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HomeMy WebLinkAbout48452-Z �x"�ttM TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48452 Date: 11/2/2022 Permission is hereby granted to: steves Hldg Corp 80 Sunset Ave Selden NY 11784 To: Construct a single family dwelling as applied for per SCHD approval. At premises located at: 105 Ripple Water Ln._, Southold SCTM #473889 Sec/Block/Lot# 76.-1-15.4 Pursuant to application dated _9/6/2022 and approved by the Building Inspector. To expire on 5/3/2024 Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,223.20 CO-NEW DWELLING $50.00 Total: $3,273.20 _._.._ ..........._ .__........ _ Building Inspector � rt �, TOWN OF SOUTHOLD—BUILDING DEPARTMENT m Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 iitta�` "�viLso i�liol+oSdt wnn v Date Received N)PLICAT1110N FOR BUILDINGHM,,,ir i� rwl Gi.._ ��d N For Office Use Only �� C P P [i W d� p PERMIT N0. �8952- Building Inspector: "f) SEP 0 t 2 Applications and forms must be filled out in their entirety.Incomplete Bl,ILDING DE! TMvav O applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:May 8, 2022 OWNER(S)OF PROPERTY: Name:Esteves Holding Corp SCTM#1000-76-1-15.4 Project Address:105 Ripple Water Lane, Southold NY 11971 Phone#:631-698-2892 Email: Mailing Address:80 Sunset Ave, Selden NY 11784 CONTACT PERSON: Name:Jerry Cibulski Mailing Address:PO Box 598, Southold NY 11971 Phone#:631-404-2507 Email:JerryCibulski @gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION UNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes NNo Will excess fill be removed from premises? ❑Yes 0No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to 'R-40 this property? ❑Yes ONO 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, P Application Submitted By( me),Jerry Cibulski NAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SUrTOI �) Jerry Cibulski 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. S//worn before me this Jjdr-p (D� day of 20otl ary Pubic TRACEY L, DYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY C Nle TIl 1GRIZATION NO,01 DW6c06900 QUALIFIED IN tSUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,P,Q Emanual Esteves residing at 80 Sunset Ave, Selden NY 11784 I, . do hereby authorize Jerry Cibulski to apply on my behalf to the Town of Southold Building Department for approval as described herein. KA— 4 13r%n 1 Own 'SSignaturewiay V GVGG Date Emanual' steves Print Owner's Name 2 Generated c e 1 -11Web Software r � .arra 4„1 � � a e C Project Ripple Walter 1 Energy Code: 20, 8 JECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 130/6 Climate Zone: 4 (5572 E DDY Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor; }on Grano 'Robert Higgins Architect Ripple Water 50 hidden acres path Southold,.MY wading river,NY 11792 @IYUI i. Y!ly! ,Ai 1 J 5 f) 1111 J lip fPIONEERa, axr� + rr R ,, �� � r r i�i�✓1�,.lir�� /...... /� ,,,,,,, : �.fn(r�i�n v`!,'✓FFId4IW4 mi,� U)rr�,iJ�YY1Z IYrr )� � r y �iYik�11111 7 " I/� „('rmxUrraa unm rri iranf w my ,eimrr"xa urm k rsi +ririHiG/Ifinrrua+iksn,+;,Rican. uW. y(r g� a��raPraaJ(4i�uA�n(n�i""�eiiu�uruifr+fv�Fri�Nr ���7�.r�rrsfrl�r�ehu�'''�reY�rrrCrudmslQivxrr<✓ixre"�rbnra�rawutr�wr�aaJ�r/i�dlu�l:ruttxwu«15,�ar�a✓aGwsurrr�r'rdntirx M�7�IinU171 SHGC: �1f�+I1 YflUrSHGC: 0.30 Compliance: .6:51/oBetter.Than Code Maximum UA: X626 Your UA: .5.85 The%Better or 1Marse Ttran Gude"Index reflects,haw ciosetn compliance the 1,muse 2s tna5ed.on code trade=off rules. ,.. 9Y i �v ifi+:,.r„Nf home. ,. ,1"' r ii1) 1'['1 �,� "�� i.�� � A+ �+ES NOT ovtdeaniestrlmateofener use or co r y+ r�1 91t,"r � � ui� r^dlti�do)�r t�rizl+, ins �+Y�a1 i1m�,„'"ally a .�'Yllta�lYlt'I"i1. , It D P m ISI"RbY11"N?F�' ,�r^11t �" �-'�� to 0,�1°'i� cost relative rni�: 1� , � A ® A 81 Ceiling:Fiat Ceiling or Scissor Truss 3,107 30.0 0.0 0.035 0.026 109 Wall 1st floor: Wood Frame, 16" o.c. 2,686 21.0 0.0 0.057 0.060 128 134 Door: Solid Door(under 50%glazing) 85 0.250 0.320 21 27 Door 1: Glass Door(over 50%glazing) 112 0.300 0.320 34 36 Sl-1GC:0.30 Window:Wood Frame 248 0.300 0.320 74 79 SHGC: 0.30 Wall 2nd floor: Wood Frame, 16" o.c. 1,385 21.0 0.0 0.057 0.060 70 74 Window 1:Wood Frame 154 0 300 0.3.20. 4.6 4.9. SHGC:0.30 � a ` ' � 3,107 r � 'i� 0.033 O.QA�Z 103, F4,fi Floor:AR-WoodJoist/Truss ) , Cdrnpiiar)ce Statement: The proposed building design described *� "`� t3 sisl� a" .� �itdln ptans;specifications,8I re other fa � en,�' t„ iilne 201.8 t'ECC requirements in calculations submitted with the permit application,The prop rrse b ho-S,,��( tli e in e REScheck Inspection Checklist. REScheck Version : RESc'A.18-SETT Web and icomply with themafit” � rip ri � �8-S i ��p S r,w .',.:911�w _ Je Name-Title ..... Report date: 08/03/22 PmiectTrtle: Ripple WateT'1 Page 1 of 10 [delta filename: Po ........ ...........�,..�.�,.,.... .�........�,. ........ ............................... .........----.... ..,. ................_.�..... �.�.....�...._. Project Title: Ripple Water 1 Report date: 08/03/22 Data filename: Page 2 oft 0 REScheck Software Version -. REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirernents: 1GO.G% were addressed directly in the REScheck software Text in the '"Cora ments/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. 0 100 -41V Section1 Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions Req .................... -__.............. 10311, Construction ❑drawings and ocomplies Requirement will be met. 103,2 documentation demonstrate Eboes Not [PR111 energy code compliance for the FlNot Observable m . building envelope.Thermal ElNot Applicable envelope represented on construction documents. 103.1, Construction I drawings 11 and-1 ElComplies Requirement•will be met. 103.2, documentation demonstrate CIDoes Not 403.7 energy code compliance for l7lNot Observable [PR3]1 fighting and mechanical systems. ElNot Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. - .................. ocomrement will be met. Heating. nd coolinequipment Heatin : Heatin 14032.7 sized per-aACCA Mang is ual S based BtulhrgBtu/hrg: Elplies RequiDoes Not JPR2]2 an loads calculated per ACA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ONot,Applicable approved by the code official. Additional CommentsiAssumptions: 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ripple Water 1 Report date: 08103/22 Data filename: Page 3 of 10 Y # Foundation Inspection Compties? Comments/As �� �� �� Section ..�.w. m � ... _ .. .m _ ... �. ._...., ..._,_. sum tions � 03.2� A protective..... m .. .. ._ _ ..._. .�..... .. �._, ,.,.� ..� w ........ ...... covering.is installed to ❑Comp lies Requirement will be met. P EF01112 protect exposed exterior insulation E]Does Not and extends a minimum of 6 in. below grade. ONot observable ❑flat Applicable �o3,g r Snow-and ice-melting ........a �.... .............. ...._ .......,_ �., �__ �. melting system controls ❑Complies Requirement will be met. �JFO1� 122' installed. ❑Does Not QNot Observable ❑'Not Applicable Additional Comments/Assumptionw, 1High Impact(Tier 1..) 2 Medium Impact(Tier 2) m3.. ,ow lm,pact(Tier .... 3) m _. .. Project Title; Ripple Water 1 Report date: 08/03/22 Data filename; Page 4 of10 Section # Framing / Rough.-In Irnspection planValuefie FieldValue luefied 4 Complies? Comments/Assumption! U-factor,. ................. _ � .... ....L­11-­­- ____ ❑Com lies See the� . ........ .... 402.1.1, Door p Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Nat Observable i ❑Not Applicable 402.1.11m..mm Glazing : ' U_..... U ....._ EDomplies table a Envelope �...s � .. g �........mm __ ...........� 402.1 1 Glazin U-factor(area-weightedpe Assemblies oes Not 402.3.3, []Not Observable 402.5 ❑ [FR211 NotApplicab[e ------ 303,13 03,1 3 are adaterminenestratio products _..._.... __ ElDompNes Requirement .,.._... . sof fene ^ � 'rement wif}be met. es Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier p" Requirement ment wily be met. 1 pmanufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 4024.3 i elisted and labeled astmeett ng ❑Does Nese y m Requirement will be met. p Not AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 0 5C-rat.e..dm recessed lighting fixtures res ❑Corn plesRequirement .. ...... Re uirement will b.e....m...e..t.. [FR1611 sealed at housing nterior finish m . ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa, ❑Not Applicable [FR1211 insulated ... .. -- ____ ..... ......_ .,®,.__. .. e.,.. ..,., � ......,,,_ a....�. �._ •_._...n-�... �..� . .0 ... ..„.. 403.3.1 Supplyand return ducts in attics .EComplies Requirement will be met, ed >= R-8 where duct is. ❑Does Not >=3 inches in diameter and>= R-6 where< 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 eter. .. l rs ElDoes Not� Requirement will be � �[FR13]1� boxes3a�handlers and ..._......... �.... • d filter p' q met. re sealed with joints/seams compliant.with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable 403.3.5 ducts cavities are not used as ElCom❑Do spNot~ Requirement p ._ l _ will be met. [FR15]3 p ❑Not Observable ONot Applicable I ng 403.4 HVAC HVAC pips °FcIo chilled fluids R_ R- ❑DoesPNot Requirementr ..�. will be met. • above below 55 °F are insulated to>_R- ❑Not Observable 3. ❑Not Applicable m.. �'[FR2411403. .1 P o will be met.ecction of insulation on HVAC ..... ElComplies❑Does NotRequirement met. q ❑Not Applicable eM 4 V 403.5.3 Hot water m e i p p s are insulated to R- R- ❑Complies Requirement will be met. I[FR1812 ?R-3. []Does Not []Not Observable []Not Applicable High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ILow Impact(Teter 3) 1 g p ... _ .............. �� ........ --- Project Title: Ripple Water 1 Report date: 08/03/22. Data filename: Page 5 of10 .._.m �.�_ .. m_ sectio.. . Plans Verified Field Verified Complies? Coinments^ssumptions Framing ons Value eg.i 0 e ... ... _ / 1 Inspection 0 ,b Automatic or gravity dampers are ��om fees g ui'remanent vuRt be met. �iFR1912installed,on.aif.outdoor.air. ❑'Does Nbt• intakes and exhausts. .{]blot Observable EINot Applicable Additional CommentslAssumpboml trier 2 im act mer 3) 3 �t3npact(Tier 1),, 1� *,e' turxr ltr�act ) 3 tow P_ _ � Title: Ripple Water I Report date: 08/03/22 Data fliename: Page 6 of10 .,...,w. .�. �. _,w.......,,..... ... .......,. # Insulation .. ..._. ..e,w . � Valhi.._ m ...............n.. _ w__�.......� "l in Plans'Verified Held Verified Inspection ° Complies? � Comments/Assumptions Q _.. _ ed _ �, ❑C'om lies �R.Requirement will be m... .... [IN13) or the.i.. 303,11 1 All installed.insulation is label _. p eq et. � nstalled.R-values ❑Dcres;Not., provided. ❑Not Observable ❑Not Applicable R Wood F-1 R-Wood ❑Do spNot See a-Envelor Envelope Assemblies 402.1.1, Floor insulation R-value. _ p semb�ies 40 2.2.6 ❑ ❑ ❑ values. [IN1]1 ❑ 5beet ❑ steel ❑Not Observable :ON ot App4icable 303.2, Floor insulation installed per � �� — � 0complies Requirement will be met. 402.2.8 manufacturer's instructions and, ❑Does Not [IN2]1 in substantial,contact with the ❑Nbt Observable underside of the subfloor, or floor framing cavity insulation is in ONot 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 ail perimeter floor framing members. 402.2.5, mass waif with.at['east Y2 of the am �.Wood 0 Wood ❑Do s.Not gq T see the p ..- blies Wall m5 mm e Envelo a Assemblies table for values. 402.2.6 wall insulation on the waif, [11\1311 exterior, the exterior insulation ❑ Mass E] Mass ❑Not Observable Steel requirement applies(FR10). D E] Steel ❑Not App#icahle µ........_ ulatiok install ns_er.__., ocomplies Requirement will b..� e 303.2 Wall ns. -� — .�. a met. [IN4] manufacturer'sDoes Not ONot Observable ❑Not Applicable Additional+CommertitsfAssumption: „ .ti.,. ...., ..._ m ,.. � p Tier 1 lagh kmpact(Tier 1] 2 I�edrum impact(Ter 2].. 3 Low Im act 33 Project Title Ripple Water 1 Report date: 08/03/22 Data filename: Page 7 of 10 � ... ......m� .m._....—__..-. . ....�.. , ........ SectionFinalProvisions PlanVerified Field fed Complies? i Comments/Assumptions o.-._ ent.s-./..... stptions� valueValue & 402.2.1, Ceiling insulation R-value. R-ilVoad R Wood ❑DoespNot table e,Envelope Assemblies.... F, Wood r values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [flip ❑Not Applicable . . . a_ 303.1.1.1, .1linsulation instupedper - Complies Requitemen....t....will be met. 303.2manufacturer'sFns ions. w.. ❑Does Not [F1211 Blown insulation marked every 300 ft2. EI Observable ❑Not Applicable 022123 insulation include baffle permeable ent� OComplies � Requirement will be Vented attics with air met. Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ..Attic access hatch and door ...... R ❑Co _. ... ire�.......t will be met. --- R- mpiies Requirement w [F1311 insulation aR-value of the ❑Does Not adjacent assembly. ❑Nat Observable ❑Not Applicable 1 door test @ 50 Pa. <=5 ACH 50- ACH 50 ®...❑Complies Requirement will be mm 402.4.1.2 Blower met. {F1171 a c h in Climate Zones 1-Z, and EDoes Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402 3 Ducts arepressure leakage tested o ftp cfm/100 2 cfm/100 OCom dimes„ Requirement e •�..._ -. p q irement will be met. � 1 Does Not either. Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑NotAppiicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will.b._....� e met. [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to EINot Applicable occur caring Framing Inspection. 403.3.2.1 ..,AY handier leakage designated e ig of DDompNos Requirement. l mm..,... d will be met. [F12411 b man t design air flow. ❑Not Observable ❑Nat Applicable 403. 1 in stalled for able thermostats of stprimary,ts .❑Doe pilot Requirement will m _ g le thermos i 11 be met. heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑NetApplicaale 403.1.2 41101. Heat on heat pumpermostat installed om lies Requirement me _._. P ❑Cp q will be met. V Does Not I L:]Not Gbsefvable ❑Not 403.5.1 Applicable g ... Circulating service hot water [JComplies Requirement will be met, ___..... IF]1112 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable LJNot Applicable .•. T High Impact(Tier 1) 2 Medium.. t(TT. � ...ler 3) g p lrpac ( ier 2) 3 tow impact(T Project Title: Ripple Water.1 Report date: 08/03/22 Data filename: Page 8 of10 m. .._ PlVifidYN� Field Ver f Tres? v Comments/..: � - c'tlon ified Com Finnaa I ans ere Final Inspection Provisions p Assumptions Value Valu e 033..6.11D All mechanical ventilations system r _.w� y m []Complies Requirement will be met„ [FI2512 fans not part of tested and listed []Does-Not HVAC equipment meet efficacy ONot Observable and air flow limits per Table R403:6.1. Applicable icable 403.2 Hot water boilers supplying heat OComplies Requirement will be met. [F12612 through one-or two-pipe heating []Does Not systems have outdoor setback QNot Observable control to lower boiler water temperature baser]on outdoor []Not Applicable OCom lie pump. systemsn..., _ _ _ t q 'cement will be:.::..,n .... _.., ure 1ulutm n TheDoe sNo Requirement . i em ,.w 085].1.1 have a circulationmet, ed water ei z system return pipe is a dedicated ONot 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 j pumps start the pump with signal for-bot 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. 40 3.]21 .2 Electric comply with IEEE 5 5. - heat traces stems []Complies Requirement will be met. 1 or UL ❑Does Not 515.Controls automatically C]Not Observable adjust the energy input to the heat tracing to maintain the QNot Applicable desired water temperature in the piping. Com lies Requirement will b_e. met. Demand recirculation water 32 systems vcontrols that ODoes No ( manage operation of the pump QNot Observable and limit the temperature of the water entering the cold water QNat Ap.ptycabl`e. [03 ]z4 team water heat ver CSA units DOoes Notpiping dance wit B55.1. Potable water-side QNot Observable pressure loss of drain water heat recovery units < 3 psi for QNot Applicable r 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. _ .....e�..._ i _ �... ... _ 404.1 90% or more of permanent p Requirement willill ae met. [F1611 fixtures have high efficacy lamps. []Does Not ONot Observable QNot Applicable 4.1.1 Fuel gas lighting systems have _ ODomp.,.es Requirement 40 It will be met. 23] no continuous clot li ht. Not ❑Not Observable ONot 401.3 Compliance certificate posted. []co pl Applicable Requirement wil I equirementwilf be met. [FI 712 p p []Does Not ONot Observable ❑Not Applicable 1 Hg. i h Impact.. . (Tier 1) il 2 Medium Impact frier 2) 1w..3 Low Impact(Tier 3} _. Project Title: nipple Water 1 Report date: 08/03/22 Data filename: Page 9 of 10 5_rserif ...w_w.�.��u_w t �m .Coruplies? .._ Corzimentsl.. - unptions Section � "ry G # Final inspection Provisions I Value _ _ g q c1comODoelies m e Requirement will b e piR l ..w Oom lie __. � - e met- Not 03.3 Manufacturer manuals for ]3 tmecha.r.�ral and water beating systems have been provided. ONlot Observable ONlot Applicable ..�.. _ Additional Co mmentslAsstrmPti<Ons: . ... 2 Medium imp m, lrnact Project Rippfe Water pact Tier 1 act(Fier 2) 3 Low Tier 3� 1 High Impact �-- � Report date: O81O3122 1 Page 10 of 10 Data filename: Olf it a Y, Is HIM 40 y e i cix ool i c i e G OMMEMEEMEMEM- MMM Above-Grade Wall 21.00 Below-Grade Wag 0.00 Floor 30.00 Ceiling i Roof 3G.00 Ductwork(unconditioned spaces): CURIA MMEMO=` Window OaG 0.30 Door 0.30 0.30 II ' MOMMMMEMESIZEM Heating System: Cooling System: Water Heat Name,.--- Comments 12N (3) 8'1"4,o4' DEEP L.P. ' 'POSED LIMIT ` t GAL S.T. OF DY. ,RBANCE 26,700'± o°Oa Imo.. ri: LOT 16 / PROPOSED SOIL — J STOCK PILE AREA00 Z rV ff �" DRY WELL 00 J Al 150' _ t f co' r~- ----- WELL DWELLING / ( o' '1N3 NV1130 C.O, tie 11.5 W/WELL WATER (10.0) i er r r � M �= D-woo aov)M� DRY WELL r✓ ✓J / DWELLING WIPUBLI WATER (9.0) I ) 7J ... .DRY WELL LOT 17 r EGRESS 27.3r t/ WINDOW ro 1 T II (10.0) WELL I ✓ Y + PROPOSED DRIVEWAY T y Y - - Ln j CONCRETE WASH OUT AREA f r ,4" ,I ."+ ,_ 4 ?n ,0,1, HyA: ' ,wl, a 1 I IN BED OF PROPOSED ORNEWAY I + a a F 1 Qn' 1 tl 4 'DO !I [ ! I 9 ��` f I; l rv' t 1l" � ✓ P llartv. ��1tll�rn 1. ,3111 413,11.1a "W ov fir, h D", 1 r N 510 010011 v !t g U. r � I , Ethe ou.P. r ' EDGE OF PAVEMENT + ZONED R-40 NON—CONFORMING LOT y!` AI l y tj�T✓7" FRONT YARD: 40'MIN jl� j SECONDARY FRONT YARD: 30'MIN SIDEYARD: 15'MIN REAR YARD: 50'MIN DWELLINGS Crwin,".��w fY hif FVi�i1�I rt'YV'hRi'r/ f ;;1Y' �' 0 sakY'B''lwta�;o Tli�tl�U 1% 1 a 7 7 T1rVT W/PUBWATER r T��n^��d°R, t 7�'�41 11 ItiTRry t al 1;Y,• 15D50' HvD:e s,iXriar wall......,, c—t,wade SU if drop T^t:'- used on inlet. L k g tion ;""Fleiehed ChMk 0-27.5 r n. . C.0 ELOI 2 MEL(n.5) ,7D Mm t s d' /✓ - EL(l I ) EL rtn Lt d p T- IW,._... ... ..,,,,,..m,.... f ""m pen g f ntena Min.4 da.SDR 3511/ d. Inv.9,59 tAIW T `\ lnv 9.17, „ yr aqual Pi4hcd IY6"lg.. B.ffw J Min,4"die,SDR 35 Leaching Pool(typ) 10' min °0 pipeoayaal. Pitched 1fper fnur ` 3 collar e uamef 8' Oia.— Bay fill—.d.1 e an ptcr Tm a cl.aD.§ ......_, ,. _ 2 N li dtvom of Leacnl t F"wl c.a� r" LI"5'5 C "� G min.penrtretion f 'rgin strafe d, f d&gravel. M Hi6icstl 8 I J Gr. J t.._..,.,,...,,,..........,............ ..............,....,,..,......,.,............,..,...�,.,-.,.... ...... .:,M F,.,,....,.,..,..,....,...,.x...,.«.,...,,�,."w....,.w......:.,....,,,...�..m,w.,...,.,:.,,..,, ..,........... ,,..,..........,...,.,... 8 I.E2,5 F ...,..,...,�, AREA:29,597.53 SQ.FT. or 0.68 ACRES TYPICAL SILT SCREEN SECTION UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SUR MAP NOT BEARING THE LAND SURVEYORS EMBOSSED DEDTEXntF FARRIc ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PRE,�o o POM DRAINAGE CALCULATIONS: LISTED HEREON,AND TO 7HE ASSIGNEES OF 7H£LEND THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM Th F—aREcrmx ----_. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR A) DWELLING W/COVERED PORCHES=4410 SQ.FT. AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRi EXCAVATED AND BtCKFILLED TRENCH 4410 x 0.166= 732cf/—E%ISTING cRDuxD (3) $'DTA x 6' DEEP DRYWELL= 796cf PROVIDED SURVEY 01:DESCRIBED PROPERTY F _ -MATASS MAP OF:SHOWN AS LOT 1 OF RERISI 1 � DWELLINGS W/PUBLIC WATER LAND N/F OF 15p' ,12 RICHARD KOGG 11 r /tY I 10 S 48°50'30"E 158.72' Jtr , f I i f , f PROPOSED + 1 Ux ff 4 BEDROOM SYSTEM 1! !� ( I W/PU (3) 8'DJAx4' DEEP L.P. PROPOSED LIMIT ` 1'250 GAL S.T. rl It o 1 OF DISTURBANCE 26,700 / PROPOSED SOIL co ✓ STOCK PILE AREA yr a. �+ 00 DRY WELL f '` f � W r f I '1N3 8V-n30 ING (11.5�d (10.0) ° d NATER ,f f TlOPOSED WAT LINE O � I = fdf/dfd /WIiOff// C}d dd,f EL 7.7 40.0 1 DRY WELL (9.0) f i ING /d'^� J819 / ! 3� WATER / ? i I DRY WELL ) PROPOSED EGRESS �°�+a\\\ --°t/ STAGING AREA 1 0 �r WINDOW l 1 AND CONSTRUCTION i ° 27.3 WELL G I ENTRANCE \\ d (10.0) ff 0 1 \ � 1.,W f° 1 N w o (i Il PROPOSED DRIVEWAY t1a CONCRETE WASH OUT AREA I 4 t a IN 6ED OF PROPOSED DRIVEWAY t 0 O tI � � DRY WELL O \ t / 154.67' u.P. N 51° 0"00rt W I_ I / df EDGE OF PAVEMENT 1 i _-- t WATER MAIN SINIBAYV . /[/ky3 DWELLINGS W/PUBLIC WATER 17A �0.d6'Ym kelIl150' TYPICAL CLEAN OUT &Ta1 7� '°nvi8 L111 ro r"AA4SLATE OR — STOPPER EN SUITABLE COVER `w OR PLUG ;de_ �Finished Grade elev.27.5 Lock g t iron � Ie1. cw t grade EL(71.5} IAA.__ Ilt� �.�..., chi.— _ M�LBL ted PT do ). e. �. HIGHEST E) `"- INV 10.09� rI{ /�f}^hrym" Min.4"Sia.Sl7R.75. Lhing Pool(typ) FLOW— M.— samepipe erc rant. eac - WAt Pitched ION"Per Rruc 3 ollar I,. Bek filtmateriel to be Band&gavzl 95;� �S GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES 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 IMay 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 Additional Code Compliance; equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION SPACING AND OF FASTENER LOCATION Fuel gas code; Existing building code; Property mainlenance code. Bathtub (With Or without shower head Uninhabitable attics with limited storage 20 10 ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 4-8d BOX Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH OR EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire 40 escapes 4-8d BOX (2-1/2")OR 2, Written Dimensions take preceidence over scaled dimensions p 20 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON EACH JOIST,TOE NAIL Floor drain 2 Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ' Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for feld fit. Without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. _ passenger vehicle garages 50 COLLAR TIES 4-1od BOX 3" OR 1 9 g Laundry tub (one or more compartments) 5 ( ) 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/4"x 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specifiec by the general contractors; HVAC, 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 electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. FIOW rate: Stairs 40 20 OR 20. All window and door headers to be 2-2x10 unless noted otherwise. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-1d 5.7 gpm and less 1-1/2 Roof 20 20 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 3-16d BOX OR of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 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 be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING More than 25.8 gpm up to 55.6 gpm 4. STRUCTURAL MEMBERS DEFLECTION TABLE R401.4.1 subscript b:Where the building official determines that in-place soils (3. COMMON p 9 P 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(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 9 16"O.C. FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162") basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 10 BUILT-UP HEADER 6. Cast-in-place concrete shall be air entrained; 5%< 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, (3-1- COMMON O.C. FACE NAIL ALONG EDGES 1/2"x 0.162") 16" Floors L/360 5-8d BOX(2-1/2"X0113" W . an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD ) TOE NAIL � 1 garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING -GARAGE SEPARATION All other structural memebers U240 OR 4-8d COMMON V All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL z 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 R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall complywith Exterior walls-wind loads/brittle finishes OR 12-16d BOX 3 112" 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 NOT LESS THAN 1/2'-INCH GYPSUM OR L/240 13 DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN 24"LAP SPLICE LENGTH Q Minimum yield strength of reinforcing steel shall be:40 0000 psi grade 40 , EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) y g 9 � P (9 ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-Wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL rn r required reinforcement shall tie 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 OR BLOCKING(NOT JOIST, BRACED WALL) 16 BOX(3-ON 12"O.C. FACE NAIL v J R404.1.2(9). BOARD L=span length,H=span height W All CO alarms shall be connected to the lighting circuit with no intervening wall 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 . � W Z Location of Reinforcement:The center of vertical reinforcementLL n in basement walls shall be switch 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 L located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 lTt 16 3-16d BOX (� Vertical reinforcement in baseent walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD 2-16d COMMON G� to provide 1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER/CEILING JOIST HEEL CONNECTION TOP OR BOTTOM PLATE TO STUD END NAIL rove a maximum cover o APPLIED TO THE INTERIOR SIDE OF W J p g method. DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3-10d BOX End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL � O R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX 0 W = 2-8d COMMON 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL L Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. n ,J f wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING O SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. NUMBER OF 16D COMMON NAILS � lO 4-8d BOX 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL /1 �/1 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 n 1_I_ V J Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 BLOCKING TO JOIST 2-1od BOX �, o Includingbut no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. 