1 55 EllmberStrartd°LSL O 3 o (Q edge distance and row-spacing of 2Yzz x nal diameter or��.whld�verls greater. (2)Clinch nals when posslr,F. ii-I M q, ■Nailing roues must be offset at least Y"and staggered.` �� Maxlrnum Round ■For recommended nailing and adhesives,-see INSTALLATION RECOtvtktENf)ATIONSS on page 2 of the fNeyeMaeuserInstallation C�.�rfe kxJ Jaor � z th and ltfFrtra Ins,Tf 9to'_ 9V-9y6" -3" 0 W Multiple-Member Gannectlons for Beams JJoi must be Literally supported at t3 „y,--„ - 3%' p cA -, Fastenerinstallation Requirements cantilever and end beatings by blocking 14-15' a5 " Piece #of Fastener T,I1 joist floor framing does 1 panels,haft hanger -or r direct attar hmerit to General Notes sew llusvatton for altawee hole xono � a• � Width Plies Type ttt Min.Length #Rows O.C.Spacing Location When fasteners:are required-on both not require bridging or a elm board or fin joist: -. Allowed hole zone suitable for treaders and beams with_ (�/ sides,stagger fasteners on the,second mid-span aft blocking uniform andfor concentrated loads anywhere along the member.BEARING AT 1 Halls 3` =3 P e R i 2' � side so they fall halfway between - auzxl holes only COLUMN 2 12d-'16cf halls 3 4 212' Cana side fasteners on the first side. + No toles In treaders or beams In plank orientation. �• _ Screws 3%3'or 3Y,-' 2 24" HZ lu 10d nalls 3" ipi Al other Trus Joist,& Headers and Beams 12" Both sides Rim board joint a 12d-16d naffs 3 Y4" 2'' RO NOT bevel curt joist Mfcrr111am LVL 1 Via" 3 33"or3Yz" Both sides beyond Inside-face of wall, � between joists �/yp)`ayerhangs�at wis 1.3E TlmberStrand-' and Parallane PSL Screws `7 24 Load must be applied evenly across on beams beyond the InsWe LSL hole zone hole zone 2 x dlameterof the Ys depth EN EER: 6" One side entjre beam width.Clttterwfse,use lsport largest hole(mintramr} - fay ofsu frnember, N Verify column capacity :connections for side-Goaded beams" 1()d nails- 3" 3-' One side - - DO NOT cu4 notch ordrrN and beam bearing 12" (per ply) ( Dies In headers orbeams L5 length.See current 12d-1titinals"' 3Y' 2 ,_ d ----- ` _-- except asindrsafedin T ,� Weyerhaeuser literature. 5"or 6" Both sides • Screws 2 24" Multiple pieces can be-»ailed or boned together to J Q e a O illustrations and tables. fl �•sr q w �(� 6 ¢" One side L8 form a header or(seam of the required size,Up tq a TJIe elm joist f `/� 5"or 6" _ Both sides maximum width of 7" _ Mlrxallamr LVL arxf Other Trus Joist*Buts. n Ei 1 "TJ-Rlrti>3ogrd or .Parallama PSL - • � � � tier or 6emn hlaxlm,gn Rstxtd " .4'[•rPWA 3 " Z Z4 l'1. _ "r L3 iL" fi t, Ai1OLVONI hnIQ 7ME 3Yz 2 t3 la One side. V � !_f� / 'iY�er"1�[ llmberSvarnd L,JI... oe� j2'bolts 8" 2 24° - .£ f mldateY�sport a3�` 3 4r' 11 _ z 1 1 Od nags are 0.128"diameter;12d-'l6d naffs are 0.148".0.162"diameter,screws are SDS,SDW,LISP WS,or Trussl_OK " L1 d ,.3E TlmberSbmnde LSL allo`xed tide zone d A COLUMN DETAILS ( ) (2)An additional row of nails Is required with depths of 14"or greater. B1 7Y""-20• 2" RpF �P H i see i,ssrarbn for Allowed H.I.zone ES SI� (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows In the ply below., j f F General Notes JEFF T. U f REY BUTLER, P.E. BEAM ON B2 Allowed hole zone suitable for headers and beams with uniform bads only. COLUMN CAP NAILING AT BEARING(FLOOR) L5 Sri� � '� + Round holes only (� � TJW Joist to Bearing Plate Squash Blocks to TJP Joist ''' a Na fides In cantilevers. 3 - _ • No holes in headers or beams in plane orlentatim m 1'i"TJ'Rim Board or (Load bearing wall above) - .; _ „� O 13 s"or 1 Yz"TlmberStrarrcf LSL: Joist may be shifted up to 3'if_ iii (jog B j Oi•82 at f{ Q .i Qiie 1 Od(0.I 28"x 3') l F 1 W O d) > One 8d f).113"x 2Yz"} floor parcel:edge Is supported .. ( nall Into each flail and span rating is not exceeded, B4 IliterflTEdlate bearings E f U � _,nail each side.Drive Da net cut Jalst 8arrges. a,`I 1JJJ .