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HomeMy WebLinkAbout51424-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#: 51424 Date: 12/03/2024 Permission is hereby granted to: Nick Colon 300 Corey Creek Ln Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 300 Corey Creek Ln, Southold, NY 11971 SCTM#78.-4-7 Pursuant to application dated 10/09/2024 and approved by the Building Inspector. To expire on 12/03/2026. Contractors: Required Inspections: Fees• Single Family Dwelling- Addition&Alteration $711.25 CO-RESIDENTIAL $100.00 Total $811.25 Building Inspector e4 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 h° Telephone (631) 765-1802 Fax (631) 765-9502 N i rL,://www.sot tholeJ ow n yov Date Received APPLICATION FOR BUILDING PERMIT r 11 For Office Use Only E73 Y PERMIT NO. Building P Iris ecton 1M O Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an T DDTG T 771e1, Owner's Authorization form(Page 2)shall be completed. TOW1 � 1� ` Date:10/1/24 OWNER(S)OF PROPERTY: Name:Nicholas Colon SCTM#1000- 78- 4 7 Project Address:300 Corey Creek Ln. Southold, NY 11971 Phone#:516.721.7584 Email:nick.colon@gmail.com Mailing Address:300 Corey Creek Ln. Southold, NY 11971 CONTACT PERSON: Name:Kelly Bennett Mailing Address: 1257 Udall Rd. Bay Shore, NY 11706 Phone#:631 .888.7318 Email:kbennett@jamds.com DESIGN PROFESSIONAL INFORMATION: Name:Tehn Design Group - Emmanuel T. Addy Mailing Address: 1257 Udall Rd. Bay Shore, NY 11706 Phone#:631 .888.7318 Email:tehnaddy@gmail.com CONTRACTOR INFORMATION: Name:Vector East LTD - Jared Loveless Mailing Address:PO Box 148 Greenport, NY 11944 Phone#:631.740.7435 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure iRAddition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $350,000 Will the lot be re-graded? ❑Yes 10No Will excess fill be removed from premises? ❑Yes ONo 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to R40 this property? ❑Yes il! No IF YES, PROVIDE A COPY. B 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):Kelly Bennett ®Authorized Agent ❑Owner Signature of Applicant: Date: 10/1/24 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Kelly Bennett being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the, agent (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 rly�Y 1 st cto� er 2024 day of , PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Nicholas Colon residing at 300 Corey Creek Ln. I, Southold, NY 11971 do hereby authorize Kelly Bennett to apply on my behalf to T n o Southold Building Department for approval as described herein, 10/1/24 it r",s itire "` Date Nicholas Colon Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) Nicholas Colon residing at 300 Corey Creek Ln. I, .._........ (Print property owner's name) (Mailing Address) Southold, NY 11971 Kelly do hereby authorize „ (Agent) Bennett to apply on my behalf to the Southold Building Department. 10/1/24 ....... ........ (Owners Signature) (Date) Nicholas Colon (Print Owner's Name) Generated by REScheck-Web Software Compliance Certificate Project Corey Creek Ln Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition 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: 300 Corey Creek Ln Southold, New York Compliance: 7.6%Better Than Code Maximum UA: 171 Your UA: 158 Maximum SHGC: 0.40 Your SHGC: 0.27 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. Envelop e Asses he Ceiling: Flat Ceiling or Scissor Truss 622 30.0 0.0 0.035 0.026 22 16 Wall:Wood Frame, 16" D.C. 782 15.0 3.0 0.061 0.060 29 29 Door 1: Solid Door(under 50%glazing) 18 0.290 0.320 5 6 Door 3: Glass Door(over 50%glazing) 118 0.290 0.320 34 38 SHGC: 0.27 Door 3: Glass Door(over 50%glazing) 118 0.290 0.320 34 38 SHGC: 0.27 Window: Wood Frame 45 0.290 0.320 13 15 SHGC: 0.27 Floor:All-Wood joist/Truss 622 30.0 0.0 0.033 0.047 21 29 Project Title: Corey Creek Ln Residence Report date: 10/04/24 Data filename: Page 1 of10 r 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. Name-Title Signature K. A Date R Project Title: Corey Creek Ln Residence Report date: 10/04/24 Data filename: Page 2 of10 REScheck Software Version -. REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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. seal on Plans Verified ified Fiend Verified Pre-inspection/Plan Review Value vµ value Complies? � e — —�_�,�mm���w...� .....w_. ...... �...� 103.1, Construction ,a I „�Y ...... __ �w� w �__.�.,� �........ .. ction drawings and ❑Com lies 103.2 documentation demonstrate ❑Does Not [PR1)1 energy code compliance for the []Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. _ 103.1 'Construction drawings and ie ® ❑Compls 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR311 lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. �40 .1, � sized per coACCA Manual S based is Heaton Heaton ❑.�mplies Heating g equipment g g: Complies Btu/hr Btu/hr ❑Does Not (pR ij2 on loads calculated per ACCA Coofpng: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Ti( 1) 2 Me dium Impact(Tier 2) 3 Low Impact......mm... 4 .....�___........ _��. ...�__.� P _ �....... ... (Tier 3) Project Title: Corey Creek Ln Residence Report date: 10/04/24 Data filename: Page 3 of10 -------------- --_. ...._. ...... s c i+ rr n ra 6, 1[7 _...__.."�.�..w v...... �z�rrrdataon fraspcctln..... Ca��r�r�pits?.. .._.,,,,,U .. drnterrotslAssa�ru� ti. ... 303.21 A protective covering is insta�lted to ElCorriphes [FOI t 2 protect exposed exterior insulation DDoes Not and extends a minimum of b in, belnuw rr EI grade. Ncet Observable ]Not Applicable 4t33�g —..:Snow-and icy-rcrselttng systemcnrrtrpls.:.. _m...._ �ur��. _e ------. � rru.._.. ... ®Complies (FO1212 installed, DDoes Not �4 ? ONot Observable EINot Applicable Additional r►mment lA^s umption c g p 2 1 Medium Impact(Tier 2'l�— 3 Low impact(Tier 37 1 I pM fm act i G lei �l. Project Title; Corey Creek Ln Residence Report date: 10104/ 4 Data filename: Page 4 of10 Section Plans Verified Field Verified & Req.ID Value Value omplies Comments/Assumptions 402.1.1, Door U-factor. -In Inspection., U-A.....__._.- �. ��_ �,. �- �❑Co....�. �_...._.,. �......... __� -- mplies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 ❑Not Observable ❑Not Applicable 402.3.1, avers U-factor(area-weighted U- U- ❑Complies [able forn 02.1.1, Glazing � 'g Envelope Assemblies average). ❑Does Not values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ;❑Not Observable ❑Not Applicable ...._. .. ..,.� .tee _w_..,a. wr w .._._ ....... ..... �.... 402.4.1.1 Air barrier and thermal barrier ❑:omplies [FR23]1 installed per manufacturer's ❑Does Not instructions. '❑Not Observable ❑Not Applicable .m .......�.r�... w .. �s,o ..- � ..........� .... � . 402.4.3 Fenestration that is not site built ❑Complies [FR2011 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. wm. I ...."".--��__ ....mm._ �. o,.-" _. -.. ... m W.__ ._ :�....� . ..... 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1_ Supply and r tur where duct is. „U, .. ......� ..... _... 403.3.1 Su ly and return ducts in attics ❑Complies Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. .._......... 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or []Not Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable [OR.4 HVAC piping conveying _ R-.-:w�......�.,.�R_.... ❑C..�.,._. _..... ....��.._ -m�_a 4 omplies 17]2 above 105°F or chilled fluids ❑Does Not � below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of on HVAC ��-_.a_ �' ;❑Corn�...�-����--�� ... .... ..... tion of in plies [FR24]1 piping. ❑Does Not [-]Not Observable ❑Not Applicable 1403.5.3mm Hot water pipes are insulated to R- mIT�a R- � ITTy ...... �' ❑Complies [FR18]2 >_R-3. ❑Does Not [-]Not Observable ❑Not Applicable h Impact(Tier 1) 2 ......Medium Impact lm � Tier 2) 3 Low Impact(Tier 3) �..���� Flag p .�.-....��..r. p�.... Project Title: Corey Creek Ln Residence Report date: 10/04/24 Data filename: Page 5 of10 sectionF Plans VerifiedField Rough-Innspecti n "ale Value rt pii � ¢gar rr /Assam tlon 4016 Automatic or gravity dampers are' ll amphes CI= 1 1�x Installed on all outdoor air Pl rees Not intakes and exhausts. E]Not Observable C-]Not Applicable ..,, .. _........ ........ __.. .... ..;. �_._.... .. �_w� ................. Additional Comments/Assumptions hll h Impact Tier Ylm k dram Impact Ver l .m ... a Lour Imp.mct(Tier 3) aa_... Project Title. erey Creek Ln residence Report date. 10/04/ 4 Data filename; Page 6 of10 .............. Section _ Plans eValuri�fied FieldaluefiedL--C ----",[ .. Insulation Inspection omplies? C® ents/ ssu tions R q IIP _ — _. .... ..,.._ ��w_��a. 30 ,1 All installed insulation is labeled ❑Complies ������� � ]IN1312 or the installed R-values '❑Does Not provided. ❑Not Observable ❑Not Applicable 402.2.E Floor insulation R-value. � � R � R- ❑Complies See the Envelope velope Assemblies .elies ❑ Wood ❑ Woo ❑Do es Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 03.2, Floor insulation installed per []Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. _ l insulation R-value.If this is a ❑Complies tSee able the Envelo a Assemblies. . or 402.2.5, mall l/z s wall with at least of the Wood ❑ Wood ❑Does Not 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable .. dda... _... ...._. _ .. m _._. 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 Hdgh Impact(Tier 1) 2 Medwm Impact(Tier 2) 3 --� Low Impact(Tier 3) Project Title: Corey Creek Ln Residence Report date: 10/04/24 Data filename: Page 7 of10 Section P Plan V luefied Feel V l Complies?uefied # r� .. p ' Comments/Assumptions ....&_R_e Final Inspection Provisions ID 402.1.1, Ceiling insulation R-value,. R- R- OComplies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [Fill 303.1.1.1„m,Ceiling insulation installed per ...._.� �..�. .._ -�- Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ftz„ ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air per..�,._��,�w�,�A��,A _�._ .. ......� -�.... ..... meable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable . ...... plies .. _.. 402.2.4 'Attic access hatch and door R- R ❑Com [F1311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door mate t @ 50 l a ❑Do. <=5 ACH 50 =� - ACH 50 — mp ach in Not �.... . m. .. <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to w ..�.cfrr/100 cfm/i�.. �.....-� �-�-100 ❑Complies [F12711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 OC'omplies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection, 4 03�.2.1 .;Air handler leakage at designated of.� ODo. . .�,_.. ._ �.. _ g mplies y manufactureres Not design airflow. (❑Not Observable ' i❑Not Applicable �403. _ ........._.. ..,,,,. _ �. .... 1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ;❑Does Not heating and cooling systems and ; initially set by manufacturer to ❑Not Observable -...�.. ❑Not Applicable code specifications. 403.1.2 Heat pump thermostat installed Elmplies [F 12 on heatpumps. Do �. Not ❑Not Observable ❑Not Applicable [011l l systems ha... � p �.. Circulating service hot water 6Com lies 2 ve automatic or �[]Does Not accessible manual controls. ❑Not Observable ❑Not Applicable . �... . 1 High Impact(Tier 1) 2 Medium Impact(T w ier 2) 3 Low Im act Tier 3) Project Title: Corey Creek Ln Residence Report date: 10/04/24 Data filename: Page 8 of10 # Final Inspection Provisions Plans Verified FieldVerified Complies? Comments/Assumptions Value Section L.& Req.ID 403.6.1 All mechanical ventilation system; ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable _ ❑ R403.6.1. Not Applicable 403.2• .._.Hot water . .......-_ . - .o.,..._.� ... ._�.� � .�.�.,� ...._ .�...m...m._ ...._...� .. ....._— �....... a er "boilers supplying heat `❑Complies [FI26]2 through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable _ temperature. _ 403.5z1.1�Heated water circulation systems� .....,,�.�....�__- '.....❑ �� � ........ ..� ........._.. Complies [FI28] have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply, ❑Not Observable pipe. Gravity and thermos- YP Y ❑Not Applicable syphon circulations stems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the , occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ... . -...-..:._m _ ... ... - „ .. �. 403.5.1.2 Electric heat trace systems e_- ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping• -- ..�......... �403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. ..... ... .. ... . .......... 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 90%or more o e-� f permanent ent ❑Complies �IF1611 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies (FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable j❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1. r 1) Medium a....i.u._m Impact Im act(Tie .. 3_Low Im.p.act(Tie 3) _. Project Title: Corey Creek Ln Residence Report date: 10/04/24 Data filename: Page 9 of10 i sect#err iPians rifi F#e#ct Verified ]'--F nal Inspection tape mp#ie rrrrarrara #ar . .... Ada#tle provisions 303.3 Manufacturer manuals for ElCo plies fFll 11 mechanical and water heating MDoes Not systems have been provided, ®Nat Observable ®Nast Applicable Additional CornmantVAssumptions: .,.�.� ...__�—.� - . � Pjediur; ( 3lc Impact(Tier 3) Project Title: Carey Creek Ln Residence Report date: 10/0�4/ ' Data f'ilenarne; Page 10 of10 C�(j MEZEENOMENSIMMIMEM Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): D ® m m m Window 0.29 0.27 Door 0.29 0.27 m ® m ® m m Heating System: Cooling System: Water Heater: Name: Date: Comments One Town Hall Annex Telephone(631)765-1802 54375 Main Road �ti w" Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 ` BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE: CONSTRUCTION CARE-ENGINEERED WOOD CONSTRUCTION ANDfOR TIMBER CONSTRUCTION Dater 10/1/24 Owner: Nicholas Colon Location of Property: 300 Corey Creek Ln. Southold, NY 11971 mm Please take notice that the (check applicable line): _ New commercial or residential structure T ... ............_ 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) y wO ............... Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) .........mm..._. Roof framing (R) Floor and roof framing (FR) Signature: + Name (person submitting this form): Kelly Bennett Capacity(check applicable line): ._...................... .a Owner Owner representative TrussReg15.docx Effective 1/1/2015 NYSIF New York State a nsu ra ince Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) Eli A A A A A A 463101573 AJ BONOCORE AGENCY INC 223 WALL ST#148 al' HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER VECTOR EAST LTD TOWN OF SOUTHOLD-BUILDING DEPT PO BOX 148 TOWN HALL ANNEX 54375 MAIN RD GREENPORT NY 11944 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12581067-2 775346 11/19/2023 TO 11/19/2024 9/23/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2581067-2, 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:/MIWW.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 JARED LOVELESS VECTOR EAST LTD ONE PERSON CORPORATION 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 STATT SUR NCE FUND 4/ DIRECTOR,I NSU RANCE FUND UNDERWRITING VALIDATION NUMBER:95323313 U-26.3 0 DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 09123'124 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRooucER Michael Bonocore_ NONT - — HONE A.J.BONOCORE AGENCY,INC. AExI), �.223 Wall St#148 Ir MAIL mot '—....._........ — Huntington,NY 11743 INSU,RER,(SI,AFFORDING COVERAGE „w , _ NAIC# NSURER A: Concert Specialty Insurance Company 17151 .. _. INSURED INSURERS; Guard Insurance Compan r 42390 nsurance Fund 36161_—1 Vector East LTD !.N.S4.RER..F..;....._New York...State...I....................e, _ __. D: The Ohio Casualty Insurance-Company 24074 PO Box 148 INSURER _ INSURER E GREENPORT NY 11944 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. iNSR TYPE OF INSURANCE----- - AODL SUBIR POLICY NUMBER .....�dLICY 9w -� ... .---... ..-..--". FF POLICY EXP D LIMITS IN-qn vivo (MMI COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 )t'G` "I'�`Y�'I-�v�C�/C 'LA 4Vt-D C ,.... ,r CLAIMS-MADE f X I OCCUR P'RInNS,,.y(' cva^,urre¢roce _ $ 300,000 _X Primary&Nnn-Contributory MED EXP(Any one person)_ $ A X Contractual Liabili Y Y CS NEC0000499-00 05/05124 05/05/25 PERSONAL&ADV INJURY S 1,000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,0 00,000 000 ... —..,... .... ..,�..POLICY X❑j �^ LOC PRODUCTS-COMP/OPAGG $ 2,0000,00 OTHER COMBINED $ AUTOMOBILE LIABILITY 3Ka actMe B SINGLE LIMIT $^_.. 1..,.000 000,,,,. XW ANY AUTO ( p ) $ BODILY INJURY Per person _m ........................ .... OWNED SCHEDULED J accident) B AUTOS ONLY AUTOS Y Y VEAU598183 05/05/24 05/05/25 ( > $ BODILY INJURY Per ac HIRED NON-OWNED PROPFRrY DAMAGE $ ....,„ AUTOS ONLY AUTOS ONLY ....................... UMBRELLA LIAB H OCCUR EACH OCCURRENC E $ EXCESS LIAB AGGREGATE $ CLAIMS-MADE AGG..,° ___ ...................................W......r.__. RETEN DEE) TION$ WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY Y/N Y 12581 067-2 11/19/23 11/19/24t. EACH ACIDENT S 1,000,000 sTATurE - C OFFICER/MEMBER EXCLUDED?ANY PROPRIETOR/PARTNER/EXECUTIVE ............. ..'., NIA E.L.DISEASE CEA EMPLOYE S 1,000,000 (Mandatory in NH) yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 D Inland Marine D Y Y BMO(25)63972941 10/13/24 10/13/25 DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The Certificate Holder is Additional Insured as their interest may appear. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD-BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Hall Annex 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1 To be completed b Disabilii Benefits Carrier or Licensed I y D r nsurance A ent of that Carrier ___.__ 1 a. Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured 631-740-7435 VECTOR EAST LTD. 1 c.NYS Unemployment Insurance Employer Registration PO BOX 148 Number of Insured GREENPORT,NY 11944 1 d.Federal Employer Identification Number of Insured or Social Security Number 46-3101573 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York TOWN OF SOUTHOLD—BUILDING DEPARTMENT 3b.Policy Number of entity listed in box"la" Town Hall Annex 54375 Main Road R68566-000 P.O. Box 1179 Southold, NY 11971-0959 3c. Policy effective period: 01/01/24—12/31/24 _... .... ...... 4.Policy covers: a.X All of the employer's employees eligible under the New York Disability Benefits Law b. ❑ Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed iltl/Zt 3L24 Il y (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone IMPORTANT:u If box"4a"is checked,and this form is signed by the insuranlce carrier's authorized Vice Presi rit de _ber _ representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. if box 114b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for com letion to the Workers'Com ensation Board,DB Plans Acce tance unit 20 Park Street„Albany New"'fork 12207, .. _ ..... ..... PART 2. To Ae completed by NYS Workers' Com ensation Board(Only if box"4b"of Part 1 has been checked) State Of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date"Signed .. ........ By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title_ _,....._ - ............. _........... .......... _ -. ..... Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) Additional Instructions for Form D13-120.1 By'signing this form,the insurance carrier identified in box"3"on this form is certifying that it is insuring the business referenced in box "la"for disability benefits under the New York State Disability Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". This Certificate is valid for the earlier tone year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in box "3c' Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate ofNYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. D13-120.1 (5-06)Reverse Suffolk County Dept. of Lab,or, Licensing & Consumer ffa�r�s 1 HOME IMPROVEMENT LICEN41 SE Namef D. LOVELESS''JARE N V TO ST LTD Thy , c e rf,56,t that' the burr 6 c�L,,ly lrc�r- L'icer�s Nurnb�r �G ' ��/rig%,�;, r„r of �,;, ✓,r ,,,, ,�ii�,- �/ , r//a��, ,,, r/ r /i, �%//// /�,�/r �/,ii // � �/%��//G i lii�i,G /�� �� if S.C.T.M. NO. DISTRICT: 1000 SECTION:78 BLOCK: 4 LOT(S):7 I 3 B EL 17.4 i LOT 4 EL fa.S mm IWO Lora .,.. ' � 4 1 EL 1&S r t EL 1&2 IT W ajt—ft LOT a EL 18A EL tan OR d 91i OUtCOUNIYDEPARTME i OFHEALTHSERVICES APPROVAL OF CONSTRI ICTEDWORKS FOR A Fr% -VRW- DM'Cr- Q8t@WOV 70 = H.S,m t Tt.E- The smaeftmW end t alw mWly fed0m at Lh',9 IOBgUm have been Inspeomd"or oeeralledby aft and found to beFOIE A EISDROOU& DRAINAGE CALCULATIONS: — , N t t r: ZONED R- 0 ice; f Knepper, P.E.,Chief ass ° NON-CONFORMING LOT Office G1 Wastewater area eT,1e� e) �s FROND' YARD: 40'MIN m X a.f Mar REAR YARD: 50'MIN (1)SUA m 4'OW ORWwrxrd Isar PROVM SIDE YARD:: 15`MIN 5'TOTAL FINAL SURVEY 10-09-20 THE WATER SUPPLY, WEILS ORYWELLS AND CESSPOOL FND. LOC. 06-22-20 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 5,881.83 SQ.FT. or 0.59 ACRES ELEVATION DATUM: NAVD88 -�-_ UNAUTHORIZED ALTERA710M OR AD&TION TO THIS SURVEY IS A VIOLATTON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA770M LAW. COPIES OF THIS SURVEY MAP NOT`SEARING iw LAAo svRwm!S amssm SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICA7E0 HEREON SHALL RUN ONLY TO THE PERSON FOR 0W 7W SURVEY IS AR D`D AND ON HIS TO THE 777LE C ANY,, GOVERNMENTAL AGENCY AND LENDING INS7I7UTI0N LISTED HEREON, AND TO THE A= OF THE LOOING INSTITUF7 ; GUARANME S ARE NOT TRAM THE OFFSETS OR DIMENSIONS 94M CW FROM ERTY LINES TO THE STRV ARE FOR A SPECIFIC MAPM AND USE 7MDE E W THEY ARE NOT INTENDED TO MONUMENT THE PRMTY LINES SLIDE THE ERECT101V OF ADDI770NAL STRUCTURES OR AND OTHER#4PROVEMENTSS. EASEMENTS AND/OR SUBSURFACE STRUETURES R€L C t1 tl ft ARE NOT cuARAN7EED unm PHY51MY 7DErvT Div THE mww AT THE 11he OF SURVEY SURVEY c LOT 5 CERTIFIED TO: SLlGO CQNSTRUCTION• MAP oF. COREY CREEK ESTATES '' FILED. AUGUST 15, 1967 NO.492,3s, StTUATEO AT: SAYVIE V ' TowN OF. SOUT It t} �t IOrNNETS M WOYQ= LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK N Professional Land Surveying and Design P.O. Box 159 Aquebogue, New York 11991 o , PHONE (681)298-16a6 FAX (691) 298-1SHe FILE19-185 scALE 1 =3o DATE:DEC. 18, 2019 N.YS. LISC NO. 050882 maintaining tee noords of Robot 1.Rmn"w a Senneth V.Voyahnfo GENERAL NOTESION 0 fit ✓ GENERAL: BUILDING CODE NOTE. PROPOoED MD Lj I i T 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE DEPARTMENT. 2020 RESIDENTIAL CODE OF NEW YORK STATE 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES MECHANICAL CODE NOTE: ✓ THIS PROJECT SHALL COMP WITH THE MECHANICAL CODE OF COMPLY 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE DURING THE COURSE OF CONSTRUCTION THAT DISAGREES THROUGH 24. ' NY.STATE CHAPTERS 12 OUG WITH THAT INDICATED IL ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND PLUMBING CODE NOTE: - 1 w CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ARISING THEREFROM. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. ELECTRICAL CODE NOTE: 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 34 THROUGH 43 TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, ENERGY CODE NOTE: 300 COREY CREEK LANE / CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL O CQ� 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN 14r FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT '' CONSTRUCTED).THE PLANS SHALL.NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY COMPLIANCE WITH: SOUTHOLD HEW YORK' /,, / 0 rr WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. 2020 RESIDENTIAL CODE OF NEW YORK STATE 9. THE ARCHITECT OR ENGINEER IS INOT RETAINED FOR SUPERVISION OF WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. NOTE 03O C „ �7 r 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. -/'/ 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 1 TITLE SHEET PLOT PLAN z ,/J ' 00 ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 3.FIXTURES TO BE PROPERLY VENTED. ra; THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS TO BE FOLLOWED. NOTE: 2 FOUNDATION PLAN 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED / CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION / THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 3 FIRST FLOOR PLAN I ' r aD e,u ,�BE VARIFtED IN THE FIELD BY THE CONTRACTOR, r 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. AND RECEIVED DISCREPANCIES SHALL 8E N POOL 4UIPMENT ' 14.WALL AND CEILING FINISHES SHALL IN ACCORDANCE WITH SECTION R701 AND INSULATION IMMEDIATELY REPORTED TO THE ARCHITECT. -I' ROOF PLAN & SECTIONS ' SHALL BE IN ACCCORDANCE WITH SECTION R316. � r 15.INTERIOR WALL COVERING SHALT_BE IN ACCORDANCE WITH SECTION R702 AND 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY I r EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK cn 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 UNIFORM CODE SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 5 ELEVATIONS, RISER DIAGRAM I o i r U) MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED r PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 6 WALL SECTION & APPENDIX ��J�� ANALYSIS I ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 BUILDINGS. i CARPENTRY: ' W 0 ; SEAL 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) r 7 NOTES & DETAILS � I ��NDK ARC 2. ALL LUMBER TO BE A MINIMUM OF:8"ABOVE FINISHED GRADE. (U.O.N.) EXISTING � . 0 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD 8 ENERGY SEALING DETAILS POOL �D 2-2"x 6" U.O.N. r 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 9 BRACED WALL PLANS 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) 9T F OF NEW y 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF C BEARING. 10 NOTES & DETAILS i 11NOTESr 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ & DETAILS r MODELS NUMBERS ON PLANS. 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY i C ' Z ESCAPE.IN CONFORMANCE WITH 2O20 NEWYORK STATE BUILDING CODE 12 DECK NOTES & DETAILS r W SEC.R310 MIN OPENING OF 5.7 SCI.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE ' 2 TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH DEPROCK I W OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 1 NOTES & DETAILS T• / a 26 8r r m 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. m �s.r ALL GLAZING SHALL COMPLY WITH SECTION R308. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 W O cfo x 70 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE 23.6' INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING 62.0 0 P r z ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. rri ►- '� 13. ASPHALT SHINGLES ARE TO BE I( ILL IN ACCORDANCE WITH SECTION R905.2. 1 S I Y FRM. 0_ �� DWELLING % °� ELECTRICAL: ��\ �_, 4 BEDROOMS - 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 00 J w FFL(21.5) GARAGE- ---I 2020 RESIDENTIAL CODE OF NEW YORK STATE i w w m Q :p, .r- GF(I 9.5) r 20.1' o p r fY Q0 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION GEOGRAPHIC TABLE DESIGN REQ U I RM E NTS I Q o 0 29 3 0� �' oa 12 6 j 9 9 0 r' v OF WORK. � a S 00 00 _ 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 2020 NYS UNIFORM CODE -10 3� r F- U AND LOCAL BUILDING DEPARTMENT. THIS PROJECT IS WITHIN A HURRICANE PRONE REGION ,CLIMATE ZONE 4A cn M v w z 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. I o o Q N N l ao ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. o r od' U 5. EXHAUST FOR THE CLOTHES DRYER SHALL BEIN ACCORDANCE WITH SECTION M1502. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ' in x mV) o 8•�/ r Q� W 00 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF Z I N p I tq p PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SUBJECT TO DAMAGE FROM AIR r - WINDDESIGN SEISMIC WINTER ICE SHIELD FLOOD MEAN v z r w FOUNDATIONS, CONCRETE AND MASONARY: GROUND FREEZING ANNUAL , m , ,� Q z Y Y TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT X W rY SNOW LOAD SPEED° BORNE-BORNE FROST LINE HAZARD TEMP -v r g O O 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. RAPHIC WIND CATEGORY 'WEATHERING. TERMITE TEMP REQUIRED INDEX I r� o / DEBRIS DEPTH m -+ Y �- �- MPH EFFECTS k REGION I r w 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. 1 MILE m r Y w g 3 FEET MODERATE 15° YES NO 599 51° � i -� r i w w cA �� W UZ wZ 20 PSF 130vult NO NO FROM THE COAST SEVERE Q } 0 J W 3. FOOTINGS TO REST A MIN 3'-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO &FIRE ISLAND BOF TO HEAVY cn (1'RISEMAX) o -_ --- -- - �_- GUTTER 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON - R=4 20.00' L=100.00 DRAIN o ,, 37Q pp. e �� W O O o O PLANS. (U.O.N.) