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Home My WebLink About50142-Z TOWN OF SOUTHOLD y � BUILDING DEPARTMENT u TOWN CLERK'S OFFICE " n SOUTHOLD, NY -9�9W. ,a 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 #: 50142Date: 12/19/2023 Permission is hereby granted to: Theoharis, Bill c/o Suady Theoharis ......... ........ ................ ........ 7 Sonata Ct Lake Grove, NY 11755 To:. Construct a new single-family dwelling with HVAC system as applied for per SCHD approvals. At premises located at: 1745 Stars Road, East Marion SCTM # 473889 Sec/Block/Lot# 22.4-10 Pursuant to application dated 1m_1/21/2023 and approved by the Building Inspector. To expire on 6/19/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,937.00 CO-NEW DWELLING $100.00 Total: $3,037.00 Building Inspector saeeu.?, q � w TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-95021 ://wvv . outholdto1y .om Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D ECEOVE C, r m� m , PERMIT NO. vO,�� Building Insp Ctpr: Nov . N� Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,anu' , a Sal ... Owner's Authorization form(Page 2)shall be completed. Date:9/25/23 OWNER(S)OF PROPERTY: Name:Speonk Land Development LLC SCTM # 1000-022.00-04.00-011.000&001.000 Project Address: 1625 & 1745 Stars Rd. East Marion, NY, 11939 22-- 4- I l• I Phone#:631-512-4522 Email:monumentalproperty@yahoo.com Mailing Address:3080 Route 112 Suite B, Medford NY, 11763 CONTACT PERSON: Name:Christopher F. Dwyer, Associate, LKMA Mailing Address:437 South Country Road, Brookhaven, NY, 11719 Phone#:631-286-8668 Email:cdwyer@lkma.com DESIGN PROFESSIONAL INFORMATION: Name: Robert A. Steele, P.E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele@lkma.com CONTRACTOR INFORMATION: Name:Oasis at Mattituck Corp. Mailing Address:3080 Route 112 Suite C, Medford, NY 11763 Phone#:631-767-4807 Email:peter@modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to AC I this property? ❑Yes R No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Christopher F. Dwyer RAuthorized Agent ❑Owner Signature of Applicant: µ Date: 9/L STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this EA day of . 20 Notary Public CHRISTINE��FANO NOT�A�IY PUBLIC,State of New York f+fo,s11 WIf321035 ,Suffolk Ootarl OnOn"�Wlhllerethe�appli an olt�lt�lll�1��III�II��a�or�Iselora `aspice�Au�rr�tt �,�.�.��-.�... C5-7o 2p Mn /", , -gaT/?vl"'I A-�ef 6,( C ( residing at ' NY a— l f l 7/ ' Vido hereby authorize A-IIJ e'-A41A44e-1- ;r to apply on my behalf to the Town of Southold Building Department for approval as described herein. C ku� fz _ jj23 Owner's ature / K v Date int Owner's Name 2 V Generated by REScheck-Web Software Compliance Certificate Project 2023_017 Oasis 2-R-S ° w Energy Code: 2018 IECC 411 Location: Southold, New York " Construction Type: Single-family Project Type: New Construction � Orientation: Bldg. faces 180 deg. from North UU�� LL Conditioned Floor Area, 4,613 ft2 ° ' �� Glazing Area 11% � (fj((Ilflw Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Willow Drive Modern Age Home Builders, LLC Jerry D'Amaro East Marion, New York 11939 3080 Route 112 D'Amaro Engineering Suite C 20 Mariposa Lane Medford, New York 11763 Manorville, New York 11949 631-569-4513 631-878-7808 peter@ modernagehomebuiIding.co m Compliance: 1.5%Better Than Code °~4flaborn•grade tradeoffs are no Ilorngeir co nsUdeired in the UA or p ertoirirmnaince cosnpUUau°nce path in REScheck. II:ach sW,).oun•grade asseunbo y in the specified cpUmate zone must r neet the mpi n�r nusa°sn eneirgy code linSUlatUMI IR...rralln.ue and depth u•eg,uker nernts, velo e blies Gross Area Cavity Cont. Prop. Req. Prop. Req. 'Assembly or Ceiling: Flat Ceiling or Scissor Truss 473 39.0 0.0 0.030 0.026 14 12 Ceiling: Cathedral Ceiling 1,540 39.0 0.0 0.027 0.026 42 40 Wall-Front Main: Wood Frame, 16"o.c. 1,008 15.0 5.0 0.053 0.060 42 48 Orientation: Front Door-Front: Solid Door(under 50%glazing) 34 0.230 0.320 8 it Orientation: Front Window Front:Vinyl Frame SHGC: 0.27 179 0.300 0.320 54 57 Orientation: Front Wall-Front to attic:Wood Frame, 16" o.c. 33 15.0 0.0 0.077 0.060 3 2 Orientation: Front Wall-Front gables: Wood Frame, 16"o.c. 84 13.0 5.0 0.057 0.060 5 5 Orientation: Front Wall-Right Side Main:Wood Frame, 16" o.c. 179 15.0 5.0 0.053 0.060 9 11 Orientation: Right side Wail-Right Side to gar: Wood Frame, 16"o.c. 237 15.0 0.0 0.077 0.060 17 13 Orientation: Right side Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 1 of 8 W ! REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # Pre-inspection/Plan Review Plans Ver fied Field Complies? Comments/Ass �•.. Section p umptions & Rec�.ID _. 103.1, and drawings Construction ❑❑Compli • g es Requirement will be met. 103.2 -documentation demonstrate Does Not [PRl]i energy code compliance for the []Not Observable building envelope.Thermal envelope represented on ,�i! „ 1r��'i �% �� ;❑Not Applicable COnStrUCtlOn documents. � ......................... _.. _ m 103.1, Construction drawings and „oi „ i ❑C rmpli,es, Requirement will be met. ��%� �! 103.2, documentation demonstrate " ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems ❑Not Applicable Systems serving multiple /� dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not I[PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: h Im act(Tier 1) �2 Medium Im act(Tier 1 Hig p p 2) 3 Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 3 of 8 # Framing / Rough-in Ins ection ___ �___.. m„� .. .a...._..� ,� �, .... .. Section _ Plans Verified Field Verified Complies? m 9 ........9 p Value j Value Com ents/Assumptions & Re J 402.1.1, Door U-factor. ..... U__ n,... . U .... .... ._.__ .❑Complies ....m. _.., _ �- WDYeY see the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ;❑Not Observable , ❑Not Applicable - Glazing..... ._ ___� �..._ ......_..... 402. �.......... LI-factor(area-weighted U- U- FIC'omplies See the Envelope Assemblies 402.3.1, average). =❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable �b 303.1 3 �Ufactors �_ _� ,;. �- � � �.. ..�...._._...�. .�.._... �.......... - of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable " jtaken from the default table. .,,”❑Not Applicable 402.4.1.1 Air barrier and...... r �, _..... _.... ❑Com lies Requirement will be met. thermal barrier "' % „' P q [FR23]1 installed per manufacturer's ❑Does Not w„. instructions. ❑Not Observable ❑Not Applicable .........._. �r��,>r� . _.... _._............ 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 r ;1❑Not Observable ,or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code `' limits. _ 402.4.5- -.IC-rated recessed ....... � �.Y ��a, . __o ....._ies Re ....... d lighting fixtures ❑C'ardplies Requirement will be met. [FR16]2 sealed at housing/interior finish ; ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. °❑Not Observable ; ”❑Not Applicable ......... ..... ..... .. ,,,,,,. ,,,, ,ew �.. _ ....... . 405.2 All ducts in unconditioned spaces R- R ❑C'omplies Exception: Ducts located [FR25]1 or outside the building envelope ❑Does Not completely inside the are insulated to >_R-6. ❑Not Observable building envelope. ❑Not Applicable .........., - ..............m.��....a � �o., ��„ _.....�;...._ ...... 403.3.5 Building cavities are not used as ElCompHes Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 03.4 above 105-Econ chilled fluids R -� R OD"� Requirement .__.._..met. _. piping conveying omplies 'Requirement will be met. z ° oes Not 1� below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable _._._._. �_. ... .., ,. ,.... _ . �..._..__. 403.4.1 Protection of insulation on HVAC „ .❑Complies :Exception: Requirement is [FR24]1 piping. ❑Does Not not applicable. E]Not Observable '❑Not Applicable 4 0.6 installed on r gravity o _ ......t ... .. 3.6 Automatic or ravity dampers are ❑'Complies Requirement will be met. i z outdoor air -]Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: II lm Hi h Im act(Tierml) 2 Medwm Impact(Tier 2) .. 3 Low Impact(Tier 3)) � N. .._g P ...w. — Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 5 of 8 _.. Value ------.. ,a _ ..... �. ec 1 N p PlanValuefled FieldVerified P ' P:. ID ions & Ftp .m... _ . .... .._ .... _...�..�...eeeee.., _ ... . # Final Inspection Provisions Com lies Comments/Assum t 402.2,1, Ceiling insulation R-value. Wood ❑ Wood ❑DoespNot lies :See table forvaluthe lepeAssembh �.. . 'es 402.2.2, ❑ Steel ❑ Steel []Not Observable [F1111 6 :❑Not Applicable FI1] Ceiling insulation i ��Complies Requirement manufacturer's i installed per ,,� 303.1.1.1,` will be met. ilial/ / rr % � / ' 303.2 � instructions. ,% , �� Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.23 Vented — ._ ..� �y ..... __ nted attics with air permeable % r i ❑Complies Exception: Requirement is �[F12212 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 — ; ACH 50 = '❑Complies ;Requirement will be met. — i[F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies Exception:All ducts and air [F127]1 determine air leakage with ft2 ftz ❑Does Not handlers are located within either: Rough-in test:Total conditioned space. ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. ' Duch _ ... ..... _ __; — _ _ 403.3 4 tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. �_ �� 7� 777 403.3 2.1 ;Air handler leakage designated i�� ❑Complies Requirement will be met. �[FI24]1 by manufacturer at <=2%of �" �� , i ', ❑Does Not design air flow. /i� r El Not Observable ❑Not Applicable .....403.1.1 Programmable thermostats ..... :� ..._� '.W..�n..—__ ... ._... ,;" „, ,; e❑Complies Requirement will be met. [FI9]� installed for control of primary j/� ❑Does Not heating and cooling systems and '��' �� ❑Not Observable initially set by manufacturer to �AM ; code specifications �� i El Not Applicable ....._ . 403.1.2 Heat pump thermostat installed ��i°%%�% "i �� %'� bl, ❑Complies Exception: Requirement is z '�' "z❑ no applicable. [FI 10]2 on heat pumps. Does Not PP ❑Not Observable ❑Not Applicable _.._ 403.5.1 Circulating service hot water ❑Complies Exception: Requirement is [1`I11]2 systems have automatic or //1"',////%/1�% a �'� %,r °� =❑Does Not not applicable. accessible manual controls. ;❑Not Observable ❑Not Applicable _ ..... 403.6.1 All mechanical ventilation system �� ' " `❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ;❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table " R403.6.1. "❑Not Applicable ;.. High 1 1 pact(Tier 1)m mm 2 Medium Impact(Tier2) 3 Low Impact(Tier 3)_J Impact...mm..... Project Title: 2023_017 Oasis 2-R-S Report date: 08/25/23 Data filename: Page 7 of 8 Peat a'M0UMV0j PAM m _ 4toacr r _.. r' ThEMIS!DKWS 7t'I'y�dEallf"tAh�TS' D@[ELOPED WATER lJ 23 9'01 61239.02' 1!6'Barque -a ,. riewaw xervc ma.L r _ — — — -��e e m r IP0.00° .�` IaaP YARD SETBACK f io�nn o %� Hi i PaoP05®WC'R'NR ° ; P.G �C �,. .....oN van r�ra ao�� F T31UN aF RanBAS FROM NA'N'NIRFJ' To COkTF0U.F31 / f 5°Nom /Dw T� d ROd SWtlfPR( PROPOSED nor,"m _.. ......,._.,.,,mm,........,e,,.n.. :.:.. °,,, ,, »^^ PPfOE PANEL aL r 'P'( �� ✓"° netts iX EJLLD5UftE � > 1E a LOCATION MAP, "" OraRrld.FaTEP en �, 2 A N.T.,S. � � I ✓` *��,.+' .,, MFI YttN66®�}i GOOP_ �Ql L1� q�F µµ x I sli I G �yi " R9 ✓'"'�ea Water. MtlC Ilii C1 LEGENP' 5 r f�'" /� �� .... �:�-' .. ,..:��.�.,..:m.m..'.'^ o w,'',,., O y.. lines must pTl' C° PROPODIOD OMMU M,N .:_. # n m � � � �..,„� f ��Tqk 1�octr1 Deq.cad d�r��11k1�I S�rh,�i¢��a '. Call(631)852-5754,48 Noun 1n I1W MOMTO 6IDfi®IXSIL SN®PaA!S151pf N PANG °""� '. `v 2dV011C@.1;0 S>=h®dUlO IPISPBCt10n(4). .,_, .�.. ts9'Rugs TO a w¢i x � V b 3 E#9BG CONTOUR PROPCFED CEM I/A TMIK r i y �^ ryry r� Yy qq 'uw A 4 a w LOON: CT f D.C.O.0 PROPOSED DSjVW�:' b:dNc UWi011 % P w _� k ,,..,., v PROPOSED Si11ttARY CIFNi OUT yy 'Rk"�.74', v ., ,• .. �� 15i6 MY LE-OftG TOM N'd� WELL AND LATERA=SURVEY 2-1/2-a HDPE YEW PVE PrOL p� s ":...,n O { SHOWN ON FINAL `' 94�E�A+190M ShNIfRWY LF.ACd�WdC POOL ft BEDROOM { —g 'Sac¢r 2 DRO 4 W p P' �r �” �� 7 Ws srrzucrurE / m . RESIDENCE � " 11 � �"•� � <�,,,1„ .-�NW�..-.-',Pl�,'1PM737EA MNN�ER b#�'ttwW'I'd�: ItjI 4 W UNrINISHED 9 / °& —£—1°!a',d' fi'kn LLG EL.F.Cf1aC SERt"CE F BASEMENT PPROP smTEST —LocAn¢ccrrac yy ,�,.... . _... S E:C !A11 6i7VDR1 ,....,:. .. .�,m .