The URL can be used to link to this page

Home My WebLink About52251-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52251 Date: 09/10/2025 Permission is hereby granted to: Hyon C Lee 5348 Vegas Dr#1123 Las Vegas, NV 89108 To: construct a single-family dwelling as applied for per SCHD approval. Premises Located at: 2295 Aldrich Ln, Laurel, NY 11948 SCTM# 125.-2-1.14 Pursuant to application dated 07/29/2025 and approved by the Building Inspector. To expire on 09/10/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $873.00 CO-RESIDENTIAL $100.00 Total S973.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P_ O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 h :i lj �o, so l l l r)k tl l,a,y b kY u ti w�w o- Date Received APPLICATION IPERMIT 0 " For Office Use Only I PERMIT NO, Building Inspector, JUL 2 9 2025 I Applications and forms must be filled out in their entirety.Incomplete 'cations will not b e accepted. Where the licant is not the owner,an Town Department dlt applications APp PP P OW $bid$h0lC( Owner's Authorization form(Page 2)shall be completed. Town Of Date:0613012025 OWNER(S)OF PROPERTY: Name:Stephan Mundwiler scrM#i000- Project Address2295 Aldrich Lane, Laurel NY 11948 Phone 010 382 0011 Email:stephan@Im-arch.com Mailing Address: CONTACT PERSON: Name:Stephan Mundwiler Mailing Address:5348 Vegas Drive#1123, Las Vegas NV 89108 Phone 010 3820011 Email:stephan@lm-arch.com DESIGN PROFESSIONAL INFORMATION: Name: DiLandro Andrews Engineering, PLLC,Anthony Andrews Mailing Address:158 County Rd 39, Suite 10 Southhampton, NY 11968 Phone#:631-259-3959 Email:anthonya@dilandroandrews.com CONTRACTOR INFORMATION: Name:Owner built: Stephan Mundwiler FAIR, IeeMundwilerArchitects Mailing Address:2295 Aldrich Lane, Laurel NY 11948 Phone 010 382-0011 Email:stephan@Im-arch.com DESCRIPTION OF PROPOSED CONSTRUCTION *'New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 90'000 Will the lot be re-graded? ❑Yes RNo Will excessfill be removed from premises? ❑Yes �No 1 PROPERTY INFORMATION Existing use of property:vacand land Intended use of property:reSidential Sfr Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes*''No IF YES,PROVIDE A COPY. ®Chef"k Box Afteir Read!ng: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 ofthe Town Code. APPLICATION IS HEREBY MADE to the Buffing 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 Sedan 210A5 of the New York State Penal Law. St P an Mundwiler Application Submitted By(P nam ❑Authorized Agent 'Owner CONNIE D.BUNCH Signature of Applicant: Date:06/30/2025 Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14, 2�� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the, (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 t T { Notary Public (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 S.C.T.M.# DISTRICT 1000 SECTION 125 BLOCK 2 LOT 1.14 /R-24-0574 4 wwA em,a +„ .�...��.....��.�„�.., �alxEa�mrYWY,4e..4°ELrtMd9,d4PkProd SurrOLK COUNTY DePARTww Or HEALTH SERVICES r:tl lard{¢SL SDs4 Mhewe r.91r�.W.�on,AgawemeD+nw 1=M. vr s—ARYDEspx aY ne MIaIA PERMIT FOR APPROVAL OF CONSTRUCTION FOR A Rl—Dw.AUTonw SiAGI_F FAMILY RFSIDENCE ONLY naui E IAM aarAwEcaM A,AWA&FYWIM.02fF�r yG'(^.S.,, o.,NO R-24-0574 EDITED. Y k,¢MFWnt'u ana CAAVUt 45o mWVdM(II R .14 PROR 66(R Ab M W IC G R W A f RdP k0un P CI ErMAo_rv'cMA rAA14 Intl VYH9yMYi N'Tg^NYeYIew Mir +r wayw�ARw rx EXPIRES T 'rE �ww aWS.OOV W� 4 wR3{AIp"dlxOVtM:M' THREE YEAR 6ROft9 DATE OF APPROVAL x r. FOP�... SHOWN OAl.,fryu"�'R;lral9a BUST��ll� taw ....,,m.. FINAL SURVEY W "w P�I iAi pR 1 MJ�r:i W✓�A^iY hi YP u mkY uw^;x xuw Unaa wrd n',RTMW Ma +l'.AA�YM AfrAR � \\ LAND NIFOF OEBORAH ROSC1:TI WELL PROFlLE(POTABLE) N 1 wAa.-. lF�A N]6"i 9'OU"E {� ) do w Y y�3 I 150 yy LOT WYNj MGgY1tCWtv9N'b v"Q '� rAYdBM prv.k'w 1 MMiI& VACANT 4P .hm 1 ASAPPF DBY IDA 7� \^ AM \ ry n b J o h ELEG I P K METER �, I rw w ,• fiAl&44Vw©RA WAY PPE aTr 41 uwA AfN. LOT2 ,Rx � I R .I �u I I DWELLING 40 0 2j GRADE JB$ . Eq..&O�Akh . � ..�,AD GRADE 43's�a{ ROAD INvml EL33.0 PI 114 4"SDR 35 MFM' A AuA ao¢o pNll0cx0P]areoaS lw rAlmA¢OmOFn PITCHTCH 1/4'/FT PITC H 1/A'/FT MIN 9'bl aT'w9Y'YA%aWpD �RrPO5F0 sFP11csTlExvoPlaLRoag25 '��.: 4E�`A'I ENO q� `41wYtlf OflaPuaJ; © WIINpWSAk G'.IAti,WO'.4'ti'ium;N pp I IubaGVOaI•Bmft➢ EL 290....... EL270 IIEm was A—Is ww.w PgWD^$' .DRDAAINKJ WAT 0.•N.. am5 +,E, D�x4llWlWIAAAu Ltux 1'litl VkiwlalryM Vd+Ew SANITARY INVERTS wlEa �� canMnsrrrA,�uwloc.�A,,4w+Aew�ref. . 2S+ALLWFPD.LfD IOTE St96 91 14AI wEfPO4IR an51R>�E DAFll14ArofAvftl lD lrE Sati ex,AErvIeLMDa MRY.6E m��. OEA]' �v1oE➢iD.vHO Mpxrs50 AW Lw.O xLL M.wl(IwNO>�E DInS »+wn. t AV 6RaNffllEP 9VLL EE MiNlFO awEi TrExtffSS WVFAOit1E.FIA LMf qI TrE pRIEiGR Y' 'k 1-.tl a��Fo'R,Y�°kn• N... w GRurtEIS CLEANOUT DETAIL ... .: __-_. awatw CA•w :;. AwROSEANo 1. ✓.........�..« Im.ww+'euwnm am ws T71Ce fl wItw oxA 1 u� T ,�ytnwy;�11. V Ul l FUJI MAC8fI. M "�$.C""CSnaCR'FWE.P,p „Y LEACHING POOL ar rwi+iw 4,x NS ArvXfwn'ftC'.NIMF v4 plei,. 9 S cArFAwup504 wCIF A'CkmXMNUPA4:L 9 T m l?l. 03 W'cdwmry d..b4 T a5w tNt` " voinoKSFx ". ..x 10 � .w0 m,OPLcsTw P pGM S1AA�nrAu '$4dMrovIMAWMA IxApAI Mw,r cowvacTm SANp an s uwmxb AAUADc4,CaC WwHwry YPMRbW TU9 vEAOw.vEL LEvsuuc vw N"""" "� A4n0{AC°CkNWnrS AtAluiAu wNkml um =,—vwxoP ox rN.—DE— �uwoLm�a�mlro�ww.o Cre'4rrAlcAew'1 tmEimp4A' '� raa�iR%>rca+v'+e6gy»<Por"'wraeBAAL . •ounr:TPPE wcDm�n Canrmm�e w ' A �A TarmA 4ndRAd a'�a� �w*er s '�P¢' ACATICR45� 1,nu .. oil E . w ryx'wM "lu"0,PP k PE, sM 's rw4uk'.r—aWAAv Boma A4w0dreM sM r.lww. o q44 P'PAP — v .rwTmw u'Ar� ,wn Ioz Tan& T`RI wy " wR:�WwulRmd+x pP4 Yk WnwAwJ'iMT` arw^NW,rwfAMA P _. r^,RAPE: sv w FLOW OPEN NO(rvPl W'tlFAmN'W dkAMNp'tII 6 c4CLN CN'4'/A d'GWI'r MNWM� b,,yod tl4 NCB EMIGwmN "eft D1511FE ON YA�uiCN,'4Y t'tAAd A VccFbSC R -AOVEs YAax^V. I—NDER(OvnoRAL1 b.YMWa E 5 mPl mTl ' GROSS FLOOR AREA THE WATER SUPPLY„'bETJ$�0A"A1WT.L,R'ANW [. ^ 7100 S.F.+ (0.025xl6640)=7516 S.F.MAX LOCATIONS SNOWY AAIF'�FJNJM'A3CAA 4 1TR1N ' AND DR DATA OBTAINED FROM 07HOM ZONED R-80 NAVD88 AREA:96.6:40,39 SO.FT.or 2.22 ACRES DtvAnw DATw: MWMAr P Al'A6MAAW p!MMT.ri."Ttl TM4' Y eB A YbM INAI OF SM94W n W or AM1'.'AYW axwlr%P"A�'IE ADytrf WPM 4'MW' 3'EY» '.Sn1ET d6AP ApDT'JCV iNW'LAWWi:CANKT17Tx fligp4YCA�G A'.,WNLL B6' N9 BE dWAMOVOML YNCIO N9VA°CYY°'A 1?�ANdAN'1P.£8'Vt`.6KC1A JYN.q'1A'Y 9'Wld.RW! �... WIAN(0'AME'AaYyty4 FpP NPArAI TAi'ACRFNdY'K MmAAYTl AAW di3ld'+cWd"%V D16 N'PCA'4OWNT: TAL A'f�'+'CT JWN JIrMD AfWW;fa'AWN eIPsTED v AVE To iA[ Kw DW' AEala'Arpp4 A'iANAN'!ffiS°Amr MqT e GxC pt 5X' MM Epd JT{1wI ANp #fM MNNE'S AFA wFE.f'AeC�A Far A 1C1F4rA"5�ffi ANO aMCrA!iE' ,w, MxAT 7D AKNAa1g7YK NeC Yr wDs tW 59 cuml'YWK eRiEaAGv or &AWN94L a'wWettPAik%'GM1.VN WakGN'AM'MWl iA9A' 6AStiaWPFb'. ,4W(',AOtf a.65 WAX"W'OAIM ftVM0 M UNIOD011IMP AMC NWT'4MAMATIEM pFTW MrI24MLM CW AINTRW DM." At MIT tlWA"OF WAMi1F1' AIRIEY-LOT 1 m .tl �"w CFRTIFlED T0:STEPHAN MUNDWILF7i• Nm R ,. "'R CARA_LEE MUNDWILER: F,U SEPT..330D 19S5WNo.7975 dµ 9TIIATED AT:LAUREL TUYiN OR SOUTHOLD PLLC SUFFOLK COUNTY,NEW YORK i AA,,Au n opal lo Gp SECTION A-A VIEW REVISED D6-IB-25 P.O,D-IIW Aq%AboAU4,M-Turk 1LP31 REVISED Ofi-20-24 R�!223-66 scAAE:1'=40' DATE:MAY 3,2023 PHOM f°aL)we-a°°° is f°ai{�-L� REVISED 04-03-24 N XA " , qa Albert J. Krupski, Jr. 'suffQ/r 1F01K1\\1[WA\' 1E1K SUPERVISOR IWA NA\G 1EM1EN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMW ATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - — — - — — — - — — — - - - - - — - - - - - — - - - — - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: ¢ r_`*�_> I1~ . _ Date: Contact Information: Cz (E-Mail&Telephone Number) 2 Property Address / Location of Construction Site: D S.C.T.M. #: 1000 District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT -- - - - - - - — — — — — — - - - - - - - - - - - - — — - - - - - - - - ❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Acre& Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building PerInil, �� Reviewed By: �� Date: FORM # SMCP-TOS December 2024 Generated by REScheck-Web Software Compliance Certificate Project ALDRICH RESIDED:: Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Orientation: Bldg. faces 77 deg. from North Conditioned Floor Area: 950 ft2 Glazing Area 38% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number. All Electric true Is Renewable false Has Charger true Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: 2295 Aldrich Stephan Mundwiler Stephan Mundwiler Laurel,NY 11948 2295 Aldrich IeeMundwiler Architects Laurel,NY 11948 26 Arcadia Terrace 310 382 0011 Santa Monica,CA 90401 stephanmundi@yahoo.com 310 382 0011 stephanmundi@yahoo.com Compliance: 35.5%Better Than Code Maximum UA: 341 Your UA: 220 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SUab•on-girade tradeoffs are no Monger considered in the LA or performance compliance path in REScheclk. Each slab-on-grade assernNy in the specified climate zone must meet the minimum energy code insulation R-vallue and depth requirements. Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter Ceiling:Cathedral Ceiling 1,000 38.0 60.0 0.010 0.026 10 26 Wall Right:Wood Frame,16" o.c. 693 19.0 0.0 0.060 0.060 16 16 Orientation: Right side Window right:Wood Frame SHGC:0.30 431 0.180 0.320 78 138 Orientation: Right side Wall left:Wood Frame,16"o.c. 487 19.0 0.0 0.060 0.060 22 22 Orientation:Left side Project Title:ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Perimeter Window:Wood Frame SHGC:0.30 117 0.180 0.320 21 37 Orientation:Left side Waii back:Wood Erarm,:a 430 19.0 0.0 0.060 0.060 18 T� Orientation:Back Window 1:Wood Frame SHGC:0.30 138 0.180 0.320 25 44 :�.entation:Back Wall front:Wood Frame,16" o.c. 366 19.0 0.0 0.060 0.060 18 18 Orientation: Front Window 2:Wood Frame SHGC:0.30 68 0.180 0.320 12 22 Orientation:Front Floor:Slab-On-Grade(Heated) Insulation depth:3.0' 128 60.0 0.740 0.645 0 0 insulation position:Vertical Insulation Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC =.U% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified �# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .I D 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate '❑Does Not [PR111 !energy code compliance for the building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1. Construction drawings and -� - ❑Complies 103.2. documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. []Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr_ BtuJhr ❑Does Not (PR2]2 on loads calculated per ACCA Cooling. Cooling: ;❑Not Observable Manual J or other methods Btulhr� Btulhr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Nmpact.(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact frier 3) Project Title: ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.2 Slab edge insulation R-value. R- R- (❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated T❑Does Not table for values. ❑ Heated j❑' Heated ❑Not Observable i ❑Not Applicable 402.1.2 Slab edge insulation ft _ _ft ❑Complies ,See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not table for values. a+� ❑Not Observable ! ❑Not Applicable 30 exposed post covering oseri exterior Does Not installed ... rv. .... _Requirement will be met. 1]z a,Ar, insulation and extends a minimum of 6 in.below grade. ❑Not Observable ❑'Not Applicable I403.9 Snow-and ice-melting system []Complies [FO12]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Nl'edium Impact(11seer 2) 3 I ow Impact(Tier 3) Project Title: ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 4 of10 Section Plans Verified Field Verified .# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions S, Re .ID g g U- ❑Complies See the Envelope Assemblies 402.1,1, Glazing U-factor(area-wei hted U- 4023.1, average). ®Does Not table for values. 402.3.3, []Not Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not lei with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR2311 installed per manufacturers []Does Not instructions. []Not Observable ❑Not Applicable 402A.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR2011 is listed and labeled as meeting []Does Not � �AAMA/WDMA/CSA101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures '❑omplies Requirement will be met. [FRI612 sealed at housing/interior finish []Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable i ❑Not Applicable 403.3.1 'Supply and return ducts in attics ❑Complies [FR12]1 :insulated>=R-8 where duct is ❑Does Not >=3 inches in diameter and>_ R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated>= R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. �................. ......... 403.3.2 Ducts,air handlers and filter Comp lies [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with International Mechanical Code or []Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ❑Not Applicable 403.3.6(1, Ducts partially or completely ❑Complies 2) buried in ceiling insulation have []Does Not [FR26]3 an insulation R-value not less than R-8,the sum of the ceiling [:]Not Observable insulation R-value against and ❑Not Applicable above the top of the duct,and against and below the bottom of the duct,is>=than R-19, excluding the R-value of the duct insulation. 11 High Impact(Tier 1) 2 Medium I tpact(Tier 2) 3 Low Impact(Tier 3) Project Title: ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 5 of10 Section Plans Verified Field Verified # LD Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req• 403.3.7 Ducts declared to be within the - ❑Complies [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building ❑Not Observable thermal envelope,2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handier is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling 'insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value,less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R R- ❑Complies [FR17]2 above 105 9F or chilled fluids ❑Does Not below 55 9F are insulated to?R- 3 []Not Observable UNot Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 'piping. []Does Not UNot Observable i []Not Applicable 403.5.3 Hot water pipes are insulated to R- R- I❑Complies [FR18]2 >_11-3. ;❑Does Not []Not Observable ❑Not Applicable 403A Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier]) 2 Medium Impact(Tier 2) 13 JLow Impact(Tier 3) Project Title:ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 6 of10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions 303.1 All installed insulation is labeled ❑Complies :Requirement will be met. [IN1312 or the installed R-values []Does Not provided. ❑Not Observable II ❑Not Applicable _.. ....... .m m.. u _ .. ..__. _. _. .. ...... 402.1A, %Wall insulation R-value.If this is a R R ❑Complies ;See the Envelope Assemblies 402 .'5, mass wall with at least 1/2of the ❑ Wood ❑ Wood ❑Dods Not ;table for values. .2 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel i❑ Steel ;❑Not Applicable 303.2 (Wall insulation is installed per ❑Complies !Requirement will be meta [IN4]1 manufacturer's instructions. []Does Not []Not Observable []Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 iMedium Impact(Tier 2) 3 ,Low Impact Project Title: ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .I D 402.1.1„ Ceiling insulation R-value. R R- ,❑Cpmpllss ;See the Envelope Assemblies 402.2.1, i❑ Wood ❑ Wood !❑Does Not table for values. 402,2.1, ❑ Steel ❑ Steel TINot Observable [ NFI111 6' ❑ ot Applicable FIl] 303.1.1.1.