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS �� ? °� z " 0 o yr No o >- 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ? �r V W M U) m FRAMING OR PROPER BRACING IS IN PLACE. w 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE PAVEMENT w HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE EDGE OF 7. ALL OPENINGS FOR EA FLUES,UTILITIES,ETC.STEEL E FILLED SOLID WITH CONCRETE. ELEVATION LAT FACTOR TEMP COOLING CREEK LANE ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED WI 1/2"SPACE @ �O�E SIDES AND ENDS. U.O.N. CL 1�2 CL 16.8 IQ 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF 108 FT 410 N 15°F 86°F 1.00 70°F 75°F 55°F w W 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 0 3,500 P.S.I.GARAGE SLAB I EXPOSED SLAB ON GRADE/POURED STEPS. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY DWELLINGS z Z U z 'q 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH DIFFERENCE HEATING COOLING W/PUBLIC WATER O W .J_! om vt MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. 150' F- (V 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH 0 � 0- 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. w 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND Q 0 - EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE W Z W O - W/WEEP HOLES @4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PLOT PLAN W Y Z w I 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED 1"=20'41 W v CODE LIMITS. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN W () U)I r- WINTER ICE SHIELD FREEZING 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. GROUND FLOOD ANNUAL (n U W DESIGN DESIGN UNDERLAYMENT ts I, PLUMBING, MECHANICAL, FUEL GAS,A/C: SNOW LOAD SPEED d TOPOG SPECIAL BORNE-BORNE CATEGORY ° FROST LINE TEMP HAZARD INDEX TEMP O W w RAPHIC WIND DEBRIS 'WEATHERING. TERMITE REQUIRED v 11 LL1 Z CV MPH EFFECTS k REGION DEPTHI LOT AREA=25,876 S.F. _ 0 z = 2 w 00 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 o w v 1 MILE 3 FEET MODERATE SEE IY_ 0ff W F- N AND 20201.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. 20 PSF 130vuit NO NO FROM THE COAST B SEVERE BOF TO HEAVY BELOW YES NO 599 51° EX.DWELLING=1,800 S.F. a DL v U Q F_ o 00 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. &FIRE ISLAND EX.FRONT STOOP=23.9 S.F. 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL WINTER DESIGN TEMP: DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 2 MECHANICAL CODE(CHAPTER 12 -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY PROPOSED ONE STORY REAR ADDITION=622.5 S.F. AND FUEL GAS CODE(CHAPTER 24)OF THE 2020020 RESIDENTIAL CODE OF NEW YORK STATE R STATE 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING, MINIMUM 75°F COOLING PROPOSED COVERED/SCREEN DECK=295.3 S.F. SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F,DRY BULB 89°F,WET BULB 750(2020 IPC APPENDIX D) PROPOSED REAR DECK=210 S.F. 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B 3PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND MINIMUM UNIFORM DISTRIBUTED LIVE LOADS 46-1 Z" [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE] TABLE R301.7 _ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b,c USE LIVE LOAD ALLOWABLE UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 psf 4"x 4"POST ANCHORED ON STRUCTURAL MEMBER DEFLECTION UNINHABITABLE ATTICS WITH LIMITED STORAGE(b,g) 20 psf 14"0 x 36"FTG.BELOW GRADE AND 4"•6"ABOVE GRADE RAFTERS HAVING SLOPES GREATER THAN 3:12 Ut80 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 psf WITH NO FINISHED CEILING ATTACHED TO to RAFTERS EXTERIOR BALCONIES AND DECKS(e) 40 psf _ � ___ _ 1 INTERIOR WALLS AND PARITIONS HI180 FIRE ESCAPES 40 psf 2-2"x 10"P.T.GIRDER �/ 2-2"x 10"P.T.GIRDER �_� 2-2"x 10"P.T.GIRDER �_/ 2-2"x 10"P.T.GIRDER �_f 2-2"x 10"P.T.GIRDER %_� 2-2"x 10"P.T.GIRDER �_ / GUARDS AND HANDRAILS d 200 psf h F FLOORS LI360 ( J P ( ) 4" 7'-7' 7'-7" L 7'-7" 7'-7" 7'-7" 0 7'-7" 4" CEILINGS WITH BRITTLE FINISHES(PLASTER&STUCC L/360 GUARD IN-FILL COMPONENTS(f) 50 psf(h) 4"x 4"POST ANCHORED ON " 2-X 10"LEDGER BOARDIAG BOLTED 9 0 8"X 16" NT TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. N -� in ( ) L/240 PASSENGER VEHICLE GARAGES(a) 50 psf(a) ao o CEILING$WITH FLEXIBLE FINISHES GYP BOARD INSTALLED AS PER LL- 8"X 16"VENT v 14"0 x 36"FTG.BELOW GRADE x `r AS PER TABLE 507.2 ALL OTHER STRUCTURAL MEMBERS U240 ROOMS OTHER THAN SLEEPING ROOMS 40 psf N � r-----�-R498�------------------------------------ - -----� INSTALLED AS PER AND 4"-6"ABOVE GRADE ,� _ I •-'-• `"•••• '•%�- ''�-'••�•�: '::`;''*•:•'�'•+.: '•:•.�'••'�;°• �•• 'x•':` ` - r"'"•; I R4081 EXTERIOR WALLS-WIND LOADSa WITH PLASTER OR SLEEPING ROOMS 30 psf y..:. -.• L-----=------l0- HI360 .-� , t.r _ ___ _ _I ; • --- STUCCO FINISH STAIRS 40 psf C / 1-------- / 2-2"x10"P.T.GIRDER / _ F- � ------------------------------- ------� .: �. �. . . j P ( ) / 2-2"x IW P.T.GIRDER �_� �♦�-2 22"z t0"P. DER I I I �'• ' I EXTERIOR WALLS-WIND LOADS a WITH OTHER HI240 ----------- -� . BRITTLE FINISHES I , a d FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPA,1 SQUARE INCH=645 MM2,1 POUND=4.45 N. •; 1 w 19'-6" 6'-8" I " t EXTERIOR WALLS-NAND LOADS WITH H/120 16'-2" 18'-4" I Y 1 FLEXIBLE FINISHES LATERAL BRACING A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. a o a o I I z TOP&BOTTOM I , LINTELS SUPPORTING MASONRY VENEER WALLS a U600 B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR in - co - I 1 w w SEE DETAILS A,B,C SHEET#12 - I I co ZD m >J m o ap , :• WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 3'-0" 8"X 16"VENT x •� N ' B _ j iR Q ao I ;, j �'B INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT INSTALLED AS PER `V " 4"x 4"POST ANCHORED ON " 4 1 • •; I X U3 o o j I 4 CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. R408.1 qv 14"0 x 36"FTG.BELOW GRADE r` •�. j oo z Ix K OJ C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300•POUND CONCENTRATED LOAD ACTING OVER AN -------------------------- ---------- -��-_ , D 4"-6"ABOVE GRADE j,. I i., "- I I Note L=span length, =span height. AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATER STRESSES. sa enthH sa eiht ..,•.. . : . : : - ,:. .:: I 6 12 6'-1 z 6 12 1 - , 6' 2 6'-62 6-62 t = : 1 D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. r.:i '::. : ;';•. :,.'., :.:••r E. SEE A. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. - r___------ *: I I ': = r-----, r----� r----� I t - F. GUARD IN-FILL COMPONENTS ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY I `-'. I I I w I .• I t_ _ I THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL T01 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH w I 2-2"x 10"P.T.GIRDER / 2-2"x 10"GIRDER 2-2"x 10"GIRDER v I I COMPONENT AND CLADDING ASD LOADS OBTAINED FROM TABLE14-10 t .. • -- - ----- ----- -----� -- cm(n 2-2"x 10"P.T.GIRDE / / 2-2"x 10"P.T. ER I -�- ------- I I u> �' 1 ANY OTHER LIVE LOAD REQUIREMENT. R3012 2¢ , 1 z '' �' I I I t I I I I B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TVNCE THE LENGTHG. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR , w I I �__ �_ I- -- I NMERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 jw 1 I > o I ;•. I 6'-62" OF THE CANTILEVER. I I io_ co F , 1 m Q p I t 1 of INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES. 1 I ¢ O o N , I F- I I NEW 8"x 16"CONC.PIER W/ NEW 8"x 16"CONC.PI R W/ I •i�' t a C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR o I I X�o - - - - I X co v � I I I I WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING • I - v o o , ao z O , ::. I 24"x 24"x 12"CONC.FOOTING U3 24"x 24"x 12"CONC.FO TING I ► -¢ EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS aDz� _ __ __ I _ p _ p a� : ; j j .. i f � I i ,� SHALL NOT EXCEED U60.FOR CONTINUOUS ALUMINUM STRUCTURAL ARE MET: I I co 0 0o p N , , I 1 I - J MEMBERS SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION t I N LL N w I I ~ I ,. 1 1 i I¢-o SHALL NOT EXCEED U175 FOR EACH GLASS LITE OR U60 FOR THE 1. THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS THAN 20 INCHES IN VNDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR A 1 I _____ i TA ,_ _� t �' O 1 1 x z_ ENTIRE LENGTH OF THE MEMBER,WHICHEVER IS MORE STRINGENT. HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. f t - - I I s j ;'�`, � I •^ j o FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. 4 I I I j 4 2"X 10"LEDGER BOARD LAG BOLTED I t = I ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. 1 , , CRAWL SPACE ACCESS I .; t TO DWELLING W/1/2"LAG BOLTS @ W O.C. , I I I NOT EXCEED U120. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF I :• I- - INSTALLED -PER ------------------ - ----- -------------------- - 1 I NOT LESS THAN 10 POUNDS PER SQUARE FOOT. ------- -&40&4------- ----------- -- f L- -- -------- AS PER TABLE 507.2 I__ ------ ------------------------ - , 1 D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD t 0 FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIED T EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE 1 t ,••• t;... :r.,...; i E. REFER TO SECTION R703.8.2. DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. f REMOVE WINDOW I t 1 1 1 , i cn t PROVIDE 18"X 24" ACCESS I I I 1 1 1 , z j 2'-4 8'-1. 2'-0"I 34'-Oz" I 1 1 I 1 , O-i I �2"X 4"NON-LOAD BEARING Z LATERAL BRAIN NEW STAIRS INSTALLED TOP&BOTTOM + WALLS W/1/2"GYPSUM BOARD m SEE DETAILS A B�C SHEET#12 r TO CONFORM WITH o i &R-13 INSULATION ; I �z� I� I I SECTION R311 SEAL QED AR I co PROPOSED I I I PROPOSED , 5�� N K T Cy/ INDICATES LOCATION OF SHEAR WALL HOLD-DOWN {° Nit DEN I I FINISHED CELLAR - - _--_ - - ====J 1 F l --� X i - I SMOKE&CARBON MONOXIDE DETECTORS: WWI m I ® BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#11 Q _ '' • •�.t' I I r--- ---------------------- t PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 (TO BE INSTALLED AS PER N.Y.S.CODE) ] ' o PROVIDE CARBON MONOXIDE DETECTORS INSTALLED 1 Z i i i AS PER IFC 915 AND THE 2020 NEW YORK STATE UNIFORM CODE ALL FASTENERS SHALL BE INSTALLED WITH STRICT m I I ACCORDANCE W/MANUFACTURER SPECIFICATIONS 4 f z I I i i &INTERCONNECTED ALL DETECTORS E HARDWIRED HOLDDOWN CONNECTION NOTE 15-6-" 9� y t I I I I I EGRESS: -HOLDDOWNS SHOWN ON FOUNDATION 0 F N E PLAN ARE CONNECTING FOUNDATION TO FIRST FLOOR I I I PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY _ ON FIRST FLOOR ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE UNIFORM CODE PLAN ARE CONNECTING FIRST FLOOR H f=----fit I I CH i I I I I I I I I I - I 2068 ---- ----� I �----� �- I I I I SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE TO SECOND FLOOR z NT PROPOSE TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH W 3'-8" - TH _ " o ZM OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44 MAXIMUM A.F.F. W 7'-62" o�� i I P 5 ' i i i NOTES: Q B I 1 i i i 1. EXCAVAE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH m t I I I I I I OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON - THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. W g�� o �� PROPOSED I o -a� i i i CONSTRUCTION NOTES. SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. _ SGRESS WINDOW WELL 9 S.F. MIN.- �1 REPLACE S ING WINDOW = I FINISHED CELLAR I M ' ' ' z °? cn a W/NEW E RESS WINDOW I 1 I 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN 501E z in AS PER CODE w MAXIMU L HEIGHT 44" I I I I DOWELING BETWEEN NEW&EXISTING FOUNDATIONS, AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PERLL EGRESS LADDER- �� ��� ?�6 I I I I O PROVIDE 5/8"DIA. EPDXY COATED DOWELS,14"LONG W/T' SQUARE FOOT WITH A MINIMUM OF T-0"COVER. "' 1 `1� I I 2"X 4"NON-LOAD BEARING ' MIN.EMBEDMENT,SPACED 16"VERT.FILL GAPS W/HIGH 3. ALL CONCRETE SHALL BE 3,500 P.S.I. 06 I 1 I I I STRENGTH EPDXY MORTAR(TYPICAL FOR 2 PLACES) i i I WALLS W/1/2"GYPSUM BOARD I I I 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, &R-13 INSULATION I t I I J 8"CONC.WALL W/8"X 1 EY' °O 1 I I 1 THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. Q 1i� I I I ALL LUMBER THAT COMES IN CONTACT WITH CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. Co CONC. FOOTING c 15'-1" , 12-102 7-112 I i i CONCRETE SHALL BE A.C.Q.LUMBER. w BACKFILL TO BE FREE OF WOOD,TRASH,ETC. ch DRAIN TO DRYWELL j w OIL TANK --- ---------------j i 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS 0 U I w0 +� Dry Wash I� BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE W U ----- ----- ---------- -----------I--- I I I DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF I -------------------------- -- - ' F=-=-=-_-_--,-----------------------------------� �--------------------------� i • PRIMING BITUMINOUS PLASTIC CEMENT. z I , , NEW CONSTRUCTION _ I t 1 t 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. Y J ---- 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( U ------------------------------------------------------------------------------rJ , I------------------- --------------- TO BE REMOVED PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR W 1-________ MORE THAN 7 PERCENT. _ � EXIST G STRUCTURE 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. Q w Y Y I 1 LUMBER. W � O O -----------------, r-----------------t I I I------------------I Y >- I I Y W ----------------� U w w o w W U Z z PROPOSED FOUNDATION PLAN w „_ , 0 wo oo 1/4-1-0 z o � � �- W o O to 10 CONCRETE WALL W �'� m U CD EGRESS WINDOW WELL DETAILS 1/2"A.B.(a�48"O.C.WITH � ' 3"x 3"x 1/4"PLATE WASHER Q W � W EGRESS WELL NOTES: 2"x 6"SILL PLATE U (ji (D THE AREA SHALL BE EXCAVATED CONCRETE WALL 0 W ___I co O DOWN TO TOP OF EXISTING HOUSE FOOTING. THIS HAS BEEN DESIGNED TO DRAIN EGRESS NOTES: J o N DIRECTLY INTO A FREE-DRAINING ROCK BED. WINDOW WELL MIN.HORIZONTAL PROJECTION SHALL BE 36". WINDOWS: ALL GRATES SHALL BE REMOVABLE HORIZONTAL DIMENSIONS SHALL BE MIN.9 S.F. 1.WINDOW SILL HEIGHT SHALL BE NO GREATER THAT 44". o ALL BACKFILL BENEATH THE WELL SHALL BE OF 4" WITHOUT SPECIAL TOOLS. 2.MINIMUM OPENING AREA SHALL BE MIN.5.7 S.F. � / C) W FREE DRAINING ROCK TO OBTAIN THE MAXIMUM DRAINAGE Q 0 3.MIN.OPENING HEIGHT SHALL BE 24" M O VOLUME 4.MINIMUM OPENING WIDTH SHALL BE 20" ' J � PROVIDE ALL PEA GRAVEL WINDOW WELLS: Q 1.HORIZONTAL DIMENSIONS SHALL BE MIN.9 S.F. " W V BACKFILL AROUND WELLAND 1 1/2 A.B.