��. ......... '..., .. �;�,_. �;� 4 a e�re.n�gone „FY'Y Wd1T,'C4RYi&AM 91 A."Al EDGE, CURB / . Q%£M PPotiNk�df � 0.. � 'M'11R�F5A4"'1Y., . � A� E i I .... Yw 1'9.00' { k d' 1 h,G 239.00 b STARS ROAD (50, WIDE) X19: w a. AN ,e" •1AOIIEF+T E%pF1:fID�$6.W O EL ZO NO wATFx Dlc9uxrt2cm SITE PLAN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TEST HOLE BuluD9Nc5: vA�w PERMIT FOR APPROVAL OF CONSTRUCTION FORA NTS �macD a sroR aEsoaace SINGLE FAMILY RESIDENCE PTr s DP9sO0.ThtEN DOGE S/ 9 oFD W/4 BEDROOMS 7/26/23,,,,,,. PER SCDHS COMMENTS DATED 7�19�23� CFD aY STTE DATA: . DATE DESCRIPTION APPROV BY ' .. 9000-022.Q0-04.06-070.0:#1 k 011.000 ..__..w - .�..,.,�, ��....::..........................._.T.,- �..�... .�.�.,»,.,,.�. SITE 0.936 ACRE R 23 0827 REVISIONS silsiz3 S F @ 1625 STARS ROAD DATE O. BAST MARION NY 11939 Sd P9FAd4MTFa& aTt�uw Ie,�AwraR°. R :R w,er.s,aa PROPOSED RESIDENCE WpTN,y1N� T a¢a ur �B twu.9. �3a lei�ra�: _ APPROVED � 4 BEDROOMS ._....m..... _,r~ .e..._�.._.___..�..� � 9'698yATE MWh9E'�Y'VY"FakS C&,£Pwr`A7EnY 9wpTPA1R T� E'R' PP �_ NM tr rl PTS NJGTTW' PD ST M sY a FOR MAXIMUM OF .__ 4 , 40 5 ROM D m'A^a07k, � �. EXPIRES THREE YEARS FROM DATE OF APPROVAL rr4wwSE EY1 M rw E dC k6 'WMTGkd u.S,STANUM6 SANITARY PLAN „ q w % ea aaar wa:r: s :M,a�6 "�A= z' T' Design Professional's Certification Required. 3 T EVAIfSM r n rs 5YA9E , r a,TIC„.: g __... 7 R, q,0#.tlJSk1)Ok@EtN"A6TE1dATWtdN OTT Ap3Wr*kP Ftl'+W Y'+4'M°.'�Paoi A LI&',FpY"*FTP k,AAWLd 50.a$d.17F:xO7'Ca`sF+4.5 �:r $ W51DE'a6 k 1D S",hLPD 9'TkUE D,k78r1$ FFVp`;M'G'AS nss Submit P.E.or R.A.Certification For ASSOCIATES, P.C. a. pa x air= z a wau e s .v r a w rr1 �a rNu if rH Lwo sal * L_K. MCLEAN mea 1171rt9 NJ't r,A'txr rN c rhsc The Installation and Construction of the Sewa a Disposal osa15 stem r Dom+ a e MF CFD .1.sasrTw�r�rI w�'a�rAREV,91 Ma� g p Y - .: p N➢T A°CY k4 9l9W4.h" ,NIT.RCC#I';,' NIF'W iki+V'fi i�'�1 ,I...,. .. / mnN scow: A nwouv0.�r mlec.�..,,, L. P5M.4,"TYG£ 7E;.�Assa0.:'&Wnun P�POMS5Pc,RV 9 SUR Ve".YORS,;BAD ...... ._......._. ........ _ ,,..�.,.U. dw�:�«�Aa�'rrr'4:wr dm,ft b W utt W.�a.Fw" �; '�.,.✓ .w ..�.., ,� x e w z�i � Rwev,,P yr Pk AND �E,ar,n1E PT � , ur CONDITIONWa Use Form WWM 0,3 9� MF Dia MAYN4023 ' MANY M �a Fot uS HEREON Aral 10 fleet as�EES O �iE LVO SEE ATTACHED SPECIAL azba"C.Ga ,:A DAA,ub' scDw,c 7:.zsraau+avVY '� r a"al'�kr7t,4.: D�.�,Br S 9 I DAT + TWEE O vtiIaTSR W:P R MENT OF HEALTH SERVICES _... _ No 73n7d nnn " a �Pr rmrra GRADING PLAN AND/OR PLOT PLAN: aaG SUFFOLK COUNTY DEPA T wwvarwTvrwEY ".� � ��R ern aa�LJ-►o 501q2_- MSCSs)OFS Ti OASIS TOViN COMMENTS Z 0 A GzUAL I TY NEN HOME MODEL BY MODERN AOE HOME BUILDERS, LLOJI 11 IT 11 d L ItT z 0 a z0 to _ Z 0 tu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - lu lu 0 N O FINISHED SECOND FLOOR O N i 0 0 FINISHED FIRST FLOOR FIN15HED GRADEiI- tu m w v II I I I I I m Z0 II I I I 14- wz I I II I I I I I I m J �AAw I I _ I I I I I I I I NOTES INDEXED TO THE O }- r O z I I I I I I I 2020 ENERGY GONSERVATION GONSTRUGTION z z I ( I I I I 1 I GODS OF NEW YORK STATE < VA > pr LU .0 R1015 COMPLIANCE, This building was designed and shall be constructed to meet the 2020 ECCCNY5. Both RE5check N.S. ,n O o> �QX I I F'i — '� i—' — `� — � I g g Q_ ma4 - J - J - J I Ile oareewnl of as utilnitzed to demote te compliance computer ter t 1 (113 13 0 0 I I I mandatory provisions of the 2020 EGCCNYS - Residential ' I I Provisions are in force. I 1_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I R105.22 WRITTEN STATEMENT: To the best of my knowledge, belief and professional judgement,these plans comply with the _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Energy Code. FurthermoregasaRESNETcertifledrater (LD. No. 26143c"), I certify that these plans comply with the Home Energy Rating System (HERS) program. A signed certification of compliance with the HERS program (HERD) will be submitted of the constructed building to demonstrate compliane. FRONT ELEVATION R301.1 CLIMATE ZONE: 4A Suffolk, NY `e g '««�T SCALE: I/4 - I ft R4 �.w8«'q t• (".' 0 - 012 COMPLIANCE: This project complies with 2) Section R405 "� ' •r -Simulated Performance Alternative,and the provisions of .rr :, ^; ,��,�� Sections R401 through R404 labeled "Mandatory." Mandatory regylrements: ry z R40r3 CERTIFICATE: Builder to post per Code. � R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3a e` AGH by HERS rater. See Table R402.4.1.1 In Ions. .f, R402.42 FIREPLACES: Factory built with UL 12-1(doors. 8402.4.3 FENESTRATION: See window/door schedule < R402.4.4 FUEL-BURNING APPLIANCE-5i All room (heating and I Gj� tiff I hot h g Appliance direct vent both water eatin appliances to be re nt with - - - - - - - - - - - - - - ----------- _ _ _ _ _ - Intake and exhaust pipes Installed continuous to the VELI,JERED AUG 2 202 outside. 0 O i (��i1 ® a R402.45 RECE55M LIGHTING: IG-rated and labeled as O 0 I having on air leakage rate of not o greater than 2.0 cfm OQ er Code. O, - - - - - - - - - - -m - - - — - - - 84025 MAX. U-FACTOR d 51-160: See window schedule. J m R403.1 CONTROLS: See plans for thermostat Information. O 111 R403.32 DUCT SEALIN6: All duct joints shall be mechanically fastened and sealed with duct mastic AVERAGE ELEVATION OF THE EX15TINO NATURAL GRADE sealant. Apply mastic to duct seams. O Q ADJAGENT TO 5TRUGTURE = 33'-b" R403.3.3 DUCT TESTING: A duct air-leakage test Is not O UUl1 - I reguired under exceptions I and 2. R403.3.5 BUILDING CAVITIES: Framing cavities shall not be used as ducts or plenums. z 8403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate Olu WEIGHTED AVERAGE mechanicals stem piping carrying hot water to on Q m ELEVATION OF THE EXISTING FLOOD' AREA TABLE R-value of not less R-3. g NATURAL GRADE GENERATED R4035.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION --1 BY THE ENTIRE LOT = 33'-I I° SYSTEM: Not in project. (� O 0 FIRST FLOOR (,'102 sf 8403.6 MECHANICAL VENTILATION: ERV continuous — I aa U) SECOND FLOOR 1,1111sf ventilation system specified in the pians exceeds the 43- O LJ� BASEMENT (,'132 sf PYRAMID LAN - fi�O�iT L � T 10 1 GARAGE 586 sf minimum efficacy of 12 c Sized it. 8403.7 HVAC EQl11PMENT: Sized n accordance with AGGA < N � Q � Manual J and Manual 5. N O SCALE: 1/16" = 1 ft PORCH 175 9f R403.8 MULTIPLE DWELLIN6 SYSTEMS: Not applicable 0 O Q IL R403A SNOW MELT. Not In project. o lU O La LIVABLE FLOOR AREA 2,881 sf R403.10 POOLS AN SPAS: Not In project. JU O 0. Z 8403.11 PORTABLE SPAS: Not in project. O a 68055 FLOOR AREA (GFA) 3,5641 sf R404 LI6HTIN6: Builder to install high-efficiency lamps In at -Z V Z least c10% of permanently installed fixtures. d L--� w I — — — — � ( (INCLUDES ATTACHED GARAGE AND � 1-U, 8405 51MULATED PERFORMANCE ALTERNATIVE: This method was DOUBLE F.A. FOR SPACES >15 ft) a � used to show used litdlh �digypfce—sQp � software was omoel the buildingormaasee CONDITIONED FLOOR AREA 4,613 9f 2020 IECG Energy Cost Compliance report provided with Z A< (INCLUDES BASEMENT) Permit Application. RES-heck was used to model the building LU 4 performance based on national standards - see REGcheck N INFILTRATION VOLUME 52,000 0Compliance Certificate and Inspection Checklist provided with - 0 Permit Application. O a � (INCLUDES ATTIC $ BASEMENT) V O O QI s 0 OI JN dJ `� I o_ m so � O t••- O C, - - - - - -- - ------ - - - - !LO m INDEX TO r�)RANINOS - �7 p r M AVERAGE ELEVATION OF THE O ❑000 ❑❑❑❑ I DRAWING No. ------ ---- --- - ___ ❑gip❑ _. ,o❑r�❑ -__ ___ EXISTING NATURAL GRADE _ p❑p❑ pp❑❑ ADJAGENT TO STRUCTURE = 33'-6" I COVER d ELEVATION A-I ELEVATIONS A-2 DATE: AUGUST 2023 WEIGHTED AVERAGE FOUNDATION PLAN A-3 COVER 8 FIRST FLOOR PLAN A-4 ELEVATION OF THE EXISTING NATURAL GRADE GENERATED 2nd FLOOR PLAN A-5 ELEVATIONS BY THE ENTIRE LOT = 33'-11" WALL BRACING PLAN A-6 ROOF PLAN A-7 SECTIONS 4 DETAILS A-8 WING NUMBER F)"ORAM I D LAV4 SIDE ELEVATION NOTES A-a DRAWING — T.11-DETAIL5 A-10 SCALE: 1/16" = I ft A == 1 m z O E- v z V - lX LL- Hill � w � 11 IT I O � 0 z _ n Q tu lu to Hill 11111 11 11 IT II III I I I 11 IT 11 11 1111 11111 Hli Hill HI III 111 11 1 11 11 ij 11 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n� 1� O LU O m zU wz Z Z j Qzw REAR ELEVATION uuQ11 � }- � r O z SCALE: I/4" = I ft Q �-w ®w uIL..� 4� ^O � Q Q �} <Q N <O d z q0 r#r••rve nn4+� '11111111 Hill I I 0 12 12 ^. I� I-- IVEREO AUG 2 5 2023 0 0 4� m o° vm 0012 0 4� Hill Ill IT 11 11 Ill 12 14 lu 41 8 6 no - - - - - -- - - - - 12 OO 4 — I (V z 1(� to N LL. aw o O z -u �z v z ElERBF �®- E3 � �- w� <� ® 0 ® El0 ® 0 o-Q- ztu El 0-0 (V - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - El 0-0 FE71 0 El El El El El El 4 - - - - - - - - - - - - - - - o" v Q � U- 13to DATE: AUGUST 2023 SIDE ELEVATIOil SIDE ELEVATION SCALE: 1/4" = I ft SCALE: 1/4" = I ft REAR 4 SIDE ELEVATIONS DRAWING NUMBER A == 2 m 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER 2x8 [ P.T. LEDGER STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE z t I/21/2%) x x 4 4"" GALV. LAG SCREWS AT 16" O.G. STAGGERED _O ER507.21 [R905.2.6] O 75-6 No. 15 ASPHALT FELT UNDERLAYMENT [R9O5.1.1] TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 SELF-ADHERING POLYMER-MODIFIED i 42'-6" 2'-O" BITUMEN ICE SHIELD BARRIER[RQ05.1.2] z v 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 5LOPE5 V 1 I 1 4'-6" 5'-6" 14'-O" 6'-6" 12'-0" 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES V/ 1/2" STRUCTURAL PANEL SHEATHING [R&03.2] !L A DECK LATERA CONNECTION [R507.G.2] R-3q CL05ED-CELL SPRAY FOAM (SPF) INSULATION iQ P.G. FTG A-8 - - - - - - - - - N DTT2 INSTAL SOLID WOOD BLOCKING Z INSTALL IAN M NUFAGTURER'S SPECIFICATIONS O � (TYPIGAL-2) {-- ---}- -0- --1------E EGRESS WINDOW WELL m - - - - - - (2)-2x8 P.T. GD - - - - - 8" CONCRETE STEM WALL ON W � R - I- - J L 16" x 8" P.G. FOOTING I- n _ _ I U- DECK a I _ _ I PROVIDE FALL PROTECTION GEILING J015T Y1 Q r� BASEMENT ENTRANCE STAIRS in � 0 _ r -1 (TYP-3) Q ' 5" REINFORCED CONCRETE RETAINING WALL dJ I I ' t1 ABOVE dJ I I I DRIP EDGE [Rg05.2.5 5] Y l � #4 REBAR AT 12" ON-CENTER EACH WAY m I I I I I- m I I I I v STANDARD HOOK AND LAP INTO 16" x a" P.G. J L 'a - _J L _ - N Q - - - - - J LQ - J L - 1x8 WOOD FASCIA # _ FOOTING. 2" MIN REBAR COVER r - - - - - - - - - - - - _ - - - - - - - - -I I/2 GYPSUM WALLBOARD I SOFFIT VENT - II" DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID - - - MINIMUM 24" LAP SPLICE LENGTH [Rb02.5.21 INSULATION TO WOOD FRAMING PER �7/eR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - I MANUFAGTURER'5INSTRUCTIONS FOR HIGH-HIND N - - - - - - - - - - - - - -5' - - - - - - i- 2x36 CASEMENT 2836 CASEMENT GAS WATER HEATER I AREAS AND TO RE515T A MINIMUM 28 p5f EGRESS WINDOW EGRESS WINDOW A. O. SMITH HW I SUCTION LOAD (EXPOSURE B) OR 40 p5f } I �- - - - - -- - - - -- - -- _ - - - - - - y3w GAPAG TY50alH ND I [ 11.7 8] GONG PLAT 9 AND STEPSEMERGENCY ESCAPE 4 N I R 5E 5 - DR DELLRESCUE OPENING [R310] - - - __ - - - - -- - - - - - -) - 4'-3"- - I L - -� PLASTIC HOU5EWRAP INSTALLED UNDER FOAM L - - - - INSULATION. INSTALL AND TAPE ALL SEAMS PER p I o HVAC EQUIPMENT IN GRAWLSPAGE I I 2x4 WALL 5TUD5 AT 16" O.G. ! MANUFAGTURER'5 INSTRUCTIONS [R-103.2] - PROPANE FURNACE: LENNOX MLIG6UH045XE36B GLASS IV L _ I R-15 UNFAGED FIBERGLASS BATT INSULATION m I -- - - - - - - - - - - - - - - - - - - - - - - - -� -- - - - - - - I - J Q N DIRECTHEATING VENTED AP: OUTSIDE, , AHRI F20445416-7 E 45x6.6 I I I/2" GYPSUM WALLBOARD ! RIGID INGH FOAMH ICKINSUEXTRUDED TIR POLY. INSTALL T RENE (XP5) O i 2x8 PLATFORM p GAP HEAD NAILS WITH A MINIMUM 3/4" INC INDOOR GOIL: LENNOX CHX35-24B+TDR J i PENETRATION;SPACED 12" O.G. PERIMETER AND i i u Q R-13 2 GL05ED-6ELL SPF INSULATION I O ui OUTDOOR UNIT: LENNOX ML14XG15024-23OA;AHRI 204503265 I (ALSO AT RIM JOIST IN SECOND 1 I6 O.G. FIELD. fK dJ GOOLING GAP: 24,000 Btuh;SEER = 16.00 I I FLOOR PLATFORM - NOT SHOWN) 1 NOTE: LLI� INSTALL IAW MANUFAGTURER'5 5PEGIFIGATION5 I - J 1/2" STRUCTURAL PANEL 5HEATHING HOLDDONNS ARE :n w I I 3/4" STRUGTURAL PANEL SUBFLOOR 2x SOLE PLATE IX I I NOT REQUIRED FOR O u DOUBLE FRAME - I O z I AFGO ZIP MODEL 4X I _ 2x BAND JOIST I�Z AT STAIRS I I O THIS PROJECT. 