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Home My WebLink About53144-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT vj SOUTHOLD, NY Cau 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#: 53144 Date: 07/23/2026 Permission is hereby granted to: Forbes SA Revo c Trt PO Box 428 Orient, NY 11957 To: Construct additions and alterations to an existing single-family dwelling as applied for to include HVAC system and outdoor shower. Premises Located at: 1075 Narrow River Rd, Orient, NY 1195►7 SCTM#27.-3-6.4 Pursuant to application dated 0 /16/2026 and approved by the Building Inspector. To expire on 07/22/2028. Contractors: Required Inspections: Fees: r Single Family Dwelling- Addition&Alteration $1,038.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total 11,138.50 uiiding Inspector V w w w TON" OF SOUTHOLD--BUILDING DEPARTMCE,NT w� b, ry Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971--0959 Telephone(631) 765 1802, Fax(631) 76 9502h"S,*,LWWW.souftho'alto � , Y , Date Received APPLICATION Iri For office Use only �D PERMIT No. Building ar tJ�U N mill 20,26 Applications and forms must be fif1eO out in their entirety.Incomplete applications will not be accepted. Where the Applicant leant is not the owner an uilding �ep r ment PP P Ow►nees Authorization form(Page 2)shall be completed. Town of Southold Date:06-03-2026 OWNER(S)OF PROPERTY: Name: Peter Lo j ac S TM#1000- Project Address: 1075 Narrow River Rd, Orient NY Phone#: 516-205-8625 Email: t rl l7 1. m pee 0 �ao c0 Mailing Address: 2133 Alto L go, Canyon lake, TX 78133 CONTACT PERSON: Name. Ashley Hancock Mailing Address: Po Box 400, south Jamesport NY 11070 Phone#: 6317-703-0800 Email: Ashley@powershancockdesign.com DESIGN PROFESSIONAL INFORMATION: S N Name: Powers Hancock Design, Christopher Powers Mailing Address: Po Box 400, south Jamesport NY 11970 Phone#: 631-70' -0800 ; Email: Info@powershancockdesign.com CONTRACTOR INFORMATION: Name: North Fork wood Works Mailing Address: 810 Traveler St,, Southold NY 11971 Phone#: 531-298-7900 Email:office @ nfwoodworks.corn DESCRIPTION of PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAIteration MRepair ❑Demolition Estimated Cost of Project: ❑other $ 5009000 Will the lot be re-graded? FlYes IR No Will excess fill be removed from premises? nYes §'No 2 t� TIM HI %Oheck b Is CompflancleCert"Ificate Project information Project Title: 1075 Narrow River Road Energy Cade: 2025 Energy Conservation Construction Code of New York State Location: Southold,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Area: 2538 ft2 Glazing Area: 27% Climate Zone: 4a(5572 HDD) Project No: 1868377 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 1015 Narrow River Road Ashley Hancock Orient, NY 11957 Project Notes: Energy Credits Descri tion Credits R408.2.3(2)(b):Gas-fired instantaneous water heaters(Option 2) 6.0 R408.2.4(1)Ductless or hydronic thermal distribution 7.0 R408.2.9 Opaque wails 0.0 R408.2.2(2): High Performance Cooling(Option 1) 2.0 Report Title: 1075 Narrow Rimer Road Report Date: 4/29/26, 8:40 AM 1 of 14 Envelope Assemblies Prop. Req. Assembly Gross Area Cavity Cont. U_ U_ Prop. Req. or Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling-Hotroof:Cathedral 1371 38.0 0.0 0.027 0.026 37 36 Ceiling Floor above garage:All-Wood 39 30.0 0.0 0.033 0.033 1 1 joist/Truss Floor above crawl space:All- 122 30.0 0.0 0.033 0.033 4 4 Wood joist/Truss Slab on grade:Slab-On-Grade 62 10.0 0.480 0.480 30 30 (Unheated) Insulation depth:4.00' Insulation position:Vertical Insulation Above grade exterior walls: 2686 21.0 0.0 0.057 0.060 105 ill Wood Frame,16"o.c. Windows and glass doors: 755 0.290 0.270 219 204 Vinyl Frame SHGC:0.4 Door 3:Solid Door(under 50% 44 0.200 0.270 9 12 glazing) Door 2: Solid Door(under 50% 20 0.200 0.270 4 5 glazing) Door 1:Solid Door(under 50% 20 0.200 0.270 4 5 glazing) Garage partition wall:Wood 188 21.0 0.0 0.057 0.060 10 10 Frame, 16"O.C. Garage door:Solid Door 20 0.200 0.270 4 5 (under 50%glazing) Basement wall-2.5"closed 736 0.0 17.0 0.041 0.050 30 36 cell:Solid Concrete or Masonry Wall height: 6.75 Insulation depth:6.75' Insulation position: Integral Insulation Basement window:Vinyl 12 0.290 0.270 3 3 Frame SHGC:0.4 W ---------------------- 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. 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 2025 Energy Conservation Construction Code of New York State requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Matthew La,mg!y-HERS, Rater 4/29/26 Name -Title Signature Date Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 2 of 14 Inspection checklist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements: 100%were addressed directly in the RESCheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Pre-Inspection/Plan Review ........... 'le-0,16n, Plans Field, I# , V6'r ifled Vefed ft,Fte,,q4 I D Pte.-Inspection/Plan Review Valu, e vgilue 'Colm Comments/Assumptions P ............ 