@48 O.C.WITH z Lu II DRAIN AS PER MANUFACTURER'S 2.MIN.HORIZONTAL PROJECTION SHALL BE 36". 0 3"x 3'x 1/4"PLATE WASHER w W � Q SPECIFICATIONS. _ ______ GRADE LADDERS: o _ 0 W �) 1.PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". - o W � MIN.OPENING HEIGHT SHALL BE 24".MINIMUM 2.LADDER MAY ENCROACH MAX.6"INTO WELL. U) U W OPENING AREA SHALL BE MIN.5.7 S.F. 8"CONC.WALL W/8"X 16" 3.DISTANCE BETWEEN RUNGS MAX.18". 1.MIN.T'EMBEDMENT INTO CONCRETE 0 PROVIDE PRE-FAB FIBERGLASS EGRESS MINIMUM OPENING WIDTH SHALL BE 20" CONC.FOOTING 4.RUNGS SHALL BE MIN.12"WIDE AND MUST PROJECT MIN.3",MAX 6 FROM WALL. RIM JOIST - W w z N g m rz WELL&COVER BY WELLCRAFT. GRATES: w13"SQUARE WASHERS AND END NUT SETUP w 0 z _ = w 00 z FOLLOW MANUFACTURER'S RECOMMENDATIONS 1.ALL GRATES SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS. 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR O w 0 o W F- N OR REPLACED BY HOLD DOWNS FOR SHEARWALLS a W U U Q F- �p pp m G FOR INSTALLATION AND DRAINAGE PROCEDURES 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. g to CONFORM TO SECTION R310 6'-0"MAX. TO 12"MAX.FROM ENDS OR CORNERS DWG NO 3'-3" OF THE RESIDENTIAL CODE WINDOW SILL HEIGHT SHALL LADDER$: ANCHOR B 0 LT SPECIFICATION 4.CONC.BLOCK TO BE FILLED SOLID @ANCHOR BOLTS. OF NY STATE,FOR EMERGENCY BE NO GREATER THAT 44". 1.PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". ESCAPE AND RESCUE OPERATIONS. 2.LADDER MAY ENCROACH MAX.6"INTO WELL. 2 3.DISTANCE BETWEEN RUNGS ". R403.1.6 FOUNDATION ANCHORAGE 13 4.RUNGS SHALL BE MIN.12"WIDEDE ANDX.AND 3"MUST PROJECT MIN. ,MAX 6-FROM WALL. 6'-0" 6r-0" WINDOW & DOOR SCHEDULE 1ST FLOOR WINDOW QUANTITY ROUGH OPENING CLEAR OPEN REMARKS 3046 DH 6 X-21/8"x 4'-8 7/8" 33 7/8"x 24 3/4" FAMILY ROOM,OFFICE 2032 DH 1 2'-2 1/8"x 3'-4 7/8" 21 7/8"x 161/4" BATH PRUPUSED _ 6068 SL 6 72"x 80" FAMILY ROOM,OFFICE OPEN PORCH 3068 BARN 2 36"x 80" OFFICE PROPOSED 2868 1 32"x80" LAUNDRY OPEN PORCH 20'-10" 6'-8" o 2668 1 30"x 80" HALL tn to NEW 3046 DH WIN. NEW 3046 DH WIN. 2068 PD 1 24"x 80" BATH WINDOWS SHALL BE MANUFACTURED BY:ANDERSEN 400 SERIES SCREENED WALL SCREENED ALL 2-2"x 10"H[ R. 212"x 10"HDR. E❑ =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 NEW ELEC.FIRE PLACE -2"x 10"PT.HEADER z z 2-2"x 10"PT.HEADER � � WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF -' w0 w I 1 SKYLITE DESIGN PRESSURE TO EE GREATER THEN 50 PSF AS PER TABLE R301.2(2) N o ❑ 26 i ; 2"x 6" w coN z THIS WINDOW MUST BE TEMPERED SAFETY GLASS o ❑ V RR 16'oc FAKED 0° T 16'-2" -' z o = I I RR 16"oc AS PER SECTION R308 OF NYS BC w B `" 12"x 10"@ 16"oc N 1.PROVIDE:ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 4 N I I v 4 w I CEILING JOISTS 1 t� z ESCAPE.IN CONFORMANCE WITH 2O15 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL 2-NEW 3046 DH WIN. z `" I I °' ROP o o cn PROPOSED o co I , SEC.R3'10 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE c~n 00 c~i� w w ❑ _ TO SILL IS LESS THAN 44"OR LESS)W!MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH 2-2"x 12"HDR. `� o COVE D/ SC N ED `� ; PROPOSED ; LAV x o OF 20"(OPERATION W/O NEE©FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. _ = ai o ¢I I ¢ `o = o 2"x 10" 16"DC 2"x 10"@ 16"o� . �_ J p o o J LL FAMILY ROOM ; LL zo s'- " N '_o " 3: o 2.ALL WINDOWS MUST HAVE A U-VALUE OF.35 OR LESS. ROOF RAFTERS ROOF RAFTERS Vx w io N 0 w , 12'-0"VAULTED CLG HT. w DECKING SELECTE Y OWNER `- I z 2"x 10"@ 16"oc = w SOFFI ATERIAL AS SEL ED BY OWNER i - i J ❑ - w J I PROPOSED o _ CEILING JOISTS _ ❑ _ i oco PROPOSED x N 2"x 10" i i - i 2"x 6" a, LAUNDRY OFFICE N w w �, RR 16"oc ; - -_ ---- - ; FAK� INSTALL FIBERGLASS iv x I z I RR 16"oc o PAN FOR WASHER& N ----- -- - I DRYER. 18'-4" I 20'-2" I `° VENT DRYER TO EXTERIOR 4 I I AS PER M1502 6'-4 \ - - -- -- - - -- - - - i - r EX NEW 3068 BARN DOOR NEW 3068 BARN DOOR 2-13/4'X 117/8"LVL H I -- 3 .WINDOW EX. NDOW I HEADER , ' z --- - - - - E =-=-=- =-= LIGHT & VENTILATION REQUIREMENT'S 1ST FLOOR 2-2"x12°HDR. 1 , ------ o\� 15r�rr 10 rr i-----� r rr i EX.D00 �� i o 26-4 ROOM NAME AREA LIGHT (8°/u) VENTILATION 4% 4 I M x - '� NEW STAIRS INSTALLED 0 S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED I w `" \�� EX.DOOR EXISTING N j �'� j FAMILY ROOM 354.2 S.F. 28.3 S.F. 68.2 S.F. 14.2 S.F. 34.1 S.F. , Z N \��� BATH i 3'-0'r i ELEC. . '� TO CONFORM WITH OFFICE 161.7 S.F. 12.9 S.F. 44.4 S.F. 6.5 S.F. 22.2 S.F. ® N I............. ' "" SECTION R311 --�-- ------- - ---- ---------------------------, DET , , BATH 118.0 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE 01►i I SEAL - 1 EXISTING 5-0 AR,, ER .,r, in yBEDROOM 010 K. r XIST G EXISTING Ct Q KI C EN DINING ROOM E r I z LEc- EX.DOOR S.D. EXISTING sCLO h o F ❑ ❑ o 01°CLO ❑ z w o wx o o I ------------------ -----------------------------------------------< I zo CLO w I �� w W ELEC. ATTIC 1 S.D. �\ , I CLO CLO ;� �ACCESS____��,i DET, i � I I Q N i------- �` EXISTING o I m II O❑"' ❑ lc�) <T---Q � � Io ----------------------------% � GARAGE N I w cl w 'X o X U) S. CLb 40 z I LL I SDCO I ' EXISTING �0� i ,' ; `. i `� I U) - ,eXISTING v I ,i' ��` o o BEDROOM ---__- BEDROOM - ` I CO I i i I `� i' I `♦ I i' r " `� I r " `� I r- ❑ I 19-ti0 . 12-0 w CL /451 � ; ♦ `� 0 1- U 13�0" �� i 134 0" �� 0" j I`` \ I co 2 EX.WINDO EX.WI DOW EX.WINDOW EX.GARAGE DOOR ��� c z to II ------------- , EX.WI DOW EX.WINDOW �\ I Y ----------L---------------L----Z -------------a----- ------ ------Z- ---------------- ----------t-----L----------------------\-------------------------- ------ „ NEW CONSTRUCTION o ___ __ TO BE REMOVED W z Do C0 EXIST'G STRUCTURE U w W o W w OZ WZ p } p J w LEGEND o w o Q PROPOSED FIRST FLOOR PLAN z ° o = Lp w M0 ct- m w NOTES: I) 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE of WITH CHAPTERS 13-23 OF THE RESIDENTIAL CODE OF NEW YORK WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE Q STATE. INSTALLED IN ACCORDANCE WITH SECTION R703.4 w 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 6.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN W w WITH CHAPTERS 3443 OF THE RESIDENTIAL CODE OF NEW YORK 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN (0 STATE. ACCORDANCE WITH SECTION R302.10 0 W J m O 3.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE 7.FIRE-PLACE'S AND CHIMNEY'S SHALL BE CONSTRUCTED IN ACCORDANCE I- J o N qq- WITH CHAPTERS 25-33 OF THE RESIDENTIAL CODE OF NEW YORK WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 0 w a- 3 STATE. 8.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE W O 4.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN WITH SECTION M1502 Q _ ACCORDANCE WITH SECTION R609&ALL GLAZING SHALL COMPLY 9.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS Q z � 0 WITH SECTION R308. OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL U' BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION w Y z w I I 0 w O' ¢I w U W W 0 >- � U � u IZ w w z N , Ozw = = ' o � JOc) w �lc�v U a 00 DWG NO e 3 13 2"x 10"@ 16"oc NEW 2"x 12"RIDGE ROOF RAFTERS CONTINUOUS RIDGE VENT NEW 2"x 10"RR 16"oc 0 1/2"PLYWOOD SHEATHING #15 FELT o r------------------------------------------------------- ---, ASPHALT SHINGLES r--- 197----------------------------------------1 L----------------, I 1 I 1 �--------,------------------ NEW 2"x 10"CEILING JOISTS 16"o.c. 1 1 @ NEW 2 x 10 CEILING JOISTS @ 16 o.c. I 1-0 NEW 2"x 6"FAKED ROOF RAFTERS @ 16"o.c. I NEW 2"x 10"CEILING JOISTS @ 16"o.c. I , I rB A2"x 10"@ 16"oc 1 i g R-30 INSULATION W/ ROOF RAFTERS i I NEW 2-2"x 4"TOP PLATE NEW 2-2"x 4"TOP PLATE 4 , 1 4 1/2"GYPSUM BOARD. r--- -------------------------------- , I 12"OVERHANG 12"OVERHANG � 1 I 3"CONT.SOFFIT VENT 3"CONT.SOFFIT VENT I 1 o i i NEW 2"X 4"STUDS 16"oc NEW 2'Sc 4"STUDS 16"oc I w- 1 , " R-15 INSULATION ! 1/2"CDX PLYWOOD SHEATHING 1 1 � N I 1/2 CDX PLYWOOD SHEATHING " R-15 INSULATION W/ 1 ' U w ' I PROPOSED BOA PROPOSED I o VAPOR BARRIER 1/2"GYPSUM BOARD. , VAPOR BARRIER I N I 2"x 10"@ 16"oc I R-3 RIGID INSULATION BOARD 1 � � 1 — , R-3 RIGID INSULATION BOARD I u w 1 ROOF RAFTERS SIDING AS SELECTED BY OWNER HALL FAMILY ROOM SIDING AS SELECTED BY OWNER 2"x 10"@ 16"oc i o o z ROOF RAFTERS i x i 3/4"SUB FLOOR GLUED AND NAILED w 1 N I 3!4"SUB FLOOR GLUED AND NAILED ' o I NEW 2"x 8"FLOOR JOIST 16"OC @ NEW 2"x 8"FLOOR JOIST @ 16"OC I A i N i 2"x 10"@ 16"ocIlkA 1 1 4 i C4 ROOF RAFTERS 4 2"x 10"@ 16"oc i i FUR DOWN FLOOR JOISTS FUR DOWN FLOOR J S ,,, j ROOF RAFTERS j I TO ACCEPT R-30 INSUL. TO ACCEPT R-3 UL. Z z l I O I 1 U) NEW 8"CONC.FOUNDATION WALL NEW 2"CONC.RAT SLAB AS PER PLAN NEW 8"CONC.FOUNDATION WALL NEW GIRDER NEW 2"CONC.RAT,SLAB SEAL 1 2"x 10"@ 16"oc1--�LROOF RAFTERS I I NEW 8"x 16"CONC.FOOTING E D 5ri A R DOF RAFTERS i +� I I NEW 8"x 16"CONC.(FOOTING � N.K e . TF _ o p 1 l 1 Z P w w ` 1 NEW 8"x 16"CONC.PIER W/ 0 w c� w ��S' `� x i I NEW 8 x 16 CONC.(PIER WI � z f- z r- 1 24 x 24 x 12' CONC.FOOTING " " p w p u- �,� �, 1 , 24 x 24'x 12 CONC. FOOTING s I w x w l_ w 0 w o � �� z l 0 o0 �\\ i i 0 F N E� SECTION VIEWA z 1/4"=1'-0" SHEET#4 W EXISTING \�`� EXISTING RIDGE EXISTING RIDGE ,y EXISTING i U) �----------------------------------------------------------------------------------------1 1 Q 1 ROOF RAFTERS , � ROOF RAFTERS r m 1 � 1 1 ILL 1 .,. I w w I w ,S, I F�" u ,' `� ``�`;o� NEW 2"x 12"RIDGE J X w cn X ; I `� X w `�'� 1 CONTINUOUS RIDGE VENT Q I i wp wp i I wp � F,p I aD p o o ; I �� o `�s 1 NEW 2"x 10"RR 16"oc NEW 2"x 10"RR 16"oc `- w 1 `� `� 1/2"PLYWOOD SHEATHING 112"PLYWOOD SHEATHING 0 ti 0 1 `� `� 1 #15 FELT #15 FELT 00 w k 1 �� `� 1 ASPHALT SHINGLES ASPHALT SHINGLES W w c=i I i T T i XI I , w 1 �\ �` I M z co 1 ' ' "'I ` ' "' EXISTING I EXISTING� �` �� i NEW 2"x 10"CEILING JOISTS @ 16"o.c. NEW 2"x 10"CEILING JOISTS @ 16"o.c. EX � �\ �` RR I RR w 1 `� ,' w EXISTING I EXISTING EX i EXISTING I `� NEW 2-2"x 4"TOP PLATE NEW 2-2"x 4"TOP PLATE W RR 1 RR `� ,� RR 1 RR `� ,� I `� �� I 12"OVERHANG 12"OVERHANG 3"CONT.SOFFIT VENT 3"CONT.SOFFIT VENT Q w Y Y ' ----------' -----\� ------------- R-30 INSULATION W/ w O O NEW 2"x 4"STUDS 16"oc 1/2"GYPSUM BOARD. NEW 2"x 4"STUDS 16"oc Y >- >- 1/2"CDX PLYWOOD SHEATHING R-15 INSULATION W/ 1/2"CDX PLYWOOD SHEATHING Y w VAPOR BARRIER 1/2"GYPSUM BOARD. VAPOR BARRIER W U Z Z R-3 RIGID INSULATION BOARD PROPOSED R-3 RIGID INSULATION BOARD w p -i w SIDING AS SELECTED BY OWNER OFFICE SIDING AS SELECTED BY OWNER Q w O Q O 3/4"SUB FLOOR GLUED AND NAILED 3/4"SUB FLOOR GLUED AND NAILED z O ? N o >- NEW 2"x 8"FLOOR JOIST @ 16"OC NEW 2"x 8"FLOOR JOIST @ 16"OC w chi O� 04 m FUR DOWN FLOOR JOISTS TO ACCEPT R-30 INSUL. U Q W NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL W NEW 2"CONC.RAT SLAB PROPOSED NEW 2"CONC.RAT SLAB O W J z O PROPOSED FIRST FLOOR PLAN OPTION #2 NEW 8"x 16"CONC.FOOTING CRAWL ,. o J o NEW 8"x 16"CONC.FOOTING 0 -' N 1/4"=1'-0" W ::) Q W O Q J � O W Y Z w II w W _� ¢I U W (� W O 0 SECTION VIEW 'B W w ~ z N oZw = = 00 Cb 1/4"=1'-0° SHEET#4 a OU a FW— cq of DWG NO d4 1/3 RIDGE HEIGHT 4"0 VENT THROUGH ROOF fi h 4"0 VENT THROUGH ROOF / ------------------------------------------------------- -- ROOF JIL t I I I I I I I I I I I J NEW PLUMBING FIXTURES 12 12 I 1 I I / gO I II 1 1 - - 12 1 4"STACK 1 NEW 2" 2" I 2„ 2" 2"0 VENT I 2" 2„ I r-------r------ ---- --- -----� r------- ----- VINYL SIDING r---- --�- -1---- T--------1 100 1 1/2" i 1 1/2" 1 1 1/2"1 1/2" 1 1 1/2"1 1/2" 1 1/2" i i 1 1 1/2" 1 1 1/2"1 1/2" j HINGLE I I W.C. LAV LAV W.C. I DW KITCHEN SINK LAV W.C. 1110TCLG.HT I TUB Wi 10, -- ------_1 - TUBI SHOWER 2" 2" 2" 2" SHOWER 2" 2" 2" F.A.I. 0 1 ST FLOOR zn SCREENED WALL SCREENED WALL `" C.O. 2" 2" 2" 2" 2" 2" 2" _—WIN_HT— _ _- C.O. C.O. C.O. No N N N N TO APPROVED SANITARY 30 6 VINYL SOLING 30 6 30 6 H 30 6 i NEW PLUMBING FIXTURES 0 SYSTEM. o NEW PLUMBING FIXTUF ES U No CD I I I I I I 4"C.I.House Trap In 2" 2"-- 1 - 2"0 VENT 1 2"0 VENT 1 / Pit W/Stl Cover IOU IE r------ ------- T-------- 7- -----1 1 r---- 1 S L " L L 1 1 1/2" 1 1 1/2" 1 1/2" 1 1 1/2" 1 1/2" F/ „ fil ;1 S VD I / „ S / „ S / 131 S I W.C. Lav I I j WASHER NEW FIN.FLU 21.0'_ sHowER NEW WASHER / VINYL SIDING --- I 2" 2" BASEMENT 71 C.O. 2„ 2„ 2 GRADE GRADE C.O. 4"0 C.I. I i I INEW 8"CONC.FOUNDATION WALL I I i i I I I I I NEW 8"CONC.FOUNDATION WALL Table P3201.7 I 1 I I I I I I I I I 1 I I I _--J I I_-------------___—., I.________________a I-----------------., I._________1 I I I I I --------------------------------____-- SIZE OF TRAPS FOR PLUMBING FIXTURES `-- I ----------------i I NEW8"x ts"CONC.FOOTING --- --------- _ ------------------------------------ _______________ I I PLUMBING FIXTURE TRAP SIZE 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN MATERIALS FOR DRAIN,WASTE&VENT SHALL 0 I 144"x 4"POST ANCHORED ON 1COMPLY WITH TABLE P3002.1 DRAIN,WASTE& Ln 4"x 4"POST ANCHORED ON I "0 x 36"FTG.BELOW GRADE (MIN. IN. ) FROM THE EXISTING WATER SERVICE. TABLE P3111.3 SIZE OF COMBINATION WASTE& IJJ I 14"0 x 36"FTG.BELOW GRADE AND 4"6"ABOVE GRADE I 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. AND 4"-6"ABOVE GRADE BATHTUB (with or without DISTRIBUTION,FOR MATERIALS&TABLE PWATE I I COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER I I shower head and/or 1 1/2 ----------------------------------------------------------------------------------------------------------------------------- a --------------------------------------- whirlpool attachments r1---------•-----------------------------------------------------------------------------------------------------------------------------------------------------------1� PIPE FITTINGS,FOR MATERIALS. SEAL 20 L_________-._______________________________________________________________________------------------------ 'x 10' -- FOOTING --J Bidet 1 1/4 Clothes with standpipe 2 PROPOSED REAR ELEVATION Dishwasher(on separate trap) 1 1/2 1/411= 11-011 Floor drain 2 PLUMBING Kitchen s ink(one or two 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. traps, with or without dishwasher and food waste 1 1/2 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. 