4"0 5TL COLUMN I 1 Iz ON 2'-6"x2'-6"x12" DEEP P.G. FTG. I I 2x6 PRESERVATIVE TREATED SILL [UG2] lL cv I IO O I I I Cp w/(3)-#4 REBAR EACH WAY dJ I Q! I _ (ENGINEERED DESIGN) I FLOOR JOISTS N IQ0 I I -- F\ I I I-6 m I IO Q I I (TYPICAL-7) � COPPER TERMITE SHIELD X I L OVER SILL SEAL (2)-1.75x14 LVL GDR -� I , EXTEND SIDING TO WITHIN 12" OF FINAL I Ju-Q I I I (ENGINEERED DESIGN) I GRADE FOR HISTORIC DISTRICTS WOOD SILL PLATE To FOUNDATION ANGHORAGE _ [R403.1.6] d� I I I I I I I I I I I I I I I 1 I �' MINIMUM)z" dta. ANCHOR BOLTS SPACED NOT UNEXGAVATED I -- L-- i -- ---tom-- -- --�^ -- - 2- -- -c -- -2 -- - - -- -- --c�--- -- m GREATER THAN 6 FEET ON-CENTER EMBEDDED N m I I I I ( I I I I I I I I I I BEAM POCKET NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE tV I I I I (TMP-2) I I BOLTS SHALL LOCATED IN THE MIDDLE THIRD L - - J L - - J L - - J L - - J L - - J L --J L - - J V „ 1 I I _ OF THE WIDTH OF THE PLATE. A NUT AND (� " 6-2' 6-6 6-6' 6-6 6-6 6-6 6'-6 6-2 I WASHER SHALL BE TIGHTENED ON EACH ANCHOR �- t' , ++- �p IN I I ( I BOLT. THERE SHALL BE NOT FEWER THAN TWO _ �zu Ll� lr) W O - LOCATED NOT MORE TBOLT5 PER PLATE HEANTI12rINCHES OR BOLTHITH ONE (A _ F p� Ln U L W m Z I3 O 10" POURED CONCRETE FOUNDATION STEM WALL THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH ❑- t z� W z IIS z I I VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. I L - - - END OF THE PLATE SECTION. WALLS 24 INCHES O U)O }- z Q V4" TO 43/4" CONCRETE COVER FROM INSIDE FACE TOTAL LENGTH OR SHORTER SHALL HAVE NOT � _^N z a UA ? _j� W (V I Ip O I I HORIZONTAL REINFORCEMENT: #4 REBAR AT IS" O.G. z I _ I FEWER THAN ONE ANCHOR BOLT LoGATED IN THE E . Q �- F O_z I� I TOP BAR WITHIN 12" OF TOP OF WALL I (- I CENTER THIRD OF THE PLATE 5r--r-TION AND I xcj "' -� }- IV UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING LU Z I I SHALL BE ATTACHED TO ADJACENT WALL Q w V m Q�Q � p- O MINIMUM 3'-0" BELOW GRADE BASEMENT N I I I I - PANELS AT CORNERS AS 5HOWN IN ITEM 9 of Q Q O N U 3 "U z < 'IU D"z W OR - Q I Q_ -Q 141 t I�d I I 4" P.G. SLAB Q a uN� I I I IO ( I O TABLE R602.3(I). Q Q d e-6U v =�� (�/ Q m 10 I I r - - - - - - - - - - - - - - - ti WQ I J I R-I I BASEMENT WALL BLANKET INSULATION O z O Q O> Q IQ I I I O I iw I - - - J P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL LU <LU 0 Q 0 L - - -- - LESS THAN OR EQUAL TO 8 ft: CONTINUOUS Ip O 1L tr O - - - - -� I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR Q i'_ pC w !� L -- - - - - - - - - - - - - - - - - - - - - - - J I I I I WITHIN 12 INCHES OF THE TOP OF HALL STORY AND �� OO L-] I I II I d? ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL X IL w L- - - - - - - - - - - - - I m I I I I = STORY;OTHERw15E,SEE PLANS [TABLE R404.1.2(I)] O p �! DECK 2x8 [UG3B] P.T. LEDGER I EXPANSION JOINT r - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - ABOVE - I 11/2"(Px4" GALV. LAO SGREW5AT16" O.G. u fV I I STAGGERED [R507.G] - - - - - - - - -- - - - - - - - _ I I I I 4" P.G. FLOOR5LAB POURED CONCRETE FOOTING - - - - - - - - - - - � ON UNDISTURBED 501E R403.1 ep 6 MIL POLYETHYLENE FILM GONTIN0005 UNDER 5TEMWALL = (2)-2xIOP.T. GDR � i r - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7"rFIGAL NALL SECTION M k.5 L - - - - - P.G. FTG - - - - [ ^„ .".. SCALE: NTS ;, ..,,. M1- 5 2023, A n'-4" DEL VERED AUG 2 A-8 2" O 2" Q to 1 '-O" 10'-O" 2 '-O"22-10" o°? vV 0' OUILi � 1 to 4"x4" [UG4B] PRESERVATIVE TREATED P05T WITH GALV. METAL P05T BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON Z 24" x 24" x 12" DEEP P.G. FOOTING WITH(2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM 1.1.-1 m MAXIMUM SUPPORTED LOAD AT 7' DESIGNI DEPTH = Ibk IN PRESUMPTIVE 2k BEARING SOIL (TYP-(9) O Q XQ (ENGINEERED DESIGN) `� oC z l n FOUNDATION PLAN IL � � SCALE: 1/4 I ft O p O It u LL oW < Q 6 STRUCTURAL DESION NOTE 00 0.� Z In accordance with the 2020 ROWS; structural V lu V WINDOW AND DOOR 50HEDULE elements such as engineered wood, steel and ~ tu < steel/wood composite columns, beams, headers and OC c�i No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: < OL WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS N z N A PELLA 250 SERIES 3.0/5-0 E1 311/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON ~ NLU C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design v D FELLA 250 SERIES 3-WILE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RGNYS E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON J Ul dJ F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance with O to G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG NDS-2018 with 2015 supplement. LL-4 H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.0/-31.1 psf[50 sf] 70.5"x 50.5" H FIXED ARCH HEAD,X-8"SH,VINYL FRAME,LOWE GLASS,ARGON Structural elements such as walls and fenestration I PELLA 250 SERIES 2-8/3-6 27 1/4"x 37 1/4" 7.00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON DATE: AUGUST 2023 K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS :1 M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 8 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf) CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE 7-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[-Sf[ where such elements occur in the plans, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 y annotated "ENGINEERED DESIGN." A == 5 Z O V �y 42'-b" 2'-0" e LL r b-4' 10, CLOSED-CELL SPF tu.. VENT GAS FIREPLACE. - MAJESTIC QUARTZ 32 DIRECT -� Z INSULATE $ AIR-SEAL ALL z B A WALLS, CEILING AND FLOOR OF N I = j3- + GYPSUM BOARD j +..+I -� WOOD STEPS SURFACES. INSIDE HALL SHALL B� CONTINUOUS BEAD OF Q 5HEETROCKED AND TAPED. + I J I l SEALANT 14'-0" WALL SHIELD AND CEILING � � GYPSUM BOARD FIRESTOPS SHALL BE CAULKED ..� i - DEGK WITH CAULK HAVING A 300° F E N 5/4x6 DECKING MINIMUM CONTINUOUS EXPOSURE ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] p (2)-1.75 x 14 LVL HDR RATING. COAXIAL VENT HAS CONTINUOUS BEAD OF INSTALL 2"cG VERTICAL SCHEDULE 80 PVC CONDUIT ' 13' - LONG WALL LINE ABOVE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS O in + OUTSIDE COMBUSTION AIR I SEALANT INTAKE. y NOTE: D WALL N ROOF OR GAPS AT EACH TERMINUS [E3802.3.2 40,{o O O O O D CONTINUOUS MINIMAL OVERHANG AREA q°50 11 EXPANDING FOAM AT WINDOW l!- UNIT PERIMETER � C 3°610 SL 6°610 5LDR 3060 5L (III!1 (2 -1.75 x 11.8-15 LVL HDR WINDOW UNIT36" GUARD [R312.1] I ------ - ------------ ---------- I----- ------------------------------ --------- HALL II( � — LL-- LINE ABOVE IL BASEMENT ENTRANCE I I DOWN -> I I I NOTE: Cf'-O" CEILING HEIGHT II r-------------------� I KITCHEN II THROUGHOUT FIRST STORY II I I CONTINUOUS MINIMAL c\v PL TE Ht. '- " A iF FILA-,E H-1. q'-I" ASF I Q (EXCEPT FOYER) EXPANDING FOAM AT WINDOW 1 I I I I Ih I UNIT PERIMETER I-- / r1 Ul Ul 1 I-1 L 23'-41/2" _ '7'-01/2" O u p " Ly fi1 I O Q r----� -1 O z -7 N 3 I/2 SANDNIGH FJ BETWEEN (4) RR Q ® I I O N o FAMILY ROOM o(i ° USE (3)-3/4" x 10" THROUGH BOLTS I __ _(X = I- 1 I I I O u1 O I ()I! IZ �! CONTINUOUS BEAD OF AT GONNEGTION I J cfJ z Op I I 111 Q Q I I I SEALANT --------------- I = m l I > I I I uuQiI w l I1 Lu o PLYWOOD SHEATHING UNDER '� I I _ I__J I j I p m z PLYWOOD SHEATHING UNDER p 1 p II 1 = GYPSUM BOARD FOR NSP I lD GYPSUM BOARD I I Z GYPSUM BOARD FOR W5P I I BRACED WALL LINE I I I BRAGED HALL LINE --- _--- ' Q I F 1 ' CONTINUOUS BEAD OF Pro I TECHNOLOGIES J-4-! = I GARAGE x 1'-3 1/2" r i I I I MODEL T705 I SMOKE 4 G.O. I j ADHESIVE N I O I 5" P.G. SLAB x R - I Q I I -i- I/ �p NI x PITCHED TO DOOR 3 i 1p- �____� I PROGRAMMABLE -I- A DETECTOR(TYP) i i THERMOSTAT I! CONTINUOUS BEAD OF / I - - C� O SEALANT 'I I HALL LINE ABOVE—i o cv I I 1I 28i 287° N 25 am CONT. 1--J -- - p I 5ELF-GLO5INO 20-min 1 N TO ERV i 7" x 7" PSL COLUMN -.-- --_---_- -_.-- I I 1.75 x 16 LVL N GL LN 28-7° ' -- F.R. DOOR[8302.5.1] �I [MI5Cd5.4] 4x4 --------------� _� / Lr_-- _ _ -- -- -- -- -- -- -------------------------- -- P05T - cv 6-O" 2-I 4'-8, V 2" CLOSED-GELL SPF I 1 FLUSH HDR m ' I I _ Q — (� dJ - _ (2)-1.15 x 16 LVL FLUSH HDR Qi _ - -_ - - -- 4x4 , -4x4 - -- P05T - (3)-1.75 x 16 LVL DROP HDR PTY (ENGINEERED DESIGN) I m ^/ 4x4 " �\\ �i 4x4 BATH 1I I I I ry (ENGINEERED DESIGN) POST 3-I POST �\ �, 161° O POST LL m WJ-4-J --------------- PLh'�Hooc> SHEATHING UNDE cv z �/ mCONTINUOUS BEAD OF INTERIOR GARAGE WALLS: II (2)-20 rR-15 BATT INSULATION G'�'P5UM BOARD FOR W5('SEALANT X2" GYPSUM BOARD - Iii `BRACED HALL,_'INE c\V m24'7° TO ERVCONT. J u �Z WGYPSUM BOARD _ a1 I a- v a I [MI505.4] Q V - F O Z GARAGE CEILING: rI _ 2�° 1 z - GYPSUM BOARD :o I IN m - --III FOYER `~ N Ix z O z � OL z ('(� Q I I [TABLE 8302.61 I o < ®W I v I m 2: I/ w I OPEN TO ABOVE eJ I O cV `11 O I o PLYWOOD SHEATHING UNDER 1 x I MASTER BR SUITE 1 - CONTIN000S BEAD OF cv I - ` SEALANT ^ I GYPSUM BOARD FOR WSP DINING ROOM '_ ! p Z I O 0. O Q _ BRACED WALL LINE i m p li �� - -- --------- < to 11 , 10-3 I/2 - N I� N O d La . CONTINUOUS MINIMAL I lu 3 I/2" 12'-5" ` X5HOHER EXPANDINGFOAM AT WINDOW I v I Q Q ZUNIT PERIMETER I I c0 I , Qx PDR PLYWOOD SHEATHING UNDER (�HEAT DETECTOR ;,� I GYPSUM BOARD FOR WSP qg0�----------�.___-� 1 7'-4' BRACED WALL LINE - r � w WINDOW UNIT (OR X WEATHER-PROOF DOOR) i N F 3070/(2)-1070 5L �I� i' 22'-I" TYPIGPkL BEARING -' I EEG. PANEL I m HALL(SHADED) -1 J_] N m - WALL LINE ABOVE ------------ m -_ N CONTINUOUS MINIMAL O 3°5° O 3050 _! (2)-1.75 x 11.875 LVL HDR -- EXPANDING FOAM AT WINDOW r�l q°5° FORGH ° UNIT PERIMETER r ®_ w°`. «X 20 cfm CONT. 2¢1 y TO ERV 5/4x6 DECKING W.I.G. �' f [MI505.4] - 31/2 - PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR �~6�� -''°�` .f•t�� ! FUTURE 50LAR ELECTRIC INSTALLATION [TI03.q] 14 5" b=8 1/2" 7" x 7"FINISHED COLUMN bxbII I PLATE Ht. 8'-5" A5F PLATE Ht. q'-I" A5F (TMP 3) P05T (2)-1.75 x 11.875 LVL HDR ,•t } ,�k �'fE �. P '�,y " CONTINUOUS BEAD OF av� SEALANT _(2)-2x12 P.T. HDR -_ _ — __ _- -_ -_ 11 pE NERED AUG 2 5 2023 WOOD STEPS I GYPSUM BOARD CONTINUOUS BEAD OF O I ADHESIVE b'-4" 10'-0" b'-4" b'-6" b'-6" 7'-6" I4'-b" SEALANT BEAD OF 22'-8" -7'-4" 13'-O" 10'-O" 22'-0" Q to O O k) in -- -- -- -- - -O" 2" CLOSED-GELL 5PF o o to Ln O i; A Q Q CONTINUOUS SILL SEALER - �^ FULL HIOTH OF SILL A-8 Q FOUNDATION WALL N (L lu LLCONCRETE SLAB F I RST FLOOR PLAN STRUCTURAL DESIGN NOTE SCALE: 1/4" = 1 ft —z V Z In accordance with the 2020 RGNYS; structural -u elements such as engineered wood, steel and steel/wood composite columns, beams, headers and girders that: iL N Q 1) resist gravity loads, and � � O 2) are not contained in the prescriptive design NOTE: IT 15 THE INTENT TO PROVIDE FORA provisions of the 2020 RGNl(S J� CONTINUOL15 AIR BARRIER ALIGNED WITH THE were designed in accordance With O5 O m THERMAL ENVELOPE. THIS DETAIL 5HOW5 TYPICAL METHODS OF AIR-SEALING USING ANSI/AWG NDS-2018 with 2018 suplplement. tL-1 VARIOUS BUILDING ELEMENTS, APPROVED a AOHE51VE5 AND SEALANTS. FRAMING Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, 5UGH AS CANTILEVERS AND 5TAIRWELL5,SHALL BE that: SEALED IN A SIMILAR MANNER TO PROVIDE FOR DATE: AUGUST 2023 A CONTINUOUS AIR BARRIER ALIGNED WITH THE I resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN A( S L I I�O � T ILS were designed In accordance with ASCE "1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/4" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A _ 4 m - A 2 A-8 Q H V 4q'-10" Z QC 3'-cl 3/4" 14'-2 1/4" r----�T ---- 6-4" LL ------------I Q I w Z N I I — I I m I N z I I ei I I OLI I I I ------- ---------- --------- j ---------------------- WALL LINE BELOW - I O 6452 HAZARD GLA NO [R30&.4] O I I OI I I I I O 2x6 GJ AT 16" o.c. 404 P G x� LL -1 I d I 4040 PIG i M BATH i (v ----------------------------------------- -- -------------- __(2)-1.�5 x 11.875 LV_L_FL HDR (ENGINEERED DESIGN) m 8'-O" G Ht I DOUBLE WALL STUDS 3 I/2" 3 Ili N BEDROOM 4 Q 3'-3 I 0 - 2x8 PLATFORM 8'-O" G Ht m i oO I I cV I i (3 I 20 cfm CONT. Z in m I BATH i in i 0 < TO ERV i (F) N I _ [MI505.4] 7 I WHOLE-HOUSE MEGHANIGAL VENTILATION [R403.6] = I= I v ----J i LENNOX HEALTHY GLIMATE ERV5-1-15-TPD ENERGY RECOVERY VENTILATOR m INSTALL ERV UNIT IN CONDITIONED ATTIC,. 2`FT° Q I f (N 5'-10" VENTILATION DUGTS SHALL NOT BE CONNECTED TO THE FURNACE / A.G. SYSTEM. 