105.1, Construction drawl ngs, and Complies 105.2 documentation dembnstrate 'y,code cornpliaricefor the P Does Not IPR1111 ener 0 mply butld?ng envel,ope.,Thermal envelop" e,air barriers,energy Not credits,renewaWe ever Wervable battery storage,solar r66dy systerfis and energy colimpflance Not path represented'on Ppplicable constructiol documents,, 105.1- ----- -Construction drawings anid 11131] Complies 105.2, doctimentation dern6nstralte P Does Not 403.8 energ � I y code compliance flor 0 '[PR3], light:I ingand rnechanical mply systems.Systems serving Not multiple dwelling units MUSt Rservable demonstrate cam pliance with Not the IECC'Cornmer6al Provisions. Ppplicable 302.1, Heatin and,cooliw equipment Hj�eatinq: Heating,., C3 Complies l 403.7 is size T per ACCA a S Stulhr Bttj/hr [PR2]1 based on loads ca�,culaated per Does NotI I .............. Pomply ACCA Manual 11 o�r other methods, E I approve �e code official. Cooling: Cooling: Not Btu ] Poservable PNot p plivable Additional Comments/Assumptions: [1 Hi Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 3 of 14 Foundation Inspection Secyt�ion Plans, N"d Veriffed RJ 11D Fourid'atiloh lln�pectllon Value Value Co,mpllles? Comments/AssuMpbons ................. .......... 303.2, Sla,b edge insulation installed E)Complies 402.2.10 per matiufacturer s instructions,, P Does Not [F02]1 0 ... ..... mply .......... Al, Not /nn/ 3serveble Not /A PPplicable .... ...... M/ .......... . ... ................... Conditioned basement wall JT Complies W/ 303.2 [F0511 insulation installed per Does Not .... ..... PO m manufacturer's instructions. ply 01 0 " ;j%%%// j% j Not servable gg//,0/ .......... Not IS/5/71�111 IN A ....................... j jj plicable p 'Exceptiom, Requirement 40,18 Systems seroing,multiple Complies is not,applicable. F 0114 69,elling units cowl with t '11 Does Not Sect ions C403 and 0.04 of the Pom commercial code. ply ..................... Not " j /'j j Paservabie �i jjj,��/// �ii/�// / %%j Not Ppplic a b le ...........11,1_1,, ............ 0 Complies ice pt:lon:Requirement Fleating Syst. . „�//„/d</""i/i/iii�ii%ii,�/�i,i,i,i ji/j//iijii/jiiit%j��/,iii�i,%i,/i/i//i//.//.%�i%%ji/i/j ir/i i/i�/,%/j%ii%iii/%ij%i%%%i%ii//�,i�ii/,��/%�i//,////,i,,,i,,,,%,i,/,i/,/,/,j,o,ijj,j,,,��j/////i////////ij//i///i/i//i//i//ij/i ems installed for ilk� E%/Z is,noit applicable. P", [F19212' Outdoor heating,are,i"adiant 11// Does Not systern,s,co ritrol I ed by Pomply occupancly sensing or tirner switchli. WerNot v able/ jjj ///%%///�o�j/'j��//j j/////////jjj //////jjjjjjjj %jjj//� Not /////%��%iii/�i/iiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiii/iiiiiiiiiii j /irii i%/�j�//jjj j�� j/. /i i % / /i// j//j /iii// r PPplicable ............. 'N�N R ................... 403.9.2; Snow and ice-melting system vddddl� CD Complies Excep'tion:Requirement is n'Ot applicable. 403.9.1, controls installed to shut offjjj Does Not 4:63.9.4 system when pavement ternplerature> 50F and no Pomply precipitation or automatic got controls to shut off the system Rservable //,jjj,,f j,//when outdoor temp erature> j jj,,,, /////////////////////////////////// „/i r, jj///j�%%%/��jj/�//// j//ji/ii/jj//////%%/a%%/%44 N ot 40F. /j j //////////////////////��/ / /// /ji,,,,,,,/// iii /; jib o,;;j/ jjjjjj;rpplicable / �j �j j/�, protective covering is 'Excep,fion:Requirement 0 Complies [IF0111,112 installed to protect exposed is not applicable. J °''////j �%/%%%%%O,/%j//j Does Not exterior insu'lation and extendsjjj,r// >,<:/rii/iiii/////%%j j �%jjj/�j%%%%%%%%%%////////iiiiiiiii Pmply a minimum of 6 in.below grade. j iiiiiiiiiiiiii /iii/ // jj//% %" Not 1�1 servable PNot pplicable ................. ...... 402.1.2 Slab edge insulation R-value. Cj Complies See the Envelope [FO1]1 R Does Not Assemblies table For 9nheated 9nheated Pomply values 0 P Heated 0 Heated Not servable PNot pplicable 402.1.2 Slab edge insulation ft ft Complies See the Envelope [F0311 depth/length. .. .............. Does Not Assemblies table for PoCc�mplyr values WNot ervable Not pp licable Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 4 of 14 Section Plans Verified Verifl',6d I &0 /AssOmptlons S e Value" value Complies? 'Commerit FoundaUonj In p, 01ion '000 000 1 .... ................. 402.2.9 Conditioned basement�wall 0 compfies See the Enveloe ffo6jl insulated,in accordance with ft Does.Not AsSemblies,tabp le for Table R402.13 with insutat"Pon POMPty values de th the minimum of 1,0 ft befow grade or, basement Not floor. Rervable, Not Pplicable .. .......... Additional Comments/Assumptions: 1 High Impact Mer 1), 2 Metflurn In"l,pa t(Tier 2) J'3 Low Impgct(Tier,3) Report Title: 1075 Narrow River,Road, Report,Date: 4/29/26, 8:40 AM" 5 of' 14 Framing / Rough-in Inspection Plans Fie,14 Section, verift I pd rifid Fr'amfng��/Rough-tn' Ve e' Comments/Assumptions 4 9eq.10 10.5,P,O'C't 10 A Value Value Complies? ........... . ..... Al. ........ 303.1.3 U-factors of fenestration OF Camp ............ [FR411 products are determined in ........... Does Not accordance with the NFRC test Comply procedure . ......... C M'7PDOoes omply efault table. Not or taken from the ....... Poservable .... ..... /.......... Not ........... Pp pl Ica ble WirAWWWWN KIM ... .. ... ..................— 402.5.1.1 Compl ies Air barrier and thermal barrier V ............. [FR23]1 installed per manufacturer's ............ Does Not instructions. 