(Ceiling insulation installed per ❑Complies `Requirement will be met. 303.2 manufacturers instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. []Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- � R- ,❑Complies [F13]1 insulation>_R-value of the ❑Does Not adjacent assembly. !❑Not Observable ❑NotApplicable ' 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= 11Cpmplies Requirement will be met. [FI17]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 UComplies [FI27]1 j determine air leakage with ft2 ft2 E❑Does Not either:Rough-in test:Total leakage measured with a :.❑Not Observable pressure differential of 0.1 inch :❑Not Applicable �w.g.across the system including ;the manufacturer's air handier 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 manufacturers air handler enclosure. 403.3.4 Duct tightness test result of< 4 _cfm/100 _cfm/100 10complies, [F14]1 cfm/100 ft2 across the system or -' ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air 'handler @ 25 Pa.For rough-in ❑Not Observable tests,verification may need to ,❑Not Applicable i occur during Framing Inspection. __......._ 403.3.2.1 ;Air handier leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of []Does Not ,design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable j 403.1.2 Heat pump thermostat installed ❑C'crmplies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable []Not Applicable ......._.._.._ _._..... __._. .... ............. 403.5J Circulating service hot water '❑Complies [Flll]z systems have automatic or ❑S3oes Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 1 High Impact(Tier 1) 2 Medium I 11 mpact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re�ID 303.3 Manufacturer manuals for ❑Complies )F11813 mechanical and water heating UDoes Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHigh impact(Tier 1) 11 2 Medium Impact,(Tier2) 3 Loyr Impact(Tier 3) Project Title: ALDRICH RESIDENCE Report date: 05/30/25 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 60.00 Ceiling/Roof 98.00 Ductwork(unconditioned spaces): Window 0.18 0.30 Door Heating System:. Cooling System• Water Heater: Name• Date: Comments rn W M v w E ZONING (CHAPTER 280 ZONING) ¢ p SECTION TAG MEMO U 3 DETAIL NUMBERPR"� OPO�e�"['lt� D SINGLE R-80 Low-Density District (two-acre minimum) J 1 A-3.1 �—SHEET NUMBER MILY RES 0 INDICATES CUT DIRECTION Z (� O- — — GRID LINE Minimum requirements for 1-family detached dwellings -(�— CP DATUM LINE EXTERIOR ELEVATION TAG ACT RESIDENCE w �' r� I ■ z INDICATES ELEVATION DIRECTION UAL DIMENSIONS FOR PROPOSED RE D ✓ O� 1 DETAIL NUMBER '` SI DOOR TAG A 4.0 —SHEET NUMBER ( WO — 101A DOOR NUMBER REFER TO g �+ %' ''a„ r,; Lot size (square feet): 80 000 z L DOOR SCHEDULE SHEETA-101 s''f '�""» r W B� INTERIOR ELEVATION TAG r 1 Z INDICATES ELEVATION DIRECTION LOT SIZE: 96,640 SF = 2.22 ACRES WINDOW TAG C 2 A DETAIL NUMBER Lot width (feet): 175 WINDOW NUMBER REFER TO A-6.6 SHEET NUMBER LOT WIDTH: 175 FT Q a� WINDOW SCHEDULE SHEETA-154 UNUSED ELEVATION(NO ELEV.DIRECTION) WALL TYPE TAG DETAIL TAG Lot depth (feet): 250 q E A WALL TYPE ABBREVIATION AS INDICATED 1 DETAIL NUMBER D R U) CD p ON SHEETS A-#THRU A-##&AS PER A 8.4 SHEET NUMBER LOT DEPTH: 566 FT � � v DETAILS ON SHEETA-## DIMENSION a ' Front yard (feet): 60 Z ■■® -� GYP 1 FINISH TAG TO FACE U.N.O 21UTILISED FRONT YARD: 150 FT (AS APPROVED BY ZBA) FINISH ABBREVIATION AS PER INTERIOR V V PT 3 FINISH LEGEND ON SHEETA-5.2 DIMENSION TO Side yard(feet): 20 CENTERLINE U.N.O COORDINATORS ROOM TAG i UTILISED SIDE YARD: 20 FT OFFICE � ROOM NAME =�—ROOM NUMBER ALIGN Rear yard(feet): 75 `< W x UTILISED REAR YARD: 75 FT &....••..••••.•.•.- AND Livable floor area/dwelling unit(square feet): 800 ; N cif @................. AT GA................ GAUGE S...................SOUTH '> Z GALV........... GALVANIZED S.0............... SOLID CARE PROPOSED LIVABLE FLOOR AREA 994 SF Z -� QJ................ DIAMETER GL................ GLASS SCHED........ SCHEDULE #.................. NUMBER GLAZ........... GLAZ(ED)(ING) S.C.W.......... SOLID CORE WOOD cn ¢ ^^,, CL.................CENTER LINE a �' #«. O W PL..................PROPERTY LINE GLB............. GLUELAM BEAM SECT(S)...... SECTION(S) GR............... GRADE S.F.............. SQUARE FOOT OR FEET - " GRND.......... GROUND SHT............ SHEET ' LL Maximum permitted dimensions for 1-family detached dwellings UCn AC. ACCESSORY GWB............ GYPSUM WALLBOARD SIM............. SIMILAR tf AIC.............. AIR CONDITIONING ACTUAL DIMENSIONS " — A/E... ...... ACOUSTICAL GYP............. GYPSUM SPEC(S)..... SPECIFICATION(S) _. RI . �� S FOR PROPOSED RESIDENCE A.C.T........... ACOUSTIC GEEING TILE GYP.BD...... GYPSUM BOARD SQ.............. SQUARE I, - t ;* M1 g•_ EN A.D.............. AREA DRAIN S.S............. STAINLESS STEEL # ko% !. OS E E O C- H B HOSE BIBB STD............ STANDARD e ( i y *, _ A.D.A........... AMERICANS W/DISABILITIES ACT """"""" • �� + I F H.0.............. HANDICAP(PED) STL............ STEEL " _!r :.. - !d� ADJ.............. ADJUSTABLE HDR............ HEADER STN.STL... STAINLESS STEEL " .w ! m3 ' • �" st ;' r, *, + +� '' m gross - 7,516 F (Up to 200,000 SF of lot area. 7,100 SF plus 2.5% C� f A.F.F............ ABOVE FINISH FLOOR t " f the lot HDWD......... HARDWOOD STOR......... STORAGE ' A.F.S.......... ABOVE FINISH SURFACE x �p j 9 HDWR......... HARDWARE STRUCT.... STRUCTURE)(AL) +► � "'� *` �A 3t,' ' '/'� '� ° ,�`:�=`' ': ' , �. �',p ^s' ,� 'x�M �� of o area in excess of 80,000 SF up to a total of 10,100 SF maximum : 96,640 - 80,000 ALT............. ALTERNATE ®'yt �} /1 .+` f i 0 H. RIZ....... HOLLOW METAL SURF.......... SURFACE t t 1 ' # °`' 16,640 x 0.025- 416+ 7,100 7,516 SF ¢ N ALUM...........ALUMINUM i .. f ,y - a HORIZ....... HORIZONTAL SUSP.......... SUSPENDED ♦ .,'x AN OD......... ANODIZED) HR.............. HOUR SYM............ SYMMETRICAL IA 0 ! ' " K '•- If kk APPROX...... APPROXIMATE(LY) t a f•,:. :.,,. -• ,> f 3: b- , . ARCH...........ARCHITECTURAL) HT............... HEIGHT SYST.......... SYSTEM + ,tl " sue! {yI � � ,,, ry.% '• "., 3 PROPOSED FLOOR AREA 994 SF = M HVAC.......... HEATING,VENTILATION,A/C �!' ASPH........... ASPHALT tIT� T................. TREAD 0 LD............... INSIDE DIAMETER T.B.D.......... TO BE DETERMINED ✓ « ' it * "� + 9 Maximum permitted lot coverage:(20 / of lot area)= 19 328 SF BD............... BOARD ILLUM......... ILLLUMINATED TC............. TOP OF CURB / # ! s 1r° e p Q Max , BITUM..........BITUMINOUS ��jl►�« , � � � ��,�� :' � ._e " M: „'F: � Y >�` �'��• �� ` , ,x� �}� �" PROPOSED LOT COVERAGE 1 0 SF IN................ INCH TEL............ TELEPHONE 1 i .» 4 i v r `.t: . t 151 O i•. BLDG........... BUILDING + .�,� M INFO........... INFORMATION TEMP........ TEMPERED • ��. * +� �! ?�`;''. -,.: � � � J, ,.�, , 's :e M� ,w"'� °"' �r�> '.~� .','''.a;�'' ;iry� + � ~ �'J BLK.............. BLOCK "►{» +� » � r -- 'gyp =r � c.: , , .,. .. BUILDING 945 SF PATIO 295 SF+ DECK 300 SF 30 SF 1 510 SF INSUL......... INSULATION THK.......... THICK(NESS) ♦ �g ( 4 ' ��' aa ' f� �' " BLKG........... BLOCKING �> # '; .3+1} p INT.............. INTERIOR THRU....... THROUGH �e « rAi " I $ 'lo zt�0 .'F1:? wy "^�a?.'., s'a"' .,,.s W BM............... BEAM SYMBOL T.O.C........ TOP OF CURB Itg I # ',+ a, s�tk"Zj t :. M r F ��f' r k° g'May .., k r.pw. r�`r• `,{,.ter .-. Building height feet :35 to peak of sloping roofs Z ISA............. INTERNATIONAL S OL !� t '! 7 1 g g ( ) F' p g BOT BOTTOM 7 LL".. A -+ ; t ° e > S p. ♦ 4, � •r,v1b 1 11 In BSMT.......... BASEMENT OF ACCESSIBILITY T.O.P........ TOP OF PAVEMENT � i + � � = , } ", . ,�r�,��,,, � >-> w^ .-` a� � ,. � l�� , y y � ,:.,� TO.W....... TOP OF WALL ` R� 4 , . �., -� k � � _° PROPOSED BUILDING HEIGHT 271. 6 FT d 1 :a^ aq «a C BTWN.......... BETWEEN JAN............ JANITOR TP............ TOP OF PAVEMENT ! ��' s " - •, y� "$e. '',, b " v '� rd, o �,: I' y �U'', �..._,�.� �.�-. � ....,�•.�' _... _�.......a�'" , # i � gym; f ° � s j ° W JT............... JOINT T.S........... TUBE STEEL w'�j x e ;tA .c , {�a r c ;. - Maximum number of store .2 ca CAB............. CABINET w k i tt TV........... TELEVISION ,• �`'.ybr;"'$ � - ` � es C.B. CATCH BASIN " KIT KITCHEN T.W. TOP OF WALL �' _: t� ;, s r%*• �' GEM............. CEMENT • t� a t, w� I- TYP......... TYPICAL + =�'' Y '�. PROPOSED STORIES 1 STORY C.H............ CEILING HEIGHT rf7 w ► r � LAM............LAMINATE r, L C.I................ CAST IRON LAN.............LAVATORY U.L.......... UNDERWRITERS LABORATORIESa. ,� ,' _ _ CLG............. CEILING a' = iA a t 1 'ti.c v - t o r ff - F- LB(S).......... POUNID(S) UNF......... UNFINISHED w. � a ji' *v_, `I: Q! . a.,.;.. ,* ,.,; , CLKG........... CAULKING } t - " Y�. , �.• M 'Sy FY^ r,.,•,.,-r. .. "" +'C '",.w"""w•✓�'W.n... �.T s:. 9,'4' u y,k;,w' LKR............LOCKER U.N.O...... UNLESS NOTED OTHERWISE i - - CEO............. CLOSET wt> •�'±` l •�`. �.. '",w�'r `o°w, ,�' � „�} '� '� ``� ..,------• W LOB LOBBY UR.......... URINAL '.v. .ti..' Sr' � T .. �,� W. CLR..............CLEAR �y. . _ Ya f, # , w;= �;1_ r Q LOC............LOCATION U/S......... UNDERSIDE ".cy, c.. C.M.A........... CARBON MONOXIDE ALARM LT .....LIGHT � � f1, �' `'��"ti,.., � ^" `•;: >, �.�, C.M.U...........CONCRETE MASONRY UNIT ° � - " . `$ ,st '. �>,,r; O COL.. COLUMN V.C.T....... VINYL COMPOSITION TILE y r"s., ;° Z MANUF....... MANUFACTURER VERT...... VERTICAL �� di A ,; t? - COMM..........COMMUNICATIONS ` � .' MATE-......... MATERIAL VEST...... VESTIBULE z ¢ .. CONC.......... CONCRETE ., v,, - ��. >MAX........... MAXIMUM V.I F........ VERIFY IN FIELD ®.6a" � � �� §� et, r: r COND.......... CONDITION `>: �5 W CONIC. M.D.F..........MEDIUM DENSITY FIBERB. w., . LO 7 ....... CONNECTION ;• mvwr ..+s . .. " - -^" O L . MECH.........MECHANICAL W........... WEST --••- ___,, ,, "' CONST........ CONSTRUCTION _ - CONT MEMB........ MEMBRANE Wl.......... WITH t H ......... CONTINUOUS Q MFR......... MANUFACTURER W.C........ WATER CLOSET .. , e..# � ,, . . CORR.......... CORRIDOR . w a C.T.............. CERAMIC TILE M.H............ MANHOLE WD........ WOOD . ., O CTR............. CENTER MIN............ MINIMUM W.H........ WATER HEATER CUST........... CUSTODIAN MISC.......... MISCELLANEOUS W'I'C...... WOODWORK LIFOR INSTITUTE OF ZONING INFORMATION 01 LLJ z U DBL.............. DOUBLE MR............. MOISTURE RESISTANT WIN........ WINDOW DEPT.......... DEPARTMENT MTD.......... MOUNTED W/O........ WITHOUT ME M w M - D.F.............. DRINKING FOUNTAIN MTL........... METAL P.......... A E P N D.G...............DECOMPOSED GRANITE MUL........... MULLION WR......... WATER RESISTANT : .. ..,,. ,.. ...., ...,.,,.., ..- ,..,- . .., O PROJECT NAME: uJ WSCT.... WAINSCOT ; ARCHITECTURAL o DIA............... DIAMETER N...................NORTH WT.......... WEIGHT as DIM(S)..........DIMENSION(S) N/A............... NOT APPLICABLE ALDRICH RESIDENCE _ - DISP............. DISPENSER ' N/C............... NON-COMBUSTIBLE u DIV(S).......... DIVISION(S) N.I.0............. NOT IN CONTRACT D� >- n DN................DOWN �q �� 0- NOM............ NUMBER ADDRESS. Q LL DR................DOOROPENING NON............ NOMINAL Vineyards Inn ,,.'° T 100 TITLE SHEET & SHEET INDEX Z DR................DOOR N.T.S........... NOT TO SCALE 2295 ALDRICH LANE LAUREL NEW YORK 11948 - W W U- DS................ DRAWER Bailie DS................ DOWNSPOUT Beach Park T 103 SURVEY MAP 0 �.. OBS........... OBSCURE W D.S.A............DIVISION OF THE STATE ARCHITECT C� DWG(S)....... DRAWING(S) a O Z O.0.............. ON CENTER 0 OCCUP........ OCCUPANCY y � s O.D............. OUTSIDE DIAMETER ; O.F.C.I......... OWNER FURNISHED, CARAEEE-MUNDWILER STEPHAN MUNDWILER f E...................EAST CONTRACTOR INSTALLED A 1OO SITE PLANAO k tY (E)................ EXISTING OFF............. OFFICE ° EA................ EACH ', LEGAL DESCRIPTION A 101 1ST FLOOR PLAN W W J 0 O.F.O.L....... OWNER FURNISHED,OWNER W E.J................EXPANSION JOINT a r* ' EL............... ELEVATION INSTALLED Ere A 102 ROOF PLAN z W 0 ELEC............ELECTRICAL OPNG......... OPENING ° � LOT 1 ELEV............ ELEVATION OR ELEVATOR OPP............ OPPOSITE !• Su{fotxAve MewSuffolk. Vry EMER...........EMERGENCY OPP.HD..... OPPOSITE HAND I,.°„F'ieI Mattffuck New A 1 O3 ELECTRICAL LAYOUT ENCL........... ENCLOSURE OVRHD...... OVERHEAD teach' ; , .^ LAND OF RICHARD CROW w U 0 ENG............. ENGINEER RCNv" ve PA............... PLANTING AREA :sound' O E.P............... ELECTRICAL PANEL ^--• " 9 FILED ON SEPTEMBER 30 1985 NO.7975 A201 BUILDING SECTIONS - Q 0 = PARR.......... PARALLEL �, f p EQ................ EQUAL ,�„e.,«,.,�- i+ e,.,,.,,' EQUIP.......... EQUIPMENT PC.............. POURED CONCRETE y �� Veterans/;,��o "" OES................ EXPANSION SCREED PERP......... PERP=NDICULAR ' SITUATED A LAUREL a- Q J f— ETC EXP.T........... EXPANSION LU PL..M...... PLATE HARDWARE <, f��i 4��°_ TOWN OF SOUTHOLD A301 ELEVATIONS Q P.LAM....... PLASTIC LAMINATE / p W r EXT.............. EXTERIOR PLAS........ PLASTER Laur °` COUNTY OF SUFFOLK, NEW YORK o LJ.I W = 0 PLY............. PLYWOOD Northville v PLYWD...... PLYWOOD 3�und°Aae" s., w - c q F- F.A............... FIRE ALARM J A 401 WINDOW AND DOOR SCHEDULES o J Q U C!)F.D............... FLOOR DRAIN OR FIRE DEPT PR............. PAIR r t IP,;,, - ,�•' .t ,, F-- FDN............. FOUNDATION PR NC PREFAB' PREFABRICATED PRINCIPAL N itivialtGolf Chats �- Z �� F.E............... FIRE EXTINGUISHER 3d BUILDING SUMMARY: W F.E.0............ FIRE EXTINGUISHER IN CABINET PROJ........ PROJECTION 0 -j W PT............ PAINT m Qec Q s F.F............... NISH SECA JURISDICTION: SOUTHOLD TOWNSHIP SUFFOLK COUNTY STRUCTURAL PTD.......... PAINTED j O LOOR F.H.C............ FIRE HOSE CABINET �'' � f f •• ,: •' � Z FIN............... FINISH Q.T......... QUARRY TILE `e NEW YORK STATE a O z FL.................FLOOR FLU.............. FLOOR Jamesport ZONING: R 80 SINGLE FAMILY DETACHED DWELLING S-000 GENERAL STRUCTURAL NOTES W U FLUOR........FLUORESCENT RAD......... RISER RADIUS ". w_.. „ gwa F.O............... FACE OF RAD......... RADIUS r• e�sN co F.O.0........... FACE OF CONCRETE R.C.P....... REFLECTED CEILING PLAN o NORTH'FORK , e��c SITE S-001 3D VIEW STEEL FRAME F.O.F............ FACE OF FINISH R.D.......... ROOF DRAINS @ (PERMANENT YEAR ROUND RESIDENCE) M 1...1.E F.O.S............ FACE OF STRUCTURE REF......... REFER(ENCE) A S-1OO FOUNDATION PLAN W FIR............... FIRE RESISTIVE REFRIG... REFRIGERATOR a � � - EXISTING USE: VACANT LOT z C/J Q Q 0 REINF.... REINFORCED h s°UT" PROPOSED USE: NEW ONE STORY SINGLE FAMILY HOME S-101 SECOND FLOOR FRAMING PLAN J F.R.P........... FIBER REINFORCED PLASTIC Rd a e JAMESPORT REQ........ REQUIRED 4 d FT............... FINISH SURFACE � a REQ'D..... REQUIRED , 's.' oa S-102 MID FLOOR FRAMING PLAN 0 RESIL...... RESILIENT I 1ST PHASE, WITH FUTURE EXTENSIONS BY = Q r- FT................ FOOT OR FEET a W FTG..............FOOTING € `+ o ` FURR........... FURRING RESIST... RESISTANT s"•"� W � FLIT.............. FUTURE RETR..... RETAINING ('-w1tvPark o S-103 ROOF FRAMING PLAN �- RGTR...... REGISTER Cz ,e SEPARATE PERMITS z Ln Ln RM.......... ROON S-200 FOUNDATION DETAILS 0 �.R.O......... ROUGH OPENING F� S-302 TYP. FLOOR FRAMING DETAILS N 0 0� S-303 TYP. ROOF FRAMING DETAILS 0.. N J I� LEGEND & ABBREVIATIONS 07 SITE LOCATION MAP 05 PROJECT INFORMATION 04 s-400 STEEL DETAILS W a o Architect: Structural engineer S-401 TYP. FRAMING DETAILS LU CIVIL o revision: IeeMundwiler architects, inc. DiLandro Andrews Engineering, PLLC o Stephan Mundwiler, FAIA 158 County Rd 39, Suite 10 Q -- 2295 Aldrich Lane, Laurel, NY 11948 Southampton, NY 11968 C-100 SEPTIC SYSTEM www.lm-arch.com o: 631-259-3959 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301 .2 (1) o --- --- ---- �--- T : 310-383-4433 WIND DESIGN SUBJECT TO DAMAGE FROM � C : 310-382-0011 GROUND SEISMIC WINTER ICE FLOOD AIR FREEZING MEAN g of NEw MEP engineer: T.B.D. SNOW LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE DESIGN UNDERLMT. HAZARDS INDEX ANNUAL Z �� yo E : stephan@lm-arch.com EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TERMITE TEMP REQUIRED TEMP NENR 9 9� Ibs/ft2 MPH F. F. cam.) X &� 2p Surveyor: 20 130 YES NO NO B SEVERE 3'-011 rr MODERATE TO 11 YES NO 452 52.70 HEAVY <`p 00720'1 Kenneth M. Woychuk Land Surveying, PLLC Of w ROFES SIONP� POBOX 153 N.Y.S. LISC. NO. 050882 date: 06.26.25 P.O. Box 153 LU LU Aquebogue, NY 11931 scale: AS NOTED T : 631-298-1588 = title: TITLE SHEET Q F : 631-298-1588 w E L JWPM A A& 0 iu PROJECT TEAM 06 03 SHEET INDEX 02 W W - I i U w F- _ EU O Of U J r— o r � z � � U + z CB w ■ W o w z � w 0 `o rt z J U Z _ O S.C.T.M. N0. DISTRICT: 1000 SECTION: 125 BLOCK: 2 LOT(S): 1. 14 J CL •� . w ■® U .� F U L L (C5 w U) w w _ a_ LO w LAND N/F OF Z N DEBORAH BOSCHETTI z _ I Cn MON. — / I N 76039'00" E ' 565.58' ` O I N 00 HE GP C0 0. Z CD 175'� I � / PRIMARY BLDG. ENVELOPE -- °\ ...1 � o 00 co I i to l I o ) � I � 1 1 r I I 1 / v �o o /„ \ ' T oEE �� AS APPROVED BY ZBA co 0 1 i i i i N �' / *. / /_ / � /ij OAKS I 1 ao 4- o CID h� w I ICY) 1 L~ w I . I I I �1I I I % ` Q cy) 1 m �Z 0 III- LOT 1 � w% o Z m rC�� o O Z Q I ; ' VACANT i 1 M W U) Lf7 a , / / / I 1 / 1 / I ONITORING Z Q 00 D -' p i i / l % i i j i I ! ; WELLS Z Q N � i / / / ► I ' 1 I cb I \ O Q / I I i Z to I i I 1000, , I ( / ' O N 00 m z V r 24 I I I d" o z u-- �o I G) o w W LL I �\ , EDP ; , ,: ,� : ., ; ti:: :J.'s '4� ' �: %ASP LT I y W _j 0 / METER ' ;: •••,.;.• ; ;, o f i I I / • m�EL VICK : GRAVEL DRIVEWAY ' PIPE L U �• U —! z /CUR8, ,=mamma almm A: .; Uj .!;O f •�• 7 N. :+ i .•;j• I J•. j.137�.{i.r.f .• •r ,• '♦ ;•• ;f:• ' ;•".•''. �•' .t :!•A.•r d < �. •� i; ;' :�:• ••';; _' '' ••' . t I l / HEDGEno /0 cl) Q ') 0.7' O = 0 S / z �^ c �o .-' i 2.5 5' / % LJJ U �✓� 0 1 '20►1 W / 57 1 o J Q _ vJ pc S 7001112011 0 1 WOOD RAIL FENCE Z PIPE LOT 2 z O z w C U0 z U) I 18.51S GROSS FLOOR AREA Q 0- 7HE WA TER SUPPLY, WELLS, DRYWELLS AND CESSPOOL W 7100 S.F. + (0.0250 6640)=7516 S.F. MAX LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS g (j) 0 Q 0 AND OR DATA OBTAINED FROM OTHERS. w O _ I G �— ZONED R-80 Q AREA:96,640.39 SQ.FT. or 2.22 ACRES ELEVA 1101V DATUM: NAVD88 L LO z UNAUTHORIZED AL7ERA77ON OR ADD1770M TO 7HIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA71ON LAW. COPIES OF THIS SURVEY : (V 0 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS717U770N, GUARANTEES ARE NOT TRANSFERABLE. a 774E OFFSE7S OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 774EY ARE NOT IN7ENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMEN7S. EASEMEN7S AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E 77ME OF SURVEY I'eVIS1011: O SURVEY OF: LOT 1 CERTIFIED TO: STEPHAN MUNDWILER; z MAP OF: RICHARD CROW CARA LEE MUNDWILER; FILED: SEPT. 30 1985 No. 7975 a ------ —----- O U SITUATED AT.-LAUREL g OF NE w TOWN OR SOUTHOLD zo NEIN . y09 KENNETH M WOYCHUK LAND SURVEYING, PLLC 9� SUFFOLK COUNTY, NEW YORK o o a Professional Land Surveying and Design 0 r o, m cc P.O. Box 153 Aquebogue, New York 11931 FILE #223-68 SCALE:1 "=40' DATE: MAY 3, 2023 N. X.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 > FpA �97201 LU W R�FES SIONP of J fn w date: 06.26.25 x w scale: AS NOTED . U w = title: SURVEY MAP U Of WTI" 10 VAj"% W J_ Z W W I /) � U w H cO MM U E O � U J_ t Z cp E BLOCK: 2 LOT(S): 1. 14 ai — STRICT: 1000 SECTION: 125 CU O 0 S.C.T.M. N0. DI II— U -0 CC Q � LAND N/F OF RAH BOSCHETTI � U DEBO N Cu 1 CD I � MON. 1 565.58' ; MON. — IIII 1 , O / HEDGE l�,j -------- VED Z O --- qS gPPRO .1 i,`\ � 1.; `" •a;r. '"�/ .4'• ; I,, CARPORT --- --- 150 (DO`O CIO BLDG. ENVELOPE V •.iR', •,. ?K. " tol I 9 l / ;-, .•-» '+.1 $, ./ r— LANDSCAPING BERM a O I 1 N 1 , v i::f 1�, yIt'yfr/; .4 ` . ^, L . .,, \ % \Xz ` % l\\ (MAX.4'HEIGHT) f 75 I -- ,, I 1 I w3i.];'�'+:�� ` ' F $�•- :' V 1 _ \ PERMIABLE SURFACE •Y "7` 1 \\ 1 I I I I 1 1 I , ✓�,`i4� / z } `.w'� «`a i'R, -a d. \ (GRAVEL OR SIM.) �- \ ,'I DRIVABLE ' .''/• l� ."`.,, \` /� .I.1 \\ — 1ELi ice. S 65'-11 1 4" Op I , / .. ,3` 77 t i Z I 11 I I I I °S \ ......................... —ON I I I J (I TO RY - i 1 '' PER' \\\ IABLE SURFACE M GRAVEL ORSIM.,N CE DRIVABLE �I I r U /O PEN WI I 1 I \\ II I t I I I N Av f ........... 1\\\ ®U) O I 0; Z 1 , I LANDSCAPING BERM VACANT ; ; ; , ; FUTURE EXPANSION ;��;,_ , ' (MAX.4'HEIGHT) Z I" LO Z oQ► HIS PHASE ONLY AT TINS TIME _ I -- oo LL LJ.. f l l l I 1 J ,"`ro" \\ 1 1 \I DRIVEWAY(GRAVEL) 0 1L��°E• \ 1 J / / , / / I 1 / / ." I /x , r 700m I iIf / J ' ' � f _ I p O V U O r � V J I— / / 1 I I • I cse"�E"Mm.o rsEEPE."m3ro �>Mm RE " \ I 1 , 1. H EXISTING DRIVEWAY —— LL ' ASPHALT/ �P ' I TILL L _ �� , I 1„ ui (EASEMENT TO FLAG LOT �P R 1 /^ If �_�__---- ,. G •, ,• ', AND HOUSE) THE .' It\ � Q vJ / / 1 1 I I __ o ./ rQ• 4 REAR �` rn , Z 3: r n PIPE _ —— IK `\\ Il E I' I 1 o W AY . : . ' Cs S 4 S W —1 0 I� ELEC. Noy 'I , 1 DRIVE m I1 ' , Lij ETER I it 1 J / I I --- ' • . '¢' ' , .. HEDGE BEL _ - - :, a I I I 1 Q /'CUR�3' LL LLJf , r^ 572 55' J Q _ vJ RgIL FENCE SOT 2 WOOD C' � � U-- WELLS, DR) E LS AND CE SPOOL O THE WA TER SUPPLY, = UL GROSS FLOOR AREA LOCATIONS SHOWN ARE FROM FIELD OBSERVATI NS , PIPE U 0 Z F -F 0.025xl6640)=7516 S.F. MAX AND OR DATA OBTAINED FROM OTH RS. I 0 7100 S.F. ( r�� N AV D 8 8--------------- W rhr _ -- ® 0 Q 0 11aF;f=+`r`,rtT ZONED R-80 ELEVATION DATUM: _ I U) J ~ O AREA: 96,640.39 SQ.FT. or 2.22 ACRES TEES INDICATED HEREON SHALL RUN Q SECTION 7209 OF THE NEW PORK STATE EDUCTION LAW. COPIES OF THIS SURV r UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION � � MBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES O MAP NOT BE THE LAND SURV FOR URVEY IS PREPARED AND ON HIS BEHALF TO THE I N0rn ONLY TO THE PERSON FOR WHOM > STRUCTURES ARE FOR A SPECIFIC PURPOSE HER IMPROVEMENTS.THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERA I LISTED HEREON, AND TO (V _I I� \ t. OR DIMENSIONS SHOWN HEREON FROM THE P GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND -'. E OFFSETS LINES OR TO THE PROPER LI LESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY NOT INTENDED TO MONUMENT THE PRO ORDED OR UNRECORDED ARE NOT GUARANTEED UN AND/OR SUBSURFACE STRUCTURES RE STEP HAN M U N DWI LER; ' CERTIFIED TO: CARA LEE MUNDWILER, revision: SURVEY OF: LOT MAP oF: RICHARD CROW FILED: SEPT. 30 1985 No. 7975 SITUATED AT: LAUREL KENNETH M WOYCHUK LAND SUand DlesGgnpLLC N TOWN OF: SOUTHOLD Professional Land 3 Aquebogue,Surveying ��pE Et'V y New York 11931 ; NENR 9 0, SUFFOLK COUNTY, NEW YORK P.O. Box 15 , PHONE (631)298-1588 FAX (631) 298-1588 ; 0 O ' = g° m ac DATE: MAY 3, 2023 N. Y.S. LISC. NO. 050882 1 FILE # 223-68 SCALE: 1 "=40' c z ' FO �97201 AR0>cES S10NP� date: 06.26.25 scale: AS NOTED U • W = title: SITE PLAN IOU Q W J_ Z SITE PLAN N. T. S. 01 W w I U) w 00 E 0 v Y 0 z + LLJ Cp 'A LLj ILL z Lu U) z 0 Lm L) z U) E Cf) w r F- F- -0 ICU EXISTING TREES U) U) LANDSCAPING X LO t=s\ 3'-1 1 1/4" 10'-5 3/4 w w UTILITY SCREENING ICU ON CONC.PAD, < ^ �, J Y.. \r "� 7 �'' - M OPEN TO SKY co HEAT PUMP 0 F_ EL.PANEL U) C/) u_ F_ RO�T AC 0 F ACCESS X STE �ING STON ESI)L GRAVEL C:) 4T-1 3/4" C) . ................................................................................................................. .. . .................................................................... ...................... .. .......... .. ........... NICHE FOR SEPTIC 00 LANDSCAPING CY) PUMP/CONTROL PANEL F_ �, N �' /' O 1� i z < -j 0 CY) ---------- ----------------- ---------- -------- 0_ ----- ----- - ------ - --------- w 0 0 %0 1' U) 1- � �1❑N __-_ t Cf) tj < C11) 0 0 V FUTURE EXPANSION w w RANGE DBL. T—RIF 3 -3 31-3" WITH SER PERMITS u C? 0 — KITCHEN I a- w w 0 `0 _j 13'-9 1/211 T-3 1/4" 10'-8 3/4 T-3 1/4" T-3 1/4 7=61-6 1/2" 5 1/2" . L w > SINK 0 r----- ------i------r BATH 1 0 I z O ROOM DIV. CURTAIN Of ENTRY PATIO w RIDGE LINE w z io___ - > i I CONC.295 SQ FT 0 LANDSCAPING BEAM ABOVE,Typ. IT I I z OPEN TO SKY C/) LO �HIS PHASE ONLY AT THIS TIME ---------------------------- ----------I---- T ---- t-------- - I co ---------------------------- ---------- -------- -----------------7----------- ----------- --------- ----------------I 04 w LINE OF GABLE z u %0 LU I fl 0 z WALL ABOVE < o I - MELIVING0CIO(y) CIO ONE STORY DWELLING uj ' II M TOTAL AREA 945 SO FT P, 7j CATHEDRAL CEILING M T_ Lu LL DINING CEILING HEIGHT VARIES, LL w CONIC.FLOOR WITH RADIANT ' 0 %0 t; u FLOOR HEATING U) 1-i < 4 --.tp I - - ----------- Z) 0 %0 \. I I ZIii U)(D En 70-D w c1r) LLJ 0 U) Ln --- --------- -------------------- 0 U) -------------- ---------- ------�-7-j- ---------------------------------- ---------- �)o uj CM) UJI 71 jjr'j::jjj�rg,,.'J� Hr uj Vct A A A i tk A A cimm ry h A C) 07 Ln w D01 D01 (�D 7 ,E)' : �@H) Ile le 0 DECK fl000 FUTURE EXPANSION w WD 300 SQ FT OPEN TO SKY I FUTURE EXPANSION < (SERPERMIT) SEE GUARD R A LING NOTE BELOW WITH SER PERMITS m LjL W 0 F_ " " " T " T C " XCoe 1 1 1 1 it 1 1 0z 1 1 u Z5 1/2 3 -6 T-6 -6 -6 X- T-6 - 3 -6 31-6 31-6 3 -6 3 -6 81/41 0 z j < w ry (D _j LL 41-911 43'-1 3/4" 13'-6 1/4" < rvirvirvi LJL 0 II Lu LANDSCAPING/LAWN U) UOz U-i Im or_ n cj %mf Z: < C) 0 CL w1 7 U) Lu < LO LO CIO 0 Cq 0 m N _j I`MASTERPL.AN LAYOUT N.T.S 0 Of revision: 0 a s0 z SMOKE DETECTORS, ALL OF WHICH MUST GUARD RAILING NOTE: F- --------- BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. DECK TO BE NO HIGHER THAN 30"ABOVE ADJACENT GRADE. OTHERWISE A GUARD RAILING IS REQUIRED IN ACCORDANCE cM �,IoeN F NE w HARD-WIRED CARBON MONIXIDE WITH R312.1.1 OF THE NYS BUILDING CODE. 0 0 DETECTOR o 0 0 -�3 C/) M cc 80 CFM MECH EXHAUST FAN TO EXTERIOR G:) U) w 7 U) UJI S1 Cf) U) Lu Of date: 06.26.25 a_ X w Cn scale: AS NOTED UJI F-- title: 1ST FLOOR PLAN _j I z A 101 FIRST FLOOR PLAN 11411 110011 01 F w i U w H MM U W E Q 0 Of U J r L `..... �' ✓` k 7 J E LLJ Cz « - , •' .. �:.` I . i ....•^/ � j •fir' .. 1 1 i 'ft 7 �• w� •r' "..• I ''r i .',f^ � �` ...... Q � - f f .7' j + „1 \7} i ,,,✓•(' .,� i1 v`. ti i .`"' 4; i ` f W j r i p i 1 1/ 7f I 0 LLJ cLU a !L w wLU +r V CN CIO Cnf J i r _f• 'Y E lL r t M y ,r CD , A, , , ,, ,, - •"'t �•: `:. I ! ,. I. "'7 a , .. � _ / i+ `` � `',4. .;i ;1. • € O e"_ ` '` .•.-_., y/ ,• 1_f ' 4 1 � � �� i '{ ( 3'-1 -- r i a 1 04 I , \' • j d ................ r. t , + -`1 "•- ',/ , + ..� ...,. ....E „I ~' I - i f F 00 F- I f j w I {{ Z U) •I j Q uj m LU f i I STANDING SEAM METAL ROOFING w z COLOR jl'.B.D. a E ' Z O > L, w I UT oILITY ROOM LOI V- z I N w O i j Z v I I 0I t i f Ef 4- i I i E M O W , , iv STANDING SEAM METAL O W - I ROOFING i , V 0 I i I COLOR T.B.D.B.D. a Z r �" LL Z Li o - j w �- U) �i a z U) ♦A j i o W LU i E I I i BUD i DECK BELOW - 0 f 0 ......... . ................. O 3.. I La J i ....:..... i i m L - W = 0 w O I 4' 8 4" 8'5 4" ►- 1 - 1/ 2 3/ i , j J Z U r noo I I , ' • M ( 3 O ; I ! I w L.L. LL i z O Z = U- I j i w U D L i LU U) LLI j i 1 I I cm) L.L Z g U) J F- LU I a 0 ! I w ' _ E z LJ uJ U) O < N T I I w a O w a w revision: 0 z Q O U Z OF NEIVY 0 NENR r-9 0 o O 2Q = m � C:)ui _ Fp �97201ctf w AR�FEs SIONP� J w date: 06.26.25 x U) scale: AS NOTED U w = title: ROOF PLAN U Q w J_ Z A 10Z ROOF PLAN 1/4 = 1' - 0 " 01 W W U) 0 w F- 00 E Ctf `�I- 0 VEIN& Q) 7 + LLI z Cp E z U) z Lm EU) U) Co 0 w C w F- ;Z— EXISTING TREES Cl) U) w LANDSCAPING E\LO Lu 3'-11 1/4" 10'-5 3/4 ICU UTILITY SCREENING r- ON CONC. PAD, �<- M$2 $3 $1D OPEN TO SKY i m 0 HEAT PUMP EL. PANEL U) 6L FRONT ACCESS \Jj STE+ING GRAVEL', I W QWP F— .............. C) STONES r QUSB p Al'-1 3/4" CD C<L ............ ... ... ............................................................................... .......... 7.. .............. .. ...\ ..................... L __j NICHE FOR SEPTIC z 00 Of LANDSCAPING z C) F-- DW TV CD CY) -011 I - 'I-�-�- ��PUMP/CONTROL PANEL C14 U1. ---------- CY) ------- ------ Lu ---------- ---- - - CL P61 U) FUTURE EXPANSION < O 0 0 'ff1 w`w, __ .�________ 1 1 w RANGE D5L.SINK DO REF WITH SEP. PERMITS m (c m) Rl \(6\ RI) [(11D C? I;! ® � tl I 0 0 1, : L< Ca.cr IV,.(;),,;d,- CL KITCHEN w %0 Lu 13'-9 1/211 L 3'-3 1/4 10'-8 3/4 3'-3 1/4" j--31/4-- 6 -6 1/2" 5 1/2" . (Y I =E) SINK z -------------r------F-A BATH LAUNDRY =E) KI L(p M 3:� 0 D- 0 - 140 ENTRY PATIO UJI z CONIC.295 SQ FT w z 0 Lr BEAM ABOVE,TYR I I I , OPEN TO SKY U) --S7 .sz7 — ------- I Z -------- ----- ------ t--------rr -------------------------- ---IT ---------- im p DY ----------- --------------------------- --------- - --------- j � C14 C14I w %0 z CD LIVING it ix 00 CY) uj 110 z 0 1 z LL Em I I 1 1 DINING . 7ZS 11 -� 2 . . -(� %- 11 i - . -(�i I \ I w D -j LL T }w--w 0 LL1 It I U) u w r >— U) Z 3: C ) %0 Cl) 0 -- ---------- --- --------- ----------- --------------- ------ z------------ 7 J ------ ---------- n w LIJ C) Lr) ------- w TT C) Lmj DECK i I 1 Cr WD 300 SOFT i i I 1 w OPEN TO SKY j 1 i 1 FUTURE EXPANSION < w LL WITH SEP. PERMITS 00 W lo- Z5 1/2" . 3'-6" ot 31-611 A 31-611 31-611 A 31-611 A 31-611 31-611 31-611 ot 31-611 31-611 31-611 oe 3'-6" I 1 8 1/4" i t— w 41-9 43'-1 3/4" i i I 13'-6 1/4" 1 < ry LL it zC/) I 1 0 0 Z II 11 w U) Lu n -- zuj z r) 0 Lu U) 0 Lu LO L0 U) ELECTRICAL MAIN: TO NEW SUB PANEL 0 FROM EXISTING ELECTRICAL METER N ILIJ 12- PANEL BY UNDERGROUND SERVICE ON 0 af PROPERTY. SEE SITE PLAN FOR LOCATION OF EL.METER PANEL o revision: 0 <---------------------------------------------------------------------------------------------------------------------------------------------------------------------- 0 z of New 1- 0 EN 0 0 Z M cc C/) UJI > 7 Cr w W PES I co U) w date: 06.26.25 x w U) scale: AS NOTED ELECTRICAL title: LAYOUT A 104 ELECTRICAL LEGEND ELECTRICAL PLAN + w Lu I Cn i U w cx:) E Q .� O w U J 0 �- U w z C6 ■® o ja Z0 � z tom, '6 o C J Z ., Z E0 ca � w z .ZZ- L Ca _................................................................ Of ....... ............................................................................................ w U Of M M N - L0 z N Ca CO Cll N In '� N - � t- - O 0% O� It r - p 00 M e- N 1-�, I N Q O O ICV o �. z W F.F.ELEV: 37.50 F.F.ELEV. 37.50 ' F.F.ELEV. 37.50 ' m UJ w UJ > ! z a o O w W z i o U) Lr) Z Q 00 Z) 0 z ' ` z V [�ME O 0 _w `-J V SECTION C - C 1/4 " = 1' - 0 " 03 SECTION B - B 1/411 = 1' - 0 " = o W �- • -J 02 SECTION A A 1/4 1 0 01 O U a� I— Z � W � z W �- W 0 �- U) a z0 3: U) 0 co e C� W %MW/ J 0 CD w ii L C) Z � U U - - W w _I O U < Q elf J a w w U. cn L W = O 0 z U SKY PLANE OF LOT Q CD J � � z O ............................. ............................. ....... ......................... ........................................... ........... The sky is formed by imaginary � _ `�Y • , W vo z M lines starting at all propertyImesparallel �z W M or adto' thea O adjacent building or structure at w -J 7 �- 45 W Q - - -- --- ----- --- 10 feet above the average elevation of M .-o ' z L0 I- 'L`O W Othe natural grade (priorto any grade ow z alteration or fill) and extending inward LU J toward the center of the lot at a 450 a_ revision: � � = w N o 0 o angle. 0 w 38.0 = AV.NATURAL GRADE o F.F.ELEV. 37.50 ' .