4-0' -I I I 20 cfm GONT. 4'-2 1/2" F ®CPro I TECHNOLOG IESTO ERV I50MODEL T705[M5.4] -7 00@ iHEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON GONTR OL v PROGRAMMABLE 287° INSTALL IN AN AGGE551BLE LOCATION ON A 2nd STORY HALL. Vmm THERMOSTAT I 4 m I I m N I cv I SHOWER j STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE z= -' -- -------- 11 — 247° 2810 r --- I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P01 = i t; Q N LIN 36" GUARD[R312.1]m — — — 470 r — — --1 26-.10 �� SLOPED CEILING FRESH AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY HVAC EQUIPMENT IN ATTIC a� ® �— — —� IA.G. f3ETURN� I m I -- ---287,0 I ---� (V / : SMOKE G.O. HALL t I - STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. cn (2)-2x10 DOOR HEADER I t ! STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL IaN45 PROPANE FURNACE: LENNOX MLIg636x UH045XE6 GLASS IV SLOPED DETECTOR (TYP) I 0 GEILING i I �— — — IN BEARING WALLS AS SHOWN o I m ALL DUCTS SHALL BE 6" dia (OR EQUIVALENT), INSULATED TO R-4.2 DIRECT VENTED M OUTSIDE; E36 20445416-t �— — —y (TYPIGAL-5) I = I HEATING GAP: 43,000 Btuh;AFUE = q6.6 ! (2)-1.75x11.875 LVL FLUSH HDR POST UP I N __ ___ - M� �5- __ __ ® __ __ I - SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: N 2870 - - TRIPLE GJ UNDER POST I I— I r MINIMUM 20 cfm EXHAUST FROM EAGH BATHROOM INDOOR COIL: LENNOX CHX35-24B+TDR BEARING WALL (ENGINEERED DE5ICGN) I I 4 I 1 I RIGID IN5UL AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. OUTDOOR UNIT: LENNOX MLI4XGI5024-230A;AHRI 204503265 ON ATTIC 26-10 f 12" x 12" AIR 36" GUARD[R312.1] I / I v I - KITCHEN EXHAUST TO ERV IS NOT REQUIRED IF A RANGE HOOD IS INSTALLED AND v I GOOLING GAP: 24,000 Btuh;SEER = 16.00 ACCESS DOOR x " INSTALL IAW MANUFAGTURER'5 5PEGIFIGATION5 O i e44 t`I AUNDRY INGEILNG GRILL m I I O N I VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. t l �— — —y I x I V I O 2 I piQ13 I MASTER BR 5U I TE 2 ; L m 15 15 Q `� v F- p ci' Ht TRAY GEILING W.I.G. I I z \ DRYER E[M 5 72] U p HAUST I DRYE WASHER OPEN TO BELOW Q I Q I I Z 2x8 GJ AT 16" o.c. N I i lid J 4 � I (V BEDROOM 3 `fl N 12" ABOVE PLATE O Z W - I 6'-0 1/2" 6-O' G Ht m 3 I/2 3 1),2" p �-- N >; O z _ WW 11II '' ------ lo'-O" 14'-5" i 2°3° J-L� O Z Z DOUBLE WALL STUDS - OL a j i----- cv I 3 I/2" E j Q W I I I _ tja< (2)-2x10 HDR I N } 267° 12'-5" 51042 EYEBROW PIG �--------------------------- N ---A ��0 _ H SLOPED GEILING I -- (2)-1.15 x 11.815 LVL HDR O cV WALL LINE BELOW r = (ENGINEERED DE51GN) N m 2 L-----------------------------------------------------------� d E 2x6 GJ AT 16" o.c. m i O 645 I dJ PLATE HEIGHT I I j O 6452 cl'-5" ABOVE SUBFL�JOOR I I I I I I I I / S I R V E/ •ice 11 ,V 1 'O 1 E✓ L-- WALL LINE BELOW ---------------- ----------------------------------- - TABLE R402.4.1.1 -2020 AIR BARRIER AND INSULATION INSTALLATION --------------------------------r-----------------------------T aIih0 ° COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION ------------------ Ai '"P �=° CRITERIA ------------ A continuous air barrier shall be installed in the Air-permeable insulation shall not be used as building envelope- L----------------------------- J I n General requirements The exterior thermal envelope contains a continuous air barrier. a sealing material- (n�r I`/ C e r Breaks or joints in the air barrier shall be sealed. VE +v ERGD AUG 2 5 2023 The air barrier in any dropped ceiling/soffit shall be 6'-4" 13'-O" 10'-O" 15'-0" 5'-6" aligned with the insulation and any gaps in the air Ceilingfattic barrier shall be sealed. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. Access openings,drop down stairs or knee wall (� m doors to unconditioned attic spaces shall be sealed. J Cavities within corners and headers of frame O The junction of the foundation and sill plate shall be walls shalt be insulated by completely filling Q Z sealed. the cavity with a material having athermal ^ resistance of R-3 per inch minimum. .--•� �U Walls The junction of the top plate and the top of exterior ,e SECOND�l� 1...00LAN QlV� walls shall be seated- Exterior thermal envelope insulation for O r framed waits shall be installed in substantial SCALE: 1/4„ = 1 f t O IL (n m Knee walls shall be seated- contact and continuous alignment with the air barrier. 1L The space between window/door iambs and O 3 lu l-6- � Windows,skylights and doors framing,and skylights and framingshall be sealed. t- Rim joists Rim foists shall include the air barrier_ Rim joists shall be insulated. — Floor framing cavity insulation shall be O 0 I installed to maintain permanent contact with �""""”" O z the underside of subfloor decking- t(� Ca Floors including cartilevered floors The air barrier shall be installed at any exposed Alternatively,floorframing cavity insulation v ' Q< lu shall be in contact with the top side of ,' 1 and floors above garages. edge of insulation- tV sheathing or continuous insulation installed SOLAR—READY (V f- D O on the underside of floor framing:and CERTIFICATEO O u- extending from the bottom to the top of all Q W Q O W O erimeterfloorframin members- O L z Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURALtu DESIGN NOTE Crawl space walls covered with a Class i vapor retarder with instead of floor insulation,shall be incorporated features at g Z v Z overly in joints ta d- permanentlyattached to the walls. the time of Initial In accordance with the 2020 RGNYS; structural Duct shahs,utility penetrations,and Cue shaftd s construction to enable the elements such as engineered wood,. steel and ~ 1 '1 Shags,penetrations: opening to exterioror unconditioned space shalt be seated. Installation of solar steel/wood composite columns, beams, headers and 4 girders that: < Batts to be installed in narrow cavities shall electrlG. < N Narrow cavities be cut to fit or narrow cavities shall be filled Z _ with insulation that on installation readily X N conforms to the available cavi space. The solar-ready roof 1) resist gravity loads, and < Garage separation Air sealing shalt be provided between the garage zone Is shown on this ~ IU S andconditioned spaces. construction plan excerpt 2) are not contained in therescrf tive design O +� Recessed light fixtures installed in the building Recessed light fixtures installed in the �- and is free of p p g Q Recessed lighting therm at envelope shall be sealed to the finished building thermal envelope shall be airtight �I O UI provisions of the 2020 RGNYS surface. and IC rated. m obstructions that would J d� In exteriorwalls,batt insulation shall be cut limit placement of solarwere designed in accordance with O m neatly to fit around wiring and plum Bing or Is. Plumbing and wiring insulation that on installation,readily pane ANSI/AWG NDS-2018 with 2018 supplement. -� conforms to available space,shalt extend behind piping and available s Plastic conduit for future (7111 JStructural elements such as walls and fenestration The air barrier installed at exterior walls adjacent to Exterior wails adjacent to showers and tubsL electric wiring has been i? that, Shower/tub on exterior:wall showers and tubs shatl separate the wail from the shall be insulated- installed through walls at Theairbarrie or CONDUIT the locations shown to DATE: AUGUST 2023 The air barrier shalt be installed behind electrical I) resist wind loads, And Electricallphone bo):on exteriorwails and communication boxes. Alternatively,air-seated 40 facilitate the Installation boxes shall be installed- HVAC supply and return register boots that of wiring between the, ' HVAC register boots penetrate building thermal envelope shalt be seated SOLAR-READY electric service panel and 2) are not contained In the prescriptive design 2nd FLOOR roof-mounted solar SOLAR-READY provisions of the 2020 ROWS PLAN to the subfioor,wall covering or ceiling penetrated ROOF ZONE ROOFZONES by the boot- panels. were designed in accordance with ASCE 1-16 wind Where required to be sealed,concealed fire sprinklers shalt only be sealed in a manner that is provisions and acceptable engineering practice. DRAWING NUMBER Concealed sprinklers reccmmended by the manufacturer- Caulkingor other adhesive sealants shall not be used to fill where such elements occur in the plans, they are voids between fire sprinkler cover plates and walls annotated "ENGINEERED DESIGN." A == orceilings. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC, SERVICE PANEL [TI03.10] 5 O BAL A BAL B E3kqL G E31^L D BkC E E31-4L F II'-4" -411 31-411 ..................... tL Lu 5'-4 z O rt ---------- J < OL COS c) 4" . Ln E3NL 2 31-101, 1-71-101, BRACED WALL PANEL CALCULATIONS 4-40 11 1-2 Wind Adjustment Factors -Table R602.10.3(2) (p.187) Upper Story Numbered Lettered Wall Wall Lines Lines Comment Exposure Category 1.00 1.00 N Exposure B; 2-Sty Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only cv Story Height L 0.93 0.93 8'-8" O n Number of Braced Wall Lines 1.30 1.60 3; 6 Additional 800 lb Hold Down 1.00 1.00 N/A L-4 Gypsum Board Fastening 1.00 1.00 N/A E3V& 5 --- ------------ ---------- ------------- - Wind Factor Total 1.185 1.458 t Braced Wall 140 mph Total Bracing Braced Wall Bracing Line Spacing Required Wind Factor Required Length Status Length (ft) End Line Method (ft) Bracing (ft) Total Bracing) Provided (ft) Condition 1 WSP 10.75 3.19 1.185 3.78 25.19 OK N/A 2 GB 12.33 6.55 1.185 7.76 52.69 OK N/A SEOONr�) STORY BNL FLAN 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK 1 SCALE: 5116" = 1 ft A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK 3 z B GB 10.58 5.76 1.458 8.40 17.67 OK N/A C GB 12.00 6.40 1.458 9.33 23.00 OK N/A D GB 12.50 6.63 1.458 9.67 25.42 OK N/A ( U.1 -A om M Lu 6 E GB 9.58 5.50 1.458 8.02 17.83 OK N/A LU 1) Z ,� Ju z z d)7=W F CS-WSP 5.50 2.50 1.458 3.65 13.58 OK 1 or 3 g Z <-4 0-4 id�Z Wind Adjustment Factors -Table R602.10.3(2) (p.187) OL cq 13 Z 043 LU > a BIAL H I BNL K Lower Story < 22'-5" Garage Garage Dwelling Dwelling > < Numbered Lettered Numbered Lettered Comment < Exposure Category 1.00 1.00 1.00 1.00 Exposure B <0.99 0.99 0.99 0.99 9'-10"Gar; 9'-8" Dwelling Roof Eave-to-Ridge Height 0 X Story Height 0.98 0.98 1.01 1.01 9'-8"Gar; 10'-2" Dwelling z Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5,4 Dwelling Additional 800 lb Hold Down 1.00 1.00 1.00 1.00 N/A 41-411 �26' Gypsum Board Fastening 1.00 1.00 1.00 1.00 N/A BIIL 4 --------- Wind Factor Total 0.970 0.970 1.600 1.450 Total %Z Braced Wall 130 mph Braced Wall Bracing Wind Factor Required Bracing End Line Spacing Required Length Status Condition Line Method Total Bracing (ft) Bracing (ft) Provided (ft) Length (ft) EHL 5 Garage 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK 3 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK 3 ERED AUG 2 5 2023 G CS-WSP 22.42 4.48 0.970 7.08 Dr PLYWOOD 5HEATHINO f3HL J 4.35 OK 1 UNDER NALLBOARb PLYWOOD S"EATHINO H WSP 22.42 5.48 0.970 5.32 6.00 OK N/A PLYWOOD SHEATHING UNDER HALLBOARD UNDER WALLBOARD- Dwelling 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK 1 or 3 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK 3 p s0 01 C111 51-011 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK 1 or 3 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK 3 8 CS-WSP 20.33 8.12 1.600 12.99 13.00 OK 1 IL ------ H WSP 8.58 4.50 1.450 6.52 15.58 OK N/A lu I CS-WSP 24.78 9.67 1.450 14.02 29.08 OK 3 10 J CS-WSP 21.88 8.66 1.450 12.56 20.42 OK 1 or 3 PLYHOOD SHEATHIN5 PLYWOOD 5HEATHINO _2 I -1 It - UNDER WALLBOARD UNDER HALLBOARD-- K CS-WSP 32.75 12.46 1.450 18.07 35.67 OK I or 3 PLYWOOD SHEATHING < UNDER WALLBOARD IL tu �; O o lu N tu z z Id< < 7 1A < el OL < Z E3PqL -1 -71-011 4'-10 BV& 5 -011 221-011 DATE: AUGUST 2025 WALL BRACING PLAN u LU FIR57 570R)O' BNL PLAN DRAWING NUMBER SCALE: 5116" = I ft A m O TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS a,b,e, d, e,g GROUND SNOW LOAD (psf) z 20' 30 � RAFTER RAFTER SPACING Roof span(feet) O SLOPE (inches) 12 20 28 36 12 20 28 36 Q Required number of 16d common w nailsa,b per heel joint splices' d,,a'e O N 12 4 6 8 10 4 6 8 11 Z 3:12 16 5 8 10 13 5 S 11 14 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 O z SOLAR-READY ZONE [TI03.3] 4:12 16 4 6 8 10 4 6 8 11 PROVIDES 36" WIDE ACCESS PATHWAYS # FROM EAVE TO RIDGE WHERE SHOWN 24 5 8 12 15 5 9 12 16� �, 12 3 4 5 6 3 4 5 7 [R324.6]. THE SOLAR-READY ZONE SHALL REMAIN CLEAR OF OBSTRUGTIONS SUCH AS OL VENTS, ETC. [TI03.4] (TYPIGAL-3) 5:12 16 3 5 6 8 3 5 7 9 �— ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.824 4 7 9 12 4 7 10 13] i ROOF LINE I� 12 3 4 4 5 3 3 4 5 INSTALL 2"(P VERTICAL SCHEDULE 00 PVC CONDUIT THROUGH ALL WALLS TO ATTIC, WITH O 7:12 16 3 4 5 6 3 4 5 6 TEMPORARY PLUGS OR GAPS AT EACH TERMINUS WALL LINE WALL LINE [E3802.3.2]. ! 24 3 5 7 9 3 5 7 9 S ROOF BELOW ROOF BELOW o t'f=_ - ; _'- - [i.'..,;. ,; o q;�\ 12 3 3 4 4 3 3 3 4 ,...�. + 9:12 16 3 4 4 5 3 3 4 5 IN j 2x10 RR AT 16" o.c. 2x10 RR Al I6" o.c. cv ry 24 3 4 6 7 3 Nl 6 7 ROOF OVERHANG BELOW 12 3 3 3 3 3 3 3 3 ROOF LINE 12:12 16 3 3 4 4 3 3 3 4 3 3 4 6 N Q � ` 1 WALL LINE or SI 1 i - - _ F . n —25.4 mm, 1 foot—304.8 mm, 1 pound per � � ch w square foot=0.0479 kPa. a. 40d box nails shall be permitted to be substituted for 16d � T I x Qv i E 2x6 RR common nails. --- - t- AT 16" o.c. b. Nailing requirements shall be permitted to be reduced 25 J o o percent if nails are clinched. I c. Heel joint connections are not required where the ridge is � AGGE55 ROOF supported by aload-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided by vertical struts or purlins to a load-bearing wall,the .