� with load bearing or _ r z Q a o nails at an angle at 1 brace dlshear wall , O P1 from above Q V O o u Plumbing Drop W O z r least 1Y from end, W T�t'sd of joists tat centerine Zi*minimum of support L2 r _ ti �i m COLUMN BASE 114'_minjmum end bearing intermediate bearing Also see datatt 82 / pP ; W to O single:-family applications b�"may be required �� t ) I, _ for maximum H1 r jL O o Shear transfer.-Cvnirections equivalent capacity o 7 1 W u z to floor panel nallfngschedule • 1 ' t Rim to TJr-Joist j (� iYa T Rim Board, - f i !/ � W 0 7 N a J Boa TJI1'$60 rim joist:Toe- ct f � O O O � I "or 13�"TlmberStrand L. AddWrial joist Is regvlred If t ,,- O or TJi' i ill elm joist: ..,. nail with 10d{0.128"x 3} P 9e unsupported L4 •. o Q O Hoar anted isunsu eel f • ' LriDi#ft7Tirsiesawn P2 Cline 10d(0.131"x 3")fief Into nags,one ear2r side of or V span rat➢ng is exceeded. ;. :. �' htmberfarrlm W each flange TJIa Joist flange TJts680 .. ,� Exterior[leek board orblotkhtg U� 0 O 0 -1 O I floor joist_ 's '• ;, 4 :/�>� Attachment as it.naysfirink� O 0) Z 0 ,� j Tdr 2`10,230,and 360 rim jost: - .". �� Strtictt.rral ELEVATED One 16d 0.135'.x 3 ." nall Into INSTALLATION TIPS :, - a�rfnstaltaffw. 1 u each ( Yz) o . sheathing t/sz orry N 4 COLUMN BASE flange. =Subloor adhesive will improve floor performance,but o With lie s 1S",useTJI 360rim rot eaghwredAfmber. ~ IL 13/4^minimum bearing Pm joist. Tap may notbe required. V O i Locate rim board joint between joists. Q Safety bracing(lx4 ti Squash blocks and blocking panels carry stacked Protect untreated wood o_ minimum)at 8 on-center ` � � BEAM ATTAGHMENT'at BEARING vertical loads(details B1 arid B2):Packing out the inre#r from tilrect contartwfth See ALLOWABLE on-cen#erforTJle ii4 jols#s)and � lu f of a:TJI Joist with Web stiffeners)Is not a substitute r.ancrete 1Y"knocJcouts H3 HOLES O � Q ( z o extended to a braced end wall. 1%"TJ`=Rlbt Bo_srd or for squash blocks or blocking panels. at approxlmateily- Fasten at each Joist with n 1 'or 7}'�TlmberStrand``LSL, 12"on-tinter two Ed(0.1'13"-x 2Yz")flails minimum When joists are doubled_at non-bad bearing parallel - - partitions,space joists apart the width of the wall for (see VttARNltsfG), I F3 Optional piomtlilg or}IVAC: ' Bearing platy to use. nnn-chrink -:Sete rrarnlrw at, r d Ilcatrle ui s flush with Inside face. Drive firs elan F'I ti 13P ) grout One'Od(0.128*x 3")nail e I-t Weyerhaeuser tnstallation Guide for Floor "Additional joist at plumbing drop(see detal). of wall or beam angle to rnlnlmize side of member at bearing, and Roof Framing, TJ-90 0. For minimum spltdng of plate g gf ' PAGE : � 1)`z"minimum from"end end and intermediate bearing fen � � � This shut is intended as a supplement to the Weyerhaeuser lnfa!latiar Guide forFlovrar�d Roof Ftrarrrir�g, TJ-9001, and the Deep Depth Trt� .loist 7JI.1isInstallatiar� Guide, T]-9DOfi, Which should be referenced for additional irfe�-rr�ation. 8 of S , COPYRIGHT 2013 JEFFREY T. SUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM ZFFREY T. SUTLER, P.E., P.G. 