� ------ --------- --- - - oF New 0 NENR q0 o O m Fp 097201' 39�-911 w �ROFES S10NP� I J U) w date: 06.26.25 a x w scale: AS NOTED w BUILDING = title: SECTIONS Q w J SKY PLANE '1/4 " = 1' - 0 " A ZU1 04 w w i U w U 0"' E Of `zt O � O U J Z 2 + Cpw - wLL E O W Z w U) Z Q (D WOOD SIDING O ME J U wo IF I M w a � w ■� V U 0. i� WOOD WINDOWS .� W 1. WOOD SIDING — — — — — W05 W05 W05 W05 0- STANDING SEAM METAL ROOFING w 1 w O V M N COLOR T.B.D. N �t z N Ca � oo Z j _ 1r N --1 WOOD SIDING Q '� Q d� N II - m i M O Cn 1- l7 U- _ 2 N _ O0 s r- - - �- 2 F-- 1:1 ❑ ❑ ❑ ❑ ❑ ❑ z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CD ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a 1F] J m - PLASTER FINISH WOOD DOORS m M WOOD DOORS DO � M WOOD SIDING z O N N M W01 D01 D01 D01 0 o D01 D01 D01 D01 D01 D01 D01 D01 D01 D01 D01 o Q. WOOD DECK Z - c� **SEE GUARD RAILING NOTE BELOW F.F.ELEV. 37.50 ' F.F.ELEV. 37.50 ' (E) ELEV. = 38.05' — — — — — — — — co w ,ii' — — — — — — — — o ui iv AV. (E) ELEV. = 36.75' N - -- -` ;F �, � � �� z (E) ELEV. = 35.50'!'�i "` .. _ _ _ -- - --- - ` (E) ELEV. = 35.50' F (E) ELEV. = 34J5' AV. (E) ELEV. = 35.10' O # w Z SEE GUARD RAILING > I— NOTE BELOW z w � O w Z U z Q 00M � WEST ELEVATION 1/4 " = 1' - 0 " 3 SOUTH ELEVATION 1/4 " = 1' - 0 " 01 � W J 0 z v � 0 z W LL W o � � � a _ Z U) U o O Lu _j p w W r p z U n U W � O Q -17 0 0 w Q � w W m = O 0 J z U cn w C' _ ALL z � O W _ O z U w % ry _ w pQC0 z N iv N STANDING SEAM METAL w U� ROOFING � O G d 00 COLOR T.B.D. �— N j ' II N N z O F- j II II W W Lu 0 C0 w Z_ 0 � 1L] H J 4 N w revision: m WOOD SIDING m °° WOOD SIDING 0° = o N z¢ i d O` ` N = F- N N W03 c� o D02 0 W04 W02 o Z o ** SEE GUARD RAILING F NE AV. (E) ELEV. = 38.00' _f NOTE BELOW m o ��NENR wyO9 _ E ELEV. = 38.00' F.F.ELEV. 37.50 ' E ELEV. = 38 ' 2 (E) ELEV. 38.05 — — — — r ( ) _ _ — — — — _ — — — — — .00 F.F.ELEV. 37.50 0 0 4 �'' - - - _ � . . 1 i-AV. (E) ELEV. = 36.40' _ — _ N w N FO �9720� I — AV. (E) ELEV. = 36.40' w A w �FES SOON 1 ) (E) ELEV = 34.75 — J `� date: 06.26.25 w ** GUARD RAILING NOTE: scale: AS NOTED U W DECK TO BE NO HIGHER THAN 30"ABOVE ADJACENT GRADE. title: ELEVATIONS OTHERWISE A GUARD RAILING IS REQUIRED IN ACCORDANCE WITH R312.1.1 OF THE NYS w BUILDING CODE. 0 Zm aul EAST ELEVATION 1/4 " = 1' - 0 " 04 INORTH ELEVATION 1/4 " = 1' - 0 " 02 w w i U w cOE Q 0 W � U � U z w z Ca ■® 1 o E wz � � w o J z Z CDE0 � J o a s� U z ■�� U WINDOW SCHEDULE �_ U L, L _._..._ -- .._ _�..._._-._._ ._._...._. _._...... C 1 I TAG SIZE ' DESCRIPTION MANUFACTURER MAN. # GLASS U VAL VENT GLASS OPENING ' OTY SF ! a - LO ^\ 1 11 W1 3'-4"x 10'-0" FIXED W/ i T.B.D. 26 1 = 3 -6 R.O. 7 -0 R.O. - ..._......_....._. ..._.._....._...._._.._.. . ................................ ... c� !TRANSOM � ! � 3'-6" R.O. ;. N ca W2 1 V-2"x 3'-0" 1 FIXED T.B.D. 27 z 3 -4 6 -10 3' 4�� 1 z � 1' 8" 1'-8" 3' 5" 3'-5" �___..._....... ......._...-_._._ _...._._...___. . .._ ___.____ _______._...._.....___._........ _._.... I � Q W3 14'-5" x 5'-7" FIXED WITH ; T.B.D. 65 1 0 CASMT. i �- �_ 1� �� ............ ................... ........ ...........,......;...,...................................— .......................... ......................... ..................... cn _ 1 2 14 -5 1/2 11 -2 1/4 ..........................( 1' 2"x 5' 7"� � � W4 CASEMENTT.B.D. � 4 1 o r � O DOOR SCHEDULE O Ell in W03 o D01 3'-4" x 10'-0" DBL. FRENCH W/ T.B.D. ( 261 1 ( 14 o00 o i� DBL. TRANSOM _ M C01 - o D02 0 W04 W02 `r WOOD/METAL' oo CLAD ! I z O ................................ ......................................:......... ...... ................................................ ... ¢ r W01 D02 6'-10"x 10'-0" ENTRY DOOR SEE T.B.D. 56 ! 1 '- CM \ / / DRAWING FOR ! o 11'-5 3/4" 2'-6" 3/4" in z N DETAILS, ( c� N i W/TRANSOM a ...............__.......__ . ......._.. w m 0 w _ w < za O o ` z r w z I- w oo WINDOWIDOOR SCHEDULES 02 w O Z r Uz M 0 0/ 0 uw J z U � � O .. z � wu z w w o >- � � o Z — 3: Cf) U O Ci) .. ' Lu uj O z wro U � BUJ W O - Qo = 0 0 o JCL Qw W cf) < :D LL w m = O 0uj z zU � w C' I ry LL g U- O w UOz Lu cri Lu w 0QO Cl) .J � I-- W 0 Qw , _ � r z O � � � 0 0- N w 0 w revision: 0 Z Q Q- O U Z OF NEwY � NENR 9 O,A o O 2Q U) FO P97201 W p9�FES SICn ONP� J w date: 06.26.25 x w scale: 8b6RIED w = title: WINDOWS U SCHEDULES w J 02 Z + A 4A% I W W S . C .T.M. # DISTRICT 1000 SECTION 125 BLOCK 2 LOT 1 . 14 #R-24-0574 82 GALLON STORAGE TANK SANITARY DESIGN BY: MIN 18"ABOVE GROUND RICHARD M. MATO A.I.A. UNWED IN PO BOX 2284 CHECK VALVE ►I�S AQUEBOGUE NY 11931 ygvVE PHONE: (631)523-5879 EMAIL: RMATOARCHITECT@GMAIL.COM GRADE E?A ? 110 wELL uTTxAL f� 1* BLACK POLY PIPE(.75�i ER TABLEHI—DENSITY 180 PSIASIM & NSF APPROVED LZWA7 NDARD WEIGHT i !. "^ • a'e fr 54 INCHES BELOW FINAL GRADE CASING TO c� M f MEET NSF& ,,.�°'""" ,;�_`; ,� •• � t ASTM STANDARDS TOP OF WELL SCREEN �14'1 al Q� TO BE 40' BELOW WA •.. h, QF N_ TABLE (AI►N) ''CC 3' WELL PUMP TO^r ILD EMI 5 G.P.M (MN) \ RICHARD M.MATO A.I.A. NYS LISC#041861 STAINLESS SET 20 PSI MIN \ S7� W/ 20 PSI DIFFERENTIAL ESTIMATED DEPTH \ LANE N/F OF LP DEBORAHBOSCHETTI WELL PROFILE (POTABLE) DWELLINGWNVELL WATER ®WELL \ OVER 150' I / WELL MOH. N 76°39'00" E 11 56' ` / ` 565.5 ' I 8 I � MON I —— \ HEDGE PRIMARY BLDG.ENVELOP I`�i 1 �` \ ^C / ( I , ,I I , W W —� W —— T--—mol �—.�1..._ 1 ` �� I I 175 It I 1 I W W yy Wf '��Lr. `��— —� —. `� ��`` 4•,' :PROP DRIVEWAY ' ': ,�.'' {•' ` , " 1 I PROPOSED EXISTING CV Q7 M LP �-• — A : . I WELL IRRIGATION WELL I 1 (V N 1 GAS y �''. •�;.: ', ;..E'•:; ; 1 ELEC SERV I E TO AIR PUMP CONTROL PANEL . \ / TREE ;.,. 0 I I 1 I I I00 1 1, ; �✓�7 z:•`':5:; PROP. 1 ' f' G LL STY ELEC.SERVICE TO CONTROL PANEL w ' I I 1 1 I 1 ,`SO' I ELECTRK AND AIR'SUPPLYIHOSE / FRM DVVELLtNG::: / ' :`:, J N w W N I I I I I 1 I ;;.:;.::::•::#2295 : :' >rn 0 ; .; ►-+ _ 1 �1 1 :.;ta, 1 BEDf200M:':�.`a�':cv' •Z � / .�'.• ,'•' o LL Er O Q II I I I I I i i I I ; •`. :43.1'::::::::::::::••::: }'''•' •!' = C1"I t v i I 1 1 DECK r�r a I I 11 • I CD CD w Z Q I I I / I 1 C O 2"SCH40 PVC VEN PIPE ( o< Z 1750, I $ l m � cn J o Z a ON / l / �/ I ` ' CEN5 o Q N I I I j 1'..' `-MONITORIN g U ; / I / LOT 1 f W ' 1 l / �-+ Q� / I / I N I 8'012'DEEP I z / WELLS'. p _ /M �/ %/ %� / I VACANT / ; I i j I Lp �w I II 150' "' / i 181' / i / / % I 1 i jI _ l AS APPROVED BY B• ., . ��.• LP / I i % / i / I I I `Y' I EX / 1 N CREEN LP i "ry / ; 1 , 24 ; i I 120' / m 68 / I ' / 1 I I I G) /If\ / 90 I EXIST. i'- / I ; l I / ' '; O W / % ' ELEC. �c 1 i i I 1If w N \ / / / METER I rL I / / ; ' / ' :ASP LT w = o , / c,� D / / HEDGE / 1 4 R /; 4 ,. , U c., / / / m Y w 0 .DEL�/_ J j I l / I to�B DRIVEWAY w Y • EXISTING GRAY PIPE \ m �Ill 11RQ, �' ' J / ' ,: •/� ' I �' `I I I 1.5'N ISPIK W w . _ I 1.4S p i Z W '1 Y`' , r;A _ .• ; 1 / HEDGE / I r LL = i cb �o .--'� i 572.55' / 0.7$ i 160, I IT Q I N - S 70011'20" W f < �* PIPE ��` WOOD RAIL FENCE LOT 2 I DWELLING WNVELL WATER o DWELLING ELECTRICAL PANEL OVER 150' I 18.5'S MAIN 0 BREAKER I-1- LP I WELL I DWELLING 40.0 CIRCUIT I /� BREAKER SLAB 30AMP DEDICATED — -- -- — — — LECTRICAL SERVICE TO GRADE (35.5) GRADE (35.2) HYDROACTION CONTROL PANEL FRANKLINVILLE READ C/O TO GRADE EL(35.0) I NV34.1 I NV33.86 INV33.68 EL33.0 4" SDR 35 4" SDR 35 INV32.67 2 EACH CONTROL PITCH 1/4"/FT ( ) PANEL PROPOSED DWELLING WITH 2 BEDROOMS-NO GARBAGE GRINDER PITCH 1/8"/FT MIN 8'Q�x6'DEEP 0 PROPOSED SEPTIC SYSTEM FOR 4 BEDROOMS LEACHING �0 1 FUJICLEAN CEN5 500 GPD(OWTS) POOL p C� ( > EL 29.0 0 0 0 0 (1)LEACHING POOLS 8'dx12'DEEP FUJI CEN5 D O D C� (1)EXPANSION LEACHING POOLS EL21.0 SANITARY NOTES COVER HIGHEST EXPECT. GROUND WATER EL 0.9 SANITARY DESIGN BY: PLUG 2'-1 SANITARY INVERTS 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. (THREADED) SQUARE s 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE SHALL BE PROVIDED TO THE SCDHS COVER CONCRETE BASE " O TO GRADE y FINISHED GRADE 3.PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE CLEANOUT BOX MIN.4'CIA. -� THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS CLEANOUT SDR 35 PVC PIPE OR EQUIV. --20" ADAPTER ADAPTER PITCHED v8'PER FT.MIN. MI 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE INLET .�y •• w GRADE a 30 DEGREE FITTING •. ® ® ® ® ® ® QS21.65" ® ® ® ® ® ® 1 INLET, FLOW EXISTING ® ® ® ® ® ® 7 OUTLETS GROUND I ' SEWER LINE 24" 810 020.65" CLEANOUT DETAIL 3 MIN ROUNDWATER NTS AIR HOSE AND I BOX ACCEPTS: ELECTRICAL SUPPLY LIGHT COVER#3009C TP TREATMENT UNIT TOP VIEW HEAVY COVER#3017-C20 TM GRATE #3017-G20 FujiClean FUJI MAC80RII ON PRECAST CONCRETE PAD LEACHING POOL 6"TALL RISER#3009 NTS NITS 12"TALL RISER#3009-R12 Toward Clean Water... 23.55" _ NDCAP TYPE SCUM BAFFLE B cD °' - LEVELING DEVICE CO 2; 5, 3 3 CHAMBER Volume (gal) 2' INCREMENT, •, >>$ .f:;FF;< BOX SEAL, ECIRCULATION Sedimentation Chamber 198 TYP. ";. .:'.��;�. POLYLOK SEAL --"••�.Y" } : #3001 TYP.40PLCSTYP. AIR LIFT PUMP MIN. 12"COMPACTED SAND OR Anaerobic Filtration Chamber 198 PEA GRAVEL LEVELING PAD 3 ISINFECTION POLYLOK 20"D-BOX CYLINDER(OPTIONAL) O3 Aerobic Contact Filtration Chamber 95 FRONT/SIDE VIEW � Clarification Chamber 44 MATERIAL-HDPE © DISTRIBUTION BOX Polylok DETAILS 4" INLET PIP 4"OUTLET PIPE Disinfection Chamber 4 TYPICAL SILT AL JA Total Volume 540 SCREEN SECTION GEOTEXTIIE FABRIC ® SPECIFICATIONS SUPPORT POSTS EFFLUENT Anaerobic Media PP / PE ELEV. 40.0 FLOW DIRECTION WOOD OR METAL AIR LIFT PUMP Board Type Aerobic Media PVC / PP / PE SM LOAMY SAND 1 5' INLET BAFF © © 3 — Aerobic Media PP / PE SM SANDY LOAM 3,0 BACKFILLEDTTRENCH Blower 2.8 cfm SP COARSE Tank FRP W/GRAVEL 10.2' EXISTING GROUND RECIRCULATION PIPE FLOW BAFFLE 3/4"AIR INTAKE MIXED Piping PVC / PP / PE sP SAND ��•{ FLOW OPENING(TYP.) (CLEANING OPENING) B Access Covers Plastic/ Cast Iron W/GRAVEL :'' II— Disinfectant (Optional) Chlorine Tablets I I—I"— �1 J 4. _I 2'MINIMUM DISINFECTION 1 77 —` 20"ACCESS COVER 20 ACCESS COVER 20"ACCESS COVER CYLINDER(OPTIONAL) KENNETH WOYCHUK LS (TYP) (TYP) (TYP) JUNE 70,2023 GROSS FLOOR AREA 7100 S.F. + (0.025x16640)=7516 S.F. MAX THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS P-8 'tee ZONED R-80 AND OR DATA OBTAINED FROM OTHERS. 8„ 96,64C.39 SQ.FT. or 2.22 ACRES ELEVA77ON DATUM: NAVD88 _- �- AREA: © UNAUTHORIZED AL TERA 770N OR ADD177ON TO THIS SURVEY /S A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE* EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLE. s_ THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY 1 q,83„ 4;$z5„ 4 © a © 8 SURVEY OF: LOT 1 CERTIFIED T0: STEPHAN MUNDWILER; �3 MAP OF: RICHARD CROW CARA LE E MUNDWILER; � t 5W t FILED: SEPT. 30 1985 No. 7975 SITUATED AT. LAUREL SOUTHOLD ` � TOWN OF: '� J" KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK1 ; . �. { REVISED 06-18-25 �� . ,. Professional Land Surveying and Design SECTION A-A VIEW }w� ,r �r, P.O. ox 153 A uebo ue, New York 11931 REVISED 06-20-24 q g FILE # 223-68 SCALE: 1 "=40' DATE:MAY 3, 202, PHONE (631)298-1588 FAX (631) 298-1588 REVISED 04-03-24 N. Y.S LISC. NO. 050882 i GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. THE STRUCTURE IS DESIGNEE)IN ACCORDANCE WITH THE NEW YORK BUILDING 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE CODE 2020. ALL WORK SHALL, CONFORM TO LATEST N.Y.S. BUILDING CODE AND ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ALL RULES AND REGULATIONS. INSTITUTE. `rF~ \ ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. DiLandro 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 2 COMPOSITE FORMED STEEL FLOOR DECK TO BE 2„ DEEP 20 GAGE (UNCOATED , Andrews 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS PERMITS 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 4- �` YORK STATE BUILDING CODE 2020. . STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK - -$ E n s i nee r i r.g CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE 158 County Rd. 39, Suite 10 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND 3 „ STEEL CORPORATION, OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. A. FORMED WALL 2 BACKFILL SIDE. /4 FRONT SIDE BEAD ALONG THE MEMBER LENGTH. Southampton, N.Y.11968 PRESSURES SPECIFIED IN SECTION 1609. pton, 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP 20 GAGE (UNCOATED STEEL Office: (631)259-3959 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP 3" BOTTOM 5. AT DESIGNATED SHEAR WALLS HORIZONTAL EDGES OF WALL SHEATHING THICKNESS = 0.0358 ), GALVANIZED (G60 COATING). WIDE RIB UNITED STEEL 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING ' ' Info@DiLandroAndrews.com D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE Certificate No.: 0019523 LOADS: DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL, UNLESS OTHERWISE NOTED. A. LIVE LOADS: EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20 PSF 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL SLEEPING ROOMS: 30 PSF LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT ROOMS OTHER THAN SLEEPING ROOMS: 40 PSF REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE ROOF: 20 PSF INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND INSTALLATION ARE REQUIRED. SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: B. SNOW: ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING OCCUPANCY CATEGORY II CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS GROUND SNOW LOAD,Pg 25 PSF REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH EXPOSURE FACTOR,Ce 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A THERMAL FACTOR,Ct 1.0 BELOW,UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF Y-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU IMPORTANCE FACTOR,Is 1.0 FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME FLAT ROOF SNOW LOAD,Pf 20.0 PSF USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED. FASTENERS SHALL STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS C. WIND DESIGN DATA: UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. Q WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING A�OF NEIV WITH ASCE 7,SECTION 28.5,SIMPLIFIED METHOD A. SLAB ON GRADE 4000 S.C. 1" 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, P ENR B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" 1 l. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF OCCUPANCY CATEGORY II C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. O BASIC WIND SPEED(3-SECOND GUST) 130 MPH D. RETAINING WALLS 4000 S.C. Ft 2.0E LVL 2.0E PSL 1.55E LSL X o rn oc 12. PROVIDE#4 AT 12 CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING �s w IMPORTANCE FACTOR,Iw 1.0 FB(FOR DEPTHS< 12 )= 2600 PSI 2900 PSI 2325 PS[ 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE EXPOSURE C 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR F� �97201 DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. A �, PER ASCE 7,SECTION 30.4,SIMPLIFIED METHOD AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 9�FESSIONP (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. FRAMING NOTES: E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE ABBREVIATIONS AND SYMBOLS SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF I- FOR EACH PARTICULAR LOAD. BEL BELOW RJ ROOF JOIST Q 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT BRCG BRACING SHTHG SHEATHING LICENSED IN THE STATE OF NEW YORK. A. RAMPS AND SLOPING SURFACES - 3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL BRG BEARING SIM SIMILAR Z) B. FOUNDATION CONCRETE - 3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE (1) 2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION V RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR LONG MINIMUM AT Y-0" O.C. AND P-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 301. CANT CANTILEVER STIF STIFFENER CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL U) BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF J APPLICABLE CODES, STANDARDS, AND GOOD PRACTICE. WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q 8. PRINCIPAL OPENINGS IN THE, STRUCTURE ARE INDICATED ON THE CONTRACT REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) V x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE 0 DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500.GRADE B (FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554,GRADE 36 DIA DIAMETER TOW TOP OF WALL J W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL �_ r n OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES G. SHEAR CONNECTORS: 3/4" O ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED F- V OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2" x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET W 12. WRITTEN DIMENSIONS SHALL.HAVE PRECEDENCE OVER SCALED DIMENSIONS. PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING z CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM J ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER U 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT z SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION 0 J OBLIGATES HIMSELF TO ANY" JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST Q W ANY ERRORS THAT MAY OCCUR HERE ON. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP H 00 STIFFENERS. KSF KIP PER SQUARE FOOT W LO 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. LB LAG BOLT W REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP DIMENSIONED WOOD FRAMING NOTES. 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD O N Q PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL IY N ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE IL 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. SUBMISSION OF CONCRETE TEST MIXES. JOISTS, RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION Revisions 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO.2. IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM No. Date Description 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE WITH THAT AS INDICATED ON THESE PLANS. THE CONTRACTOR SHALL STOP CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 04/07/2025 FOR PERMIT WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FV(BASE)= 180 PSI OC ON CENTER 2 04/07/2025 FOR PERMIT FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK, HE SHALL ASSUME ALL E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST RESPONSIBILITY AND LIABILITY THEREFROM. REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 __/--/-- - - CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PLWD PLYWOOD CERTIFICATE OF OCCUPANCY. REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT, END-TO-END ALIGNMENT. Designed By : AN 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : AN ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER Checked By : AA CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY GOVERN. REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS,ETC.)MAY BE USED RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING N• . IF SUCH SUBSTITUTION OR ,ALTERNATES ARE SUBMITTED TO THE ENGINEER 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 04/04/2025 FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT Scale: AS NOTED BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. SUBSTITUTIONS WHICH HE; PROPOSES. THE ENGINEER SHALL NOT BE OTHERWISE NOTED ON PLANS. RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: S-000 DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR UNLESS OTHERWISE NOTED. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL INDICATED. 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 _ FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# DiLandro And rews 'I Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal OF NStV HENRY0 C) cc 097201 100, S ssi SI woe Ni w (y) 4 1, A— "I w ry -J_j er W U-) C Z) F) a) CN 0 0-4 _j Revisions No. Date Description 1 04/07/2025 FOR PERMIT 2 05/19/2025 FOR PERMIT 3 4 —1-4-- ---- 5 Designed By : AN Drawn By : AN Checked By : AA Date : 04/04/2025 Scale: AS NOTED S-001 —Sheet# i i LEGEND t Dia dr I 1 I I I I ( I I I I I I I I I I I I I ry+ E n g I n e e r I n g 0 - INDICATES FOUNDATION WALL. 4000 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 PSI COMPRESSIVE STRENGTH MIN. Office: (631) 259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 - INDIC;ATES FOUNDATION WALL SHELF, CONT ACTOR TO O�(ERCUT 24"A D BACK SEE DETAILS FOR SIZE d FIL WITH COMPACTION IN 12" LIFTS Professional Seal - INDIC;ATES TOP OF SLAB ELEVATION FROM DATUM ELEVATION I I I I I 1 I ! 42 25" I I I I I I I I I 1 [-X'-XX"] - INDIC;ATES BOTTOM OF FOOTING — — — 8 — — — — 14 0" 14 0" 1 14' 25" EL. FROM DATUM TOP F WALL T P OF WALL TOP OF ALL 8 TOP OFIWALL EL. = 36'-10" F3.0 F3.0 F3.0 EL. = 36'-10" EL. = 36' 10" EL. - 36 10 C 7 - INDIC-OATES CONTINUOUS/ISOLATED —� -0"] — — � F3. [34' [ 4=0"] — FOOTING, 4000 PSI COMPRESSIVE STRENGTH MIN. OF NE 1 �� P-2 P-2 [34-0"] Cn �P�� ENR �y0 lO - INDICATES 12 SONOTUBE w/ BF 28 — �,� 1 P-2 No 00 TOP OF WAIL P-2 1 1 N �7- / BIG FOOT FOOTING, 4000 PSI lo I ___ -�W_ W "SLAB ION GRADE I - EL. = 3fr-4b" -- - —I -� �---- o (�o y� COMPRESSIVE STRENGTH MIN. 1 I I o to W -v - INDICATES BASEPLATE TYPE. SEE 2_g L� M � UNEX AVATED OR WELL COMPACT D FILL I 1� 1 1 6 A 097201 BP-# DETAIL 1/S-400 1 95%MODIFIED DIFIED P_ROC FOR DENSITY 0 FINES 1 S-too AR�FESSIONP� I ( TOP OF- ALL P-1 40RRIANICS. BE OW ALL SLAB TYP. P-1 i S-200 1 1 -S.F. - INDIC'fATES STEPPED FOOTING. F3.o EL. = 36' 0" F3.5 F3.5 4 F3.0 �SEE DETAIL 7/S-200 P_2 — F_ S-2 0 I4---Nr\16' SLABON GRADE Cl ( 1 l P 1 1 OP OF WALL EL- - 36-10„ NOTES: UNEXCAVATED OR ELL COMPACTED FILL 1 I 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 6 ° [34'-0"] 13 0'] 5 95% MODIFIED PROCTOR DENSITY, NO FINES 13-2 14 0 — 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. �iN �iN S-200 13-4� O ORGANICS. BELOW ALL SLA S TYP. 1 1 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB c`O•, � T 8 I f FLOOR. TOP OF WALL 1 S-2 0 00 o I EL. = 36'-10"I 1 1 TOP OF WALL T6P OF WALL TOP OF WA L M I I 1 1 1 �t TOP F WALL EL. = 36' 10" �L. = 36'-10" EL. = 36'-10" z _� 1 __ EL. 36'-10" _ j_ — 1 ---� -I F3.0 F3.0 F3.0 ° JF3.01� P-2 �� -t [34'-0"] � P� CL zzzzz" 1 z OL O NEW 5" SLAB ON GRADE �� 1 1 C-CE" 1 1 0 TOP F WALL Q 37.50' UNEXCAVATED OR WELL COMPACTED FILL 1 D 95%MODIFIED PROCTOR DENSITY, NO FINES O OR ORGANICS. BELOW ALL SLABS TYP. I �_ 0 I I I- I 1 I I I ® — TOP OF WALL— Cn ' — TOP`OF WALL _ EL. = 36-10" o I EL. = 36'-10" N W 5"SLAB ON GRADE CONTRACTOR TO OVERCUT 24"AND BACK 37.50' I FILL WIT COMPACTION IN 12" LIFT UNEXCA ATED OR WEI1 COMPACTED FILL 95% MODIFIED PROCTOR DENSITY,NO FINES OR OR ANICS. BELOW ALL SLABSiP. . I I I I I i I I 1 I I I I I I I I I I I w z Q _J U � Z 0 _J Q W FOUNDATION PLAN w LO � SCALE: 1/4"= 1'-0" O N �'Q E N J 0- Revisions No. Date Description 1 04/07/2025 FOR PERMIT 2 05/19/2025 FOR PERMIT 3 --/--/-- ---- 4 --/--/-- -- mom Designed By : AN Drawn By : AN Checked By : AA Date : 04/04/2025 Scale: AS NOTED S- 100 Sheet# i DiLandro Andrews r_,.44 -I- Engineering I E i I I I 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal _._.._._._ _.___..._................... ................ ------ =E1 I� - --------------- (. ............. -_ - -C12X 0_ __ — __ -_ _ __ __.. - _C12X�0 __ .__ ._ i f GJ\� GJ\O. I I GJ\� GJ\� OF NEw y0 ............... ! �Q� HENRY M cc [� W N cal N I4T b O /PE i /...EN o I L fOP N P 1 SEE ! F �g L o I Sr17EFT72 ' AR�FES S10NP� C12X30— — - - ___ .__ _._ ___ - C12X30 _._. .__. ._-- _-. _-._ .._.. ___ — -- — C12X30-- -- r_ _11111 IL C12,30-__ ____ _-_ _ __ \G i __ — - C12,30-_ __ _) -__- _ 7-�__ \ /J N G N W N \ s X X X O EN i OPE o V-- O ! f C12X30 ! C12X30 C12X30 ! O `)\ El.i f ;. ; ij J\ I;'_-i____�...•.••..•.••..._•. ,: .._.�...____.•....�If J\ � t; i; � W. ;, ! � r• J\ j � 1; �`w s�•� !ji Z O W E I I I 3 ! ( I I I I I I I I I E 1 I I i I I I I I I I w Z J U_ >- EE Z J W Q 00 SECOND FLOOR FRAMING PLAN W) M D �' SCALE: 1/4"= V-0" o Q a MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) GO Revisions BEAM MATERIAL -INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description 40 BEAM SIZE SPAN DIRECTION GJ\G - INDICATES STEEL COLUMN ABOVE 1 04/07/2025 FOR PERMIT NOTES: I GJ 2 05/19/2025 FOR PERMIT RAFTER PITCH EXTENTS OF ® - INDICATES WOOD POST BELOW ® -INDICATES LOAD BEARING WALL BELOW 3 -'/--/-- DIRECTION c FRAMING 4 --/--/-- 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. (2) 1 3/4x 11 7/8 LVL ,-,1 RC14` ® -INDICATES WOOD POST ABOVE/BELOW C - INDICATES LOAD BEARING WALL ABOVE ®3700 26-01 N 5 --/--/-- ---- 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END REACTIO� a ❑ - INDICATES WOOD POST ABOVE 0 -INDICATES SHEAR WALL SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) MOMENT \�JOIST/RAFTER 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS (KIPS-STEEL) CONNECTION TYPE. & SPACING WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. Designed By : AN COLUMN AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : AN 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. Checked By : AA BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL 5. FLOOR SHEATHING TO BE 23/32"STRUCTURAL I SHEATHING MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. FRAMING LEGENDDate : 6. TOP OF STEEL TO BE 1 1/2" BELOW BOTTOM OF SUBFLOOR U.O.N. 04/04/2025 Scale: AS NOTED HEADER SCHEDULE H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL S- 101 H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4" LVL H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL �_.�She�et# I i DiL ndro And taws E n g i n e a r nq 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal C1 X30 { C12 30 C12l30 ff G© ! G�i Goi OF New YD 0� ,AE R y o m m_ Fp �97201 A90FES S10 I �I �J� ; ! I I CJ�+ r + + + z � Q I 0 z Q ! ( I I C1 X30 I ( I C12 30 I I I C12 30 I ( ( I I I ! _ GQ,I ry O O I � I ! I ! I I ! I ! I I I I ! I I I I I ! I I I I ! I ! I I I I I I I I I I ! I I ! w z J Z .J J W H 0� 0o MID FLOOR FRAMING PLAN b LO LO SCALE: 1/4"= T-0" N Q o_ N J �— MOMENT CONNECTION VALUE e"'D INDICATES STEEL COLUMN BELOW (FT-KIPS) Revisions BEAM MATERIAL X,;gc,�,D - INDICATES STEEL COLUMN ABOVE J BELOW No. Date Description BEAM SIZE SPAN DIRECTION -INDICATES STEEL COLUMN ABOVE 1 04/07/2025 FOR PERMIT NOTES: 2 05/19/2025 FOR PERMIT RAFTER PITCH �, EXTENTS OF FRAMING ® -INDICATES COLUMN BELOW ® -INDICATES LOAD BEARING WALL BELOW 3 --/'-/-- '--- 1. &SW-X- INDICATES SHEARWALL, SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION PROVIDE 2"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO (2) 1 3/4x 11 7/8 LVL ,—,U� `"'� ® - INDICATES COLUMN ABOVE/BELOW C - INDICATES LOAD BEARING WALL ABOVE 4 BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH ®3700 2e-01 N 5 --/--/-- ---- SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTIO a ❑ - INDICATES COLUMN ABOVE 0 -INDICATES SHEAR WALL (LBS-WOOD) L MOMENT \�JOIST/RAFTER WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. (KIPS-STEEL) CONNECTION TYPE. & SPACING 2. **'� HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL L COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By AN SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM Drawn By : AN 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. Checked By : AA BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGENDDate : 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 04/04/2025 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. cn Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 23/32"STRUCTURAL I SHEATHING MIN GLUED AND SCREWED, H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL UNLESS OTHERWISE NOTED. H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 1/4" LVL S- 102 8. TOP OF STEEL TO BE 1 1/2 BELOW BOTTOM OF SUBFLOOR U.O.N. H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL Sheet# i DiLandro ivs Art rep Encgineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal I I I I I I I I I I I I I I I I I I I I I OF NEW Y ENRY o`er a _.�... _I N N � U N ._ I N � n'I Cr X X X X W a FOA �87201 9�FES S10NP C15X33.9 C15X33.9 C15X33.9 G ( _ C1 RX33.9 G C15C33.9 G ( C15 1 33.9 G I I I I I I a N I I dN N �N w I � N wN 0 N o o N Zo oX X X aim mo 1 0 0 ow Q NQyN � L.l� I I C 15X33.9 I C Q LL I O I � r I I I I I I c I I I s I l I I f I I I I 1 I ! I I I I I I I I I I I I I I I I I I w z J � Z � J � W � � 0o ROOF FRAMING PLAN w M Z) M SCALE: 1/4"= 1'-0" O N N _j o_ MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) GO Revisions BEAM MATERIAL \ -INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description BEAM SIZE SPAN DIRECTION GJ�G -INDICATES STEEL COLUMN ABOVE 1 04/07/2025 FOR PERMIT NOTES: J 2 05/19/2025 FOR PERMIT 7 RAFTER PITCH EXTENTS OF G ® -INDICATES COLUMN BELOW ® -INDICATES LOAD BEARING WALL BELOW 3 '-/-'/-- ---' 1. & SW-X- INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION c FRAMING ---- PROVIDE 2'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO (2) 1 3/4x 11 7/8 LVL r,1 N° ® -INDICATES COLUMN ABOVE/BELOW E � -INDICATES LOAD BEARING WALL ABOVE 4 BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH ®3700 2B-01 N 5 --/--/-- ---- SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACTION a ❑ -INDICATES COLUMN ABOVE -INDICATES SHEAR WALL (LBS-WOOD) MOMENT JOIST/RAFTER (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. Designed By : AN 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : AN 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. Checked By : AA BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGENDDate : 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND Date : 04/04/2025 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED c 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 23/32"STRUCTURAL I SHEATHING MIN GLUED AND SCREWED, H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 1/4"LVL UNLESS OTHERWISE NOTED. 8. TOP OF STEEL TO BE 1 1/2' BELOW BOTTOM OF SUBFLOOR U.O.N. H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4"LVL S- 103 H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL Sheet# i DIAMOND SAW CUT. IN AREAS WHERE 6" 6" STOP REINF. SHORT OF SLAB IS LEFT EXPOSED, (I.E. LEFT FIRST POUR SECOND POUR TYP. LAP TYP. LAP UNCOVERED), FILL W/SPECIFIED JOINT AT EACH SIDE \ 56 BAR 0 6 SEE NOTE 1 SEE NOTE 1 00 JOINT FILLER IN ACCORDANCE W/ 4" PREMOLDED TONGUE 6 STOP REINF. SHORT OF10 MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE Q• n h`O CORNER BAR SIZE AND a !