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TOWN OF SOUTHOLD ��rra °ri„ BUILDING DEPARTMENT 14 ^ 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 #: 50192Date 1/8/2024 Permission is hereby granted to: Clemente, Concetta _ 31 eulist Ave ..._ w---— -___ —...... - __ Port Washington, NY, 11050 To. Construct a new single-family dwelling to include attached garage and HVAC system as applied for per SCHD and manufacturers specifications. At premises located at: d Cutcho ue 5675 B.ri...,... e Ln�u .., _.. .. . . .. . _ __. ...�mm._..---................._..._11111 _______�.................�„ SCTM # 473889 Sec/Block/Lot# 84.-1-6.14 Pursuant to application dated 1216 pp /2023 and approved by the Building Inspector,. To expire on 7/9/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,390.50 CO-NEW DWELLING $100.00 Total: �--. ...$3.,4.............._. _. 90.50 Building Inspector F TOWN OF SOUTHOLD-BUILDING DEPARTMENT ^' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ` Telephone (631) 765-1802 Fax (631) 765-9502 b twwn .lout oldto�vnn �,ov" nF� .�. . Date Received APPLICATION FOR BUILDING PERMIT °d For Office Use Only 0 I Building Inspector: PEC' yPERMIT No. J Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12/5/2023 OWNER(S)OF PROPERTY: Name: Concetta lemente SCTM# 1000-84-01-6.14 Project Address:" 7 Bridge Lane, Cutchogue NY 11935 Phone#:516-721-9077 FE-m-ail:concettacl@optonline.net Mailing Address:31 Neulist Ave., Port Washington, NY 10050 CONTACT PERSON: Name:John Quinn MailingAddress:PO BOX 768, Cutchogue NY 11935 Phone#:631-404-2281 Email: john @ jcquinn.net DESIGN PROFESSIONAL INFORMATION: Name:Robert Higgins Mailing Address: 50 Hidden Acres Path, Wading River, NY 11979 Phone#: 631-208-3351 Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone M Email: DESCRIPTION OF PROPOSED CONSTRUCTION iNew Structure ❑Addition [--]Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $400,000.00 Will the lot be re-graded? ❑Yes 9N Will excess fill be removed from premises? ❑Yes []No 1 PROPERTY INFORMATION Existing use of property: Vacant lot Intended use of property: single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC I this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After,Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By( rint nam • John Quinn RAuthorized Agent ❑Owner Signature of Applicant: Date: 12/5/2023 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK John C. Quinn 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 5thday ofDecemDer 20 � --- --. Not y Public THOMAS J.UHLINGER Notary Publks,Stift Of NOW Yak No.OIU'H4 R til ° °I„if I Comm ere "app cant is not the owner) I, Concetta Clementeresiding at 31 Neulist Ave., Port Washington NY do hereby authorize John C. Quinn to apply on my behalf to the Town of Southold Building Department for approval as described herein. 12/5/2023 Owner's Signature Date Print Owner's Name 2 r`3 Scott A. Russell SUPERVISOR MANAA,G]EN\11EN T SOUTHOLD TOWN HALL:P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town own of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ORMATION TO BE COMPLETED BY THE APPLICANT gr Ii ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) . . ...... ..... . , ._... _ ._ m_. _ APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) er NAME: V,. I ,� t � .. Date: 1Z It 2�„ �.._. `. � �....... _���_.___ __...��. 'Ybtlr4F Contact Infor atio . tL-Nlad F 1 elePhnne Numbed mm_mm Property Address / Location of Construction Site: S.C.T.1VI, 1000 t ...� ...�__ _ _... .. �_�._. .__ ......... I - Block Lot ..� Sect TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than I Acre. No S P DES. Permit is Required i Project does Not Discharge to Waters of the State No S.P.D.E.S Permit is Ri uired ! Area of Disturbance is Greater than I Acre & Storm-\,N.ater Runoff Discharges Directly to Waters of the State of New York THE APPLICANT MUST OBTAIN a S P D.E.S. Permit DIRECTLY From NYS DEC, Prior to Issuance of a Building Permit. 0 ,N -ca of Disturbance rs Greater than I Acre R Srni-m-\A arPr Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of Nevi York,. THE APPLICANT MUST OBTAIN a S P D,E.S. Permit through the Southold Town Engineering De artment Prior to lssuance of a Buildin Perm - it "k J 1 Y .. �` Re lei°ed B � ... Date:_...._ ._. ... .. - I— , a_...... . ��nRtii.�:._ cvirP -rncnrt„i,p�......�.�__ _.—..:...._w.�.�—.....��.�.. _.__ �] Generated by REScheck-Web Software Cmplia ce Certificate Project bridge lane Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Bridge Lane John Quinn custom builder robert higgins architect Cutchogue, NY 27 service rd A 50 hidden acres path Calverton, NY wading river, NY 11792 Compliance: 6.9%Better Than Code Maximum UA: 450 Your UA: 419 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. considered5ab on lion the a or eiifo rinauu:: cornpnHanre F:wth uin Nll':5die �° trade ssen flIbllyulio�nLtV"e etch:ale tradeo�fs p hnio ulr���ro zone i luust uuneet the rn I . II 'E:Each slab on -grade � w nuurouum�uu���n r�y�r�ra��'Grua'' iN� n�1 �na�un I.�_�rlliin�rn umr-� a�a�Il�u:V� ur��uuuorvcnrenta. Envelope Arse blies 1-11 SUMMONER— III . . `e1V1F "4M�VWNN=5111101= Ceiling: Flat Ceiling or Scissor Truss 1,954 30.0 0.0 0.035 0.026 68 51 Wall: Wood Frame, 16" D.C. 3,098 21.0 0.0 0.057 0.060 150 158 Door: Solid Door(under 50%glazing) 60 0.250 0.320 15 19 Door 1: Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC: 0.30 Window: Wood Frame 366 0.300 0.320 110 117 SHGC: 0,30 Floor: All-Wood Joist/Truss 1,954 30.0" 0.0 0.033 0.047 64 92 Compliance Statement: The proposed building design described here is uilding plans, specifications, and other calculations submitted with the permit application.The proposed build meet the 2018 IECC requirements in REScheck Version : REScheck-Web 1y with the mandat ants REScheck Inspection Checklist Nan�ie-Title Si a r 1 . t 01'gq�� 0'I N Project Title: bridge lane Report date: 12/04/23 Data filename: Page 1 of 9 4 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a,separate table, a reference to that table is provided. # ..., ..... Section Pre-Inspection/Plan Review Plans Ver fiedW FieldVerified Complies? ..U. _...... ............ ..._ _ i � Comments/Assumptions 03.1 ID:IConstructiondrawValue .. w. ,,.. w....... drawings and OComplies Requirement will be met. 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. ❑Com lies Requirement 103.2. .. documentation �..n........_.�;.e. �...._m a... ..................... Elco pl Construction drawings and p' q ent will be met. demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 ;lighting and mechanical systems. ❑Not Applicable Systems serving multiple ,dwelling units must demonstrate :compliance with the IECC 302.1 Heating .Commercial oling equipment ism Heating: Heating y ❑Cornplies Requirement will ill be memmW be t. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other"methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 9 p Ti �1, 2 Medium Im act ,...�.......LL.. ..... .. ._ — _.._ .. Tier 3) 1 Hi h Impact(Tier 1) p (Tier 2) 3 Low Impact( � ) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 2 of 9 ��� ��U.. _._._...... .._m �..ow �.........._ ...�_ ..w...,,,,..�w.. �....�.� ......w....... _.w......_-ro _ .....-... ctlon # foundation Inspection Complies? Comments/Assumptions k!!89,ID.... m �. _1111 1 [0.2 protect tiexposed exterior insulation UComplies Requirement m. .... ........... ® twill be met. of 'aa and extends a minimum of 6 in. below ❑ grade. Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Com lies Requirement will be met. IF012]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: g p r 1) 3 Medwm Impactm(Tier 2) 3 Low Impact 1 Hi h Im act(Tie, � act(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 3 of 9 � 9. action., .. .... ...., .m. .. ... ... .... PIanV luefl. .._. .._.w -e. . _ . .......... ed Field Verified ssum tions # Framing / Rough-In Inspection � alue p p V Complies? See the Envelope 402.1.1, - m able for values. 402.3..4_......._ _. � ❑Doe 9ies .� t�� p�... �,... 1.1, Door U-factor. U� U- � Assemblies s Not [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, :Glazing U-factor GlazingU-factor(area-weighted U- U ClComplies See the Envelope Assemblies ❑ oesNot tablefor values. 402.3.1, average). 402.3.3, ❑Not Observable 402.5 ❑ [FR2]1 Not Applicable [ 3.1.3 are determinedeo nestaccordan ducts g ElDoes Not -m Requirement will be met. �W R411 p with the NFRC test procedure or ❑Not Observable "r taken from the default table. ❑Not Applicable �mm mmmmmmITm -.. _...... �...... 402.4.1.1nand thermal � ❑Com lies R e uirement will be met. 1 installed per manufacturer's � ❑Does Not i instructons. ❑Not Observable ❑Not Applicable Fenestration meeting ��e ❑Does Not .._..Re [FR20]3 s listed and labeled as mee built p Requirement will be met. q 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. _ ....m.. ...... ....... _.,,. .. ❑Complies Requirement will be met. . � 402.4.5 IC-rated recessed lighting fixtures [FR16) sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1,. ..insu insulated d r tur where duct is _..........0000 ❑Does Not `-. .._ui ...___l b .__..._ 403.3.1 Supply and return ducts m attics orPlplies Requirement will be met. 1 � >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and [FR.._._. .. ........_ ❑'Coplies 'Requirement Re uirement will be met. ... filter q 1311 boxes are sealed with ❑Does Not joints/seams compliant with [-]Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. .. _ ,.......� _.. _.....W.�.. ... ❑Comlies IT �mm 403.3.5 Building cavities are not used as p Requirement will be met [FR15]3 ducts or plenums. ❑Does Not �- ❑Not Observable ot 403.4 HVAC piping conveying fluids _ R- R_ n plies bleRequirement will be met. . y. g [FR17]2 above 105 9F or chilled fluids ❑Does Not below 55 9F are insulated to zR- [-]Not Observable 3. i ❑Not Applicable ..._.......... _�_... ... ........_ .......,, �..e .. .M... ... . _ _ .... �. 403.4.1 Protection of insulation on HVAC ❑Complies 'Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable _ 403.5.E Hot water pipes are insulated to R R- �❑Doesplies Not �Requirement will be me t. zR 3. ❑Not Observable ❑Not Applicable 1�Hi h Impact act(Tier 2) 3 Low Impact(Ties 3) --9 pact(Tier 1) 2 Medium ImP.�._.� -.... .._� �.� P—.� A.m... .... Project Title: bridge lane Report date: 12/04/23 Data filename: Page 4 of 9 Section Pians Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions life 1 403..6 '�..... .. , ew,,.... w �A.,,... .mAAAC, .....� ...... ......� .. ... ...... ❑tom lies Requirement will Automatic or gravity dampers are p q I be met. [ R1912installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: High Impact(Tier 1) T edium Impact(Tier 2) s 3 [Low Impact(Tier 3) .... _.. Project Title: bridge lane Report date: 12/04/23 Data filename: Page 5 of 9 .,.....w -.. ........_ ...__.. ....... n PlansVerified Field Verified Value .�� . .........._ .... _ ..._.. � ...a Sectio # Insulation Inspection V Value Compiles? m Comments/Assumptions ...... 303.1. All installed 11 insula.. __,.. tion is labeled ❑Complies Requirement will be met. [IN1312 or the installed R-values ❑Does Not quo, provided. ❑Not Observable ❑Not Applicable 402.2.6 Floor insulation R value. R R ,❑DoespNot Mable e Envsse .... _ Envelope Assemblies �] Wood ❑ Wood slues. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable . ❑Not Applicable _ _m anufacturer's instructions and .❑Does Not ... Re ..... „ 303.2, Fl �. oor insulation installed per p Requirement will be met. q 402.2.8 [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 5 mass wall with at least /z of the Wood Wood _ ❑Do members. 402.1.1 Wall insulation R-value. If this is a R- R- mplies see the Envelope Assemblies 402.2. II 1 ❑ ❑ es Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable riot the exterior insulation [IN3]1 �exterior, E] Steel E] Steel ❑Not Applicable requirement applies(FR10). 303.2 Wall insulationsl instalt onsper ❑DoespNot Requirement will be met. [IN4] manufacturer' . ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: p .. .. .)`m.... 3 Low Impact ..._- ... .... r... (Tier 3) 1 High Impact(Tie 1) 12 Medium Im act(Tier 2)� mm Project Title: bridge lane Report date: 12/04/23 Data filename: Page 6 of 9 _ .# Final In . -_.... . ..... _. Plans Verifl. _. Section ed Field Verified spection Provisions Value Value Complies Comments/Assumptions Req ID,. 2.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope assemblies 402.2.1, F] Wood ❑ woo d ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel '❑Not Observable 402.2.6 ❑Not Applicable [Fill' 303.1.1.1, 'Ceiling insulation installed - � --- Com lies -������ui t w ._"—ITITIT°..mm per p�� Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F12]' Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable insulation include baffle adjacent � ElCom lies Requirement t. 402.2.3 Vented attics with air permeable p q will be met. z Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable _ Attic access hatch and door R- R- ❑DompNot Requirement will be m.__.. „402.2._., �_.