9� o p »o yo disposer) 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, 0 F N E� Laundry tub 1 1/2 ALL SOLDER SHALL BE LEAD FREE. one or more compartments) 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 112"INSULATION. Lavatory 1 1/4 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER.Shower(based on the totai 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., W flow rate through STATE BUILDING AND ENERGY CODE. showerheads and bodysprays) �i Flow rate: W 5.7gpm and less 1 1/2 W more than 5.7gpm up to 12.3gpm 2 Sec.P3103.1-Roof Extensions m more than 12.3 gpm up to 2 5.8 gpm 3 Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated more than 25.8gpm up to 55.6gpm 4 snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, observation deck or sunbathing deck or for simple purposes,open vent pipes shall terminate not less than W T-0"above the roof. X Sec.P3103.2-Frost Closure z Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or LL CRICKET CRICKET wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not less than 1 foot inside the thermal envelope of the building. 06 U) I-- 0 (V N CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT Co 0 w O r- Y U W ao CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT _ z m I ASPHALT— EX.ASP'.001Y SHINGLES _ -- SHINGLES 0 W - - W Z -ICE SHIELD ICE SHIELD O O W > WW Z Z W J W W W W O O j 0 z o Z) I >- NEN W Co O04 306 306 RID � m U VINYL SIDING o o VINYL SXIINYI SIDING IDING NMI U� Q W IG ILL W O W J m o F- Q J o N 10 p W Q O _ BADE JI GRADE kDE z O 1 I I I I I 1 IiEX. 11 I I I EW W145-r`1 Q J �— I I I I I 1 I I IEGRE S 11 I I I MIRE S Wlry1 1 I I I 1 I 1 1 I I W Y Z W �I I r I I I NEW 8"CONC.FOUNDATION WALL 1 I I IVNND I I I I 11 I 11 I I I 1 I I NEW 8"CONC.FOUNDATION WALL I I I 1 0 W I I I I I I I II 1 II I I II I II I I 1 I I I I I I I Q W ` ----� I 11 I 11 I 1 11 I 11 I I I t I r------------------------------------------�-1� I I (n cn FOOTING_ r NEW8"x 16"CONC.FOOTING I I 1t 1 1I I 1 11 1 I I I SEE EGRESS WIN. I I I I I ______________ NEW 8"x 16"CONC.FOOTING B.O.FOOTING W -------------I--� L-- W L--------------------------� I IE--�--�I 1 I IE —�--�1 I WELLDETIAL I 1 r I I — ------- — U L==-----J J I I I I 1 O U � d- 4"x4"POST ANCHORED ON I --------0 SHEET2 I I i i I 4"x4"POSTANCHOREDON W w Z N 00 14"0 x 36"FTG.BELOW GRADE I I I I I I 14"0 x 36"FTG.BELOW GRADE w H AND C-6"ABOVE GRADE I I r O w AND 4"-6"ABOVE GRADE a U O Q a N _________________________________________________ l � r1------------------------------------------------------------------------------Ll--------------- 'i rl--------------Tr----------------------------------------------------------------------------- 1 20"x 10"CONC FOOTING I 1 I 1 20"x 10"CONC FOOTING 1 DWG NO L-----------------------------------------------------------------------------------------------J L---------------1--------------------------------------------------------------------------------1 PROPOSED LEFT SIDE ELEVATION PROPOSED RIGHT SIDE ELEVATION 5 1/411= 11-01' 1/4"= 11-0" 13 PROVIDE LSSU28 JOIST HANGER @ RIDGE TO EACH ROOF RAFTER TYPICAL @ NEW CONSTRUCTION 1 1/4"x 20 GAUGE GALV. STRAP TYPICAL.20"LONG EACH ROOF RAFTER (4)8dNAILS APPENDIX J ANALYSIS - ALTERATION LEVEL 1 , 2 , 8t ADDITIONS EACH EA.ROOF RAFTER 12 o " ALL WORK SHALL COMPLY WITH SEC. AJ101, AJ102, AJ103, AJ104 AND AJ105 OF OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ROOF RAFTERS(SEE PLAN) VARIES SEC. AJ102.1: EXISTING BUILDINGS - LEGAL OCCUPANCY VERIFIED. 1/2"EXTERIOR GRADE PLYWOOD SHEATHING SEC. AJ102.1.1: ADDITIONS, ALTERATIONS AND REPAIRS - PROPOSED WORK SHALL NOT CAUSE EXISTING STRUCTURE TO BECOME UNSAFE. #15 FELT ASPHALT SHINGLES(AS SELECTED BY OWNER) OR AFFECT PERFORMANCE OF THE BUILDING. SEC. AJ102.3: NON-CONFORMING FEATURES - WORK SHALL NOT CAUSE EXISTING SRUCTURE TO BE IN VIOLATION WITH ANY OF THE PROVISIONS OF THIS CODE. CEILING JOISTS(SEE PLAN) SEC. AJ102.2: REQUIREMENTS BY CATEGORY OF WORK - ALTERATION TO CONFORM WITH THE REQUIREMENTS OF SEC. BATT INSULATION(SEE PLAN) AJ501 AND THE REQUIREMENTS FOR RENOVATIONS. r - - SEC. AJ104.1.1: ENERGY EFFICIENCY; ADDITIONS, ALTERATIONS AND REPAIRS - PROPOSED WORK SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. SEC. AJ104.1.2: CHANGE IN OCCUPANCY OR USE - NO CHANGE IN OCCUPANCY OR USE. -- SEC. AJ104.1.3: CHANGE IN SPACE CONDITIONING - NO CHANGE IN SPACE CONDITIONING. �` SEC. AJ105.1: PRELIMINARY MEETING - AS PER CODE ENFORCEMENT OFFICIAL. FASCIA ; ' , \ SEC. AJ106.1: BUILDING EVALUATION - AS PER CODE ENFORCEMENT OFFICIAL. 3 CONTINUOUS SOFFIT VENT � i � SEC. AJ301.2: WORK AREA - IDENTIFIED ON PLANS. SIMPSON STRONG-TIE H2 � SEC. AJ302: REPAIRS - NOT APPLICABLE. @ 16"oc(EACH SIDE) � SEC. AJ303: ALTERATION LEVEL 1 - SHALL COMPLY WITH PROVISIONS OF THIS SECTION. I . ; SEC. AJ304: ALTERATION LEVEL 2 - APPLICABLE. ib SEC. AJ304.2: APPLICATION - WORK SHALL COMPLY WITH SECTION AJ5 AND SECTION AJ6. SEC. AJ305: CHANGE OF OCCUPANCY - NOT APPLICABLE. SEC. AJ306: ADDITIONS - APPLICABLE. SEC. AJ307: HISTORIC BUILDINGS - NOT APPLICABLE.. SEC. AJ308: RELOCATED BUILDINGS - NOT APPLICABLE. cn �'---------`� SEC. AJ309: REPLACEMENT - NOT APPLICABLE. 0 co o > ' SEC. AJ5: ALTERATIONS LEVEL 1 SEC. AJ502.1: INTERIOR FINISHES - ALL NEWLY INSTALLED FINISHES COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY SEAL ED AR VINYL SIDING(AS SELECTED BY OWNER) � j j �F� R-3 RIGID INSULATION BOARD : i REQUIREMENTS OF CHAPTER 3 OF THIS CODE. 5���� N.K. TYVEK BUILDING WRAP I I SEC. AJ502.2: MATERIALS AND METHODS - ALL NEW MATERILAS AND METHODS SHALL COMPLY WITH THE REQUIREMENTS OF THIS CODE. 1/2"EXTERIOR GRADE PLYWOOD SHEATHING I o I 2"x4"STUDS 16"oc , i i SEC. AJ502.3: REPLACEMENT DOOR AND WINDOW DIMENSIONS - NOT APPLICABLE. Zz ''. o 3 1/2"BATT INSULVION R=15.0 -. ' SEC. AJ502.4: REROOFING - WORK SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 9. 1/2"GYSUM BOARD ��--------� SEC. AJ502.4.2: STRUCTURAL AND CONSTRUCTION LOADS - STRUCTURAL ROOF COMPONENTS CAPABLE OF SUPPORTING ROOF COVERIG SYSTEM. � SIMPSON STRONG-TIE FTA @ 16"oc OR � � SEC. AJ502.4..3: RECOVERING VRS REPLACEMENT - EXISTING ROOF CCOVERINGS TO BE REMOVED ENTIRELY BEFORE NEW ROOF COVERINGS ARE 9lF °` �o O 1 1/4"x 20 GAUGE GALV.STRAPPING, EXTENDED 12" BEARING FROM FLOOR j j ,% INSTALLED. FRAMING EACH DIRECTION @EACH STUD SEC. AJ502.4.6: FLASHING - ALL FLASHING TO BE INSTALLED WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL METAL ' FLASHING TO WHICH BITUMINOUS MATERIALS ARE APPLIED TO BE ADHERED SHALL BE PRIMED PRIOR TO INSTALLATION. SEC. AJ503.1: MEANS OF EGRESS, GENERAL: SHALL COMPLY WITH SEC 702 OF THE 2015 IPMC. W 2-2"x4"TOP PLATE SEC. AJ504.1: FIRE AND LIFE-PROTECTION - GENERAL-LEVEL OF FIRE PROTECTION MAINTAINED. SEC. AJ504.2: SMOKE ALARMS - SMOKE ALARMS PROVIDED. W SEC. AJ504.3: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. Q f SEC. AJ505.3: REROOFING STRUCTURAL AND CONSTRUCTION LOADS - STRUCTURAL COMPONENTS ADEQUATELY PROVIDED. �1 I SEC. AJ506.1: MECHANICAL - TO COMPLY WITH CHAPTER 12 THROUGH CHAPTER 24 W SEC. AJ507: PLUMBING - TO COMPLY WITH CHAPTER 25 THROUGH CHAPTER 33 00, SEC. AJ508: ELECTRICAL - TO COMPLY WITH CHAPTER E33 THROUGH CHAPTER E42. - Z_ i LL i °6 SEC. AJ6: ALTERATIONS LEVEL 2 ' = SEC. AJ601.4: NONCONFORMITIES - WORK DOES NOT INCREASE THE EXTENT OF NONCOMPLIANCE. Q 3/4"SUB FLOOR GLUED AND NAILED o SEC. AJ601.5: FLOOD HARZARD AREAS - NOT APPLICABLE. W FLOOR JOISTS(SEE PLAN) j j 0 Y BATT INSULATION(SEE PLAN) SEC. AJ602.1: SEPARATION REQUIRED - NOT APPLICABLE. w "SIMPSON"CMSTC16 COIL STRAP OR SEC. AJ602.2: WALL AND CEILING FINISH - COMPLIES WITH SEC R315. FW- o c=i 1 1/4"x 20 GAUGE GALV.STRAPPING, �- -- I ( SEC. AJ602.3: GUARDS -NOT APPLICABLE. Z STRAP EACH STUD 12"MIN.BEARING SEC. AJ603.2: EXIT DOORS -COMPLIES WITH SEC R311.4. ------------------ Y WRAP STRAP UNDER SILL @EACH SEC. AJ603.3: HANDRAILS -COMPLIES WITH SEC R311.7.8 U 2"x 4"SILL i i ' Q SEC. AJ604.1: SMOKE ALARMS - SMOKE ALARMS PROVIDED. ' SEC. AJ604.1: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. 2"x 6"P.T.SILL ' SEC. AJ604.3: AUTOMATIC SPRINKLER SYSTEMS - NOT APPLICABLE. Q z Y Y ANCHOR BOLTS(REFER TO PLANS ' W g O O FOR SIZE AND SPACING) i I SEC. AJ605.1: STRUCTURAL - GENERAL - NO DANGEROUS CONDITION CREATED. SILL SEALER ' ; ;' SEC. AJ605.2: INCREASED LOADS -ADDITIONAL LOADS SHALL COMPLY w TERMITE SHIELD ' ' , SEC. AJ605.3: REDUCTION OF STRENGTH -NO IREDUCTION IN STRENGTH OR STRUCTURAL STABILITY OF BUILDING. W z w z SEC. AJ605.4: NEW STRUCTURAL MEMBERS -NEW STRUCTURAL MEMBERS COMPLY TO THIS CODE. p o -1W °° I SEC. AJ606.1: MECHANICAL - TO COMPLY WITH CHAPTER 12 THROUGH CHAPTER 24 p o 0 0 o GRADE i Uaa , i , _ - #5 REBAR(112"DIA) SEC. AJ607.1: PLUMBING - TO COMPLY WITH CHAPTER 25 THROUGH CHAPTER 33 z 0 -1 � -I i I=� i e THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE SEC. AJ608.1: ELECTRICAL - GENERAL -WORK COMPLIES WITH CHAPTER 34 THROUGH 43. W M � m a a _ (EXCEPT SLAB AREAS)SHALL BE DUMINOU FEL WITH AN ELASTIC SEC. AJ608.2: INCREASED LOADS -ADDITIONAL LOADS SHALL COMPLY w COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. 8"POURED CONCRETE U SEC. AJ608.3: ELECTRICAL SERVICE -EXISTING COMPLIES. 0 FOUNDATION WALL 1/2"EXPANSION JOINT co SEC. AJ608.4: GROUND FAULT AND ARD FAULT CIRCUIT INTERRUPTER PROTECTION - COMPLIES AS PER SEC E3802. Q N SEC. AJ608.5: ADDITIONAL ELECTRICAL REQUIREMENTS -TO COMPLY WITH CHAPTER 34 THROUGH CHAPTER 43 W 16"x 8"DP.POURED CONCRETE FOOTING y a W o -I I I I 11, I I P=1 I I= z Z U z M SEC. AJ8: ADDITIONS ° o J o N #5 REBAR(1/2"DIA) 3" SEC. AJ802: FIRE AND LIFE-PROTECTION - GENERAL-LEVEL OF FIRE PROTECTION MAINTAINED. p w � SEC. AJ801.3: NONCONFORMITIES - WORK DOES NOT INCREASE THE EXTENT OF NONCOMPLIANCE. < W O 4 CONCRETE SLAB ON UNDISTURBED BASE W Z Of O SEC. AJ802.1: SMOKE ALARMS - SMOKE ALARMS PROVIDED Q _ SEC. AJ802.2: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. W Y Z W n SEC. AJ803.1: STRUCTURAL - ADDITIONAL LOADS SHALL COMPLY w �I SEC. AJ804.1: MECHANICAL - TO COMPLY WITH CHAPTER 12 THROUGH CHAPTER 24 TYPICAL WALL SECTION SEC. AJ805: PLUMBING - TO COMPLY WITH CHAPTER 25 THROUGH CHAPTER 33 0 p SEC. AJ806: ELECTRICAL - TO COMPLY WITH CHAPTER 34 THROUGH CHAPTER 43 U o- W w Z N w 0 z 2: 2 of Of ~I N U a F- o � DWG NO e 6 13 ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. I ROOF SHINGLES 1"AIR SPACE I I #15 FELT PAPER ROOF SHINGLE.1"x 2"BLOCKING. 1 1/4"x 20 GAUGE GALV. — 1/2"CDX PLYWOOD STRAP(TYP.)WITH(6)8d PLYWOOD SHEATHING. COMMON NAILS IN EACH I END OF STRAP. I #15 FELT PAPER 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d I COMMON NAILS IN EACH END OF STRAP. 24"MIN. I SIMPSON H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 114"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. LSSU "SKEWABLE"CONNECTOR �h, DETAIL "A" D ETA I L "B" BY SIMPSON OR APPROVED EQUAL. . D ETA I L "C" z� D ETA I L "D" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.1.2 R.802.3 R.802.3.1 R.802.3.1 R.802.3.1 R.802.5.1(9) R.802.5.1 1(9) L 14 MAX. L 5/8"TYPE"X"GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE"X"GYPSUM BOARD 1'4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"x 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED TO UNDERSIDE OF FLOOR JOISTS& INSULATION SHALL SOLID BLOCKING @ EXTERIOR TIGHT T L FLOOR CAVITY O SUB-FLOOR. O BACK DOWN WALL STUD PARTITION. R-15 MINERAL FIBER INSULATION BETWEEN HEATED & NON-HEATED THOUGH BOLTS 1'4" 111/2"INSULATION GARAGE / STORAGE SPACES. STEEL P DTE 0 FIBER STRONG RIM BOARD BY > MANUFACTURER @ END OF JOISTS. w 1 1/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 1/4"x;20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS SEAL STRAP ITYP.)WITH(8)8d COMMON NAILS IN EACH AS PER PLAN COMMON NAILS IN EACH END OF STRAP.UP AND END OF'STRAP. OVER FL JOISTS&DOWN A.K. T Fy WALL STUD AS PER PLAN r " DETAIL "E" DETAIL "F 11 DETAIL "G" A& DETAIL "H11 4 CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=l'-0" FIRE SEPARATION @ GARAGE WALL HEADER Wl STEEL PLATE DETAIL N.T.S. 1/2"=1'-0" SEE TA DETAILS ON SHEET#17 SEE TA DETAILS ON SHEET#17 1 HOUR RATED F 0 F N E� UL Design No.U333 PROPOSED HIP RAFTER AS PER PLAN F- TRUCTURAL HEADER AS SHOWN ON PLANS z PROPOSED HIP RAFTER AS PER PLAN NOTE w PROPOSED RIDGE AS PER PLAN HGLTV HEAVY DUTY TOP FLANGE HANGER ALL STAIRS,HANDRAILS& 2 BY SIMPSON OR APPROVED EQUAL. RAILINGS SHALL COMPLY w 00 w W/RCNYS SEC.R-311 &R-312 Q o z m SIMPSON STRONG-TIE HCP4Z o o p HIP CORNER PLATE CONNECTION o z HARDWOOD OR STEEL HANDRAIL w / U W/1 1/2"MIN.FINGER CLR.AND NOT = co p TO PROJECT MORE THAN 4.5" U) ZO w FROM THE WALL. z TOP PLATE o LLQi � o pp Ln I) STRUCTURAL HEADER AS SHOWN ON PLANS ~ _I SIMPSON STRONG-TIE HHRC44(SCL) ° 9 Q CO ° ,� WOOD STRINGER, o HIP-RIDGE CONNECTION M TREADS,&RISERS Y i 0 w Co 00 v I- 1 1/4"NOSING z m **MINIMUM WIDTH OF STAIRS TO BE T-O" Y DETERMINED BY BEAM WIDTH U AS SELECTED ON PLANS w DETAIL "J" DETAIL "K" y . DETAIL "L" DETAIL "M" w w HIP TO WAl CONNECTION DETAIL N.T.S. HIP TO RIDGE CONNECTION DETAIL 1"=1'-0" STRUCTURAL HEADER-HEADER DETAIL N.T.S. STAIR AND RAILING DETAIL N.T.S. w Z� wo D'0 � Y w � w w w U Z w Z 12 Q 5 R.R./C.J. TO DWELLING PORCH COL.TO HDR. @ PORCH/RAFTER/GIRDER p w o 0 0 ROOF CONNECTION CONNECTION DETAIL POST TO HDR & FTG CONNECTION z o ? CO 11 TECO'S LO w C) O 2"xT R.R.@ IT O.C. w m 2"x6"R.R.@ 16"O.C. PSON STRAPPING ® 16" HEADER AS V 3-10d COMMON 14-16d COMMON NAILS VO LAG SIMPSON 1 14-16d COMMON NAILS NOTED ON PLANS (BEAM) C) SEE DECK LATERAL ATTACHMENT— 1!2°LAG.BOLT SI SON BOL S @ 16" N (BEAM) DETAIL ON SHEET#15 @ 24"O.C. I ST PPING @ 16" HGR. ® 1 s Q . •• • 2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMION SIMPSON 12T w 2-2"x10"HEADER 11 11 w EA. IDE DETAIL O SIMPSON STRONG-TIE • ' ( .• U 14-16d COMMON NAIL SIMPSON STRONG-TIE 0 w J m 0 112°LAG.BOLT DECORATIVE MOLDING "' AC4 COV. @ 24"D.C. • PORCH PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. (POST) 14-16d COMMON NAI TECO'S POSTING AS NOTED (POST) p J 0 N ON PLAN USE A MINIMUM OF p W TWO 8d NAILS THIS p SIDE OF TRUSS. Q 0 _ TOTAL 4-8d NAILS . . z O INTO TRUSS. 