'nn 'nn- . ....... mply PO Not servable .......... // /// %�Oi N OL 4. ///r,/�„� /rrrr // ��/iii//iiriiiiiiiiiii/////////%%%%////%%%%%%%/////%///i IN pplicabk- ..................... �, ;///, /,/�%j�/�//ai��/� ; Complies 402.5.3 Fenestration that is not site built [FR2011 is listed and labeled as meeting Does Not AAMA/WDMA/CSA Pomply 101AS.2/A4,40 or has infiltration / %%�/�rates per NFRC 400 that do not Not exceed code limits, serve ble P No t j ��//%/i t o%/iiiiiiiiiiiiiii%%%%%%/// /ii %%iii;f pplicable -402.5-41 IC-rated recessed lighting C]Complies (FR16'F' fixtures sealed at Does Not housing/interior finish and oindicat <2.0 cfm % Pmplylabeled leakage at 75 Pa. Not Rse rva b l e 0 Not Applicable ,403.4 HVAC piping conveyinig fluids R Complies [FR17]2', above 105-F or chilled fluids Does Not below 55 QF are insulated to�>R- Po3. jmply 9Not wservable PNot licable 401,6 Automatic or gravity dampers Complies 1r,R1911111i are installed on all outdoor air Does Not intakes and exhausts for Pomply mechanical ventilation systems. RNot servable Not ''/r/�/ �%;�/ra aaaaaaa / Ppplicable ............. .......... ---------- ........... Ventilation systems in climate Complies Exception: Requirement zone 6 shall utilize heat or is not appi4cable. ,R30 energy recovery with balanced % Does Not ventilation and a sensible Pomply recovery efficiency(SRE)>= R N ot 65%at 32 F. ervable Not ......................... Ppplicable ......... ............... ..... 403.3.3 �upply and return ducts in attics 0 Complies Excef1tion:Ducts located [FR1211 insulated>= R-8 where duct is comp etely hside the Does Not >=3 inches in diameter and building envelope, pomply >=R-6 where<3 inches. ............. Not Wervable Not .......... Ppplicable Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 6 of 14 Section Plans Field Fr,00"I noi I'R'pUgh-In Ver'll"flod Veril,fied &Req3D Itispection Value Value;,- Complies? Comments/Assurnptions woo* 403.3.6 Ducts,air handlers and filter 0 Complies [FR1311 boxes are sealed with Does Not joints/seams compliant with P G International Mechanical Code omply or International Residential P Not Code,as applicable. servable PNot p plicable JZ .............. ....... .. ....../ 403.4.1 Protection of insulation on HVAC 0 Complies [FR24]1 Not piping. Does Pomply Not ;z 10/0 -bservable .......... 0 PNot ppiicabie rp!'pes a 0 Complies 5,.,2 Hot water re insulated to 1 inch o insulation. Af R1 [FFR1812 Does Not Pmply PNot 3servable PNot pp Not 402.5.5 Air-sealed electrical and ...... Complies t'rk",2"912 communication boxes installed Does Not in the thermal boundary of the Po envelope sealed to limit air mply leakag�,between conditioned Not and uncon d I tio ne d'spaces, Wervable pot N op p I i c a b I e ............. ........... 403-3.1 Duct systems are design and Complies [FR12]1 sized in accordance with ACCA Does Not Manual D based on HVAC sizing calculations in R403.7.Duct Dees systems serving multiple Not dwelling units is sized in „r / ///ice/j/iiiiiiiii7�j/%%/ i servable accordance with ASHRAE Handbook of Fundamentals, 0 Not .............. ACCA Manual D or an equivalent Applicable methodology. /( ///i„%/D/ 403.3 Ducts ystems are desi n and E)Complies sized in accordance with ACCA [FR3111 ................. %Manual D.Duct systems serving Does Not . ........... Po multiple dwelling units ir,sized amply( .............. ........... in accordance with ASHRAE .................. Not Handbook of Fundamentals, ////iiiiiiiiiiiiii jiiiiiiiiiiii/%%%/ji%/%i/riii// j93servable ACCA Manual D or an equivalent ;%/// %/ / % ,/////////��j//�/ Not methodology. ............. Ppplicable 402.1, Door U-factor, ED Complies See the Envelope 402.4.4 Does Not Assemblies table for [FR1]1 Pomply values 9Not wservable 0 Not Applicable 402.1, dazing,U-factor(area-weighted 0 Complies See the Envelope 402.4.1, average). U, Does Not Assemblies table for 402.4.3, Pomply values 402.6 JFR211 Not 9servable Pp)Not plicable Additional Comments/Assumptions: Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 7 of 14 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 _jLow Impact(Tier 3) Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 8 of 14 Insulation Inspection soction Pllans�, 1), Field Verffted V , , 1#1 1 1 er�fied� I 1 & Insulation, pect Insion Value Value tom pljes,z Comments/Assumptions q ................................. ............... 1,03a All installed insulation is labeled Co m p I i es tk13jl or the installed R-values Does Not provided. Pomply PNot 3servable Not In, Ppplicable .............. 303.2 Wall insulation is installed per Compli r „� � es [IN411 manufacturer's instructions. Does Not Po mply. .. . .......... ////................ Not 93servable M Pp Not 11i plic ............ bl e 402.1, Floor insulation R-value. E)Complies See the Envelope 402.2.8 Rj:= PILLi Does Not Assemblies table for Wood Wood values [IN111 Steel Steel Pomply QNot servable P Not pplicable 303.2, Floor insulation installed per A/w/1" , 0 Complies Id 402.2.8 manufacturer's instructions and Does Not [IN2j1 in substantial contact with the underside of the subfl'oor,or Pomply floor framin Gait insulation is Not in contact w�th the to)side of Poservable on Not / /moo i/ � //////%//�'�j .................. sheathing or a combf1ination of cavity a4'continuous ins ulati Installed so,cavity insulatiqn�' Ppplicable is in, ............. is in contactwith top side of continuous,insulation. 402.1, Wall insulation R-value, If t his I R E)Complies See the Envelope 402.2.6, a mass wall with at least 1/2 of L---j Does Not Assemblies table for 402.2.7 the wall insulation on the wall 0 Wood Wood PO values [IN3]1 exterior,the exterior insulation mply requirement applies(FR10). 