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA J A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN CONTINUOUS BEAD THE BUILDING ENVELOPE F SEALANT GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS A CONTINUOUS AIR BARRIER SEALING MATERIAL MANUFACTURED THIN-PROFILE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE ATTIC VENTILATION BAFFLE NTED AIR SPACE SEALED (FULL WIDTH TTIC INSULAITON THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT CEILING ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL GAPS IN THE AIR BARRIER SHALL BE SEALED BE ALIGNED WITH THE AIR BARRIER \----.CONTINUOUS MINIMAL ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL EXPANDING FOAM AT DOORS TO UNCONDITIONED ATTICS SPACES SHALL BE WINDOW PERIMETER SEALED ONTINUOUS BEAD CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS J_ OF SEALANT THE JUNCTION OF FOUNDATION AND SILL PLATE TO SHALL BE INSULATED BY COMPLETELY FILING THE CAVITY WITH FILING GYPSUM BOARD BE SEALED. AS AIR BARRIER RIGID INSULATION WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER I XTERIOR INSULATED EXTERIOR WALLS TO BE SEALED INCH MINIMUM --CONTINUOUS BEAD EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS ­-AMINDOW UNIT AS OF .SEALANT WALL KNEE WALLS SHALL BE SEALED SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND AIR OF SEALANT BARRIER ONTINUOUS BEAD THIN-PROFILE ATTIC EAVE CONTINUOUS ALIGNMENT WITH THE AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS CONTINUOUS MINIMAL BAFFLE AND VENT THE SPACE BETWEEN WINDOW/DOOR JAMBS AND EXPANDING FOAM AT \____cONTlNU0US MINIMAL FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE WINDOW PERIMETER EXPANDING FOAM AT SEALED WINDOW PERIMETER CONTINUOUS BEAD GYPSUM, BOARD MANUFA6TURED RECESSED LIGHT RIM JOIST RIM JOIST..SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED -OF SEALANT /­1 X4 BLOCKING ENCLOSURE TTIC INSULATION G YF B FILING JOISTS FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO ONTINUOUS BEAD MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF F ADHESIVE FLOORS (INCLUDING ABOVE GARAGES & THE AIR BARRIER SHALL BE INSTALLED AT ANY ----WNDOW UNIT AS, CANTICEVERED FLOORS) EXPOSED EDGE OF INSULATION SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY INSULATION ONTINUOUS BEAD SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP ,SIDE OF SEALANT AIR BARRIER NSULAT.ED EXTERIOR 4ioffi OF SHEATHING, OR CONTINUOUS INSULATION INSTALLED ON WALL THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE CONTINUOUS MINIMAL XTERIO WALL yyyly BOTTOM TO THE TOP OF .ALL PERIMETER FLOOR FRAMING EXPANDING FOAM AT SHEATHING MEMBERS LEXPANDING FOAM SEALANT WINDOW PERIMETER AT PERIMETER CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO BE CRAWL SPACE INSULATION, WHERE PROVIDED INSTEAD OF 2-STUD CORNER ONTINUOUS BEAD COVERED WITH A CLASS' 1 VAPOR RETARDER WITH FLOOR INSULATION, SHALL BE PERMANENTLY ATTACHED TO CONTINUOUS BEAD w/ 1x4 BACKER OF SEAL NAT OVERLAPPING JOINTS TAPED THE WALLS. 6---DRYWALL CEILING DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE z OF SEALANT CESSED LIGHT FIXTURE SHAFTS / a PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED cn w ONTINUOUS BEAD SPACE TO BE SEALED 0 '%------CONTINUOUS BEAD OF ADHESIVE BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR ca OF SEALANT AIR SEALING AT RECESSED ONTINUOUS BEAD NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON cn ? � 1.1 ONTINUOUS. SILL SEALER OF SEALANT LIGHTING IN ATTIC INSTALLATION READILY,CONFORMS TO THE AVAILABLE CAVITY -FULL WIDTH OF MUDSILL ONTINUOUS BEAD SPACE cr OF ADHESIVE W X \x FOUNDATION WALL ONTINUOUS BEAD GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED SPACE AS AIR BARRIER OF SEALANT RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE ONCRETE SLAB AS RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE :SEALED TO BUILDING THERMAL ENVELOPE SHALL BE SEALED AIR 0 0 AIR BARRIER THE DRYWALL/FINISH SURFACE. TIGHT AND IC RATED ----FLOOR ASSEMBLY LOCKING AS REQUIRED PLUMBING AND WIRING IN EXTERIOR WALLS, BATT INSULATION SHALL BE CUT X\/ W CONTINUOUS BEAD --------GYPSUM BOARD