23 2-8d COMMON EACH END E._ 9, g copper roofing nails, minimum 12 gage shank with aminimum- o = N 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 4-16d BOX & o o E 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL rn W ° 5 o a 0 ° P Y P 3-16d COMMON a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Type Less than or less than or less than or w•- E PP but not less than 4 per strip. 9: 12 1 s' O.C. 3 4 4 5 �� rn o o � �, � ° or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON o-2 S r ° " `6 t - 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF AT EACH BEARING,FACE NAIL .0 " o o 0 c en C c b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 ) 4-10d BOX o a o ° o „ c. All Structural connectors i.e. Simpson stron Tie or USP, etc < L) � " °*:5 ° 9- wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw shall be Hot-Dipped Galvanized or Stainless Steel. 16 inches 10 inches 8 Inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST �'o.a a v 0 y'm PP Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a;, °Y ° 0 0 E c Y &attics shall have a flame spread index<_25 2 inch embedment on center on center on center N B � o m>� = aY� ° BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 1od BOX 24"O.C.FACE NAIL TO TOP&BOTTOM °�L in 3 c c'c 3° C 3 9. All Engineered Wood Product:;such as"Trus Joists, Micro-Lam, etc"shall be lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o 0 0 °L w m n s installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: _ ° , a, _c N n 5 Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index <_450 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL N N 0)c w a 2` °. o E No 10 Wood screw '° `9 -'- ` r M� - "Micro-Lam"Design Stress: E= 1.9, Fb =2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies HEEL JOINTAJDUSTMENT FACTOR 3-16d COMMON o � o, ° o E 0 "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &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 9 P P p 2-10d BOX(3") OR �' ° o�� °' c °7 `��-•"- °� 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL r _. = E 2 " o a "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi 1 / 3 1.5 2-8d COMMON(2-1/2P') B N ` ca = ° N 28. SWIMMING POOLS. Shall conform to Section R326 lenght i:E Z ¢r c o _ o 1 /4 1.33 WOO STRUCTURAL PANELS,SUBFLOOR, t c a E m r� T o 0 Y E 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND o �° cr a a o 0. each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 PARTICLE BOARD WALL SHEATHING TO FRAMING shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height, 1 / 6 1.20 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley I SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet. b. Fasteners shall be installed at opposing ends of the wood structural panel. DESCRIPTION OF NUMBER AND TYP z BUILIDNG ELEMENTS Except grade floor openings shall have a minimum net clear 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 INTERMEDIATE ROOF SHEATHING Q TABLE 802.11 SUPPORTS GABLE END WALL FRAMING opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. W I- c.Anchors shall penetrate through the exterior wall covering with an emtedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL B. Minimum net clear opening height shall be 24 inches. P ui g g 30 3/8"- 1/2" 8d COMMON ) 6" SEE NOTE A 6" W ~ V C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches Into the building frame. Fasteners shall be located not less than (ROOF) D. emergency escape and rescue openings shall be operational 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 EXPOSURE C -I O W u) 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" Z Z from the inside of the room without use of keys or tools. ---I d.Where screws are attached to masonry or masonry/stucco,they shall be attached SPACING SPAN WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) ULTIMATE WIND SPEED C) J Z Q P opening P sleeping 130 140 1-1/8"- 1-114" 10d COMMON NAILS an emergencyesca e o enin shall be provided for EACH slee in room. 32 6" 12" W < 0 F"' Emergency escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = W U UJ It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. FIB STRUCTURAL CELLULOSIC Glazed opening protection shall meet the Large Missle test ASTM E 1996 <5:12 z 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING 1-112"GALV.ROOFING NAIL 3' g (,5 z I"- EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, P g P 9 U_ p 1 q g g y ( g upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 a net clear o eninc of not less than 5 square feet. air conditioning,ventilation. heating systems new,existing or u raded 214 201 263 247 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL W stamped by a professional engineer if required by the Owner or Building Dept. Garage door glazed opening protection for wind borne debris shall meet 16' O.C. 12 FIBERBOARD SHEATHING 7' 7' (5 J 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each ANSI/DASMA 115. Areas within hurricane prone regions: a, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" continuous run of treads or flight with FOUR OR MORE RISERS. winds speed is 130 miles per hour or greater. 35 7" 7" p P 9 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL Handrail Height measured above stair tread nosing,shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight f- 6" DIAMETER -► I A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to I Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a wall shall have a space of not be less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail.see code for exceptions. Refer to Code for grip size specifications. =w•u,w cover the glazed openings with attachment hardware provided in the table below. WALL I", S 'III" "IV" OR"V„ AttachmeLabel all nts shall I d store t rein a clean a co dance with the table as follows: 16"O.C. 36 469 438 538 547 MINIMUM NAIL MIN WOOD STRUCTURAL THICKNESS NEL STUD DGIES PACING CONSTRUCTION TYPE area of the NAIL SIZE PENETRATION STRUCTURAL 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" r _ ' p 16 O.C. 42 535 499 664 622 PANEL SPAN RATING SPACING FIELD � W above the floor or grade below shall have a railing niot less than 36 inches N 1 I- 16"O.C. 48 599 559 745 697 6d COMMON NAIL C:) 0 in height. Railings shall have Top rails and Balusters and Bottom rails that are REFLECTIVE RED (2.5"X 0113") .50 INCH 2410 7/16"OR 1/2" 16" O,C. 6" 12" N Z NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed 33 PANTONE#187 by the riser,tread and bottom rail of the guard rail at the open side of a stairway 1 8d COMMON NAIL 1.75 INCH 24116 7/16"OR 1/2" 16" O.C. 6" 12" � are permitted to be of such a size that a 6 inch sphere cannot pass through. F (2.5"X 0131") F- O Q Open sides of stairs with a total rise of more than 30 inches above the floor or / DESIGN CRITERIA TABLE 507.9.1.3(1) W grade below shall have guards not less than 34 inches in height measured 1 DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 .WJ vertically from the nosing of the treads. REFLECTIVE j' U Q WHITE FIELD Wind speed: 140 Lu � JOIST SPAN � No of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window f -- APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS opening is located LESS than 24 inches above the finished floor and GREATER " 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 :.�� 7/16 min. structural plywood than 72 inches above the finished grade or other surface below on the exterior -�' 1/2"DIA.LAG SCREW�.�,� -► �-- Panel, Attached to Roof pitch: per plan 30" 23" 18" 15" „ CEILING EITHER DIRECTION 16"O.C. 5d COOLER NAILS of the building,the window must be provided with al window opening control device & 112"MAX. SHEATHING 1/2 7 12 DESIGNATION FOR STRUCTURAL Bldg L " that compiles with R312.2.2 'Window Opening Control Devices. Frame In accordance g Length per plan WALL EITHER DIRECTION 16"O.C.o.c. g 16 COMPONENTS THAT ARE OF 1/2 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan &1/2"MAX. SHEATHING 36" 36" 34" 29" 5/8„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS 14. FIREBLOCKING AND DRAFT-STOPPING: Fireblocking shall be installed in STROKE WALL (�r/1 of the residential code bldg aspect ratio: 3:1 EITHER DIRECTION 16"O.C. 7" 12" accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING 2'l"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"x" AT 1-7/8"LONG 6d COATED O NAILS R T installed per R302,12 thru R302.12,1 GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 5/8" GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6„ EQUIVALANT DRYWALL SCREWS. v "R" ROOF FRAMING 1/2"DIA. LAG SCREW BENEATH SCREWS SHALL COMPLY WITH Fireblocking materials R302.11,1 shall be as follows: &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 1. Two-inch nominal lumber "FIR" FLOOR AND ROOF FRAMING 2. 1/2"gypsum board UNDER SECTION 6020FTHE BCNYS 1/2"DIA.THRU BOLT 24" 21 19" 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, WINDOW UNIT &1/2"MAX.SHEATHING " 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance 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 with the 10 foot horizontal Fireblocking in walls constructed using parallel rows of studs or staggered studs. 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. 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) UL 263,for the specific applications Applicant shall provide engineered wood placard o on or adjacent to electrical meter box for field inspection. 1 P TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL Z OF FOUNDATION MATERIALS Residential structures with Truss type construction, SEP 0 6 2022 �- "" O ~ ¢ ct Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL , > g ., CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration BUILDIt~C,IrF r W ,� M .a Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel `I0'vlliid(I Q,.,U7; '_0 M -� Cp �p _ Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. Sandy gravel and/or gravel('GW and GP) 3,000 psf of the structure for field inspection ct Sand, silty sand, clayey sand, silty gravel and clayey gravel Oti (SW, SP, SM, SC, GM and GC) 2,000 psf Clay, sandy clay, silty clay, clayey silt,silt and sandly silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) (CL, ML, MH and CH) 1,500 psf WIND DESIGN SUBJECT TO DAMAGE FROM r (`�� S J a.When soil tests are required by Section R401.4, 4 the allowable bearing capacities of the soil shall be part of the recommendations. 0 SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN "A FROST wA GROUND SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE „8 b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH ZONE TEMP REQUIRED HAZARD INDEX TEMP 'S ma's are likely to be present at the site, the allowable bearing capacity shall be M „ MODERATE 20 LBS 130 NO NO NO B SEVERE 31-0 TO HEAVY determined by a soils investigation. 11 YES NO 1500 or less 52.1 �yf 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. a Or ilyE�y 0.[NYj 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 WIND SPEED was determined from ASCE 7-16 figure26.5-1 B Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS .. ...-_......___ ._-...._-�_e Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED L _- of r. �x o o 0- ' 1 o // fasten kin stud to header with 1" CONTINUOUS RIM FULL HEIGHT BLOCKING Min,3"x 11-1/4"net header Header ° , , , / 6-16d sinker nails ='= -L - - - OR END JOIST TH RIM VE KING ° ° shall occur at top of wall. .. . _ _ : _ , , , , METHOD WSP EXTERIOR SHEATHING CONTINUOUS ALONG LENG OR END JOIST ° ° ° CONTINUOUS R ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° '�= = - r+ = PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL MEMBER DIRECTLY ABOVE @ 16"OC ALONG two rows ofasten top f plate toheader with BRACED WALL PANEL BRACED WALL PANEL ° .° " °"° p-4 sinker nails 3"o.c. ,I I1 I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING Header shall be Top plate continuity is @ •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 VARIES BY FASTENERS 2-16d NAILS EACH SIDE king stud with Braced wall line \ I, continuously sheated \Minimum 40001b,header-to-jack-stud 6-16d sinker nails .I I•I I•I METHOD CS-WSP: r +� with 112"wood 1 a, Fasten sheathing to header with 8d common nails in 3 in.grid structural panels strap on both sidle of opening •I I'I ,,il:t� AS PER TABLE R602.3(3) z o L pattern as shown and 3 in.o.c.in all framing(studs and sills) ° opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS - rn ° o 8d @ 6"O.C.ALONG _ Minimum 40001b header-to-jack-stud strap ° WITH 8d COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG AT EACH BLOKING MEMEBER 1 BRACED WALL PANEL 8d @ 6"O.C.ALONG I on both side of opening opposite side ofo .I (0.131 X 2.5"LONG) BRACED WALL PANEL b P g pp Panel splice edges shall occur over BRACED WALL PANEL ;g ° sheathing.I AT 6"O.C.ON EDGE AND 12" O.C. o s 9 and be nailed to common blocking IN FIELD BRACED WALL PANEL Min. Double 2x4 framing covered with minimum _— - -- within the middle 24"of the portal- BRACED WALL PANEL X m g ° • BRACED WALL PANEL ° ° ° ° ° ° BRACED WALL PANEL BRACED WALL PANEL � L i° ill"thick wood structural panel sheathing "--""-- --- °-•-"�° ° leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3"o.c. in all framing o is required in each panel edge. co 2 1' SHALL BE MIN. 1/2"GYP. BD FASTENED 3-16d @ 16"OC ALONG ° ° (studs,blocking,and sills)typical if needed I I 3-16d @ 16"OC ALONG ° i (D 11 1' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3 16d 16"OC ALONG 3 16d @ 16"OC EACH W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL @ ; 2'to 18'(finished width) TABLE R602.3(i)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER Min Double 2x4 or ° Min. length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural - _ _ _ - _ _ •f•1• _ J. SHEATHING ! per Table R602.10.5 panel sheathing CONTINUOUS RIM OR Min double 2 x post Q - - - - - - - _ 4: CONTINUOUS RIM OR 'I • I'I .n �• END JOIST No.of jack studs per I• VERTICAL JOINTS IN PANELS SHALL OCCUR F END JOIST Min. (2)2x4 typ. Table R602.7(1&2) �j •I I•I I•I OVER AND BE FASTENED TO COMMON STUDS. Ll ° ° ° a-s installed per section R403.1.6 I. Min.(2)1/2"Diameter anchors HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE ° ° -1 T_ T p WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3116"plate washer W •� INTERIOR 1,1 1. AND BE FASTENED TO 1-1/2"x 5-1/2" FULL HEIGHT BLOCKING U ,l SPACING I I THICK COMMON BLOCKING ON THE FLAT CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING I I 1' AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING 7 .I I•I l•l I• 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG L •I I•I I.1 I• BRACED WALL PANEL 'I I I I I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 Q ,I I•I I•I 1, — r •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole late W 1 p g p • _ - - - i, - - - �•,_ _ - _,• BRACED WALL PANEL CONNECTION WHEN 8Dcommonnials se to joist per Band or Rim joistwi ° to joist per W z • • • • • • • • • EXT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3' o.c.Top an LJL p PANEL JOINT _--' PERPENDICULAR TO FLOOR/CEILING Bottom - Sub-Floor nailing sched. at common and �_ Waiting sched. FRAMING FRAMING °' '° Bottom o° -° ° /ZRim Joist 0 < Q ° Rim Joist per Plans FASTENING REQUIREMENTS FOR BRACED WALL PANEL AS PER ° ° ° ° ° ° ° ° ��Holclownsnchor Bolts and U)per plans v J 1 TABLE R602.3. 3 2 O W = —L-� 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 a- ___I O0- � CEILING OR _ Q FLOOR JOIST /•� /DIRECTION Simpson n vJ 1-1/4" galy. x 20 gage ENDWALL—r H2A Stud To Rafter ° coil strap with (5) 8d common ENDWALL Connector - Were the distance is SIMPSON H2A nails in each end at each rafter. N between 9-1/4 to 15-1/4 at each Rafter. With FLOOR AND CEILING JOISTS E.2 Typical Metal provide blocking @ ++ - _ S ENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter oA (J�01`1 STS SEE PLANS strapping _ braced wall panels ++ ++ PROVIDE@STRUCTURAL RIDGES �, o a o A at Openings �, (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field r (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side wi6 L)U" 0 ° a Horizontally attached Schedule Dwg-1 g p - U plywood sheathingof Ridge to have a Simpson "Z a o m BLOCKING shall have Solid Blocking c ce, v°' rn Cr t `o TYPICAL @ all Plywood Joints LSSR skewable hanger. co X o o o 02 5` o AT48"oc SIMPSON H2A I F - `� 2= 8 Y 2 0 ° �Y 2 BAYS IN >� o�•` o c BLOCKING @ 48 INCHES ON CENTER 9 1-1/4 x 20 Gage Metal Coil •'� _ - E o c a Solid blocking between at each Rafter. With ��� 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 ° •� N SECTION A-A " in each end. catch jack studs • _ �° - - _ '= o a= along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks ° ''`�°°' L a _ `��' o 0 3� o panel. o ••> o ro = •- ` �s a o i�"s = m» Comer Holdowns ° � c o.•• Refer to plans an window Or door Header. I v = ' o END WALL BLOCKING DETAIL for locations N Typical each side and ALL Less than ��;; 0-M N t L y c L c Gable End Wall or Equal '` 1• z.=_ a windows and doors. � = a E� a FOR FLOOR AND CEILING BRACING if required � � , � ti m � � o r �, RIM JOIST BLOCKING BETWEEN RAFTERS na- BRACED WALL PANELS t0 12 IL- 0 m a' E a.=o a NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS RAFTER TO RIDGE STRAP R602.3(1) EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION r^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE'.SPACED AT IN LIEU OF RIDGE STRAPS -R602.4.6 v J AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48" O.C. 7 r^ PER NAILING SCHEDULE. LOCATED IN THE UPPER THIRD •Z Z Cn 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 8 OF THE ATTIC SPACE AND ATTACHED S THE GABLE END WALL. DIAPHRAGM BLOCKING IS NOT REQUIRED. Q TO THE RAFTERS WITH 4-8D NAILS O a- < EACH END CONTINUOUS FLASHING �•��// W EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE L.1_ I"'"I PAST JOIST HANGER GREATER THAN DECK JOIST AND NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC •0-- ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT = v J FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12++ Min see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR OUTER THIRD tip of lag screw shall fully extend beyond BEARING WALL OF SPAN ONLY to TIMBER TECH- I I TIMBER TECH- I !LRAILING POST, the inside face of the band joist. "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER SIMPSON ABU POST COMPOSITE DECKING COMPOSITE DECKING 4"TREATED POST TO CONCRETE BRACKET ATTACHED PER ATTACHED PER GALV. DECK HANGER CLEAR SIDE COVER 2"MINIMUM NOTCH GREATER MANUF.SPECIFICATIO I I NIANUF.SPECIFICATIO'M I I SIMPSON LUS26 @ 2X6 •�• THAN 50 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 2 112"GALVINIZED CARRIAGE BOLTS (PERCENT)OF /- S THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE 114 JOIST 0 I I JOIST W/ CONNECTOR SCREW METAL TIE FASTENED ACROSS AND DEPTH, MAX. .lam 116 JOIST ++ 1/2' DIA.GALV BOLTS W/ - 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE y TO THE PLATE AT EACH OF THE MIN. DEPTH,MAX. Use 1-1/4" Metal W ADHESIVE ANCHORS:HIGH-STRENGTH 2"MIN, LOCK WASHERS. WITH TABLE R507.2 NOTCH WITH 8-10D NAILS EACH SIDE 113 JOIST �° N o w= EPDXY ANCHORING ADHESIVE FOR Coil Strap 20 Gage N 2-1/2"MIN. 2 x JOIST '�' SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD DEPTH,MAX. 12" Min 5 8d common nails N O MAX. : ,0 2x RIM JOIST ATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON ( ) Z "MIN, (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE ALL WEDGE ANCHOR TOP PLATES in EACH END at nj C0 AND TWO WITHIN 24"OF EACH END OF DECK Solid sawnjoist and rafter EACH Stud. I- 2-1/2"DI R507.6.2 SIMPSON H2.5AT EA.JOIST ++ OR M CO 14"DIA.CAST-IN-PLACE PLACE IPE 8d C@/ 6" oc Along _/ W THRU BOLTS BLOCKING o.e FOOTINGS MUST CONCRETE FOOTING, DOWN notching and boring limits. Braced Wall Panel (� > TO VIRGIN SOIL SIMPSON DTT22 W/(8)1/4"x 1-112"SIDS SCREWS BEAR ON Z) L1J W/WASHERS OVER BEAM SIMPSON BC (MIN 36"BELOW GRADE) NTS FIGURE R602.10.8 1 or- CD BETWEEN EACH POST GIRDER ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGSNOT LESS THAN(2) ( ) Q JOIST CONNECTOR OF EACH END OF DECK: WALL WITHIN 24" SOIL WALL TO WALL STRAP MAXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NTS PENTRATION TO CENTER OF TOP PLATE,STUD FIGURE R602.6.1 R507 EXTERIOR DECKS OR HEADER CONNECTIONS PORCHES & DECKS NTS TOP PLATE FRAMING TO DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE 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 O gage G-185 1-1/4" x 20 gage G-185 " _ 1-1/4 x 2 g g 1-1/4 x 20 gage G 185 � SEE TABLE Hot Dipped Galvanized StrapHot Dipped Galvanized Strap Hot Dipped Galvanized Strap � 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails with 5 8d common nails DECK STAIR 507.9.1.3(2) z FASTENERS ( )- cCi F� TOP PLATES TOP PLATES iv IN 2 ROWS at each stud .--� at each stud at each stud Strap may be attached OVER Strap may be attached OVER �,•� the plywood OR directly to Strap may be attached OVER � O �P4@O @O O O 5.5"MIN FOR 2X8• Studs. the plywood OR directly to the plywood OR directly to w U 6.5"MIN FOR 2Xi0 Studs. STUD BORED HOLE MAX. STUD 5"MAX 7.5"MIN FOR 2X12 _ Studs. GRADE BORED HOLE MAX. DIAMETER 60% Op O 0 N rap strap under sill F—I P- and attach to sill plates - c BLOCK SOLID .a DIAMETER 40% (PERCENT)OF STUD A U I M u (PERCENT)OF 0 DEPTH o 3 16d 16" oc Along z r1-'~� O STUD DEPTH i + ;°; @ g BETWEEN JOISTS ° ° o0 2"MINL „ : C ° a CV — V b!J 5/8"MIN. 5i8"MIN. 5/8"MIN /8"MIN. LAG SCREW OR THRU-BOLT Braced Wall Panel TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN - - ° "� N 4 w U FIGURE R602.10.8(1) D ® ct NOTCH MUST NOT I- ° a CV NOTCH MUST NOT I I III=III, CN w mil( EXCEED 25% 0 EXCEED 40% 0 =111 (PERCENT)OF 0 (PERCENT)OF 0 10"x LE STUD DEPTH STUD DEPTH BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD c CAST- R S IVI - U IF HOLE IS BETWEEN NOT BE LOCATED IN r BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS PER FIGURE R507.9.1.3 (1) STRAPPING 60%(PERCENTI OF ✓ O y� fi NOT BE LOCATED IN SECTION OF THE CUT Applies to Garage Wall andSTUD strap under silly y STUD DEPTH THEN OSS OR NOTCH IN STUD + SECTION OFTHE SAME RTHE CUT NO MORE THAN TWO IFDLAG SCREWS ARE USED OR BOLT Slab on Grade Construction ISTANCE CAN BE REDUCED TO 4.5" I�II�I iil �. and attach to sill plates TYPICAL STAIR FOO D ". OR NOTCH IN STUD SUCCESSIVE STUDS ARE DOUBLED SPACING IS REDUCED TO THAT OF IIIIII:` I I; �` 1-1/4 METAL AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS STRAPPING a TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST tF;+ct' .k " "'�- off 40 WASHERS NOT PERMITTED) RAFTER FACE TYPICAL �(} FIGURE R602.6(i) FIGURE R602.6(2) FOUNDATION-SILL-STUD op K,-��� X;-y. NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST V Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet PAetal Firesto up and out of the glued together MANUFACTURED LIGHT ENCLOSURE ceilingline p Full Thick Insulation way for access thin profile structural 9 9 see plan w/ ATTIC INSULATION Exterior Fill entire Cavityto CONTINUOUS BEAD sheathingas draftsto I and lay on plywood Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams p support OF SEALANT subfloor behind tub Tub attic hatch - R-val OF nbustable sealant Base late prevent loose-fill SUBFLOOR GLUED,CAULKED Sealed to�-y Air Seal / insulation from TLypical equal to the Ceiling Double Frame Attic blocking p exterior insulationrequirem n access opening Sealant or „ OR GASKETED TO RIM Continuous Bea wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or T�4adhesive as enclosure liner sealed SEALANT Sealant access 1) adhesive at perimeter and seams. R solid blocking Sealant OVERSILL INSTALLED 1" min Rigid or rigid insulation Weatherstripping Seal stairs Adhesi ` Casing-� EXPANDING FOAM SEALANT e Pre-Fab Fireplace sealed around Panel J Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges `Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 112" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase attic hatch or foam (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (@ PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (c1 PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL -- This detail is for weatherstripping and draft sealing, NTS TO BAND JOISTS Battic Door Energy Conservation Products _ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, ' Refer to Manufacturer for installation manual. R-50 Insulation R.ro Arnw St,,,r Covnr ENERGY NOTES Eave baffle installed .,.. - '" - 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. r + .