2"x6"DECKING DECORATIVE MOLDING ) Q J 0 r- 2 x6"DECKING 4"x 4"POST ANCHORED IN 4 _ _ w V I I SEE DECK LATERAL ATTACHMENT— 8"x 36"FTG.BELOW GRADE �I� - Simpson Strong-Tie � w Z J _ DETAIL ON SHEET#15 2"x 6"FLOOR JTS 16"O.C. / AB w 0 Q d @ AND 4"�"ABOVE GRADE _ 6-8d COMMON l w 0� U) ai n 6-8d COMMON • • (n V w • 1/2°LAG.BOLT 3-10d COMMON du AB POST BASE BY SIMPSON I- 0 >- -- p d- @ 24"O.C. FILLER STRIP d U 0- LLI w Z N d 2-8d NAILS li 0 z w _ _ . �� J O � w N TECO'S INTO PLATES 0 w c) O GRADE 5/8"ANCHOR BOLT 8-8d NAILS P g n U () Q �-- 0 INTO STUD Simpson Strong-Tie Tie 2 MINIMUM FLJ TO DWELLING @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL H7 Z SIDECOVER DWG NO CONNECTOR POST W/CONC. CONNECTION „ DETAIL "P" 'IN" n 7 ,� � DETAIL N RAFTER TIE DETAIL N.T.S. PORCH CONNECTION DETAILS N.T.S. SIMPSON STRONG-TIE H7Z 3 THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS MA Q EXPANDING FOAM SEALANT. OF SEALANT MAINTAIN NTAIN EQUAL VENT SPACE VENTED AIRSPACE _ -- CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION CONTINUOUS BEADOF SEALANT SEC.C501.1: SCOPE -ALTERATIONCOMPLIES WITH PROVISIONS OFSECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS Arnc INSULATION C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT -MINIMUM 75%OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. SEC.C501.5: REPLACEMENT MATERIALS -MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.35 VERT. FENESTRATION SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL AS AIR BARRIER WINDOW PERIMETER INSULATION VERERTICALLYTO _ - ---- ---- - \��CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.55 (SKYLIGHTS) BURNING PILOT LIGHTS - CONNECTNSUTATINGSHEATING OF SEALANT TO BE USED. SGHC U-FACTOR 0. To RIGID INSULATION BAFFLE 25 NO FUEL GAS LIGHTING EQUIPMENT. CONTINUOUS BEAD SEC. R403.1: HVAC CONTROLS - COMPLIES ; OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS bi SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A ' CONTINUOUS MINIMAL SEC C502.2.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW UNITAS SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 11/2"RIGID INSULATION EXPANDING FOAM AT SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. WINDOW PERIMETER SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD WINDOW UNIT OF SEALANT SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.5.1. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL AIR BARRIER CONTINUOUS BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS OF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY DETAIL OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - INOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. OF ADHESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OFSEALANTS TEA A ills BEAD OF SEALANT SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION , ARUNDATION BARRIER WALLAS CONTINUOUS BEAD //\//\ a CONCRETE SLAB AS OF SEALANT j\\j�\\° AIR BARRIER COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE ' ATTIC INSULATION A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or the building envelope. a sealing material. narrow cavities shall be filled by insulation , Narrow cavities INSTALL 1"RIGID ROUGH CUT , The exterior thermal envelope contains a that on installation readily conforms to the , r-- - ---- ---- - General requirements AROUND VENTILATION CHUTE continuous air barrier. available cavity space. -AIR SEAL PERIMETER WITH Breaks or joints in the air barrier shall be I sealed. Air sealing shag be provided between the EXPANDING FOAM SEALANT , 'The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit Garage separation garage and conditioned spaces. A I R SEALING DETAIL shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building U) Ceilinglattic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air fight and IC N.T.S. O Access openings,drop down stairs or knee drywall. rated. 1 112"RIGID INSULATION 0 wall doors to unconditioned attic spaces shall be sealed. . Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and sill plate Cavities within comers and headers of frame ar insulation that on installation readily EXTERIOR wiring and plumbing in exterior walls, shaft Plumbing and wiring o be sealed. walls shall be insulated by completely filling conforms to available space shall extend EXTERIOR INSULATED WALL SEAL The junction of the top plate and the top of the cavity with a material having a thermal Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. RE O A R Knee walls shall be sealed. Ch Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs RIGID INSULATION SHEATHING K. walls shall be installed in substantial contact Showerftub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL „ "R-VALUE/THICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1 RIGID INSULATION AS ATTIC EAVE N.T.S r, o The space between Widow/doorjambs and The air barrier shall be installed behind taming, skylights andframin shall be BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER Windows.skylights and doors g9 Electrical/phone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be installed. q� 0 - JO Rim joists shall include the air barrier. Rim joists shall be insulated. WAC register boots that penetrate building F 0 F N E� Rim joists HVAC register boots thermal envelope shall be sealed to the subfloor or drywall. 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire I- the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner Z framing cavity insulation shall be permitted ATTIC INSULATION Floors(including above garage and 9 ty P that is recommended by the manufacturer. W cantilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not 2 sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler W the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING (0 from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF Q co TTIC ACCESS TO +1"OF INSULATION LEVEL r-------- 0 Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned V RIGID INSULATION W with overlapping joints taped. the crawlspace walls. M space shall be sealed. ACCESS PANEL Z DRAW ACCESS PANEL SNUG LL TABLE R402.1.2 WITH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a '•- �, TRIM ASREQUIRDED U) "�. .." . FINISHED CEILING . .., J (iAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL - N DETAIL DETAIL °° ZONE U-FACTORb U-FACTOR SHGCb,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE 0 Y U 4 0.32 0.55 0.40 49 20OR13+5h 8113 19 10113 10.2FT 10/13 AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S W 00 U RIGID INSULATION SHEATING , 5 0.30 0.55 NR 49 20 OR 13+5h 13117 309 15/19 10.2 FT 15119 I I Z 20+5 I I Y 6 OPTION 1 0.30 0.55 NR 49 OR h 15/20 30g 15/19 10.4 FT 15119 13+10 I I W Q 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 39 15/19 10.4 FT 15/19 < w NR=Not Required. L1J O O -+- PREFAB -�- ATTIC INSULATION For Sl:tfoot=304.8 min. � Y } i .. FIREPLACE UNIT V W SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED W W A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN W U z W z THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" 0 W 10 J W B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. _J C. "10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT INSULATED EXTERIOR W O O O WALL."15119"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE - STUD WALL Z U = t` U) BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R 13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R 5 __ CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. W o O N Q D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. INSTALL INTERIOR W C') co `2 SHEATING PRIOR TO � AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. INTALLATION OF PREFAB MECHANICAL LATCH TO (� E. RESERVED. FIREPLACE UNIT F. RESERVED. ATTIC FLOOR FRAMING PRESSURE SEAL AT (n G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING W H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION Q PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL I. MASS WALLS SHALL BE IN ACCORDANCE 1MTH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE 0 W INTERIOR OF THE MASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING Z Z U z O ENCLOSURE MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF 0 W -J m O O TABLE R402.1.4 a ATTIC INSULATION O ° MANUFACTURED PULL U5 a N 0 DOWN STAIR Q W 0 EQUIVALENT U-FACTORS ATTIC TRUSS "*`-WOOD FRAME FLOOR ASSEMBLY W Z O CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL b U-FACTOR U-FACTOR W Y Z w l 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 - - ' ~� G C) W U5 � d` _ _ _ _ _ = DETAIL W v W 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 - 6 0.30 0.55 0.026 0.045 1 0.060 1 0.033 0.050 0.055 = _ AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S C] EXPNADING SEALANT AT PEIMETER U W w Z N A NONFENESTRATION UTACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. a B. MASS WALLS SHALL BE IN ACCORDANCE 1AITH SECTION R402.2.5.WHERE MORE THAN HALF THE INSULATION IS ON THE -DRYWALL CEILING � 0 Z a = = r INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE 0 a 0 0 W tw-II N ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. a U U ¢ F- oJap C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT NOT EXCEED 0.360. DWG NO DETAIL DETAIL 8 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 'I 13 J J J 14.f J J p m Ll m J END CONDITION#2 END CONDITION#5 END CONDITION#2 END CONDITION#2 J ¢ 2'-0" W-10" 2'-0" 1,co 4'-8" 2'-0" m I m U 2'-0"B CED WA 1 SEE 2'-0"BRNCED W L SEE DETAIL SHEET 9,10.11 DETAIL SHEET�9,10,11 _ _ ---- r----n BWL 1 2'-0"BRA ED WAL' EE 1_=_= - I - I ___ --- DETAILS SHEET - 10,11 N END CONDITION#2 END CONDITION#2 1 1 I I 1 1 I I 1 1 C3,W11 U W 1 1 I I Z ¢ m 1 1 I I U 3'-0" 10'-2" 3'-0" w 1 1 I I "' 3'-0"RACED WAL SEE 3'-0"�ACED WALL' EE la- LL- 1 1 I I DET LS SHEET#9,10,11 DETAILS SHEET#9,10,11 o�&/ 0 w a p --- -� 0 rn 1 1 1 1 � ,j = o O J W 1 1 I O al- 1 1 1 1 J =� Z W ~ S 1 1 I I 0 o ow i , 1 i i I¢- \\\\ °-Ha- o = � co i i w� B D L z ZD v� 1 t 1 1 1 Qf o ` pWC) w a ¢ O 1 1 I - I wo U �m 111 1 1 Lo a >� Q W � cri- p 1 1 I I 4 m� p co 1 I 1 1 pQ 00 W � Lu atp � 0wO 1 1 ( - - - -- I 1 Q� O w l 1 1 1 W W 1 1 1 1 J F--- -' I-- ¢ 1 1 I I 1 p W O mp 1 1 l J 1 I W W = � o � ticn 1 1 I i `Z 1 Uv=i <"3 ZO Z 1 1 p U = J Z 1 1 I I I , 1 N U O LL. 1 1 I I I �J p Ln 1 1 a ¢ O ,yl � p 1 1 W p p O W 1 1 V f I o w W w 1 1 p0Lu > � Q 1 1 I f 0 1 1 > a Q O W U 1 1 I f y 1 1 I I m 1 I O W U Ix w O ---- � - - ----- --------- - - -- -------- ---- - - 1 1 tY W 0 P B A 1 1 j j ��f SEAL -------------- 1 1 1 1 ---------------�_ BRED ARC `. L - i \C; N.K. re M/^ 9TF OFGNE� yo z FIRST FLOOR WALL BRACING PLAN FIRST FLOOR WALL BRACING PLAN 2 w BRACING METHOD : CS-WSP ( SEE SHEETS #9, #10, #11) 1/4"=V-0" BRACING METHOD : CS-WSP ( SEE SHEETS#9, #10, #11) 1/4"=1'-0" Q m 0 2ND FLOOR 2ND FLOOR r BRACED WALL LENGTH = 6.0 BRACED WALL LENGTH = 6.0 z EL ADJUSTMENT FACTOR = 1.0 ADJUSTMENT FACTOR = 1.0 06 ADJUSTED BRACED WALL LENGTH = 6.0 ADJUSTED BRACED WALL LENGTH = 6.0 MINIMUM BRACED WALL LENGTH = 24" MINIMUM BRACED WALL LENGTH = 24" < M W AS PER TAI3LE R602.10.5 AS PER TABLE R602.10.5 0 t; CIS w co x w C? o z t'M FIGURE R602.10.6.2 U METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS w 0 EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES 9WO BRACED WALL PANELS W EXTENT OF HEADER WITH SINGLE PORTAL FRAME t-1_ Z 0 (ONE BRACED WALL PANEL) O O rY w 7-I8'FINISHED WIDTH OF OPENING (j z w Z FOR SINGLE OR DOUBLE PORTAL 0 } 0 I W TENSION STRAP PER W J J TABLE 602.10.6.4 PO WALL I I (ON OPPOSITE SIDE FASTEN KING STUD 0 O O O OF SHEATHING TO HEADER (� HE HT ITo 616D SINKERS Z O -R-�- I W M O � m 0 0 0 o MIN.3"x 11}"NET HEADER STEEL HEADER PROHIBIT 0 0 0 �y 0 0 o IF}SPACER IS USED,PLACE ON BACKSIDE OF H I LL FASTEN SHEATHING TO HEADER WITH 8D U) = COMMON OR GALVANIZED BOX NAILS IN 3"GRID I IF NEEDED,PANEL FASTEN TOP PLATE CD PATTERN AS SHOWN I SPLICE EDGES SHALL Ix = I OCCUR OVER AND BE TO HEADER WITH 61d HEADER TO JACK-STUD STRAP PER TABLE I NAILED TO COMMON 16D INKER NAILS w 3 6H R602.10.6.4 ON BOTH SIDES OF OPENING I I BLOCKING WITHIN THE Ic F OPPOSITE SIDE OF SHEATHING I I MIDDLE 24"OF THE k AT 3'O.C.TYP. w o = pq I I PORTAL LEG-HEIGHT.D.C. U •y' I I ONE ROW OF O.C. MIN.DOUBLE 2"x 4"FRAMING COVERED WITH MIN. I I NAILING IS REQUIRE - - 0 W J Z O 318"THICK WOOD STRUCTURAL PANEL SHEATHING WITH IN EACH PANEL EDGE. - _ m f I III 8D COMMON OR GALVANIZED BOX NAILS AT 3"O.C.IN MIN.DOUBLE 2 X 4 POST _J O . ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP. I f (KING AND JACK STUD) MIN. WOOD -i (V NUMBER OF JACK STUDS STRUCTURAL 0 PER TABLE R602.7(1)&(2) TYPICAL PORT PANEL SHEATHING MIN.LENGTH OF PANEL PER TABLE R602.10.5 FRAME CONSTRUCTION ww <L 0 � W MIN.(2)?DIAMETER ANCHOR BOLTS INSTALLED L J ''nn 0 PER SECTION R403.1.6 WITH 2"x 2"x�"PLATE WASHER Q V - � � .. NW Y MIN.REINFORCING OF FOUNDATION,ONE#4 BAR TOP SEE DETAIL HD-I SHEET 110 V L L W !I1 I AND BOTTOM OF FOOTING.LAP BARS 15"MIN. MIN.1000 LB.HOLD-DOWN Q w DEVICEQMBEDDEDINTO ww (5 CONCRETE AND NAILED 0 0 0 0 0 0 0 0 o INTOFRAMING). o 0 o v w 0 MIN.FOOTING SIZE UNDER OPENING IS 12"X 12".A TURNED- 0 c) DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. U a- W F- Z CV MIN.