BOX NEATLY TO FIT AROUND RING AND PLUMBING, OR Xy F SEALANT ONTINUOUS BEAD ENCLOSURE INSULATION THAT ON INSTALLATION READILY -O OF SEALANT r-ATTIC INSULATION CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING \77 " ` /< �-"' N---,CONTINUOUS BEAD EILING JOIST SHOWER/TUB ON EXTERIOR WALL THE. AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND 'TUBS 17;1,7 ,��77, OF SEALANT ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE SHALL BE INSULATED I CONCEPTUAL AIR CONCEPTUAL AIR WALLBOARD AS BARRIER ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND SEALING STRATEGY SEALING STRATEGY DWI EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR AIR-SEAL CONCEPTUAL AIR SEALING _k X1 I- BOXES SHALL BE INSTALLED * % x LOWER WALL SECTION UPPER WALL SECTION HVAC REGISTER BOOTS THAT PENETRATE BUILDING % LL STRATEGY AT UPPER FLOOR HVAC REGISTER Lu XPANDING FOAM SEALANT BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE BAND JOIST AT PERIMETER SUBFLOOR OR DRYWALL OR CEILING PENETRATED BY 3: 01 ONTINUOUS BEAD ,OF THE BOOT, "D m SEALANT 0 0 L—DRYWALL CEILING CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONCEALED FIRE r: T " GYPSUM BOARD RECESSED LIGHT FIXTURE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER 3: 2) LAYERS 2" RIGID INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. uj d) INSTALL 1" RIGID INSULATION INSTALLED DURING FRAMING CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT CUT TO FIT BETWEEN THE AIR SEALING AT RECESSED BE USED TO FILL VOIDS,BETWEEN FIRE SPRINKLER cq tu RAFTERS FROM SEAL BOTH COVER PLATES AND WALLS OR CEILINGS lft RIGID INSULATION SIDES ALONG RAFTER WITH ROUGH CUT AROUND EXPANDING FOAM SEALANT. LIGHTING IN ATTIC X 0 VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE (:) M D a) 1w, -AIR SEAL PERIMETER NTILATION CHUTE FOR LENGTH OF RIGID INSULATIO LINSULATED EXTERIOR MATERIALS R-VALUES lu 0 tL m Z cz U_ WITH EXPANDING TTIC INSULATION WALL EMENTBACkERBOARO cs Lu FOAM SEALANTEXTERIOR WALL U8 SURROUND FINISH MATERIAL INSTALL I" RIGID INSULATION SHEATHING TUB UNITR-VALUE VERTICALLY TO CONNECT ul 0- INSULATING SHEATHING TO RIGID 3-STUD CORNER w/ 6) RIGID INSULATION PROVIDE BLOCKING AT BEYOND INSULATION BAFFLE. 8 SURROUND BUILDING BOARD FOAM SEAL BOTH JOINT � STUD CAVITY AT TUB GYPSUM WALL BQARD (y2 } 0.45 U- h—CONTINUOUS BEAD AT EXTERIOR WALL—. ONTINUOUS BEAD GYPSUM WALL BOARD 0.5625 OF SEALANT ONTINUOUS BEAD OF SEALANT RIGID INSULATION INSULATED EXTERIOR OF SEALANT IN PROFILE WALL PLYWOOD (Y2-) 0.62 -EXTERIOR INSULATED J' RIGID INSULATION j STUD WALLSHEATHING PLYWOOD (%4") 0.94 ENGINEER: WALL ePROVIDE BLOCKING AT XTERIOR INSULATED STUD CAVITY AT SHOWER ONTINUOUS BEAD WALL AT EXTERIOR WALL OF SEALANTH_ OF N I" RIGID INSULATION AS ONTINUOUS BEAD OF ----iNSTALL INTERIOR SHEATHING SIDING I" EXTERIOR INSULATION SHEATHING SEALANT PRIOR TO co INSTALLATION OF \-EXPANDING FOAM xX ATTIC EAVE BAFFLE AS ATTIC EAVE BAFFLE AND VENT PREFAB FIREPLACE UNIT ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 CUT AROUND MANUR VENT ALUMINUM/ VINYL SIDING (Y2" INSULATION) 1.80 REFAB Lu TILE SURROUND FINISH FIREPLACE ODD FRAME ...... 73495 S v S\ \ AIR SEALING BEHIND TUB JEFFREY T. BUTLER, P.E. w/ THIN-PROFILE SHEATHING cl m 2 w 0 0 > LL .4 z ul z WZ C4 Ck INSULATED CANTIL&ER FLOOR U) o �; CAVITY INSULATION w/ 1" RIGID w INSULATION CLOSURE Z W AIR SEALING BEHIND SHOWER AIR SEALING AT PLATFORM FOR o w/ THIN-PROFILE SHEATHING MANUR FIREPLACE ASSEMBLY w 0 U) MO fj IL tL v CL z AIR SEALING AT AIR SEAL AT TOP PLATE AIR SEAL AT TOP PLATE PAGE : ATTIC HATCH PIPE PENETRATION AIR SEAL AT DUCT BOOT ELECTRICAL PENETRATION ` �J Of 9 COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.