• .. �' ., `" W 9 P 9 Y adjacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section MI601.4.1. V Table R402.4.1.1-Air barrier and insulation installation. The authorityhavingjurisdiction shall be permitted to determine an approval by a third party(HERS Rater) using the Manual "J" , "S" & "D" submitted at CO. vents. Baffle shall extend over z energyefficiency program to exceed the energy efficient required b this code. the top of the attic insulation Y P 9 9Y Y q Y `" ' W 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. Q TABLE R402.4.1.1 All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) .- AIR BARRIER AND INSULATION INSTALLATION ffi manual "J"& Manuals"S" &"D" submitted at CO. I efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION n/ COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERJAa ' i W u.. 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder g p W Z p g and posted on a wall in the space where the furnace is located Soffit see ' OR HERS RATER W requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs shall be insulated with R-3 Minimum.degrees or<55F degrees de Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 -N1102.1.5 fluids > 105 F de g g SEALANT continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. 11. (R403.3.5) Building Cavities (Mandatory) (n O Breaks or joints in the air barrier shall be Buildin framin cavities shall not be used as ducts or I T Exterior wall sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 p enum. Yp O J sections N1102.2 through N1102.2.13 See Coast. Dwgs Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The12. N 1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) i installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. 0 accordance with the criteria listed in table 402.4.1.2 or required b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. recommendation and said density shall be maintained for all volume of q Y O ry each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. W/ maintau Manual controls shall be readily accessible. r an even density for the entire cavity. Batt insulation shall be installed in the recommended cavity depth.Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE N The building shall be provided with ventilation that compiles with the requirements of E.- exists,the bats product will be cut to fit the remaining depth of the w � E N cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ° a o 2 shall be placed to fill any surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system . m 6 ` o a o E manufacturers'specified density. Where faced Batt is used,the test results shall be signed by the party conducting the test. is not operating. --- = N N-0 installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _= z a N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy "'r r 4 CD S g m o r .s L o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN e.,--x e ; _ _ _" " 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements _ - o o � o P g 9 P o.� 0w o 0 stapling installation tabs. of Table N1103.6.1. Exce tion: Where an air handler that is inte ral to tested and listed HVAC Ri id Foam or ACCORDANCE WITH `''e a y � a) �Y M combustion air. Factory built fireplaces shall be listed and labeled p g g• t t ; I _ 2: 8 >_ � a-.- o equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT c ' °'�' `°`� ° 0 3 Insulation that upon installation readily confornis to available space according to UL 127. P 9 i - �� ✓� ! 3 = F 2 3 r „ shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam C j �`o S a a y w w TYP. ROOF CONST. ,�,,; density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be N y - � o, - provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) ► ems' __ `= 14 0-7 3 Roof underla meat _ ++ i ' C° 2 0 0 0 s - 0 ° Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heating and cooling equipment shall be sized in accordance with y 2 x CJ W/ INSULATION I i ,� ' 1 ;+ .s i;'@-0 the system from 55 F to 85 F. preprogrammed thermostats be manufacturer g gsealed to drip ed L= E o a ceiling/soffit shall be aligned with the air barrier, shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA p g AS p ' d L m� _ t, insulation and an gaps in the air barrier PER DRAWINGS Y g P g g Manual J or other approved heating and cooling calculation methodologies. z t°N � `- a`N L o t sealed. New or re lacement heatin and coolin a ui meat shall have an efficient OR HERS RATER r `"�; t a �'D= t - lu o 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value P 9 9 equipment Y i i 'j U N cc 0 co E a.- o c. of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ i Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 9 �� It I than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment Is Installed. Soffit see wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. pp y SEALANT - in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs shall be scaled. P g 15. N1104.1 R404.1 Lighting equipment Mandato non-vented in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. ( ) 9 9 (Mandatory) Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall late shall be sealed.The unction of the b completely fillip the cavity with a material having a thermal contain only high-efficacy lams p j 3' p Y g g Y 9 Y P top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall a .__I sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2) installed iir substantial contact and continuous alignment with the air Q Q barrier. WF-t Windows, skylights The space between window/doorjambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION 0� il) shall be scaled. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS Q ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'{db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingand extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 9 15 7.5 71.5 M 30% 45-55% 0 shall be covered with a Class I,black pernanently attached to the crawlspace walls. N W vapor retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) 0 taped. z Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) WINDOW N <( shafts opening to exterior or INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa, b I- LOCAL EXHAUST RATES TABLE M1505.4. (n unconditioned space shall be sealed. 24 APPROVED WINDOW -t RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT FALL PREVENTION 0 > U AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH � W SEGMENT DEVICE CONFORM TO ,� � � Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FINISHED FLOOR the correct density without any voids or gaps or Factors 4 3 2 1.5 1.3 1.0 RAMS HEIGHT ABOVE2 WINDOW FALL PROTECTION DIAGRAMS compression,or narrow cavities shall be filled by R312. FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR Z available cavity space. a. For system run time values between those given,the factors are pennitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED Garage separation Air scaling,shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. FLOOR AND GREATER THAN S ABOVE THE FINISHED g p € P g g GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b. Extrapolation beyond the table is prohibited. COMPLYAS FOLLOWS: �s+ Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal H envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M1505.4,3(1} A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation slu<all be cut neatly to fit around wiring and - WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 3 2 2 2 WINDOW OPENING CONTROL DEVICES: CONTINUOUS ' AIRFLOW RATE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on REQUIREMENTS installation readily conforms to available space shall PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO - E""I a extend belundpiping and wiring. NUMBER OF BEDROOMS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE � TO MEET EGRESS R310.2.1 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tabs shall be n p•' o c""k°"`i ".,i exterior wall showers and tubs shall separate them from the showers and insulated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 tubs. N1101.14 (R401.3) Certificate (Mandatory) cl (square feet} H kn Electrical/phone The air barrier shall be installed behind electrical or Airflow in CFM box on exterior wall communication boxes or air sealed boxes shall be installed. HVAC register HVAC register boots that penetrate building thermal < 1 A permanent certificate shall be completed by the builder or other approved party and posted on a wall U -= in the space where the furnace is located a utility room or an approved location inside the building. 30 45 60 75 90 � pp g. ,.�,// x •� N � boots envelope small be sealed to the subfloor or drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. The certificate shall indicate the o t M ct Concealed When required to be sealed,concealed fire sprinklers shall 1,501 - 3,000 45 60 75 90 105 „� to INp 04 predominant R-values of insulation installed in or on ceilings roofs walls foundation components D sprinklers only be sealed in a manner that is recommended by the i ,.Y"� q " manufacturer.Caulking or other adhesive sealants slu<all not R, °, , ,,,,, v,,.,, ,_s i,°,° such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; " H v be used to fill voids between fires sprinkler cover plates and 3,001 - 4,500 60 75 90 105 120 i � i, I) one { ;;a��•, i<,� A p p U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results r r'"'°""" "'frc'f from an required ducts stem and building envelope air leakage testing performed on the building walls or ceilings. 4,501 - 6,000 75 90 105 120 135 Y q Y g p g g p g' � � IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6 001 - 7,500 90 105 120 135 150 Wall Access panel covering the largest area. The certificate shall indicate the types and efficiencies of heating, , -,,, r cooling and service water heating equipment. Where a gas-fired unvented room heater, Weatherstripping and insulation , t1� furnace, oraseoar 0 electric f baseboard electric heater is installed in the residence, the certificate shall O Detail O, py,EV�� ., > 7,500 105 120 135 150 165 indicate gas-fired unvented room heater,„ "electric furnace„ "baseboard baseboard electric heater, - �. 3 2 as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, For SI: 1 square foot = 0.0929 m , 1 cubic foot per minute = 0,0004719 m3/s. electric furnaces and electric baseboard heaters. 74'-01/z" 25'-1'/z" 33'-0" (2)ANCHOR BOLTS IN EACH CS-PORTAL DROP TOP OF CONCRETE FRAME WALL ABOVE AS REQUIRED FOR 4'-6" SECTION-SEE SWING DOOR,SEE PLAN DETAIL 3 ON PG 2 FOR SIZE ---------------------------------------------------------- --- ' 23'-5'/" ; , 3-Corner studs, ' � connected to 3-2X � ' transfer shear Framing members load TYP. HDU2 UNEXCAVATED 2-16d Nails W/ (6) 1/4" X 2-1/2" SDS SCREWS TYPICAL GARAGE SLAB ; - (2)ANCHOR BOLTS 4" CAST-IN-PLACE SLAB 6" O.C. o - o IN EACH CS-PORTAL W/6X6 W4.0 X W4.0 WWM W Simpson 5/8" threaded rod ~ M FRAME WALL ABOVE 'n ti U N PITCH SLAB-1l4"FT TO ' SECTION-SEE GARAGE DOORS ; z coupler-nut and SSTB DETAIL 3 ON PG 2 anchor bolt thru-box and W inbed into concrete 0 Preservative-trea d foundation and framing. _ ROP TOP OF CONCRETE barrier required for AS REQUIRED FOR W GARAGE DOOR,SEE PLAN �/ connectors in contact FOR GARAGE DOOR SIZE ; ry W with treated wood r Q ' 7'-11'/2" T-11'/" SIMPSON HDU2 HOLDOWN > J 6E' O BOX FRAMING NTS > 0W = a , I1 M ------ ---------------------------------- ----• - 0 30X24 SLIDER ----••------------------ ---- O-- (O (2)ANCHOR BOLTS 6'-9'/" 13'-10" ° ..................•--•----------------------------------------------------........-- ------- ------------• - ------ -------; ; __ n 0 IN EACH CS-PORTAL z wloll 10 w ' FRAME WALL ABOVE o SECTION-SEE __ �, EXTERIOR PATIO SLAB 3-Corner studs—, DETAIL 3 ON PG 2 cn ; 6"4000 PSI CAST-IN-PLACE SLAB a ; connected to W/6X6 wl.4/wl.4 WELDED WIRE MESH = _ LL ; v 0 , 3-2X '- ----------------- `o ON GRANULAR COMPACTED ILL. \ ao E.o F ' 71. ° N ; PITCH SLAB AWAY TO DRAIN "' ' OUTSIDE BASEMENT ENTRANCE y transfer shear N _ ° Framing members , O , , ' oE � load °� ; o ; 8"CONCRETE WALL ON MIN 16"X 8" m Cn m m 2'` o n o ;L �.__ wE °w 2-16d N s TYP. HDU5 ' I 33-0 14-3 "DRFOOTING WITH 4"CONCRETE LANDING& c r u, r ; ID C o ; ; ; 1 ; 4"DRAIN TO DRYWELL,CONCRETE STAIR o @ a c y c 1 b " ; AYS. S HANDING RAILRPER R3S1.7I8W34"38"ABOVE c� uO 0.1 m o.Lo @ 6" O.C. Holdown _3"SLAB LED - , ------------------------ p ; NOSING. 36"HIGHGUARDRAILON :° ° a °'N o `� a o ----------------------------- - -------------------------------------•---•-....------ r- TOP OF CONCRETE WALL. _ E o. $� o y Y (3)1 3/4"x 14"LVL • [ =(3)1_3/4-x 16' ----------------------- \" = un c `o coo v o 3 - - Simpson 5/8" threaded rod --------------- ' BEAM POCKET TYP. °� -,----------- --- - - -- -- - -- o o w N•° 3 L = c 3 ° p ----- -- ( ) ------•----- --- ------------------------------------------------------------------------ ----------�--• BEAM POCKET o "o " o L m w coupler-nut and SSTB 30X2 SLIDER 1 T(� P ; ; N a u a.�. °c 0 �w N rn anchor bolt thru-box and TYPICA >�N _ 5'-0" 5'-0" HDU5 O UP t r = c m N 0 3 0 inbed into concrete _ ; " HOEDOWN UNFIN. BASEMENT _ co E foundation and framing. ; e ;DN 3" ° o ') ° U " = = y 4" CAST-IN-PLACE CONCRETE I O g BARS.GRILLES.COVERS R310.4 Y E'-•E r uS v =U = Preservative-trey d o0 - 4-4 SLAB INSTALLED IN z = c CO BARS,GRILLES,GRATES OR SIMILAR I 4 BO t '�= m s= C o O ' �' , 0�0 � = aEm mvcm ° .. ° barrier required for DEVICES ARE PERMITTED TO BE PLACED ; 2X4 FRAME AROUND SECTION R 06 WITH CODE _ L o = = = = o o =- o q F STAIRCASE FROM FLOOR � ° � C0Cr F mEn.._ ° a OVER EMERGENCY ESCAPE AND RESCUE -..._._..__. nl o I rn F.D. TO CEILING. TREATED SHOE ° U) ;n connectors in contact OPENINGS PROVIDED AS FOLLOWS:NET PLATE AND GYP.WALL BD EXTERI p LIGHT CLEAR OPENING SIZE COMPLYING CD __ _ i ; INSIDE FACE OF WALL MIN. � -J I `o ABOVE 1 with treated wood WITH R310.1.1 TO R310.2.3 AND SHALL _ J o ;N , ' C) N ATTACH RAILINGS.HANDRAILS BE RELEASABLE OR REMOVABLE M `r "N 34"-38"ABOVE NOSING. - LL - LO ' FROM THE INSIDE WITHOUT THE USE N' \ o � o� SIMPSON HDU5 CORNER HOLDOWN o s T � I . OF A KEY,TOOL,SPECIAL KNOWLEDGE p C9 o n , (Cif, BOX FRAMING NTS OR FORCE GREATER THAN THAT REQUIRED ; _ z' �w cV � R302.7 UNDER-STAIR PROTECTION � ; FOR THE NORMAL OPERATION OF THE o q F • YZ N 00 ENCLOSED SPACE UNDER STAIRS THAT F N I N ' ISACCESSEDBYADOORORACCESS ---- ESCAPE AND RESCUE OPENING. , ;co ' O7 � cn � PANEL SHALL HAVE WALLS,UNDER-STAIR TYPICAL INT FOOTING/COL , M 6 SURFACE AND ANY SOFFITS PROTECTED 36"x 36"x 12"THICK M ' ICD n ON THE ENCLOSED SIDE WITH CAST-IN-PLACE CONCRETE ' ____________• ; 112-INCH GYPSUM BOARD. FOOTING W/4-#4 REBARS EA.WAY I ' , &4"DIA STEEL COLUMN o 60'-41 oP `"' B 8'-7'/z' 8'-7'/2" 8'-7'/2' 8'-7'/z" 8'-7'/z" 8'-7'/z' 8'-7'/z" 3'-0"; ~ 10 10 ; i io" , R-21 BATT --"'"- LADDER&STEPS R310.2.3.1 i FBEAM P CKET(TYP.);-- - " „ - INSULATION ------ -- - ; 11 HORIZONTAL L R310.EA A3 N______ _____ __ VL (3)1----- ---- - --------------LVL; DEPTWIND�GREATERW WELLS T/HAN441NCHESITH L WINDOW WELL R310.2.3 `"---- (3)1.3/4 x11-1/4"L�� fi -T-_--_"--T--_-__---"--"__ -"-_-_"T--�___- -----"--T- _--"T_---""--"_-_-- -_-"�" f - ------- ------------ - - ---• ------------I- - - -------------------,- ' SHALL BE EQUIPPED WITH PERMANENTLY MIN 9'-0"SQ FT.WITH A ° WS/INSUL ,2 ;� ' AFFIXED LADDER OR STEPS USABLE ; I--__. : , _ _______ - BEAM POCKET( YP.} HORIZONTAL DIMENSION _ B T T WITH THE WINDOW IN THE FULL OPEN OF MIN 3'-0"TO ALLOW FOR I UP U_ ° POSITION. RUNGS SHALL HAVE AN �' 0 U ° ; u-) INSIDE WIDTH OF AT LEAST 12 INCHES EMERGENCY ESCAPE AND ; ; w U ; ; > _ O RESCUE. LADDER SHALL BE ; .N I O FINISHED co `� ❑ SHALL PROJECT AT LEAST 3 INCHES ° - PREMITTED TO ENCROACH - VESTUE3LE FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 6"INTO ; \ `o I 00 _ ; ; w _ N W TYP EXT WALL NOT MORE THAN 18 INCHES ON-CENTER REQUIRED WINDOW WELL ; ; H x N o \ ; ; 0 \ O Q VERTICALLY FOR THE FULL HEIGHT OF DEPTH. �' I -' r" -' N THE WINDOW WELL. O I ° 8'-83/" c� -°° `o Cn Z 0 g M N W Q TYP.FLOOR CONST O _ - ( ) (3 aD ' " ~ uJ l _ LL • 3 1-3/4"xll-1/4 L L - )1-3/4"x11-1/4"LVL I ago n ; ; _ Cn LLI Q o ~ N I 9'-0" 9'-1'/z" to a 00 > •---------------------- --• N �'' ; ; ti W (;2)2x6 P.T.SILL PLATE VW/MIN. _ I _I 'n 7 < TYPICAL ANCHOR BOLT -R403.1.6 = __ U_ ~ ; MAXIMUM SPACING: 1/2"'@ 72"O.C. -- ------------�•-- --� J cp EMBEDMENT OF 7"WITH NUT&WASHER. ¢ o I o I ' 2,BOLTS PER PLATE AND HOLD AT LEAST 30X24 SLIDER ONE BOLT 12"MAX AND 3-1/2"MIN OFF DIRECT VENT LL ' I ;-LLj'---""'""'-� , HEATING SYSTEM _ x ; ENDS OF PLATES. I �O ' ' INSTALL IN COMPLIANCE ^ � I v L T-T'SHIELD&SILL SEALER TYP. s ; ; W/RESIDENTIAL,ENERGY „• ; &MECHANICAL CODE i X , , m ; 10 ' TYP.CONC.FOUNDATIONc - � � MAINTAIN REQUIRED SEPARATION � M I �, = ------: ; � O DISTANCE FROM ALL HEAT PRODUCING EQUIPMENT TO -" -,-"""""""-- ""---""--""--- �- COMBUSTIBLE MATERIALAS PER cv `— MANUFACTURER'S SPECIFICATIONS v I ' _- _- _ _ ___ ; ; I� BOLT DETAIL ; AND LATEST MECHANICAL CODE, ._. "SCA10EbG� N------ ---- -- _�. - ----------------------------- ANCHOR ; ----------------------------- V1 e "3"SLAB LEDGE N SCALE: 1/2"= V-0" -- - - EXTERIOR PATIO SLAB 11 T' , 11 1 ' 11-1 j 6"4000 PSI CAST-IN-PLACE SLAB Cn GAS BOILER 13 4 M 9-0 13-6/ W/6X6 wl.4/wl.4 WELDED WIRE MESH E"`I a � ON GRANULAR COMPACTED FILL. 1 Q 10" _ __ _ PITCH SLAB AWAY TO DRAIN 11 TYPEXT.WALL ---------------------- - ---- ----- I U O---------------- -------------------- ---------------- o Cti C � M SILL PLATE u) TYPICAL FOUNDATION - ( 9'-0" WALLS ) Ix oMlo 0 ULI IN ACCORDANCE WITH CHAPTER 4 4-73/ 4-73/ 8 5 r N Q 10 CAST-IN PLACE WALL WITH 2'_0" 10'-0" 9'-3'/Z" 15'-0" 9'-0" 13'-6'/2" 15'-2'/Z" 3'-0" TYPICAL ANCHOR BOLT -R403.1.6 � > HORIZONTAL REBAR: PER TABLE R404.1.2(1) a/ � o � M � MAXIMUM SPACING: 1/2"@ 72"O.C. ` ,. Greater than 8 foot Wall Height: One # 4 bar within 77'-o'/z' `!' �° EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. '` 'a' 2 BOLTS PER PLATE AND HOLD AT LEAST 12 Inches Of the top Of Wall and One #4 bar near ONE BOLT-12"MAX AND 3-1/2"MIN OFF ''�- the third points in the wall story. A TYPICAL ANCHOR BOLT -R403.1.6 -��� U ENDS OF PLATES. MAXIMUM SPACING: 1l2"@ 72"O.C.EMBEDMENT OF 7"WITH $\5 J ;. VERTICAL REBAR: PER TABLE R404,1.2(8) 10 NUT&3"SO WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST R y'G TYP,CONC.FOUNDATION ** ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. #5 @ 36 inches on center. j ON 20" x 10" CAST-IN-PLACE CONTINUOUS 1. Walls 24 inches total length or shorter connecting offset braced wall _ panels shall be anchored to the foundation with not fewer than one anchor bolt WALL FOOTING, W/ 3- #4 REBARS CONTINUOUS. t FOUNDATION PLAN located in the center third of the plate section and shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) ANCHOR BOLT DETAIL 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE „ SHIELD, ALL FOUNDATION FOOTINGS TO SCALE: 3/16" = 1'-0" "� 01'9G1© Q`�-. 2. Connection of walls 12 inches total length or shorter connecting �'�o 1 �•;; SCALE: 1/2 = -0 TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP FINISHED VESTIBULE AREA 69 sq ft. offset braced wall panels to the foundation without anchor bolts shall be permitted. N��dJ�. The wall shall be attached to adjacent braced wall panels at corners as shown in FOOTINGS IV TO 2H• Item 9 of Table R602.3(1). (Fastening Schedule) �_ Pre-Fab/ Factory Built Fireplaces 25-1%" In accordance with chapter 4'-6" 10, factory-built fireplace inserts shall be UL listed and labeled and shall be - - - - - - - - - - - - - - - - - - - - - - - - installed in accordance with the 3'-0" conditions of the listing. Factory-Built o I 72-2xl 0 I fireplaces shall be tested in accordance M 1 24'-2'/2" 1 with UL 127. Hearths shall be installed in ---------------------- I accordance with the listing of the I o GARAGE� I DWELLING GARAGE 0 Fireplace & in accordance with NYS code I z ; SEPARATION IN o o o ACCORDANCE WITH N N for Hearths & Hearth extension. I N � 1 TABLE R302.6Uv All Fireplace shall be equipped with an o I w N SEE DWG-1 FORTABLE 1 exterior air supply. Exterior air ducts I Q N INSULATE WALLS W w I a. COMMON WITH LIVING 0_ shall be UL listed. Factory Built Chimneys I " AREA. z shall be in accordance with chapter I in C, g I 10 Section R1005 Factory Built Chimneys. x PROVIDE:HEAT J 0 l a DETECTOR PER R314.2.1 cv U O I N i a o I ----------------------- 2x12 RIDGE CODE COMPLIANCE STATEMENTS: ----- N k2 " N�NV I 4 W ---------------------- I minimum I ° I 1. The windows selected for this project shall meet 10 -A-VC------ �� � 1 the egress requirements of R310. 1 z ,� W C0 1 Z 2. All windows shall meet Section R308 Glazing and 1 N .,��" ' ' 2F L o w N 48'-11" W R308.4 Hazardous locations. o I N j�� a�'� of cc, I 0 3. Windows were required shall meet the Window Fall I W i X Z g I 33'o" 15' 11" �- Q M O protection requirement R312.2. I R302.5.1 OPENING P(20?ECTION. o i \ N X 9'o" 15'0" 9'0" 8'5'/�" 7'-5'/" W 4. Bathroom windows shall meet the hazardous INSULATED SOLID GdRE STEEL x N �/ 7 I DOOR,20-MINUT FIRE RA D. I 7'6" 7'6" L.L.. W Z glazing requirements as per R308.4 I X WEATHER STR PPE4 N I 1 o W/SELF CL�d51NG DEVICE. Q ~ 5. Stairs, landings, railings & guards shall comply - - - 2x10 RAFTERS 1s"�. , I with R311 & R312 o I \ 2x10 RAFTERS Carl 16"0c ! ' I W 'J 6. Outside lighting shall comply with RE 3803.3 Cl) 1 2 2x10 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C/) Q 7. Stairway illumination shall comply with R303.67 ' 2 z°10 Tv 3o52 3 Q W = LOCKERS - - in J and 8. F reblocOki 8 shall comply with R302.11 thru R302.11.2 2�10 RAFTERS i6" 3'_0" STORAGE ii�N o (3)1-3/4"x 9-1/2"LVL 6X6 POST FINISH (3)1-314'k 9-1/2"LVL \ \ {2)1-3l4"x11-1l4"LVL / I .4x4 POST a'o" g pY I _ l I / Q � � - - - - - 9. Draftstopping shall conform to R302.12 thru R302.12.1 I / c 2-2x1 t �° TO 12"x 12" - - - - - - - - - r - -------- Q ° ° COLUMN W/ 15'0" 1 10. Flame spread and smoke-developed index for walls N Q/ En AZEK TRIM BIDS 1 0- and ceilings shall com with R302.9 thru R302.9.4 r EJ w \ 1 Zx10 R 'FTERs 1s"oc 9 pY � 2'-0" N aU U) COVERED LANAI o `? o `+/ (n � LL O CONCRETE DECK CJ \ 1 2x6 CEILIN JOISTS @ 16"op �„ 11. Flame spread and smoke-developed index for colIx / a 2x4 COLLAR TIES @ 48"ocFAN I� N insulation shall compy with R302.10 thru R302.10.5 VENT CLOTHES DRYER I / Lop �L°/ ® /` N co zEn 11. Recessed lighting fixtures rated for IN ACCORDANCE WITH Q �O, 'L+a� c� d \ I BEDROOM#1 I o o m.N g 9 I r� w 2X6 1.5E TMBERSTRAND I o E N CHAPTER 15-CLOTHES MUD ROOM o z� � 2'_g" U LSL STUDS 12"OC \ I 11-0" TRAY CL ,, m� rn� o � membrane penetration shall meet ASTM E119 DYERS EXHAUST. I 9'-0"CLG HT X d @ l m c w m ° 0 L and Flre Stopping as per ASTM E814 or UL 1479 I N ° 6/, M N COT0P/BO1TON4 PI ATENNECT W/(3) 16d NAILS l W i 17 o m o N \ I L �, o 12. Exterior Decks shall comply with R507. cc 2-2x10 V 5'-8" ' FHSWP FHSWP FHSWP 1 1 c c p Y I g'_0" I FWG80611 L FWG80611 L _ \ p l � I �� 1 •�� o� o ° - - - - - - \ I 1 m o ° o `o m o „ m o TW28410 3-2xl0 I " I I ` o B °Y m GUARDS R312.1 iC _ _ - - - - - r 1' 1 (2)1 3/4"x11-1/4"LVL (2)1-3/4"x11-1/4"LVL \ \ x l / k c � v> a o C O lfl•ul.