- I',.I; y �• i i, �' o tabulated heel joint connection requirements shall befitted to be reduced proportionally e uction m perm redto the red - . .. -.- r .. ..... ,. .. „ .,...A., .. ..,, < e Equivalent nailing patterns ar 14 \ / span. q 'valent nai • g p ttern e required for ceiling joist to ceiling joist lap splices. tt� — f. Applies to roof live load of 20 sf or less. 1.'15 x 14 LVL STRUCTURAL RIDGE �' / x pp p 7— v \ POST RIDGE DOWN TO BEARING ;, N g. Tabulated heel joint connection requirements assume — WALL AT 12'-0" ON-CENTER OR LESS POST ON that ceiling joists or rafter ties are located at the bottom / OL T of the attic space. Where ceiling joists or rafter ties are to w O 2x12 RIDGE �.-,._<a ..M.,a, -_ _ 2x12 RIDGE LU located higher in the attic,heel joint connection m z f0 requirements shall be increased by the following factors: z w z EXTEND RIDGE TO ! } ZZ 4 i BEARING WALL AT tT �O W GARAGE ROOF BELOW c.;` i ALL VAULTED - /H Heel Joint Connection Ad ustment Factor — 7- AGGE55 ROOF CEILINGS He R J p ti O �z I- 1/3 1.5 �z � � z o Q o tOw 1 --- ---- Ix w 1/4 1.33 < u i IX O (.. 1 F' �\ O O � w I � 115 1.25 Q — QC O I ' J m I. u - a. . g N o 1/6 1.2 0- �O � �Q Q w O vtt�i tk +� ,:. } ::. ..... 1/10 or less 1.11 N O 4 4 � � pLl where: < X N 2x6 RR AT 16 o.c. =Height of ceiling oasts or rafter ties measured vertically g J Y above the top of the rafter support walls. r HR=Height of roof ridge measured vertically above the top of I x 2x10 RR AT I6 o.c. 2x10 RR AT I6 o.c. z I the rafter support walls. WALL LINE _�..- „.........„., _ 2x10 RR AT I6 o.c. 2x10 RR AT I6 o.c. i , „,,,sp• R i S} F ROOF LINE - -- �.. t ROOF LINE ROOF BELOW PORCH ROOF BELOW WALL LINE QEl VERED AUG 2 5 2023 ROOF LINE O 4� m o° v � ROOF PLAN OK Ua SCALE: 1/4” = 1 ft p O Q (� CD ri Q o d- OIL w < w 6 STRUCTURAL DESIGN NOTE LU O (L! � X z °d 0- J � z In accordance with the 2020 RGNYS; structural elements such as engineered wood, steel and v V steel/wood composite columns, beams, headers and d < �i OL girders that: N 1) resist gravity loads, and E- N L 2) are not contained in the prescriptive design v«> Q provisions of the 2020 RGNYS N 0 were designed In accordance withIL O m ANSI/AWC NDS-2018 with 2018 supplement. LL-t N Structural elements such as walls and fenestration that: DATE: AUGUST 2023 i) resist wind loads, and 2) are not contained in the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed In accordance with ASCE '7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DEVON." A ===7 m 1 ROOF ------------------------------------------------------------------------------------------------------------------------i 2x EXTERIOR WALL z I> o Im i V I I I — — _ _ _ _ _ _ - - i 6CLOSE -GELL SPF INLATION (- _ T7 _ _ _ _ _ O STUD TO FLOOR JOIST V I SIMP50N COIL STRAP Q/ (4)-Sd NAILS AT EACH END O ------------------ ------ -- ------------------------------------------1--4--------------------------------------------------------------- -------------------------------------------------------7 IL CEILING LAUNDRY I I I FAMILY BATH �- I - - - - MASTER BATH I 2x SOLID BLOCK $ AIR-SEAL BETWEEN FJ ITL - - - - - - - - - - - - I 2x RIM BOARD W >I > I > 1 I I > I > 1 > 1 > I > I z N GANTILEVERED FLOOR JOIST - - - I - IWC - - - - - IWC - 1 I , TTJ III Ii WASHER I i I -'- I LAV. I I I LAV. I LAV. I I I 1 ( I 0 i 3.{6" 05B VINYL SOFFIT 0 n TUB I I TUB I FLOOR J015T TO WALL: (� 1 SHOWER I I 51MP50N H2;(5)-8d NAILS TO FJ 4 (5)-8d NAILS TO STUD J-a 2nd FLOOR I I I I I 2x EXTERIOR WALL - -------------- ---I-------------------------------------------------------a ALTERNATE WHERE FJ/STUD MI5ALION5: --- --------- ------ -------- ----- --- --- 211 H 2" W 3" W I-I/2,, W r-- ----------- I-I/2" W I-I/2" W 2" W 3" W 2' W I I 4dt FLOOR J015T TO PLATES: 2" A I I G.O. 2:: W I G.O. 2" W 311 H 1 I 51MP50N H2.5;(5)-Sd NAILS TO FJ, (5)-Sd NAILS TO PLATES G.O. I PLATES TO STUD: --------------- --------------------- ----------------------------------i SIMPSON H25;(5)-Sd TO PLATES,(5)-Sd TO STUD Z -------------------------------------- I CEILING - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 2x ROOF RAFTERS AT 16" O.G. - - - - - KITCHEN - - - - POWDER BATH T 1 - - I USE GALV. HURRICANE TIE' BETWEEN EVERY RAFTER AND THE ROOF BEAM �I qI U,I >T - - - - -�1 - - - - -1 � DETAIL AT FLOOR 11 lel 1 _I _I - _1 - I I +� 2x CEILING JOISTS AT I6 O.G. N I USE (3)-Ibd NAILS AT RAFTER WG I I WG I OANTI LEVERS $ SETBACKS HEEL JOINT GONNEGTION rn KIT SINK I I I ROOF BEAM (SEE PLAN FOR SIZE) V/ LAV. LAV. SCALE: NTS ASSEMBLE WITH 10-d NAILS N D UG3A PRESERVATIVE TREATED I 12" O.G. STAGGERED ALONG LENGTH I I SHOWER I 15t FLOORI VENTED VINYL SOFFIT 1x8 TRIM BOARD ------------------ -------------------------------- ----- ----------------------------------- ------L2" - --------------------------------- --- -----------------� 2" W I-I/2" W 3" W I-I/2" W 3" W 2"W i UPLIFT CONNECTIONS: GSIb OALV. COIL STRAP G.O. 211 W G.O. 311 W G.O. 211 W 31, W i USE (2) AT EACH POST, TOP $ BOTTOM I 5/4"xb" DECKING (4)-I0d NAILS AT EACH END -------------------------- ----------------------------------------- --- ---- - ---------------------------------------- ------------- PERPENDICULAR TO JOISTS CEILING G.O. '`} Hi (2)-Sd THREADED NAILS OR 4" W 4" W r-- - -� - -II F.A.I. (2)-No. 8 WOOD SCREWS AT 4x4 WOOD COLUMN 4 EACH SUPPORTING MEMBER I [R507.7] TREATED RES DIRECTLY PRESERVATIVE LOOR SEAM FLOOR BEAM (SEE PLAN FOR SIZE) 1 I FLOOR JOISTS UG3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW'S OF lod NAILS FLUME31 N(5 RISER D I AORAM L UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] TO APPROVED SCALE: NTS HOUSE TRAP I SANITARY SYSTEM GRADE BASEMENT FLOOR'. I 'J� 4x4 WOOD POST ` 1 UG3B PRESERVATIVE TREATED v -------------•------------------------------------------------------------------ PB44 HOT-DIPPED GALV. V O SP05T BASE ANCHOR E I , m w V � J��1 lu m z 12"(P x b'-0" HIGH P.G. COLUMN WITH (2)-#4 �r zQ I z L VERTICAL REBAR ON }" J O J W 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 m 0) z W /0 / S REBAR EACH WAY,REBAR 4" ABOVE (� Iv )- d r p z U J ,,II ,, O TYPICAL ROOF R-3BOTTOM q � J-t--1 Z � �Z ASPHALT ROOF SHINGLES OVER 15# FELT OVER 0 O STRUCTURAL PANEL SHEATHING OVER > I((y W ® O 2x10 RAFTERS AT 16" O.G. Q J '^O p[ R-3q 6" THICK GLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) TYi�I OAL PORCH DETAIL � � � I- n d< 1.75 x 14 LVL STRUCTURAL RIDGE WITH Ys" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] `- x 00000- (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] SCALE: NTS �/ No Q Q I DOE TENSION ST AF: 12 � d fig' Q WRAP STRAP OVER RAFTER (3) 10-d COMMON NAILS AT EACH END OF STRAP 'iii t tFl f i� tri ` 11 it 11�i `fr i1`ii fr i�` Z / uu _u JAAL uu �u �u �u uu _ •� I I I I I I 1 I 1 I 2x4 COLLAR TIE GABLE WALL INSULATION AT 48" O.G. (OPTIONAL) GONTINUOU5: R-5 I-INCH RIGID FOAM XPS CAVITY: R-13 2" 5PF . ' .�.. :' SEALED ATTIC c'INDIiGTLY CONDITIONED) VE T530G STRAP—TIE -' r� (BEYOND SECTION) - 2 SOLID ( n ; f s k 2x6 GJ AT I6" O.G. O �� SMOKE G.O. WOOD BLOCKING AGH RAFTER DETECTOR IN ATTIC , :✓"� WIDE 20-OUAOE ,)M ,•." °> RAFTER TO STUD : NOTE: ALL DUCTS SHALL BE OALVANIIZED STEEL STRAP 1 �. t,. C` qa, P�°" TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIC, 1/2" GYPSUM EACH SIDE OF WINDOW AND - WRAP STRAP OVER RAFTER 2x4 STUDS AT Ib" O.G. INTERIOR SECOND STORY BOARD FINISH DOOR ORENIN65. INSTALL (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND STRAP PROM TOP OF TOP ;r n (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-b PLATES TO JAGK STUD. DELIVERED AI�j 2 J 2023 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED R-15 UNFACED FIBERGLASS BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. MINIMUM LENGTH BELOW IAN) MANUFACTURER'S SPECIFICATION VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XPS INSULATION F z HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD OVER 1/2" STRUCTURAL PANEL SHEATHING GS-W5P N tY BOTTOM OF HEADER � Q R-13 2" CLOSED-CELL - - K HALL LAUNDRY W.I.G. SPF AT RIM J015T Q BEYOND SECTION (2)-1.75 x Ib LVL � DOUBLE-FRAMED Q I- O >� OQ 5TAIRHELL (TYP) § 3/4" 5UBFLOOR i O � 0 ILJ 16" TJI-360 FJ AT I6" O.G. IL LL a O .7 kD TYPICAL INTERIOR ALL 2x12 LEDGER cV r O O v W 2x4 STUDS AT I6" O.G. 1(2)-1.75 x I6 LVL 1/2" GYPSUM Q ()l^ m (� MALL STUD TO NALL STUD: (2)-2x4 TOP PLATE;2x4 SOLE PLATE ¢¢. q 3/16 1 FL ( HDR BOARD FINISH � a < � O � � !-1 STRAP OVER OR UNDER 5HEATHING Ys' GYPSUM WALLBOARD ON BOTH SIDES .n �Z (4) 8-d COMMON NAILS AT EACH END OF STRAP ��2xb V I p OSEE WIND COMPLIANCE PATHWAY NOTES ON SHEET q 1st FLOOR PLATFORM 11 .J. 2x8 PLAT i- I 1 O Q O LTJ ? WOOD FLOORING OVER R-13 2 CLOSED-GELL I ( TENSION STi�' 'I NO 0 3/4" PLYWOOD 5UBFLOOR 5PF AT RIM J015T 11.875" TJI-230 FLOOR JOISTS AT I6" O.G. I IT 1�lLL O ' �l l X105 O N Q p GRO55 BRIDGING AT MID5PAN O i 1L SILL CONSTRUCTION: 1/2" GYPSUM I I HAL- PANTRY SCALE: NTS Op lu 11aJ O B 2x6 P.T. (UG35) SILL ON TERMITE SHIELD BOARD I I OZ U O Z ON SILL SEAL WITH 1/2 ANCHOR BOLTS (SEE TYPICAL WALL DETAIL) q 3/161 INI5HED FLOOR tu iv < N (2)-1.75 x 14 1/2" GYPSUM WISHED GRADE ~ Z STUD TO SILL PLATE: STAIRS LVL GIRDER BOARD FINISH FINISH GRADE WRAP STRAP UNDER SILL PLATE PER GODS SLOPE b" IN t0' MIN. AWAY FROM BUILDING (4)-3/8" LAG 5GREW5 lu S BASEMENT (6) 8-d COMMON COMMON NAILS AT EACH END OF STRAP - q SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a 2x8 PLAT o (INDIRECTLY CONDITIONED) Q O� . e ••4 im' l l FULL HEIGHT R-II BLANKET WALL p tL m INSULATION AS MANUFACTURED BY ly °,• GERTAINTEED CORP. ASTM E84 MAX. d FLAME SPREAD INDEX 5 25 Cl MAX. SMOKE DEVELOPED INDEX 5 50 2x6 STUD WALL AT GARAGE 1/2' GYPSUM \fig¢ (SEE FLOOR PLAN) DATE: AUGUST 2025 BOARD q 11 TRIM SHEATHING AROUND CEILING JOISTS FINISH 4" P.G. FLOOR SLAB TOP OF BASEMENT 5LAB 2x6 G.J. LAP AND CONNECT OVERHANG CEILING JOISTS TO STUDS WITH SECTIONS 4 MINIMUM (3)-Ibd FACE NAILS DETAILS 10" POURED CONCRETE FOUNDATION STEM WALL L (ENGINEERED DE51OW H I O H-lel I ND UPLIFT ST AFF I NO VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. I�" TO 4j" CONCRETE COVER FROM INSIDE FACE 30" x 30" x 12" DEEP P.G. FOOTING SCALE: NTS HORIZONTAL REINFORCEMENT: #4 ROSAR AT 15"LL w/(3)-#4 REBAR E.W. DRAWING NUMBER O.G. TOP BAR WITHIN 12" OF TOP OF WALL SECTION A SEGTI ON B _ " A NOTE: ALL METAL STRAPPING SHALL BE 11/4" x 20 GAGE (SIMPSON 0520 COILED UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING STRAP). MINIMUM 3'-O" BELOW GRAPE SCALE: I/4" = I ft SCALE: I/4" = I ft45 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RES 1 DENTI AL GODS OF NEW YORK STATE - RIOI.1 UNIFORM CODE: All work shall conform to the New York State Uniform Ftre Prevention and B:yildtng TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTESP Incorporated and ubltcattons Inco orated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1052 BUILDING PERMIT: A building permit shall be issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYand approved Town prior to the start of work. A cop of the building permit v GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM construction documents shall be kept on-site SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https://hozords.atr-ounr-il.org FOR THE PROJECT LOCATION: ! until project completion. LOAD (Mph) CATEGORY Weathering Termite TEMP REQUIRED INDEX TEMP ( p ) effects region debris zone depth N 41.1328 W '12.3422 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES RI063 DE-516N PROFESSIONAL: A Certificate of Authorization is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amaro V 25 psf 128 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F R301.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE professional engineering services. However, the Designer has IY not been retained to provide construction engineering, 0 MANUAL J DESIGN CRITERIA-Central Islip THE OWNER SHALL NOTIFY THE TOWN AND P 8301.2(3)] AFFIX THIS SIGN IN ACCORDANCE WITFf supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE N NYGRR PART 1265. for work performance of the builder. The builder shall p Elevation Latitude heating cooling factor temperature cooling difference COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT immediately notify Designer,in writing, if there is any W discrepancy found between field conditions and plan 35 ft 41* North 150 99%outdoor DB 85° 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. ZO N Cooling temperature Wind velocity Wind velocity Coincident Winter Summer _ MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-0" roof Daily range span, 140 mph, pitch greater than 5:12) [TABLE 8802.11] R301de WIND DESIGN: In accordance with Figure R3o12(5)B,wind N design Is not required. This building Is designed In difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNYS. N 10°F -t-15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 50P If Q N R3012.12 PROTECTION OF OPENIN65. This building in not located Q , UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. OF ALL BRACED WALL PANELS [R602.3.5]. 