0 Mass 0 Mass Not 0 Steel 0 Steel Rservable QNot plicable .... .......................... 402.2.3, Wood attic knee walls or roof Complies 402.2.3.1 truss esseparating conditioned Does Not [IN1411 d4tioned attic 01, .............. Po mply space comply with the insulation requirementsin T6ble, Not R4,02.1.1,Attic knee,walls Poservable contain an air barrier between the conditioned and Not iicable unconditioned space. d/Affi/ME Pp p Additional Comments/Assumptions: 1 High Impact(Tier 1) J'2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 9 of 14 Final Inspection Provisions 0 ion Field Sea, P tan Veriff6dl Verified Complies? Comments/Assumptions Rey Final i.11) Inspection Provisions 'V61ue,, V a,W' e J� Complies 303.1.1.11 Ceilin vainsulation installed per 303.2[171211 mane cturerts instructions. Does Not Blown insulation marled amply 300 9Not servable Not A-pplicabl e ............. ............ 3013 Manufacturer manuals for I Complies (F1,18P, mechanical and water heating F11 systems have been provided. Does Not rrrPomply @Not servable Not Applicable 4030'1".2" Heat pump supplementary 0 Complies Exicl,e,ptlon: Requirement F 1� heat controls to prevent is notapplicable. Does Not supplemental heat when heat ,orn P t),Um,P,cpressor,can serve omply he,heatin load, Not Usra bl e E/ ////%% %//// ��i,,,, io�� /�' Not '%%/i/f/r ,/f r r �%/%/% %%%%%% 'm pplicablI e 41,03,2" Hot water boilers have Complies automatic outdoor setbackrrr f 5F f 12 ,///,/,�/�,,,,i�o�� /, Does Not control to lower boiler water / / „r %�/%%%%%%%%%%%%%/O Pomtemperature based on outdoor ........... ply temperature,indoor Not temperature or water Not 21, temperature sensing. ............... Not Applicable .................... 403.3.6.1 Air handler leakage omplies [F12411 designated by manufacturer Does Not at<=,2%,of design air flow. Pomply JE f-I Not Observable PNot pplicable 403.3.7 Ducts are pressure tested in - Complies [F127]1 accordance with ANEI/RESNET/ICC 380 or CfM/100 ft2 cfm/10 0 ft2 Does Not ASTME1554 to determine air Pom ply leakage with either: Rough-in Not test:Total leakage measured Not with a pressure differential of C3 Not 0.1 inch w.g.across the system including the Applicable manufacturer's air handler enclosure if installed at time of test.Postconstruction test: Total leaka e measured with a pressure di erential�of 0:1, inch w.9,,across the entire system including the manufacturer's air handler enclosure. M 403-3.8 Duct'd,fitness test result of C]Complies [F14]1 <—"A crm,/1.00 ft2 across the CfM"1 100 ft2 CfM/100 ft2 Does Not systerri or<=3 cfrn,/100ft2 Pomply without air,handler,@�25 Pa, Duct,tigh the ss<=8 dm/1001 Not ft,2 for ducts within thermal Not envelope.For rough-in tests., Not verification may need to occur during Fra,ming'Inspection. Ppplicable .......... 403,5 1 Cjrc,�u�jatinq service hot water E)Complies Exce,pition:Requirement SY 'ave autornatiC or 115 t ficable. stems h not app Does No ............ ........... accessible,manual controls., mply Po ......... Not . ..... % Rservable .......... Not In Pp plicable . ....................Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 10 of 14 'Field S161016n Plans Veriffed Verified &Reiti.I D Final Inspection Provisions 'Value Value complio's? Comments/Assumptions ............... 0 403.7.1 Electric,resistance heating Complies [F1611 total capacity for dwelling Does Not 0 nits,,,s leepins,units ts an d occoTuanices in the building mply W Not .0 serve ble Not App licable _/,_,,_/............ ........... ................ 402,11, Ceiling insulation R-value. R= R� Complies See the Envelope 402Z,l, 1...... Does Not Assemblies table for 402.2,2, El Wood 0 Wood omply values 4C}22®7 0 Steel 0 Steel [Fill' P3ser►rabIeNot PNot P p I i ca bile --------------- ............ 4103.1301 Gas fir lace equipped with Complies ........... on,,4demand'pllot intermittent 403,13.1 ........... ii/ ................. Does Not .......... 1pignmon or i [F135J3 nterrupted ignition... ............ ........... Pomply Fireplace efficienc >50%in 11 accordance wid PS�A, Not Rservable Not plicable P 404.1[F1611 100OJiai %of permanent iii/� /j j�%%/��%�%'//�//�ii,/ii aiiiiiiiia��//ii'r,/i/�/ fixtures C]Complies have high efficacy lamps. Does N ot Pomply %%j j r //D/rNot l rrrrrr/j, ��%� �r;��///�l //j D/, /„rrrrrr/, // %, /' servable // //�� /iiii j//�///� rill///��/.. ONot pplicable M 0131 ---/fi---------- 4,04,11, Exterior lighting ower is Complies tFI,351/111" below the alloUle wattage Dot in Table R404.1. Pomplyoes N /// %%%%%%%/,ri////////i/iii��'%�/ �se Not rvable 0 Not /// irrr r/%%%%iii iiiiApplicabl e 1 MOWN, .................... ria //%/j// %//j /////// di"AU w I ,,,,,,,,ion//%///�///r,/iiiiii�i�iiDi%%%%%%/%�/////�'�'�r rii'%i% iir'��/// i 404,13 Fuel gas lighting systems U Complies have no continuous pilot light. Does Not P/ �/ ,,,,,,,��////��/%iii/iii/% mply WervNot ' „/ �/!/!!