(1)e w � "DIAMETER ANCHOR BOLT INSTALLED PER 0 O Z W 0 J O w Q� N SECTION 403.1.6-WITH 2"x7x16"PLATE WASHER IL 0- U (w) ¢ F-- p FRONT ELEVATION SECTION DWG NO d 9 13 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(4) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND TABLE R602.10.3(1) ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED ROOF 14 Blocking between ceiling joists or rafters 16d common (31/2"x 0.162'1 16"o.c.face nail EXPOSURE CATEGORY B FIGURE R602.10.7 to top plate MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS t6d box(31/2"x 0.135'1;or 12"o.c.face nail 30- FOOT MEAN ROOF HEIGHT END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING 3"x 0.131"nails 10- FOOT WALL HEIGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(21/2"x 0.113")or Toe nail 1 Blocking between ceiling jests or rafters to top 4-8d common(2112"x 0.1311:or 3-16d box 3112"x 0.135 or 3 each 16"o.c.face nail 2 BRACED WALL LINES late 3-10d box 3'x 0.128" or 15 Bottom plate to joist,rim joist,band joist or ( � P ( ) blocking(at brace wall panel) 2-16d common(31/2"x 0.162');or 2 each 16"o.c.face nail ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS 3-3'x 0.131"nails 4-3"x 0.131"nails 4 each 16"o.c.face nail WIND SPEED SPACING b DWB, WSP ,SFB, CS-WSP,CS-G, STORY LOCATION METHOD LIB METHOD GB 48d box(21/2"x 0.113")or MPH FEET PBS, PCP, HPS, 2 Ceiling joists to to ate Per joist,Toe nail 48d box 21/2"x 0.113 or ( ( BV-WSP, ABW, PFH, CS-PF 91 P plate 3-8d common(2112"x 0.131"):or ( '1; 3-10d box(3"x 0.128'):or 3-16d box(31/2"x 0.1351;or PFG CS-SFB c CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED 3-3"x 0.131"nails 4-8d common(21/2"x 0.131'1;or Toe nail BRACED WALL LINE 1� BRACED WALL LINE t 4- Od box(3"x 0.1281;or 10 4.0 4.0 2.5 2.0 3 Ceiling joist not attached to parallel rafter,laps 4-1 Od box(3"x 0.128");or Face nail 16 Top or bottom plate to stud 43"x 0.131"nails 20 7.0 7.0 4.0 3.5 over partitions[see Sections R802.3.1,R802 I.2 3-16d common(31/2"x 0.1670;or and Table R802.5.1(9)] 43"x 0.131"nails 3-16d box(31/2"x 0.135');or � 30 10.5 10.5 6.0 5.0 2-16d common(3112"x 0.162');or End nail R 40 13.5 13.5 8.0 6.5 [-ILI Ll Ceiling joist not attached to parallel rafter 3-10d box(3"x 0.128'1;or �' 50 16.5 16.5 9.5 8.0 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail 3-3"x 0.131"nails 60 19.5 19.5 11.5 9.5 9 3-10d box(3"x 0.128");or and Table R802.5.1 ( )] 17 Top plates,laps at comer s and 2-116d common(31/2"x 0.1621;or Face nail 10 7.5 7.5 4.5 3.5 410d box(3"x 0.128D;or intersections 5 120 ELIE []LIE 5 Collar be to rafter,face nail or 11/4"x 20 ga. Face nail each rafter 3-3"x 0.131"nails 20 14.0 14.0 8.0 7.0 ridge strap to rafter 3.10d common(3"x 0.148');or 3-8d box(21/2"x 0.113");or .' 30 20.0 20.0 11.5 9.5 43"x 0.131"nails RETURN HOLD-DOWN 18 1"brace to each stud and plate 2-8d common 2112"x 0.131" ; or Face nail y; 40 25.5 25.5 15.0 12.5 ( ) PANEL DEVICE 3.16d box nails (31/2"x 0.1135'1;or 2-10d box(3"x 0.128'1;or 50 31.5 31.5 18.0 15.5 BRACED WALL PANEL AT BRACED WALL PANEL AT 6 Rafter or roof truss to late 2 toe nails on one side and 1 toe nail 2 staples 13/4" 60 37.5 37.5 21.5 18.5 END OF BRACED WALL LINE END OF BRACED WALL LINE P 3-1Od common nails (3"x 0.148'1;or P 4-1Od box(3"x 0.128'); or on opposite side of each rafter or 43"x 0.131"nails truss " 3-8d box(21/2"x 0.113 or 10 NP 11.0 6.5 5.5 END CONDITION 1 END CONDITION 2 19 1 x 6"sheathing to each bearing �� 416d (31/2"x 0.135");or 2-8d common(21/2"x 0.131"); or Face nail 20 NP 20.5 11.5 10.0 Toe nail 2-1Od box 3"x 0.128 or 3-1od common(31/2"x 0.1148'1; or ( �� 30 NP 29.0 17.0 14.5 4-1 Od box(3"x 0.128'); or 2 staples,1"crown,16 ga.,1 314"long 40 NP 38.0 22.0 18.5 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 3-8d box(21/2"x 0.113" or 1 CONTINUOUSLY SHEATHED 1 CONTINUOUSLY SHEATHED 7 roof rafter to minimum 2"ride beam )' 50 NP 47.0 27.0 23.0 1 BRACED WALL LINE I BRACED WALL LINE 9 3-16d box(3112"x 0.135'1 ;or End nail 3-8d common(21/2"x 0.131'1; or 60 N P 55.5 32.0 27.0 2-16d common(31/2"x 0.162'1;or 3-1 Od box(3"x 0.128'1;or 3-1 Od box(3"x 0.128'1; or 20 1'x 8'and wider sheathing to each bearing 3 staples,I"crown,16 ga.,13/4"long Face nail 33"x 0.131"nails 10 4.5 4.5 2.5 2.5 Wider than 1"x8" 20 8.5 8.5 5.0 4.0 2ND FL WALL 4-8d box(2112"x 0.113); or 3-8d common(21/2"x 0.131'1 ;or 30 12.0 12.0 7.0 6.0 2ND FL 8 Stud to stud(not at braced wall panels) 16d common (31/2"x 0.162'1 24"o.c.face nail 3-1 Od box(3"x 0.128'1;or 40 15.5 15.5 9.0 7.5 1 Od box(3"x 0.128");or 4 staples,1"crown,16 ga.,13/4"long 50 19.5 19.5 11.0 9.5 3"x 0.131"nails 16"o.c face nail 16d box(31/2"x 0.135");or FLOOR 60 23.0 23.0 13.0 11.0 [:]H, 9 Stud to stud and abutting stud at intersecting 12"o.c.face nail 3"x 0.131"nails 10 8.5 8.5 5.0 4.5 wall comers(at braced wall panels) 16"o.c.face nail 4-8d box(21 J2"x 0.113); or RETURN D 16d common(31/2"x 0.162") 3-8d common(21/2"x 0.131") ;or 21 Joist to sill,top plate or girder Toe nail <130 20 16.0 16.0 9.5 8.0 1ST FL PANEL 16'o.c.each edge face nail 3-10d box(3"x 0.128'1;or 48"MINIMUM BRACED WALL PANEL FIRST BRACED 16d common(31/2"x 0.162") 9 30 23.0 23.0 13.5 11.5 1ST FL 10'MAX 10 Built-up header(2"to 2"header with 1/2"spacer) 3-3"x 0.131"nails � AT END OF BRACED WALL LINE WALL PANEL co 16d box(31/2"x 0.135") 17 o.c.each edge face nail 40 30.0 30.0 17.5 15.0 *SEE REQUIREMENTS o "`8d box(21/2"x 0.113") 4"o.c.toe nail `�` 50 37.0 37.0 21.5 18.0 END CONDITION 3 END CONDITION 4 cn 5-8d box(21/2"x 0.113");or 11 Continuous header to stud toe nail 60 44.0 44.0 25.0 21.5 48d common(2112"x 0.131"); or 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.131");or 55 6 0 7. . 410d box(3"x 0.128") top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 10 NP 13. REQUIREMENTS 3"x 0.131"nails 20 NP 24.0 13.5 11.5 CONTINUOUSLY SHEATHED 12 To plate to to late 16d common(31/2"x 0.1621 16"o.c.face nail ( 1 30 NP 34.5 19.5 17.0 BRACED WALL LINE SEAL P P P 3-Sd box 2112"x 0.113' ;or RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH 1 Od box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or face nail . .5 22.0 WOOD STRUCTURAL PANELS 32"FOR BRACED WALL 3"x 0.131"nails 3-10d box(3"x 0.128");or 40 NP 555.0 311.5 26.5 Double top plate splice for SDCs A-D2 wth 8-16d common(31/2"x 0.162');or 2 staples,I"crown,16 ga.,1 3/4"long 50 NP 3 LINES SHEATHED WITH STRUCTURAL FIBERBOARD �`�FL ND ARC K. 12-16d box 31/2"x 0.136' ;or face nail on each side of end'joint 60 NP 65.0 37.5 31.5 �� Fh seismic braced wall line spacing<25' ( ) >o DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH141 1210d box(3"x 0.128);or (minimum 24"lap splice length each 24 2"subfloor to joist or girder 3-16d box(31/2"x 0.135'1;or Blind and face nail WOOD STRUCTURAL PANELS 32"FOR BRACED WALL 13 12-3"x 0.131"nails side of end joint) 1 g 2-16d common(31/2"x 0.162") LINES SHEATHED WITH STRUCTURAL FIBERBOARD Double top plate splice SDCs DO,D1,or D2; 10 5.5 5.5 3.0 2.5 and braced wall line spacing>26 12-16d(3112 x 0136') 20 10.0 10.0 5.5 5.0 J Y 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135");or At each bearing,face nail 30 14.0 14.0 8.0 7.0 M P2-16d common(31/2"x 0.162") a HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE 40 18.0 18.0 10.5 9.0 DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AN TF , 3-16d common (31/2"x 0.162") 50 22.5 22.5 13.0 11.0 0 F N E TO THE FOUNDATION OR FLOOR FRAMING BELOW 26 Band or rim joist to joist 4-1 Od box(3"x 0.128");or End nail 60 26.5 26.5 15.0 13.0 43"x 0.131"nails;or 4-3"x 14 ga.staples,7/16"crown 10 10.0 10.0 6.0 5.0 HOLD-DOWN Nail each layer as follows:32"o.c. S 140 WALL PANEL 20 18.5 18.5 11.0 9.0 DEVICE FIRST BRACED Z 20d common(4"x 0.192");or at to and bottom and staggered. 30 27.0 27.0 15.5 13.0 END CONDITION 5 W 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 40 35.0 35.0 20.0 17.0 2 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides ' 50 43.0 43.0 24.5 21.0 FOR SI:1 INCH=25AMM, 1 FOOT=304.8 MM,1 POUND=4.48 N W layers And: 60 51.0 51.0 29.0 25.0 < 2-20d common(4"x 0.197);or Face nail at ends and at each Q CD3-1 Od box(3"x 0.126');or splice 10 NP 15.0 8.5 7.5 3-3"x 0.131"nails 4-16d box (3117'x OA35");or 20 NP 27.5 16.0 13.5 W 28 Ledger strip supporting joists or rafters 3.16d common(31/2"x 0.162");or At each joist or rafter,face nail 30 NP 39.5 23.0 19.5 � 4-1 Od box(3"x 0.128");or 40 NP 51.5 29.5 25.0 4-3"x 0.131"nails 50 NP 63.5 36.5 31.0 Z 29 Bridging to joist 2-1 Od(3"x 0.128") Each end,toe nail 60 NP 75.5 43.0 36.5 V- 06 co - TABLE R602.10.3(2) FIGURE R602.10.2.2 WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 LOCATION OF BRACED WALL PANELS Q 00 FOR SI:1FOOT=304.8 MM 0 Cr) w Y ADJUSTMENT FACTOWJ co w ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION (MULTIPLY LENGTH FROM APPLICABLE METHODS W C? 0 TABLE R602.10.3(1)BY THIS FACTOR] Z 2020 RESIDENTIAL CODE OF NEW YORK STATE B 1.00 ONE-STORY C 1.20 Y TABLE R602.3(3) STRUCTURE D 1.50 W REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 1 EXPOSURE CATEGORYTWO-STORY C 1.30 t._ _- 10'MAx 20'MAX 10'MAX co w STRUCTURE w MINIMUM ULTIMATE DESIGN D 1.60 �f z Q Z Y Y MINIMUM NAIL MINIMUM WOOD NOMINAL PANEL NAIL SPACING WIND SPEED V ult B 1.DD BWL3 BWL2 BWL 1 aa. W Q O STRUCTURAL MAXIMUM WALL a PANEL (mph) THREE-STORY C 1.40 --- --- --- -�� � � PENETRATION PANEL SPAN THICKNESS STUD SPACING gory STRUCTURE SIZE EDGES FIELD win exposure category m Q Y W (INCHES) RATING (INCHES) (INCHES) D 1.70 (INCHES O.C.) (INCHES O.C.) B C D 3: U w Ci w 6d COMMON 0.70 l l U g } p � Ill 1.5 24/0 1!2" 16 6 12 140 115 110 :55 FEET (2.0"x 0.113") � � W U � 10 FEET 1.00 ROOF ONLY 15 FEET 1.30 I I p of O Q O 16 6 12 170 140 135 20 FEET 1.60 N ill ALL METHODS I I I LL- Z S r`8d COMMON 1 75 24/16 7116" M 0 L m (2.5"x 0.131") <-5 FEET 0.85 , O W o O N Q 24 6 12 140 115 110 2 ROOF EAVE-TO-RIDGE ROOF+1 FLOOR 10 FEET 1.00 HEIGHT 15 FEET 1.15 I I I / U FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 mks. 20 FEET 1.30 N I I I Z A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with :55 FEET 0.90 2 panel strength axis perpendicular to supports. 10 FEET 1.00 I I I W B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in ROOF+2 FLOORS Q I accordance with Section R602.10. 15 FEET 1.10 W20 FEET NOT PERMITTED C.Wood structural panels with span rating of WaIM6 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. i W g W or 24 o.c shall be permitted as an alternate to panel with a 24/16 span ratingwall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 8 FEET 0.90 m Z Z () d CD d' more than 16 inches on center. 9 FEET 0.95 I _ W J ca 0 3 WALL HEIGHT ANY STORY 10 FEET 1.00 ----- ----- - " F- C) J o N ADJUSTMENT 11 FEET 1.05 p WFn j 12 FEET 1.10 20'MAX 20'MAX Q W O 2020 RESIDENTIAL CODE OF NEW YORK STATE 2 1.0o NOTE:CONTINUOUS SHEATHING o NUMBER OF BRACED METHODS REQUIRE ALL FRAMED < z TABLE R602.10.4 4 WALL LINES(PER PLAN ANY STORY 3 1.30 PORTIONS OF THE BRACED W Y DIRECTION 4 1.45 WALL LINE TO BE SHEATHED. BRACING METHODS >_5 1.60 � W Q Continuous Sheathing Method FASTENED TO THE END col r- 9 (n STUDS OF EACH BRACED DWB,WSP,SFB W 5 ADDITIONAL 800-POUND TOP STORY ONLY / CONNECTION CRITERIA WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, 0) U WW METHOD, MATERIAL MINIMUM THICKNESS FIGURE HOLD-DOWN DEVICE FOUNDATION OR FRAMING BELO w W Z N Fasteners Spacing O Z _ = w 00 OMITTED FROM INSIDE FACE DWB,WSP,SFB W _ O w W N Exterior sheathing per 6"edges 12"field 6 INTERIOR GYPSUM BOAR ANY STORY OF BRACED WALL PANELS 1.40 PBS,PCP,HPS,CS- a Q, t� U ¢ F- o ap Table R60eathi FINISH(OR EQUIVALENT) WSP,CS-G,CS-SFB CS-WSP DWG NO 11211 V Continuously sheathed 4 INCHES O.C.AT PANEL EDGES, Interior sheathing per Varies by fastener 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB 1 wood structural panel " "` r Table R602.3(1)or R602.3(2) FASTENING PLATES,AND ALL HORIZONTAL JOINTS BLOCKED 13 8d @ 6" oc toed in L along braced wall —� TOP PLATE 6" 0 8d COMMON NAILS CORNER HOLD - DOWN DETAILS @ 6" O.C. ON EDGES II i n ONLY II I� II II - " TOP PLATE 1/2 MIN. STRUCTURAL 'WOOD PANEL = 8d COMMON NAILS @ 12" O.C. ON 6.. "SIMPSON"HDQ8 OR 2-16d COMMON AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)(:ONNECTION FIELD ONLY CD "SIMPSON"PH NAILS @ 6"O.C. FOR FULL LENGTH FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN °° OF STUD „ FOR C OF EA.PLATE To PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP "SIMPSON"CMSTCi6 16 d COMMON NAILS @ 16"O.C. 5 PLATES 8d COMMON @ 6" OC ALONG 2-16d COMMON \ 12"BEARING ON W/ %" DIAM. ATR (ALL THREADED SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL WALL STUD °° NAILS @ 6"O.C. ROD) ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6" OC ALONG ` SILL PLA LENGHT OF BRACED WALL PANELk. MIN.. USE SIMPSON SET EPDXY-TIE I BLOCKING @ ANCHOR BOLT , , 3 HIGH STRENGTH EPDXY ADHESIVE I ENDWALL t . TO SECURE ANCHOR, DRILL 3/4" 3-16d@16"oc along braced wall DIAM. HOLE FOR EPDXY. FOLLOW MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION -'" O ° BLOCKING TO PERPENDICULAR RAFTER. E DWALL @ ° END BRACED WALL SLAB ON GRADE 2-16dCOMMON NAILS @ 6"O.C. "SIMPSON"HDQ8 OR FOR FULL LENGTH "SIMPSON"PH OF STUD L L NOTE: ALL STRAPPING,ANCHORS, HOLD 8d @ 6" oc toed in DOWNS,&ADHESIVES TO BE along braced wall ir INSTALLED AS PER GABLE END MANUFACTURER'S SPECIFICATIONS CLG JTS AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. D E TA I L TOP PLA 8d @ 6" oc to (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 6' along braced wall 1/2" MIN. STRUCTURAL o CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP HOLD DOWN DETAILS N.T.S. z WOOD PANEL 8d COMMON NAILS @ 6" O.C. ON EDGES TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. D ONLY 6„ = 8d COMMON NAILS o 3-16d@16"oc @ 12" O.C. ON 8d COMMON NAILS SEAL along braced wall FIELD ONLY @ 12" O.C. ON "SIMPSON"HDQ8 OR 2-16d COMMON 1\ � .D ARCy AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION = FIELD ONLY "SIMPSON"PHD6 NAILS @ 6"O.C. "SIMPSON" ����� N K. T e • SIMPSON HDU4-SDS2.5 HOLDDOWN FOR FULL LENGTH 2-16d COMMON STHDI4RJ 5 " o NAILS @ 6' O.C. 12"BEARING ON s �/ o FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ DIAM. ATR (ALL THREADED d COMMON NAILS o ° OF STUD FOR FULL LENG7 � �- FOR C OF EA.PLATE TO PLATFORM BELOW- ROD ANCHOR, EMBEDMENT LENGTH ° OF STUD WALL STUD �- d COMMON NAILS @ 16"O.C. ) 6" O.C. ON EDGES OF ANCHOR IN CONCRETE IS 10" 3-16d@16" ONLY °° J, „��" FLOOR JOISTMIN.. USE SIMPSON SET EPDXY-TIE along braced wall BLOCKING @ q �� n` O HIGH STRENGTH EPDXY ADHESIVE 8d @ 6" oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. ENDWALL • �` along braced (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): a i '' SILL PLA TO SECURE ANCHOR, DRILL 3/4" ANCHOR BOLT - - DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOTS FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP i • �.'�W MANUFACTURER'S INSTRUCTIONS. L L PLATFORM BELOWIT I - 1 16 d COMMON NAILS 16"O.C. I�' = :- .�''' .'` -:;:�- POURED CONCRETE/ •• ; :; �a� �., ::;'. MASONRY TOP PLATE Z 't• �ti •:r :'' W 6.. •0r..4.. FOUNDATION CD8d COMMON NAILS j! ` ` ••ry 2 @ 12" O.C. ON s `• :}•.. ,:r:` END BRACED WALL ON FOUNDATION ,/2" MIN. STRUCTURAL FIELD ONLY Q NOTE: 7/8" OHREADED ROD EMBEDDED 121/2° �O�` m WOOD PANEL ALL STRAPPING ANCHORS Sa = d COMMON NAILS INTO CONCRETE W/"SIMPSON"ET(HIGH ��c HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS ao„ �l2 roe-„ Z� W WALL 6" O.C. ON EDGES TO BE INSTALLED AS PER 0°F-40OF USE"SIMPSON"AT.