���... .0._,. es 4 et. [F131' insulation >R-value of the adjacent assembly. ❑Not Observable ❑Not Applicable ac _ @ _..a.a_ —..50 — ACH 50 �DoespNot_� .�._. ....mm._. ......... �, 402.4.1.2 BI ower door test 50 Pa. <-5 ACH `W`-... _ Requirement will be met. in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3 3 Ducts are pressure tested toftz cfm/100 ft2 cfm/100 ❑ p❑Does Not Requirement will be mei met, [F1271 determine air leakage with either: Rough-in test:Total ❑Not Observable leakage measured with a ❑Not Applicable pressure differential of 0.1 inch 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. _ [013. 4 Duct 100tightness est res sstem ftl 4 cfm/100 cfm/100 mplies Requirement will be met. ... "" __. t. ft2 y 2 ft2 ❑DoNot <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ,tests,verification may need to ❑Not Applicable .occur during. Framing Inspection„ _. _ ... _. ..-- ... ..... .. . m.,._..., ._ .._. .. �❑COm lies Requirement .__ —.... - e designated ted .......�.._--� will be met„ 403.3.2.1 Air handler leakag g [FI241' by manufacturer at<=2% of ❑Does Not design air flow. ❑Not Observable _❑Not Applicable .�, ,,,❑Complies_... Re ui--.....i......."_ 403.1_l._�..Programmable thermostats q rement will be met. [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to . . „-... ..... .� _ .... ......... . .. _ Not Applicable code specifications. ..... 403.1.2 Heat pump thermostat installed ❑Comp'es Requirement will be met. [,1M110]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 Hi h Im act (Tier 1) 2 Mwedium Impact(Tier 2) F 3 N 9 p... _. ..._....... — Low Impact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 7 of 9 # action Provisions Plans VerValue fied Field Verified Final Ins ....._ r Section p ns Value Complies? Comments/Assumptions 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy []Not Observable and air flow limits per Table ❑ R403.6.1. Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. _ 403.5.1.1 Heated water circulation systems ❑Com Plies Requirement will be met [F128)2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- syphon Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ...... , . li ..• .. •••..... 403.5.1.2 Electric heat trace systems ❑Com p'esRequirement will be met. [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the []Not Applicable desired water temperature in the Piping __•••••� w .� .. .... .. _.w. .�...... �..� _••... 403.5.2 Demand recirculation water ❑C'omplies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 1049F.. _ 403..5.4 Drain water heat recovery units � .W❑Complies Requirement will be m—_ et. [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90/ or Wmore of permanemn....t W �• ❑Com lies Re. uire•m. entwilI be��met. 1 fixturemore e high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 40 �•�❑Com lies -••• Re uirement will be met, 23.1 Fuel gas slighting systems have P q [ ]3 no continuous pilot light. ❑Does Not []Not Observable ❑Not Applicable , . . Re - 401.3 Compliance certificate posted, ❑Com plies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable �1 High Impact(Tier 1) �� 2 Medium Impact(Tier 2) ow Impact(Tie �3 L p r3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 8 of 9 . # Final..... tl ....._.,.. . w__....1-11,111-11-1-11, . . ..... ......m.__, ___�..w.�-.- „ w..... .... Section Plans Verlfled Fletd VeMfled on Provisions Value Value Complies? Comments/Assumptions & Re .ID Manufacturer manuals for ❑Complies Requirement will be met. (FI1813 mechanical and water heating ❑Does Not systems have been provided. [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: g p 2 Medium Impact -frier 2) 3 Low I � �� 1 Hi h Im act(Tier 1) � _ mpact(Tier 3) Project Title: bridge lane Report date: 12/04/23 Data filename: Page 9 of 9 2 018 IECC Energy Effidency Certificate mi Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): MIMOMMUMMEMEMIMM= Window 0.30 0.30 Door 0.25 0.30 EMMIZEEZZMEMMMIMM Heating System: Cooling System: Water Heater: Name: Date: Comments Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, CONCETTA CLEMENTE residing at 31 NEULIST AVENUE, (Print property owner's name) (Mailing Address) PORT WASHINGTON, NY 11050 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) AND PALATINE PROPERTIES, LLC to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) CONCETTA CLEMENTE (Print Owner's Name) Affidavit by OwnerlDevelloper Attesting to Article 6 Exemption I hereby a ntn to the SuffWk County Deparfmcnt of HeWth Services that l have not owned oT had 4n interest in rruorc than fbirrsubstandard lots(in my own name,Corporate narrney or another nanrec)width tine last 3 years that arc located wholly or partialty in the County of 5„w tTol&„any point on,the boundary fine ofwhnch is kss than tate half unde rrorn any point on the boundary line ofthis substandard lot fbr which$am claiming air exarnpion from Article 6 density, "Any false statement mane herein ispunishable asa misdemeanor Pursuant to§21OA5ofNew'York StatePenal Law." i nature of"Property Owner/Developer Date ^��---) Print i Nine of'Property 0wrter/ evelt)per CONCETTA CLEMENTE Title PROPERTY OWNER VA M-059(Rev.3/20/19) go �Y ilk � n7r, a rwaq s" � u1 Li1� Iro r •, �� mrvnvam l µ PREPARED IN ACCORDANCE WITH THE MINIMUM S"T"ANDARDS FOR„NYCE SURVEYS AS ESTABLISHED kFFIORRESUCH U � APPROVED AND ADOPTED YORK STATE LAND �... N n ' P BY THE V..LAwLS, AND ���EW YON u i a Rh R G `)7 0 50 E a _..... „ ....,. � �....._ ,.� �✓' �fill k N.Y.S. Lic. No. 60 UNAUTHORIZED ALTERATION ADDITION Ta■ t ( ■�"wm�n TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Lan Surveyor urveyr COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHAII NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICAITONS INDICATED HEREON SHALL RUN Successor To: ose ay J. Isaksen, Jr. L.S. J ONLY TO THE PERSON T""OR WHOM THE SURVEY oaph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COM9PANY, COVERNMENTAL AGENCY ,AND Title Surveys — Subdivisions — Site Plans — Construction Layou LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANS' LE, MAILING ADDRESS OFFICES LOCATED AT THE EXISTENCE OF RIGHT OF WAYS 1686 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. mes New York 11947 Jamesport, New York 11E Ja ori P x 4 lb . O,, ►- , . O, , 10, 00( / OG . GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES ®w In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12,2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE J f` Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD C:2020 Energy Conservation Construction Code of New York State,the 1. CeilingIS suspended under floor framing. 10 2020 Building Code of New York State;Plumbing code;Fire code;Mechanical code; p inches Uninhabitable attics without storage DESCRIPTION NUMBER AND SPACING AND � Fuel gas code;Existing building code;Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. Bathtub (With or Without Shower head Uninhabitable attics with limited storage 20 10 OF FASTENERLOCATION Cr ALL CODES shall supersede the drawings and shall be incorporated into the drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics&attics served with fixed stair 30 10 ® �: Additions,Alterations&Renovations:shall conform with Appendix J Balconies(exterior)and decks 40 10 4-8d BOX (2-1/2")OR 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. Dishwasher on separate trap) - Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR � Floor drain 3-8d COMMON EACH JOIST,TOE NAIL • 3. The contractor prior to the start of corstruction shall verify all Guards and Handrails per 1607.8.1.1 200 3 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX " 17. Metal flashing shall be installed were concrete abuts wood, 3 ( >OR N dimensions,.existing or new and be responsible for field fit. Kitchen sink (One or two traps, with Or RAFTER LAPS OVER PARTITION TABLE 9'802.5.2 3-16d COMMON(3-1/2") FACE NAIL � and were decks abut house framing. Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL shall be installed in accordance under latest State approved Building Codes. 18. Install joist hangers at all flush structural load bearing conditions. Laundrytub (One or more compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR C All systems are to be designed,instated,&specified by the general contractors; HVAC, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER electrical or plumbing sub-contractors. 19. All habitable rooms shall be provided with aggregate lazin area of not less 8 percent of the Lavatory - Rooms other than sleeping rooms 40 10 07 0 Electrical certificates are to be provided the electrical contractor. Pglazing P 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND "` floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE U 5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) stairs 40 20 OF EACH RAFTER OR TRUSS no ; of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum.It shall Flow rate: 4-16d OR >M be the responsibility of the general contractor to verify the depth of all existing footings 20. All window and door headers to be 2-2x10 unless noted otherwise. 7 ROOF RAFTERS TO RIDGE;VALLEY OR HIP TOE NAIL C P tY g fY P 9 9 3-10d COMMON 5.7 m and less 1-1/2 Roof 20 20 .� disturbed by construction. gpm 3-16d BOX OR Aft 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL EM W TABLE R401.4.1 subscript b:Where the building official determines that in-place soils Vent range hoods as per Section M1503 • with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING the allowable bearing capacity shall be determined by a soils investigation. More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION Q 00 1 16d COMMON � 22. Smoke Alarms: Shall be listed in accordance with UL 217,installed as per the Section 314 Rafters having slopes greater than 3/12 with $ _ STUD TO STUD(NOTA. BRACED WALL PANELS) 3 5 6. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have and NFPA 72 . Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters U180 ( . "x 0.162") 24"O.C.FACE NAIL N �:-:- an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, P P 9 P P 9 g STUD TO STUD AND ABUTTING STUDS AT 16d BOX area in the immediate vicinity of the bedroom and on each story of the dwelling, 9 16"O.C. FACE NAIL ' garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. y ry g, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-112"x 0.162" All Concrete shall conform to the latest ACI standards. basement and cellars and not less than 3 feet from the bathroom door containing a Interior was and partitions H/180 16d COMMON +'r, ': O bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors U360 10 BUILT-UP HEADER (3-112"x 0.162") 16"O.C. FACE NAILALONG EDGES �. .- R404.1.3.2 Reinforcement for Foundation walls WHENEVER an alteration,addition,or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL i Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal the smoke detections stem of the ENTIRE residence must be brought u to code All other structural memebers OR 4-8d COMMON reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement Y g P DWELLING -GARAGE SEPARATION U240 M shall be provided in accordance with Table R404.1.2 8 hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL Cfl P ( ) SEPARATION MATERIAL Exterior walls with stucco finish H/360 R404.1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall com I with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS p y NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24"LAP SPLICE LENGTH EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes U140 required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL R404.1.2(9). BOARD OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL L=span length,H=span height All CO alarms shall be connected to the lighting circuit with no intervening wall or higher as per tables 9'404.1.2(8) Vertical reinforcement in basement walls Location of Reinforcement: vertical reinforcement in basement walls STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL 9'-0"or h 9'40 eswitch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL a shall be located to provide a maximum cover of 1-1/4 inches from the inside face. TABLE 9'802.5.2 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON R404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: Section R602.10.4.2 Continuous sheathing method. APPLIED TO THE INTERIOR SIDE OF DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA Based on Table 9'404.1.2(1)- (includes basement entrances and window wells) End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL r Less than 8 foot Wall Height:One#4 bar within 12 inches of the top of to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON . - wall and One:#4 bar near mid-height of wall. shall comply with nailing schedule and Figures R602.10.8 1 &R603,10.8 2 ROOF SPAN P Y 9 9 ( ) ( ) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 9'302.5 ATTACHMENT OF GYPSUM BOARD -'' 3-8d BOX Greater than 8 foot Wall Height:One 9 4 bar within 12 inches of the top of 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL SHALL COMPLY WITH TABLE 9'702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING: 2-6d COMMON wall and One#4 bar near the third points in the wall story.R404.1.3.3.7.3 Wall Openings 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING R404.1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 SHALL MEET ASTM Ell 9 AND FIRE STOPPING PER ASTM E814 OR UL 1479 Q that is interrupted by wall openings shall have additional vertical reinforcement of the same size roof assembly to the foundation. NUMBER OF 16D COMMON NAILS placed within 12 inches of each side of the opening. 