/////%%%%%%%%///ail/„ �/��j r///%i/i� able PNot pplicable 404�2 lif Permanent interior l fig htin omplies 4041.2, shall be controlled with either Not oes (F1136 13 a manual dimmer,occupancy sensor or auto shut off control omply based on occupancy built►with Not manual override. Wervable N ot _X Pp plica b le 404,3 Exterior lighting>=30 watts MOMM/1111 0 Complies [F131JI shall have the following Does Not controls: manual on/off switch with automatic shut-off, ................................... Pomply automatic shut-off in daylight Wer►rableot 00 hours,and controls that rt" override automatic shutoff that returns to automatic Not livable P control ntrol within 24 hours. /, PP 4044 Whererenew,ab le,energ�y Complies Exteption: Requirement neration equi ment, is is not applicable. [F13613 geT installed,signef attest ation, Does Not 'f�. Cr,renewable energy,credits, Pom ly p Not s)or energy,attft,u table certificates('EACs)associated �ser►rable ....... .... with the reniewable energy .. Not used for corripliance are po odeoffcal. io pplable Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 12 of 14 Se I ction Plaos, Field' Vetifled Verified Final Inspection Provisions Value valu, e Complies? Comments/Assumptions Complies Exception: Requirement ,... . ...... 4224 Vented attics with air if per `applicable. 1h v(F121,12 meable instjOation i,,riclude Not s not,,'applica Does 'it,and baffleadjacent to sofffi eave vents,that extends over, Po mply insulation. ot WNervable ........ Not PPplicable ......................... . ..... . /........./ ............... 408.2.2.1(2) Air conditioner installed with C]Complies [F146]1 efficiency>= 15.2 0/001/11 Does Not 5EER2/12.0 EER2 for .........../////-, �7amply additional efficiency credit Not 7 of Not ..................... .. ..... Ppp licable ............ . 408.2.3(2) Gas-fired instantaneous water CD Complies If .............. heater efficiency>=0.95 UEF (b)JF16Z 5 2111- n Does Not for additional efficiency credit �70mply /i � ///� /%%%%////�ii�/� W Not ervable PNot plicable P 402.5.1.3 Blower door test 50 Pa. ACH,50= AC H 5,0 CD Complies [F11711 <=3.0 ACH50 in�imate Zones 4-5 and<=2.5 ACH50 Does Not Pomply in Climate Zones 6. 9Not 3servable Not PP licable .......... 408.2.4(1) 'Ductless or hydronic system Complies [F171]1 installed and located within ... ...... Does Not conditioned space for Po additional efficiency,credit for mply additional efficiency credit ............ Not Wervable // ,////////�%%%%�/ 0 ot N Applicable Radiant barriers comply with Complies See the Envelope ASTM C1313/C1313M and are R1_L__j R, Does Not Assemblies table for installed in accordance with values 0 Wood 0 Wood ASTM C1743 0 Steel 0 Steel Pomply RNot servable Not PP licable ---------------- ............ 4 O�, Programmable thermostats C]Complies installed for control of primary Does Not heating and cooling systems I 711;1;11� mply and initiallyset'by Po ..... .....I'll manufacturer to code P Not specifications. servable .............I 0 Not ........... .... ..... Applicable C111............. ................................. Additional Comments/Assumptions: 1 Hihow Impact(Tier 3) Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 13 of14 20 2 5 E n e rgy Conservation Construction Code of New York, State Energy Efh"c I iency Certificate Insulation Ratina R-Value P-11-111-1-11111111- ................. ......... .............. Above-Grade Wall 21.00 Below-Grade Wall 17.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): �Glass & Door Rat" U-Factor SHGC .............. Window 0.29 0.40 Door 0.20 Skylight 0.00 ................. �H u" E ffi C i e-In�eatin Cooli E, en .................... Heating System: Cooling System: Water Heater: SiOnature Name: Date: Comments: Report Title: 1075 Narrow River Road Report Date: 4/29/26, 8:40 AM 14 of 14 PowersHancockDesign PO Box 400 i South Jamesport,NY 11970 JUL Date: July 20, 2026 Southold Building Department ', ullig IDOpartment ►c P.O, Box 1179 Town,of South Southold, NY 11971 Reference: Lojac Residence 1075 Narrow River Rd Orient Point, NY Tracy, Please accept the enclosed revised plans in response to your review comments for the above-referenced project. The following revisions have been made-, The site plan has been revised to reflect the average front yard setback calculated from the two neighboring properties located on Narrow River Road within 300 feet of the subject property, in accordance with the applicable zoning requirements. • For your reference, we have included copies of the site plans for 1245 Narrow River Road and 1405 Narrow River Road, which were obtained from the Town's Laserfiche records and used to determine the required average front yard setback. • The architectural elevations have been updated to include the required Pyramid Law calculations and compliance information. Please feel free to reach out to Ashley at l Po e sl ncock esl n,,co 1631-703-0800. Best Regards, Ashley Hancock Page 1 of 1 5 31 q-q - SSf,5 SoR s ...�: ""1111,77,7" POWERS HANCOCK DESIGN PO Box 400 South Jamespor , NY 11940 D A/Zc ��GS�PHER G 04348E Christopher Powers ISSUE/ REVISION NO. DATE ISSUE 1 06-08-26 FILE FOR PERMIT 107b NARROW RIV " R ROAD I RC2026,INCLUDING UNIFORM SUPPLEMEtNT2018 CHAPTER 3:BUILDING PLANNING ENERGY ANALYSIS NOTES DIRAWING LIST PROJECT TEAM SECTION R301:DESIGN CRITERIA AMERI"AN FOREST&PAPER ASSOCIATIOM WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION DWELLINGS(2018 EDITION) CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE ENERGY EFFICIENCY GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. OWNERS: STRUCTURAL 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE \ z Iz SECTIONR303:LIGHTVENTILATIONANDHEEATING WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC.N1101.14 0 Q FS- PETER& FERNANDO LOJAC SEAN BUCHNER ENGINEERING REQUIRED GLAZING AREA HABITABLE ROOMS: 8% FJ5 LL G REQUIRED OPENABLE AREA: 4% 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO (J) 5; LJJ 1075 NARROW RIVER RD 33 FLYING PT. RD THE INSULATION ON THE SURROUNDING SURFACES W Lli u1 ORIENT, NY SUITE 208, SOUTHAMPTON NY '11968 PROVIDE 3 SO F �T OF WINDOWS.1.5 SQ FT IN BATHROOMS"EXCEPTION:WHERE ARTIFICIAL LIGHT _ AND/OR MECHANICAL VENTILATION IS PRC)VIDED 4. INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402 41.1 WHERE REQUIRED BY CODE OFFICIAL,AN SEA N @ B U C H N E R-E N G I N E E R I N(G.COM SECTION R304:MINIMUM ROOM AREAS APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. Q0 631 260-0840 PROVIDE MIN.1 ROOM WITH NO LESS THAAN 120 SO FT 5. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 cy ARCHITECT" ( ) ACH50 IN CZ 4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. C) OTHER ROOMS SHALL HAVE FLOOR AREA I NO LESS THAN 70SF N POWERS HANCOCK DESIGN, LLC *EXCEPTION FOR KITCHENS 6. DUCTS-SUPPLY&RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3"OR GREATER IN L j 00 DIAMETER,AND R-6 @ DUCTS LESS THAN 3"IN DIAMETER. 0 PO BOX 400 MIN.DIMENSIONS FOR HABITABLE ROOMS;NO LESS THAN 7'•0"ANY HORIZONTAL DIMENSION DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. Q "EXCEPTION FOR KITCHENS SOUTH JAMESPORT NY 11970 7. DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD SECTION R305:CEILING HEIGHT PARTY. A-000 COVER SHEET/DRAWING LIST X INFO@POWERHANCOCKDESIGN.COM MIN.CEILING HEIGHT FOR HABITABLE ROODMS-7'-0" 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS A-001 SITE PLAN/ZONING INFORMATION 'HAULS,CORRIDORS,BATHS,LAUNDRY ANND BASEMENTS-T-0" X (631)703-0800 1.BEAMS AND GIRDERS NOT LESS THAN 4,'-0"O.C.CAN PROJECT 6" 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105 F DEGREES OR<55F DEGREES SHALL BE A-002 PLUMBING RISER & ENERGY DIAGRAM INSULATED WITH R-3 MIN. X 2.SPACES IN BASEMENTS OTHER THAN HAABITABLE SPACES MAY HAVE CEILING HEIGHT-6'-8"(BEAMS,GIRDERS& DUCTS MAY PROJECT TO6'-4") 10. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRCAMC A-003 PROJECT NOTES 3.NO MORE THAN 50%OF REQUIRED FLOCOR AREA TO HAVE SLOPED CEILING LESS THAN REQUIRED HEIGHT 11. EQUIPMENT SIZING-PER ACCA ANNUAL S.BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED 4.BATHROOMS SHALL HAVE A MINIMUM 64.8"CEILING HEIGHT OVER FIXTURES AND SHOWER HEAD SHALL HAVE A BY A THIRD PARTY HERS RATER, A-020 WINDOW AND DOOR SCHEDULES x SURVEYOR" MINIMUM CEILING HEIGHT OF6'-8"ABOVE AA MIN.AREA OF30"x30"A"THE SHOWER HEAD 12. LIGHTING-A MIN.OF 75%OF PERMANENTLY INSTALLED FIXTURES UST HAVE HIGH-EFFICANY LAMPS A-021 WINDOW AND DOOR DETAILS KENNETH M. WOYCHUK LAND SURVEYING, PLLC SECTION R308:GLAZING 13. ALL HVAC,PLUMBING&ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT SHALL BE THE A-030 INTERIOR FINISHED SCHEDULE PO BOX 153 AQUEBOGUE, NY 11931 SECTION R309:GARAGES AND CARPORTS RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS, DRAWINGS,WRITTEN STATEMENTS IF THE MECHANICAL,AIR CONDITION,VENTILATION,HEATING SYSTEMS EX-100 EXISTING CONDITIONS/DEMO PLAN X OPENING PROTECTION FROM GARAGE TO:SLEEPING ROOM NOT PERMITTED (NEW EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR DUCT PENETRATIONS SHALL BE MIN.26 GWAGE SHEET STEEL.NO OPENING INTO GARAGE PERMITTED BUILDING DEPARTMENT. LLIJ EX-101 EXISTING ELEVATIONS X PROVIDE VERTICAL SEPARATION VERT:3/4"RESISTANCE(5A1"TYPE:X GARAGE SIDE,1/2"TYPE X OPPOSITE SIDE) 14. ADDITIONS,ALTERATIONS OR RENOVATION:SHALL COMPLY WITH IECC 2015 UNALTERED PORTIONS OF THE [Ir PROVIDE HORIZONTAL PROTECTION.HORUZ:ONE LAYER 5/8"TYPE XGYPSUM EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. FH A-100 BASEMENT CONSTRUCTION PLAN X PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND A-101 GROUND FLOOR CONSTRUCTION PLAN X SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. LLJJ PROVIDE SLEEPING ROOMS AND HABITABLLE BASEMENT AREAS SILT.HEIGHT NO MORE THAN 44"A.F.F. 16. ALL EXTERIOR WALL/FLOORICEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH F= A-102 ROOF CONSTRUCTION PLAN X MIN,OPENING AREA-5.75 SO FT(5 SO FT AAT GRADE) TABLE R 402.4.1.1 APPLY A BEAD OF CALK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO MIN.OPENING HEIGHT CLEAR=24" INSTALLING INTERIOR GYPSUM ALL BOARD. LC) A-201 EXTERIOR ELEVATIONS x MIN.OPENING WIDTH-20" <Q A-202 EXTERIOR ELEVATIONS x NO TOOLS OR KEYS ALLOWED FROM INSIDDE MIN,HORIZONTAL AREA OF WINDOW WELL-SHALL BE 9 SO FT&MIN WIDTH OF36" A-301 BUILDING SECTIONS X PROJECT DESCRIPTION SECTION R31 1:MEANS OF EGRESS A-302 BUILDING SECTIONS X PROVIDE UNDER STAIR PROTECTION ENCLLOSING ACCESSIBLE SPACES UNDER STAIRS WITH WALLS AND ANY SOFFITS WITH 12"GYP.BD, A-401 WALL SECTION DETAILS X MIN.W DTH FOR HALLWAYS IS T-0" BRIEF DESCRIPTION MIN.1 EXIT DOOR REQU'D WITHOUT TRAVEEL THROUGH GARAGE A-500 DETAILS MIN.OPENING 3'-0"WIDE x 6'-8"HIGH A-601 ENLARGED PLANS AND INTERIOR ELEVATIONS WIDTH SHALL NOT BE LESS THAN 36"CLEAAR.HANDRAIL PROJECTICNIS45"MAX IMPROVEMENTS TO INCLUDE: HEADROOM MIN.-6'-8" A-602 ENLARGED PLANS AND INTERIOR ELEVATIONS NO CHANGE TO BUILDING FOOTPRINT, EXTERIOR TO RECEIVE NEW TREADS AND RISERS:8,25"MAX RISE,9"MIONTREAD A-603 ENLARGED PLANS AND INTERIOR ELEVATIONS A FLIGHT OF STAIRS SHALL NOT HAVE A VEERTICAL RISE LARGER Tl-IAN 12'-3"BETWEEN FLOOR LEVELS OR LANDINGS. CEDAR SIDING , TRIM & WINDOWS/DOORS. ASPHALT ROOF TO REMAIN PROVIDE FLOOR OR LANDING AT TOP AND,BOTTOM OF STAIRS *EXCEPT T ISMINI36A T OP OF NDIR CTIONOFOR FLIGHT OF SSTAIRS,PROVIDED RAVEL.WIDTFHTOBEEQUALTOSTAAIR DOES NOT SWING OVER STAIRS.SIZE OF LANDING STAIR E-101 BASEMENT ELECTRICAL FLOOR PLAN INTERIOR RENOVATION TO INCLUDE RENOVATION TO EXISTING WALK114G SURFACE OR TREADS AND LANDPINGS OF STAIRWAYS SHALL BE NO STEEPER THAN 2%SLOPE E-102 FIRST FLOOR ELECTRICAL FLOOR PLAN BATHROOMS , NEW PRIMARY BATHROOM, KITCHEN RENOVATION. PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. 