~ lLan ro - SPACING TO MATCH "F � Andrews HORIZ. REINF. I-- Engineerinp 0„ OPENING WW11=1 TYP 158 County Rd. 39, Suite 10 m Southampton, N.Y.11968 _. Office: (631) 259-3959 Info@DiLandroAndrews.com NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING Certificate No.: 0019523 SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC, MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP. LAP WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF WRAP W.W.F.AROUND CONT. #4 SIZE, SEE NOTE 1 (TYP.) SLAB SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 VAPOR RETARDER, Q NOSING BAR, EDGE W/T"RADIUS TOOL FACE OF WALL AT JOINT. SEE NOTE 7 SEE PLAN FOR CONSTRUCTION JOINT, LAP EDGES 24"AND TAPE, CENTER 2x4 KEY ON WALL REINFORCEMENT a- 1'-0" 6" 6" OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE NOTES: SHRINKAGE CRACK U) MIN IN ELEVATION 1. AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING.AT SLABS USE#5 BARS. i- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT ��OF NEwY •_� CIRCULAR OPENINGS 12"AND LARGER. ' m., 1 AQ HENRY O 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. II._ TYPICAL SLAB/WALL PENETRATION DETAIL PIER, IF REQUIRED $ W PROVIDE CONT. CHAIR AT REFER TO GEO TECH. �i ��jT 2 CONSTRUCTION JOINT 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6" MIN. I ` ' S-200 CONTROL JOINT FO - ,I REINF. AT EL. SHOWN SCALE: N.T.S. A 9720 GRANULAR SUB-BASE NOTE: 9�FESSI NATURAL"CUT"GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE �? 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS TYPICAL SLAB ON GRADE DETAIL- RESIDENTIAL STEPPED SLAB DETAIL COL.\PIER\FTG. LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. TYPICAL SLAB ON GRADE DETAIL 2"CLR. TOP OF PIER 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING 1 COL.IPIER\FTC. HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. S-200 SCALE: N.T.S. (2)-#4 TIES SET AT 2" X/2 /2 -0-1 o O.C. AT TOP 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. DOWELS TO MATCH VERT. REINF, SEE PIER 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° • VERT. REINF. SCHEDULE m 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o N 4 BARS 6 BARS W CONCRETE PIER, SEE G) N -< x Q PLAN AND SCHEDULE CONCRETE WALL CONSTRUCTION DETAIL > FOR DIMENSIONS 3 Z m 0" co m 10/ �,, S-200 SCALE: 3/4"= 1'-0" O y ;0 FOOTING, SEE FOOTING SCHEDULE AND DETAIL X z 8 BARS 10 BARS TIES SIZE AS PER"TYPICAL 0 COLUMN, PIER, AND BUTTRESS z TIE DETAILS." PROVIDE (3)-TIES o D SET AT 2" O.C. AT BOT. OF PEER. - REMAINDER OF TIES SPACED 3'-0" LAP SPLICE � � O CENTER AS PER"TYPICAL COLUMN, • • • • • • • CONTRACTOR TO OVERCUT TYP. AT WALL 2'H"MIN. lj FIELD HORIZ, &VENT. WALL REINFORCEMENT U_ E- LINE PIER, AND BUTTRESS TIE 24"AND BACK FILL WITH AND FTG. 2'-0" j DETAILS COMPACTION IN 12"LIFTS 01 BOT. HORIZ.WALL COLUMN/PIER/OR GRADE l� REINFORCEMENT BEAM TO BE CENTERED ON SECTION I FOOTING COLUMN/PIER/OR GRADE PIER SCHEDULE BEAM _ W I I I I MARK "X" "Y" VERTICAL _ sa- w w E-W DIR N-S DIR REINF. _ �._ z _j I I I I PIER/COLUMN Y 0 P-1 1'-0" 1'-0" (4)-#6 i i `I. v ❑ REINFORCEMENT IF REQ'D _ w I P-2 V-2" V-2" (4)-#7 UcU FOOTING REINF, 7W 1 ROCK BEARING z z w I I I FOOTING TOP 2 SOIL BEARING p U) REINFORCEMENT IF REQ'D, • • \ SEE SCHEDULE Q PIER SE T w I1iT,-11: .IiIiII- �� TOP REINF. IF REQ'D. —J 4 C ION DETAILS AND SCHEDULE w Z �� T SEE FDN. WALL/FOOTING 10 SECTIONS o —0— o —r 0 0 o CONTRACTOR TO OVERCUT S-200 0 _ L 24"AND BACK FILL WITH Cn U NOTE: w Cl) z - A ® l�-- ® • COMPACTION IN 12" LIFTS � w • PLACE LOWER FOOTING FIRST 0 1 z J J F z 7 STEPPED FOOTING DETAIL Q W z 0 TTOM REINF, (D ❑ ,y00 M I SEE SCHEDULE w� U_ 1--U 00 LL SCALE: 3/4"= 1'-0" 0) - 00 O w CV Q C� r � BOTTOM OF FTC. EL., NOTES: SEE PLAN (V J 0'-6" io J" PREMOLDED EXPANSION JOINT D- 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS o SLAB ON GRADE, SEE PLAN SLAB ON GRADE, SEE PLAN FOR REINFORCEMENT FOR REINFORCEMENT ISOLATED FOOTING SCHEDULE Revisions x x x x x —III—III— x x x x x x x No. Date Description BLAMING CAPACITY OF SOIL = 2000 PSFTIII II ��llf 1 04/07/2025 FOR PERMIT ALLOWABLE SIZE REINFORCEMENT CALLOUT THICKNESS ADDITIONAL INFO. 205/19/2025 FOR PERMIT CONNECT P.T. PLATE TO 3 I L LOAD LENGTH WIDTH LENGTHWISE WIDTHWISE � e 0'-4" t� #� �� ® FOUNDATION SHELF W/ 4 _-_- F-3.0 16.5 KIPS 3-0 3-0 1-0 (3)-#5 (3)-#5 90d HOOK @END c~n Z 5 --/--/-- ---- F-3.5 22.5 KIPS 3'-6" 3'-6" 1'-0" U) z 'z"0x12" LONG ANCHOR (3)-#5 (3)-#5 90d HOOK @END 00 BOLTS AT 3'-0"o.c. 00 ~ #5 DOWEL AT 18"o.c.W/ � — NOTE: Z w #5 DOWEL AT 18"O.C. W/ Z w .: F.:: .. �;:.. .; 1 ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING- FOR OFFSET FOOTINGS FURTHER 5� o 0'-10° HOOK 0'-10" HOOK Designed By :j AN CALCULATIONS ARE REQUIRED. o a CONT. #5 HORIZONTAL o a CONT. #5 HORIZONTAL Drawn By : AN 2) MINIMUM BASEPLATE SIZE IS TO BE 1'-0"x1'-0"x3/4". M (2)-TOP AND BOTTOM zn (2)-TOP AND BOTTOM �— • 2x4 KEY e 2x4 KEY Checked By : AA 0 5 HORIZONTAL @ b #5 HORIZONTAL @ 18"o.c. 18"o.c. o 3)#5 BAR CONT. 3)#5 BAR CONT. Date : 04/04/2025 AL ISOLATED FOOTING DETAIL BOTTOM OF FOOTING 0'-6" 0'-10" 0'-6" CONTRACTOR TO OVERCUT BOTTOM OF FOOTING0'-10" 0'-6" TO'-6- Scale: AS NOTED 5 EL. = SEE PLAN 24"AND BACK FILL WITH EL. = SEE PLAN 1'-10" S-200 SCALE: N.T.S. 1'-10' CONTRACTOR TO OVERCUT 24"AND BACK FILL WITH COMPACTION IN 12" LIFTS COMPACTION IN 12" LIFTS SLAB ON SHELF FOUNDATION DETAIL 6 SLAB OVER WALL FOUNDATION DETAIL S_200 S-200 Sheet# i JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall 1y"round holes may be cut above(must stack over wall below) Load bearing or braced/shear wall above anywhere in web outside of at 12"on-center g present) ALLOWABLE HOLES TJI Joists Plate nail, 16d 0.135"x 3Yz") Plate nail, 16d(0.135 x 3 Y") � „ Blockingpanel: 1Ya"TJ"Rim Board, R hatched zone if they are ( When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- P ® (must stack over wall below when resent - O located 3"away at 16"on-center �. �. y horizontally at 16' on-center - 1Ya or 1Yz TimberStrand LSL or No load bearing Blocking panel: trim sheathing tongue at rim board 16"on-center 8d (0.131"x 2Y")at 6"on-center ®. Nzv (edge-to-edge) ® Web stiffener TJI oist. wall above Min.distance from Table A Min,distance from Table B %"TJ Rim Board, 1)a"or Blocking panel: from a larger hole. required on both Plate nail-16d(0.135"x 3Y") , 1Y"TimberStrand LSL or ,. Web stiffeners required on 2x4 minimum Web stiffeners 1Ys"TJ"Rim Board, DO NOT at 16"on-center TJI®joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1Ya"or 1y"TimberStrand®LSL cut or notch flange. � Floor panel nail- " ( �•,nd ro 8d 0.131"x 2Y" at 6"on-center. boundary nails, at B3W ONLY or TJI joist f +l V� I • ( ) 8d(0.131"x 2Y") 14"or 1 Y" •• __ Andrews Web Stiffeners required Web stiffeners 6" O 6" ? Rim-to-joist q at 4"on-center � TimberStrand® Ys' �- E n g i n s e r i n g J I LSL rim board. required on both nail each side at A3._W 61 B1 W Toe nail-10d(0.131" sides of both joist 6" L1 2 x D1 D1 Closely grouped round Lz 2 x Lz Dz Toe nail, Toe nail, 1Y"TJ"Rim Board, When sheathing I holes are ermitted if 6 6 158 County Rd. 39, Suite 10 ' • 1 I x 3")at 6"on-center ends at 64W ONLY No minimu P minimum Nofleldcut Do not cut 10d(0.131"x 3") 10d(0.131 x 3") A3.1/A3.1 W only) thickness exceeds s", 12 Web stiffeners required DO NOT holes to (applies to all holes the group perimeter holes to holes larger Southampton, N.Y.11968 at 6"on-center at 6"on-center ( Y) q 1Y"or 1 Y"TimberStrand"LSL. trim sheathing tongue min. on both sides at B1 W End of joists at hatched meets requirements ehol for hatched ut holes in cantilever except knockouts) q than 1Yz^to Office: (631)259-3959 ® , Centerline reinforcement. zones round or square holes. zones cantilever TJI rim Joist at rim board and 132W ONLY of support Info@DiLandroAndrews.com Web stiffener PP Toe nail-10d(0.131"x 3") Table A - End Support Certificate No.: 0019523 required on both Must have 13/4"minimum at 6"on-center' Install proper blocking to Blocking panels may be required sides at A1W ONLY oist bearingat ends.Attach * support all panel edges B2 B2 Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W* 6(9* PP P g rim joist perA3 detail. O O O O walls above or detail 61 O O below-see detail 61 O O JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installations specifications see Rim Board A3.4 A3.4 �k DEPTH , „ Professional Seal "For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 eA3.3 P OO 2" 3" a" 5" 6Y 7" a/ 11' 13' 2'• 3" a' S' sY 7' s/" 11" 13 O O Nail through 2x_cantilever,wood backer and 110 r-o" r s° r-o" 3'-0" 5'-0° r-o" ram" r s° 3'�" a's°Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. W W Details and Installation in Weyerhaeuser Installation Guide lk'TJ"Rim Board or 14"or 1Yz"TimberStrand" Blocking TJI"joist web with 2 rows 10d(0.148"x 3") s z10 1'-0" 1'-s" z's' 3'-0" 5'f" ,'-o" 2'-0" 2 G" 4'-0" 5'-0" for Floor and Roof Framing, TJ-9001. LSL. Nail with 10d(0.131"x 3")nails, one each at panel nails at 6"on-center,clinched. J4 230 ram" 2'-0" 7-6" T-6" 5'-6" r-0" r-o^ T-0" 4'f" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3y")nails with 3Y"TJI" sso 1'-6" 2'-0" T-0" 4'-0" 6'-0" V-6" 7-6" T-6" F-0'• 5'-6" connections equivalent to floor panel schedule. joist flange widths. sso 1 -6" 2'-6" 3'-6" 5'-0" T-a' 2'.0" T-0" 4'-0' 5'-6" s'-0" 6'-0"length of TJI"joist 8"diameter maximum hole for 118"- ® 110 1A" 1'-a' ram" 2'-0• r-6" T-0" F-6" r-o" r-6" r-0• r-6" 4'-6• s-a' s'-0" lk'TJ Rim Board 14'or 1Yz"TimberStrand" 210 1'-0" r s° r-o° r-o° 3'-0• 3'�" s'-o" r-o" ram" z's" 3'-0° 5'-0" s s° s'-s° reinforcement and filler 16"deep blocking panels;6"diameter LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 1'-0" 1'$" 2'-0" 2'6" 3'-0" 3'�" s's" 1'-0" z-0" z's" 3'6" 5'-s" 5'-6" 7'-6" 4'-0"length of 8"diameter maximum hole for 11 8"- block. Use 4'-0"length maximum for blocking panels 9y" j 3so r-s• z,-6" 3'-tr 3'•6" T-s° T-0" T-o" r-6" T-s" 3'-6" T-6• s'-6" F-s^ T-s" 3 „ „ ® one each at top and bottom flange. with one 8d (0.131"x 2y") reinforcement 16"deep blocking panels; p diameter with 9Yz"and 11/ TJI deep or shorter than flanges. long. Attach reinforcement to joist nail at each corner F1 applies to 560 1'-6" 2'-6" T-0" 4'-0" F-6" s'-0" e'.0" 2'-6" T-6" 4'-6" F-6" T-0" 7'-6" 8'.0" 8"diameter maximum hole for on one side at E2, joists. Do not cut flanges. J � maximum for blocking panels 9Y" J 110 r-o° r-o° r-o° r-o° r-s" 2'-0° 3'-0° 5'-s° r-o" r-o° r-s^ 2'-0^ 3'-s" a'-o" s'-o^ a'-o° Web stiffeners 11/"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2Yz") uniform) deep or shorter than 12"long. Horizontal blocking Y 210 r-o° r-o° r-o° r-s° r-o° 2'-6" 3'-6" s'-o" r-a' r-o" r-o° r-s^ a'-o° 4'-6° s'-s° e'-s° kil oad from above required on both 6"diameter maximum for 1Y"TJ"Rim Board 14'or%" nail at each corner loaded joists 14" 230 r-0" r-0" r-0" r-6" 7-6" 2'-6" 4'-0" T-0" 1'-0" 1'-a' T-o" T-0" 4'-0" 5'-0" T-0" 9'-0" Do not cut flanges. panels between each J sides at E1 ONLY blocking panels 9Yz"deep or TimberStrand"LSL. Nail with joist. Nail to top plate with only. 360 r-0" r-0" r-6" r-6" 3'-6" 4'-0" 6-6" e'-0" 1'-a' r-6" 2'-6" a'-0" s'-0" s'-s" V-0" 9'-6" shorter than 12"long. 10d 0.131"x 3" nails,one 3 j> 5so r-o° r-o° r-o° 3'-0° a'�" 5'-0^ s'-s" s'-o° r s° 3'-0" a'-o" 5'-0" 7'-0" T-s° 9'-0° 10-0° r ., ( ) 12"length of/" connections equivalent to Wood I116 Do not cut flanges. 1Ya"TJ"Rim Board or 14"or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer �a+ e�e o�� 110 1'-0° r-0" r-01, ro° r-o° r-o" 2'-0° 3'-0° 5'-0^ ,'-o~ r-o^ r-o^ r s" 3'-T 3'-0" 5'-6" T-s° 10'-0" 210 _ TimberStrand LSL Nail with 10d one side at E5, 12"length of 3/" ti��`sec oa��oads 1s" z3o r-o° 1=o° 1=o" ,=o' r s^ r s° 3=0° a'-o° s=o° r-o^ 1=o" " 2=0" 3'-s' 4'-0" r-0" 9 0° FNEj'V(0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 t�` 1' to and bottom flange. Full depth vertical reinforcement on one side �� r \Eo 36o r-0" r-o" r-0" r-0" 2'-6" r s° a'-s° s'-s" 9'-0" r-0" r-o" ram° 3'-a' S'-o" 5'-s" s'-o° 10'-0° 1 r s° Q. N Q p g joist web with 3 rows P at E7, both sides at E8 F1 ca\e�gt lug 560 r-o" 1'4' r-0" 1'-0" 2'-6' 3'-0° 5'-0° T s^ 10'-0" r-0" 2'.0" 3'-0' a'-6° s'-s" T.0" 10'-0" 11,_0 .p 10d(0.148"x 3")nails at 6" blocking between O Attach reinforcement on-center,clinched. Use 2 each joist 4" 6" z" s" 10" 12" 14Y4" 16Y4" 4" s" 7" 8" 10" 12" 1a/" 16Y4" O O 2x4 minimum p" Less than 5" 2 squash blocks �l to joist flange with 2• to rows with 9y"and 11 8" Less than 5" E7 E8 18„ 3so r-tr' r-o° r-o° r-o° a'-o° 5,-s° s'-s" r-o° 3'-0" a'-s" s'-o° 10'-0° 1 r-o° 13,-6° � �a m Cr p 8d(0.131"x 2Y")nails at 6" a+`� TJI"joists. 560 r-0" 1,_0^ 1,_0" 2,_0° 4'-6° T_o„ 10'-6" 2,_0" 5,_0„ s,_6" e'_0" ,1'_0„ 12'-0" 14.0" , w 1Y"TJ"Rim Board or 2 \�u� on-center.When reinforcing E5 E6 Gap . WEB STIFFENER ATTACHMENT 20„ 360 r-0" 1'4' r-0" r-0" r-0" 4'-0" T-0" 10'-0° CS Use 2x4 minimum squash blacks to 1Y4"or 1Yz"TimberStrand"LSL. Face grain a� y"minimum 560 r-0" r-0" r-0" d` both sides,stagger nails. 3 , 9720 transfer load around TJI joi5;t Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3Y2" TJI®joist flange widths 1® 2/a'maximum Table B - Intermediate or Cantilever Support FOA90F E1 E1 W nails,one each at top and E2 E3 (%"for TJI Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort ESSIO bottom flange. EXTERIOR DECK ATTACHMENT Option#1. 560, 560D) See table below. TJI"joist blocking with end JOIST a ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Apply subfloor J 9 . L Web stiffener both sides. DEPTH TJI Structural exterior sheathing blocks Installed atY joist-span r' 3~ a" s" sJ;'• r' a%" 11' 13" 2'• 3" a~ s" sY" r' e/" 11• 13" Flush bearinglate required. adhesive to all See table below. •With point load from above,and no support Double TJI"Joist Filler Block: P q Flashing locations using 110 r-o° 2'-s" T-6" 4'-6" T s° r-6" 2'-6" T-6" 6-6" s'-6" Hanger height must contact surfaces below,install web stiffener tight to top flange g g Hanger Backer Block: Install tight Maximum overhang two 8d(0.113"x 2y") Tight fit* a 210 r-o° r-s° 3'-6° 5'-0° a'-o° r-a' 3'-0' a'-o" s'-s° 7'-s° be a minimum of 60% Attach per the table. (gap bottom flange) 9Y" of'oist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 r-s" 3'-0° a'-o" 5'-6" a's° 7-0" 3'6° a's° s's" r-s° p l p flange with face mount hangers). - a� Nailing Requirements 3so 3'-0^ 4'-0" 5'-6" 6'6" 9'.0" 3'-0° 4'-6^ 5'-6" 7'-6• 8'.0" whenalternating b esides.Clinch nails ;,. Clinch nails when possible. See fastener e ,o\�tieQ a�. Zy screws,tye cal TJI"Joist Series (in.) Stiffener Size b Type Number Nails 5so 3'.6" 5'-0" s'-o" 7's" 10'-0" a'-o" 5'�" s's" s'-o" s'-o" P ® End Intermediate 110 r-o" r-0" r-6" 7-6" 4'-0" 4'-6" 8'-6" 1,_0" r-6" 2'.6" 4'-0" T-0" T-0" 9'-6" W table below. Maintain 18"TJ Rim Board or 1Ya" p�c� 11 '• t •.''.•, ® 'C( 5 �, 5 „ 210 T_0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0'• or%"TimberStrand LSL. 110 All /a x 2/s "' �n .•,••.. 2"distance(minimum)from 3 „ 5 8d 11/" 230 r-0° r-o° r s° 3'6° 5'-0° 5'6° 10'-0" r-o° 2'6° 3'6° 5'-0" e'-s" s'-o° 10-s• �n �J 210 All /a x 2/s" 360 T-0" T-0" 4'-0" 5'-6" T-0" 7'-6" 11'-0" T-0" 3'-6" 5'-0" T-0" 9'-6" 9'-&' 11'-0" V Top mount edge of ledger to fastener. :•' 230&360 All %8'x 2%s'ro (0.113"x 2Yz") 3 3 560 r-6" 3'.0" 4'-6" F-6" a'-0" 8'-s" 12'-0° 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 1 r-0" 12'.0"hanger t tl �� Option#2: 7 Fastener Allowable LOadfz)(Ibs/bolt) 2X_strapping installed at Y 16d 110 1'-0" 1'-0" 1'-0" -1'-0" T-0" 2'-6" 4'-6" 8'-6" 1'-01, 1'-0" 1'-0" 2'-6" 5'.0" 6'-0" 9'-0" 12'-0" Z W 560 All 2x4(2) 210 1'-0" 1'-0" 1'-0" 1'-0" 2'�„ T-0" 5'-6" 9'-6" 1'-0" 1'-0" T-0" T-6" 6'-0" T-0" 10'-0" 13'-0" Backer block (0.135"x 31z") 14" 230 r-0" r-0" r-0" 2'.0" T.6" 4'-0" 6'-0" 10'-6" r-o" r-o" r-s" 4'-0" 6'-6" T-6. 