� O C 3 I \ I NLiq O L GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF 5'-0" 5'o" 1 ;---- 1' I TYPICAL �,a. _ w N l l HDU5 0 �` c� 1 w@cc� m N o w - c OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, I I, I HOEDOWN \ o : I I r= g m w t' 3 10'0" ao ? ti ' ao c O `o c o a U C O Q U Q._-- RAMPS AND LANDINGS, THAT ARE LOCATED MORE I -- - Il ll 1 �'dta\ ti+ I I I v ° =w w = �, �;.s w N r O _ '�C 1 M L'V.N � 2 L= E E n. THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR 1 2 10 RAFTERS 1s°oc 1 - - - - 7 - � ` 2._ 0 �_ �� =0to T I i to... z.c Q c m c m o OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES I o U ll , t a i ° °= N /, \ = O » C L c O O V N , O , I F- U to (D � F- f4 E d C O d HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. I w I = = =-- 1 INSECT SCREENING SHALL NOT BE I " 00 W � I GREAT ROOM io m I,U_ U_ OPEN TO ABOVE LIN 1"? CONSIDERED AS A GUARD. I O 1 ; N o ¢¢ q N CIL o lil 1 ^ o I' -' i N UL LISTED GAS N 2'-0" 81- HANDRAILS R311.7.8 1 Ln 0 Il 00 a J II " PRE-FAB FIREPLACE " '° 3'/-" 3Yz" 5Yz' GLASS DOORS& zo HEARTH EXTENSION 9'SOFFIT W M x AS PER RESIDENTAIL FAN HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE I I, r ti ,I CODE-CHAPTER 10 at SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. I N � �� 1 C I VENT TO EXTERIOR N v vi FLAT CLG MASTER BATH = " 1 o i c00v N 1 @ 8,0„ 11'0" CLG HT l I o 1 NOTE: GLAZING HAZARDOUS LOCATION: R308.4 00 KITCHEN i II -_ _ - 2x12 RIDGE CD LL Ico r M 9'-0"CLG HT 1 _ N W I INCLUDING BUT LIMITED TO THE FOLLOWING: `° o I lI l 31'-4'/" ^ 1 i - -- --I 17'-7/„ 13'-3'/�' 4'0" 13'-8'/z' SAFETY GLAZING (TEMP GLASS) IS REQUIRED 1 1 ` (3)1- 4"x 9-1/4"LVL GUARDRAIL (3)1-3/4"x 9-114"LVL Fn I AT GLAZING IN A BUILDING WALL ENCLOSING _ _ _ _ _ _ _ _\ _ _ _ _ _ - _ _ -^- - - - - - - - - - - - - - - - - N 1 BATHTUBS AND SHOWERS WHERE THE 1 8'-10" 5'o° s' v' ' 8' 1" 10' co 4°x 8'o° 2's BOTTOM EDGE OF THE GLAZING IS LESS I 5'� ; o THAN 60 INCHES ABOVE A STANDING I up I. HALL Q Pdca m q I PANTRY � co ; I `� (� iv ; Attic atce$s I 1 zo i O e o N SURFACE AND DRAIN INLET. N A R IL; co c o BALC_ON_YLINE_AB_OVE I, o I 00 N AI (2)1-3/4"xl1-7/8"LVL FLUSH o U c� C. WET SURFACES: R308.4.5 I +�`Q ' 3'_011 X4 POST I = `° 1 0 GLAZING IN WALLS, ENCLOSURES CONTAINING I l 0 s' 11" 6' 1 N w D N O O cV ~ WHIRLPOOL, BATH TUBS, SHOWERS, 1 , , ; `° ,�+� L Ln W Of N ZZ o WALK-IN u, SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM �- aM x;'; f '� �� ctosET I ci Q EDGE OF THE GLASS IS LESS THAN 60" `� ® N 5'o„ Il,^ o o Z g 9'-0"CLG HT F- N CV i'i K c n -O I U) LL1 LLI MEASURED VERTICALLY ABOVE ANY STANDING OR 2-2x10 ilia zo °o W U `9 I = J WALKING SURFACE SHALL BE CLASSIFIED AS (2)1=3/4"x11-7/8"LVL FLUSH i v 15'0" C� > Q - co x 5'/' Ui U PER TABLE R308.3.1 1 AND R308.3.1 2 U -BALCONY LINE ABOVE. FAMILY ROOM ti 2-2xI0 N`"� 2-2x10 Q IY (n ( ) ) Z/ _ _ -T5�/2891 _ o I TEMP GL i i 9'-0"CLG HT Ln TW3052 ® `� TW3052 J FOYER i,i - - _ - EXCEPTION: GLAZING THAT IS MORE THEN 60" OPEN TO ABOVE rz I MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, 5's�iz' 3'-6" ° 14'-1" v-61W 00 12'-10" 7'-6" I FROM THE WATERS EDGE 5'/; g 5'iy �, 5'/z" 5'/z' 2 6 RAFTERS 16"o o = o i 3-2x10 Ln \ 2 4CLG JSTS @ 16"oc; • r BEDROOM#2 °c ' ' ' I SAFETY GLAZING IS REQUIRED ADJACENT TO � 9'-3i' 2- 12 TW3052-2 �� STAIRWAYS, LANDINGS, AND RAMPS WITHIN � 9'-o"CLG HT En �+ 7 1 I c ~ 36 INCHES HORIZONTALLY OF WALKING SURFACE 2 FWH60611APLR o W� Asti%o � COVERED PORCH F- o OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM CONCRETE DECK Q J M TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN 5'/�" M; 16X6 POST FINISH -1 -� N x + Q1 „ x „ N N I EXPOSED SURFACE OF GLASS IS LESS THAN �___________ __________ 3-2x10 __ (3)1.3/4_x9_1/4-LVL- ___ _____ � TO 12"X12 60 INCHES ABOVE THE NOSE OF THE TREAD OR WALKING SURFACE. TW3052-2 L -- __ I COLUMN w/ - --- - -------- -- ---------------------------------- ----------------- AZEKTRIM BIDS TW3052 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'y ,� w cd TRIPLE STUD 7'-6" 7'-6" 4'-31/," 4'-83/." ' FLOOR TO FLOOR r- C R312.2 WINDOW FALL PROTECTION NOTE: HOI DowN 15'o° 9'o" s'-4° s' 11'�z' 15'-5vz° '; � o TYR HDU HOLDOWN FLOOR PLAN VIEW /� FA TOP OF THE WINDOW SILL SHALL SEE ADDITONAL DETAILS ON DWG 2-3 52'-9" ® h� Z3 BE A MINIMUM OF 24"ABOVE THE FINISHED WINDOWS, EXTERIOR FRENCH & SLIDING DRS �/ o M ct FLOOR AND GREATER THAN 72"ABOVE THE Plans indicates ANDERSEN series 400 Tilit Wash Ln �o Model Numbers and shall be In accordance with R609 +$ "" FINISHED GRADE OR OTHER SURFACES A O Smoke Detector BELOW ON THE EXTERIOR SIDE OF THE To be designed & installed as per manufacturers %10 9'-0" PLATE HEIGHT BUILDING. SHALL COMPLYAS FOLLOWS: specification for 140 ultimate design wind speed Carbon Monoxide Detector <U and Table 301.2(2), 301.2(3) [NY]915.3.3 Residential Buildings and Commercial Buildings 1ST FLOOR PLAN Refer to DWG-1 General Notes F ` mA� Provide HP LOW-E4 glass; U = .30, SHGC - .30 With an Attached Motor Vehicle Related Occupancy _ R312.2.2 WINDOW OPENING CONTROL DEVICES: - - SCALE: 3/16 - 1'-0" In accordance with Section 915 of the ,N Ua WINDOW OPENING CONTROL DEVICE SHALL EGRESS: shall meet R 310 Carbon monoxide detection shall be installed in a central or otherwise approved WINDOW FALL PROTECTION: shall meet R312.2 location in each occupiable space in a commercial building and within 10 feet of 2020 I FC., R314, R315 of the Residential COMPLY WITH ASTM F 2000. THE OPENING < Substitutions made upon meeting Code. the entrance to sleeping areas and sleeping units in residential buildings AREA SCHEDULE DEVICE AFTER OPERATION TO RELEASE THE p g and commercial buildings that: p g g code Of NYS -0 DEVICE SHALL ALLOW THE WINDOW TO See page one, general notes for additional g NAME AREA code requirements. 1. Have a communicating opening with an attached motor vehicle related occupancy, FIRST FLOOR AREA 3107 s FIRE BLOCKING SHALL BE INSTALLED .:41�(4 FULLY OPEN TO MEET THE CLEAR OPENING q t. y AS REQUIRE TO MEET EGRESS R310.2.1 2. Share one or more common walls with an attached motor vehicle related occupancy,or GARAGE AREA 670 sq . IN ACCORDANCE WITH R302.11 3. Are located one story above or below a motor vehicle related occupancy. THRU R302.11.2 AND DRAFTSTOPPING SECOND FLOOR ARE N 674 sq PER R302.12 THRU R302.12.1 FINISHED VESTIBUL AfU99Psq r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II II II I , , I I , � I II � I II II II II I , 11 1 , 11 I , II I , II II I � I , II I , II I , I � I , 11 II W II II II I , tl I , 11 11 W II II 11 II II I ' II , , 111 II , , ' ' II II II n O I _ I - - - - - - - - - - - - - - - - - - - - r _ _ I - - - - - - - - - - - - - - - - - - - - - - 1 0- O 0 I I I I I I I I I N II N c , I II II I I Qo Hai II N v o f e E E f0 w la -0`oL it II II II = D)a �cmcNo I I 12'-10" 15'0" 9'-0" I 1 '0" I o ` c `o o N m e o m ° o- c co o m II II SZII I I maUico c � c— ° II II II 1 3•0.9 .0 °U� uoo nu 0Je o- c NY cUaY I ` - 1 u FHSWP CX14 3 FHSWP -- - - - -, 1 ' y ° 3 -c c E Z'3 o CX14-3 FHSWP I I I _ (2)1-3/4"xll-1/4"LVL (2)1-314"xll-1/4"LVL "� ' ' ° ° c°� En ° c a N L� I I 1 cm �o,,� Nm I I 1 I I c a .c h a 08 3 U S I I I 2X6 1.5E TMBERSTRAND I 1 c'o o° ff o o `�° C I I I LSL STUDS @ 12"OC I I r'� ° t° r= E 2 c a I I I I I � Z c� Q V) c �M o I I m c� OL N I I I I L O » O L C N O U w fll I I I 11 F- s, Nmo- F- mEEL on I I o too I I I I I �� I I 1 ff C/)U) L , 1 , I W p W \ I I I O z Of OPEN TO BELOW I WO I ex tJ U I I I I I I NCD 1 I x I I i I 11 I 1 i1 I I 5'-2" 30'-11" 1 1 3%" BEARING B ii i WALL 10 (1)1-3/4"x 14"LVL RIDGE BOARD — , 1 i- 7,`— —-— 13T-3'/,'— —I iN I (3)2 X 12 W/2-318"X 11"STEEL PLATES I ' GUARD IL' - --_ --___ _-_- ,�, Y I ch 8-4' 4'-4Yz' I ' I 30'k2YA,? 1 1 I min hum Lo :HA NJ RAIL: / FAN Alticacce�s _N I , GUARDRAIL ® co I I I NO O ' L - - - - - - - - I � � 2'-4" 2'-4" - - - : I N Z - - - FAN DN 0 0 0 I N U) 1 ® ' 1 co �'co 1 I , f LLB -10, BALCONY �� I I c J LIN cI U)\ I I 0 > Q 2'-4" C N 7ETERS W O EI ' Q U) `'' o GUARDRAIL < (9 1zg BEDROOM#4IJJLu ONaD X L — - - - - - - - — - - - - - — - - - ,2x10 R16")c ��o� N N 1 2x8 CEILING JOIS @ 6"oc 1 / 2x4 COLLAR TIES 4 "oc \ BEARING 1 T h WALL 13'-0" 1 / 11j BEARING -2x10 i BEDROOM#3 WAL ti OPEN TO BELOW TW3046 2 1 I , ✓ 00 2-2x10 - - - - -� _ _ , I , I 3'-7" 6'-11" 3'-7° � - - - -I - ,- - - - - - -2- - - - - � � a 1 2'-4" 2'-4" 1 1 SEAT 1 2-2x10 `� � 1 I 1 FFF-aaa .- -- - - 1 - - - - - - - - TW3Q410_2- 1 R312.2 WINDOW FALL PROTECTION NOTE: TOP OF THE WINDOW SILL SHALL R802.8.1 BRIDGING z� oo BE A MINIMUM OF 24"ABOVE THE FINISHED RAFTERS AND CEILING JOISTS HAVING A DEPTH-TO-THICKNESS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL DIMENSIONS 4-3/, 4-8/, m FLOOR AND GREATER THAN 72"ABOVE THE SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, Qr o , M FINISHED GRADE OR OTHER SURFACES DIAGONAL BRIDGING(WOOD OR METAL) OR A CONTINUOUS 15 0" 9'0" 13'-3Yz" BELOW ON THE EXTERIOR SIDE OF THE 1-INCH BY 3-INCH WOOD STRIP NAILED ACROSS THE BUILDING. SHALL COMPLY AS FOLLOWS: RAFTERS OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET 3T-3/.' ca'� G R312.2.2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL A 2ND FLOOR PLAN COMPLY WITH ASTM F 2000. THE OPENING 10 _ q DEVICE AFTER OPERATION TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO SCALE: 3/16 -_ 1I-0 , � �_ FULLY OPEN TO MEET THE CLEAR OPENING AREASCHEDULE AS REQUIRE TO MEET EGRESS R310.2.1 NAME JAIREA '� =NEV SECOND FLOOR AREAS 4 Sq TOP OF ROOF 12 1 7� TOP OF PLATE W U 12 IN, - - - - - Z 12 ao17 Q 7 o12 w t/1 T P OF SUBFLOOR w L TOP OF PLATE Q Q UFO Q 2 � ®®� E TOP OF SUBFLOOR OP OF FOUNDATIONEn E'° ---------, 0.9 c 0 Lm £ E s n y °w m LEFT ELEVATION = � ° � ° p U �G`t O C � co, C � i O� -O G C Z n O U m C fQ EMERGENCY;ESCAP _. °u rn °Z" ANP RESCUE; �aa cod oo - .80 SCALE: 3/16" = V-0" WINDOW WITH WELL o a `o Y m �m°m Y N y C O .O 7 d O 02 'N' TOP OF FOOTING c m " a c L °y rn — �.y t _ c--- - — — to- N2oa3 CO Ucn •C E 2 U Cp 0- V U U y O U O m N N C m 0 m c aE m ma f0 ° °w L p O a O L C m 0 f- U u1 L6 � f'- N E 0..� O O_ -_—_--- TOPOFR OF 12 1 1 1 12 10 w - —_— TOP OF PLATE N I- 1 o O N N Z co cn o Q Q 1 10 U) LLI coLl 12 T T r r r r Q (D w ---- 1 Q U) q 12 TO_P OF SUBFL_OOR - TOP OF PLATE i r T T T TT T T ---- - - _TOP OF SUBFLOOR TOP OF FOUNDATIO j a ---- — --- Qom' W o d '....� o FRONT ELEVATION M � SCALE: 3/16" = V-011 o N � •--i it TOP OF FOOTING �J 12 12 7 �7 W 12 12 1 2 W 9 12 Q �9 r 12 LL W z —4� 'Q — — — TOP OF PLATE W —� O O W = J M O 0- L.L U) N y C E•° TOP OF FOUNDATION ° co o, p N O L ` o Q D m O O U T -6 i C C a O R C t4 5 RIGHT ELEVATION �� a•�+L.•, p 'C O O N f6 O SCALE: 3/16" = V-011 00 ,� mo Ll � m � m c c c m w t 2- c w o 0 0 3 o TOP OF FOOTING c o a o o f t6 C ` Q to C N C m 0 t c aE m m•o Co o �w F- coy of m a• H m E a-`o n TOP OF ROOF uj - - o O -- - -- N z N 12 12 10 10 W LLJ � F J Q U) 12 5 TOP OF PLATE IG I H o — _�,, TOP OF SUBFLOOR U `4 M TOP OF FOUNDATION a) O ct -----. .---- W x M o REAR ELEVATION U a SCALE: 3/16�, = 1 �_0" •: Aqc ® � x TOP OF FOOTING 0 ' r R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENTAND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER N1102.2.3(R402.2.3}EAVE BAFFLE THAN 8/12,THE ICE BARRIER SHALL ALSO BE FOR AIR-PERMEABLE INSULATIONS INSULATION SCHEDULE APPLIED NOT LESS THAN 36"MEASURED ALONG IN VENTED ATTICS,A BAFFLE SHALL BE THE ROOF SLOPE FROM THE EAVE EDGE OF THE INSTALLED ADJACENT TO SOFFIT AND shall comply with 2018 I ECC BUILDING EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN Location R-value Thickness THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND OVER THE TOP Flat Cig * R-30 10-1/4" n n OF THE ATTIC INSULATION. Vaulted Clg R-30c 8-1/4" i 1 RIM n d TOP OF PLATE Floor(unheated space) R-30c 8-1/4" Floor(outside air) R-30c 8-1/4" -- - R-30 BATT Exterior 2x6 walls R-21 5-1/2" INSULATION air seal walls to pass 3 air changes per hour R806.3 Above grade attic walls R-15 3-1/2" MIN. 1"AIR GAP Foundation Rim Joist: R-30 12 BETWN INSULATION AND SHEATHING 60 All Glazing U = .30 SCGH: .30 g Doors-less than 50% glazing U = .40 W Door-more than 50% glazing U = .30 SCGH: .30 r I 12 �5 z ,'fi If part or the entire attic will be decked over with plywood, o r, TOP OF SUBFLOOR- - - — - — - — - - W the ceiling joists must be deep enough in order to fit the N — _ _ TOP OF FOUNDATION_ 0 batt insulation so that it is not compressed. If not then R-30C BATT Clg Jsts will have to be built up or upgraded to the next size. LO FLUSH LVL of W INSULATION W Other Specifications: R-30 BATT z Q • Windows: Us 0,30, SHGCs INSULATION 0.30 0 Q • 2: 100% high efficiency lighting (CFL's or LED's) KITCHEN o W J • s 3 air changes per hour ' b� MASTER BATH O • Z All Energy Star appliancesI E— GREAT ROOM F— O W = ENGINEERED FLOOR R403.6 Mechanical ventilation shall be provided that R-21 BATT JOISTS �- meets the requirements of section M1507 INSULATION 0 TOP OF FOOTING r) W L1_ IJ... R403.7 Heating and cooling equipment shall be sized in accordance with ACCA manual J by a e, _ TOP OF FOUNDATION certified third party rater. L 'a R-30 C BATT t E R802.4.6 COLLAR TIES b INSULATION D; 0) W m I.� o Q'o I\R302.13 FIRE PROTECTION OF FLOORS: A`e PROVIDE 1l2 GYPSUM BOARD ON ENTIRE A e w•c E r N o o WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, ►' CEILING ABOVE BASEMENT ATTACHED .2 m`o U C w T a;� TO THE UNDERSIDE OF THE JOISTS. a• ° _ o L) 5 n m 2 THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE y- o a) a o a) Co CI) FASTENED IN ACCORDANCE WITH TABLE R602.3(1). ' Q ` " " O1 Z" �t ° COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, ;e c;e o.a U o U u 15 o 0 SPACED NOT MORE THAN 4 FEET ON CENTER. b•• UNFINISHED p C a" o Y m m °' E Y RIDGE STRAPS IN ACCORDANCE WITH t a 3 t •E o C 3 TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. tea' BASEMENT A"14. c o a Co t c ,a� N� C TYR BASEMENT SLAB b t L.` - m •°6 a e. a e. • e. e. _e .• e. _• .. •. _ _• .. •. _ _e .. e. _ _e .. e• _e .. a. _ _e •. _e •. ry;a V O�� .06 Q �'� FL �•�• b,'�'• NCL7 .-• •C Q U! C N C C7 o E N 'O N 0 U.L.. Cn L o 0'O .L C w N I— � rnm � F— � En� oa R802.4.6 COLLAR TIES _---------CONTINUOUS RIDGE VENT SHALL BE NAILED with 4-10d RIDGE BOARD E��I O B TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION BOX NAILS IN ACCORDANCE _ WITH FASTENING SCHEDULE Class AAsphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, fasteners per manufacturers specification Glued and Nailed in SCALE: 1 /4" = V-011 and the NYS CODE. accordance with the fastener schedule. Underlayment as per section R905.1.1 & Floor joists and Bridging as per Code. installed per Table R905.1.1(1) Ice & Water barrier as per section R905.1.2 TYPICAL FOUNDATION CONSTRUCTION (Note: Double underlayment is required in accordance with chapter 4 1�2 j' 12 R for Roof slopes between 2 on 12 and 4 on 12) 3000 psi Air Entrained cast-in-place concrete 8 I / 2x6 CT @ 48"oc 8 JOINT CONE IS EL CONNECTION HE Framing As per plans with 1/2" exterior grade wall on cast-in-place Concrete Wall Footing per SHALL BE NAILED span rated structural plywood Sheathing, R403. refer to Foundation Plan for footing size & TOGETHER IN ACCORDANCE Nail to framing in accordance Fastener thickness. Concrete Horizontal and Vertical WITH TABLE R802.FOR ,2 Schedules & Strapping per detail sheet(s). Reinforcement per Chapter 4. & en note #6. (SEE DWG-1 FOR TABLE) p p g WITH SIMPSON H2AAT EACH Flashing per R905.2.8 Damproofing per R406. 2- 2x6 approved RAFTER To STUD. treated Sill Plates, Sill Seal And Termite shield per TYPICAL SOFFIT CONSTRUCTION. Section R318.Anchor bolts per Foundation Plan R806.3 18" overhangs-typical, 12" rake overhang and R403.1.6 1-1 12"STEEEL STRAP W/12-8d NAILS� 7.5" Wood fascia & 7.5" Wood rake boards.ON EACH CEILING JOISTS @FLUSH HDR MIN. 1"AIR GAP BETWN INSULATION azek" ore equal AND SHEATHING q INTERIOR WALL FINISH nn rn n �n I Metal drip edge per R905.2.8.5 Provide 1/2" Gypsum Wall Board on ceilings TOP OF PLATE ,)40 — _ _ — _ — _ — _ _ Fully Vented beaded Azek Soffits and walls except basement walls & clgs - unless N H noted. Min 1/2" Moisture Resistant Wall Board on04 FLUSH 2x10 BLOCKING AT �-21 BATT TYPICAL EXTERIOR WALL Ceiling and all walls in Bathrooms (humid areas) N z ® FLITCH PLATE s'o°oc R-30 BATT INSULATION 2X10 LEDGER 2x6 Doug-Fir Wood Studs @ 16" oc. and 5/8" cement board on walls and ceilings in wet areas. N Q BEAM INSULATION AG SCREW TO Double top Plate and Single Sole Plate. Provide 5/8" Fire Rated gypsum wall Board on walls I- STU DS @ 16"CC SIMPSON SKEWED 1/2" exterior Grade - Span Rated and ceiling located as per code, manufacturers UWj J HANGER @ EACH Continuous Structural plywood Sheathing. requirements and drawings. C� > �( 2X8 LEDGER _LAG SCREW TO RAFTER co Fastened per Fastener schedule. LI U STUDS @ 16"OC tyvec House Wrap or equal. Q U) SIMPSON SKEWED 12 hardie Siding clients selection R302.13 Fire protection of floors. HANGER @ EACH 12 ^�� g as per Floor assemblies that are not required elsewhere in this code to RAFTER 4 3 installed per manuf specs and NYS code. be fire-resistance rated,shall be provided with a N Cont. load path strapping installed in accordance 1/2-inch gypsum wallboard membrane, R-21 BATT _ _ _ TO_P OF -BFLOO_R p pp g %-inch wood structural panel membrane, INSULATION - n-nn,� n--- ;; with drawings. Provide Fire Blocking in accordance or equivalent on the underside of the floor framing member. TOP of PLATE with R302.11 & R302.11.1 and r h in Penetrations or openings for ducts,vents,electrical outlets, Draftsto pp g per R302.12 & R302.12.1 lighting,devices,luminaires,wires,speakers,drainage, piping and similar openings or penetrations shall be permitted. WRAP HEADER IN`_ AZEK BOARDS WRAP HEADER IN Exceptions: AZEK BOARDS 4"AZEK BEADED I 1. Floor assemblies located directly over a space protected by an KITCHEN automatic sprinkler system in accordance with Section P2904, PORCH SOFFIT ON I FURRING STRIPS 4"AZEK BEADED NFPA 13D,or other approved equivalent sprinkler system. W N ' PORCH SOFFIT ON o °' �..� c FURRING STRIPS o 2. Floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances. !— 3. Portions of floor assemblies O ENGINEERE FLOOR shall be permitted to be unprotected where complying with the following: 3.1.The aggregate area of the unprotected portions does not exceed C� Q� O JOISTSp p TOP OF SUBFLOOR 80 square feet per story I-�—� �r ��1 --I' - Fireblocking in accordance with Section R302.11.1 is installed along M @J UUUU d��� TJ �I v (; ' ^s, �' f. �' ':••�' the perimeter of the unprotected portion to separate the unprotected .� TOP OF FOUNDATION portion from the remainder of the floor assembly. l O 0 4.Wood floor assemblies using dimension lumber or structural composite 6 6 5 lumber equal to or greater than 2-inch by 10-inch nominal dimension LVL GIRDER R-30C BATT s4; d; or other approved floor assemblies demonstrating equivalent fire pe orma e. ct R-21 BATT I INSULATION D,, A ;• , .• R302.13 FIRE PROTECTION OF FL ORS: PROVIDE 1/2"GYPSUM BOARD O ENTIRE INSULATION CEILING ABOVE BASEMENT ATTACHED ' TO THE UNDERSIDE OF THE JOISTS. � AN RESNCE ES APE �; -a=', ACCORDANCE WITH R302 11 i•t� � �` � �tED �t �1 �6 OF THERESIDENTAIL CODE. ,WI OW WITH LL '• - e; b. UNFINISHED UNFINISHED °: e;• c�, BASEMENT FINIS BASEMENT ' SECTION A .e VEST a TYR BASEMENT SLAB — SCALE: 1 /4�� = 1 _011 �,. f e• TOP OF FOOTING dot + ;'N�r NF\s't'�v w z w 0 U � wiz � w o < UFO r J � 0 Z) 0,-- — 0 CL Cj� C/) y V) C E.� - C m N N 6 N O L w m ` o . ° d 15 L O VENTS: -0 2. ° UN � mm `O U f0 C C m U C N O P3103.1 ROOF EXTENSION o `o N R o 0 OPEN VENT PIPES SHALL EXTEND MINIMUM fi ABOVE m 2 c `o m f` a o c °3 O.U Y N— N �.y Nt w o $ L c•c�3 0 THE ROOF OR 6"ABOVE THE r'-- c•.,� t�' U N c N rnin ANTICIPATED SNOW ACCUMULATION. O w c c D m N o r- P3103.2WHERE FROST CLOSURE: �C.c w m 6� �C 3° WHERE THE 97.5%VALUE FOR � c� � Q' �o� o OUT-SI E DESIGN TEMP IS 0 DEG F OR LESDS.VENT EXTENSION THROUGH 05 � Mc vNi U)c 3R WALL SHALL BE LESS NN N O O LEC.)THAN "IINDIAMETER. ANY INCREASE oZ N.L ` IN SIZE OF THE VENT SHALL BE MADE m a m E n c o L NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. JL 4"VTR JL 4"VTR JL 4"VTR ROOF ; 2„ 1 1/2" ;1 1/2" ;1 1/2" 1 1/2" 1 1/2" ; 1 1/2" 2„ 2„ T 2 ND FL. 2" 3„ ; 3„ 2" CO ; CO 3 ; ; - - - 2" N W ; --- CD O 3„ ;1 1/2" 1 1/2 2" ;1 1/2" 3" 1 1/2' 1 1/2" 1 1/2" ; 1 1/2" ' 1 1/2" ; 1 1/2" 1 1/2" N <( WASHER DWC ; U) W LLI 72- 2" 2„ 2" 2" U) J Q 1 ST FL. Q U) 3" 2" 3- 3„ 2" 2" 2 CO ; CO ; CO CO r h ; BASEMENT H 4"FAI I ' 3" CO CO CO C To a New Suffolk County 4" rA Approved Sanitary Systemct W C--� PLUMBING RISER DIAGRAM p! W .� xM � Not to Scale � 00 ^ O � del � x � N v •-" 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 M 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS ROOF PLAN MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 SCALE: 3/16" = V-0" O Jh M M• � , 0, 1 rC� �g01� a BRACED WALL PANEL.a LL 0 BRACING METHOD 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-A 1-B 1-C 1-D 1-E 1-F 2-1 2-2 2-A 2-B J I I CS-WSP CONTINUOUS SHEATHING 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 >J WOOD STRUCTURAL PANEL 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP GB GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP c I > I DETAIL #1 ON DWG-2 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE P 9 co m � SHALL BE OFFSET NOT MORE THAN 4 FEET. 4'-0" 17'-1Y�' 4'-0" 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL BRACE WALL LINE SPACING(FT).b 22 22 12.6 22.5 22.5 11.2 18.33 22.5 18.5 29.25 29.25 17.08 12 17.08 41.33 41.33 29.25 29.25 CS-P F CONTINUOUS SHEATHING THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. PORTAL FRAME 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 48" 48" 48" 48" 27" 27" 27" 27" 27" 27" 27" 27" 33" 24" 24" 24" 24" 2-11 DETAIL#3,DWG-2 END OF A BRACED WALL LINE 4'0" 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 5.5 11 2.85 8 19 3 7.4 6.5 5 11.5 11.5 3.5 2.8 2.8 7.8 7.8 6 6 PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE CS-WSP I I CS-WS1yxyxXxXX GB GYPSUM BOARD R602.10.2.2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c / a. BRACED WALL NOTES: o � ' to 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 c� � 1 REFER TO DETAILS ON DWG-2 - - - ---- BWL 1-1 WALL DIAGRAMS AND DWG-FOR HOLDOWNS, G,BRACED 2. R001=SAVE TO RIDGE HEIGHT 1,02 1.02 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.02 1.09 1.02 1.18 1.18 1.18 1.18 ------ Cn -'-�-- - 1 - -- -- - -------�----------------L--- -- - --- FOR NAILING SCHEDULE. ALL BRACED 3. WALL.HEIGHT 1 .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 1 .95 1 .9 .9 .9 .9 i i WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL 4. NUMI3ER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1 1 1 1 OR HORIZONTAL OFFSETS. I BWL 5. ADDITIONAL 8001b HOLDOWN DEVICE na na na na na na na na na na na na na na na na na na i - - - - - BRACE WALL LINE 1 6. GYPSUM BOARD OMITTED na na na na na na na na na na na na na na na na na na I I W I U 7. GYPSUM BOARD FASTENING .7 .7 2 2 2 Z ---------------------- I w 8. HORIZONTAL BLOCKING IS OMITTED na na na na na na na na na na na na 2 na 2 2 2 Q RESULT REQUIRED BRACED WALL LENGTH (FT) 9 12 4.7 9.3 32 5 12.3 10.7 8.3 19.1 19.1 5.8 9.2 4.6 16.6 8.3 12.7 12.7 1 I r -----------------------. m a Cn TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 04 I I `- UJ L.L 7 W L PER PLAN BRACING LENGTH PROVIDED (FT) 10.9 14.66 6.33 11 38 6.6 12.3 13.6 16.5 27 20 15 18.5 10 21.3 15.5 20 28 I co 107 Q UJ i COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y I 4'-0" �w J 18'-5Y�' a.Linear interpolation shall be permitted I a_ p b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, rn 1 O W = the average dimension shall be permitted to be used for braced wall line spacing. ( 0 1 ABBREVIATIONS; BWL=BRACED WALL LINE, - X-2 15116" X-2 15/16" O L.i_ BW=BRACED WALL, rn ( LL O CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL GB CS PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION Q I �' _-_-_---_-_ _- _-_-_ -_- BWL 1-2 0- � (n I m L - AAAA CS-WsJ CS- SP - n N I J I 9' 0" ( a J N t4 1 o N c � o I � E.- U 16 0 w GB � rn a N 1 U I o -- ------ --- - ---- BWL 1_3 - a U cm r , oQ� � 4'-0" I I 0ccZ� ° U � r HORIZONTAL BLOCKING MAY BE OMITTED PER TABLE R602.10.3 2 5'- '-8" N I �°'. u N rn °t a•�s `o ( ) I ,.. m a�i c o•F, o oa') (Q a 81-105/a" 7'-1'/," l 5'-6'/s" I 'o.a o N 2 w " 3 aci N E c `o m� o c c U ytinp3 Lcc� 3o a SHEAR WALL PER RCNYS 2020 section R301.2.1.1 I I = n 0 a N w N w ` rt ih 1 ( ro � N 0�r 3 0 E i� c'•oQ 6o@ a t CS-WSP I CS-WSP CS-WSP CS-WSP v GB U FHSWP FHSWP FHSWP L o.