21 JOIST TO SILL, TOP PLATE OR GIRDER•PER JOIST 4-8d BOX PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3:12 16"O.C. 5 8 10 13 3-8d COMMON ..J 8404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location Wind resistance of asphalt shingles shall be tested in accordance with RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON Q 4:12 16"O.C. 4 6 8 10 22 PLATE R 6"O.C.TOE NAIL in the forms with tie wire or other bar support system to prevent displacement during the concrete ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection ( OOF APPLICATIONS ALSO) 10d BOX placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels 2-1od Box cover of 3 inches.Minimum cover for reinforcement in concrete cast in removable forms that will be 5:12 16"O.C.' 3 5 6 8 23 BLOCKING TO JOIST. EACH END copper roofing nails, minimum 12 gage shank with aminimum- 2-ad COMMON exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 inches 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7;12 16"O.G. 3 4 5 6 for No.6 bars;and larger.For concrete cast in removable forms that will not be exposed to the Fastener Panel Span Panel Span Panel Span 4-16d BOX W earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 3/4 inch. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL Type Less than or less than or less than or 3-1sd COMMON 0 The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment 9:12 16"O.C. 3 4 4 5 z '^ equal to 4 feet equal to 6 feet equal to 8 feet 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL Q v, 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 27. Flame Spread Index: R302.9 12:12 16"O.C. 3 3 4 4 4-10d BOX r r� Framing lumber shall be DOUG-Fir Larch#2 or better,E=1,600,000 wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw -J v LL Min.Fb for dimensional lumber=850 psi. 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies based anchor with W O O P On center on Center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON Including but no limited to:Deck Framing,Posts,Headers,Girders&Ledgers. &attics shall have a flame spread index:5 25 2 inch embedment On Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS n Z len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM V r , z 8. ALL EXTERIOR LUMBER Shall be ACID requiring the following: Smoke-developed Index: R302.10 9 CONNECTION SHALL BE INCREASED AS FOLLOWS: STAGGERED ON OPPOSITE SIDES Q 1v� a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index 5 450 4-16d Box -No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL � � O or stainless steel. Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies HEEL JOINT AJDUSTMENT FACTOR 3-16d COMMON b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches .12 inches 9 inches H C/ H r c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR EACH END, TOENAIL W U 1- shall be Hot-Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 2-8d COMMON(2-1/2/") 1 /4 1.33 r WOD STRUCTURAL PANELS,SUBFLOOR, 29, SOLAR REEDY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 9. All Engineered Wood Products such as"Trus Joists,Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING installed in accordance with the manufacturers latest installation details, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 z ground access areas. panels shall not be located less than 18"from a valley Framing connectors,Allowable Hale diagrams,specifications,etc. DESCRIPTION OF SPACING OF FASTENERS "Micro-Lam"Design Stress: E=1.9, Fb=2,600 psi,Fv=285 psi b.Fasteners shall be installed at opposing ends of the wood structural panel. NUMBER AND TYP O -1- BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING "Parallam PSL"Design Stress: E=2.0,Fb=2,900 psi,Fv=290 psi A permanent certificate indicating the"solar-ready zone"and other requirements Of Fasteners shall be located a minimum of 1 inch from the edge of the panel. OF FASTENER PANEL EDGES LIJ (- TABLE 802.11 SUPPORTS GABLE END WALL FRAMING (n "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi this section shall be posted near the electrical panel or water heater by the builder. f- V - C c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) Ill C q The main electrical panel shall have reserved space for a dual pole circuit breaker 9 30 3/8"-1/2" 8d COMMON ROOF 6" SEE NOTE A 6" Z W � O 10. 9'310.2 EMERGENCY ESCAPE AND RESCUE:Required in BASEMENTS, not less than 2 inches into the building frame. Fasteners shall be located not less than (ROOF) J z z J each sleeping rooms in basement,habitable attics, and every sleeping room for future solar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF shall have at least ONE operable emergency escape opening as follows: SPACING SPAN EXPOSURE C 31 19/32"_1„ sd COMMON 6" SEE NOTE A 6" 0 J Z Q � Sill height of not more than 44 inches above finished floor. d.Where screws are attached to masonry or masonry/stucco,they shall be attached ) ULTIMATE WIND SPEED �^ W Q Q (-1 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 (FEET) �/ A. Minimum net clear opening of 5.7 square feet. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. 32 1-1/8"-1-1/4" 10d COMMON NAILS 6" 12" V 11.1 � Except grade floor openings shall have a minimum net clear 130 140 1. NEW Construction/Additions It opening of 5 square feet. 3 / o s&A erations: Exterior glazing in buildings located in Wood-Rome debris regions shall ROOF PITCH ROOF PITCH („� W I- = � B. Minimum net clear opening height shall be 24 inches. It Shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. 1!2"STRUCTURAL CELLULOSIC z C C. Minimum net clear opening width shall be 20". in detail the design, calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 .: <5:1212:512 <512 2!5:12 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" (n W LL Q D. emergency escape and rescue openings shall be operational air conditioning,ventilation.heatingsystems new,existingor upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 J y ( B ) Garage g opening p 214 201 263 247 34 FIB STRUCTURAL CELT ULOSIC 1-314^GALV.ROOFING NAIL from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. ge door lazed o enin protection for wind borne debris shall meet 16"O.C. 12 FIBERBOARD SHEATHING 7" 7" WHERE Basement contain more than one or more sleeping rooms, ANSUDASMA 115. Areas within hurricane prone regions: an emergency escape opening shall be provided for EACH sleeping room, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open directly to the outside wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" (2). In areas where the ultimate wind design speed is 140 MPH or greater, 16"O.C. 24 340 318 422 396 EXCEPTION: Grade floor or BELOW grade floor openings shalt have EXTERIOR WALL WOOD STRUCTURAL PANELS a net clear opening of not less than 5 square feet. " _�^ A. EXCEPTION: 16"O.C. 28 348 358 476 446 TABLE R602.3 3 6 DIAMETER ( Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span TO RESIST WIND PRESSURES ( ) 11. STAIR HANDRAIL:R311.7.8 Provide Handrail on at least one side of each of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 continuous run of treads or flight with FOUR OR MORE RISERS. ,;,; u cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN.WOOD WALL NAIL SPACING 16"O.C. 36 469 438 538 547 MIN WOOD Handrail Height measured above stair tread nosing,shall not be less than ONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 34 inches and not more than 38inches. All Handrails shall be continuous -y " " ^ Attachments shall be provided in accordance with the table as follows: 1 , "11', 111 , IV", OR THICKNESS SPACING EDGES FIELD the full length of the stair from a point directly above the top riser of a flight '" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING C0 W to a point directly above the lowest riser of the flight.Handrails adjacent to r' ' s 16"O.C. 48 599 559 745 697 6d COMMON NAIL a wall shall have a space of not be Bess than 1-1/2 inches between the wall t:. REFLECTIVE RED 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" O (2.5"X 0113") f V and the handrail.see code for exceptions.Refer to Code for grip size specifications. fi PANTONE#187 �j Z yi 8d COMMON NAIL f� 12. GUARDS:8312 Porches,balconies or raised floor surfaces located more than 30" .i (2.5"x 0131") 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" Q above the floor or grade below shall have a railing not less than 36 inches :` DESIGN CRITERIA TABLE 507.9.1.3(1) m in height. [Railings shall have Top rails and Balusters and Bottom rails that are LLI NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed REFLECTIVE "'''• DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 O J by the riser,tread and bottom rail of the guard rail at the open side of a stairway,: WHITE FIELD s`/ Wind speed: 130 V a are permitted to be of such a size that a 6 inch sphere cannot pass through. ,d JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS V No of stories: 2 CONNECTION GYPSUM BOARD O (n Open sides of stairs with a total rise of more than 30 inches above the floor or: APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS grade below shall have guards not less than 34 inches in height measured �� 7/16° min. structural plywood Mean Roof Ht: 30 ft DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS FRAMING SPACING NAILS SCREWS To WOOD FRAMING vertically from the nosing of the treads. ROOF itch: per Ian 1/2"DIA.LAG SCREW 30" 23" 18" 15" Panel, Attached to P P p &1/2"MAX.SHEATHING CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the tap of the sill of an operable window DESIGNATION FOR STRUCTURAL 1/2" Frame in accordance BldgLength 1/2 COMPONENTS THAT OF 9 per plan WALL EITHER DIRECTION 16"O.C. $" 16" opening is located LESS than 24 inches above the finished floor and GREATER STROKE 1/2"DIA.THRU BOLT „ than 72 inches above the finished grade or other surface below on the exterior TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" „ CEILING EITHER DIRECTION 16"O.C. 7' 12 ' &1/2 MAX.SHEATHING 5/8 6d COOLER NAILS of the building,the window must be provided with a window opening control device bid aspect ratio: 3:1 WALL EITHER DIRECTION 16"O.C. 7" 12" that compiles with 9'312.2.2 Window Opening Control Devices. F" FLOOR FRAMING INCLUDING Of the residential Code g p `./ GIRDERS AND BEAMS Of New York State Nailing Sched: Table R602.3(1) 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR r 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in " " „ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6„ ESCREWS S DRYWALL SCREWS. v g R ROOF FRAMING 1/2"DIA.LAG SCREW 5/8 BENEATH SCREWS SHALL COMPLY WITH accordance with R302.11 thru R302.11.2 and Draftstopping shall be &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 installed per R302.12 thru R302.12.1 "FR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. Fireblockin�g materials 9'302.11.1 shall be as follows: UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING 24" 21" 19" 1. Two-inch nominal lumber Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for W � N 2. 1/2"gypsum board TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) t` with the 10 foot horizontal firebtocking in walls constructed using parallel ,, \ P••I r••i rows of studs or staggered studs. v �"-' 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Applicant shall provide engineered wood placard w o UL 263,for the specific applications on or adjacent to electrical meter box for field inspection. v ,--� Residential structures with Truss PLYWOOD STORM PANEL E"� E"+ �� o type construction, HCd TABLE 9'401.4.1 PRESUMPTIVE LOAD-BEARING VALUES Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL OF FOUNDATION MATERIALS for new dwelling arid/or any addition,alteration a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel c O CLASS OF(MATERIAL LOAD-BEARING PRESSURE shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. '4 >~ O Crystalline bedrock 12,000 psf of the structure for field inspection �/ c� Sedimentary and foliated rock 4,000 psf M Sandy gravel and/or gravel(GW and GP) 3,000 psf �R�D q,'�G,y PI � O M Sand,silty sand,clayey sand,Silty gravel and clayey graver CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) �`o��`�� H'���y 0, U (SW,SP,SM,SC,GM and GC) 2,000 psf O Clay,sandy clay,silty clay,clayey silt,silt and sandy silt (CL,ML,MH and CH) 1,500 psf WIND DESIGN Q SUBJECT TO DAMAGE FROM a.When soil tests are required by Section R401.4, GROUND SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN the allowable bearing capacities of the soil shall be part of the recommendations. SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD SNO\^c' WIND DESIGN WEATHERING LINE TERMITE FREEZING ANNUAL (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD LOAD REGION CATAGORY INDEX TEMP DEPTH b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf ZONE T 01 solo are likely to Ibe present at the site, the allowable bearing capacity shall be P M determined by a soils investigation. 