11 1-0" IT-6" Face mount Yi'Through bolt joist-span locations using two both sides of web Rim Board Material Y2'lag bolt Yz"Through bolt with Air Space "screws per joist,typical hanger P j YP 18" 4 4 360 1'-0" 1'-0" 2'-0" T-6" 5'.6" 6'-0" 8'.6" 12'-6" 1'4' 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" With Single TJI"joist 1Y8'TJI Rim Board)3) 480 695 1 4'TimberStrand LSL 610 725 615i^� Option#3: 20" i2j 16d 5 5 560 1'-0" 1'-0" 1'-G" 3'-G" 5'�" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" Web stiffeners required if sides of 560D 22„(3j 2x4 (0.135"x 3Y2") 6 11 110 1-0" r-0" r-0" r-0" r-0" r-0" 2'-6" 6-0" 8'-6" r-o" 1'.0" r-o" r-0" T-6" 4-6" 8'-6" 1r-s" 15'-0" �/ With top mount hangers,backer block required only 1 Yi"TimberStrand LSL 671 725 Directly applied ceiling 210 r-0" r-0" r-0" r-0" r-0" r-0" T-6" 6'-0" 10--0" 1'-0" r-o" r-o" r-6" 4'-6" 5'-6" 10'-0" 12'-6" 1s'-0" I• f H1 hanger do not laterally support at a H3 3j W least 8"of TJI"joist top flange for downward loads exceeding 250 Ibs or for uplift (1)Corrosion-resistantfasteners required for wet-service applications. PB1 When specified on the layout, one of W 24" 6 13 1s 230 r-o° 11 r-o° r-o° r-6" z'-0" a'-0° s's° 1 r-o° r o° r.0" r-o" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" O J g o LA 2 Allowable load determined in accordance with ASTM D7672. p y 1 Psi or PS2 sheathing,face rain vertical LL conditions.For nailing requirements see page 5,TJ- O O O O 9, 9 360 r-o° r-o° r-o^ 1'-0" 3'-0" a'-o° s'-s° 10'-0' 13-6 1.-o r o° 2'-0" 4-4' T-s° 8'-6- 13'-0° 1a'-s" n'-o" O 3 1)e"TJ®Rim Board is allowed with joist depths<_16°only the bracing options above is required 2 Construction rade or better 560 r-o° r-o° r-o° r-0" 2'-6" T-6" T-o° 1r-o~ ,5-0° r-o° r T-6" 5'-6" 9'-0" 10'-0" 14'-s° 1s-o° 1s'-o° 9001, Weyerhaeuser installation Guide for Floor and ( ) j ( ) 9 W Roof Framing, TJ-9001. (4)Maximum y"shimmed airspace. 3 Web stiffeners are always required for 22"and 24"TJI"560D Joists O 4" 6" 7" 8" 10" 12" 14%" 16%" 4" 6" 7" 6" 10" 12•' 14Y4" 16Y4" BEAM DETAILS FASTENING of FLOOR PANELS 360 r-0" r-0" r-6" T-0" 6'-0" 9'-0. 14'-6" r-0" 4'-0" s,-6" 9'-0" 14'-6" O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18 sso 1'-0" 1'4' 1'-0" 2'-0" 6'-0" 10'-0" 1F-6" 1'-0" 6'-0" 8'-6" 11,-6" 16'-s" ,a'-o" 1s's" TJI (1)(z) Rim Board 1�4• TJIle Joists 110 210 230 or 360 360 560 560D 360 1'-0" 1'-0" T-0" 1'4' T-0" 6'-0" 11'-0" 15'-0" 1,-0" 1'-6" 4'-0" 7'-0" 12 6" 1s's" 19'-0" 20 6" J o ® ® e 20' 560 1'-0" 1,-0" 1'-0" 1•-0" 1'-6" 5'-6" 1.,-G' 1" BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 11 d 210, 36o and Rim TJ® TimberStrand"LSL TimberStrand LSL Microllam Parallam z LL BEARING AT WALL and 230 560 Rim Board 1 1yz" or wider LVL PSL Depth 9Yz"-11/s" 14'•-16" 9Yz"-11%" 14"-16" gY••_11%" 14"-16" 18"-20" 117/" 14•-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. OR WINDOW HEADER CONNECTION CONCRETE WALL Y4 • LeaveYB'of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. J '^ 8d(0.113"x 2Yi'),8d(0.131"x 2Y") 4" 3" 6" 4" 3" Y 4" 4' Filler Block(1) 2x6+8" 2x8+Ys" 2x6+Yz' 2x8+Y" 2x12+Y" Two Two Two Four YV x 15" e Tables are based on uniform load tables in current design literature. �JJ 1Ya"TJ"Rim Board or Strap per code if top plate 2x6 2x8 4"(3) 4"(3) (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing or 1 yZ'TimberStral 1d" is not Continuous Over 10d(0.148"x 3"),12d(0.148"x 3Ya'") 6" 4" 3" 3" 5" 4' • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located -I 3 � 3 + + + + " I occur h i x at the center of the joists an provided that no other holes occu the joist. LSL or blocking for lateral header 16d(0.162"x 3Yi') 6" 6" 16"(<) 6"(s) 6"(s) 6"Is) 8"(a) 6" Cantilever Filler 2x6 2x10 2x6 /a 2x10 /s 2x6 Yz 2 10 Y Not ) P p j U support s (Detail E4) N-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable ^_ PP (1)Stagger nails when using 4"on-center spacing and®aintain/e'joist and panel edge distance.One row of fasteners is pe•mitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams I..L panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for 1 W Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block I) e ' 3 „ 7 7 „ 3 „ R J W (Detail F1 V or/q Y' or 7" / or V Net 2x6 2x8 2x12 Two/a x 15" 1.55E TimberStrand@ LSL Headers and Beams Q plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least''/z'and staggered. or H2 sheathing over Column (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the Top mount 4 Filler (0.131"x 3 z') largest hole(minimum) ( )Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Nail Size (0.131"x 3") hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y;'(to minimize splitting). Backer (0.131"x 3") Protect untreated Y depth Allowed hole zone Column Face mount (6)Can be reduced to 3Y"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Filler 32 50 wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail hanger contact with recommendations listed above. Quantity(z) Backer 15 15 15 r - ----- -- ----- - L1 L2 L3 See current Weyerhaeuser concrete ■Maximum nail spacing for TJI®joists is 18"on-center. ---- -------- 0 L O O 1 If necessary,increase filler and backer block ei lit for face mount hangers and maintain a at to of'oist�see detail W.Filler and a k r block -- Y L4 ®• ( ) ry, e b c h g g Ye gap p l b c e O literature for framing connectors O ■14 ga.staples may be substituted for 8d(0.113"x 2y")nails if minimum penetration of 1"into the TJI joist or rim board is achieved. dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 0 0 0 0 0 1.55 E TimberStrand"LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y2 x nail diameter or Y8",whichever is greater. (2)Clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at leastYz"and staggered. Depth Hole size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor 9Ya'"-9Jz" 3" Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. Joists must be laterally supported at 8" 8" 11Y4"-11%" 3%" Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" 4 e" Piece #of Fastener TJI®joist floor framing does E1 panels, hangers,or direct attachment to General Notes See Illustration for allowed hole zone Width Plies 0) not require bridging or a rim board or rim joist. 0 Allowed hole zone suitable for headers and beams with Type Min. Length #Rows O.C. Spacing Location When fasteners are required on both 4 9 g (2) sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. P g • Round holes only W BEARING AT 10d nails 3" 3 12„ side so they fall halfway between No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3Ya" 2i2j One side fasteners on the first side. Screws 3 8"or 3Yz" 2 24" 10d nails 3" 3'Z) Al H2 Other Trus Joist® Headers and Beams Q z) 12" Both sides DO NOT bevel cut joist Rim board joint e J 12d-16d nails 3 Y" 2 J between joists Microllam LVL 3 E2 1 DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL =3 beyond inside face of wall. 1/" 3/"or 3Y" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the X depth Screws 2 24„ Load must be applied evenly across 3. largest hole minimum 5" One side entire beam width. Otherwise, use � face of support member. g ( ) U • •••'•.• •• DO NOT cut,notch or drill Verify column capacity 10d nailsP, 3" 3(2) connections for side-loaded beams. holes in headers orbeams O/ z and beam bearing12" One side --- -- (p ply) except as indicated in L5 12d-16d nails''' 3Yd 2iZ' (per I d -1 P length.See current 4 '•.•• o L--- ---_J o o Illustrations and tables. Q Weyerhaeuser literature. Screws 5"or 6" Both sides J J 2 24" Multiple pieces can be nailed or bolted together to CS 6 3q" One side L6 form a header or beam of the required size, up to a TJI"rim joist Microllam® LVL and Other Trus Joist"Beams Q W 00 5"or 6" Both sides O maximum width of 7" Of Screws 1Y"TJ"Rim Board or Parallam®PSL Header or Beam Maximum Round �-- Screws 2 24" L3 14"or 1 Y"TimberStrand"LSL. allowed hole zone Depth Hole Size U L0 'd- 3%" 2 6%/ One side a y"bolts 8" 2 24" - A2 middleY3span 5Y" 1�4' 0 N Q ® L1 d 1.3E TimberStrand# LSL allowed hole zone d 7Y4%20" 2" (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK � CAI J r COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 H1 See illustration for Allowed Hole Zone 13- (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 BEAM ON B2 . Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only ReVISIOIIS COLUMN CAP NAILING AT BEARING (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers. • No holes in headers or beams in plank orientation. No. Date Description 1Ya"TJ"Rim Board or (Load bearing wall above) 1Ya"or 1 Yz"TimberStrand"LSL. Joist may be shifted up to 3"if O Use B1 or B2 at 1 04/07/2025 FOR PERMIT One 10d(0.128"x 3") p floor panel edge is supported intermediate bearings One 8d 0.113"x 2Y") nail into each flange B4 9 2 05/19/2025 FOR PERMIT ( and span rating is not exceeded. with load bearingor Joists are unstable until braced lateral) WARNING nail each side. Drive Do not cut joist flanges. y ---- nails at an angle at braced/shear wall _ _ __ ____ g Plumbing Drop g Brazing Includes: Lines 4 ___/ _/ least 1Y"from end. • Hangers • Rim Board • Rim Joist P1 End ofjoists from above • Blocking Sheathing 5at /--/-- 3Y"minimum of support centerline L2 COLUMN BASE 3 intermediate bearing Also see detail B2 1/'minimum end bearing 9 l ,,/' .- single-family app'ications 5Y4"may be required for maximum H1 0 r Shear transfer:Connections equivalent capacity ° ��Z - _ Designed By : AN I to floor panel nailing schedule / cr d Drawn By : AN Rim to TJI®Joist ° / DO NOT walk on joists DO NOT walk on joists DO NOT stack building Checked B AA 1Ys"TJ"Rim Board, ® ° / until braced. that are lying flat. materials on unsheathed y 1Y4'or 1 Y"TimberStrand"LSL. TJI 560 rim joist:Toe Additional joist is required if ° / ® nail with 10d(0.128"x 3") O o \ , • / INJURY MAY RESULT. joists. Stack only over or TJI 110 rim joist: floor panel edge is unsupported L4 i WARNING NOTES: beams or walls. nails,one each side of p2 One 10d(0.131"x 3")nail into TJI"joist flange TJI"560 or if span rating is exceeded. ! 'a. ° LA Exterior Deck DO NOT use sawn each flange • . ; .4�' Attachment proper 9 9 :'�,.�:.:a:,..•.:..y u.'.�,.:,:a. ,a .:�,..,.,',z. Lack of ro er bracing during construction can result in serious ® floor joist lumber for rim accidents.Observe the following guidelines: Date : 04/04/2025 TJI 210,230,and 360 rim joist: a 4 Structural board or blocking, One 16d(0.135"x 3y")nail into INSTALLATION TIPS O 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. Scale: AS NOTED ELEVATED ° 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 each flange. •Subfloor adhesive will improve floor performance, but COLUMN BASE 3 With de the> 16", use TJI"360 rim joist. P P ° after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1%"minimum bearing P 1 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 joist Top View p Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or Locate rim board joint between joists. Safety bracing(1x4 engineered lumber. 9, 9 Y 9 Y P 9 •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 132). 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. of a TJI"joist(with web stiffeners)is not a substitute concrete 1Y"knockouts ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1Ya"TJ"Rim Board or for squash blocks or blocking panels. at approximately 6.The flanges must remain straight within 1/2"from true alignment. y'-:�°'•:•;� , ,,.:•;': PP Y Fasten at each joist with S 3 0 2 1Ya"or 1 Yz"TimberStrand"LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning:Drilling, sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California •� 1 9 P (see WARNING). P Y Optional partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer. For more information on Proposition 65,visit .com/inform. P3 non-shrink plumbing or HVAC. O TM flush with inside face Drive nails at an See framing plan(if applicable)or s of wall or beam SUSTAINABLE grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). FORESTRY side o1 member at bearing, angle to minimize Y 1 P g p( ) INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of g, splitting of plate and Roof Framing, TJ-9000. For minimum WeyerhaeuserO Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. Sheet# 1y"minimum from end end and intermediate bearing lengths. W��. Certified Sourcing www. p W.W s 000� September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framin TJ-9001 and the Deen De nth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. i i ROOF FRAMING DETAILSHip/Valley Intermediate Support Heel Connection (Platform) Outlooker Detail Connect rafter to hip with five 16d (0.131"x 34") nails. Ridge Connection Connect rafter to valley with 16d (0.131"x 3Y4") nails per table below. 9 Dormer Framing TimberStrand®LSL or TimberStrand® LSL rafter 1x_or 2x_ceiling joists 1 Toenail with fou-16d 0.131"x 3Ya" nails „ Four 16d 0.131"x 3/4" nails r ® ( ) Attach blocking to lateral bracing at 48 ( ) = .. Microllam LVL ridge board each side, or four 16d (0.131"x 3Y4'") nails at each end of strap/cleat through ridge inlo rafter rafter with two 16d on-center or as specified 1 Cl rCt (0.131"x 3/4") nails Toenail hip/valley to a: � Sheathing or other lateral post with three Header joist see plan -��"�°�-----j. ��i n a�r i n s Andrews TimberStrand® bracing as required Hip member or Toenail header to rafter with four 16d (0.131"x 3Y") valle beam 16d (0.131"x 3Ya'") nails from each side, or use a hanger for reactions LSL rafter y nails per side exceeding 500 lbs. See Framing Connectors tables So County R, N.Y. Suite 10 Lateral blocking per � 9 9 code or for lateral in Weyerhaeuser Roof System Guide, TJ-9005 for Southampton, N.Y.11968 wind requirements TimberStrand® LSL Sloped bearing surface hanger capacities. Office: (631)259-3959 ceiling joist Attach post to bearing wall or Info@DiLandroAndrews.com beam with three 16d (0.131"x Beam or ceiling joist Certificate No.: 0019523 A23 or A3 clips each side. 2x TimberStrand® LSL plate 2 times joist spacing, 3%") nails per side sized to support post Addresses lateral load only, minimum ( Y, (connection design may be 01 not intended for wind uplift.)* required, contact your 11 Professional Seal 3"maximum rafter Weyerhaeuser representative) Additional connections may be required seat cut overhang Attach late to rim with 1. Structural sheathing Rafter-to-Valley Connection to resist wind forces in high wind zones p Rafter Rafter Roof Snow Load 16d (0.131"x 3 a") nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL at 12"on-center Spacing Span p 9 Number of 16d (0.131"x 3,Y4") nails required Minimum Ridge Board Depth *Angle Clips 6' 5 5 5 SizeRafter Pitch 1 4:12 to 9:12 10:12 to 11:12 12:12 Hanger ClipNailing S 6 8 Ridge Board Sizes Type 16" 18,Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 6 9 12 See plan for member 24' 8 12 * 2x6 2x8 2x10 2x10 Simpson •For lap connection nail quantity requirements, see Rafter Span and Heel 6' 5 5 7 Strong Tie® A23 10d x 1y 10d x 1y' Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. Ceiling outlookers 2x8 2x10 2x12 2x12 g y y g at hip end 12' 6 8 11 O 2x110 14" 14" 14" O USP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. 24" 20 2x12 14" 16" 16" 22 Connectors® A3 10d x 1y" 10d x 1y" -If 8-15 nails required, use two A23 or A3 clips, each side. 18' 9 13 * OF NEW 24' 12 Open, see plan �� y0 NEN R y ,p R R *Contact your Weyerhaeuser representative 24 26 for additional connection information. O� = m � P" Z LL, Fp 097261 Trimmer joist see plan A90FESSIONP� Hleel Connection (Lap) Valley -to-Hip Connection TimberStrand® LSL rafter Hip/Valley Low End Sloped hanger y Hip/Ridg e/Valle / Post Detail Hip member or (sloped/skewed if roof Sheathing or other lateral valley beam pitches are unequal).i'I Hip member LLB 3" Maximum rafter TimberStrand® LSL or bracing as required ® Notch TimberStrand®LSL Hip/valley 00 seat cut overhang Microllam LVL ridge board D hip/valley to sit on post depth (d) Depth of hip/valley (minimum of 75%of original at seat cut(y). z LLI member depth must remain). See table below Toenail hip to ridge with five Ridge board. Toenail ridge-to-hip with four - 16d (0.131"x 34") nails. 