� c c o - - -------- - -- ------- --------- d ZD CS-WSP CS WSP - - - - - - - - I r` m y m m � c o d o c -"S-73/16- - - - - - - - - I �� E_c i� 2(6 o U I �t 3'-5 11/16' 6'_8 2X6 1.5E TMBERSTRAND 1 0 N m = 2 m E a c o n N TYPICAL HDU5 LSL --- ----- -- ---------- - ----- ----- --- -- -- - ------ BWL 2-1 BWL I HOEDOWNS CONNECTWS(33))16dNNAILS - - _ _ _ ___ _ 1 -_- _ _ -_ -_- -_ _- BETWEEN I I N f PANELS TOP/BOTTOM PLATE c, j SEE DETAIL ON o I 1 c I DWG-4 co 10'-5'/2" 1 1 N , 1 6,z' 1 I I G13 W BWL 1-4 Co H I I GB METHOD a. TABLE R602.10.4 a I 7"O.C.AT PANEL EDGES o INCLUDING TOP AND r ( BOTTOM PLATES,7"IN FIELD : ALL HORIZONTAL JOINTS cv 1 I OW in I GB METHOD FRAMING CONNECTIONS BLOCKED AND c•� I I m TABLE R602.10.4 o } N I AS PER DETAIL 2 ON DWG 2 7"O.C.AT PANEL EDGES ni INCLUDING TOP AND wI I Y 1 1 BOTTOM PLATES,7"IN FIELD iI o BLOCKED AND ALL AL JOINTS m 1 I FRAMING CONNE IONS AS PER DETAIL 2 N WG 2 a I I co I 1 m 1 a - - - - - - - - - - - p z U J ' N 1 1 1 1 i O , U 1 1 1 1 O I 1 I I I ; I = I ' I GB W 4 o O /11 Z1 1 I I I \V >- BWL 1-5 1 4'-0' 6'-11" a ; I 1 V/ GB z I I I I GB �, w 1 V 1 1 12'-10" W () m G � 1 I I Q � fA I I in z u°_i LO 0 I II � � 1 = o IICn o I I o >:N I 1 I I U N 1 o v i CS-WSP I I T CS-WSP CS1WS v 4'-0" n in BWL 1-6 cf) LO � I I 0 Ch 4'2" '-6 5/1 I rn - - - i CS-WSP i z C1- U 1 CS-WSP I CS-WSP 1 I BWL 2-2 BWL 1-7 ---- - --- - -� ----- ---- --- ---- --- - ---- ----- - ---- ---- ---u --------- ---�---- ---- ------------ ---------J----------- �- -- -- j W U .0 3'-2 5/16' d rn �1 >✓ M L) U U G) M 1 1 I� A4 0° / CS-WSP j CS-WSP CS-WSP CS-WSP 4'-0" .� 1 � 4'-4 5/16" 4'-4 5/16" 18'-3'/" 1 �.GD °1 0 s. pc 4'-0" 12'-0" 9'-3'/z" 29'-3'/z" r 4'-0" 29'-3'/z" 4'-0" i ml ml i i � 1 ST FLOOR WALL BRACING PLAN 2ND FLOOR WALL BRACING PLAN � " SCALE: 3/16 1 -0 SCALE: 3/16" _ 1 -0 GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES 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 confonnn 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 Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD .,., • - 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. 10 inches Uninhabitable attics without storage 2020 Building Code of New York State; Plumbing code;Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION NUMBER AND TYP SPACING AND ��--' Fuel gas code; Existing building code; Property maintenance code. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION ALL CODES shall su ercede the drawings and shall be incorporated into the 15. No backfill shall be laced against the foundation walls and/or whirlpool attachments 1-1/2 P g P P g Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies exterior and decks 4-8d BOX (2-1/2")OR s Clothes washer standpipe 2 ( ) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL Additions,Alterations&Renovations: shall conform with Appendix J 16• Double joists under parallel partitions and under whirlpool tubs. • • Double around openings in floor and roof framing. Dishwasher On separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112')OR 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 ` 17. Metal flashing shall be installed were concrete abuts wood, Guards and Handrails per 1607.8.1.1 200 3-8d COMMON EACH JOIST,TOE NAIL 3. The contractor prior to the:start of construction shall verify all P CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3')OR y 0�'° � N and were decks abut house framing. Kitchen sink (one or two traps, with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 9 Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions,existing or new and be responsible for field fit. without dishwasher and food Waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One or more Compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d Box (W) OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-114"x 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed In accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory Rooms other than steeping rooms 40 10 of All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum o enable area to the outdoors shall be 4 percent Shower based on the total flow rate through 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE ANDit p P ( g Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE �+.�'°�" electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Fir Electrical certificates are to be provided the electrical contractor. 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Stairs 40 20 z � 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-10d CO5.7 gpm and less 1-1/2 Roof 20 20 3-10d OMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 3-16d BOX 2-16d COMMON END NAIL be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 m u t0 258 m 3 ALLOWABLE DEFELECTION OF ALLOWABLE disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 gpm P . gpm STRUCTURAL MEMBERS DEFLECTION WALL FRAMING More than 25.8 gpm up to 55.6 gpm 4 16d COMMON TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 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 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72.Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/18o STUD TO STUD AND ABUTTING STUDS AT 1sd Box the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON 6. Cast-in-place concrete shall be air entrained;5%<7%total air content b volume and have 10 BUILT-UP HEADER is"O.C. FACE NAILALONG EDGES �j p Y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. (3-1/z"x o.is2") an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration,addition,or conversion is made to an ExistingResidence, Floors L/360 TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-112"X0.113") TOE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detections stem of the ENTIRE residence must be brought u to code, All other structural memebers OR 4-8d COMMON U All Concrete shall conform to the latest ACI standards. Y g P DWELLING-GARAGE SEPARATION Lrz4o hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply 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 W 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 NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes U240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAIP SPLICE LENGTH Q Minimum yield strength of reinforcin steel shall be:40,0000 psi grade 40 , EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF ENID JOINT) Y 9 9 P (9 ) 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 Cn M R404.1.2(9). BOARD L=span length,H=span height OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL W ry All CO alarms shall be connected to the lighting circuit with no intervening wall 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 z Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Cr W located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 Q ., Vertical reinforcement in basement walls shall be located " 16 3-16d BOX 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2 INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION TOP OR BOTTOM PLATE TO STUD END NAIL to provide a maximum cover of 1-1/4 inches from the inside face. GARAGE LOCATED LESS THAN 3 FEET FROM A 2-isd coMMON P section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF LV � J End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL v! O R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON Based on Table R404.1.2(11)- (includes basement entrances and window wells) shall comply With nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d Box O J Less than 8 foot Wall Height:One#4 bar within 12 inches of the to of 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL ^ H 9 P SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-ad COMMON L.L wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS I I I FLOOR FRAMING O �- wall and One#4 bar near the third rY• roof assembly to the foundation. NUMBER OF f6D COMMON NAILS 4-8d BOX points in the wall story. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 Q_ O P '^ 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL ) 3-8d COMMON v Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 42 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6 O.C.TOE NAIL Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection : 12 i s"O.C.oC 4 6 8 1 o PLATE(ROOF APPLICATIONS ALSO) 10d Box Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels N Includingbut no limited to: Deck Framing, Posts,Headers Girders&Ledgers. a g g g p 5:12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-10d Box EACH END o 9 � 9 copper roofing nails, minimum 12 gage shank with aminimum- 2-fid COMMON E•y 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7:12 16"O.C. 3 4 5 6 °o rn E Fastener Panel Span Panel Span Panel Span 4-16d BOX Q to 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667.Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL on m „ o a w a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Type Less than or less than or less than or 3-16d COMMON c � E m x, s PP but not less than 4 per strip. 9:12 f6 O.C. 3 4 4 5 t M f0 a or stainless steel. P p equal to 4 feet equal to 6 feet equal to 8 feet o = to rn� U o � ° 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FACE NAIL "- m a y m = b.) Use Copperflashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 12:12 16"O.C. 3 3 4 4 ( ) 4-10d Box 8 a o o m c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc wall and ceilingfinishes shall have a flames read index:5 200 No 8 Wood screw = M ., ° shall be Hot-Dipped Galvanized or Stainless Steel. P 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX •°7 c "m o o m `o PP Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies based anchor with PER JOIST a, o o "2, 8 o on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a c 0.2 m Y v Y &attics shall have a flame spread index:5 25 2 inch embedment on Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS °•�'2 c o m a rr a`o C 3 9. All Engineered Wood Products such as"TruS Joists, Micro-Lam, etc"shall be 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM m r ° 3 c'c Z,3 9 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES -0"' o o o 0-C R installed in accordance wiith the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: 8 ° a = N w N w Framing connectors,Allowable Hole diagrams,specifications, etc, wall and ceiling finishes having a smoke-developed index s 450 4-16d BOX y N i"C � °1 r y " No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL r _ - t m yo P= o E Micro-Lam Design Stress: E= 1.9, Fb=2,600 psi,Fv=285 psi Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies HEEL JOINTAJDUSTMENT FACTOR 3-16d COMMON t a _ c 3 based anchor with 16 inches 12 inches 9 inches H C/ H r o c- 6 L o o "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 w o-- o T it g P 2 inch embedment on center on center 2-10d BOX(3") OR 0 o 2-0 A! = 0 0 c m "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi on center 29 BRIDGING OR BLOCKING TO JOIST t3._ - C r= E E c a 2-8d COMMON 2-1/2/ EACH END, TOE NAIL c cn 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 ( ) •z:� s y U u1"-' t0 G7 Oc 1 /4 1.33 WOD STRUCTURAL PANELS SUBFLOOR m e n.E rn v No $w 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 8 y @ M C E a o n each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING Sill height of not more than 44 inches above finished floor. round access areas. panels shall not be located less than 18"from a valley a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 g g Y SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet. b.Fasteners shall be installed at opposing ends of the wood structLral panel. DESCRIPTION OF NUMBER AND TYP z Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-read zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING ��1 Q p 9g Y q 9 P PANEL EDGES v! opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 SUPPORTS GABLE END WALL FRAMING W 3!8"- 1/2" - B. Minimum net clear opening height shall be 24 inches. c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND Bd COMMON(SUBFLOOR,WALL) (n I_ C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than 30 8d COMMON(ROOF) 6" SEE NOTE A 6" U) V 2-1/2 inches from the edge of concret block or concrete. U) D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". RAFTER ROOF EXPOSURE C J W from the inside of the room without use of keys or tools. SPACING SPAN 31 19132"-1" COMMON 6" SEE NOTE A 6" Z z J d.Where screws are attached to masonry or masonrylstucco,they shall be attached ULTIMATE WIND SPEED Q _..I z Q WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) an emergency escape opening shall be provided for EACH sleeping room. 130 140 32 1-1/8"-1-114" 10d COMMON NAILS 6" 12" W Q 0 F- Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing In buildings located In Wood-Borne debris regions shall ROOF PITCH ROOF PITCH W V W It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. FIB STRUCTURAL CELLULOSIC = W Q Glazed opening protection shall meet the Large <5:12 t 5:12 <5:12 z 5:12 FIBERBOARD SHEATHING 1-112"GALV.ROOFING NAIL 3" 6" EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, p 9 P g Missle test ASTM E 1996 33 V z F•- q g g y ( g upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.' (n W LL a net clear opening of not less than 5 square feet. air conditioning,ventilation.heating systems new,existing or u raded 5l8"STRUCTURAL CELLULOSIC Garage door glazed opening protection for wind bome debris shall meet 16"O.C. 12 214 201 263 247 34 1-314"GALV.ROOFING NAIL 7" 7" stamped by a professional engineer if required by the Owner or Building Dept. FIBERBOARD SHEATHING a ANSI/DASMA 115• Areas within hurricane prone regions: I (D 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. " 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Handrail Height measured above stair tread nosing,shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16 O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight Imo-- 6" DIAMETER -►( A. EXCEPTION: 16"o.C. 2a 348 358 476 446 TO RESIST WIND PRESSURES TABLE R1602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a wall shall have a space of not be less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection.Panels shal be precut&predrilled to 16"O.C. 32 427 398 629 496 ' cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAZI MIN WOOD MIN.WOOD WALL NAIL SPACING and the handrail.see code for exceptions. Refer to Code for grip size specifications. 16"O.C. 36 469 438 538 547 Label all panels and store in a clean dry area of the house. STUD CONSTRUCTION TYPE Attachments shall be provided in accordance with the table asfollows: NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL 12. GUARDS: R312 Porches,loalconies or raised floor surfaces located more than 30" "I", Nil", "III", "IV", OR"V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD above the floor or grade below shall have a railing not less than 36 inches cv LU in height. Railings shall have To rails and Balusters and Bottom rails that are 16"O.C, 48 599 559 745 697 6d COMMON NAIL 04 NO MORE THAN 4 INCHE'S APART. EXCEPT:the triangular openings formed REFLECTIVE RED (2.5"x 0113") 1.50 INCH 24/0 7/16 OR 1/2 16 O.C. 6 12 N O gPANTONE#187 Z by the riser,tread and bottom rail of the guard rail at the open side of a stairway 8d COMMON NAIL 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" cV C] (V are permitted to be of such a size that a 6 inch sphere cannot pass through. (2.5"X 0131-) N N Q Open sides of stairs with a total rise of more than 30 inches above the floor or DESIGN CRITERIA TABLE 507.9.1.3(1) W o grade below shall have guards not less than 34 inches in height measured DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 Cn J vertically from the nosing of the treads. REFLECTIVE Wind s .- WHITE FIELD �- Peed: 140 � T JOIST SPAN W U No of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Q U) 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable Window -- APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS opening is located LESS than 24 inches above the finished floor and GREATER Mean Roof'-It: 30 ft DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS TO WOOD FRAMING P g� - . ,�'` 7/16 min. structural plywood FRAMING SPACING NAILS SCREWS than 72 inches above the finished grade or other surface below on the exterior 1/2"DIA.LAG SCREW " g •-- Panel Attached to Roof pitch: per plan 30' 23' 1s 15" of the building,the window must be provided with a window opening control device ' &1/2"MAX.SHEATHING CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS DESIGNATION FOR STRUCTURAL Frame in accordance Bldg Length per plan 1/2 WALL EITHER DIRECTION 16"O.C. 811 16" ►�� that compiles with R312.2,2 Window Opening Control Devices. COMPONENTS THAT ARE of 1/2" TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 1/2"DIA.THRU BOLT STROKE &1/2"MAX.SHEATHING 36" 36" 34" 29" 5/8„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in bid aspect ratio: 3:1 WALL EITHER DIRECTION 16"O.C. 711 12" (�►/1 "F" FLOOR FRAMING INCLUDING of the residential code 9 p accordance with 2,1R302.11hr 1:hru 2.12.1R302. 1.2 and Draftstopping shall be 2'1"TO 14'14'1"To 16' 16'1"To 18' TYPE"X" AT 1-7/8'LOING ed COATED NAILS OR installed per R302.12 thru R302.12.1 GIRDERS AND BEAMS a Of New York State Nailing Sched: Table R602.3(1) 5/8„ GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT scREws SHDRYCOMP ALL CwTH "R" ROOF FRAMING 1/2"DIA.LAG SCREW BENEATH PERPENDICULAR Fireblocking materials R302.11.1 shall be as follows: &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 I""( 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING 2. 1/2"gypsum board 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,Halls for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"c.c. UNDER SECTION 602 OF THE BCNYS WINDOW UNIT " 24" 21" 19" 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance &1/2"MAX.SHEATHING � with the 10 foot horizontal frreblocking in walls constructed using parallel Where the ultimate design wind speed Is greater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shell be spaced 6"o.c.for rows of studs or staggered studs. 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. 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) ► .� UL 263,for the specific applications U Applicant shall provide engineered wood placard on or adjacent to electrical meter box for field inspection. v v TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL [�-� Q OF FOUNDATION MATERIALS Residential structures with Truss type construction, ct o""-+ 0 Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration 10 "- en .a Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel '�� Ix oo O ^" 0,0 Sedimentary and foliated bock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. O� � Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection 0 Sand, silty sand, clayey sand, silty gravel and clayey gravel O z c� (SW, SP, SM, SC, GM and GC) 2,000 psf Clay,sandy clay,silty clay,clayey sift, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) D U (CL, ML, MH and CH) 1,500 psf #'' CO J /it,0 P� a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM 7� s� the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN �✓ O ?r n GROUND SPECIAL SEISMIC FROST SNOW SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS WIND REGION DEBRIS CATA DESIGN IGN DEPTH WEATHERING LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP ZONE �s °..'•Fy�.'!t are likely to be present at the site, the allowable'bearing capacity shall be ;; :.•.� _ ,y determined by a soils investigation. M /� MODERATE 20 LBS 130 NO NO NO B SEVERE 3'-0" TO HEAVY 11 YES NO 1500 or less 52.1 M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[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. ;P�� r 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 WIND SPEED was determined from ASCE 7-16 figure26.5-18 12 Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) �. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS z Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED c— m ° o��iu fasten king stud to header with 1• CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° • • . Min.W x 11-1/4"net header Header e a e o o / 6-16d sinker nails • METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° " . shall occur at top of wall . . . . . ',_ •_ - r,•_ -• ,- °-•_ '',' )_ " OR END JOIST ABOVE• PER TABLE R602.3(3 FASTENERS 6 OF BRACED WALL PANEL F MEMBER DIRECTLY ABO @ 16"OC ALONG ° .I ICI ICI ), ON EDGE,12"FIELD, INTERIOR SHEATHING BRACED WALL PANEL ° • • • • ° fasten top plate sinker header with BRACED WALL PANEL . Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. •I 1't I•I I. PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 VARIES BY FASTENERS 2-16d NAILS EACH SIDE king stud with Braced wall line 'I I I l l I, 6-16d sinker nails continuously sheated `�Minimum 40001b header-to-jack-stud .I I•I i J METHOD CS WSP; .c ° y with 1/2"wood ✓i4'i' X Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening AS PER TABLE R602.3 3 0 m structural panels •I I•I ( ) " _ pattern as shown and 3 In.o.c.in all framing(studs and sills) opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6 O.C.ALONG 8d 6"O.C.ALONG TOE NAIL 3-8d NAILS WITH 8d COMMON NAILS BRACED WALL PANEL 8d 6"O.C.ALONG °e m c Minimum 40001b header-to-jack-stud strap @ BRACED WALL PANEL 8d 6"O.C.ALONG AT EACH BLOKtNG MEMEBER ° E .I (0.131 X 2.5"LONG) BRACED WALL PANEL °e 3 0 on both side of opening opposite side of a Panel splice edges shall occur over .I AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL z sheathing w s ° . and be nailed to common blocking IN FIELD BRACED WALL PANEL O1 Min.Double 2x4 taming covered with minimum within the middle 24"of the portal- BRACED WALL PANEL x m . . . 9 . " BRACED WALL PANEL BRACED WALL PANEL +a s 1/2"thick wood structural panel sheathing leg height. One row of 3 o.c.nailing I; BRACED WALL PANEL g j. P 9 BRACED WALL PANEL INTERIOR FINISH: b with 8d common nails @ 3"o.c.in all framing a is required in each panel edge, SHALL BE MIN.1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG !. (studs,blocking,and sills)typical if needed 1•I 3-16d @ 16"OC ALONG I (D I I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH BRACED WALL PANEL 3-16d @ 16"OC ALONG @ ° id r T to 18' finished width Min Double 2x4 or W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMEBER ie Min.length 16" ( ) 2x6 King&Jack stud a 1/2"min.thickness wood structural TABLE R602.3(1)FOR EXTERIOR WALL _ H. ._ J� SHEATHING ° ! per TableR602,10.5 . panel sheathing J _ _ _ _ _ _ • _ _ 4� CONTINUOUS RIM OR CONTINUOUS RIM OR I Min double 2 x post 'F • 1•I �� t FEND JOIST No.of Jack studs per Q 1.1 END JOIST �° ( ) typ• Table R602.7(1&2) I• VERTICAL JOINTS IN PANELS SHALL OCCUR Min. 2 2x4 S� :i i•i •I OVER AND BE FASTENED TO COMMON STUDS. w Min.(2)1/2"Diameter anchors Installed per section R403.1.6 HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE p .I I N I.1 WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3116"plate washer W ,l INTERIOR l I,l 1, AND BE FASTENED TO 1-1/2"x 5-1/2" FULL HEIGHT BLOCKING U SPACING THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING CONTINUOUS ALONG LENGTH I I I I I I• AGAINSTTHE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I I•I I•I l 2 x 4 or x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL W •I I•I I'I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION-FIGURE R602.10.6.4 0 'I tl ► l I' .I I•I I•I 1, � M •I I•l l•l I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to Band or Rim joist with nail sole plat Attach Sheathing nail sole ate W l l J l l• BRACED WALL PANEL CONNECTION WHEN j p g I W •,_ _ _ _ , _ _ _ 1•,_,_ _ _,• BRACED WALL PANEL CONNECTION WHEN BD common nials tojoistper Band orRirnjoistwi tojoistper z • • • • • • • • • • • • • • • • • EXT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top an .. PERPENDICULAR TO FLOOR/CEILING sub-Floor nailing sched. 8D common nials . nailing Schad. PANELJOINT FRAMING Bottom _ 1L at 3"o.c.Tap and _ Rim Joist 0 Q Q FRAMING ' ° ' ' ` Rim Joist Bottom ° ° ° ^° ° Pnchor er Plans FASTENING REQUIRE=MENTS FORU) J . . . . . . . . . . Bolts andBRACED WALL PANEL AS PERTABLE R602.3. 3 2 oldowns per plans LLI = 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION-FIGURE R602.10.6.4 a. _I CEILING OR NN L.L FLOOR JOIST rY DIRECTION Simpson 1-1/4" gals. x 20 gage �-" ENDWALL—► ENDWALL H2A Stud ToRafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A N between 9-1/4"to 15-1/4" nails in each end at each rafter. C at each Rafter. With FLOOR AND CEILING JOISTS E 2 ENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR rovide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o,y A Strapping braced wall panels „ „ d« o E Lis (J�0`1 STS-SEE PLANS - p PROVIDE@STRUCTURAL RIDGES A at Openings cv (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field a° ++ Each Rafter on Each side w L '� °o Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o o o.4 0 BLOCKING shall have Solid Blocking ° u rn w 5° 0 `o TYPICAL pl all Plywood Joplywood ists Schedule Dwg-1 of Ridge to have a Simpson _ c o o y y g LSSR skewable hanger. __ _ _ - AT 48"OC 2-BAYS C SIMPSON H2A `' o w a, o �BLOCKING@481NCHES ON CENTER 9 1-1/4 x 20 Gage Metal Coil m H = o o n o 3 Solid blocking between at each Rafter. With �=0 3 t = 3 8 „ rafters attached to top (5)8d x 1-1/2"�nails in Rafter Strap with (5)-8d common nails ;i a 9 0 0 °0 y y N G plate with 8d nails @ 6 o.c. (2)8d x 1-1/2 nails in plate • y �; SECTION A-A alonglength of braced wall 5 8d x 1-1/2"nails in Stud in each end. catch jack studs t Comer Holdowns g ( ) Look Out Blocks .