1,HEIGHT-34"MIN,38"MAX E-103 SECOND FLOOR ELECTRICAL FLOOR PLAN MECHANICAL& ELECTRICAL WORK TO BE UPDATED AS NEEDED. 2.CONTINUOUS TO FULL LENGTH OF STAIRS ABOVE TOP RISER TO LDWEST RISER RETURN ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS 3.MIN,HANDRAIL SPACE BETWEEN WALL A4ND PAIL=112" SITE WORK: SECTIONP312:GUARDS S-000 GENERAL STRUCTURAL NOTES x ALL RAISED SURFACE 30"ABOVE FLOOR ORR GRADE TO HAVE 36"MIN.GUARDS.OPEN STAIRS 30"ABOVE FLOOR OR S-100 FOUNDATION PLAN X EXISTING DECK FOOTPRINT TO BE MODIFIED. EXISTING DECK TO GRADE SHALL HAVE 34"MIN.GUARDS. RECEIVE NEW FINISHED IPE DECKING GUARC OPENINGS NOT TO EXCEED 4"(SPHiERE) S-101 FIRST&SECOND FLOOR FRAMING PLAN X SECTION 313:ALARMS J NEW OUTDOOR SHOWER PROVIDE SMOKE ALARM AT SLEEPING RCO)MS,AND AREAS IN IMMEDIATE VICINITY OF BEDROOMS AND IN S-200 TYPICAL WOOD FRAMING DETAILS X BASEMENTS PROJECT TITLE: S-201 TYPICAL FRAMING DETAILS x PROVIDE CARBON MONOXIDE ALARM ONAANY STORY WITH A SLEEPING ROOM ORA FUEL FIRED/BURNING APPLIANCE ESTIMATED COST OF CONSTRUCTION $ 500,000 AND EQUIPMENT,FIREPLACE ORATTACHEEDGARAGE. �� S-202 TYPICAL FRAMING DETAILS X LOJAC RESIDENCE ^ 01.EXI:)TING DWELLING UNITS SHALL BE ECQUIPPED WITH SMOKE DETECTING DEVICES RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BLUILDING WIRING AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER S-3OO STRUCTURAL DETAILS x 1075 NARROW RIVER RD THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. lCO 02.ALL SMOKE DETECTING DEVICES TO BE:PROVIDED AND INSTALLED SHALL EITHER BE ACCEPTED PURSUANT TO ORIENT, NY, RULES AND REGULATIONS PROMULGATED I BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A NATIONALLY FRECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION OF LISTED E EQUIPMENT AND WHOSE LISTING STATES THAT THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. SHEET TITLE: 03.NO DEVICES SHALL BE DEEMED TO BE ION COMPLIANCE UNLESS IT IS OF EITHER THE IONIZATION CHAMBER OR h PHOTOELECTRIC TYPE.SUCH DEVICES SH,EALL BE IN COMPLIANCE WITH THE REFERENCE STANDARD PISS 17.1. Coverr Sheet 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) 06,CARBON MONOXIDE DETECTORS ARE TCO BE INSTALLED AS PER INTERNATIONAL RESIDENTIAL CODE SECTION R315;ON EACH FLOOR AND ADJACENT TO EBEDROOM DOORS,MIN ONE PER FLOOR.DETECTORS CAN BE BATTERY POWEFED. DATE: PAGE: 06-08-2026 SCALE: A-000 As Noted ROOF III NEW 4° VTR III NEW 4° V.T. R. ATTIC � 2„ 2" - - - - - - - - - — — — — — - - I I I I I III'. it POWERS HANCOCK DESIGN 112 112 112 I I I 112 ill 112 I PO Box 400 12 I I I SHARED 11 South Jamesport, NY 11940 4" I PRIMARY BATH I I 4° I BATH II i I 1 I 112„ I I II 12„ I I I I I I II ED ARC SEC01ND FLOOR I I I I II 3„ 2 1 „ „ I 3 2„1 2" 2 I 3,� I I ICO C I co — 3„ 211 2,1 '— — — — — — — — KITCHEN 12 12 IZ 2 I 2 II I I PWDR II �'T,9 �43488 F_ O�� ROOM. 1 Christopher Powers 12„ ow II ISSUE 1 REVISION FIRST FLOOR! M M 2° 3° II NO. DATE ISSUE TO EXISTING C:0 31, CO II 1 06-08-26 FILE FOR PERMIT SEPTIC SYSTEM < T EXISTING LAUNDRY > NO)TE: RECESSED ROOM 112" DRZYER VENT TO) EXTERIOR 0 0 0 • II W I BASEMENT 2 FD - PER IIn MFG 12„ 3" D PLUMBIN(03 RISER DIAGRAM SCALE;NT;S INSULATION DIAGRAM TYPICAL EXTERIOR FRAMIED WALL TYPICAL FOUNDATION WALL I 2" CLOSED CELL SPRAY (FOAM (R-12) TYPICAL ROOF TYPICAL SLAB INT.: 2 i" CLOSE CELL SPRAY FOAM (R-17) 5 WOOD FRAM1ED FLOOR: CLOSED CELL SPRAY FOAM ASSUMED (R-6) PER INCH (MIN.) FIBERGLASS BATT INSULATION (R-13;) CLOSED CELL SPRAY FOAM (R-38) 2" RIGID INSULATION (R-10) 2 F.G. BATT IINSULATION R-30 (MIN.) PROVIDE A MIN: R-21 @ VNALL CAVITY 2 PROJECT TITLE: I >/ LOJAC RESIDENCE 1075 NARROW RIVER RD - ORIENT, N.Y. i SHEET TITLE: PLUMBING RISER & 4 � � � ENERGY DIAGRAMS � 0 0 DATE: PAGE: 3 06-08-2026 SCALE: A-000 As Noted MENNEN WINDOW SCHEDULE HAHUWAHE NO. MANUF. MODEL TYPE FINISH•EXT FINISH-INT FDL FINISH S.H.G.0 U-FAC. GLASS R.O.WIDTH R.0 HEIGHT EGRESS TEMPERED COMMENTS z 001 ANDERSEN A-SERIES TBD AWNING GUNMETAL PRIMED - 0.40 MAX 0.27 MAX LOW E4 F.V F.V NO NO WINDOWS TO BE w W 002 m 003 .. .. _. .. -• - -- POWERS HANCOCK DESIGN 101 ANDERSEN A-SERIES ACW3070 CASEMENT GUNMETAL PRIMED a 0AX MA LOW E4 (3)3'.0" 7'-0" YES YES (3)UNI IS MULLED 1 L 1 F 1 R 0.40 0.27 PO Box 400 102 ANDERSEN A-SERIES ACW3070 CASEMENT GUNMETAL PRIMED MAX MAX LOW E4 (2)3-0 7-0 YES YES 1L iF 1R South Jamesport, NY 11940 103 ANDERSEN A-SERIES ACW2648 CASEMENT GUNMETAL PRIMED g' 0AX A LOW E4 21•6" 4'-8" YES NO 1R 104 ANDERSEN A-SERIES ACW2630 CASEMENT GUNMETAL PRIMED 8° 0.40 0.27 MAX MAX LOW E4 (2)2'-6" 3'-0" YES NO 1 IS MULLED 1 R 0.40 0.27105 ANDERSEN A-SERIES ACW2640 CASEMENT GUNMETAL PRIMED g' MAX MAX LOW E4 (2)2'6" 4'0" YES NO 1 L 1 R ERRED ARCh,/ Cr 106 ANDERSEN A-SERIES ACW2840 CASEMENT GUNMETAL PRIMED _- 0.40 0.27 „ „ G 5 Q1.1ER G.A T 00 MAX MAX LOW E4 (3)2 8 4 0 YES NO 1 L 1 F 1 R ��\g'�O O�0 27 107 ANDERSEN A-SERIES ACW2850 CASEMENT GUNMETAL PRIMED �" LOW E4 2'-8" 5'-0" YES NO I MAY ZQ" � 108 ANDERSEN A-SERIES ACW2850 CASEMENT