16d (0.131"x 3/a'") Q UJ TimberStrand® LSL Connect rafter to nails n/ W Attach blocking to rafter with ceiling joist valley using 16d 27 >-- two 16d (0.131"x 31/a") nails (0.131"x 3Y4") nails(�) LIJ for heel/lap connection 16d (0.131"x 3Ya'") nails LL 0 3:* Attach hip/valley member to plate Lateral blocking per code or Post or bearing wall with three 16d (0.131"x 3Y4'") nails Valley beam. Connect to hip for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. O Toenail rafter to to late with with two 16d (0.131"x 3Ya'") nails HI (Valle Depth m P�P1� P y Contact your Weyerhaeuser representative for sizing of a hip three 16d (0.131"x 3Y") nails Minimum Percentage of Original Hip/Valley Hip/Valley Depth Required or valleywith a -I TimberStrand® LSL rafter Member Type TimberStrand®LSL Microllam®LVL point load. J Hip Member 30% 50% (1)See Framing Connectors in Weyerhaeuser Roof System Guide, _ T For heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90% R TJ-9005 for hanger capacities.Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 r21 See Rafter-to-Valley Connection table in Detail R26 above. -J >- W �- 0 ® '" ROOF DETAILS General Notes A WeMhlet cr Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-%"or%" 2x4 one side. Use 2x6 if TimberStrand LSL rim board 2x4 one side. Use 2x4 both joist spacing is greater than 24"joists and when the sides of the hanger Beveled web stiffeners required on j P 9 9 do not latterally support at least%"of the both sides. Cut to match roof slope. INTERMEDIATE BEARING sides if joist spacing is p 24"on-center. TJI®joist to flange.Also see framing Ian. Blocking panels or shear blocking may be �� greater than 24"on-center. J p 9 9 P Web Stiffener required on specified for joist stability at intermediate supports Two rows 8d tk F,q p 1 Y pp (0.113"x 2Y")nails � Shear blockingboth sides at R3W ONLY 1 - at 8"on-center 1}�.' %"TJ®Rim Board, ® Web stiffeners Twist strap and backer block required at T 10d(0.128"x 3") 1Ya"or 1%"TimberStrand required on both ®. Variable slope seat R7S with slopes greater than 3:12.See nails at 8" LLB LSL or TJI Joist. connector Birdsmouth cut sides at R7W ONLY Nailing Requirements at Bearing in on-center required on ®j must not Weyerhaeuser Installation Guide for Floor z Web Stiffener re q TJI joist flange overhang inside and Roof Framing,TJ-9001. Q 1 both sides at R1 W ONLY must bear fully on face of plate. Beveled 2x4 block plate. Beveled 2x4 block with Beveled bearing plate )/3 adjacent span maximum 2 \�v Beveled bearing Z T . beveled web stiffener on ��` �L. 2 plate required when 'L� � opposite side of web tea+ Beveled web stiffeners required when slope 2x4 block for soffit support slope exceeds when a�`� on both sides _ exceedsYa:12 R3 R3W R5 R7 R7 R7 R8 R9 BIRDSMOUTH CUT allowed at low end of joist only �/ z BIRDSMOUTH CUT allowed at low end of joist only W S R7S is allowed only with joist depths < 16" BIRDSMOUTH CUT allowed at low end of joist only O +' P `Y3 adjacent span maximum J R1 R1 W ~ L.L. co 00 b W 0) d7 Filler block:Attach per the table below. N r Clinch nails when possible. Backer block:Install tight to bottom flange(tight to top flange with top mount R N J hangers).Attach per table below. 11 LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 No. Date Description 1 04/07/2025 FOR PERMIT Strap nails: 2 05/19/2025 FOR PERMIT Leave 2Y8'minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) distance Y3 Y Y 3 --I--/-- ---- 2.(4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 4 --/--/-- ---- TwoLSTA18(Simpson Strong-Tie Tie®or USP Double joist sites if joists spacing is ( p g- Structural Connectors)strap with twelve Variable slope joist hanger. Beveled Field trim to match joist depth at outer edge rows 8d(0.113"x 2y") j P g Structural Connectors® strap with P j g Y may be required 5 --/--/-- ---- .0 c� greater than 24"on-center. ) P 10d(0.148 x 1y")nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. nails at 8"on-centers p o twelve 10d 0.148"x 1Yz")nails ® a Y when L exceeds L ( slopes greater than 3:12 Use 1 y"TJ Rim Board with depths<_16". 11 y" Additional blocking y joist spacing 7 Additional blocking ® TJI®Flange Block Nail L = may be required for may be required TJI Depth, D Width Type Size Quantity Allowed hole zone Designed B shear transfer y q y Beveled web 9 Y AN for shear transfer. Filler 10d(0.128"x 3") 10 Y3 3 Y3 Blocking stiffener each Filler less than 3Y" ®. Drawn By : AN Strap nails: 9Yz"<D<_16" Backer 10d(0.128"x 3") 10 I /as required side of TJI joist Beveled 2x4 block. Leave 23/"minimum Strap nails: 3Y.,end distance Filler 16d(0.135"x 3Y2") 10-each side Yz web Checked By : AA 3 Second beveled web Leave 2/8'minimum Backer 10d(0.128"x 3") 10 Yz � 2x overhang. Notch TJI®joist flange must stiffener required on end distance Filler 10d(0.128"x 3") 15 around TJI®joist top bear fully a plate. opposite side at R10W only. Double beveled bearin late less than 3Y" g p Backer 10d 0.128"x 3" 15 ( ) Maximum allowable V-cut End wall flange. Birdsmouth cut must not when slope exceeds Ya:12 Variable slope joist hanger. 16"<D<_20" Beveled web stiffener Filler 16d(0.135"x 3Y") 15-each side ®, overhang inside face of Beveled bearing plate required 3Yz" For TJI joists with slopes of 10:12 to 12:12,the vertical depth of Date : 04/04/2025 required each side. Backer IOd(0.128"x 3" 15 ® plate. when slope exceeds Ya:12 Web Stiffener required on q ) shear blocking at bearing will require %"TJ Rim Board or% or H5 Filler 16d(0.135"x 3Y") 25-each side Sg %"TimberStrand®LSL that is one size deeper than the TJI®joist. O gC BIRDSMOUTH CUT allowed Scale: AS NOTED R10 R10 R14 R14 both sides at R14W ONLY H5 O H5S is allowed only with joist depths< 16" 20"<D<_24" 3y�� O ® ® O O Y J P _ Backer 10d(0.128"x 3") 15 DO NOT use %"TJ Rim Board with 18"-24"TJI joists or in at low end of joist only H6S is allowed only with joist depths< 16" vertilation-hole applications. H6 H6 For filler and backer block sizes see Weyerhaeuser TJI® 8S Joist Specifier's Guide,TJ-4000 Weyerhaeuser Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this S-303 product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer.For more information on Proposition 65,visit wv.com/inform. SUSTAINABLE FORESTRY Y We erhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of INITIATIVE A Y 9 Certiffied Sourcing Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. �_.�She�et# W W W Zfiprbg_. a40000e October 2017 Reorder TJ-4014 i TOP OF STEEL BEAM COLUMN z STEEL COL., SEE PLAN WIDTHDiLandro _ - r�iv +6" w 2 -3/4"0 F1554 GRADE 36 0'-8" " ' N O + ( ) Andrews o U 1/4 I I ANCHOR BOLTS W. 12" o i — Engineering EMBEDMENT AND 3" HOOK CENTER O O 4"THICK BASE PLATE ON CONNECT FLANGES 158 County Rd. 39, Suite 10 LINE ' 1"THICK LEVELING PLATE 0'-3" TO PLATES W/(4)-3/4"0 Southampton, N.Y.11968 a BOTTOM OF STEEL BEAM TO MATCH BASE PLATE z a"x12"xBEAM GAUGE A325 SLIP CRITICAL FULL PEN Office: (631)259-3959 1�" 0-11" w = STEEL PLATE 0'-1i" BOLTS TYP. BOLT LAYOUT DETAIL A-A Info@DiLandroAndrews.com 2 2 DIMENSION ON g i- 2 EXTERIOR FACE OF - o Certificate No.: 0019523 1 4' NON SHRINK GROUT w w FOUNDATION WALL, SEE 3"SDS SCREW STAGGERED AT 6"O.C. FOUNDATION WALL PLAN AND DETAILS FOR imp (2)-ROWS 1"0 THRU BOLTS AT 16" THROUGH PLYWOOD, 2x NAILER, AND CEN; ER 2 LOE REINFORCEMENT O.C., STAGGERED AT 8"O.C. STEEL FLANGE. PREDRILL THROUGH STEEL Professional Seal 5/16 O O Q WHEN THICKNESS IS GREATER THAN 0.24" TYP. PLAN o ELEVATION O I Q 2X NAILER(S) F- COLUMN rn w TYPE 1 BASEPLATE BEAM #OF 4"A325 S.C. MOMENT 0 WIDTH o SIZE BOLTS T&B FLANGE CAPACITY(kip"ft) +6 ? STEEL COL., SEE PLAN Wg 4 16 (3)-3/4"0 SINGLE (3)-3/4"0 SINGLE r-u,, � 4 20 PLATE PLATE o O (4)-3/4"0 F1554 GRADE 36 W10 6 31 CONNECTION W/8" CONNECTION W/8"1/4 ANCHOR BOLTS W. 9 O EMBEDMENT AND 3" HOOK4 25 THICK PLATE THICK PLATEW12 6 37 e"xFLANGE An ' t CENTER 4"THICK BASE PLATE ON WIDTHx6 " PLATE111 �oF NEw LINE - i Ion 4"THICK LEVELING PLATE 8 50 FULL PEN O O TO MATCH BASE PLATE w = 4 28 I ( TJI/LVL FLOOR JOIST �P NENRY O9� DIMENSION ON z! i- W14 6 43 O� O IN 0' 1 l 0'-11" 1 a I I ¢ SIMPSON FACE MOUNTED HANGERS = A 2 2 1 a NON SHRINK GROUT m wo FOOTING, SEE PLAN AND 8 57 (IUS @ WOOD FLOOR FINISHES, F' $ m w M1U @ STONE/TILE FLOOR FINISHES) o � DETAILS FOR CENTER REINFORCEMENT STEEL BEAM, SEE PLAN FOR SIZE. 72 LINE OA PROVIDE LVL BLOCKING RIPPED TO R�FESSIONP� PLAN ELEVATION BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES w TYPE 2 BASEPLATE z STEEL COL., SEE PLAN 3 TYPICAL STEEL BEAM PAD OUT AND NAILER COLUMN WIDTH +1/2 0 = 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION s-400 SCALE: 1-1/2" = 1'-0" " (2)-3/4"0 F1554 GRADE 36 1/4 I I ANCHOR BOLTS W. 12" S-400 EMBEDMENT AND 3" HOOK SCALE: 1-1/2"= V-0" O CENTER O 4"THICK BASE PLATE ON STEEL COLUMN, SEE PLAN LINE "'THICK LEVELING PLATE TO MATCH BASE PLATE w v 0'-1�" DIMENSION ON 2 F_ co 2 1 1" NON SHRINK GROUT w w + a m p FOUNDATION WALL, SEE 114 = COLUMN WIDTH +3 1/4" PLAN AND DETAILS FOR REINFORCEMENT (2)-R 9x3/8x0'-3", (1)-EA. SIDE, w CENTER (2)-114"ANGLES 0 WITH (2)-HOLES FOR$" z LINE I THRU-BOLTS J J PLAN ELEVATION (3)-3/4"0 A325 BOLTS I I O Q O (2)a"0 A 325 BOLTS AT W8'S O �— v TYPE 3 BASEPLATE � I I O W 0 0 (3)-3/4"0 A325 BOLTS J 1 SINGLE PLATE TYPICAL STEEL BASE PLATE DETAILS CONNECTION W/a" R 9x3/8xBEAM O w S-400 SCALE: 3/4"= 1'-0" ( I THICK PLATE WEW8 WIDTH +2' L1J I ( ) � CO M I I LVL BEAM (2)-1/2"0 A307 THRU-BOLTS; I 1/ NICK THREADS TO PREVENT R 3x3/8xBEAM BACK-OFF BOLTED DOUBLE ANGLE WIDTH +2" SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED CONNECTION AS PER AISC WIDTH, DEPTH TO MATCH SCREW @ 3"O.C. OR JOIST/RAFTER APPROVED EQUAL. MINIMUM (2) PER BLOCKING MEMBER 4 TYPICAL STEEL BEAM CONNECTIONS TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN z 1tb G b Q L3x3xl/4 TUBE POST WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR SIZE&SPACING SIZE&SPACING V STEEL BEAM, z SEE PLAN FOR SIZE Q AND LOCATION J J A A PROVIDE (2)-3/8"STIFFENERS Q w (ONE EACH SIDE)AT ALL 00 PIPE PO:�T TYP. AT TOP w M Z GIRDER BEARING POCKETS W BLOCKING;AS REQUIRED AND BOTTOM 3/16 o N J AFTER BEAM IS INSTALLED FILL POCKET SOLID WITH CONCRETE a PLAN AT PIPE PLAN AT TUBE NOTE: AT TJI =RAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X 4"X BEAM WIDTH +6" Revisions W/(2)-5/8" 0 A36 THRD. RODS X 8" LONG W/STD. HOOK No. Date Description 2"MAX SHRINK GROUT 1 04/07/20251 FOR PERMIT L3x3xl/4 SOLID FULL DEPTH BLOCKING; 2 05/19/2025 FOR PERMIT AS REQUIRED FOUNDATION WALL 4 --/--/-- ---- PIPE/TUBE POST N 1"TYP Designed By : AN Drawn By : AN WOOD FLOOR JOIST/ROOF RAFTER 1/4 Checked By : AA (2)-1/2"0 A307 THRU-BOLTS, NICK THREADS TO PREVENT BACK-OFF 6"TYP. (OF 12"WALL) 4"TYP. (OF 8"AND 10"WALLS) Date : 04/04/2025 ( Scale: AS NOTED I TYP. NOTE: Lj 3/16 @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND FILL WITH GROUT UPON INSTALLATION OF BEAM A - A 7 BEAM POCKET DETAIL S-400 6 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS S-400 SCALE: 3l4"= 1'-0" S-400 SCALE: 1-1/2"= 1'-0" Sheet# I i PROVIDE DECK CONTINUOUS OVER END BEAM DiL Hato 2A 2A CJP TYP _._ ~....._.�.._....}:- - �'afiErlr T&B FLANGE N Engineering MIN) (2'-0" MIN) ADD#4 COST Engineeri ADD#4 CONT ADD#4 CONT REBAR OR WWF REINF 158 County Rd. 39, Suite 10 J J BEND REBAR 180° _5 m Officea(631)259 395968 Of Southmpton, N.Y.119 ADD#4@12" ADD#4@12 U I U I _ AROUND#4 BAR - w BEND REBAR BEND REBAR 180° M !" ter' CertInfoificate No 0019523com AROUND#4 BARAR AROUND#4 BAR FOR SHEAR PL, WELDS, • • 10GA BENT CLOSURE o X X X X — i i AND FASTENERS, SEE 16GA EDGE FORM - - - - - - - - - - - - - - - - - - - - - - - I _ _ _ _ _ BENT PL 1/4 I "TYPICAL NON-FRAME Professional Seal 20GA END CLOSURE BEAM CONNECTION (21 MAX) (21' MAX) PLATE ON TOP OF FLANGE �} I I f 1/8 2-12 '�" SCHED AND DETAILS" 1/8 2-12 SEE PLAN FOR DECK ORIENTATION 3/16 2-12 /2 MAX W GIRDER PER PLAN 2_1 " MIN " MIN CJP TYP W BEAM PER PLAN W BEAM TO MATCH PL MATCHING BM WEB THK OPPOSITE W BEAM UNO (3/8 MIN) &GRADE OF NE w �P N 5/16 PL MATCHING FLANGE ENRy y0 DECK PERPENDICULAR TO SLAB EDGE (A> 8 1/2") DECK PARALLEL TO SLAB EDGE (A> 8 1/2") TYPICAL CONDITION (3" <A 5 8 1/2") THICKNESS +1/4, _ - * 5/16 WIDTH AND GRADE m w TYPICAL CONCRETE FILLED METAL DECK INTERIOR SLAB EDGE DETAILS F°A909720NP�� 1 FES SIO S-401 SCALE: 3/4"= V-0" AT W BEAM DEEPER THAN W GIRDER T&B FLANGE FOR SHEAR PL, WELDS, AND FASTENERS, J BENT BEAM UP SEE "TYPICAL NON-FRAME BEAM CONN OR DOWN Wx BEAM TO MATCH SCHEDULE AND DETAILS" FULL HT STIFF OR OPPOSITE Wx BEAM UNO CJP \ MILL BOTTOM OF COLUMN AS NOTED ON PLAN SHEAR PL , WELDS AND FASTENERS PER"TYPICAL W / i THUS NON-FRAME BEAM CONN SCHEDULE AND DETAILS" 0 \ COLUMN, SEE BS EXCEPT PL THICKNESS = THICKNESS PER SCHED I I I1 PLANS FOR SIZE + 1/8" (MIN 5/8") I I t(D BEARING PLATE W/3/4"0 SUPPORTING GIRDER 1/2" } A325 BOLTS(2 EACH SIDE). LENGTH &WIDTH AS REQ'D MINIMUM PLATE THICKNESS TO MATCH FLANGE THICKNESS BELOW LL I Wx GIRDER PER PLAN Wx BEAM PER PLAN \ 5/16 I SUPPORTED BEAM U_ PL 5/8x4"WIDE 12" „ W o— SHEAR PL, WELDS, AND FASTENERS HSS MEMBER PER"TYPICAL NON-FRAME BEAM W GIRDER AND W BEAM WITH EQUAL DEPTH CONN SCHEDULE AND DETAILS", STIFFENER PLATE EACH SIDE TO MATCH FLANGE PLTHlCKNESS=THICKNESS THICKNESS OF COLUMN 112„ PER SCHED + 1/8" ABOVE. WELDS TO BEAM CJP (T&B) \ WEB SHALL HAVE CAPACITY SUPPORTING GIRDER FLANGES } TO CARRY ENTIRE COLUMN r TYP / N BENT BEAM UP LOAD. ICY~ CJP OR DOWN I I TYP FOR SHEAR PL, WELDS, AND FASTENERS CJP AT FOR CONDITION WITH OFFSET>6" I W BEAM TO MATCH SEE"TYPICAL NON-FRAME BEAM CONN SEE WHEN TOP OF BEAM I L ' `' SUPPORTED WE * 3 COLUMN SUPPORTED BEAM _ xx BEAM OPPOSITE W BEAM UNO SCHEDULE AND DETAILS" 3 SIDES ,i \ ¢ W TYP / \ S-401 SCALE: 3/4"= 1'-0" Z / IS OFFSET RELATIVE TO TOP OF I (TOTAL NUMBER OF FASTENERS } I I J 1/2 WEB \ THAN OTH T REQUIRED FOR \ GIRDER AND SEE DETAIL 3 3 WHEN �- IT IS FLUSHED ONE ROW. 2 MIN IN 2ND RO U "THICKNESS � � -�- � Z � J END OF BEAM WHERE BEAM 4 TYPICAL OFFSET BEAM CONNECTION CT1J'P W BEAM PER PLAN Q W STIFF PL TO MATCH TERMINATES OVER COLUMN S-401 SCALE: 3/4"= 1'-0"WEB THICKNESS: u L0 W GIRDER PER PLAN (V Q r EA SIDE AT W BEAM, O ONE SIDE AT C OR a MC MEMBER 1/4 AT STIFF EXTEND SHEAR PL FOR 1/4 <PL 1/4, TYPINTERSECTING BEAM TO IW GIRDER AND W BEAM WITH DIFFERENT DEPTHS W BEAM, C OR MC MEMBER TOP FLANGE EA SIDE, 70 Revisions WHERE NO INTERSECTING BEAM OCCURS, PROVIDE No. Date Description STIFF PL 1/4 x(d-2) MIN 1 04/07/2025 FOR PERMIT EA SIDE 2 05/19/2025 FOR PERMIT BROKEN BACK INDICATED THUS ON PLAN U— A I I /J A NOTES: 1. BEAM TO BEAM MOMENT CONNECTION, INDICATED THUS ON PLAN ---4 0-- 4 --/--/-- 5/16 TYP 5 --/--/-- ---- TYPICAL BEAM BROKEN BACK CONNECTION I I 2. FOR CONNECTION WHERE FLANGE THICKNESS OF GIRDER IS LESS THAN moll,111, - 2 FLANGE THICKNESS OF BEAM, SEE DETAIL S-401 SCALE: 3/4"= 1'-0" HSS COLUMN Designed By : AN Drawn By : AN Checked By : AA 5 TOP BEARING PLATE CONNECTION 6 TYPICAL BEAM TO BEAM MOMENT CONNECTIONS S-401 SCALE: 3/4"= 1'-0" Date : 04/04/2025 Scale: AS NOTED S-401 Sheet#