• 'am ft �0. s a`=o c ;T 5-6 L `o o Refer to plans panel. and window or door Header. Less than ��. ._ _ _= E o a END WALL BLOCKING DETAIL for locations N Typical each side and ALL Gable End Wall • d , �I., 0 0% N 2 0 y FOR FLOOR AND CEILING BRACING if required or Equal " +t 0 2 _= a M M W windows and doors. to 12" - 8 a E `° _ 8.. In RIM JOIST BLOCKING BETWEEN RAFTERS 0 BRACED WALL PANELS i` 3 W `° Cr `° E n` a a NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS NTS RAFTER TO RIDGE STRAP R602.3(1) EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION )r� IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS -R602.4.6 v AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z 7 !^ PER NAILING SCHEDULE. LOCATED IN THE UPPER THIRD Z Cis 4 5 N.T.S. 6 7 9 OF THE ATTIC SPACE AND ATTACHED WHEN ATTIC FLOOR,CEILING,JOIST OR HIP ROOF IS USED TO BRACE 8 TO THE RAFTERS WITH 4-BD NAILS O ....I THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END Q Q� CONTINUOUS FLASHING n/ EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE "'I W PAST JOIST HANGER GREATER THAN DECK JOIST AND O NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC CUT ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH I I PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12" Min see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR OUTER THIRD TIMBER TECH- I I TIMBER TECH- I I _RAILING POST, tip of lag screw shall fully extend beyond BEARING WALL OF SPAN ONLY "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER the inside face of the band joist. SIMPSON ABU POST COMPOSITE DECKING COMPOSITE DECKING 4"TREATED POS TO CONCRETE BRACKET ATTACHED PER A17ACHED PER GALV.DECK HANGER ° CLEAR SIDE COVER 2"MINIMUM NOTCH GREATER :� MANUF.SPECIFICATIO I i M,4NUF.SPECIFICATIO I i SIMPSON LUS26 @ 2X6 �• THAN 50 /° 4 X4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF S THRU BOLTED BOLTED TO SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE 1/4 JOIST 0 CONNECTOR SCREW METAL TIE FASTENED ACROSS AND DEPTH,MAX. "MIN 116 JOIST n ❑ 1//2I DIA./GALV BOLTS W/ _ 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE Use 1-1/4 Metal _ T2-11/2"MIN. "MIN. ---LOCK WASHERS. WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-STRENGTH NOTCH WITH 8-10D NAILS EACH SIDE 1/3 JOIST DEPTH,MAX. N W 2 x JOIST N= EPDXY ANCHORING ADHESIVE FOR DEPTH MAX. Coil Strap 20 Gage N F' SIMPSON DTTiZ W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD a' 12" Min (5) 8,d common nails N z c d- MAX. 0 2x RIM JOIST ATTACHED W/ • ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON f"MIN. (3)#10 X 3"WOOD SCREWS M NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES in EACH END at nj N AND TWO WITHIN 24" Solid sawnjoist and rafter 'J EACH Stud. � ❑ N Q 2-1/2"DI R507.6.2 SIMPSON H2.5 AT EA.JOIST :< ' ++ - OR ch 14"DIA.CAST-IN-PLACE IPE 8d @ 6" oc Along = (W W CONCRETE FOOTING,DOWNJ THRU BOLTS BLOCKING FOOTINGS MUST n otc i n q and bo ri n limits. Braced Wall Panel (} � O Q TO VIRGIN SOILr- SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON < LLI U W/WASHERS OVER BEAM a SIMPSON BC (MIN 36"BELOW GRADE) NT8 FIGURE R602.10.8 1 BETWEEN EACH OST GIRDER ": ..` ALLOWABLE LOAD PER TIE: NS WIT UNDISTURBED PER R507.3 FOR DECK FOOTINGS ( ) Q `- JOIST CONNECTOR OF EACH END OF DET LESS THAN(2) CK: WITHIN 24" SOIL WALL TO WALL STRAP —AEIJ�AXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NTS PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION PORCHES & DECKS FIGURE R602.6.1 R507 EXTERIOR DECKS OR HEADER � NTS TOP PLATE FRAMING TO � DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE M� 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 1-1/4" x 20 gage G-185 1-1/4 x 20 gage G-185 1-1/4" x 20 gage G-1$5 � SEE TABLE Hot Di ed Galvanized Stra Hot Dipped Galvanized Strap pp p Hot Dipped Galvanized Strap W � � 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails DECK STAIR TOP PLATES TOP PLATES 507.9.1.3(2) - FASTENERS Strap may be attached OVER ( ) r-+ at each stud at each stud with -8d common nails N IN 2 ROWS Strap may be attached OVER at each stud " the plywood OR directly to the plywood OR direct) to Strap may be attached OVER [[[�"����]]] o @ @ QO O 5.5 MIN FOR 2X8 Studs. Studs. y the plywood OR directly to ^ V „ 6,5"MIN FOR 2X10 r STUD BORED HOLE MAX. STUD 5 MAX 7.5"MIN FOR 2X12 F StUdS. GRADEBORED HOLE MAX. DIAMETER 60°/. QO O QO rap strap under sill l� 0 DIAMETER 40% (PERCENT)OF STUD M v and attach to sill plates (PERCENT)OF DEPTH „ c BLOCK SOLID STUD DEPTH • 10... 3-16d 16 oc Alois "b o 2"MINL , ;;', ' c @ g BETWEEN JOISTS �° ° CV Z MM "d bo 5/8"MIN. 5/Et"MIN. 5/8"MIN /8"MIN. LAG SCREW OR THRU-BOLT ,a Braced Wall Panel - a r Fr'N '^' O •.� TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD T314'MIN - _ • ••+ , N p xj ,.- N .•C NOTCH MUST NOT NOTCH MUST NOT j�lllllEll II �• •` N FIGURE R602.10.8(1) p D ' OVo EXCEED 40% o '= � �j EXCEED 25 /o � = ` t•- �I r7 \O �••� (PERCENT) (PERCENT)OF -� � �, �3j O STUD DEPTH STUD DEPTH x LENGTH OF BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST-IN-PLAC F IF HOLE IS BETWEEN NOT BE LOCATED IN UNDER BOTTOM ?i 40%(PERCENT)�4ND PER FIGURE R507.9.1.3(1) STRAPPING (0 ,� •, cis BORED HOLES SHALL THE SAME CROSS - , i 60%((PERCENT)OF _ _ ' • ""Wrap strap under sill = A NOT BE LOCATED IN SECTION OF THE CUT _ _ . ,�. ► p p c STUD DEPTH THEN Applies to Garage Wall and THE SAME CROSS STUD MUST BE DOUBLE OR NOTCH IN STUD `DISTANGECANBEREDUCEDT04.5" =III=III =e TYPICAL STAIR FOOTING DE and attach to sill lates 1-1I4° METAL .. SECTION OF THE CUT NO MORE THAN'iW0 IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I;III L p N� OR NOTCH IN STUD ARE DOUBLED sr��Ds •SPACING IS REDUCED TO THAT OF I - ' • STRAPPING `" -:ARE DOUBLED ` AT EACH JOIST T'0'. '� U 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 RAFTER FACE TYPICAL FIGURE R602.6(1) WASHERS NOT PERMITTED) e-.`•.s..._. FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceiling joists of second floor � Sheet Metal Firestop p MANUFACTURED LIGHT ENCLOSURE Full Thick Insulation way for access thin profile structural glued together see plan w/ ceiling line Exterior y ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams behind tub TubL attic hatch - R-vat Support Non-combustible sealant OF SEALANT subfloor Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to- -- Air Se I exterior insulatio re uirem n access opening Sealant or n OR GASKETED TO RIM / insulation from Continuous B.aa4 wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or , adhesive as enclosure liner sealed SEALANT Sealant access adhesive at perimeter and seams. solid blocking SILL PLATE INSTALLED „ or rigid insulation Adhesive, Sealant Casing rr EXPANDING FOAM SEALANT OVER GASKER SILL 1 min Rigid Weatherstripping Seal stairs Pre-Fab Fireplace Insulation.Air sealed around Panel 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges \Pull-down frame gap 1 x2 Stop RECESSED LIGHTING FIXTURE Sealant 1/2" plywood Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase with caulk p � finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL l0� DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS PULL-DOWN STAIRCASE EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION INSULATION AND WEATHERSTRIPPING - ATTIC HATCH DETAIL AIR SEAL DETAIL aC� PREFAP FIREPLACE DETAIL This detail is for weatherstripping and draft sealing, NTS TO BAND JOISTS Baltic Door Energy Conservation Products It Is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for Installation manual. - R-50lnsulation R-50 Attic Stair Cover "'riw' , ^" ".'.ate +;• ...- ""'"�i""'.-"""°w" ..,,�. . v:,_, ENERGY NOTES Eave baffle installed W 1. All design &construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. `'� ,,,; " ��. """;` o ' 9 P 9 Y adjacent to soffit and eave . 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. Table R402.4.1.1-Air barrier and insulation installation. y( g �, vents. Baffle shall extend over , w_ , ! ;. z The authority having jurisdiction shall be permitted to determine an approval by a third part HERS Rater using the Manual J S & D submitted at CO. energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic insulation .w` r<ta " t a"' W 9b. R403.3.3: (Mandatory) Duct testing-Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. Q TABLE R402.4.1.1 All HVAC, Plumbing& Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater)using the (R402.2.3) f AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J"&Manuals"S"&"D"submitted at CO. M 2 x CJ W/ INSULATION � COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa W }- 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS t ' General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit See ' OR H ERS RATER (� W Z requirements in the building envelope. 10. R403.4 (Mandatory)Mechanical system piping insulation carrying 4 �- ( rY) Y P P 9 n'Y 9 Const. Dwgs 0 Q � Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 -N1102.1.5 fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT t ! W ___I 11. (R403.3.5)Building Cavities(Mandatory) W O Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building flaming cavities shall not be used as ducts or plenum. Typ. Exterior wall sealed. O W = sections N1102.2 through N1102.2.13 See Const. Dwgs J 12. N1103.5.1 (R403.5.1)Heated water circulation and temperature maintenance systems (Mandatory) �' Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The ;` 5. Installation-the components of the building thermal envelope Heated water circulations stems shall be in accordance with Section N1103.5.1.1. installation density of the insulation shall be at the manufacturers'product p 9 pe shall be installed in Y O Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. recommendation and said density shalt be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S"$"D". Automatic controls,temperature sensors and pumps shall be accessible. j iCL maintain an even density for the entire cavity.Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth.Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N 1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6(R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE The building shall be provided with ventilation that compiles with the requirements of E o exists,the batt product will be cut to fit the remaining depth of the N p g p Air leaks a shall be tested and verified b an a roved HERS rater as havin an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o o �,H cavity.Where the batt is cut around obstructions,loose fill insulation g y PP g w 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 �, �,7S p� - 2 o shall be placed to fill any surface or concealed voids,and at the g g P p m = w ° a r manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. w s 8,€ t T `o- 2 t installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM .,.. �2= 1 a m N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy r -._w 4,. 8 2 Z a.2 s o no compression to the batt at the edges of the cavity due to inset ) Y Y INSULATION R VALUE IN r' -rc.�-}- _ - 8' _" m = 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements �` -� m= o a, o U o stapling installation tabs. �. 7 „ o.o `.0 8 8 ' p g combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH c__.., ,r t c a a` o Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT - I a y R. L 3 g shall be installed filling the entire cavityand within the manufacturers' powered by an electronically commutated motor. as backdam _,F` ! o 6 8 o g a 5 i r density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory)programmable thermostats shall be TYP. ROOF CONST. C _ ru :r E' - y 15:2 8r +✓C� f C w = c m -- provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) �r" t t-5 y._ 3 Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soflit shall be aligned with the Heating and cooling equipment shall be sized in accordance with Roof underlayment 2 X CJ W/ INSULATION ' �� o ° _ ° E t the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 9 : :; : _,� .,p o g_ .. _ 4 s 2 a ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on buildin loads calculated in accordance with ACCA sealed to drip edg , r = y y rto E „ o y insulation and an gaps in the air barrier shall be max 70 F heating and 78 F Cooling. g AS PER DRAWINGS _ S P r y g P Manual J or other approved heating and cooling calculation methodologies. :;';.;:::;�; `O Q '� _ °' _ a) sealed. New or re lacement heatin OR HERS RATER Branch Irne tare-off;andio,r�cs - ( - r o c m 2 8in 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value P g and tooting equipment shall have an efficiency I i _�; W m a t- W E $ o a Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment Is installed. Soffit see �/� EALANT wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. PP Y S I shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs 15. N1104.1 (R404.1) lighting equipment(Mandatory) non-vented I d in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. r 1 J r n TrEa rvar5p},�irR4(e,j Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall cr nc ta,nts3 er.iaNs ami a,tnu 15 on j plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. F,l.""'"' �'�'� _ -1 Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs `� .. 2) _I J installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. DUCT SEALING REQUIREMENTS Q ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR DESIGN TEMPERATURE TEMPERATURE TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the . COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be 9 15 7.5 71.5 M 30% 45-55% shall be covered with a Class I,black permanently attached to the crawlspace walls. N W vapor retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) o 0 taped. N Z Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) wlNDow N ' ' N Q shafts opening to exterior or INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa•b ~ LULU o unconditioned space shall be sealed. LOCAL EXHAUST RATES TABLE M1505.4. 24 D , � T- W RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW p Q AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION 5 W SEGMENT DEVICE CONFORM TO Q V CONarrow cavities Batts in narrow cavities shall be cut to fit and installed to KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FINISHED FLOOR HEIGHT HEIGHT ABOVE ASTM F 2090 FINISHED FLOOR the correct density without any voids or gaps or FaCtOra 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR Z available cavity space. a.For ventilation system run time values between those given,the factors are permitted to be BE A MINIMUM OF 240 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 S ABOVE THE FINISHED 'r, g p g P g g GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE r h b.Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: rr Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal H envelope shall be sealed to the drywall, envelope shall be air tight and IC rated. 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M 1505.4.3(1) A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS WP OLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls.There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION or compression where cut to fit.Insulation that on REQUIREMENTS gaps p installation readily conforms to available space shall PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO _-______-_------- - � a extend behind piping and wiring. NUMBER OF BEDROOMS ---- -- -------- 3, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE DWELLING UNIT ____ OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 0 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be _�--- �.T.� exterior wall showers and tubs shall separate them from the showers and insulated. Caulk and seal p FLOOR AREA 0 - 1 2 -3 4- 5 6-7 >7 rough opening v o tubs. (square feet) �� N1101.14 (R401.3) Certificate (Mandatory) �Ey�/ ►--� CZ Electrical/phone The air barrier shall be installed behind electrical or Airflow In CFM box on exterior wall communication boxes or air sealed boxes shall be installed. I ` ' A permanent certificate shall be completed by the builder or other approved party and posted on a wall W b r 1 O - in the space where the furnace is located, a utility room or an approved location inside the building. U 0° HVAC register HVAC,register boots that penetrate building thermal < 1,500 30 45 60 75 90 I ---' boots envelope shall be sealed to the subfloor or drywall. _.. _ Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Q I-r-I r ct directory label service disconnect label or other required labels. The certificate shall indicate the rn Concealed When required to be sealed,concealed fire sprinklers shall 1,501 - 3,000 45 60 75 90 105 __ _ predominant R-values o insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only be sealed in a manner that is recommended by the d l f li i ll j i g manufacturer.Caulking or other adhesive sealants shall not p door Rigid insulation Weather-strip such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; � D ARC O 3,001 -4,500 60 75 90 105 120 g be used to fill voids between fire sprinkler cover plates and (recommended) opening and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results �5 ;t 1 141 Wa11S or ceilings. Minimum R-5 threshold g from any required duct system and building envelope air leakage testing performed on the building. 4,501 - 6,000 75 90 105 120 135 IC = insulation contact. Where there is more than one value for each component the certificate shall indicate the value � covering the largest area. The certificate shall indicate the types and efficiencies of heating, r, , a In addition inspection of to walls shall be in accordance with the provisions of ICC-400. Wall Access panel % `7_ P g P 6,001 - 7,500 90 105 120 135 150 p cooling and service water heating equipment. Where a gas-fired unvented room heater, ' Weatherstripping and insulation Detail electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ° ©JQ04 age, > 7,500 105 120 135 150 165 indicate "gas-fired unvented room heater," "electric furnace" or"baseboard electric heater," '4'�'OF NE`N For SI: 1square foot= 0.0929 m2, 1 cubic foot per minute = 0.0004719 m /3s. as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, -- electric furnaces and electric baseboard heaters. 89'-10" 251-0" 8'-0" 16'-111 25'-811 15'-1" 01 8'-5'/Z' 7'-71/21' 24'-0" e 0, 3'-9" 71-811 31-811 LADDER&STEPS R310.2.3.1 BARS,GRILLES,COVERS R310.4 BARS GRILLES GRATES OR SIMILAR 10" 10" WINDOW WELLS THAN WITH DEVICES ARE PERMITTED TO BE PLACED __ _______________________________ _ _____ ______________ DEPTH GREATER THAN 44 INCHES OVER EMERGENCY ESCAPE AND RESCUE � - --- --------------- SHALL BE EQUIPPED WITH PERMANENTLY OPENINGS PROVIDED AS FOLLOWS:NET AFFIXED LADDER OR STEPS USABLE CLEAR OPENING SIZE COMPLYING WITH THE WINDOW IN THE FULL OPEN , ,_ ---- ---------------------------------------------------------------+ I POSITION. RUNGS SHALL HAVE AN WITH R310.1.1 TO R310.2.3 AND SHALL INSIDE WIDTH OF AT LEAST 12 INCHES BE RELEASABLE OR REMOVABLE i i i i STAIR TO BASEMENT SHALL PROJECT AT LEAST 3 INCHES FROM THE INSIDE WITHOUT THE USE '"'""'"'_"' '_"'"'_"'- ' ' ' ' 14----------------------- + o , , , WOOD STAIR PER SECTION R311 OR OF A KEY,TOOL,SPECIAL KNOWLEDGE I 1 _ I ' +- FROM THE WALL AND SHALL BE SPACED , , , , ' ' ' ' CAST IN PLACE CONCRETE STAIR OR FORCE GREATER THAN THAT REQUIRED o = ' ' ' ' o NOT MORE THAN 18 INCHES ON-CENTER -' ' ' N 1 I , , IN ACCORDANCE WITH CHAPTER 4 , FOR THE NORMAL OPERATION OF THE , •------- ------ + I ►�- I ' , •--------------- I PROVIDE HANDRAIL AND GUARDRAIL 1\ VERTICALLY FOR THE FULL HEIGHT OF ESCAPE AND RESCUE OPENING. ' ' T-0" T-0" ' ' ' ' ' ' ' ' co ' ' ' T-0" 3'-0" TO CODE.8"CAST-IN-PLACE CONCRETE THE WINDOW WELL. I I - EXTERIOR PATIO SLAB WALL AND 16"X 8"CONC.FOOTING TO U 1 Zn , , , ' , 1 , , = 1 - - ' ' ' ' VIRGIN SOIL WITH 4"CONCRETE LANDING 6"4000 PSI CAST-IN-PLACE SLAB 1 I I I , 48X48 SLIDER , , , W/6X6 w1.4/w1.4 WELDED WIRE MESH , , , , 48X48 SLIDER Cn , TOP AND BOTTOM OF STAIR RUN. c • ------------• •------------ • •---- --• , ON GRANULAR COMPACTED FILL. -----• `--------------- •--- ------- I W � , PITCH SLAB AWAY TO DRAIN � I Q I , t 1 1 10" ' 15'-311 24'-011 14'-3" W ry W z m WINDOW WELL R310.2.3 $o ' ; N ' ' ti ' ' CV ' ' Q ll HORIZONTAL AREA SHALL BE W Q ' ' 1 MIN 9'-0"SQ FT.WITH HORIZONTAL DIMENSION OF MIN 3'-0"TO ALLOW FOR 3"EXTERIOR SLAB LEDGE W 1_ EMERGENCY ESCAPE AND ; --- ---------------------------------- --------------------------- ' ' ' RESCUE. LADDER SHALL BE -• ' (4)1-3/4"x 14"LVL �_ • • ]_:_-_--- _- (4)1 3/4"x 14:LVL________________PREMITTED TO ENCROACH ---- ----- _I --- --- ---- - --------------------''-- _ I NOT MORE THAN 6"INTO - i -�---- --- -'-----------------------------I- ` oc •---------------- -----------------E��314-x11-�18=4W----------------- DEPTH, • --------------------------------� , Q. REQUIRED WINDOW WELL • ______ 1 13) 37C911718"CVL7_ rO^/'� 1 0— W Cn co ; I „ Co I 3-0 i ' TYPICAL i ` ' 1,0„ HDU5 1 HOLDOWN (+M , 1 ,y t " 1 1 , " 1 1 \ yin 1 1 . , �O� ' ' 1 N t , , c , 10-5/z ' ' S- I r E o i roi i SOW I ' •___-_-- N �� 12 o a B N 3-6 , 4'-6" -' UNFIN. BASEMENT I EXTERIOR w € 2*' .� N 4" CAST-IN-PLACE CONCRETE I I LIGHT ' I �' a .. L a {2)ANCHOR BOLTS , ABOVE UP `-------o' ; M.S0n a to � co ` SLAB INSTALLED IN "- " c c IN EACH CS-PORTAL 1 1 1 ; ACCORDANCE WITH CODE 1 W FRAME WALLABOVE ; : ______: I SECTION R506 I I O , 1 , °' °0 0) v w to "w Y 1 > , , ';g an d o•� o o In m '- o SECTION-SEE o ' m ' ' ' ' c a o w ?e >,n 0 aY ° o DETAIL 3 ON PG 2 i '� I a i i �,5 0 w e ------------------------------------------------------------- -- ------� i ■t^c I Ia i o ii+1 i o coi ao rda��i �w y rn in 8-E sN w sN I =N 1 to 1 IZ O O 1 I t000c 0oo.. o 2X4 FRAME AROUND { ' ' ' ' L Js 5 to a ° 3.r , \ \ STAIRCASE FROM FLOOR _J I \ Ito in 1 1 , , c 4 0- o� C. L° 1 ----------------------------------------------------------- --- --i i ' o o TO CEILING. TREATED SHOE J , O -°� ' ' ' ' «gip� °r a E �•�a 1 1 1 1 1 I , r r > 1 17 I I I 1 t U (d N f0 V N H _ Lo , PLATE AND GYP.WALL BD J o ' ' I I B o'z L N-p =v c _ , lM M ■ C+) o I I , n 1 , Mob dwcN 0o DROP TOP OF CONCRET , , d o, N 04 INSIDE FACE OF WALL MIN. I O 8-0 _ m u r I 1 N O 1 ; 1 0 CL L c v AS REQUIRED FOR I , / ' v; �' _ °' o SWING DOOR,SEE PLAN ' ' ' 1 ATTACH RAILINGS.HANDRAILS x , I LL 1 a" rn m e ►- m E n o n 1 , , 34 38"ABOVE NOSING. FOR SIZE ' •------ ------- ------• =N d �; I I o R302.7 UNDER-STAIR PROTECTION a____________________o, � o TYPICAL INT.FOOTING/COL !-' ENCLOSED SPACE UNDER STAIRS THAT -- ' +F co •------------------- ------+ , '� IS ACCESSED BY A DOOR OR ACCESS I I I 1 30"x 30"x 12"THICK ' PANEL SHALL HAVE WALLS,UNDER-STAIR o CAST-IN-PLACE CONCRETE •_______ ........ r FOOTING w/3-#4 Rebars each way SURFACE AND ANY SOFFITS PROTECTED ' I I I ON THE ENCLOSED SIDE WITH I r- &4"DIA STEEL COLUMN O 1/2-INCH GYPSUM BOARD. I I r• I t I I 1 I 1 1 I - t - 1 8'-6'/z" 8'-E 2 1 g'_p" 1 U-0'/z" 1 U-0'/z" 3'-0" 1 1 23'-4" 8'-10" I 1 , I I I ------------------- ------- (2)ANCHOR BOLTS UNEXCAVATED 1 = 1 , TYPICAL GARAGE SLAB 1 ' ___ ' 0 0 1, IN EACH CS-PORTAL _ 3)1-3 "X11-7/8"LVL 1 3 1-3/4"X11-7/8"LVL 1 I 3 1-3/4"xi 1-7/8"LVL w/2-1/2"x 11.5"STEEL PLATES I 3 1-3/4"xl1-7/8"LVL I 3 1-3/4"xl1-7/8"LVL • -------• ' 10 FRAME WALLABOVE 4" CAST-IN-PLACE SLAB i ( I ( ) I 1 31-011 ( ) ( ) I I ( ) N I , SECTION-SEE W/6X6W4.OXW4.OWWM N ► ------ ----- - ----• ---�---- --- --------�-- -'----------------- ------- -- --------- ------- ----------------------- _ DETAIL30NPG2 PITCH SLAB-1/4"FT TO 1 1 I ---1---- --- ------------- ---1--------- ------ ---- ---1------------,--------- ---r------------------------r I 1 1 ■ CV , I I I I , •---_--_------- -- 9 , , GARAGE DOORS , Bea Poc et p) 5 , , , , , 1 I shim as re 'd _ I I I Beam Pocket(typ) I _ _ 1 shim asregd 1 1 1 I = 1 1 N J N I I I I I 1 1 , N 1 1 Cn co I I �- 3 FINISHED ' ' " M ; ; j VESTIBULE I , 3-0ll = J I I J _ > , , _ ■ J I I I I I I I R-21 BATT ->' X _ INSULATION ■ 0 1 ■o 1 1 c co x lu u n u u u u I I r t , I , , ; ; ■ �? 11 n II 11 11 n , , N W i DROP TOP OF CONCRETE I s i i - '- N 111 11 ° II II " 11 ' h 'f O O AS REQUIRED FOR I ; M ' ' \ N II 11 " I II 11 191-101/41, d ' 11 N Z GARAGE DOOR,SEE PLAN ; r 1 I a .� 11 II n 11 II 11 II 1 1 0 '— I , 1 .