83012.4 FLOODPLAIN: This building Is not located In a flood # r f1 hazard area. } - � 83015 LIVE LOA05: Minimum uniformly distributed live loads: jpl[i Attics without storage IO psf,Attics with storage 20 psf, O Balconies b decks 40 psf,Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) • 0 psf,Sleeping rooms 30 psf,stairs 40 ps1F Z R301b ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASCE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301.6. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION NOMINAL MATERIAL desl ITEM DESCRIPTION OF BUILDING ELEMENT OF FASTENERa'b ° OF FASTENERa, THICKNESS DESCRIPTION a'h OF FASTENER AND LENGTH Edges Intermediate account for unpbaladnc a oad cpsf dit ground snow toad column to Roof Floor (inches) (inches) (inches) support R301b NOMINAL SIZES: Dressed lumber dimensions specified on (inches) these plans are nominal sizes. 4-8d box(2%"x 0.113");or 4-8d box(2%"x 0.113");or P Engineered wood dimensions 3-8d common(2%" x 0.131")• or 3-8d common(2 y"x 0.131")• or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I foists,glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate � Toe nail 21 Joist to sill,top plate or girder � Toe nail 3-10d box(3 x 0.128");or 3-10d box(3 x 0.128");or Staple 15 ga. 1 Y4 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailst projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 21/4 3 6 are not fire-resistance rated. 4-8d box(21/2"x 0.113");or 8d box(2%2" x 0.113") 4"o.c.toe nail Staple 16 ga. 1 Y4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 Y2"x 0.131")• or Rim joist,band joist or blocking to sill or top plate 8d common(2%"x 0.131")• or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: Gypsum wallboard is oa Glass A finish 2 Ceiling joists to top plate Per�oist,toe nail 22 roof applications also i9 s having a F51 = 15 (req'd max. 200) and a 5DII = O (req'd max. 3-1 Od box(3"x 0.128");or ( PP ) IOd box(3 x 0.128 ),or 6 o.c.toe nail /2 and/ Staple 15 and 16 ga.2 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2Y4 4 8 �� i �� Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ),or p g 4 8 INSULATION: Exposed insulation that is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 Y2"x 0.162");or Face nail 2-8d common(2Y" x 0.131");or Staple 15 ga. 1 Y4 3 6 concealed spaces having substantial contact with cavity R802.5.1(9')] 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128");or Face nail 232 and 4 1 surfaces shall have a F-51 < 25 and a SDI < 450. See plans ( )] ) 0.097-0.099 Nail 2Y4 4 8 for exposed Insulation values. 2 staples, 1" crown, 16 ga., 1 4" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 8302.11 FIRE BLOGKIN6: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%"x 0.135");or Staple 14 ga.2 1/ 4 g around all penetrations of the floor and Gelling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder Blind and face nail 2-16d common 3 y"x 0.162 where otherwise specified by the 2020 RGNYS. _ ( ) 0.113 Nail y 3 6 3-16d box 3 Y2"x 0.135");or 1 Staple 15 a.2 Y4 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. - 4-1 Od box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) ( At each bearing,face nail p g 5 Collar tie to rafter,face nail or 14"x 20 ga.ridge strap 3-10d common(3"x 0.148");or Face nail each rafter 2-16d common(3 Y2 x 0.162) 0.097-0.099 Nail% 4 8 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") „ • � project under Exception 4. 3-16d common(3� x 0.162 ),or NOMINAL MATERIAL a b SPACING O FASTENERS 830214 COMBUSTIBLE INSULATION CLEARANCE: 4-1 Od box(3"x 0.128");or DESCRIPTION OF FASTENER AND LENGTH Recessed 3-16d box(3 Y2"x 0.135");or 2 toe nails on one side and 1 toe 26 Band or rim joist to foist „ „ End nail THICKNESS Edges Body of aneld luminaires shall be IG-rated I/A/W N1102.45 wllth separation 4-3 x 0.131 nails; or (inches) g Y P from Insulation per listing.3-1 Od common 3"x 0.148" ;or � (inches) inches (inches) (inches) ki 6 Rafter or roof truss to plate ( ) nail on opposite side of each rafter 4-3"x 14 ga. staples,%6"crown orches R3o8.4 HAZARDOUS GLAZING LOCATIONS: Tempered lass or Z 4-1 Od box(3"x 0.128"); or or truss` g 4-3"x 0.131"nails Nail each layer as follows: 32"o.c. Floor underlayment; plywood-hardboard-particleboardf-fiber-cementh other approved safety glazing material shall be installed In 20d common(4"x 0.192")• or and adjacent to door panels;within 60 Inches of wet surfaces; m W ' at top and bottom and staggered. Fiber-cement and at locations where shown on the lans. m Z tD - 4-16d box(3%"x0.135");or p w i 3-10d common(3"x 0.148");or 10d box 3"x 0.128" • or 24"o.c. face nail at to and bottom 3d corrosion-resistant ringshank nails Z ty W Z Toe nail ( „ )' p• 3 6 R30�l.1 6ARA6E FLOOR SURFACE: Garage floor, shall be 5-Inch Q I• cq Z V 4-I0d box(3"x 0.128");or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle 1p - - -!tt O-4 w „ „ 27 Built-up girders and beams,2-inch lumber layers entry doorway. ` � O Z Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3 x 0.131 nails And: Staple 18 ga.,8 long,Y4 crown D !� M 7 to minimum 2"ridge beam 2-20d common(4"x 0.192") or (finished flooring other than tile) 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the O Z t6 Z 3-16d box(3 2"x 0.135")• or Face nail at ends and at each splice 1/a builder's responsibility t0 verify that window units supplied by < A-• _ T' O W ' „ , 3-1Od box(3"x 0.128");or 1 i the manufacturer comply with the dimensional requirements for (L > V lu 2-16d common(3� x 0.162 ) or /long x.121 shank x.375 head diameter corrosion-resistant P y q, � -. O ' 8 8 emergency escape and rescue openings where required. OQEnd nail 3-3"x 0.131"nails (galvanized or stainless steel)roofing nails(for tile finish)box(3"x 0.128");or -1 O Q/ I y Q 3-3"x 0.131"nails 11 ion No. 8 x.375 head diameter ribbed wafer-head screws 8311.-1 STAIRWAYS: Interior stairways shall be pre-assembled 4-16d box(3 Y2"x 0.135");or a g> wood units. The maximum riser height shall be 8-1/4 inches and 4 Wall 3-16d common(3%"x 0.162"); or (for tile finish) 8 8 the minimum tread depth shall be q Inches,plus nosing where `� () < 0 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail required. Provide handrails per Code. Z 16d common(3%"x 0.162") 24"o.c. face nail 4-10d box(3"x 0.128"); or Plywood q p ^ < Q ( panels) IOd box 3 x 0.128 ,or 4-3"x 0.131"nails 1 Y4 ring or screw shank nail-minimum g 8 Stud to stud not at braced wall anels 8312.1 GUARDS: Walkln surfaces more than 30 Inches above ( �� ) 16"o.c.face nail „ i s 3 6 grade,and steps leading thereto,shall have guards that Z 3"x 0.131"nails 2-1 Od box(3 x 0.128 );or 2-8d common /and/6 12�ga. (0.099 )shank diameter 29 Budging or blocking to joist 1 „ „ • Each end,toe nail conform to Code.„ . (2/ x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga. 8,%6 crown width 2 5 16d box(3 x 0.135 ) or „ R3122 WINDOW FALL PROTECTION: Wlndows with sills less than 9 Stud to stud and abutting studs at intersecting wall 12 o.c.face nail 3"x 0.131"nails SPACING OF FASTENERS t t 3 is 1 14 ring or screw shank nail-minimum a 24"above finished floor and greater than 72" above grade corners(at braced wall panels) /2,/, /2 and/ 1 6 8 shall be protected per Code. 16d common(3 y x 0.162 ) 16 o.c.face nail ,I,E DESCRIPTION NUMBER AND Edges Intermediate 12/ga. (0.099 )shank diameter 16d common(3 Y2"x 0.162") 16" o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa,h,e (inches)h supports`,e 1 Y2 ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,..«F •... 10 Built-up header(2"to 2"header with�" spacer) (� ) 3 6 smoke alarms,carbon monoxide alarms,and heat detection 16d box 3�"x 0.135" 12" o.c.each edge face nail (inches) i9 Y 2 32 and Y4 12%ga. 0.099" shank diameter '"` ; , i.a• ( ) g 32: s, ( ) alarms shall be Installed at all locations shown on the plans. Y2"„ Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathin to framin i x� +•>•" C ` ' 5-8d box 2/ x 0.113 or P g g P g g Sta le 16 a 1 / 6 8 R3I5 CARBON MONOXIDE ALARMS: Install at all locations ;« t. , ..•. 1 , 11 Continuous header to stud 4-8d common 21/2"x 0.131" or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] r specified on the sans. ( ), Hardboard P P ;P;+t, 4-l Od box 3"x 0.128 t� `" ( ) s „- „ 6d common(2"x 0.113")nail f 1 72 long ring-grooved underlayment nail 6 6 831.1 WOOD DECAY PROTECTION: Lumbers ecifl ed in the lana �. ,s' `• 1 ` � t g 30 /s Y2 6 12 p P subfloor,wall as pressure preservative- treated (P.T) shol l be In 16d common(3%"x 0.162") 16" o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 „ „ , 19 :: _ :: i :: :: f accordance with AWPA UI for the intended uses and location. •. ;w,jJ ",•.;,- «"{ 12 Top plate to top plate IOd box(3 x 0,128 ),or 31 /2 1 8d common nail(2/ x 0.131 ) 6 12 Staple 18 ga., /long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless 12 o.c. face nail 3"x 0.131"nails lOd common(3 x 0.148")nail; or 6 12 steel,silicon bronze, copper or 1/2 diameter or greater 32 1 y" - 1 1/a° Particleboard steel bolts. 8d 2� x 0.131 deformed nail • • ( ) 4d ring-grooved underlayment nail 3 6 r g % � 3 8401.4.1 6EOTEGHNIGAL: Footings and foundations shall rest On �� 'v�R�� AUG 2 a 2723• Other wall sheathing Staple 18 ga. /long,/6 crown 3 6 undisturbed soil with a minimum load-bea^i value of 2000 8-16d common(3 Y2"x 0.162");or Face nail on each side of end joint n9 �: �: . � 1%" galvanized roofing nail,%6"head 6d ring-grooved ooved underla ent nail 6 10 psf. Visually graded soils that have this load-bearing value 13 Double top plate splice 12-16d box(3 V2" x 0.135 ), or (minimum 24"lap splice length 33 %" structural cellulosic fiberboard sheathing „ 1 3 6 % g-� Include 6W b 6P-gravel and sandy gravel;6M 4 6G-silty and 12-1Od box(3 x 0.128 ), or each side of end joint) diameter,or 1 crown staple 16 ga., 1/ long Staple 16 ga., 1%long,%crown 3 6 clayey gravel;5W d 5P-sand and gravely said;SM d 50-911ty O 12-3"x 0.131"nails 3 :: 7 :: and clayey sand. Unsuitable subsoil material encountered O 1 /a galvanized roofing nail, /6 head 1 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ O La m 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a., 1 i " g 3 6 �' s Staple 16 ga., 1 /long,/crown 3 6 P 0 Q p g /a ion s s with /a crushed stone to a minimum depth of 8 Inches or AOBE. 16d common(3 Y2"x 0.162") 16"o.c. face nail d 1 Y2"galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior 0 Bottom plate to joist,rim joist,band joist or 35 Y2 gypsum sheathing 1 4" screws,Type W or S 7 7 walls and other vertical concrete work exposed to the 14 1�„ 1 y long; yp For SI: 1 inch=25.4 mm. O .9 blocking(not at braced wall panels) 16d box(372 x 0.135 ),or 12"o.c. face nail weather shall be air entrained stone concrete with a minimum 3 x 0.131 nails s ,� d 1 Ya" galvanized roofing nail;staple galvanized, compressive strength of f'r=3,000 psi at 28 days. Porches, 36 / gypsum sheathing s :: s :: F7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage O � M 1 / long; 1 / screws,Type W or S gp 1Z Bottom late to joist,rim joist,band joist or 3-16d box(3 y"x 0.135");or 3 each 16"o.c. face nail floor slabs shall be air entrained stone concrete with a O 2 each 16" o.c. face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength Of f'c,=3,500 psi at 28 days. Z 15 p 2-16d common(2 Y2"x 0.162");or P � J u blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail;or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations O O Q 'D Q 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. s terns shall extend below the frost line, .e., ~ t- 37 Ya" and less „ „ ys I to a minimum O 8d common(21/2 x 0.131 )nail d. Fasteners shall be laced in a d pattern throughout the body of the panel. d --�4-8d box(2 y"x 0.113");or p ,� P g y p epth of 3'-0" below finished grade. 6 12 8d common(2 1/2'x 0.131")nail;or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. 3-16d box(3%"x 0.135");or 38 g"- 1" v-I O, - ?