20 LBS 130 NO NO NO g SEVERE 3'-0" O HEAVY E 11 YES NO 1500 or less 52.1 SOF N M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS P. Basic wind speed for risk catagory 11 from ASCE 7-16 Figure 26.5-1B O Outside Elevation Extent of header(two braced wall segments) C: : :. . Extent of header(one braced wall segment) I: TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED c= (DCL X U • • • • fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING . . 0 0 Min.3"x 11-1/4"net header Header / 6-16d sinker nails •s •_ _ _ _ _ - - _ _ METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM FULL HEIGHT BLOCKING • • • • OR END JOIST CONTINUOUS ALONG LENGTH • shall occur at top of wall • • •�- -�- - � - -' -•� - t - -•�• PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG . . • . . . fasten top plate to header with � ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL Header shall be Top plate continuity Is two rows of 16d sinker nails @ 3"o.c. • •t 1.1 lot I. PER TABLE R602.3(1)OR R602.3(2) VARIES BY FASTENERS fastened to the required per R602.3.2 � king stud with Braced wall line C 2-16d NAILS EACH SIDE 6-16d sinker nails continuously sheated 7 •I I I (• Minimum 40001b header-to-jack-stud L Z X Fasten sheathing to header with 8d common nails in 3 in.grid with 1/2"wood 1 METHOD CS-WSP: strap on both side of opening19 AS PER TABLE R602.3 3 pattern as shown and 3 in.o.c.in all framing(studs and sills) •I I'I O structural panels EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG = � opposite side of sheathing ♦n •1 I•I WITH 8d COMMON NAILS 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS - o, v • BRACED WALL PANEL 8d @ 6"O.C.ALONG m c Minimum 40001b header-to-jack-stud strap Cr (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER a, BRACED WALL PANEL 8 Cc on both side of opening opposite side of (� •1 AT 6"O.C.ON EDGE AND 12" O.C. sheathing Panel splice edges shall occur over • I• o r _ and be nailed to common blocking (�1 IN FIELD BRACED WALL PANEL 0' Min.Double 2x4 framing covered with minimum within the middle 24"of the ortal-- ^ v • BRACED WALL PANEL BRACED WALL PANEL x a� 9 p V, I. BRACED WALL PANEL BRACED WALL PANEL f0 = 1/2"thick wood structural panel sheathing leg height. One row of 3"o.c.nailing l` I.1 BRACED WALL PANEL INTERIOR FINISH: cc with 8d common nails @ 3"o.c.in all framing is required in each panel edge. 2 I SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG `� (studs,blocking,I 3-16d 16"OC ALONG , g,and sills)typical if needed O (� I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG °� W •� W I'I I•I BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH WITH TABLE R702.3.5 OR BRACED WALL PANEL 2'to 18'_(finished width)-.. • Min Double 2x4 s Q BRACED WALL PANEL BLOCKING MEMEBER _ Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural � _ •I I•I t I I• TABLE R602.3(1)FOR EXTERIOR WALL ' per Table R602.10.5 Op J ; J� SHEATHING S RIM OR panel sheathing . CONTINUOU -J := Ti- '-'= -"' - _ a: Min double 2 x post Pl - CONTINUOUS RIM OR P ... . N OVER AND BE FASTENED TO COMMON STUDS. ( ) 1 END JOIST No.of jack studs per (V > I• VERTICAL JOINTS IN PANELS SHALL OCCUR CEND JOIST i 1 P ;l ;I I.1 I I Min.(2)2x4 typ; t Table R602.7 1&2 7. ,I I•I I t I• HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE Min.(2)1/2"Diameter anchors O installed per section R403.1.6 •1 , , N I•I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer y AND BE FASTENED TO 1-1/2"x 5-1/2" T- •I SPACING I'1 1•t I. FULL HEIGHT BLOCKING _ THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING �_ M NAILING 1.1 CONTINUOUS ALONG LENGTH 1 1' AGAINST THE OUTSIDE SHEATHING OF BRACED WALL PANEL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING (0 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"O.C.ALONG •I I.1 i•1 1• BRACED WALL PANEL 2 X BOTTOM PLATE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION- FIGURE R602.10.6.4 •1 1•1 I•I I• NAILING EDGE FIGURE R602.10.8(1) Attach Sheathing to, .1 I t I t r SPACING -6 FIGURE R602.10.8(2) Band or Rim joist" BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials tojostnail 1perlat BAttach and or joist Sheathing wl nil sotlepeplate •u.I •_• I�_ . _•I _; EXT.SHEATH'Gto PANEL JOINT PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an Sub-Floor nailing sched. 8D common niats " rtailing sched. FRAMING FRAMING Bottom at and =. .: .-. P Rim Joist Rim Joist Bottom `• �/"per Plans FASTENING REQUIREMENTS FOR . . . . nchor Bolts and BRACED WALL PANEL AS PER Holdowns per plans TABLE R602.3•(3) - METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION -FIGURE R602.10.6.4 z w CEILING OR FLOOR JOIST 0 DIRECTION Simpson - 1-1/4" galy. x 20 gage -� ENDWALL-► ENDWALL H2A Stud Connector o Rafter Were the distance is SIMPSON H2A coil strap with (5) 8d common N I between 9-1/4"to 15-1/4" nails in each end at each rafter. _ FLOOR AND CEILING JOISTS at each Rafter. With DIMENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR /provide blocking @ „ (5) 8d x 1-112 nails in Rafter 4 Ft Perimeter PROVIDE STRUCTURAL RIDGES W A JOISTS-SEE PLANS strapping _ braced wall panels @ A at Openings N (2) 8d x 171/2',' nails in plate 4" o.c. Zone Panel Field Horizontally attached _ = . (5) 8d x 1-112" nails in Stud Nail spacing : Nailin -See Nailing SI pson L-50 on each side of raft z BLOCKING plywood sheathing TYPICAL shall have Solid Blocking - Schedule Dwg-1 AT 48"OC @ a Plywood Joints J �/ 2-BAYS 1N SIMPSON H2A W 0 Q BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter.With . 1-1/4" x 20 Gage Metal Coil ' 7 rafters attached to top (5)8d x 1-1/2"nails in Rafter Strap with (5)-8d common nails plate with 8d nails @ 6" o.c. (2)8d x 1-1/2" nails in plate in each end. catch ack.studs SECTION A-A along length of braced wall (5)8d x 1-1/2"nails in Stud ) Look Out Blocks Comer Holdowns Refer to plans panel. and window or door Header. ° Q END WALL BLOCKING DETAIL for locations iv Typical each side and ALL Less than Gable End Wall �"-- FOR FLOORA14D CEILING BRACING if required windows and doors. or Equal RIM JOIST BLOCKING BETWEEN RAFTERS r) BRACED WALL PANELS to 12" NTS 602.10.8.2 (1) RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping NTS BLOCKINGANDCONNECTIONSSHALLBEPROVIDEDATPANEL See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R602.3(1) A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING IN LIEU OF RIDGE STRAPS -R602.4.6 PER NAILING SCHEDULE. PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. G. N.T.S. Q Q LOCATED IN THE UPPER THIRD ^Z_ 4 ED HHE GAEN BLE END WALL.DIAPHRAGM BLOCKING IC FLOOR,CEILING JOIST OR HIP OIS OTF IS SREQUIIREDED TO ACE V OF THE RAFTERS WITH 8D NATHE ATTIC SPACE AND ILS EACH ENC) lO Q CONTINUOUS FLASHING EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE W PAST JOIST HANGER GREATER THAN DECK JOISTAND NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC O ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT Z-FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR 12" Min TIMBER TECH- t I TIMBER TECH- I t ,_RAILING POST, tip of lag screw shall fully extend beyond BEARING WALL "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER the inside face of the band joist. SIMPSON ABU POST OUTER THIRD COMPOSITE DECKING COMPOSITE DECKING GALV.DECK HANGER 4"TREATED POS - TO CONCRETE BRACKET OF SPAN ONLY ATTACHED PER ATTACHED PER SIDE COVER 2"MINIMUM NOTCH GREATER CLEAR SIMPSON LUS26 THAN 50 /o MANUF.SPECIFICATIO t t MANUF.SPECIFICATIO f t 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 0• o THRU BOLTED BOLTED TO SIMPSON LUS28 @ 2X10 2-1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF S I I JOIST W/ OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE CONNECTOR SCREW METAL TIE FASTENED ACROSS AND Use 1-1/4" Metal M 112"DIA.GALV BOLTS W/ --•�•= 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE _ T2-1/2"MIN. MIN. OCK WASHERS. • WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-STRENGTH NOTCH WITH 8-10D NAILS F�1CH SIDE N 2 X JOIST 0 EPDXY ANCHORING ADHESIVE FOR - �� - Coil Strap 20 Gage O SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD-OR USE: „ N Q MAX,. 0 2x RIM JOISTATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) _Z MECHANICAL ANCHORS;SIMPSON 12 Min (5) 8d common nails N Z 2"MIN. (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES D3 MAX. in EACH END at fA AND TWO WITHIN 24"OF EACH END OF DECK. Ix 2-1/2"DI R507.8.2 ' SIMPSON H2.5ATEA.JOIST .: 3�� OR M 14"DIA.CAST-IN-PLACE IPE 2"MIN. 6 MAX. 8d 6" I EACH Stud. m CONCRETE FOOTING,DOWN @ oc Along uu THRU BOLTS BLOCKING •;e.f FOOTINGS MUST U • .. SIMPSON DTT2Z W/(8)114"x 1-1/2"SDS SCREWS BEAR ON TO VIRGIN SOIL D3 MAX. Braced Wall Panel Q W/WASHERS OVER BEAM ; SIMPSON BC (MIN 36"BELOW GRADE) (� BETWEEN EACH POST GIRDER •: ,• ALLOWABLE LOAD PER TIE:1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS FIGURE R602.10.8(1) O to CONNECTOR e• NOT LESS THAN(2)LOCATIONS WITHIN 24" SOIL JOIST OF EACH END OF DECK: SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP AXIMUM OVERHANG 24" MIN THREAD 318"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS Cn PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION t� PORCHES & DECKS FIGURE R602.6.1 R502.8 R507 EXTERIOR DECKS OR HEADER NTS TOP PLATE FRAMING TO NTS 4 DECK/ GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE X11.0 10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS h H 1-1/4" x 20 gage G-185 DECK STAIR 1-114"x 20 gage G-185 g g 1-1/4" x 20 gage G-185 SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap 507.9.1.3(1) STAGGERED Hot Dipped Galvanized Strap with (5)-8d common nails with (5)-8d common nails w ,s N 507.9.1.3(2) FASTENERS at each stud at each stud with (5)-8d common nails TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVER Strap may be attached OVER at each studthe a @ OO @ O 5.5"MIN FOR 2X8• Studs. OR directly to the plywood OR directly to Strap may be attached OVER GRADE o 6.5"MIN FOR 2X10 the plywood OR directly to W STUD BORED HOLE MAX. 5"MAXJJ the Studs. e' p U ,_i STUD 7.5"MIN FOR 2X12 BORED HOLE MAX. DIAMETER 60 /o O O O O N ra stra under sill O ° - Z a. r-+ DIAMETER 40% O 0 p p 10"x LENGTH OF STEP (PERCENT)OF STUD - ~� (�\ (PERCENT)OF DEPTH and attach to sill plates CAST-IN-PLACE FOOTING CQ �' •> M V STUD DEPTH ° � ° 3-16d @ 16" oc Along BLOCK SOLID UNDER BOTTOM RISER • W M O 2"MIN s' D 5!8"MIN. 5!8"MIN. 5/8"MIN !8"MIN. = „ BETWEEN JOISTS //�'��'� "(� 00 TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD LAG SCREW OR THRU-BOLT 3/4"MIN _ - ° ° Braced Wall Panel N ^ •" O i NOTCH MUST NOT NOTCH MUST NOT III-III .° <<a EXCEED 25% EXCEED 40% N lil-III N FIGURE R602.10.8(1) TYPICAL STAIR FOOTING DETAIL c w VEDA � 04 (PERCENT)OF (PERCENT)OF ICd I�III' ° ' STUD DEPTH STUD DEPTH ° L0` N BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD 5F -0 IF HOLE IS BETWEEN C 40%(PERCENT)AND NOT BE LOCATED IN �, BORED HOLES SHALL I THE SAME CROSS PER FIGURE R507.9.1.3(1) STRAPPINGQ� � Oa 60%(PERCENT)OF G CO NOT BE LOCATED IN OR NOT IN STUD UT Wra strap under sill THE SAME CROSS STUD DEPTH THEN Applies to Garage Wall and - _ .- P P I OR NOTCH IN STUD * _ , STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4TWO .5" =III=III and attach to sill plates SECTION OF THE D NO MORETHANSTUDS IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction 1=III-III ° - p OR NOTCH IN STUD SUCCESSIVE STUDS ' 1-1/4 METAL ARE DOUBLED SPACING IS REDUCED TO THAT OF ILII -' � °� STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST ' �'T 01 10 WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FQ gFiI1 A: FIGURE R602.6(1) FIGURE R602.6(2) 16 NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 1 S SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 20 FLOOR FRAMING STRAPPING WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM 6185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural Q a) insulated to top heathing R-50 Cover Box pushes e Rigid insulation 2X ceiling joists of second floor Sheet Metal Firestop up and out of the -� c thin profile structural glued together see Ian w/ MANUFACTURED LIGHT ENCLOSURE ceiling line Exterior Full Thick Insulation way for access - p p ATTIC INSULATION .