(HIGH STRENGTH NLY MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) U) 3-16d@16"oc Z_ along braced LL U) AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. A DETAIL (n L FLOOR JOIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): J HOLD DOWN DETAILS N.T.S. Q t TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SILL PLA ..,r••. , ,• .•� L L 00 0 • - - - PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 0 M Y ad @ 6" oc toed in ANCHOR BOLT a on braced wall W � w 9 W o v CLG JTS POURED CONCRETE/ I— Cl) MASONRY Z TOP PLATE 6' FOUNDATION o Y ' 2 STORY BRACED WALL PANEL o Q Z Y Y 2 go o Y W > > AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. W W (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): W U Z Z .J W FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Q W n Q 0 8d @ 6" oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLATE TO W O O O along braced wall — PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. z FLOOR JOIST W CV) 04 SIMPSON HOLDDOWN W/ %" DIAM. U 6„ ATR (ALL THREADED ROD) c SEE THIS SHEET FOR DETAIL 8d COMMON NAILS Q @ 6" O.C. ON EDGES W W W 1/2" MIN. STRUCTURAL ONLY CO WOOD PANEL = 8d COMMON NAILS O W J m 0 @ 12" O.C. ON I Q _J O N FIELD ONLY p (5 a- Lu 3-16d@16"oc9 SIMPSON HOLDDOWN W/5�" DIAM. Q W 0 - along braced wall ATR (ALL THREADED ROD) Q .Z_I v r ANCHOR, EMBEDMENT LENGTH OF W Y z w II ANCHOR IN CONCRETE IS 10" MIN.. W W Ur Q �. FLOOR JOIST-- W U USE SIMPSON SET EPDXY-TIE HIGH STRENGTH EPDXY ADHESIVE TO W (� W SILL PLATE— .. - SECURE ANCHOR, DRILL3/4" DIAM. O �. v C, ANCHOR BOLTS— HOLE FOR EPDXY. FOLLOW 0 W Z N MANUFACTURERS INSTRUCTIONS. -� w w w DO POURED CONCRETE/ ° W MASONRY FOUNDATION DWG NO 2 STORY END WALL BRACED WALL 1 13 TABLE R507.6 TABLE R507.8 DECK BEAM SPAN LENGTHS (FT. - IN.) MAXIMUM JOIST SPACING DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4 X 4 8 FEET R507.2.4 DECK LATERAL LOAD CONNECTION 6 8 10 12 14 16 18 2-2X6 6- 11 5- 11 5-4 4- 10 4-6 4-3 4-0 4 X 6 8 FEET THE LATERAL LOAD CONNECTION REQUIRED BY BY SECTION 507.1 SHALL BE PERMITTED TO BE 2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 IN ACCORDANCE WITH FIGURE R507.2.3(1) OR 507.2.3(2). WHERE THE LATERAL LOAD CONNECTION IS 6 X 6 14 FEET PROVIDED IN ACCORDANCE WITH FIGURE R507.2.3(1), HOLD DOWN TENSION DEVICES SHALL BE INSTALLED 2-2 X 10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 IN NOT LESS THAN TWO LOCATIONS PER DECK, WITHIN 24"OF EACH END OF DECK. EACH DEVICE SHALL 2-2X12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 POUNDS.WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH FIGURE R507.2.3(2) , THE HOLD-DOWN TENSION 3-2X6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 DEVICES SHALL BE INSTALLED IN NOT LESS THAN FOUR LOCATIONS PER DECK,AND EACH DEVICE SHALL SOUTHERN PINE 3-2X8 10- 10 9-6 8-6 7-9 7-2 6-8 6-4 TABLE R507.2.1 HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 750 POUNDS. 3-2 X 10 13-0 11 -3 10-0 9-2 8-6 7- 11 7-6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3-2X12 15-3 13-3 11 - 10 10-9 10-0 9-4 8-10 3X6 OR 2-2X6 5-5 4-8 4-2 3- 10 3-6 3- 1 2-9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X8OR2-2X8 6- 10 5- 11 5-4 4- 10 4-6 4- 1 3-8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 3X10OR2-2X10 8-4 7-3 6-6 5- 11 5-6 5- 1 4-8 3X12 OR 2-2X12 9-8 8-5 7-6 6- 10 6-4 5- 11 5-7 LEDGER 2 INCHES 3/4 INCH 2 INCHES 1 5/8 INCHES DOUGLAS FIR-LARCH, 4 X 6 6-5 5-6 4- 11 4-6 4-2 3- 11 3-8 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 1 5/8 INCHES HEM-FIR, 4X8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 SPRUCE-PINE-FIR, REDWOOD, 4X10 9- 11 8-7 7-8 7-0 6-6 6- 1 5-8 WESTERN CEDARS, 4X12 11 -5 9- 11 8- 10 8- 1 7-6 7-0 6-7 PONDEROSA PINE, RED PINE 3-2X6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 3-2X8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 3-2 X 10 12-0 10-5 9-4 8-6 7- 10 7-4 6- 11 STAGGER FASTENERS IN 2 ROWS cn z 3-2X12 13- 11 12- 1 10-9 9- 10 9- 1 8-6 8- 1 LAG SCREW OR BOLT TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST � . SEAL (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) LEDGER 5.5°MIN FOR 2X8 ��ED ARC 6.5"MIN FOR 2X10 K JOIST SPAN 7.5"MIN FOR 2X12 " . CONNEynON DETAILS 6'AND LESS 6'-1"TO 8' 8'-1"TO 10' 10'-1"TO 12' 12'-1"TO 14- 14'-l"TO 16' 16-1"TO 18' ON-CENTER SPACING OF FASTENERS I� DETAIL ��A _- 1/2 INCH DIAMETER LEG SCREW W/1/2 INCH FIGURE R507.2.3(1) NTS MAXIMUM SHEATING 30 23 18 15 13 11 10 DECK ATTACHMENT FOR LATERAL LOADS F 0 F NEB *DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5"IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS z TO ATTACH 2X8 LEDGERS TO 2X8 1/2 INCH DIAMETER BOLT W/1/2 INCH BAND JOISTS. W MAXIMUM SHEATING 36 36 34 29 24 21 19 w U) m 112 INCH DIAMETER BOLT W/1 INCH w MAXIMUM SHEATING 36 36 29 24 21 18 16 FLOORSHEATINGNAILINGAT 6"MAXIMUM ON CENTER TO HOLD DOWN OR (I) JOIST WITH HOLD DOWN OR SIMILAR DEVICE z ILL 06 CD FLOOR JOIST DECK JOIST F— TABLE R507.5 J Q c') o ui DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) 0 n Y o co ui W C? U SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER Z m SPECIES SIZE (INCHES) (INCHES) — to 12 16 24 12 16 24 DETAIL T �� U Y 2X6 9- 11 9-0 7-7 6-8 6-8 6-8 w FIGURE R507.2.3(1) NTS p 2 X 8 13- 1 11 - 10 9-8 10-1 10-1 9-8 DECK ATTACHMENT FOR LATERAL LOADS SOUTHERN PINE Q III Y Y 2X10 16-2 14-0 11 -5 14-6 14-0 11 -5 w g o o 2X12 18-0 16-6 13-6 18-0 16-6 13-6 Y w 2X6 9-6 8-8 7-2 6-3 6-3 6-3 SHEATING U Z w w SIDING W U Z Z DOUGLAS FIR-LARCH, FLASING FOR WATERTIGHTNESS w -� HEM-FIR, 2X8 12-6 11 -1 9- 1 9-5 9-5 9- 1 p w o 0 o DECKING SPRUCE-PINE-FIR, 2 X 10 15-8 13-7 11 - 1 13-7 13-7 11 - 1 2X LEDGER WITH FASTENERS Z Uo � r U)IN ACCORDANCE WITH TABLE R507.2 WM 0 L m 2 X 12 18-0 15-9 12- 10 18-0 15-9 12-10 FLOOR JOIST APPROVED JOIST HANGERS 2 X 6 8-10 8-0 7-0 5-7 5-7 5-7 HOLD-DOWN DEVICE MIN.750 LB.CAPACITY AT 4 LOCATIONS,EVENLY DISTRIBUTED REDWOOD, ALONG DECK AND ONE WITHIN 24"OF EACH 2 X 8 11 -8 10-7 8-8 8-6 8-6 8-6 END OF THE LEDGER.HOLD-DOWN DEVICES Q WESTERN CEDARS, SHALL FULLY ENGAGE DECK JOIST PER w w PONDEROSA PINE, 2X10 14- 11 13-0 10-7 12-3 12-3 10-7 HOLD-DOWN MANUFACTURER. Z Z � RED PINE (o2 X 12 17-5 15-1 12-4 16-5 15- 1 12-4 A FULLY THREADED 3/8"DIAMETER LAG 0 w J m o SCREW PREDRILLED WITH MIN.3"PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER. Fn p a- �O N p W TABLE R507.4 DETAIL "C 11 W Z W o MAXIMUM JOIST SPACING FIGURER507.2.3(2) NTS Q J DECK ATTACHMENT FOR LATERAL LOADS w Y Z l l *NOTE:THIIS DETAIL IS APPLICAPABLE w p w C� <w MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. W NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST U) 0 W 0 1114-INCH-THICK WOOD 16 INCHES 12 INCHES W W Z c1l 0 z _ = w 00 w J O � w SIN U U F- ol 2-INCH-THINCK WOOD 24 INCHES 16 INCHES a- � a ap DWG NO PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/ SECTION R507.3 SECTION R507.3 1 13 TABLE R301.2.1.2 BLOCKING 0 ENDWALL WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE GENERAL FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS z,b,c,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE— PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHES)a" SHEATHING FASTENER 4 FEET < 6 FEET < TYPE PS 4LN PANEL SPAN PANEL SPAN ATTIC FEET <6 FEET < 8 FEET AIR SHIELD LIQUID FLASHING No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL RACED WALL PANEL BACK @ 4'-0"O.C. 8d @ 6"O.C.ALONG 8d 6"O.C.ALONG TOE NAIL 3 8d NAILS AT J /--o No. 10 WOOD SCREW BASED ((�� ANCHOR WITH 2-INCH 16 12 9 BRACED WALL PANEL. BRACED WALL PANEL EACH BLOCKING MEMBER a$ Q qa• EMBEDMENT LENGTH OR BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 0 AIR SHIELD SECOND FLO w Y4 -INCH LAG SCEW BASED 3-16d @ IT O.C.ALONG 3-16d @ IT O.C.ALONG 3-16d AT EACH ANCHOR WITH 2—INCH 16 16 16 BRACED WALL PANEL. BRACED WALL PANEL BLOCKING MEMBER g8 a� ®INTERIOR ZONE NOTE: EMBEDMENT LENGTH �E BLOCKING 2 BAYS FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND ®2-16d NAILS EACH SIDE PERIMETER ZONE BACK @ 4'-0'O.C. OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING A.THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS,VULTAND A 45 FOOT MEAN ROOF HEIGHT. GABLE WALL SURFACE B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING NOTE: S HEAT H I N G JOINT TREATMENT LOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF PANEL. OR END JOIST MEMBER DIRECTLY ABOVE 1.FOR GABLE ROOFS 10"TO 45°PITCHES (EDGE ZONE) C.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS BRACED WALL PANEL FIRST BOOR SS THAN 2� BRACED WALL PANEL A O.C.ALONG THAN 2 INCHES INTO THE BUILDING FRAME.FASTENERS SHALL BE LOCATED NOT LE T INCHES FROM THE EDGE B 2.SEE FASTENING SCHEDULE A FOR NAILING OF CONCRETE BLOCK OR CONCRETE. IN EA.ZONE D.PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. BLOCKING 2 BAYS FOR SI:1 INCH=25.4 MM BACK @ 4'-0"O.C. .. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 2020 NYS UNIFORM CODE TABLE R401.4.1 TABLE R402.2 PRESUMPTIVE LOAD-BEARING PC MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE VALUES OF FOUNDATION MATERIAES MINIMUM SPECIFIED COMPRESSIVE STRENGTH avc) LOAD-BEARING PRESSURE TYPE OR LOCATION OF CONCRETE CONSTRUCTION b CLASS OF MATERIAL L cn Weathering Potential (POUNDS PER SQUARE FOOT z Negligible Moderate Severe CRYSTALLINE BEDROCK BASEMENT WALLS,FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO THE WEATH ER 2,500 2,500 2,500 c 12,000 BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500 c SEDIMENTARY AND FOLIATED ROCK 4,000 L_NO NOTCHES p • d d D/6 MAX I PERMITTED I SEAL BASEMENT SLABS,FOUNDATION WALLS,EXTERIOR WALLS AND OTHER VERTICAL 2,500 3,000 3,000 D ARC SANDY GRAVEL AND/OR GRAVEL(GW AND GP) I I ARE CONCRETE WORK EXPOSED'TO THE WEATHER 3,000 , , D/6 MAX. \�� N K. T� PORCHES CAR PORT SLABS,AND STEPS EXPOSED TO THE WEATHER AND GARAGE d e f d,e,f 2,500 3,000 3,500 SAND,SILTY SAND,CLAYEY SAND SILTY GRAVEL AND CLAYEY Q ,��� —A FLOOR SLABS GRAVEL(SW,SP,SM,SC,GM,AND GC) 2,000 r a FLOOR JOIST-CENTER CUT a.Strength at 28 days psi. CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AND SANDY SILTC b D/4 MAX. ��� b.See Table R301.2(1)for weathering potential. (CL,ML,MH,AND CH) 1,500 r - -� c.Concrete in this location that is subject to freezing and thawing during construction shall be air-entrained concrete in accordance with footnote d. d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or more than 7 percent. FOR SI:1 POUND PER SQUARE FOOT=0.0479 kPa D TF y • e.See Section R402.2 for maximum cementitious materials content. 0 F N E� f.For garage floors with a steel-troweled finish,reduction of the total air content(percent by vloume of concrete)to not less than 3 percent is a:WHERE SOIL TESTS ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING permitted if the specified compressive strength of the concrete is increased to not less than 4,00 psi. CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS D/3 MAX. b:WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE Z ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. W MAX.D FROM W SUPPORT FLOOR JOIST-END CUTS W Q m D W D/3 MAX. z ILL RAFTER CEILING JOISTS W F— J REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION Q co PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. Q C w co _ W ao c� cM Z co THE CONSTRUCTION TYPE 21N.MIN.FROM TOP 0 DESIGNATION SHALL BE AND BOTTOM OF JOIST V PIPE OR CONDUIT I , II , III , IV OR V TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) Q CLASSIFICATION OF THE STRUCTURE CUTTING DRILLING NOTCHING DETAIL UNDER SECTION 602 OF THE BCNYS Q I SECTION 1265.4 SIGN OR SYMBOL OF JOIS W g I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER Y O O 6" DIAME ER — STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST Y >- >_ CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND W W W (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED W U z z EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. p } p ui (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, W -•I -' OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES W O O ? O REFLECTIVE RED I I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. Z v PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE W C:) O U Q REFLECTIVE WHITE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: W M CO m AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE fY BORED HOLE MAX. A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE V AND DIA.40 PERCENT U ii IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE W EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE O "I", , " ,� "III", „ OF STUD DEPTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE I , II , III , M,OR 'V TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE r LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. I .` EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) W W i (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: Z Z U z (i)"F'SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; o OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL 5/8"MIN.TO EDGE O W J O HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND P: J 0 N D THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT EXCEED 25%OF � �— I i AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY O THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED B THE 12 O'CLOCK POSITION OF THE SIGN STUD DEPTH p W CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE SIGN SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. Q Z O BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40°A AND 60°A � Z � O WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE Q J (� ° 1/2 OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO STROKE ROOF FLOOR STUD SECCESSNE STUDS ARE DOUBLED W Y Z LU I OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT AND SO BORED W MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS W 2 DESIGNATION FOR STRUCTURAL �I TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V W W COMPONENTS THAT ARE OF NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. 0 U W TRUSS TYPE CONSTRUCTION R F O �- 0 FLOOR FRAMING , INCLUDING 0 w 000 DRILLING AND NOTCHING DETAIL O z _ = N F GIRDERS AND BEAMS V DIY JOof < I OF STUDS �- � � U a H o � RROOF FRAMING F DWG NO FR FLOOR AND ROOF FRAMING ROOF AND FLOOR BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN 1 SYMBOL DURING FINAL INSPECTION. 13