- 8404.1.? BACKFILL: Backfill shall not be placed against OC (X r(1 Z J(� 4-8d common(2,V2"x 0.131");or Toe nail 8d deformed(2 Y"x 0.120")nail E Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of -1 days. Brace top (� Q O LU :: :: :: Specified alternate attachments for roof sheathing shall be permitted where the ultimate design winds eec is less than and bottom Of wall during backfill placement. 4-lOd box(3 x 0.128 ),or lOd common(3 x 0.148 )nail;or g p g p g P Nlu 4-3"x 0.131"nails 39 1 4" - 14" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using tV � Q O 16 Top or bottom plate to stud 10 deformed(2/ x 148")n nail the spacing listed for panel edges. 850 Shall bye Douglas fir-larch l6No. 2 or better. dimension O O Q p h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus O UJ 4 Z 3-16d box(3 YZ"x 0.135"); or Ym g rY a For SI: 1 inch=25.4 mm 1 foot=304.8 mm 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x l0 6. O pi ww 2-16d common(3 y"x 0.162");or End nail O Q� 3-10d box(3"x 0.128");or p 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall O Z h-• 1U O Z 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum f- W sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No.3,standard or stud grade lumber. 0 N 3-1 Od box(3"x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a,b,e " ( )� g g WALL SHEATHING USED TO RESIST WIND PRESSURES 87023 GYPSUM BOARD: All interior walls to be covered with) OL 17 Top plates,laps at corners and intersections 2-16d common 3 Y"x 0.162" • or Face nail sum board;taped,s ackled and pointed;unless otherwise 0 • ( )� ksi for shank diameters of 0.142 inch or less, gypsum p p ULTIMATE DESIGN noted plans. X �N Z on - 3-3"x 0.131"nails � p b. Staples are 16 gage wire and have a minimum/6-inch on diameter crown width. MINIMUM d MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2%"x 0113");or e. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„It R7O3.3 SIDING: Exterior wall covering shall be vinyl siding tested F- (`I lu ( ) d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind regions and Installed p 2-8d common 2/ x 0.131 ,or Y Y P 1?p Y PANEL (mph) with fasteners In strict accordance with the manufacturer's V "� 18 1 brace to each stud and late „ :, . Face nail PANEL SPAN SPACING - 2-10d box(3 x 0.128");or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind exposure category instructions for hl wind regions. Use stainless steel nails for f, For wood structural panel roof sheathing attached to able end roof framin and to intermediate su orts within 48 Size RATING (inches) g P g rY qh P g g g PP (inches) ) fastening vinyl siding on buildings located within 3,000 feet of 2 staples 1 3/" (inches) (� ) (inches o.c.) (inches o.c.) B C D the ocean line. O i-- IL. O inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less 6d Common -1 m 3-8d box(2 y"x 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 1.5 24/0 s 16 6 12 140 115 110 RB02.1 WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2 y"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling Joists shall be 19 1"x 6" sheathing to each bearing 2-1Od box(3"x 0.128");or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• Yp g 8d Common 16 6 12 170 140 135 2 staples, V crown 16 a., 1 s " 1.75 24/16 %6 g /a long sheathing shall conform to ASTM C 208. (2.5"x 0.131") 24 6 12 140 1 115 110 8806 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)(ro of the area of the DATE: AUGUST 2023 3-8d box(2%"x 0.113"); or vented space within the soffit. Attic Is unvented. blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. RC1052 ASPHALT SHINGLES: Asphalt strip shingle, wrappers shall pp Y g q g g g P g PrP p p 9 PP 3-10d box(3"x 0.128");or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with ASTM D-71158 Glass 6 NOTES 3 staples, V crown 16 ga., 1 4"long a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened In p supported by framing members or solid blocking. g p p 1T pp p Y p Yw g P accordance with the manufacturer's Instructions to achieve 20 1"x 8" and wider sheathing to each bearing Wider than V x 8" Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum Of six nails per strip shingle. Use one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2%"x 0.113" • or saltwater. ( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER 3-8d common(2 4"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1006.2 AIR SUPPLY= All combustion air for factory-built 3-1 Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 Ya" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING F(�- � ► JOIST DETAILS Plate nail-16d(0.135"x 3X")at Load bearing or braced/shear wall above must stack over wall below)) Load bearing or braced/shear wall above Plate nail, 16d 0.135 x 3 Y") 12"on-center g Plate nail,16dent(0.135"x 3 Yi') ( When sheathing thickness exceeds /", 2x stud wall at Floor panel nail- Blocking panel: 1Y"TJ®Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJI® Joists at 16"on-center at 16"on-center _ � No load bearing Z trim sheathing tongue at nm board 16"on-center 8d 0.131"x 2/z" at 6"on-center Ya"TimberStrand® LSL or TJI®joist. g Blocking panel: Web stiffener ( ) wall above Min.distance from Table A Min.distance from Table B 1y"hole may be cut Q 1Y8"TJ Rim Board, 1Y" ( ) g p anywhere in web out- ® Plate nail-16d 0.135"x 3 z" Blocking ane): H required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TirrlberStrand@l LSL or at 16"on-center* 1Ya"TJ®Rim Board, sides at A2W ONLY Sheathingboth sides at A3.4W ONLY squash blocks required each side cut or notch flange. TJI joist Floor panel nail- ® boundary nails, at B3W ONLY 1 a"TimberStrand® LSL 8d(0.131"x 2Yz")at 6"on-center* or TJI'Djoist / 8d(0.131"x�")a 1/a"TimberStrand® Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y'6 , required en both O •• 6-Tr Web stiffeners 6" nail each side atA3._W B1 BIW ' Toe nail-10d(0.131" sides of both joist 6" L� 2 x Di D, Closely grouped round Lz 2 x Lz Dz 6" 6" Toe nail, Toe nail, 1Ya"TJ®Rim Board(A3/A3W When sheathing x 3")at 6"on-center ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds/", 12„ Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes In holes larger Q only)or min. q End of joists at hatched meets requirements for hatched + IL at 6"on-center at 6"on-center � 1Ya"TimberStrand® LSL. trim sheathing tongue 3 „ on both sides at B1W cur holes►n cantilever except knockouts) q than 1/z•In For rim board thicker than 1/4 centerline zones round or square holes. zones cantilever Q TJI®rim joist at rim board and B2W ONLY reinforcement q Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support W required on both Must have 1%"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp a sides at Al W ONLY -Connect corner with four 10d 0.128"x 3" nails.Toe Blocking panels may be required with braced/shear Minimum distance from edge of hole to inside face of nearest end support Z to * * joist bearing at ends. Attach O O O 01k support all panel edges ( ) B2 B2W B3 B3W with braced/shear walls above or g4 B4W g p - A1 Al W O A2W A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist per A3 detail. P below-see detail 61 JOIST TJI• A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4 1k DEPTH 2" 3" 4" 5" 6Yz" 7•' 9%" 11" 13" 2" 3" 4" 5" 6Y2" 7" 6'/s" 11^ 13•' •• (mV r(1 *For additional installation specifications see Rim Board Details and Installation in A3W W Nail through 2x cantilever,wood backer and 110 V-o" 1'-s^ 2'-0'• 3'-0• 5'-0• V-0" 1'-6" 2'-6" 3'6" 4'-6• V J Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. O O W W Details and Installation in Weyerhaeuser Installation Guide 1Y8"TJ®Rim Board or 1Y"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" 9Y" Blocking 1 ( ) 210 1'-a^ ,'-s• 2'-6" 3'-0" 5'-s• 1'-0^ 2'-0" z'-s" 4'-0^ 5'-0• Q for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'6" T-0• 2'-6" T-6" 5'-6" V-0• z'-o'• 3'-0" 4'6" 5'-W - top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 3Y2"TJI® 360 V-s" 2'-0" T-0• a•-0" s'-0" t'-6" 2'6" T-6" 5'-0" 5•-6" with connections equivalent to floor panel joist flange widths. 560 V-6" 2'-6" 3'6" 5'-0" 7•-0• 2'-0• T-0^ 4'-0" 5'6" s'-0' schedule. 110 V-0" V-0" 1'6" T-0" T-6" 3'-0" 5'6" t'-0" V-6" 2•-0•' 2'6" 4'-6" 5•-0" V-0" reinf length of TJI®joist 8"diameter maximum hole for 11 et - 1Ye"TJ®Rim Board 1Ya"TimberStrand® 210 r-o" r-6" 2'-0• 2'-0" 3•-0• 3'6" V-0" r-0' r-6" 2'-s" T-0" 5•-0" s6" V-6" _ reinforcement and filler ax deep blocking panels;6' diameter LSL.Nail with 10d 0.131"x 3" nails, 11'/e" 230 V-o^ 1'-6" z'-0" 2'-6" T-0" 3.6" 6'-6" V-0^ 2•-0^ 2'-6" 3.6' S'6~ F-6" 7'-0" 4'-0"length of 8"diameter maximum hole for 11%"- block.Use 4'-0"length maximum for blocking panels 9Yz"deep ( ) Attach reinforcement to joist lu 3 • 1 „ „ one each at top and bottom flange. with one 8d(0.131"x 2Y") 360 r6" z'-o" 3'-0" T-6" a'-s" 6-0" T-o^ r6" 2'-6" T-6" 4'-6" 6'-6" s'-6" T-s" (\ reinforcement on 16"deep blocking panels;6"diameter with 9/ and 11/a TJIs or shorter than 12"long. 560 V-6" 2'-6" T-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6•' 3•-6" 4'-6" s-s" 7-0" 76" 8-0" 1---1 8"diameter maximum hole for 11 1 „ Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to one side at E2,both maximum for blocking panels 9/ joists. 9 1 PP 110 V-0" V-0" t'-o" V-0• 1'6^ 2'-0• T-0- 5'6" V-0" V-0" V-6" 2'-0^ T-6• 4•-0" 6'-0" 8'-0- Web stiffeners /"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2/2') Horizontal blocking uniformly 210 1'-0" V-0" V-0^ V-6" T-o" 2'-6" 3.6" s'-0" V-0" V-0" 2'-0" 2'-6" 4'-0^ 4'6" s'-6" 8'.6- Load from above required on both diameter maximum for blocking Do not cut flanges. IV'TJ®Rim Board 1Y4" nail at each corner panels between each loaded joists 1a•' 230 11-0" V-0" V-0' 1'-s^ 2'-s^ z'-s^ a'-0" T-0" 1'-0^ V-0" 2'-0" 3'-o" 4'-0• 5•-0" T-o" 9'-0• ,^ sides at E1 ONLY panels 9Yz"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with " only. 360 V-0" V-0" V-6" 2'6• T-6" 4'-0" 5'-6^ e'-o" t'-0^ 1'-s" 2'-s^ a'-o^ s'-o^ s6" 8'-0" 9'-6• �J, 12"long. 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood D �t<` 560 1'-0" 1-o" z'-0^ T-0" a'-s" 5'-0" V-6• V-0" 1'6• 3'-0" a'-0" 5'-0" T-0" 7'6• 9•-0" 10'-0" Y6" Do not cut flanges. 1Ya"TJ®Rim Board or 11/4" each at top and bottom flange. reinforcement on floor panel schedule. backer �ae�e� o��`l� 210 t'o" r-o^ r-0• r o" r-o^ ,'-s" 2's" 3'-s" s'-o• r-o^ r-o" r-o• 2'-0' 3 0" 3 s^ s'-s" 8'-0• d12 TimberStrand® LSL.Nail with one side at E5, 12"length of 3/" ve ec o�t\oada 1B" 360 V-0" V-0" 1'-0" 1=0" z'-6" T-6" 4'6" 6'6" 9'0" 1 0" 1'0" V-6" T-0" 5'-0" 5'6" 9=0" 10'-0"10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 �yz e� `each at top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side �� r �805so r o" r-o" r-0^ r-o" z'-s^ 3'-0^ 5'-0" 7'-s" 1a-o^ r-o" z'-o° 3'-0" a6^ s'-s" T-o• to'-0^ ,r-o" 10d(0.148"x 3")nails at 6" 9 at ET both sides at E8 - bIOCICIn between 4" 5'• 6" 7" a" 10" 12" 15" 17" 4" 5•• 6" 7" 8" 10" 12" 15" 1T• Attach reinforcement " on-center,clinched.Use 2 each joist 18„ 360 1'4' V-0" 1'-0" V-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" T-0" a'6^ 6'-0" 10'-0" 11'-0" 13'-6" 2x4 minimum to joist flange with 'L R` rows with 9 "and 117 " E7 E8 Less than 5" 560 t'•o^ 1'-0" t'-o^ 1'-0" z'-o^ a'-s• 7'-0^ 11'-0^ 2'-0^ T-6" 5•-0" 6'-6^ s'-0" 11'-0^ tz'-o" to s^ Y /8 Less than 5" squash blocks p" 8d(0.131"x 2Y2')nails at 6" a�� TJI®joists. * 20~ 360 1'•0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T-0" 10'-6" 1'-0" 1'-0" 1'-6" 3'-0" 4'6" 8'-0" 11'-6" 14'-0" 15'-6" (t` O O Gap • WEB STIFFENER ATTACHMENT 560 r-o" r-o" r-o" r-0" r-o^ z'-o" a'6° s'-o" 1r-s" r-o" r-6" T-6" F-W T-0" 10'6" 13•-0' 14'6" 1s'-o" 1Ya"TJ®Rim Board or �� on-center.When reinforcing E5 E6 / CS Use 2x4 minimum:squash blocks to Face grain a� Y8"minimum 1Yai TimberStrand® LSL. t<` both sides,stagger nails. 2%"maximum Table B - Intermediate or Cantilever Support transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3%2"TJI®joist flange widths 1^ pp E1 E1 W nails,one each at top and E2 E3 0Y2"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end Web stiffener both sides. DEPTH z" 3' 4'• 5^ 6y" 7" V1." 11^ 13^ 2„ 3" a'• 5^ sy' 7" s%^ 11'• IT adhesive to all blocks installed at%joist-span See sizes below. *With point load from above,and no support 110 2'-0^ z'-6^ 3-6• a'-6^ 7'-6" 1.6" 2•-6" T-6'• 5'-6" s•-6" Flush bearing plate required. Structural exterior sheathing locations using 210 2'-0" z'-s" T-6" 5'-0" 8'-0" z'-o" T-0•' 4'-0" 6'-6" T-6" Hanger height must ® contact surfaces below,install web stiffener tight to top flange 9Yz" Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang Flashing two 8d(0.113"x 2y2") Tight fit* (gap at bottom flange) 230 2'-s" T-0" 4'-0" s-s" 8'-6" 2'-0" 3•-6" 4'-6" 6'-6" T-6" 6e a minimum of so% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 3'-0" 4.0" 5'6" 6'6" 9'-0" T-0" 4'-6" 5'-6" T-6" V-o" ofjo►st depth nails when possible. flange with face mount hangers). 