-, I I - ._ •-- ---+ u u u �r--Ir--Ir� u " 1 •---r-- � � ii i wi � N .. N � FOR GARAGE DOOR SIZE ' , N co 0 a------- ------ -----�TT__� r ` , ' 'll 11 11 ' II II II ' 11 II I __ _ _ ' I = ' LL Ui O -4-- Tj to 1 I,^^ 1 1 1 ' O • ------ - = 1 r "� 1 1� u7 VJ J 1 e- , ,M r- 1 1 3 1-314 x11-7/8 LVL > � W --_1_-_, _" O 1 (3)1-3/4"x117/8"LVL I _ J W Q I I , I - I ' o i O = N ( M R-21 BATT iv 1 .�- ~ i Q e— U) 1 ---------------------------------------------------------------- -- ; M \ �; r ' 0 12'-2° INSULATION 121-211 iD M t M I , I ` ------------------------------------------------------------------------- �_-------- ----------___-----------------------' --+ -------------------------- (2)ANCHOR BOLTS TYPICAL HOUSE FOUNDATION (9'-0" HIGH WALLS ) c I I I IN EACH CS-PORTAL IN ACCORDANCE WITH CHAPTER4. 10" CAST IN-PLACE WALL WITH ' - '-"l"-------- --------------------------------- 1=BANE WALL ABOVE HORIZONTAL REBAR: PER TABLE R404.1.2(1) •---------- o V 1 SECTION-SEE ' ' 3"EXTERIOR SLAB LEDGE _ ' DETAIL30NPG2 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of wall ' y ___________________________________________ ' 1 1 N 1 • -- andOne#4bar near the third points in the wall story. c �-c-' ___________________________ ~ VERTICAL REBAR: NOT REQUIRED PER Table R404.1.2.(8) M I o WASTE ON 20"x 1011 CAST-IN-PLACE CONT. WALL FOOTING, i i ' ' .1 ' : MAINTAIN REQUIRED SEPARATION LINE t , , ENTRANCE WITH 3-#4 REBARS CONTINUOUS IN FOOTING. •--- ----------------------------• 1 , DISTANCE FROM ALL HEAT 2-2 x 6 ACQ SILL PLATES, COPPER TERMITE -" " M PRODUCING EQUIPMENT TO N 3 EXTERIOR SLAB LEDGE ' ' 0 COMBUSTIBLE MATERIAL AS PER 41 SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND �, EXTERIOR PATIO SLAB MANUFACTURER'S SPECIFICATIONS _ TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP Cn ' ' 6'4000 PSI CAST-IN-PLACE SLAB AND LATEST MECHANICAL CODE. "o r FOOTINGS 1V TO 2H.ALL FOOTINGS SHALL BE W/6X6 w1.4/w1.4 WELDED WIRE MESH a, ��T•/ p I I DIRECT VENT I-■�-�1 s•• V A MINIMUM OF 36 INCHES BELOW FINAL GRADE. _ ON GRANULAR COMPACTED FILL. 1 HEATING SYSTEM v b PITCH SLAB AWAY TO DRAIN TYPICAL ANCHOR BOLT -R403.1.6 I 1 I INSTALL IN COMPLIANCE ` r-+ M MAXIMUM SPACING:1/2"@ 72"O.C.EMBEDMENT OF 7"WITH ___ _________ ___________________________________ _____________ W/RESIDENTIAL,ENERGY M ---- -------- - - -- NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST I ; ; &MECHANICAL CODE N •.-+ M ONE BOLT-12"MAX AND3-1/2"MIN OFF ENDS OF PLATES. ; `------------------------------- I r 1 "d �n ' O 00 1. Walls24inchestotallengthorshorterconnectingoffsetbracedwalt • ----------------------------------------------------------- ---------------o ---• ' V O � panels shall be anchored to the foundation with not fewer than one anchor bolt i _______________________________ O located in the center third of the plate section and shall be attached to adjacent a • x R "--' braced wall panels at comers as shown In Item 9 of Table R602.3(1). (Fastening Schedule) 2. Connection of walls 12 inches total length or shorter connecting C A 9 r. offset braced wall panels to the foundation without anchor bolts shall be permitted, � -�t;RED�9C The wall shall be attached to adjacent braced wall panels at corners as shown in 1 9 c�k;T al I . Item 9 of Table R602.3 1 . FasteningSchedule 25'-0" 8'-011 27'-5'/Z' 13'-11" 15'-5'/" * , 1p 9-0 FDN WALL HEIGHT GF AREA SCHEDULE a � .( FOUNDATION PLAN NAME ,.•- AREA SCALE: 1/4" = 1`-0" FINISHED VESTIBULE AREA 174 sq ft. 89'-10" 25'-0" 8'-0" 16'-11" 24'-0" 10'-6/2" 5'-3'/," 5'-31/» 01 8x8 POST FINISH TO 12" X12"COLUMN ----------------- ------------_Val--------------------------------- WITH AZEKTRIM ------------1/2"LVL- ------------ -------------------------------- (3)1-3/4"x 9-112"LVL I I I , I , I CONTINUOUSLY SHEATHED o PORTAL FRAME.SEE DET 3 ON DWG-2 AND FIGURE R602.10.6.4 Ln TW3052-3 i TW3052-3 W COVERED LANAI (2)1-3/4"xl 1-7/8"LVLCt q U (3)1-3/4"x11-7/8"LVL z ------------- 16'-0" q — CLG SPIRY LINE ` — — — ; 0 R312.2 WINDOW FALL PROTECTION NOTE: o c Go (n zc"' 2X6 1.5E TMBERSTRAND no, �-- TOP OF THE WINDOW SILL SHALL ;0N F LSL STUDS @ 12"OC 151-0" W o, CONNECT W/(3)16d NAILS W Z BE A MINIMUM OF 24"ABOVE THE FINISHED � o TOP/BOTTOM PLATE Q FLOOR AND GREATER THAN 72"ABOVE THE C4 x (3)1-3/4"x 14"LVL FLUSH 1 Qo FINISHED GRADE OR OTHER SURFACES --- -------------------------------------------- FHswP FwGt3o8oR FHSWP FwGaosoR FHSWP " W ` J M S BELOW ON THE EXTERIOR SIDE OF THE �-- -------- -------------------------- " m o O BUILDING. SHALL COMPLY AS FOLLOWS: ° @ ° o @@1 vo O W = I (3)1-3/4"x11-7/8"LVL (3)1-3/4"x11-7/8"LVL 4 M R312.2.2 WINDOW OPENING CONTROL DEVICES: Cn o o W i v J WINDOW OPENING CONTROL DEVICE SHALL DINING I COMPLY WITH ASTM F 2000. THE OPENING s'-o"CLG HT I I TYPICAL � �� O DEVICE AFTER OPERATION TO RELEASE THE HDU5 J W g BEDROOM#1 DEVICE SHALL ALLOW THE WINDOW TO I HOEDOWN N w O 11'-0" TRAY CLG —y rn FULLY OPEN TO MEET THE CLEAR OPENING 4'-6" ( I N X LL vJ AS REQUIRE TO MEET EGRESS R310.2.1 I I o N I E° 15'-0" o c t0 y q LIVING ROOM I I I m=c o v�E ,/" OmE2' ° a° OPEN TO ABOVE °; s ° LCl)- - - - - - — - - - - - SEAL&INSULATE a ATTIC STAIR PER 2 x8 RAFTERS Ca 16"oc m i? o aUi 9 m 1 LL I I o SECT.1102.2.4 2X8 CEILING JOISTS �- c" $ rn rn b w Q r o j2X10 " SEE DET ON DWG-3 @ 16"oc o 0 0 'M3°° YN N UL LISTED GAS c .o a omN 2 c c, f .—I o p o PRE-FRB FIREPLACE 2-2x10 — _ N m r o m o c 3 N o 0 q x I I GLASS DOORS& ° 0'0"WALL HT ` x a o co CD o a m °'a G c c 3 0 v o'�I I N AS PER RESIDENTAHEARTH IL LIN M y rn aNi" m t y c o a M CODE-CHAPTER 10 11- -- n N CL v ro0 3 E`o I I TW2846 ° ,'�° I I VENT TO EXTERIOR 1(Pull „ 2 0„ 8_ 3'-0" i ° _o m '6 c m I 2 c' I ------- 4 ---- I I ��oWn i ' » - y Co cX m E co 0 ------------- _ ' 23'-8'/z" ^�,, , " o i I fair i R1 ��14'LVL RIDGE BD /' i ° cEo y .c L '� c v 0 Q chi c m o I T �� � F- c� m is Cr F- m E n.c o n I I 1 , 1 1 FAN - ----------- 10'- 1 co v �' `Q ° GARAGE ; R302.5,1 OPENING PROTECTION. `" °N �@� I ( DWELLING GARAGE ' '�'•a � to I -- -- N m INSULATED SOLID CORE STEEL ^ ° q E- SEPARATI{0N IN I DOOR,20-MINUTE FIRE RATED. / ^ CO W -- - I I MASTER BATH 6x6 POST ACCORDANCE WITH WEATHER STRIPPED M � �- FLAT CLG J FINISH TO o TABLE R3 2.6 ' W/SELF CLOSING DEVICE. STORAGE w O I -----, CV 1 III @ 11'-0" N O 8X8 I SEE DWGL1 FOR TABLE I CONC,FLOOR Z g 9'-0 CLG HT o ' a ° LO INSULATE;WALLS o _j p ;; co J COMMON WITH LIVING , X V U ~ tl0 Z .� AREA. 1 coo X Q co ' I r� N N 2t " g'_0" 5'-0° »N 8'_2» , w 8/:" 4'-10 4'-0' v 13'-8'/" ° n PROVIDE:IHEAT / 5,/z» 3Y:" ' 3'/," X C14 cc X 10 N DETECTOk PER R314.2.1 ' 2x12 RIDGE LOCKERS 5/7" ' N v I <- - - - - - - - - - - - - - - - 5/� ' 1 - CnM \ - - - - - 2 N o 0 2-2X10 -2x10 I i i i i i i o i r BOO ° 1 N 2'-6" ' t \ @Ud I o UP i i i i i i i - -- - - I ' I ih » to co X O W c� \ 4'-0" N I i i i i i S M 10'-0"WALL HT (�) N I o 01 LL O - - - - - 2'-6" - — - — — - O 6'-11" g" ' J g n 2-2x10 (2)1-3/4"x 14"LVL FLUSH 0� I II 1 , 1 , , co I N \ I J Q 1 I I Q O O I 1 t I I 1 1 04 MUD ROOM x U U isE +aQ I' " in o is N 2x10 RAFTERS >b.16"oc I 2x10 RAFTERS !r�16"oc \ 9'-0"CLG HT N N A N N I; 2�-6" o EpD, ° N o I ------- �' It cli 8'-4h" ° 'S O I I 1 I I I 1 I C co 2x12 CEILING JOISTS @ 16"oc ' 2x12 CEILING JOISTS @ 16"oc � !� FAN FFt ° , , , , , , W 0 2x4 COLLAR TIES @ 48"cc I 2x4 COLLAR TIES @ 48"cc 0 ® `r �' 1' cV (D V)oR W ` 2-2x10 rn `o s w 0 fo o O N — — — - " LAUNDRY ROOM = y ri �� N Z ' 0 WALK-IN CD u�, c 9'-0"CLG HT ¢ `C '`o FOYER CLOSET w ij Q N Q 2-2x10 rn 2-2x10 TW3052 ° N N r 9'-0"CLG HT O FLAT CLG X v O W q ~ 9'-11'/" >- 5'-11" in I i @ 11'-0" c\' X a C7 Q in 10'-6'/z" N — — — — — TW3052 — I — — TW3052 P7 z" co 1 - - - - - - - - - - - - - - - - - - - - W U — q 2-2x10 2-2x10 c I 13'-0" Q Ix (A N i TW3052 TW3052 = 2-2x10 2-2x10 II co 9 to TW3052 — H .0 "� 2-2X12 O7 c is �. TW3052 n FAMILYROOM co „ o � T-0" 111_o" 7'_0" I I is 9'-0"CLG HT 'y [, FWH60611PALR v � 5 I „ 0 O ' II O � O ° Ur Q p Z r C VL [NY]915.3.3 Residential Buildings and Commercial Buildings cxo w "' roi o) N 0 I I N ^ .��' With an Attached Motor Vehicle Related Occupancy , , o ' �(3)1-3/4"x 9-1/2"LVL N Carbon monoxide detection shall be installed In a central or otherwise approved location in each occupiable space in a commercial building and within 10 feet of O - ---------------------------------------------- ---------------------------- w the entrance to sleeping areas and sleeping units in residential buildings „_,_;� U and commercial buildings that: 2-2x10 Q O 1. Have a communicating opening with an attached motor vehicle related occupancy, --- ----- -------------------- ^ �1 6X6 POST 2. Share one or more common walls with an attached motor vehicle related occupancy,or " ' J f TW3052-2 � � FINISH TO 12" --------- -------------------- ; 4'-6" 4'-6" en .a 3. Are located one story above or below a motor vehicle related occupancy. X 12"COLUMN 1 __________________________ B T \ ra � O WITH AZEKTRIM --------------------------- v WINDOWS, EXTERIOR FRENCH & SLIDING DRS A Plans indicates ANDERSEN series 400 Mlit Wash Model Numbers and shall be In accordance with R609 4'-s^ 7'-11'/" 4'-2" 9 0 6'-11 Yz' V-11'/2" ^/ C �� M I� 1, ,y/z� � To be designed &installed as per manufacturers 25'-0" 8'-0" 16'-7'/" 10'-10" 13'-11" �'CC�ED� RC U specification for 140 ultimate design wind speed O and Table 301.2(2), 301.2(3) Provide HP LOW-E4 glass, U = .30 SHGC= .30 — �co 1=GRESS: shall meet R 310 AREA SCHEDULE WINDOWALL PROTECTION: shall meet R312.2 Substitutions made upon meeting Code. O$ Smoke Detector NAME AREA See page one, general notes for additional Carbon Monoxide Detector FIRST FLOOR AREA 2866 sq ft. 9 0 PLATE HEIGHT code requirements. CO Refer to DWG-1 General Notes GARAGE AREA 614 sq ft. In accordance with Section 915 of the 1 ST FLOOR PLAN FIRE BLOCKING SHALL BE INSTALLED 'a, SECOND FLOOR AREA 1209 sq ft. �,,. F Mom:, ' 2020 IFC, R314, R315 of the Residential SCALE: 1/4" = 1'-0" IN ACCORDANCE WITH R302.11 code of NYS FINISHED VESTIBULE AREA 174 sq ft. THRU R302.11.2 AND DRAFTSTOPPING Area 11 1930 sq ft. PER R302.12 THRU R302.12.1 14 CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet 56-10" the egress requirements of R310. 2. All windows shall meet Section R308 Glazing and 16-11" 241-0" R308.4 Hazardous locations. 3. Windows were required shall meet the Window Fall protection requirement R312.2. 4. Bathroom windows shall meet the hazardous glazing requirements as per R308.4 5. Stairs, landings, railings & guards shall comply with R311 & R312 6. Outside lighting shall comply with RE 3803.3 7. Stairway illumination shall comply with R303.67 and R303.8 8. Fireblocking shall comply with R302.11 thru R302.11.2 9. Draftstopping shall conform to R302.12 thru R302.12.1 — — — — — — — — — — — — — — — — 10. Flame spread and smoke-developed index for walls r TW3046-3 and ceilings shall compy with R302.9 thru R302.9.4 r - - - - - - - - - - - - - - - - - - - - - - , W 11. Flame spread and smoke-developed index for II (2)1-3/4"x11-1/4"LVL I I Ir - - - - - - - - - - - - - - - - - - - - - - - insulation shall compY with R302.10 thru R302.10.5 II I Z 11. Recessed lighting fixtures rated for S I I I I W membrane penetration shall meet ASTM E119 I I I I and Flre Stopping as per ASTM E814 or UL 1479 I @ � I I I I I CO 12. Exterior Decks shall comply with R507. I to � 10D I I I I 1 I ¢ Z I II II ry W Z I FHSWP 8'-0"x T-0" FIX GLASS FHSWP 8'-0"x 3'-0" FIX GLASS FHSWP ( I I 1 0 Q o x I I I W ?� .J N 1 II U) I (2)1-314"x11-1/4"LVL (2)1-3/4"xl 1-1/4"LVL C? BEDROOM#4 I ' O W � 2X6 1.5E TMBERSTRAND _ I l 8'-0"CLG HT LSL STUDS @ 12"OC I I 16'-0" I 24'-0" I �5'/z11 5'/z]' ( LL U) I I I I I II I 3'- .0yEO E�N (2)1-3/4" x 1-7/8"LVL LUSH O� ooyO _ LN€ 88611 8'-511 v '= mo5'_0 J .B�... I � ccmQ aL � oom 1 2-6" _ -. I tn rCl) tn~ I I I nc 5 ( O OPEN TO BELOW ._ o y o o � W 1 FAN = I �� C I I I aciH2co Na- `oc3 O II X II I I mrn�"-2 p Nz 12 / W rn rn•- g a c O U V Nt N.0 E C -O V �O3 3'-11 Yz �� o I ND = - -� a €o c2 18 BID " AfE oa I " I ce Z c Q N C'9 C m o 0 0 0 o I I d C dE•(o m y o t0 $w 12 O I I I H �00cco• HMEc�oii ° I SEAL&INSULATE I 1 1 2'-2'/2" . p ATTIC ACCESS PER I I IPull rl I SECT.1102.2.4 I I oWt1 I SEE DET ON DWG-3 Stair 1 I I (1)1-3/4"x16"LVL RIDGE BOARD I I I LO FAN I ¢ I I I 0 I I r 1 "' 2'-6" 18'-8'/" 5'-3'/211 I I Q +6 I 12'-2'/z° 11 (3)2 X 12 W/ 2-1/2"STEEL PLA S FLUSH S a0I ----- ------------------ II ------- ---------- 1 - I - 1 - ;�; ; ; ;1 ; ; ; GUARDRAIL I u CO Cn I—Cl) BALCON _J V LIL I I 1 I I I I O I I CO I 1 I I I O� J GUARDRAIL / i it I 0� o I 1 zg I J J C Q x I 1 1 1 1 1 1 1 I U \ ' DN BEDROOM#3 "' 9'-0"CLG HT M � / i i i i mil i i i N ON! I- m °S/ =N \ = I I O O 1 $ I WALK-IN �o'}. r 1 p 1 i� I I N Z `C14 I CLOSET LOFT r 4,-0" 1 1 -7 .i-' I I N N U) 8'-0"CLG HT 2,_4" I I p N Q (LO BEARING ' \ I I I U) W I I WALL 10'-6'/�' 1 M ` I I CD > C" Q ( 8'-6'1 3'/2'1 I Z) W e" U __\"I (2)1-3/4"x 9-1/4"LVL I / 2x10 RAFTERS a.16"oc I I I Q � � (n 2x10 RAFTERS 8 16"oc OS 11 2x8 CEILING JOISTS @ 16"oc I 2x8 CEILING JOISTS @ 16"oc ii S 2x4 COLLAR TIES @ 48"oc 1 L J -TWV46-T — 2x4 COLLAR TIES @ 48"oc co - - - - - - - - - - - - - - - - - - - - -- I T-10 7,-0— 1 - - - - - - - - - - - - - - - - - - - � . PLATER_ 9'-1" PLATE HEIGHT PLATE T 3-2x10 I BEDROOM 00 8'-0"CLG HT o I �/ 1 — — — — TW3042-2 — — T I I 2x10 RAFTERS [cD 16"oc I o 0 2x8 CEILING JOISTS @ 16"oc 2x4 COLLAR LIES @ 48"oc I W „�; Cq ti II a � s I 13'-0" I 9 10 I I I Q; rU r o 3-2x10 I W U C) C N ��cll L — — — TW3Q52 2 — — — — \ J s~ M V GUARDS R312.1 4-8/2" 8/z 'C3 bj�r 00 O "a GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF 3'-8'/2" 9'-511 3'-611 O r-1 i Y OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, �/ O M RAMPS AND LANDINGS,THAT ARE LOCATED MORE 16'-7Y21 10'-101, 13'-11" 15'-5'/" ^ �' THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR O OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES _ U INSECT S RELENING SHAY TO THE DGN OBE E OPEN SIDE. 56'-10" ���a qRe O CONSIDERED AS A GUARD. C'414, Ft�Smoke Detector �°� HANDRAILS R311.7.8 Carbon Monoxide Detector 8'-1" PLATE HEIGHT d CO AREA SCHEDULE HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE Refer to DWG-1 General N O otes I 2ND FLOOR PLAN ;';;.;" SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. NAME AREA In accordance with Section 915 of the 2020 IFC, R314, R315 of the Residential SCALE: 1/4" = 1'-0" SECOND FLOOR AREA 1209 sq ft. code of NYS Area 11 1930 sq ft. q�� 1V 14 1 12 g 12 S 12 TOP OF PLATE of 'N", NNI 12 U Z W 4 12 — — _ TOP OF SUBFLOOR W g — _ _ _ — _ TOP OF PLATE W Q r) � � O O J = a_ F- 4 V) N C TOP OF SUBFLOOR E o °- c L° H - - - --MEU o•o B TOP OF FOUNDATIONLo._«w E N y $rm - - - - - - - - - o� �'C Uoeco c rr.. v c ,�� 1 C U V ST C w = m O O 1 N CL O 0 o— a 3 � �"Le > 10 .o � a.Y.� a ` ��L RI T LEVA ON a� cr w�oocuo CAL = 1 ,_0�� -=92c C=E2uoa S (0 6 a F Q t, G s C m O vrm -= a� c nE m ,cm o o r- IV H V N N ff F R E 6.0 0 0 TOP OF FOOTING — _ — _ — _ TOP OFRO F 12 10 12 12 10 10 TOP OF PLATE � - - - - - N W o O N Z N � T T ~ LuN ¢Eli � 0) 6i 12 12 co N W Q 10 1 T T 1 r a U) T s 12 TOP OF SUBFLOOR 5 — _ — _ TOP OF PLATE 4 (,..� C', F� L � a � � LLj—=L > TOP OF SUBFLOOR_ ~ ��c11 `t c' TOP OF FOUNDATION ^ b M O FRONT ELEVATION SCALE. 1 /4 - V-011 v Lc ��9'r rao�o TOP OF FOOTING 12 TOP OF ROOF 12 8 12 4 TOP OF PLATE W ` U Z 12 W 4 !0 v TOP OF SUBFLOOR , co TOP OF PLATE W ofZ - � W 4 Q I i WQtL FFF FE]EI FEE E11EIF 4 J ❑❑❑ 0-10 ❑❑❑ ❑❑❑ 0 0 o T T rOfc/) TOP OF SUBFLOOR y IE00 •y y TOP OF FOUNDATIONummu HUM MUH r - - - - - - - - - - w�wwE m 0 0 III i I IIII I 1 II cd � aaoi � O W W ,�9a;o = O'er Oo �' ta pSDI o In 1 I IIII I I 111 ` o� 10,` N!n C O W•N O C 3 III IIII T 111 0 .0 0. o cos y-.0 � III IIII III o� c y a� �w y rn _' _ LEFT ELEVATION Z. aE 2-1LL — — —JJJ N• m O 2y m =SCALE: 1 /4" = V-0" ae giC U O n a� c nE m a�•o � o �� � TOP OF FOOTING u en m cr IL- m E o c 0 n. — _ — _ — _ — _ TOP OF ROOF N LU 0 0 N Z 1 U) 12 W N 12 10 Ur Q i 10 Q r- U) 12 F--+ TOP OF PLATE N o o 1 TOP OF FOUNDATION M U bp 00 ai u I �/ M 1 I III 1 I 11) LLL =-JJJ I O III III R (�� J III III REAR ELEVATION ,II Ill �J SCALE: 1 /4" _ 1 1-011 ail. fi a� TOP OF FOOTING iEW�0 CONTINUOUS RIDGE VENT IDGE BOARD R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF R802.4.6 COLLAR TIES NORMAL UNDERLAYMENT AND SHALL BE NAILED with 4-10d EXTEND FROM THE LOWEST EDGES OF BOX NAILS IN ACCORDANCE ALL ROOF SURFACES TO A POINT NOT WITH FASTENING SCHEDULE LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"MEASURED ALONG INSULATION SCHEDULE THE ROOF SLOPE FROM THE EAVE EDGE OF THE shall comply with 2018 IECC BUILDING 12 Location R-value Thickness 9 Flat Clg * R-30 10-1/4" 12 2x6 CT 48"oc Vaulted Clg R-30c 8-1/4" Floor(unheated space) R-30c 8-1/4" 9 Floor(outside air) R-30c 8-1/4" Exterior 2x6 walls R-21 5-1/2" N1102.2.3(R402.2.3)EAVE BAFFLE air seal walls to pass 3 air changes per hour FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL BE UNINHABITABLE ATTIC W Above grade attic walls R-15 3-1/2" INSTALLED ADJACENT TO SOFFIT AND WITH LIMITED STORAGE Foundation Rim Joist: R-30 EAVE VENTS, BAFFLES SHALL MAINTAIN U R302.13 Fire protection of floors. AN OPENING EQUAL OR GREATER THAN Floor assemblies that are not required elsewhere In this code to All Glazing U = .30 SCGH: .30 THE SIZE OF THE VENT. THE BAFFLE R-30 BATT Z be fire-resistance rated,shall be provided with a Doors-less than 50% glazing U = .40 SHALL EXTEND OVER THE TOP INSULATION W %.-inch gypsum wallboard membrane, o OF THE ATTIC INSULATION. °is-inch wood structural panel membrane, Door-more than 50/o glazing U = .30 SCGH: .30 R806.3 or equivalent on the underside of the floor framing member. MIN. 1"AIR GAP* BETWN INSULATION W r^ M Penetrations or openings for ducts,vents,electrical outlets, If part or the entire attic will be decked over with plywood, AND SHEATHING W lighting,devices,luminaires,wires,speakers,drainage, the ceiling joists must be deep enough in order to fit the W W z piping and similar openings or penetrations shall be permitted. R802.5,2.1 LAPPED JOIST R-30C GATT LL haft insulation so that it is not compressed. If not then LAPPED NOT LESS THAN 3". — _ _ _ _ — _ TOP OF PLATE �`�-----R-10-RIGID INSULATION TA ED INSULATION — - — - — E:x�eptions: Cig Jsts will have to be built up or upgraded to the next size. AND SEALED AT INSIDE SHALL BE NAILED 16d Q < Q PERIMETER SLAB E ETER OF EXTERIOR GRADE EXTERIOR RU10 COMMON NAILS IN ACCORDANCE W � J 1. Floor assemblies located directly over a space protected by an WITH TABLE R802.5.2 ON DWG-1 W automatic sprinkler system in accordance with Section P2904, Other Specifications: MINIMUM BELOW v, 0 C`IFPA 13D,or other approved equivalent sprinkler system. - Windows: US 0.30, SHGCs 0.30 EXTERIOR GRADE � ® � ® O W 2. Floor assemblies located directly over a crawl space not intended - Z 100% high efficiency lighting (CFL's or LED's) 0— �. for storage or fuel-fired appliances. • 5 3 air changes per hour WALK-IN q O D 3. Portions of floor assemblies - Z All Energy Star appliances CLOSET MASTER BATH BEDROOM#1 L.L. O shall be permitted to be unprotected where complying with the following: r^ 3.1.The aggregate area of the unprotected portions does not exceed v! 80 square feet per story R403.6 Mechanical ventilation shall be provided that - 3.2.Fireblocking in accordance with Section R302.11.1 is installed along ENGINEERED meets the requirements of section M1507 the perimeter of the unprotected portion to separate the unprotected JF] 0 FLOOR portion from the remainder of the floor assembly. JOISTS w c TOP OF SUBFLOOR E U5 R403.7 Heating and cooling equipment shall be — - - — - _ = to 0 4.Wood floor assemblies using dimension lumber or structural composite m o '-'E B lumber equal to or greater than 2-inch by 10-inch nominal dimension, sized in accordance with ACCA manual J by a TOP OF FOUNDATION m c 02 _ `o S.--s or other approved floor assemblies demonstrating equivalent fire performance. l — _ _ _ _ — _ _ _ — _ _ w._ € 5-6 certified third party rater. ° a R-30C BATT a � ccZ2. ° 8m08 � INSULATION 8 b a°&i w w `o b. g -.0 o•T, o o w 'm o a ;•� j R302.13 FIRE PROTECTION OF FLOORS: 4� 2 w � = 2` Y`o PROVIDE 1 2"GYPSUM BOARD ON ENTIRE ,� m 2 c o io o c 3 CONTINUOUS RIDGE VENT CEILING A OVE BASEMENT ATTACHED a.� o o o ORv TO THE UNDERSIDE OF THE JOISTS. • o m u a� c �, ° �,L y rn tDGE BOARD L:e :e ,c c t� bR �♦ L a° C c b " ° 0 " °UNFINISHED ° ° °�_- m ° ° y•--- ° ° - E d = a r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — mt3Z'c_ d� c�i � mo BASEMENT L ° _ N ' m c n E m m o f° �' $w L" TYP.BASEMENT SLAB °; 8 W m Cr f= m E Ks`o n l 12 :S I :e I 12 r• e — _ - — _ —TOP OF FOOTING I �s I 1 2x6CT@48"oc SECTION — B. SCALE: 1 /4" = 1 '-0" R-30 GATT INSULATION TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION STEEL STRAPPING AT Class A Asphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, EACH NAILS specification CEIINGLS p JOIST Bd WI 12-8d NAI fasteners per manufacturers s Glued and Nailed in and the NYS CODE. accordance with the fastener schedule. r- TOP OF PLATE Underlayment as per section R905.1.1 & Floor joists and Bridging as per Code. - — - — - — - — installed per Table R905.1.1(1) Ice &Water barrier as per section R905.1.2 TYPICAL FOUNDATION CONSTRUCTION R-30C BATT Note: Double underla ment is required in accordance with chapter( Y q p 4 ® ® ® ® ® INSULATION for Roof slopes between 2 on 12 and 4 on 12) 3000 psi Air Entrained cast-in-place concrete o Framing As per plans with 1/2" exterior grade wall on cast-in-place Concrete Wall Footing per N Lu span rated structural plywood Sheathing, R403. refer to Foundation Plan for footing size & c� °° °° Nail to framing in accordance Fastener thickness. Concrete Horizontal and Vertical CN Z Schedules & Strapping per detail sheet(s). Reinforcement per Chapter 4. & gen note #6. N N 12 Flashing per R905.2.8 Damproofing per R406. 2- 2x6 approved 4 V" - R-21 BATT treated Sill Plates, Sill Seal And Termite shield per T1_M 111 1 ill o ii.i 1. INSULATION TYPICAL SOFFIT CONSTRUCTION. Section R318.Anchor bolts per Foundation Plan U) o Q TOP OF SUBFLOOR 18" overhangs-typical, 12" rake overhang and R403.1.6 Q W _ TOP O_F PLATE 7.5" Wood fascia & 7.5"Wood rake boards. — - - - - — - — azek" or equal INTERIOR WALL FINISH Metal drip edge per R905.2.8.5 Provide 1/2" Gypsum Wall Board on ceilings h Fully Vented beaded Azek Soffits and walls except basement walls & clgs - unless i WRAP HEADER IN noted. Min 1/2" Moisture Resistant Wall Board on AZEK BOARDS ® TYPICAL EXTERIOR WALL Ceiling and all walls in Bathrooms (humid areas) 4"AZEK BEADED 2x6 Doug-Fir Wood Studs @ 16" oc. and 5/8" cement board on walls and ceilings in wet areas. TT hh PORCH SOFFIT ON Double top Plate and Single Sole Plate. Provide 5/8" Fire Rated gypsum wall Board on walls V FURRING STRIPS 1/2" exterior Grade - Span Rated and ceiling located as per code, manufacturers Continuous Structural plywood Sheathing. requirements and drawings. 1 Fastened per Fastener schedule. tyvec House Wrap or equal. hardie Siding as per clients selection W TOP OF SUBFLOOR installed per manuf specs and NYS code. SAM , ..- •; . .. ; • ... . , . •. ; • Cont. load path strapping installed in accordance U TOP OF FOUNDATION with drawings. Provide Fire Blocking in accordance M" w �•+ `e :s R-30C GATT 4 with R302.11 & R302.11.1 and INSULATION ��9 Draftstopping per R302.12 & R302.12.1 F� `� �" cl LITCH > �Se oe BEAM �.e �.o W •� �" M O b bq C VESTIBULE UNFINISHED BASEMENT 0 L L a °, c M �. b•; b• 6� b� 2 tYi , , 4 , �EDA,gC O `e `e `e `e .. CrTYR BASEMENT SLAB c c • < < TOP OF FOOTING rR /0 / SECTION — AQc,,o SCALE: 1 /4" = 1 '-011 1 4 R802.4.6 COLLAR TIES CONTINUOUS RIDGE VENT WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, /RIDGE BOARD THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTC SPACE AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). TYPICAL R905.1.2 ICE BARRIERS; COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, ROOF SELF-ADHERED POLYMER MODIFIED 12 INSULATION SCHEDULE SPACED NOT MORE THAN 4 FEET ON CENTER. CONST. R802.4.6 COLLAR TIES BITUMEN SHEET USED IN PLACE OF shall comply with 2018 IECC RIDGE STRAPS IN ACCORDANCE WITH SHALL BE NAILED with 4-10d NORMAL UNDERLAYMENT AND TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. 9 BOX NAILS IN ACCORDANCE EXTEND FROM THE LOWEST EDGES OF Location R-value Thickness N1102.2.3(R402.2.3)EAVE BAFFLE 12 WITH FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE Flat Clg * R-30 10-1/4" IN FOR AIR-PERM A BLE A BAFFLE SHALL BE INSULATIONS 9 ?