� sheathing as draftstop and lay on pI d Batt Insul CEIING FRAMING Seal joint with CONTINUOUS BEAD Fill entire Cavity toCr Sheathing cola Insulation damsZ D .0. behind tub Tub attic hatch - R-val support Non-combustable sealant OF SEALANT subfloor Typical blocking Base plate prevent loose-fill :XT LYP equal to the Ceiling Double Frame Attic g UBFLOOR GLUED,CAULKED Sealed tom' Air Se I / insulation from m exterior insulatio re astern n access opening Continuous B� wall Sealant or /4" structural sheathing �o sT/Kinn c osuREIM floor � � ro �: Gasket falling through 1117=1 0 of Sealant or , i 22- adhesive as enclosure liner sealed SEALANT Sealant access adhesive2 at perimeter and seams. solid blocking �, SILL PLATE INSTALLED „ or rigid insulation ai OVER GASKER SILL 1 min Rigid Weatherstripping Seal stairs � Sealant Pre-Fab Fireplace sealed around Panel c Adhesi Casing Gyp. EXPANDING FOAM SEALANT "^ Insulation. Air z 1x2 Stop 1/2 G Wall :��\ CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges '-Pull-down frame a p Board RECESSED LIGHTING FIXTURE Sealed at perimeter g gap - Sealant 1/2" plywood DRYWALL CEILING specs for installation manual staircase with caulk , .- Sealant finish w/ soffit material or foam 0 0- attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing - _ .0 (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (- CANTILEVERED FLOORS „- PULL-DOWN STAIRCASE pRAFTSTOP& SEALANT AT m, INSULATION AND WEATHERSTRIPPING _11 c - -r_ E=XTERIOR WALL OF BATHTUB AIR SEAL DETAIL Cad PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ::,' .. -°'# o ATTIC HATCH DETAIL -` ,. , TO BAND JOISTS t.,. " This detail is for weatherstripping and draft sealing, NTS � ^ Battic Door Energy Conservation Products ', ;,,::, I , • _� . It is not to be used as a guide for fireplace installation. . 25x54 Attic Pull Down Stair Ladder Cover, - ;' a :':�, Q r- Refer to Manufacturer for installation manual. R-50 Insulation R-5tJ Attie Stair Cover V N ENERGY NOTES ,� ,� I'llr.,`t; _;.. < . �„ Eave baffle installed ,.a. ,F, . ' >. ',.` 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. ;, �, `,__tk„4,;, { ,;,,,.,. � ,, " ".. 1. All design &construction in compliance and built accordingly to the adjacent to soffit and cave . _ *-"., y �,, ,F , .._ :'-° .; ';,.,,..:..: :'>< "`,.as s „ .,,., �t 2020 Ener Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. j ' =a '✓" -" ,f", _, >' V :.. Energy vents. Baffle shall extend over ; ;:; .<�'. , „, ,; " " „ " approval b a third art �, tet, s::,.,, t; ,� HERS Rater using the Manual J S & D submitted at CO. H .p,. , °' The authors having jurisdiction shall be permitted to determine an PP Y party( ) 9 , -- `,"` '; A M authority 91 P g �r barrier and insulation n ><n ll >t n `•T, S -A ba a s o sta at o f ..., Table R402.4.1.1 he to of the attic n i energy efficient program to exceed the ever efficiency required b thi code. p �,x cs ,,< 9Y Y p 9 9Y YY « ; z , , '9,; ,. „ �. 9b. R403. . �. _; 3 3. (Mandatory) Duct testing Ducts shall be pressure tested to determine as per Cha ter 11 ' ."' a :. -, " k. y., g P P P TYP. ROOF CONST. � H�,. ,&,V-, �:.,.�y� ;, °` -. ;z All HVAC, Plumbing & Electricals stems shall meet the chapter 11 Ener air leakage by an approved third party(HERS Rater) using the R402.2.3 %,r, , ,t y;, " '», i , .', ,b' ", I TABLE R402.4.1.1 9 Y P 9Y „ „ ( _ ) - • ;' manual Manuals 1�1 f'n J & S D & submitted at CO. mechanical efficiency, NYS meths ca c e 2 2 energy n e f N code, 0 0 conservation construction cod o YS. •:� ,:,.,° �:� AIR BARRIER AND INSULATION INSTALLATION 9Y i, - ' 2XC : ° „ r ; J W/ INSULATION Lh5 /.YNY, , 3,.'- k,. s s- E ATR BARRIER CRiTERiAa INSULATION CRTTF,RTAa ;.',:r" '; ;F.; �; COM['ON NT 9c. R403.3.5: Buildin cavities shall not be used as ducts or ]cram. T Fascia/ AS PER DRAWINGS ; .• ,,.° ,,7' . . , 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9 P YP t,. , ; r `. . f; L :' - ` Soffits , ; °; , l" T. . ;... _ and posted on a wall in the space where the furnace is located H S RATER = , General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. P p a ,° _ , ,°s: -1 :°. ': ' , ,, , ''"°., `+w, ,, i=` 10. R403.4 Mandato Mechanical system - ,� .>' ':- rx " (Mandatory) m i in insulation carrying ,r ` Y piping rY 9 , requirements ;in the buildin envelope. Const. DW s oo � 9 g P g .-^- '0.. 3. R402.1.2 Buildingthermal Envelope: meet the requirements of N1102.1.1 - N1102.1,5 fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. t � ��„ (, f :Y, P q - a' `�i ;, 1 contains f r thermal envelope c nta ns a "t:' lExterio t e ': SEA r LANT . ;°, P g I-': Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. b Component. ra° , Y P P.. �, ',.i' continuous air barrier. 11. R403.3.5 Building Cavities Mandato s°�', ' °"' ( ) 9 (Mandatory) ,_ {,.:. .fid. r'` . , , ,I, r� . : ' . ; T'. . ;'; T . Exterior wall -4. Building framing cavities I . . ]Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 g ca sties shall not be used as ducts or plenum. Yp 4 :, ;:,.r. '•-''", .i,i,_,"",:, - - `11 , See Const. Dw o. s ';., - " � -A sealed. sections N1102.2 through N1102.2.13 g ` °' ' 03.5.1 (R403.5.1)Heated water circulation and temperature maintenance systems(Mandatory) 11":,4 t`' ` ° �F*; ,, Cavi insulation All cavities in the thermal envelope shall be filled with insulation.The _ Heated water circulation 5 stems sh II be in r 11 p 5. Installation the coin onents of the building thermal envelope shall be installed in y a acco dance with Section N1103.5.1.1. :.� , ;,� .- ,_ g` ' 1 ;1' ,,� , .. installation density of the insulation shall be at the manufacturers product Heat trace temperature , ', `,.'. s :, t ac maintenance systems shall be in accordance with Section N1103.5.1.2. p accordance with the criteria listed in table 402.4.1.2 or required by code official, .,': ,a „t. :,; p; ,,,,, . 3 :. . : recommendation and said density shall be maintained for all volume of or an a roved third art using manual "J" "S"&"D". Automatic controls,temperature sensors and pumps shall be accessible. •',,, : '.. "" ,., i ., 11 1 PP party 9 , w.. ,. . �,.., °., , J each cavity. Batt type insulation will show no voids or gaps and ,r., ,. YP g P Manual controls shall be readily accessible. ,, ; a'. y. ®, i $ i,l ; maintain n vI .1I 11 O a even density for the entire cavity. insulation shall beI'll .�,:,.,,• ���"'- �x.' . tY Y 6. R402.4.Air Leaks e: Mandato Air leaks a in accordance with sections N1102.4 '° 9 (Mandatory) 9 i installed in the r inn h ..t^ recommended cavity depth. Whet obstruction n `' �~ `" ` '' y p e an o r i 13• N1103.6 R403.6 Mechanical ventilation Mandato " through N1102.4.5 ( ) ( ry). RAFTER SEALING ATATTIC EAVE °: ��-� -"F��=-��- � � - '--'•�- -y- =�-=µ• ,<,....°� ..�: �. �, ._,. the cavity due to services,blocking,bracing or other obstruction The building shall be provided with ventilation that compiles with the requirements of f_ I I � I I " o 1, I exists, - exists,the batt product will be cut to fit the remaining depth of the Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and - EXTERIOR WALL AIR BARRIER SEALING EXAMPLE cavity. Where the batt is cut around obstructions,loose fill insulation air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system . LJ W O shall be placed to fill any surface or concealed voids,and at the test results shall be signed by the party conducting the test. is not operating. Z manufacturers'specified density. Where faced batt is used,the Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _ Q installation tabs must be stapled to the face of the stud. There shall be N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy - INSULATION, R VALUE IN �-:ZZf ,_ • - < v V- no compression to the batt at the edges of the cavity due to inset 7, R402.4.2: Fire laces; shall have ti ht fittin dam dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements „;�" P 9 9 P combustion air. Facto built fire laces shall be listed and labeled p g ACCORDANCE WITH - %,, w O O staplinginstallation tabs. Factory P of Table N1103.6.1. Exception:Where an air handler that is integral to tested and listed HVAC Rigid Foam or �_ ,,,,;,: ' ,�. according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blockin HERS REPORT ' .�. UI z Insulation that upon installation readily conforms to available space g g powered by an electronically commutated motor. as backdam z : l'` shall be installed filling the entire cavity and within the manufacturers' TYP. ROOF CONST. >F ' Q U density recommendation. 8. R403; Systems: N 1103.1.1 (Mandatory)programmable thermostats shall be 11 1+ "-r '`; _ [- provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7)Equipment sizing and efficiency rating (Mandatory) - ";""' .1 Heatin and cooling a ui ment shall be sized in accordance with Roof underlayment ;.: O Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 9 q P 2 X CJ W/ INSULATION �' sealed to drip edg :;.;:�::�:c;•; , _ m U �'- ceiling/soffit shall be aligned with the air barrier. shall be max 70 F heatingand 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA •ti:.: -. `' �= 1111 9 ....".. -::r AS PER DRAWINGS - " - I ,._: insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ;;;:;;';; :v sealed. 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value New or replacement heating and cooling equipment shall have an efficiency �'::• OR HERS RATER a�n�rr�tac�aors�iai s ^ : I r; I _;_ ratin a ual to or rester than the minimum re •:r'' of not less than R-8 for ducts 3 inches in diameter and larger and not less g q 9 quired by federal law for the Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies maybe compressed at ;,, '4; ,> ;..: ' Nall doors to unconditioned attics aces exterior 1 than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see �� y .-. . ,. . p e wall hues to allow for required attic ventilation. PP y Const. Dw s SEALANT I f ,�,A, , shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches 9 ,fl 15. N1104.1 R404,1 Lighting equipment Mandato non-vented % '-�% >:': F F in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. ( ) 9 9 (Mandatory) ' 71At,,,: mv,W?vZ za .«';a .39a1+�''':{.J a ;,<„+. ^tel i Not less than 90 ercent of the ermanentl installed li htin fixtures shalt % �t � isit,= ; ,�� ,,; 'nr, s <:v: `' '>,"- ;'t : (�nn Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shat,he insulated - p P Y 9 9 1 V contain only high-efficacy lam s. "`h ; '#'�"I I ' "' plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal _ Y 9 Y P .., ,.rx.,... „ `z.::;;,.„;�,; ;,;`',;, r ,1.,, 1.0 late and to of exterior walls shall be resistance of R-3 per inch minimum. T p. Exterior wall .,/ ',:F;-~; ,`,.,, '.' PP P P Y � ' - ,`.:" ;;r See Const. w s11 I' ;;;., T; ::a J J sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for trained walls shall be C t D g installed in substantial contact and continuous alignment with the air " ` barrier. IJ.J Windows,skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) - OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION Of iO shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN EMPERATURE TEMPERATURE Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP - COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of sub floor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75',(dti 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the I 71 topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY I of floor framing and extend from the bottom to the to of all APPROVED WINDOW 11 g p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. - 30% ° DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 9 15 7.5 71.5 M 45-55/° M shall be covered with a Class I,black permanently attached to the crawlspace walls. N W FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2 1 vapor retarder with overlapping joints O O H taped. - . 11 N O Shafts,penetrations Duct shafts,utility penetrations,and flue - - TABLE M1505.4,3(2) - - - - - N Z WINDOW � Q shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa•b m 11, unconditioned space shall be sealed. RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN BC UNITS 4"SPHERE CANNOT APPROVED WINDOW 0 J AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% ) PASS THROUGH FALL PREVENTION V U SEGMENT I DEVICE CONFORM TO Narrow cavities Batts in narrow cavities shall be cut to fit and installed to + FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct densis without an voids or gaps or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR Y Y € P Factor 4 3 2 1.5 1.3 •© R312.2 WINDOW FALL PROTECTION DIAGRAMS compression,or narrow cavities shall be filled by HEIGHTABOVE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS- MECHANICAL EXHAUST CAPACITY OF 50 CFM FINISHED GRADE a.For ver:tilation system tun time values between those Iver,the factors are ermined to be TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. Y P BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED 00V GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE M� b.Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: `/ Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal M-0 envelope shall be sealed to the drywall. envelope shall be air tight and 1C rated. _" TABLE M1505.4.3(1) 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW MTI Plumbing and Batt insulation shall be cut neat] to fit around wiring and CONTINUOUS WHOLE-HOUSE MECHANICAL VE, A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING h+�l g y g VENTILATION SYSTEM AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. R312.2.2 WINDOW OPENING CONTROL DEVICES: wiringplumbing in exterior walls.There shall be no voids or WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH P g REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION w � N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. installation readily conforms to available space shall 'NUMBER OF BEDROOMS ENERGY COMPLIANCE STATEMENT: TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO Cd 6_ extend behind piping and wiring. DWELLING U;xr1T TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 3. OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE �•� FLOOR AREA 0-1 2--3 4-5 6--7 >7 JUDGEMENT THESE PLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 � U M � Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be00� W p exterior wall showers and tubs shall separate them front the showers and insulated. (square"feet) COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. W U U tubs. Alrflow in CFM N1101.14 (R401.3) Certificate (Mandatory) F( E"� � H � � Electrical/phone The air barrier shall be installed behind electrical or <1,500 30 45 60 .75 90 r, box on exterior wall communication boxes or air sealed boxes shall be installed. kn C13 __-� -- �� A permanent certificate shall be completed by the builder or other approved party and posted on a wall W U •v I o HVAC register HVAC register boots that penetrate building thermal 1,501 -3,000 45 60 75 �0 105 in the space where the furnace is located, a utility room or an approved location inside the building. ,, r O '�' �^ I Where located on an electrical the certificate shall not cover or obstruct the visibility of the circuit x b N boots envelope shall be sealed to the subfloor or drywall. li i,. ; . .�, "' Caulk and seat panel, Y �Rl~Ct,qRC C � O C$ M U Concealed When required to be sealed,concealed fires sprinklers shall '3,001 -4,500 60 75 90 105 120 it i \ rough opening directory label, service disconnect label or other required labels. The certificate shall indicate the03 q P '�� predominant R-values of insulation installed in or on ceilings, roofs, walls foundation components ���' SRT J Hr -.O-, `�' sprinklers only be sealed in a manner that is recommended by the s ` P. I- p g p G,Q manufacturer. Caulkingor other adhesive sealants shall not 4 501 -6;000 75 90 105 120 135 ' ; ``< � " CU p� �.� p i *w � such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; Q cn O be used to fill voids between fire sprinkler cover plates and `ii U-factors of fenestration and the solar heat sin coefficient SHGC of fenestration, and the results ` I 6,001 --7,500 90 105 120 135 150 „ - '_ g ( ) walls or ceilings. ' m� y q y g p g g performed on the building. l from an required ducts stem and building envelope air leakage testing " ` I I'll 11 Where there is more than one value for each component, the certificate shall indicate the value `.� IC = insulation contact. >7,500 105 "120 135 150 165 �+ a In addition, inspection of to walls shall be in accordance with the provisions of ICC-400. _ 2 3 .` .. ` covering the largest area. The certificate shall indicate the types and efficiencies of heating, `"��, 019riA P g p Far S1:1 square font-0.0929 m2, tabic foot per minute=0.0004719 rs. 1 1 �`"- cooling and service water heatingequipment. Where a as-fired unvented room heater, 9, ;FoF ��� Rigid insolation weathe"trip door electric furnace, or baseboard electric heater is installed in the residence, the certificate shall 3 (recommended) opening and �� �� �� �� �� �� MinimumR-5 threshold indicate gas-fired unvented room heater, electric furnace or baseboard electric heater, Wall Access panel as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, Weatherstripping and insulation electric furnaces and electric baseboard heaters. 9 Detail _"7777 ir 65-0" 7_= 47'-7" 17'-5" 8'-81/2" 8'-8Y2" X 01 C 12"SQ OR 14"ROUND DECK FOOTING PER TABLE R507.3.1 FOR DECKS SEE DETAIL ON DWG-2 24X16 SLIDER Cr ------------------------------------- 00, ----------------------------- - - - - - - - - - - - - - - - - - - - -------- .".2-2x8 P.T.GIRDER 2-2x8 RT GIRDER 4D W .0 led --- 0 110 - 6'-9- 6'-9" 6-9 6'-9" 8. 00 LADDER&STEPS R310.2.3.1 29'-0" co BILCO OUTSIDE A ph BASEMENT ENTRANCE @ WINDOW WELLS WITH A VERTICAL Provide 8"concrete walls and 16"x8" 04 DEPTH GREATER THAN 44 INCHES Ln footing to virgin soil,Wood Stair 0 SHALL BE EQUIPPED WITH PERMANENTLY 0) and Bilco doors system installed AFFIXED LADDER OR STEPS USABLE 0 as per manufacturers requirements. 9 04 of ;r WITH THE WINDOW IN THE FULL OPEN - 0 concrete dimensions for bilco shall 0 POSITION. RUNGS SHALL HAVE AN W be verified infield by Contractor TYP EXT.WALL _J INSIDE WIDTH OF AT LEAST 12 INCHES LL CY) prior to pouring. 00 bulkhead enclosures shall conform,, SHALL PROJECT AT LEAST 3 INCHES FROM THE WALL AND SHALL BE SPACED Ln CS to the Emergency escape and rescue NOT MORE THAN 18 INCHES ON-CENTER 0 openings per R301.1 VERTICALLY FOR THE FULL HEIGHT OF SILL PLATE doors as per R310.3-R310.61 THE WINDOW WELL. 8'-0Y2" V-01/2", R311.3 landings&Stairways R311.7 S Cl) TYR DECK LEDGER W SEE DET. ON DWG 2 of > ------------------------------------------------------- -------------------------- ------- I -, I TYPICAL BOLT -R403.1.6 > ------- -------------------------- ------------- -----------; 1 (3)1-3/4"xl 1-7/8"tVL 11 z E0, T ------------J-------L------------- MAXIMUM SPACING: 1/2"@ 72"O.C. I------------------- --- ------------- ------------------------ ---------------- ------- EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST 0 8"X 16"CONCRETE PIERS ONE BOLT' 12"MAXAND 3-1/2"MIN OFF TWO SPACED EQUALLY ENDS OF PLATES. _J INSUL/W WINDOW WELL R310.2.3 0) E 1-8- 8- TYR CONC.FOUNDATION HORIZONTAL AREA SHALL BE it 11 111 , - 0 UNFIN. BASEMENT MIN 9'-0"SQ FT.WITH A 0 CO HORIZONTAL DIMENSION I I 0) AS PER SECTION R506. OF MIN 3'-0"TO ALLOW FOR 0 4" CAST-IN-PLACE CONCRETE 11 EMERGENCY ESCAPE AND SLAB W/6 MIL VAPOR BARRIER zo RESCUE. COVER PLACED LL : : 0 ANCHOR BOLT DETAIL W OVER OPENING PER R310.4 0 -------------------- % z 0 0 0 7'-4"0 SCALE: 1/2"= V-0" R302.13 FIRE PROTECTION OF FLOORS: 8- 0 S PROVIDE 1/2"GYPSUM BOARD ON ENTIRE LL F 0 _J LL CEILINGABOVE BASEMENT ATTACHED Ln 0 ;0 0 N U): op TO THE UNDERSIDE OF THE JOISTS.OR iz: C? 0 to TYPICAL INT FOOTING/COL t _, AS PER EXCEPTION#3-SEE DETAILS PAGE 8 zo zo W zo ;0 DIRECT VENT HEATING SYSTEM . ;< 7 30"x 30"x 12"THICK 0 It 0 1., 1 0 IN (D Z C1) CAST-IN-PLACE CONCRETE -s-r-- C? U_ FOOTING&3-1/2"DIA STEEL W/RESIDENTIAL,ENERGY ............................................................ INSTALL IN COMPLIANCE COLUMN TYP EXT.WALL 40'-9" &MECHANICAL CODE Ill 00 0 BARS,GRILLES,COVERS R310.4 -I : - 81-2" 8'-2" 00 0 BARS,GRILLES,GRATES OR SIMILAR 8". k2' 8'-2- 81-0" 274" 1 8' 1 MAINTAIN REQUIRED SEPARATION I DEVICES ARE PERMITTED TO BE PLACED DISTANCE FROM ALL HEAT TYR FLOOR CONST GAS OVER EMERGENCY ESCAPE AND RESCUE FURNACE PRODUCING EQUIPMENT TO 8. COMBUSTIBLE MATERIAL PER -0. OPENINGS PROVIDED AS FOLLOWS:NET V-6 9/�32" 1 ;0 CLEAR OPENING SIZE COMPLYING 01 MANUFACTURER'S SPECIFICATIONS I CD E to - C Lu AND LATEST MECHANICAL CODE. (2)2x6 P.T.SILL PLATE W/MIN. 0 0 0.� WITH R31 0.1.1 TO R310.2.3 AND SHALL Beam P)cket(typ) T zr BE RELEASABLE OR REMOVABLE J TYPICAL ANCHOR BOLT -R403.1.6 00):E - - 0 shim as re q'd --- ---- (DO) a) a) CC 2 0 CL_JrD FROM THE INSIDE WITHOUT THE USE (3)1-3/4'x11-718"LVI_ (3)1-3/4"x11-7/8" VENTING OF EQUIPMENT .S zz 9 I -,_ ------ --- ------------ MAXIMUM SPACING:1/2"@ 72"O.C. r- U)"a 0 OF A KEY,TOOL,SPECIAL KNOWLEDGE ----- ----------- --L------J----------------1--_ -------------- L 0 0) C W ------------- 4 •- ---------- EMBEDMENT OF 7"WITH NUT T&WASHER. OR FORCE GREATER THAN THAT REQUIRED ------- ------------r-- ------------------ - --------- I W -- ---------------- -------------- ------IL tf Coll 00 INSTALL IN COMPLIANCE WITH 2 BOLTS PER PLATE AND HOLD AT LEAST 0 [2.s I-E 0 ------------------------ ---------------------------------------- CHAPTERS 24 FUEL GAS, a i t 0, 0 uar r, M ONE BOLT-12"MAXAND 3-1/2"MIN OFF 2 t 5 FOR THE NORMAL OPERATION OF THE S;t ESCAPE AND RESCUE OPENING. ENDS OF PLATES. 2-S�c OZ 8_o m SHIELD&SILL SEALER TYR 2 '0 02 t- _0_0.2 0 0 (D E -- r.- '2 w. o >.0 :3•cL-r--- 0 M CT 0 C 3: 2X4 FRAME AROUND V a) 0 -itl TYR CONC.FOUNDATION' .0- c'E 3.1 8 0) BILCO 01- R to -6 o 800 0.H6 .a DROP TOP OF CONCRETE I SCAPWELL STAIRCASE FROM FLOOR (71) -P VIE . TO CEILING. TREATED SHOE 0 U) 'm Z, AS REQUIRED FOR PLATE AND GYP.WALL BD cr m rw cr-a a)-a E SWING DOOR,SEE PLAN _-r t5 CT INSIDE FACE OF WALL MIN. (n Ln FOR SIZE J ANCHOR BOLT DETAIL ATTACH RAILINGS.HANDRAILS -1 (n 0 to 0 Ott W (n oz ,P E 2 a) 0 0. U) 34"-38"ABOVE NOSING. Ln 2 Ln C U cc 6:3 r() to OS2 b SCALE: 1/2"= V-0" U.J U) % il LL C0 _J ED 0 (n 0 co < W C (D 0 0 -------- 0 0 CD = -0 M 8 8:5 E2 LL C\1 0 (n a) r- a CU a) R302.7 UNDER-STAIR PROTECTION 0 0 C14 r a) w LL LL ca 46 OR _J ENCLOSED SPACE UNDER STAIRS THAT 01 0 01 ANCHOR BOLTS F 0 CT F co E CL 0 04 0 I:F Fn IS ACCESSED BY A DOOR OR ACCESS ---- _J C14 IN EACH CS-PORTAL 0 8 FRAME WALLABOVE PANEL SHALL HAVE WALLS,UNDER-STAIR 0 41 _J C-4 CS UNEXCAVATED SURFACE AND ANY SOFFITS PROTECTED c� U_ U_. 1 CN SECTION-SEE ON THE ENCLOSED SIDE WITH T-0" 04 TYPICAL GARAGE SLAB DETAIL 3 ON FIG 2 C� F- 1/2-INCH GYPSUM BOARD. SMOKE 4" CAST-IN-PLACE SLAB SO ALARM W/6X6 W4.0 X W4.0 WWM PITCH SLAB-1/4"FT TO PLUMBING NOTE: GARAGE DOORS ALARM ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH W CY) Cl) ------- --------- ------------------------- --------- --------------r--------------------_---------- ----------------- --- C14 ,, II I - PART VII OF THE IRC&NYS UNIFORM C) CODE SUPPLEMENT C14 0 00, -------------------------------------- �A z ----------PORCH SCAB C/) C\F DROP TOP OF CONCRETE------t- zo ELECTRICAL NOTE: W 6 < LEDGE W AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT W ;0 ;0 EXTERIOR PATIO SLAB GARAGE DOOR,SEE PLAN AND WIRING SHALL BE INSTALLED U) W 9 FOR GARAGE DOOR SIZE _J IN ACCORDANCE WITH PART Vill OF > < 6"4000 PSI CAST-IN-PLACE SLAB THE IRC. A MINIMUM OF 75%PF W W/6X6 w1.4/w1.4 WELDED WIRE MESH 10-4" 14'-6" 22'-4" PERMANENTLY INSTALLED FIXTURES 0 IX U) ON GRANULAR COMPACTED FILL. PITCH SLAB AWAY TO DRAIN MUST HAVE HIGH-EFFICACY LAMPS. ------------------------- 00 MECHANICAL NOTE: # THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH PART V&VI OF THE IRC. ALL MECHANICAL SIZING PER ACCA Cheek Walls or Concrete MANUAL"S"BASED ON LOADS CALCULATED PER ACCA MANUAL"J" stoop DUCT COMPLIANCE WITH MANUAL And steps above ED R303.4 MECHANICAL VENTILATION. r)A ---------------- Cl) --------------------------------------- DWELLING UNIT SHALL BE PROVIDED WITH WHOLE HOUSE MECHANICAL Nil ---------- -------------------------------------------------------------- VENTILATION IN ACCORDANCE WITH SECTION M1507.3 +J Cr1 (2)ANCHOR BOLTS M IN EACH CS-PORTAL FRAMEWALLABOVE 15-10" 10'-4" 15'-2" 23'-8" SECTION-SEE 10 0 DETAIL 3 ON FIG 2 66-0" kf) > en @) 0 00 TYPICAL FOUNDATION 8'-0" HIGH 8'-0" FOUNDATION WALL HEIGHT IN ACCORDANCE WITH CHAPTER 4 TYPICAL BOLT -R403.1.6 'ED ARC Cd TABLE R404.1.2(8): MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH i /if TO 44 8" CAST-IN-PLACE WALL WITH FOUNDATION PLAN NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ` G�,�yN��� / V HORIZONTAL REBAR PER TABLE SCALE: 1/4" V-0" ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. R404.1.2(1) - SEE DWG-1 NOTE #16. 1. Walls 24 inches total length or shorter connecting offset braced wall 41' panels shall be anchored to the foundation with not fewer than one anchor bolt ON 16" x 8" CAST-IN-PLACE CONT WALL FOOTING, located in the center third of the plate section and shall be attached to adjacent �k braced wall panels at comers as shown in Item 9 of Table R602.3(l). (Fastening Schedule 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE 0 C"00, 113 SHIELD, EXTERIOR DAMP-PROOFING, ALL 2. Connection of walls 12 inches total length or shorter connecting OF N FOUNDATION FOOTINGS TO EXTEND TO offset braced wall panels to the foundation without anchor bolts shall be permitted. The wall shall be attached to adjacent braced wall panels at corners as shown in VIRGIN SOIL & BE FULL HEIGHT OR STEP Item 9 of Table R602.3(1). Fastening Schedule FOOTINGS 1V TO 2H . 9 L Co �4F ER. NSL16W�43, R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed -1� "A 777•777 7 draft openings (both vertical and horizontal) and to form an effective fire barrier A. z m _J k, between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations. 