5y S\\ 2Y2"screws, Depth Minimum Web Nailing Requirements 560 T-6" 5•-0" V-0" 7'-6. 10'-0" 4'-0" s'-s" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treatedled er 1I�1o�st aP' typical TJI®Joist Series (in.) Stiffener Size Type Number Nails 110 1'-o^ 1'-0" 1'6" 2'-s^ a'-0^ a'-s" s'-s" V-0" 1'6" r-s" 4'-0" 7'•0" T-0" 9'-6- ledger 1 t� End Intermediate 210 r-o" r-0„ 2'-0" T-0• a'-s" 5'-0• 9'-0" r-0• 2'-0" 3'-0" 4'-6" 8'-0" 8'-0• 10'-0" See fastener 1 „ V 110 All %a"x 2Y/s"") 11%" 230 1'-0" 2'-0" 2'-6" T-6• 5'-0" 5'-6" 10•-0" V-0" 2'6" 3'•6" 5'-0" 8•-6" T-0• 10'-6" 1/e TJ®Rim Board or 1Ya" 360 2'-0" T-0" 4'-0" 5'-6" T. T-6" 11'-0" r-o" 3'6" 5'-0" T-0" 9'6" 9'-6" 11'-0" table below.Maintain 210 All %a"x 25/6"ni 8d Top mount 2"distance(minimum)from TimberStrand® LSL. Option#2: 230&360 All 7/"x 2%s'i'> (0.113 x 2Y") 3 3 110 t=o' 1'-0" 1'-0" V-0" 2=0" 7=6" t4'-6^ 8'-6" V-0" V-0" a=0" z'-6" 15'o° �s-0" is o" 12'-(0" hanger edge of ledger to fastener. 2x_strapping installed at Y 16d 210 r-o^ r-0" r-o" r-0• r-6" T-0" 5'-6" 9'-6" r-0• r-o" 2'-0" T-6" s'-o" T-0" 10'-0" 13•-m" Backer block joist-span locations using two 2 560 All 2x4'2' 14" 230 r-o" r-o" r-0" 2'-0• 3'-6" 4'-0" 6'-0" 10'-6" r-0" r-0" 2'-6" 4'-0^ 6'-6" T6^ 11'-0" 13'-is" Face mount Allowable Load(lbs) (0.135"X 3/") 360 1'-0" 1'-0" T-0" T-6" 5'-6" V-0" 8•-6" 12'-6" V-0" T-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'40" han er both sides of web Y"screws per joist,typical 9 ®• Fastener IX"TimberStrand® 1y"TJ®Rim Board 18" 4 4 560 V-0' V-0" T_6" T_6" 5'-6" 6'-6" 9'-6" 13'-6" V-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6• 1640" with single TJI joist LSL rim board 16d Option#3: 560D 20 2x4izi 5 5 210 1'-0' 1'-0" 1'-0" 1'-0• V-0" 1'-0" 3'6• 6'-0" 10'-0" 1'-0• 1'-0" V-0" 1'6" 4'-6" 5'6" 10'-0' 1z•-16" 16'-0" Web stiffeners required if sides of Y"lag bolt 610 480 Direct) a lied ceilin 22"(3) (0.135"x 3Y") 6 11 230 1'-0" 1'-0" 1'-0• t'-o• 1-6" z'-o" a'-o• s'-s" 11'-o" 1'-0^ 1'-0" 1'-0" z'-s• 5'-0" s'-o" 1o'-s• t3'-(s" I • hanger do not lateral) support at With top mount hangers,backer block required only Y PP 9 1s~ H 1 g Y pp H2 for downward loads exceeding 250 lbs or for uplift H3 • Corrosion-resistant fasteners required for wet-service applications. 24"(3) 6 13 360 1'-0" 1'-0" V-0" 1'-0" 3'-0" 4'-0" T-6" 10'-0" 13'-6" 1'-0" V-0" T-0" V-0" 7'-6" 8'-6" 13'-0" 14•-I6• O least e"of TJI®joist top flange O g P O LA q PB1 When specified on the layout,one of W (1)PS1 or PS2 sheathing,face grain vertical 560 r-o^ r-o^ r-0^ r-o" 2'-6" 3'-s^ T-o^ tr-o" 15'-0" r-0• r-o" 36^ s-s^ s'-o• 10'-0^ 14'-6• 1s'-a^ conditions.For nailing requirements see pager n " O the bracing options above is required O 4" 5" s' 9001 Weyerhaeuser installation Guide for Floor and O g p q (2)Construction grade or better 7^ a^ 10" 12^ is^ 1r a^ 5^ s^ 7^ a^ 10" 12^ 15.• y 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 36o r-o" r-o" r-o^ r6" 3'-0^ s-o^ s'-o^ is-o^ r-0" r-s" a'-0" 6'-6" 9'-0" 14'-6^ ,s'-6" 1s'-6• `-; Roof Framing, TJ-9001. y q 19" - �+ 560 1'-0" 1'-0" t'-0" V-0" 2•-0" 6•-0" 10'-0" 16'-6" 1'-0" T-6 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 20'_0" BEAM DETAILS FASTENING of FLOOR PANELS 360 -0" t'-o" 1'-0" V-o" V-0" T-0" s'-o" 11•-0" 15'6" V-0• V-0" t'6" 4'-0" 7'-0" ,z6^ 16'6^ 19•-0" 21'-0" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20' 560 1'-o" 1'-o" 1'-0" 1--o- 1'-0• 1'-6" 5'-6" 12'-0" 16'-0" 1'-0' V-0" m W V TJI®(+)(z) Rim Board 1y" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. Nail Size 110,210, 360 and e"TJ®Ri 1Ya" TimberStrand®LSL Microllam® Parallam® 9Yz"or 9Yz"or 14"or 9Yz"or 14"or 18"or 14"or 18'•or • Leave Y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. L V m Z Q BEARING FOR DOOR BEAM TO BEAM BEARING AT Depth 1a' w Z and 230 560 Board TimberStrand®LSL or wider LVL PSL P 11/8" BEARING AT WALL 11/s" 11/s" 16" 11/s•' 16" 20" 16" 20" . Tables are based on uniform load tables in current design literature. Z OR WINDOW HEADER CONNECTION CONCRETE WALL g }. Z Z d 8d(0.113"x 2%"),8d(0.131"x 2Yz") 4" 3" 6" 4" S. 3" 3" Filler Block(t) 2x6+%" 2x8+3/" 2x6+)z" 2x8+y" 2x12+Yz" Two Two Two --I U Q J lu 1Ys"TJ®Rim Board or Strapper code if t0 late 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located - Z W P P P (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 � 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur In the joist. `I� Z 1Y"TimberStrand® LSL or Is not continuous over 15 Cantilever 2x6 2x10 2x6+%" 2x10+%" 2x6+Yz" 2x10+Yz" to 16d(0.162"x 3Yz") 6" 6" 8" 6" Not j�JyJ 7 )- IV blocking for lateral support header 3 5 a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams ^ tu OL Z Z (1)Stagger nails when using 4"on-center spacing and maintain 1/"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long pp Q _ Q W panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) .55E TimberStrand® LSL Headers and Beams 0 LU > ii W ® Q Strapper code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. 5 „ 3 „ a „ 7 „ --I -�Q P P (Detail F1 / or/ /a or/ / or 1"Net 2x6 2x8 2x12 j(v Q_I �, a (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/z'and staggered. sass-- m plate is not continuous or H2) 2 x diameter of the O } %Z Q over column (3)With 10d(0.148"x 1'/z")nails,spacing can be reduced to 3"on-center for light gauge steel straps. Top mount (4)Can be reduced to 4"on center if nail penetration into the narrow edge is no more than 13/8"(to avoid splitting). f11 If necessary,increase filler and back block height for face mount hangers and maintain Ye"gap at top ofjoist;see detail W Fillerad backer largest hole(minimum) Q (� block dimensions should accomodate required nailingwithout splitting 12 minimum for backer blocks and 2 "minimum for filler blocks). hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 13/8"(to avoid splitting). Y depth v s Q < (� Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Q Q Column Face mount wood from direct recommendations listed above. hanger contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor y L4 concrete and Roof Framing,TJ-9001. . O O L1 L2 L3 See current Weyerhaeuser ■Nailing rows must be offset at least y"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. •Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round P g cantilever and end bearings by blocking 9 Depth Hole Size panels,hangers,or direct attachment to �] Multiple-Member Connections for Top-Loaded Beams ® - a rim board or rim joist. 8" $" 11va"All%" 3 TJl joist framing does not 1 14"-16" 4%' Fastener Installation Requirements E1 See Illustration for allowed hole zone „ Piece #of Fastener require bridging or mid-span General Notes „gyp• Width Plies n) blocking . Allowed hole zone suitable for headers and beams with Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both uniform and/or concentrated loads anywhere along the member. .", ,c :,.„.„^ �,�- ~"•. �-z i2) sides,stagger fasteners on the second •" ,• f.°,' i 0'•. � 10d nails 3" 3 • Round holes only �-,f+�^ , t f. • r ✓ r.. BEARING AT 12" side so they fall halfway between • No holes In headers or beams in lank orientation. _.. �`',f"::,,.. /ti it i• �, , 2 12d-16d nails 3 Y4" 2i2) One side p r`R COLUMN fasteners on the first side. S�50-1crews 3%"or 3y" 2 24" H2 10d nails 3" 3(2) DO NOT bevel cut joist Al n 12" Both sides joint Other Trus Joist® Headers and Beams (2) beyond inside face of wall. Rim board Microllame LVL B -:�; ,}`� `• " "r• r" ;K 12d-16d nails 3Y4" 2 E2 between joists DO seat cuts 3 9 1.3E TimberStrand® and Parallam®PSL .,, •' :r 13/" 3%"or 3Yz' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth • x^< ' Screws 2 24" Load must be applied evenly across 5" One side entire beam width.Otherwise,use faceofsupportmember. 9 (minimum) largest hole minimum Verify column capacity 10d nails(" 3" 3c2, connections for side-loaded beams. DO NOT cut,motch or drill One side L5 and beam bearing12" AUGoles in headlers or beams `, r- �� 12d-16d nail 3Ya° 2'2' (per ply) d except as itndicated In �E I Y E� � r11.J 2 5 LL�� O length.See current 4 0 0 o illustrations and tables. Weyerhaeuserliterature. 5"or 6" Both sides . • 0 Screws 6 Via' 2 24" Multiple pieces can be nailed or bolted together to CS One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joists Beams Q Screws 5"or 6" 2 24" Both sides maximum width of 7" 1Y"TJ®Rim Board or 1Ya" Parallam®PSL Header or Beam Maximum Round Q L3 TimberStrand® LSL. allowed hole zone Depth Hole Size Q to1 O middle j3 span 43/" 1" Q in 3y" 2 6%" One side 5Yz' 1%" Q FI- _( � Yz"bolts 8" 2 24" (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTm. d 1.3E TimberStrand®LSL allowed hole zone d7Y4'- 2 0 COLUMN DETAILS 61 L1lkfL 2o" 2" (2)An additional row of nails is required with depths of 14"or greater. H1 Sae illustration for Allowed Hole Zone Q (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes Q IL. (� m 82 . Allowed hole zone suitable for headers and beams with uniform loads only. Q BEAM ON . Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) ell'.. B3 • No holes in cantilevers. Qlu TJI®Joist to Bearing Plate Squash Blocks to TJI®JoistOt 13 m • No holes in headers or beams in plank orientation. O 1 „ Load bearing wall above -� 1/a TJ®Rim Board or � g � 1%"TimberStrand® LSL. Joist may be shifted up to 3"if Use B1 or B2 at z 64 g WARNING I° W Z , One 10d(0.128"x 3") floor ane)edge is supported P i 1 ' nail into each flan e p g PP O intermediate bearings One l e (0.113"x rive g and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally O nail each side.Drive Do not cut joist flanges. BracingIncludes: Iy to nails at an angle at Plumbing Drop braced/shear wall 0 P1 • Blocking • Sheathing • Strut lines In LL_ least 1y"from end. End of joists from above • Hangers • Rim Board • Rim Joist O Qi IQ ja 3Yz"minimum of support centerlineat L2 Q Q Z COLUMN BASTE 13/4"minimum end bearing intermediate bearing Also see detail B2 O T Q O single-family applications 5Y"may be required = -"-'� - 11 Z for maximum H1 O � _ W Shear Transfer:Connections equivalent capacity o to floor panel nailing schedule • < -I Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building Q - y': �, 0 1YS"TJ®Rim Board, TJI®560 rim oist:Toe O until braced. that are lying flat. materials on unsheathed Additional joist is required if F- Z - 1Ya"TimberStrand® LSL or nail with 10d(0.128"x 3") O o INJURYMAY RESULT. joists. Stack only over N �/ floor panel edge is unsupported L4 TJI®110 rim joist: nails,one each side of or ifs an ratingis exceeded. 4' ,. WARNING NOTES: beams or walls. I-- P2 One 0.131"x3" nail TJI®'oistflan a TJl®560 p . . O LA Exterior Deck DONOTusesawn O ( ) 1 g Lack of proper bracing during construction can result in serious p I> into each flange floorjoist ' ' :� • O Attachment lumber for rim 'b lam! • . accidents.Observe the following guidelines: V Structural 9 TJI®210,230,and 360 rim ° O board or blocking, ® - INSTALLATION TIPS • •:�• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. ELEVATED joist: o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be J 111 One 16d 0.135"x 3 " nail •Subfloor adhesive will improve floor performance,but o after installation. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q Q COLUMN BASE 3 ( Yz ) P v P ry P ( s) � 1/"minimum bearing into each flange may not be required. o Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each LL m Top View Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a � •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' worker or one layer of unnailed sheathing. to BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. ®' O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI joist(with web stiffeners)is not a substitute concrete 1y"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 112"from true alignment. .:.,:. 1Ya"TJ®Rim Board or 1Ya" for squash blocks or blocking panels. approximately Fasten at each joist with TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: AUGUST 20 3 r'�`' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. F3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1%"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. A == 10