° EXTERIOR WALL LINE OF THE BUILDING. Vaulted Cig R-30c 8-1/4" INSTALLED ADJACENT TO SOFFIT AND ON ROOFS WITH SLOPE EQUAL A GREATER THAN 8l12,THE ICE BARRIER SHALLALSO BE ace Floor unheated s R-30c 8-1/4" EAVE VENTS. BAFFLES SHALL MAINTAIN 2x4 CT 48"cc APPLIED NOT LESS THAN 36"MEASURED ALONG Floor(unheated ) AN OPENING EQUAL OR GREATER THAN THE ROOF SLOPE FROM THE EAVE EDGE OF THE Floor(outside air) R-30c 8-1/4" THE SIZE OF THE VENT. THE BAFFLE 12 BUILDING Exterior 2x6 walls R-21 5-1I2" SHALL EXTEND OVER THE TOP OF OF THE ATTIC INSULATION. RAFTER/CEILING JOIST HEEL air seal walls to pass 3 air changes per hour UNINHABITABLE ATTIC OINTCONNECTION Above grade attic walls R-15 3-1/2" R806.3 WITH LIMITED STORAGE �h g" SHALL BE NAILED MIN.1"AIR GAP TOGETHER IN ACCORDANCE Foundation Rim Joist: R-30 BETWN INSULATION WITH TABLE R802.5.2 All Glazing U = .30 SCGH: .30 AND SHEATHING R-30 BATT (SEE DWG-1 FOR TABLE) INSULATION WITH SIMPSON H2AAT EACH Doors-less than 50% glazing U = .40 LVL HEADER RAFTER TO STUD. Door-more than 50% glazing U = .30 SCGH: .30 - - - - - - - - -- - -\- - - - - - - - - - - - - - - - - - - - TOP OF PLATE *If part or the entire attic will be decked over with plywood, the ceiling joists must be deep enough in order to fit the R802.5.2.1 LAPPED JOIST bait insulation so that it is not compressed. If not then 2X10 LEDGE LAPPED NOT LESS THAN 3". z CI Jstill h to be built u upgraded to the next size. LAG SCREW TO SHALL BE NAILED 16d g s w have p or up g STUDS @ 16"OC COMMON NAILS IN ACCORDANCE W SIMPSON SKEWED •„ WITH TABLE R802,5.2 ON DWG-1 Q Other Specifications; HANGER @ EACH b RAFTER r 0D BATHROOM BATHROOM co U) (� • Windows: U5 0.30, SHGCS 0.30 BEDROOM#3 , v�! 2 100% high efficiency lighting (CFOs or LED's) 12 BEDROOM#4 W ry Z 5 4 3 air changes per hour ENGINEERED,, W • z All Energy Star appliances OR OlsOs Q Q TOP OF SUBFLOOR_ W .J R403.6 Mechanical ventilation shall be provided that TOP OF PLATE meets the requirements of section M1507 ` " - ' - - - " O LVL BEAM O R403.7 Heating and cooling equipment shall be WRAP HEADER IN Q CL sized in accordance with ACCA manual J by a AZEK BOARDS certified third party rater. 4"AZEKBEADED WALL EXT. ® O PORCH SOFFIT O CONST. R-21 BATT n_ I.J. FURRING STRIPS INSULATION o Typical LAUNDRY ROOM HALL KITCHEN Floor Const. ° N O E,O *.. C T y NGINEERED m o�E 12LOOR ° c Lm �b ° a� oc JOISTS �E`o ctic �� y Wf TOP OF SUBFLOOR_ _ c•�r- po c J.�•..• .•• • P..• • •. �..• •,• C U qq.fl 27.,L... r O y • , t TOP OF FOUNDATION ZI m r N U a�tu, og r :e :e u 2 • c a N Le m� nY `o t , t , :e a w�nco �O•- a oc3 dt. 302.13 FIRE PROTECTION OF FLOORS: LVL GIRDER �e a w- c c m 6. R-30C BATT PROVIDE 1/2"GYPSUM BOARD ON ENTIRE t m c°i -6 c g y w y 2 L. tZ INSULATION CEILING ABOVE BASEMENT ATTACHED 6. 0 m c c t .Q •.� TO THE UNDERSIDE OF THE JOISTS. q,i. L n 0 w a o 3 € ► ► •° c ° gQ oc ° o °t VENTS: :6 :e a B °'- - t v c U c a e 4i Lvrnym vNE � oy m m o E 12 P3103.1 ROOF EXTENSION td�• tbti t:� ° 0 M m a Fes- w E c$o W OPEN VENT PIPES SHALL UNFINISHED b i= a. EXTEND MINIMUM 6"ABOVE 4•e b.•a BASEMENT THE ROOF OR 6"ABOVE THE ►' ►' �` ANTICIPATED SNOW ACCUMULATION. TYP.BASEMENT SLAB • t a :e :e . . . . P3103.2 FROST CLOSURE: t t • . . . .. . . .. .. . . .. .. .. WHERE THE 97.5%VALUE FOR b: _ _ TOP OF FOOTING _ _ OUT-SIDE DESIGN TEMP IS 0 DEG F f r^�»• ra. OR LESS.VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN TIN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE SECTION - THERMAL ENVELOPE OF THE BUILDING. SCALE: 1 /4" = 1 e-0" JL 4"VTR JL 4"VTR JL 4"VTR ROOF FOR TYPICAL MATERIALS SEE SECTION A --2" ---2" ` 1 R302.13 Fire protection of floors. - TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION Floor assemblies that are not required elsewhere in this code to be fire-resistance rated,shall be provided with a ' Class A Asphalt Roof Shingles w/ 3/4 Plywood Span Rated Subfloor, o " yw p , /2-inch gypsum wallboard membrane, 1 1!2" :1 1/2" :1 1/2" 1 1/2" 1 1/2" 1 1/2" ; ; 1 1/2' ; 1 1/2" ; 1 1/2" fasteners per manufacturers specification Glued and Nailed in %-Inch wood structural panel membrane, N and the NYS CODE. accordance with the fastener schedule. or equivalent on the underside of the floor framing member. o O 72' ' 2" 2" Underla ment as per section R905.1.1 & CV z y p Floor joists and Bridging as per Code. Penetrations or openings for ducts,vents,electrical outlets, installed per Table R905.1.1(1) lighting,devices,luminaires,wires,speakers,drainage, cV N 3" ; 3" ; 2 NO FL. piping and similar openings or penetrations shall be permitted. 1•- 0 N Q Ice & Water barrier as per section R905.1.2 TYPICAL FOUNDATION CONSTRUCTION fn LU o 2' 3" 3" 2' 3" 2" (Note: Double underlayment is required in accordance with chapter 4 Exceptions: � > o Q co co co for Roof slopes between 2 on 12 and 4 on 12) 3000 psi Air Entrained cast-in-place concrete 5 W 3" 3" Framin AS per lans with 1/2" exterior grade 1. Floor assemblies located directly over a space protected 4, an Q U) 9 p p 9 wall on cast-in-place Concrete Wall Footing per automatic sprinkler system in accordance with Section P2904, span rated structural plywood Sheathing, R403. refer to Foundation Plan for footing size & NFPA 13D,or other approved equivalent sprinkler system. Nail to framing in accordance Fastener thickness. Concrete Horizontal and Vertical _ 2. Floor assemblies located direct) over a crawls ace not intended 2" -- 2" -- 2" Schedules & Strapping per detail sheet(s). Reinforcement per Chapter 4. & gen note #6. for storage or fuel-fired appliances. p Flashing per R905.2.8 Damproofing per R406. 2- 2x6 approved Z 3. Portions of floor assemblies • -_____-- 3" - treated Sill Plates, Sill Seal And Termite shield per shall be permitted to be unprotected where complying with the following: r h TYPICAL SOFFIT CONSTRUCTION. Section R318. Anchor bolts per Foundation Plan 3.1.The aggregate area of the unprotected portions does not exceed v ' 18" overhangs-typical, 12" rake overhan 80 square feet per story r h� 1 ill" ; 2" ;1 1/2" 3" 1 1l2" ; 1 1/2' 1 1/2" 1 1/2" 1 1/2" 1 112" g and R403.1.6 7.5" Wood fascia & 7.5" Wood rake boards. 3.2. Fireblocking in accordance with Section R302.11.1 is installed along WASHER DW ; the perimeter of the unprotected portion to separate the unprotected 2" 2" 2" 2" ; azek�� or equal INTERIOR WALL FINISH portion from the remainder of the floor assembly. Metal drip edge per R905.2.8.5 Provide 1/2" Gypsum Wall Board on ceilings' FE� Yp 9 4.Wood floor assemblies using dimension lumber or structural composite 1 ST FL, Full Vented beaded Azek Soffits 3" Y and walls except basement walls & clgs - unless lumber equal to or greater than 2-inch by 10-inch nominal dimension, " 2" noted. Min 1/2" Moisture Resistant Wall Board on or other approved floor assemblies demonstrating equivalent fire performance. W N ' 2" 3 3" 2" TYPICAL EXTERIOR WALL ' Ceiling and all walls in Bathrooms (humid areas) co ; co co 2x6 Doug-Fir Wood Studs @ 16" oc. and 5/8" cement board on walls and ceilings in wet areas. a Double top Plate and Single Sole Plate. Provide 5/8" Fire Rated gypsum wall Board on walls o 1/2" exterior Grade - Span Rated and ceiling located as per code, manufacturers Z Continuous Structural plywood Sheathing. requirements and drawings. �.; ...., 0 Fastened per Fastener schedule. > kn � t ec House Wrap equal. w I: M BASEMENT Yv p or hardie Siding as per clients selection -d 00 a°FAI installed per manuf specs and NYS code. ,�,�// Cont. load path strapping installed in accordance O W 3" with drawings. Provide Fire Blocking in accordance „I Q+ o M CZ .40 )1co cc CO with R302.11 & R302.11.1 and �� Eb A%, 1� �Draftstopping per R302.12 & R302.12.1 AEG G To a New Suffolk County 4" Approved Sanitary System ' 1 U VIPA 1 . PLUMBING RISER DIAGRAM 9��. r.,11901c) -AW 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 - NE%N �^ 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS Not to Scale MUST BE IN COMPLIANCE WITH CHAPTERS 25THRU 31 4 -------- - -7 -_ ---------------------------------- --- y --------- 'I t ---------------------------------------------' 1 I I 1 I 1 ■ � 11 1 t 1 I I I I W I 1 h 11 1 I 1' 11 1 1 ry 1 1 11 I I t 1 � y T r ` II 1 f-I-- ---- ------- -------, I 11 W II I ' I I 'i 1 1 tip W z 1t 1 1 1 1 fl 1 t It 1 1 I I 1, i t II 1 I 1 1 +I 1 I 11 I 1 1 1 '1 1 1 T C W i LL O 0— V) u 1 11 1 11 1 1 1 fl I , II 1 1 1 I I 1 fl I , 11 L����''�1-•• I 1 ________________ I t 1 1 1 �I 1 ; N C E•- U 2 E. 1 1 I I 1 41 tm G7 0 N A � � 1 1 1 'I I ' +L-+C s E .WC� vOi•O O'L"' C' O U C tl M = � cpcZa a" � cy � C 8 N OI xt°w CY•8 O D O N M, �0 0 2;9, -----' 1 I +I ; 1 �,F CO•U o " OLaO-. m� m prj------------------------------- ,tl O d QU06 N 1"r-------- ----Tr- ---11 1 �t m rnvai g m u) I+ I ---------------- 1 1 -- It .- C C r d Nam- o f 1 w, .-•L.. N C 1 C H O � U A L O omc L Em• oa c N N f0 V m '-per O N N•C�` Q N � V C rLO+ � Om Ifl d'O •O O r� C N c o- Ill • i I , 1 +I 1 ' F- U conN L7• t•' l6 E cm O n. -------- - --- ---- +I I I +I 1 1+ 1 Irl---------------------------- ------ ------------------- If ---------T--------------�III I " , 41------------- I I I_- - t I--j- - 1-------------- 'lot ; I I+ ----------- - -- ' I t 1 I i1 ----•• m ___ _____________'--�___---I I I II 1 1 /i I , I I I 11 1 W N F- 1 o 1 1 rl I I i ; 1 it ' 1 1 I 1 1 ' I Q O ' 1 n ' 1 N �Z I+ 1 1' ' 1 1" 1 I) 1 I 11 ; t W O IflIr'1-- ----------------------------------------- ; _ r W I I Ir-- ------------------------------------------ //��//�/�...�n��n..JJJJ 'I`/' Q 1' 1 I I 1 II 5 w U I I 1 I tl 1" `___-_ ____--1� I it Q LJ 1 1 ___- y • 1 11 1+ I tl 1i , I rl I" I I II tt��I Il , I tl f ' II I+ 1 1 If If I I tl (v^ If I I tl If I I tl u If 1 1 II If 1 r rl If I 1 11 If I 1 11 If t 1 II If 1 I tl cq E•� I ¢ M Wbj) O C ROOF PLAN _ 1 SCALE. 1/4H - 1 -011 'Sr 019ol F NE�� V BRACED WALL PANEL.a .` PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-A 1-B 1-C 1-D 1-E 1-F 2-1 2-2 2-3 2-4 2-5 2-A 2-B 2-C BRACING METHOD ® CS-WSP CONTINUOUS SHEATHING ' TABLE R602.10.4 page 185 BRACING METHOD CS-PF GB GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB GB CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP WOOD STRUCTURAL PANEL p. DETAIL #1 ON DWG-2 'i BRACE WALL LINE SPACING(FT).b 16.66 16.6 16.6 8.3 8.3 18 18 19 16 33 20 33 17 17 10.75 14 14 14 11 24.4 24.4 9 ® CS-P F CONTINUOUS SHEATHING 10, KIAX I I 20'MAX I I 1fl p l/�}E TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 24" 24" 24" 24" 24" 24" 24"/48" 24" PORTAL FRAME BWL 3 Bvb'L 2 BWL 1 TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 3 7 7 2.5 2.5 4.5 4.5 4 7.4 28 4 14.2 4.4 4.4 2.7 7.3 7.3 3.5 2.8 6 6 2.5 DETAIL#3,DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c GB GYPSUM BOARD co 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 BRACED WALL NOTES: I 1 2 L _UJ 2. ROOF EAVE TO RIDGE HEIGHT 1.33 1.33 1.33 1.33 1.07 1.05 1.07 1.07 1.33 1.07 1.07 1.07 1.05 1.05 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 REFER TO DETAILS ON DWG-2 z 4 FOR HOLDOWNS,STRAPPING,BRACED "_J 3. WALL HEIGHT .95 .95 .95 .95 .95 1 1 .95 .95 .95 .95 .95 1 1 .9 .9 .9 .9 .9 .9 .9 ,9 WALL DIAGRAMS AND DWG-1 w FOR NAILING SCHEDULE. ALL BRACED t I I I ? f WALL PANELS SHALL BE FULL-HEIGHT 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.3 1.3 1.3 SECTIONS OF WALL WITH NO VERTICAL 3 OR HORIZONTAL OFFSETS. 5. ADDITIONAL 8001b HOLDOWN DEVICE BWL J IN 6. GYPSUM BOARD OMITTED BRACE WALL LINE ` W 7. GYPSUM BOARD FASTENING .7 ,7 .7 .7 .7 U - - - - - RESULT REQUIRED BRACED WALL LENGTH(FT) 6 10 10 5 4 7.6 7.6 6.5 15 31.8 6.5 23.0 7.4 7.4 4.5 8.4 8.4 6 3.7 8 8 3.4 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) z MAXAX 20'MAX 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 20 NOTE:CONTINUOUS TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 9.5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 W 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE 0 SHEATHING METHODS _ SHALL BE OFFSET NOT MORE THAN 4 FEET. REQUIRE ALL FRAMED PER PLAN BRACING LENGTH PROVIDED (FT) 9.5 11 10.9 7 12.7 11 8 7.33 23.8 40 8.6 28.5 12.5 10 7.3 8.4 9.66 13.5 10 20 20.5 19 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL (� PORTIONS OF THE BRACED �; y; Y THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. Cn WALL LINE TO BE SHEATHED. COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH W END OF BRACED WALL LINE W z 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL a.Linear interpolation shall be permitted PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE 0 b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, R602.10.2.2 the average dimension shall be permitted to be used for braced wall line spacing. W Q 0 ABBREVIATIONS; BWL=BRACED WALL LINE, O BW=BRACED WALL, O W CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION J U l I I _J m 1 Q I O J � I � I N I ml � I _J tY � O co mj � � t� 4'-0" ! 8'-11" I 24'-5'/2" ! 4'-0" 4'-0" 32'-11" 15'-11" 4'-0" a 3'-8 15/16" I 3'-815/16 I 3'-2 15/1 I3'-215/1 4-Q+ mo ° �'- 3'-8 15/16"I 3'-8 15/16" I I I I o: cna u rn o V 4.1 c o CS-WSP CS-WSP � cczn `onO � E0 O 8tOA Of �w ff�LO CS-WSP ( CS-WSP c� � c c � m CS-PF CS-PF g I.d I t cs R 15 o` ID Y rn i v `7 3 I oa � 0 ° -0°s��G 1 co ---- -BWL2-1--U -- I --------- --- U - -------------------I---- - BWL 1-8 - --� -----I------ -------- -- -- ---�---U ------------ ( -- --_ BWL 1-1 io-S ro �N± ,o- E j - - - - - � � ° � Uaw _o { c o c n ° 0 3 o 1 9 " 1 O ro C c C7 0•- C d 3-3/e I O ( ( rvmyM cLimE � � ° � I u- w I, I s (DiTCS-WSP CS-PF n m cc v H rca E a2._ o a I ' S-PF CSPF ->U --1 ' O I GB METHOD I TABLE R602.10.4 to O.C. ES a. NCLUDINGTOPAND (n " I I BOTTOM PLATES,7"IN FIELD i I ( N , „ , „ , ,+ I I ALL HORIZONTAL JOINTS I 00 U 60 4-0 17-0 4-0 V-011 = BLOCKED AND �p 1Lu FRAMING BWL 2-2 ' i I I Io�> 2 AS PER DETAILN2 ONIDWG 2 ---- ---- -- --- I-- - - ---j - --- I I m a 4'-0" " 1 ' co U N CS-WSP CS-WSP CS-WSP r v o _ ( 3 o I I BWL 1-2 •p O 3 rn ----- - ----- ---- - ------- O I fD I N V .1 1 1 I 0 d- 8'-0"LO I I I e ry `O BWL 1-6 , - --- ---- ----------- -------- ---- --- -- - --- ----- M 1 o ------------ xxxxxxA27=777227775I I I GB METHOD TABLE R602.10.4 ' 9'-8'/2" I a. 7 O.C.AT PANEL EDGES I S"ry I INCLUDING TOP AND F BOTTOM PLATES,7"IN FIELD O 0 - - BWL 2-3i�-- - _ I ------ -- - - -_- I v j ( ALL HORIZONTAL JOINTS I M I ►1 N F- T-- , ' 1 BLOCKEDAND o w CO NO � FRAMING CONNECTIONS I 2 I e- O I I = I AS PER DETAIL 2 ON DWG 2 0 njEO ,. N i -I- - - - I �- wo a _L= 11 1 1 I - - - - - D W� 4'-0"0 GB METHOD C W c) Ua D C/' itCD 6-11" _ _ _ _ - ---- -- ----- --- -- _ BWL 1_3 - T GB METRO 1 I I I I 1 1 I I I 1 1 I 1 I I 1 1 ' I ' ' 1 u ONO BWL 1-7 ---- --- ---- I ------------ - - - - - - - - - - - - ' I I I _ GB ' 1 ' M BWL 2-4 I 5'-10" o q a I I a I o o a. 00 ---- ------ ----' ------- - --- ------------ - --- - -- --- -- `0 3 j �? a � Oz e a I ��j I fA fA M rn I I a N a. `° I BWL 1-4 CS-WSP i CS-WSP 1 --------------r---- -- - -- -- - -- 'I I W4-J n CS-WSP CS-WSP I r I CS-WSP ran P-+ -+ 3'-7�4" I c i I I M y I 1 lo CS-WS rA O I � w � � CS-WSP I o I oo O I O 4'-0" 2'-8 3/1 H BWL 2- co j ( '-11 15/1 2'-7 3116" I [21-71/4" I -�----------- ---------------'--------- -- - - ---- I I ~ �r � 1 I i I ICn 12 ' 1 CS-WSP , I I I ► , cs-wsP CS-WSP CS-WSP 3'-9 13/16" I 3'-9 9/16" I46Ct 1 4-0 17-0 0-0 I I6 N 4'-0" 33'-4'/2" 4�_0�� " 16-0 12-11 2 � I 0 oso 2ND FLOOR WALL BRACING PLAN I 1ST FLOOR WALL BRACING PLAN SCALE: 3/16" = 1'-0" m SCALE: 3/16" = 1'-0" V � 56'-10" z W N 31-011 3'-011 CO 31-011 31-0" F-1011 lo, W T- 48X48 SLIDER 48X48 SLIDER 0) 00 T- 0 Cl TEA 14'-811 24'-0" 131-811 NpR ST EXISTING WINDOW ST E FINISH WELL TO REMAIN EXIST.DROP HDR EXIST.DROP HDR STAIR < C) - ------------------------------- ------------------------------------ 13--------- ------------------------------------ - --------------------------------- 3: T-611 —J 31-011 0 C/) U) (� W 0- 0 W 0 ol = 0 CL fy_ U) 0 [Ij Lij LL—1 E.0 16 c 2 'm CY) 0 Im— t _ p E E RECREATION ROOM z STONE 2 Z-. -E 2i r & FLOOR 0-6 CLG HT 9'-l" -6 Cc GYP.BD. CLG .0 a, 0 a 4) G Z Z F.D. o .4.2�5 '@ 2 2-- 0.0 00�0 om�0'20 0 c c 2 22 ii 0 r- gZ 3 r. 0 EXTERIOR :2 w Cc t-6 '6 0- (1)-cc th 0 0 04 LIGHT r- CL'00 1.0 Z- 5. p: 2 -C ABOVE E ac 1,1-0 8 r- —0 0 4.0i cl 7 E L) tf) 541-711 P = D U� 10 In Q),E C 2 0 M*V = 0 5 w cc rr at r- m.!= o c. (0 co 8'-61/2" 181-011 81-61/211 1 U-01/2" 1 01-OW 3'-01' ILITSIDE BASEMENT ENTRANCE 8"CONCRETE WALL ON MIN 116"X 8" ILITSIDE BASEMENT FOOTING WITH 4"CONCRETE LANDING& 4"DRAIN TO DRYWELL,CONCRETE STAIR MEETING R311.7-STAIRWAYS. HANDRAIL PER R311.7.8, 34"-38"ABOVE 0-6" 2'-8-: -8 9 2' 2 NOSING. 36"HIGH GUARDRAIL ON CLOSET FAN TOP OF CONCRETE WALL. -------- (2) #4 REBARS ABOVE DOOR OPENING. 41-11 1" 8--10" :up: 25'-8/4" -011 51-01' 1� it (3) BATHROOM 11 UTILITY CLOSET CLG HT.9'-1* 9 ROOM GYP.BD.CLG CLG HT-.V-11" STEAM TILE FLOOR W CONC.FLR �OsrT GYP.BID.CLG SHOWER C ELEC.PANEL It it It 11 --------- 11 11 If rR 4 1 1 U) C If I I LIJ to C") C1) 0 AIR z HANDLER 04 C) 0 CV) < WCn CD L]Ij Oo > -r-- -j iz SUMP z r- <o 2( :D UJ L) 9 C/) END \--,3'EXTERIOR SLAB LEDGE UTILITY PROPANE ROOM NAVIAN FURNACE CONIC.FLR \3-EXTERIOR SLAB LEDGE in 121-311 GENERAL EXISTING CONDITIONS NOTE: ALL EXISTING DIMENSIONS AND CONSTRUCTION CIO WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, 0 0 AND FIELD MEASUREMENTS. ALL MEASUREMENTS SHALL BE VERIFIED BY 0 CONTRACTOR PRIOR TO RENOVATION,ORDERING M MATERIALS AND START OF CONSTRUCTION.CONTRACTOR /Z!Sl\ IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. 10 ARCHITECT DID NOT MEASURE INACCESSIBLE AND 81-011 56'-10" bD 00 CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN r CD INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY ARCHITECT OF CONDITIONS. ro I V-4 OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF en 03 EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. KEY 0 04 FINISHED CONCRETE FDN WALL D Al,�c O 2x4 WOOD STUD WALL @ 16" OC ,ICA J SMOKE AND CARBON MONOXIDE ALARMS FOR ALL WORK SHALL CONFORM TO; 1/2" M.R. GYP BD WALLS REPAIRS,ALTERATIONS AND ADDITIONS: ;A 9'-0" FDN WALL HEIGHT SPRAY FOAM INSULATION In accordance with Appendix J 2020 NYS RESIDENTIAL CODE AREA SCHEDULE When repair work,afterations,interior alterations FOUNDATION PLAN and additions requiring a permit occur, APPENDIX J NAME AREA the dwelling shall be provided with smoke alarms SCALE: 1/4 I " = V-0" INTERIOR FRAME WALLS and Carbon Monoxide Alarms located as required SECTION AJ301.4 ALTERATIONS - LEVEL FINISHED BASEMENT AREA 1945 sq ft. 2X4 & 2X6 WOOD STUDS AT 16" OC 01901 for NEW DWELLINGS and shall be interconnected SECTION AJ301.5 ALTERATIONS - LEVEL 2 EXISTING BASEMENT AREA ft. 0 and hard wired. SECTION AJ401 REPAIRS 1/2" M.R. GYPSUM BOARD N TREATED SHOE PLATES 4 CELLAR LIGHT AND VENTILLATION REQUIREMENTS SECTION 303-LIGHT AND VENTILATION 4" ROOF VENT 303.1 HABITABLE ROOMS EXCEPTION 1. PROVIDE AN APPROVED MECHANICAL VENTILATION SYSTEM IS ROOF t INSTALLED IN ACCORDANCE WITH SECTION M1507 J HABITABLE ROOMS ROOM AREA FINISHED CELLAR 1021 S.F. 1021 S.F.X 8FT.=8168 CU.FT.X 0.35=2860/60=48 C.F.M.MIN. REQ'D z W REQ'D.=48 C.F.M PROVIDE=100 C.F.M.AT FINISHED CELLAR rrW EXCEPTION 2. ARTIFICAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE FIRST FLOOR ILLUMINATION OF 6 FOOTCANDLES(65 LUX)OVER THE AREA OF THE FINISHED CELLAR(RECREATION ROOM&STORAGE ROOM)AT A HEIGHT OF 30 INCHES ABOVE m r THE FLOOR LEVEL.THE CLOSETS,BOILER AND LAUNDRY ROOMS ARE EXEMPT.) HABITABLE ROOMS ROOM AREA iL FINISHED CELLAR 1021 S.F. W 6 FOOTCANDLES REQ'D. IIEXTG 4"C.I.WASTE 165 WATT BULB=800 LUMENS ''^^ 1021 S.F.X6 =6126 vJ 6126/800=8 LIGHTS REQUIRED MINIMUM 7 4"dia.C.I DRAIN TO LLL 3"V W L 7 EXISTING SYSTEM Q � Q W J 2"V 2'r L V NOTES GENERAL CONSTRUCTIONO W EJECTOR 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. O n' PUMP as adopted by New York State May 12, 2020, �/ a. O Additional Code Compliance: N W.C. 2020 Energy Conservation Construction Code of New York State,the I.L100 SHWR Additions,Alterations&Renovations:shall conform with Appendix J CELLAR 2. Written Dimensions take precedence over scaled dimensions E.4 C.O -6 c y o m•- 3. The contractor prior to the start of construction shall verify all �, „ �, 2 cLn dimensions,existing or new and be responsible for field fit. w .-� E r y o w 2" u ° rno me ° ° c 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, 0 a o � y ( C C7 S C w O shall be installed in accordance under latest State approved Building Codes. �,c o•�, o � � `o All systems are to be designed, installed, &specified by the general contractors; HVAC, e o o `o� 0-0 y 2 w 2 Y " electrical or plumbing sub-contractors. = a" N >Z � iz!g 8 4 C.I.WASTE p g v y�' C O m.N as O c 3 Electrical certificates are to be provided the electrical contractor. w c•2 3 s ='� 3 m 0 0 ° a"i ° °c °ate Nt�£ BACK WATER VALVE TO BE INSTALLED 5. Base design value for visual) graded dimensional lumber:Joists,studs Rafters and All .. 9 Y9 lu M_=_C s� ui Q 3 o E Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 t a� o Q -o a � � o BACK WATER VALVE TO SERVE CELLAR Min. Fb for dimensional lumber=850 psi. a o o•2- � F o t Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. .2- c o= E ° 0- FIXTURES ONLY Including but no limited to:Deck Framing, Posts, Headers, Girders&Ledgers. m y �_� a y 0 cc 0 C m c nE in �� o gw 12 6. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 0 co E a o CD PLUMBING RISER DIAGRAM a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D or stainless steel. N.T.S. b.) Use Copper flashing Only against ACQ Lumber Sill Plates 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 c.) All Structural connectors i.e. simpson strong-Tie or USP,etc 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS shall be Hot-Dipped Galvanized or Stainless Steel. MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 9. All Engineered Wood Products such as"Tres Joists, Micro-Lam, etc"shall be SECTION P3008 BACKWATER VALVES installed in accordance with the manufacturers latest installation details, Framing connectors,Allowable Hole diagrams, specifications,etc. P3008.1 WHERE REQUIRED "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES "Anthonyower Beams Design p ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF Y g Stress; E=2.1, Fb=3000 psi, Fv=300 psi THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BYABACKWATER 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, VALVE INSTALLED IN THE BUILDING DRAIN,BRANCH OF each sleeping rooms in basement, habitable attics, and every sleeping room THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING shall have at least ONE operable emergency escape opening as follows: SUCH FIXTURES. Sill height of not more than 44 inches above finished floor. BACKWATER VALVES SHALL COMPLY WITH ASME A112.14.1, A. Minimum net clear opening of 5.7 square feet. CSA B181.1 OR CSA B181.2. Except grade floor openings shall have a minimum net clear Existing Floor opening of 5 square feet. System B. Minimum net clear opening height shall be 24 inches. C. Minimum net clear opening width shall be 20". D. emergency escape and rescue openings shall be operational from the inside of the room without use of keys or tools. WHERE Basement contain more than one or more sleeping rooms, 0 an emergency escape opening shall be provided for EACH sleeping room. W TOP OF CONC Emergancy escape and rescue opening shall open directly to the outside F- 1/2"gyp bd clg and or EXCEPTION: Grade floor or BELOW grade floor openings shall have CD acoustical the ceiling on BOT OF a net clear opening of not less than 5 square feet. CV to metal suspended grid 12 LVL Q min.ceiling height:7'-0" 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window j W 1 opening is located LESS than 24 inches above the finished floor and GREATER W J than 72 inches above the finished grade or other surface below on the exterior Z Q W fire-blocking,vertically @ of the building,the window must be provided with a window opening control device _ Of U) ceiling level and horizontally that compiles with R312.2.2 Window Opening Control Devices. at intervals not exceeding 10 feet 12. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in accordance with R302.11 thru R302.11.2 and Draftstopping shall be concrete foundation wall installed per R302.12 thru R302.12.1 o Fireblocking materials R302.11.1 shall be as follows: treated wood stud framing @ 16"oc 1. Two-inch nominal lumber top and bottom plates,lay bottom o 2. 1/2"gypsum board shoe on bead of sealant. 003. Batts or blankets of mineral or fiberglas shall be permitted for compliance F..� 2x4 studs @ 16"oc with with the 10 foot horizontal fireblocking in walls constructed using parallel h� Spray Foam @ R7 per inch x 3.5"=R24.5 rows of studs or staggered studs. ►►��11 4. cellulose insulation installed and tested in accordance with ASTM E 119 or UL 263,for the specific applications 1/2"moisture resistant wall board W Painted � � a � o - - - - - TOP OF SLAB T H Q .� CZ TOP OF FOOTING G � >~ > M00 Ua ealant along bottom of sill rrrr.�� w 0 O U O ct ~ " Ct T EXTERIOR WALL SECTION \��V D ARC SCALE: 1/2" = V-0" '� '' y�c ��� _0 0, '9X 019o10 Q� FOp NEB'