7- 1. In concealed spaces of stud walls and partitions, including furred spaces and .0 parallel rows of studs or staggered studs; as follows: 7 1.1. Vertically at the ceiling and floor levels. =7 65'-0" 1.2. Horizontally at intervals not exceeding 10 feet. 47'-7" IT-5" 2.At all interconnections between concealed vertical and horizontal .0 01 spaces such as occur at soffits, drop ceilings and cove ceilings. Z 3'-4- 101-9.'A- 3'-4" 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7 �_7 Cr 0 t"A 4.At openings around vents, pipes, ducts, cables and wires at ceiling and • floor level, with an approved material to resist the free passage of flame and products of combustion. ------- - - - - - - - - - - - - - C> 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 ------------- TW3052 TW3052 UJ 0 2 2-2x10 2-2x10 6. Fireblocking of cornices of a two-family dwelling is required at the line of ' 00 dwelling unit separation. A Ift N 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral WOOD J A wood or glass fiber installed securely in place or 1/2"gypsum board. C) DECK 2X 10 RAFTERS 0 16"oc 2X10 CEILING JOISTS @16"6c UJ 2x4 COLLAR TIESAdIft @48"cr Pre-Fab/ Factory Built Fireplaces BEDROO Co 9'-4" 9'-2Y2" M #1 29'-0" 9�-O"CLG HT In accordance with chapter ol 10, factory-built fireplace inserts shall be UL listed and labeled and shall be W installed in accordance with the C14 ER FRAMER TO VERIFY CENTERLINE OF CC) conditions of the listing. Factory-Built WINDOW OVER KITCHEN SINK WITH 2x10 RAFTERS' X M1 Z fireplaces shall be tested in accordance KITCHEN LAYOUT PLAN PROVIDED I 2X10 CEILING JOISTS @16"oc 04 BY BUILDER. with UL 127. Hearths shall be installed in 2x4 COLLAR TIES @ 48"oc accordance with the listing of the TW3062-3 FWH60611 PALR TW2636-2 Fireplace & in accordance with NYS code F1 1-1 for Hearths & Hearth extension. (3)1-3/4"x11-7/8"LVL (2)1-3/4' 9-114 LVL (2)1,3/4"x All Fireplace shall be equipped with an I :10'-4" I N 6-11%" 16'-6- exterior air supply. Exterior air ducts 3%7 31/2 CP N CN U) W shall be UL listed. Factory Built Chimneys 0 W T C� KITCHEN W shall be in accordance with chapter 14 Z U) M 9'-0"CLG HT @ C4 co 10 Section R1005 Factory Built Chimneys. 41'-OY2" 01 _J U_ W I I I C0 CO > .......... 0 (n 10 2'- C- W 0 UL LISTED GAS W 0 FAMILY _J �< > tD D I CODE COMPLIANCE STATEMENTS: ROOM I - n_ (D Z PRE-FAB FIREPLACE , @ (n W D 7 21 GLASS DOORS& T-O"CLG HT co _J WALK-IN 0 RAFTERS 0 16"oc W 9 CLOSET 9 FILING JOISTS @ 16-6c O HEARTH EXTENSION Z 03M : 4C 1 0 1. The windows selected for this project shall meet AS PER RESIDENTAIL W < M ED 1> -OLLAR TIES @ 48-oc 3 0 > 0 0 2X4 1, CODE-CHAPTER 10 "3 W n 2x 10 RAF- S (05))16"0 b n 04 1 00 the egress requirements of R310. Of ::4 '1 Vu 0) 1 VENT TO EXTERIOR 0 2X6 CEILING J DI TS @ 16§c 0 0 T-6' Down Z 2X4 COLLAR' S 10 48"oC, 2. All windows shall meet Section R308 Glazing and 0 1 Stair, 0 _J LL 8308.4 Hazardous locations. U_ LL BATHROOM C-10 > _J PANTRY 9'-0"CLG HT 3. Windows were required shall meet the Window Fall > 8 0 Cc: I E E protection requirement R312.2. CD CO ;0 I [2 00*E 04 \ I 0) 10D L) 4. Bathroom windows shall meet the hazardous KNEE WALL t5 �5 2 Z) CD ca 2 co X 7 1 E =t 0-6 glazing requirements as per 8308.4 a 0 1 1 .1 co C� co FAN Z5 8 5. Stairs, landings, railings & guards shall comply 1? 0 Ev 11 ) CU LO ID with 8311 & 8312 co 8'-0" E ha) 0 80 - COZ5 6 1�_ 1 101-0" 22 2= 6. Outside lighting shall comply with RE 3803.3 2-2x10 SZ (2)1-3/4"x 9-1/4"L VL DROP Cn1/2" 2 - 0 ca>ZID C 0 1S9 0 7. Stairway illumination shall comply with R303.67 and 8303.8 Cc,Z, 06 T-0 2'-4 ISEAL&INSULATE '646 8 0 0 , 1? 9 BENCH C _: = ..2 --F. = 0 N ATTIC STAIR PER 'on tm 0. 8. Fireblocking shall comply with R302.11 thru R302.11.2 ;D HALL I 1 120 w-E S m - ,6 CO C_ 0 SECT.1102.2.4 9. Draftstopping shall conform to 8302.12 thru 8302.12.1 9'-O"CLG HT SEE DET ON DWG-3 -U r S? 6 CO- C� CEF1 ;0 2x10 RIDGE C-- 1: CD U) - 4 ----4- - - - - - - - - - - - :2,6.5 1:2 - E GO) 10. Flame spread and smoke-developed index for walls U) "C', Iq LO Z:) M V5 f; Cc r--@ = 4) 0 d--------- CNTR/ 0 R302.5.1 OPENING PROTECTION. 2 C 1 2 0 ------------ M co lot and ceilings shall compy with R302.9 thru R302.9.4 C14 n Z < CABS 0 IN 0-0 . 0 , 0 LL INSULATED SOLID CORE STEEL . 8 0 -------- a) c 6LE , 8 J.; op C) _J 8 W 2 C� a X 0 > DOOR,20-MINUTE FIRE RAT 11. Flame spread and smoke-developed index for N - I --------- Cl) ED. 0 co Cr M E 2L.- 5 C� U_ WEATHER STRIPPED insulation shall compy with R302.10 thru R302.10.5 0 4'-O":tX - --- 2'-6- : W/SELF CLOSING DEVICE. 11. Recessed lighting - ---- - sn I ; 0 CO fixtures rated for STUDY --------- 2'-6" 0 W ------------------------ 0 membrane penetration shall meet ASTM E119 9'-0"CLG HT zt 4 W W :E Nlz�1� C) y 1? 0) V tZ CN and FI re Stopping as per ASTM E814 or UL 1479 ------=_ 12. Exterior Decks shall comply with R507. U_9:5 0 co C� 04 14'-6" 6'-6 7'-81/4" 22'-11" 51/2" ff 5%- 3,-4- 5Y2" 31/2" ¢ 3'/" 3%" IC0 C*4 W 00 I I LAUNDRY CN C:> 0 X UP ROOM GARAGE Z C14 16R _J cli EQUAL EQUAL DWELLING GARAGE W U) R312.2 WINDOW FALL PROTECTION NOTE: SEPARATION IN 4-ff T4' < S� 2-2x10 2-2x10 C? < W to 2-2x10 2-2xl 0 ACCORDANCE WITH Go I TABLE R302.6 IAj TOP OF THE WINDOW SILL SHALL --qL% 1 0 SEE DWG-1 FOR TABLE _J BE A MINIMUM OF 24"ABOVE THE FINISHED INSULATE WALLS tD X < TW3062 TW3062 0 0 TW3062 TW3062 FLOOR AND GREATER THAN 72"ABOVE THE I I I COMMON WITH LIVING 0) 0 to 6 0 U) AREA. 1 FINISHED GRADE OR OTHER SURFACES MASONRY @ @ C? 131/2� BELOW ON THE EXTERIOR SIDE OF THE COVERED X PORCH Cn Cn PROVIDE:HEAT BUILDING.SHALL COMPLY A5 FOLLOWS: 24 BLUESTONE FIN. C� U) 04 DETECTOR PER R314.2.1 6-10" q 5.-10- R312.2.2 WINDOW OPENING CONTROL DEVICES: 0.0 WINDOW OPENING CONTROL DEVICE SHALL 2x 10 RAFTERS (ED 16"oc 2x 101RAFTERS (ED 16"oc 3-2x10 COMPLY WITH ASTM F 2000. THE OPENING c, 6 0 I I 2X12 CEILING JOISTS @ 16"oc 0 2X12 CdILING JOISTS @ 16"oc DEVICE AFTER OPERATION TO RELEASE THE 2x4COLLARTIES @48"oc 10 2x4CPLLARTIES @48"oc DEVICE SHALL ALLOW THE WINDOW TO - - - - - - - - - - - - FULLY OPEN TO MEET THE CLEAR OPENING 7' X AS REQUIRE TO MEET EGRESS R310.2.1 10"HB&G--L'- 04 PERMA-CAST ---- COLUMN -------------------- 6-2- 6-2" tn WINDOWS, EXTERIOR FRENCH & SLIDING DRS Plans indicates ANDERSEN series 400 Tilit Wash I 2-2x10 2-2x1 0 Model Numbers and shall be In accordance with R609_ To be designed & installed as per manufacturers 00 4- -- - - - - - - TW 062_ TW3062 - - - - - - -- - specification for 140 ultimate design wind speed 0 Cd and Table 301.2(2), 301.2(3) kn Cn @) Provide HP LOW-E4 glass; U = .30, SHGC = .29 6'-1 16" 10'-9 3/16" 1 OW 11/16" 4'-1%" 6-7 7/16" 9'-8" 4'-10%" M 4 0� 0 EGRESS: shall meet R 310 -tzl 414 23'-8" .,.4 WINDOW FALL PROTECTION: shall meet R312.2 O Z Substitutions made upon meeting Code. 65'-0" IRED A&C, C> M Cd See page one, general notes for additional 01 code requirements. / O 8 S Smoke Detector 9- 0" PLATE HEIGHT O Carbon Monoxide Detector 1ST FLOOR PLAN co Refer to DWG-1 General Notes AREA SCHEDULE SCALE: 1/4" = 1'-0" ��' Far�'c` yoQ In accordance with Section 915 of the NAME AREA 2)15 IFC as amended by the NYS FIRE BLOCKING SHALL BE INSTALLED uniform code supplement GARAGE AREA 589.2sqft. IN ACCORDANCE WITH R302.11 THRU R302.11.2 AND DRAFTSTOPPING Area 8 1954.6 sq ft. PER R302.12 THRU R302.12.1 'Raw Cr •U N C Z C: vJ W •O 00 O co 36'-7'/z" 11'-8'/:" - 7'-5'/" " TW3046-2 TW3042 TW3046-2 0 J 2-2x10 2-2x10 3-2x10 I O 7FAN � I a I 12'-0" 8'-11Y" 14'-0" f _ ° U W (D ° O W O S I Z o r, o Coco coN Co cm _j ILL 52) BEDROOM #3 W W o w BEDROOM #2 N I W 00 8'-0"CLG HT z W zwo _0 g 8'-0"CLG HT I„ = 7 V L U � U U UU x N N C'V °-.- WET BAR i 001 N C-4 N I Li O OR I ------- -2Y i � m U % " z w w I :30"x22",RO: U_W> I a o 0 0 ;min,tic z lactess = 0. 2-6 ° ° 6.- =U— I rn a�m °' ' ° o ani =z w IQ i Lo FAN 3_6 O co " Avg- I_ -12- o ZD 7 M O U c f� -t F-0 W I 14'-11" cD I Y ° m 1- pp f0 t c (nJW - 2'-0" _ CCZO OUO W f0 f0 _ 1 " co c O Cl) y O N O O p N 2 00� - - - - - 1010% - - - - - -2x12 RIDGE - - CO I wrn wawo ¢H I - - - - -GUARDF�AfL- 26" - - - - - 5_ - - - —I .,° aico � c `ovi 'mo `o >� ° ng: 3 cD , , , , , , , / ' \ I I o w v,0 3 r c'r 0 / , , t , , , , ao o v S In x W l\O -------- ti ram CW7 \ o c:= C c N vi a / O \07 O /!�\ �_ I L -PLOc t= E � pa / , \ GUARDRAIL ° -------- ,o' \�h I ( E 2 w `" ° -r,- 00 ai 'o cU c o0i a \ FLUSH LVL TO ° o BEARING I04 /d"\o o c a E m v Co c $ $ \�/ I x \ SUPPORT RAFTERS v to -------- WAL!/ \O I I H t v ° t c o c m f- $ vmv i- mEn 11 _ o N BEARING _�i� 2)1-3/4"x -7/8"LVL ------- n WALL \ / \ I I W / w 2x10 RAFTER 16"oc \ \I I W W I .�" 2x10 RAFTE S 0 16"oc — � ________ �° / �� 2 16"oc —> �g -------- S@@416 c I \ a 2x8 CEILING JgISTS @ below 2x8 CEILING JOI& "oc g x4 COLLAR T S @ 48"oc z J 2x4 COLLAR TIE 8"o I " W ---- --- I \ I i I BEDROOM #4 �� NOTE: 0 N / BEDROOM #5 I I I p 8'-0"CLG HT 6'-6" a / 8'-0"CLG HT 1 N W I 14'-8" �� PLATE HT 11'-1%' 1/ 14'-8" I I N O 3/ / 15'/," N 5%s' I I 13'z' z" 2-2x10 I 3-2x8 I 2-2x10 I I W Q co TW30410 TW30410 — — — — — —TW3032-2 — — i— — — — — TW30410— J_ — TW30410 — — F_ J O u 41'-11'/2" V V A L.I �i -,'SOLAR ENERGY SYSTEMS (R324) SOLAR ENE=RGY SYSTEMS SHALL COMPLY w g ROOF PLAN WITH IRC SECTION 324,APPENDIX U & NYS SUPPLEMENT. SYSTEMS SHALL BE SCALE: 1/4" = 1'-0" a LISTED AND LABELED WITH UL 1741. o PANELS SHALL BE LISTED AND LABELED o WITH UL 1703. R312.2 WINDOW FALL PROTECTION NOTE: 2ND FLOOR PLAN TOP OF THE WINDOW SILL SHALL SCALE: 1/4" = 1'-0" W ►� cMn SOLAR READY ZONE: BE A MINIMUM OF 24"ABOVE THE FINISHED AREA SCHEDULE V '�~ bA o FLOOR AND GREATER THAN 72 ABOVE THE N IN ACCORDANCE WITH IRC CODE APPENDIX U FINISHED GRADE OR OTHER SURFACES NAME AREA � �D ;A� 0 r"+ o � M & 2015 IECC APPENDIX RB : BELOW ON THE EXTERIOR SIDE OF THE SECOND FLOOR AREA 1163 sq ft. � � � h/ �'/T to �p THE TOTAL SOLAR-READY ZONE AREA SHALL BE Cd BUILDING. SHALL COMPLY AS FOLLOWS: ®tib ccs NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ' R312.2.2 WINDOW OPENING CONTROL DEVICES: • ACCESS OR SET BACK AREAS AS REQUIRED BY WINDOW OPENING CONTROL DEVICE SHALL 4 , THE IRC AND NYS SUPPLEMENT , COMPLY WITH ASTM F 2000.THE OPENING OS Smoke Detector ROOF AREA ORIENTATION SHALL BE BETWEEN DEVICE AFTER OPERATION TO RELEASE THE Carbon Monoxide Detector 110 - 270 DEGREES OF TRUE NORTH. DEVICE SHALL ALLOW THE WINDOW TO eO Refer to DWG-1 General Notes sr9T 0199° yOQ� FULLY OPEN TO MEET THE CLEAR OPENING In accordance with Section 915 of the F4F NE`I'L AS REQUIRE TO MEET EGRESS R310.2.1 2015 IFC as amended ti the NYS i ` CERTIFICATE REQUIRED PER IECC APPENDIX RB103.8 uniform code supplement I/ 0 � C —I C C 0 U N C Z C V cr CONT.RIDGE VENT -' CONT.RIDGE VENT W_.:.12 W .0 12 • ASPHALT SHINGLES � 5.5 6" TOP OF PLATE CONT.RIDGE VENT 12 ® ® lo \ CONT.RIDGE VENT 12 ' \ bo 7 1 \ 1 1'-0° i ASPHALT SHINGLES 1 GUTTERS&LEADERS TOPOF SUBFLOOR _ - " 1 ♦ 1 " 1- ` ~ \ ' REQUIRED TOP OF PLATE IRED TYPICAL-- --- -- --",'—TOP OF PLAT \ z o O T :jjj Hill WWO TOPOF SUBFLOOR_ _ _ TOP OF SUBFLOOR ______ TOP OF FOUNDATIO L — J 1 FINISHED GRADE ' ► FINISHED GRADE , O •-----• •---- �nn 00 _F rO 1 I I m V i I I I I TOP OF FOOTING -—['-- - - - - - - - - - - - - - - - - - - - - - -` - - - - - - - - - - - - - - - - - - - - - - - _ - IDP�F�C?OT1Nti - - - _. _ .. - - - 1�- - �� -- -—-—-—-—-- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - -( - - - - - - - - - - - - - I I - —, Ci ... — —'— — — — — — — — — — — — — — — — — — — — — — — — — ' — — — — — — — — — — — — — '� p c N tm 2 o12 RIGHT ELEVATION -1 =y N� c°— m ci ' U cREAR ELEVATION _ _ ,. ._0.. oSCALE: 3/16 = 1oz 809 ° CL a 2'6 > �3ro=2uo3tv ai °. c c�3 ro CL0 100, m�� c m az' u� m r. y rn - m- Lt'c 0JS ° c TOP OF ROOF CONT.RIDGE VENT 'N N a 2 m E _ v y c - ------- -ro c Q w cmc a> o D cp aE ro acv o $w f- U w N a FL- co E n C o n 12 5.5 GUTTERS&LEADERS u12 AS REQUIRED 12 TYPICAL a 12 i-LLLj-1- 111111 1 TT TOP OF PLATE_ .—_,..,....-,..,.--..�.,-...-.-,_.,.._- _ . _ _- 12 TO OF PLATE-—_ Hill 111111 cy) W N PLATE _- T P OF PLATE ___ - 11 ~ _ - _ _ _ ---- CONT.RIDGE VENT nj Z CONT RIDGE VENT _ (Y Q W W -, o , 12 m °0 oo ' � — J ADJUST HEIGHT OF WI DOW 1 '8 O TO ALIGN WITH FRIEZE TRIM U W Q O w U 12 (A M F= TOP OF SUBF LOOK-_ 4+/ TO OF UB COR E A O TOP OF PLATE ri TO OF PLATE-—-—-- --— E- — ----- - -- - - - --- ---------- - - - 1L 11111111111 ~ � CEDAR PERFECTION WOOD SHINGLESv� o o WEAVE CORNERS Hill a) o)� Fri 1 ED Jill IY1111.1.1.111111 TOP OF SUBF LOOR_—_ I I I I I I i 1 11 1 ililill TO OF BFLOOR ___ _ _ TOP OF FOUNDATION c - —_ _—_ T P OF FOUNDATION—__ TOP OF FOUNDATION I ► I I FINISHED GRADE , V I 1 I EMERGENCYESCAPE ------- ------- 1 I I I I SPLASH BO o I I I I I 1 I 1 V o I I I AND RESCUE WINDOW WELL �'^ ~ cd ' WINDOW WITH WELL TYPICAL 7C 0o 0 I b U TOP OF FOOTING ,- _ - - .. ., .. _ ._ _ - ,- I ,�r t"(�•Ali ^/ O M c� -- - [ - ... - .. - .. - - - - - - - - - it - - - - '� T P_OF FOOTING -—-—-- [� - - - - - - - - - - - - - - -� '- - - '-, - - - - '-' - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;�k .R CiSrj F.f.� LEFT ELEVATION ` _ FRONT ELEVATION `,, SCALE: 3/16 — 1 -01! yo SCALE: 3/16" = V-011 U VENTS: 4"VENT THRU I I 4"VENT THRU P3103.1 ROOF EXTENSION R302.13 Fire protection of floors. C ROOF ROOF ENGINEERED FLOOR JOIST Floor assemblies that are not required elsewhere in this code to OPEN VENT PIPES SHALL WITH A MINIMUM FLANGE ,-- EXTEND MINIMUM 6"ABOVE be fire-resistance rated,shall be provided with a OF 1-1/8"X 2"WIDE. , � /:-inch gypsum wallboard membrane, � THE ROOF OR 6"ABOVE THE - ANTICIPATED SNOW ACCUMULATION. 1/2"THICK GYPSUM ADDITIONAL FIBERGLASS BATT INSULATION %-inch wood structural panel membrane, w •� I I BOARD LAYED ON IF REQUIRED TO COMPLY WITH ENERGY or equivalent on the underside of the floor framing member. MM •-' 2'� -- -..-- P3103.2 FROST CLOSURE: TOP FLANGE WITHOUT CODE.REFER TO RES-CHECK OR HERS ® o Penetrations or openings for ducts,vents,electrical outlets, 2" .•' 1 I •. WHERE THE 97.5/o VALUE FOR ANY FASTENERS. REPORT FOR INSULATION REQUIREMENTS. 0.0e � I •'-" , OUT-SIDE DESIGN TEMP IS 0 DEG F lighting,devices,luminaires,wires,speakers,drainage, Tv ; ; I OR LESS.VENT EXTENSION THROUGH NOTE: piping and similar openings or penetrations shall be permitted. I I A ROOF OR WALL SHALL NOT BE LESS INSULATION OMITTED 1 , ; I ; THAN 3"IN DIAMETER. ANY INCREASE FOR CLARITY.REFER TO93 Exceptions: N I IN SIZE OF THE VENT SHALL BE MADE ENERGY COMPLIANCE 2"BATT MINERAL WOOL INSULATION NOT LESS THAN 1 FOOT INSIDE THE DOCUMENTS 1. Floor assemblies located directly over a space protected by an LAYEDI I THERMAL ENVELOPE OF THE BUILDING. INSULATION TI TOP FLANGE WITH automatic sprinkler system in accordance with Section P2904, WC I INSULATION STAY WIRES " APART NFPA 13D,or other approved equivalent sprinkler system. TUB/ LAV LAV I STALL WC LAV WET BAR MANUFACTURER:"ROXUL" SHOWER I SHOWER I FIRE PROTECTIVE OPTIONS 2. Floor assemblies located directly over a crawl space not intended (D 07 I FOR I-JOISTS FLOOR SYTEMS for storage or fuel-fired appliances. (� 0 COMPLIANCE WITH:R302.13;FIRE PROTECTION 3. Portions of floor assemblies 2ND FLOOR 1-1/2" I 1-1/21 1-1/2" OF FLOORS: EXCEPTION:#3. shall be permitted to be unprotected where complying with the following: R302.13;FIRE PROTECTION OF FLOORS: 3.1.The aggregate area of the unprotected portions does not exceed � 2,. 1 2" I 80 square feet per story y W O 3" I EXCEPTION:#3. 3.2.Fireblocking in accordance with Section R302.11.1.is installed along the perimeter of the unprotected portion to separate the unprotected • 3" 1 3" 1. THE AGGREGATE AREA OF THE portion from the remainder of the floor assembly. Q UNPROTECTED PORTIONS DOES NOT I- -- 2" EXCEED 80 SQ FT PER STORY 4.Wood floor assemblies using dimension lumber or structural composite N 2" I 00 3" -•;-•--•.•-• lumber equal to or greater than 2-inch by 10-inch nominal dimension, ; 2. FIREBLOCKING IN ACCORDANCE WITH -------� 2., ........ N • -------------�--- , 1 � , ,-_••-- or other approved floor assemblies demonstrating equivalent fire performance. - • - __- I -• SECTION R302.11.1 IS INSTALLED ALONG _ THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED _ 3"I 1 PORTION FROM THE REMAINDER r I OF THE FLOOR ASSEMBLY. � SinkWM DW Sink I LAV WC STALL LAV LAV WC STALL WHIRL M SHOWER I SHOWER POOL 71-17 /2" 1-1/2"1 1-1/2" FIRST FLOOR 1-1/2" 1-1/2" 2" 1 31,. 13' 2„ 2,. i = 3" I 3" I z 3„ 1 0 I 4" FAI TYPICAL ROOF CONSTRUCTION shalomwith -Check INSULATION Resp J ULE Class AAsphalt Roof Shingles w/ comply O co �� 31i co � 311 fasteners per manufacturers specification insulation requirements of 2020 ECCC = of New York CONNECT TO A NEW --and R905 OF THE NYS CODE. SUFFOLK COUNTY DEPT. Underlayment as per section R905A.1 & D 4" OF HEALTH APPROVED Location R-value Thickness W W SANITARY SYSTEM. Installed per Table R905.1.1(1) - z O Clg * 1/4" _ Flat R 30c 8- � Ice & Water barrier as per section R905.1.2 Cn (Note: Double underlayment is required Vaulted Clg R-30c 8-1/4" (D for Roof slopes between 2 on 12 and 4 on 12) Floor(unheated space) R-30c 8-1/4" O PLUMBING RISER DIAGRAM. Framing As per plans with 1/2" exterior grade Floor(outside air) R-30c 8-1/4" W = span rated structural plywood or OSB Sheathing, Exterior 2x6 walls R-21 5-1/2" 0z Not to Scale air seal walls to ass 3 air changes per hour V 9 Nail to framing in accordance Fastener P P 0 �..._ Schedules & Strapping per detail sheet(s). Above grade attic walls R-15 3-1/2" � � O Flashing per R905.2.8 Foundation Rim Joist: R-30 - closed cell spray foam m V All Glazing U = .30 SCGH: .30 CONTINUOUS RIDGE VENT R905,1.2 ICE BARRIERS; ..- TYPICAL SOFFIT CONSTRUCTION. D - 0% glazing = . Doors less than 5 U 40 RAFTER/CEILING JOIST HEEL SELF-ADHERED POLYMER MODIFIED 12" over Door-more than 50% glazing U = .30 SCGH: .30 y JOINT CONNECTION overhangs-typical y c RIDGE BOARD BITUMEN SHEET USED IN PLACE OF „ „ „ „ E SHALL BE NAILED NORMAL UNDERLAYMENTAND 6 fascia & 6 rake boards. azek or equal o o T 2 TOGETHER IN ACCORDANCE R802.3.2 COLLAR TIES 12 EXTEND FROM THE LOWEST EDGES OF Metal dripedge per R905.2.8.5 *If part or the entire attic will be decked over with plywood, �, o o WITH TABLE R802.5.2 SHALL BE NAILED with 4-10d — — — — — — — — — — — — — ALL ROOF SURFACES TO A POINT NOT g P the ceiling joists must be dee enough in order to fit the w ` € r 2 b t 2 (SEE DWG-1 FOR TABLE) 12 — LESS THAN 24 INCHES INSIDE THE ` Vented Vinyl or Azek vented Soffits g J P 9 5 o � c •, o WITH SIMPSON H2AAT EACH BOX NAILS IN ACCORDANCE batt Insulation so that It Is not compressed. If not then °0 12 z o $ ro N 6 r WITH FASTENING SCHEDULE / EXTERIOR WALL LINE OF THE BUILDING. P — $ $ o o m RAFTER TO STUD. 1 -O ON ROOFS WITH SLOPE EQUAL OR GREATER CI Jsts will have to be built u or upgraded to the next size. _ 2 2 �, � Z5 THAN 8/12,THE ICE BARRIER SHALLALSO BE TYPICAL EXTERIOR WALL g P P9 � c a - N R402.2.3 IECC;EAVE BAFFLES 12 ,`ry APPLIED NOT LESS THAN 36"MEASURED ALONG 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16" oc. °'•o 2 `.6 $° o THE ROOF SLOPE FROM THE EAVE EDGE OF THE c n 2 w�` >.Q � a E o SHALL BE INSTALLED IN VENTED ATTICS. +/_5 5� BUILDING Double top Plate and Single Sole Plate. Other Specifications: y c o •- o c 3 A BAFFLE SHALL BE oLu, o3 = cc3 $ y ADJACENT TO SOFFIT ANDLLEDEAVE VENTS / �Ix4 CT @ 48"oc 1/2" exterior Grade - Span Rated • z 100% high efficiency lighting (GEC's or LED's) o o o a L_ w AND EXTEND OVER THE TOP OF THE >All Energy Star Structural plywood Sheathing. o t ATTIC `c INSULATION / 3 1= 01 Fastened per Fastener schedule. o o C o N / / R403.6 Mechanical ventilation shall be provided that r V C = E 2 o tyvec House Wrap or equal. P Vinyl or Wood Siding as per clients selection meets the requirements of section M1507 of the IRC z z E y � _0 o TOP OF PLATE mcaE@ 0)-a �' — - - - — — - — installed per manuf specs and NYS code. $ w cc 6 w E 2L_o a Cont. load path strapping installed in accordance R403.7 Heating and cooling equipment shall be with drawin s. Provide Fire Blocking in accordance sized in accordance with ACCA manual J by a 8802.5.2.1 LAPPED JOIST---"' R-30C BATT g g LAPPED NOT LESS THAN 3". INSULATION 2X8 LEDGER with R302.11 & R302.11.1 and certified third party rater. SHALL BE NAILED 16d G SCREW TO Draftsto In per R302.12 & R302.12.1 COMMON NAILS IN ACCORDANCE PP g WITH TABLE R802.5.2 OND -1 STUDS @ 16"OC 00 SIMPSON SKEWED BATHROOM HANGER @ EACH TYPICAL FLOOR CONSTRUCTION p BEDROOM #4 RAFTER 3/4" Plywood Span Rated Subfloor, o H BEDROOM #3 NGINEERED ! Glued and Nailed in C14 O oFLOOR 12 accordance with the fastener schedule. cl z JOISTS Q 4+/- x6 Rafters 16"ocCD TOP OF SUBFLOOR Floor joists and Brid in as per Code. W 2x4 Ceiling Joists 16"oc Bridging P — _ TOP OF PLATE TYPICAL FOUNDATION CONSTRUCTION in accordance with chapter 4 0 W INYL SOFFIT ON 3000 psi Air Entrained cast-in-place concrete FURRING STRIPS wall on cast-in-place Concrete Wall Footing per R403. refer to Foundation Plan for footing size & -21 BATT thickness. Concrete Horizontal and Vertical CF) FAMILY STUDY Reinforcement per Chapter 4. & en note #6. M--� INSULATION t COVERED P P 9 ROOM R-21 BATT Damproofing er R406. 2- 2x6 approved INSULATION PORCH treated Sill Plates, Sill Seal And Termite shield per ENGINEERED R Section R318.Anchor bolts per Foundation Plan ►--� /JFLOO olsTs and 8403.1.6 — , TOP OF SUBFLOOR TOP OF FOUNDATION ; . • , INTERIOR WALL FINISH — - --- - -- Provide 1/2" Gypsum Wall Board on ceilings w and walls except basement walls & clgs - unless H a d` LVL GIRDER,---," R-30C BArr ' ' noted. Min 1/2" Moisture Resistant Wall Board on U INSULATION .. 6 Ceiling and all walls in Bathrooms (humid areas) W 000 U ' R-11 BATT and 5/8" cement board on walls and ceilings in wet areas. '•• INSULATION 302.13 FIRE PROTECTION OF FLOORS: ;�•a �� g �^ r, 0 DRAPED ON PROVIDE 1/2"GYPSUM BOARD ON ENTIRE °;. ., Provide 5/8 Fire Rated gypsum wall Board on walls M coCEILINGABOVE BASEMENT ATTACHED %O: .` WALLS TO THE UNDERSIDE OF THE JOISTS.OR �!6 and ceiling located as per code, manufacturers W ,� cn o 6 I AS PER EXCEPTION#3-SEE DETAILABOVE •d�° �i requirements and drawings. pp-U ;� tan 00 �O � x � UNFINISHED ji 4 d, , ° BASEMENT � � ' :'. TYP.BASEMENT SLAB .:' ,-.. >�_..:.: I�/ p w� «3 TOP OF FOOTING M•i'� V� Rei ii'l y SECTION A SCALE: 1/4" _ 1 '_0v' BRACED WALL PANEL Q N C PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-A 1-13 1-C 2-1 2-2 2-A 2-13 J C TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP/GB GB CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP .� BRACE WALL LINE SPACING(FT) 13 23.33 20 23.33 20 17.4 40 40 23.33 23.33 34 34 •V TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 48" 27" 27" 27" 48" 27" 24" 24" 24" 24" ® W TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3 11 10 11 5 9 35 9 6 6 8 8 • TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c 11" N C 1. EXPOSURE CATEGORY - �2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 ' 1 1 1 1 1 C1 1 1 •:3 3. WALL HEIGHT .95 .95 - - 95 .95 1: 1 .95 .95 .9 .9 .9 .9 CrCD U U m Q 4. NUMBER OF BWL PER DIRECTION 1.6 1,6 1.6 .1:6 1.6 1.3 1.3 1.3 1 1 1 1 5. ADDITIONAL HOLDOWNS ' m I m � 6. GYPSUM BOARD OMITTED W •O -+ lo ol 4'-0" 39'-7" 1 7*-5" 4'-0" 11 11 :: '�.� " • 1 I , 7. GYPSUM BOARD FASTENING 7 Q 4 I77 " N 00 RESULT REQUIRED BRACED WALL LENGTH(FT) 4 .16.7. 15.2 16.7 8 . 11,7 31 11 5.4 5.4 7 7 (V 1 TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) ' F,- Iwo PLAN BRACING LENGTH PROVIDED (FT) 5 20.91 22,75 21.3 15.75 19 37.5 17 17.5 19 12 12 r M 4'-0" 4'-0" I COMPLIANCE YES i N0 Y Y Y Y Y Y Y Y % ' 1 Y Y Y O a.Linear interpolation shall be permitted I I CS-WSP CS-WSP I b.The total adjustment factor is the product of all applicable adjustment factors. - 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines 2: MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 provided the bracing amounts on adjacent braced waif lines are based on a spacing and number that neglects the intermediate braced wall line. "T 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 1 , EL Cn 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE o I I o ABBREVIATIONS; BWL=BRACED WALL LINE, SHALL BE OFFSET NOT MORE THAN 4 FEET. co (n 'v BW=BRACED WALL, -.5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 7 CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. L 1 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION �6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH - - - - - - - - - - - - - - - BWL 1-1 _ END OFA BRACED WALL LINE _= 7:-.THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PIER IRC FIGURE R602.10.2.2 .J o O ' 6'-2'/:" 1 Ch Ch N 4'-0" I -' m 4'-0" I " m W ' , = 1'-4 33'-11 Y:" 11'4" W O z CY) in a I q 3 3%" 6'-3 3/16" 5'-4'/." 2'-8 ih /16" ol Q 1 J (DIL U I I W 00 CS CS-WSP CS-WSP CS-WSf CS- SP CS-WSP CS-WSP CS-WSP = 7 Z {.. 5'-4'/2" T-6'%" v o - - - --I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -a-4- - - - - - - - - - BWL 1-2 - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - I BWL 2-1 1 C SIMPSON DTTZ2 i I I GB 1 GB I E o HOLDOWN I `o o L°y ' ALLOWABLEo, o 12 LOAD: 1825 LBS '0 �c 2. I'D. o $ 0 Wr m cca O 0 U U00 » mo cL 3 mv�2co m-,Q oC3 �_� y� 3 L 1 1 O 1 0 8 00 C N d N 7.,L. I to W ca c C fa y y 0- 0 O Q .rs O c N ` O O C m 2� E �m o y � �:c Qycami mo p L c O.E a1 0-0 N U 8 r5 2 F- mEEL CL N I - I 0 I (n I O n, to, U) 1 - _ _ _ -- n if if if u 1 M u n u u u a BWL 1-3 11 11 11 11 it 11 - - 1 1 1 I 1 I I I 11 It 11 11 11 ' II If 11 11 11 11 I 1 I I I 1 , ('� W n u If 11 11 11 ' 22'-9" 1 I 1 1 1 , N W u n 11 n 11 u I 1 1 1 1 1 1 1 I N 'I u u n u It ' GB METHOD I N 0 "- ---- TABLE R 02104 ' I ' Z II ,. N -------- O.C.OES I INCLUDING --------- Q ----__-- BOTTOM PLATES, --- ----- HORIZONTALALL JOINTS --- ' ------ I - BLOCKED AND I I --------- I O Q I 1 i W --------- ' O ------ --------- FRAMING CONNECTIONS U AS PER DETAIL !1) BWL1.4 - - - _ - - - � T _ -- _ _ - � - - - - - - - - - - - - - - - - - - - , - ' ' - U - - - 1 - - - - - - - - - - --------- I' ' � ' - � - - - - - - - - - - - - - - - -I- - BWL 2-2 - - - - I d 0- 1 I04co � ` � co 1 , U U -v CS-WSP I CS-WSP WSP CS-WSP -- - CS-WSP --- i CS- I �I 1 I i I CS-WSP I CS-WSP CS-WSP I CS-WSP W Cd � 4'-4 7/16" 6'-11 6'_9,1 ' T-6'/" 5'-6'/," a I ( ' ' I 4'- ol 33'-11%" , 41-0" W O Cb 0 I , I BRACING METHOD I�/ (U BWL ^\ BWL 1-5 CS-WSP CONTINUOUS SHEATHING M'f•� v - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - W � a� en WOOD STRUCTURAL PANEL O rl ----------- --- - DETAIL #I ON DWG-2 ---- ..1 'v a� N U 1ST FLOOR WALL BRACING PLAN U I U) CS-P F CONTINUOUS SHEATHING BRED ARC O�// o `� c, Cd � cn PORTAL FRAME DETAIL#3,DWG-2 SCALE: 1/4" = 1'-011 Cn CS-Wip CS-WSP I CS-WSP rX GB GYPSUM BOARD i 4'_0" 7,9,/" BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 4'-0" 39'-7" I 17'-5" I 4'-0" FOR HOLDOWNS,STRAPPING,BRACED 2ND FLOOR WALL BRACING PLAN 9TF 0,190 U WALL DIAGRAMS AND DWG-1 OF - FOR NAILING L PANELS SCHEDULE.H BE L ALL LL HTBRACED SCALE: 1/4" = 1'-0" -P .. U IR SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. BWL BRACE WALL LINE ICY`