GUNMETAL PRIMED " LOW E4 2'-8" 5'-0" YES NO 1R * U N MAY U_ MAY 109 ANDERSEN A-SERIES ACW2850 CASEMENT GUNMETAL PRIMED LOW E4 2'-8" 5'-0" YES NO 1 L ` 110 ANDERSEN A SERIES ACW2850 CASEMENT GUNMETAL PRIMED 8° LOW E4 2'-8" 5'-0" YES NO 1R ,9 043488 111 ANDERSEN A-SERIES ACW2850 CASEMENT GUNMETAL PRIMED 8" - MAY MAY LOW E4 2'-8" 5'-0" YES NO 1 L 112 ANDERSEN A-SERIES ACW2850 CASEMENT GUNMETAL PRIMED g' •• LOW E4 2'-8" 5'-0" YES NO 1RMA MAY 21 113 ANDERSEN A-SERIES ACW2850 CASEMENT GUNMETAL PRIMED g' 40 MAY LOW E4 2'-8" 51•0" YES NO I 114 ANDERSEN A SERIES ACW2850 CASEMENT GUNMETAL PRIMED 8" -- MAX MAX LOW E4 2'8" 5'-0" YES NO 1R Christopher Powers ISSUE 1 REVISION 201 ANDERSEN A-SERIES ACW3050 CASEMENT GUNMETAL PRIMED 8" '" 0OW E4 (3)3'•0" 5'-0" (3)UNIfS MULLED N0, DATE ISSUE MAXAX MAX YES NO 1 L 1 F 1 R 1 DATE FILE FOR PERMIT 202 ANDERSEN A-SERIES ACW3050 CASEMENT GUNMETAL PRIMED 8' 0.40 0.27 MAX MAX LOW E4 (2)3'-0" 5'-0" YES NO 1 L 1 R 0 203 ANDERSEN A-SERIES ACW2650 CASEMENT GUNMETAL PRIMED 8° -' MAX MAX 0.40 0.27 LOW E4 2'-6" 5'-0" YES YES 1R 0 204 ANDERSEN A-SERIES ACW3050 CASEMENT GUNMETAL PRIMED 8�� _ 0.40 0.27 LOW E4 (3)3'-0" 5'-0" YES NO 0MAX 1L 1F 1 R 0 205 ANDERSEN A-SERIES ACW3050 CASEMENT GUNMETAL PRIMED MAX MAX LOW E4 (3)3'-0" 5'-0" YES NO 1 L � 206 ANDERSEN A-SERIES ACW2838 CASEMENT GUNMETAL PRIMED 0.40 0.27 LOW E4 2'-8" 3'-8" YES NO 1 L MAX MAX 0.40 0.27 207 ANDERSEN A•SERIES ACW2838 CASEMENT GUNMETAL PRIMED 8° MAXMAX LOW E4 2'-8" 3'-8" YES YES 1 L 208 ANDERSEN A-SERIES ACW3050 CASEMENT GUNMETAL PRIMED 8f .- 0.40 1 0.27 LOW E4 3'-0" 5'-0" YES NO 1 L MAX MAX EXTERIOR DOOR SCHEDULE NO. MANUF. MODEL SIDELIGHT/ TYPE FINISH-EXT FINISH-INT GLASS UNIT WIDTH UNIT COMMENTS STATIONARY PANEL HEIGHT A SIMPSON DOORS 504 XX INSWING ENTRY DOOR STAINED STAINED LOW E4 (2)3'-6" 7'-6" 4�'STILE;OAK-STAINED,SHAKER SQ STICKING B TBD TBD GARAGE DOOR STAINED STAINED LOW E4 9'-0" 7'-0" OAK-FINISH TO MATCH FRONT DOOR-EXISTING OPENING G.C.TO F.V C TBD TBD GARAGE DOOR STAINED STAINED LOW E4 9'-0" 7'-0" OAK-FINISH TO MATCH FRONT DOOR-EXISTING OPENING G.C.TO F.V D FWHICD-31611AL - INSWING GUNMETAL PRIMED LOW E4 3'-0" 7'-0" -- E FWHICD-29611AL - INSWING GUNMETAL PRIMED LOW E4 2'-8" 7'-0" EXISTING TO BE REPLACED-F.V. F FWHICD-29611AR - INSWING GUNMETAL PRIMED LOW E4 3'-0" 7'-0" DOOR G TBD TBD OXO INSWING STAINED STAINED LOW E4 (3)2'•8" 7'-6" OAK,TEMP.GLASS PATIO DOOR H FWHICD-31611AL INSWING GUNMETAL PRIMED LOW E4 3'-0" 6'-8" • FWGCD-7068R INSWING GUNMETAL PRIMED LOW E4 7'-0" 6'-8" DOOR TYPICAL WINDOW/DOOR NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL R.O.BEFORE ON WINDOW/DOOR QUOTES PRIOR TO FRAMING 2. SHOP DRAWINGS FOR WINDOWS/DOORS TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER 3. PROVIDE EXTENSION JAMBS AS FIELD CONDITIONS DICTATE EXTERIOR DOOR NOTES: 1. CONTRACTOR TO REVIEW ALL DOOR SWINGS/ACTIVE PANELS WITH ARCHITECT PRIOR TO ORDER 2. CONTRACTOR TO PROVIDE&INSTALL ALL REQUIRED HARDWARE 3. HARDWARE SWING DOOR: TBD PATIO GLIDING DOOR: MULTI-SLIDE DOOR 4. SILL SWING DOOR PATIO GLIDING DOOR 5. CONTRACTOR TO PROVIDE SCREENS(BRIGHT VIEW)@ ALL EXTERIOR DOORS, UNLESS NOTED OTHERWISE INTERIOR DOOR NOTES: 1. REFERENCE SHEET A- FOR TYPICAL DETAILS 2. HARDWARE: TBD SWING DOOR PROJECT TITLE: HANDLES: LATCH LOJAC RESIDENCE CATCH HINGES 1075 NARROW RIVER RD POCKET DOOR ORIENT, N.Y. PULLS TRACK SHEET TITLE:a WINDOW NOTES: Window Door Schedule 1. REFERENCE SHEET A-FOR TYPICAL WINDOW DETAILS 2. PROVIDE SCREENS(BRIGHT VIEW) 3. PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY SECTION R312.2 FOR DATE: PAGE: WINDOW SILLS LESS THAN 24"AFF&MORE THAN 72"ABOVE GRADE 4. PROVIDE WINDBORNE DEBRIS PROETCTION PER TABLE R301.2.1,1 NYS IRC 06-08-2026 SCALE: A-020 As Noted SITE INFORMATIOIN ADDRESS: 1075 NARROW RIVER ROAD SCTM: 1000-27.-3-6.2 ZONE: R-80 ( NON CONFORMING LOTS 280-124) POWERS HANCOCK DESIGN REQUIRED EXISTING % PO Box 400 z % FC South Jamesport, NY 11940 LOT AREA 80,000 SF 16,447 SF 0.2'W IV O 10 O J EXISTING BRICK PATIO 6' CODE REQUIREMENTS. Z pOST/� LAND N/F OF N /�F FF CLIFFORD COHEN LOT: 16,447 SF cn I O NCF k 0) (A EXISTING WELL N) _ ALLOWABLE EXISTING PROPOSED C ? NOTE: NO CHANGE TO FTl EXISTING POOL EQUIPMENT BUILDING HEIGHT 35'-011 ��' NO CHANGE 7 25 10 2 �\ x �3 �6, BUILDING FOOTPRINT ISSUE 1 REVISION EXISTING GATE/POOL FENCE LOT COVERAGE: 20% 3,040 SF 2,840 SF \ (3,289.4 SF ) �15Q 1�G 5WIMMING POOL =� N0. DATE ISSUE } 1 07-06-26 BID SET EXISTING 1 4',3 co 13.0 PATIO ON GRADE 420 SF \ EXISTING SHED cS 2 07-20-26 PERMIT-RESUBMISSION TVERAG FR NT �M�D __Nk TBAC ,gUBF Z EXISTING GENERATOR-TO REMAIN EXISTING OUTDOOR SHOWER (cp >� O&STAIRCASE TO BE REMOVED � Q EXISTING L.P.GAS LAND N/F O►F N U GATE 120SF �� EXISTING POOL GATE-TO (-TiZ „I„ REMAIN o ELIZABETH HOLTZMAN e� -� \�IW u DOUT OOR ,Z3 8r v EXISTING SEPT,CSYSTEM �O t2T-5" ISTING SIDE YARD EXISTING �Q '^ PROPERTY ADDRESS EXISTING FRONT N HOWE SCREENED 1 \ I v, 52.9 IN PORCH I N v YARD SETBACK � o EXISTING I a I NO CHANGE I _, \ 1405 NARROW RIVER RD 24'-0" WO790SFCK rN- 0 L — — — EXISTING GARAGE v \ I �° ~ REQ'D 10,10 m EXISTING 2 STORY FRAMED ^ IDEYARD DWELLING 'V FFL:12.4' I � 0 1245 NARROW RIVER ROAD 32'-0 i' ETBACK PROPOSED CHIMNEY L N FF:1740SF 23.3 y L 12.5 O EXISNG CONCRETE CURB I n - i I n i n O NEW 4'POOL FENCE PER ' EXISTING COVERED REQUIRED 28,-0„ -30.8 PORCH - _ _ EXISTING OVERHANG @RO F SIDEYARD SETBACK LAND N/F OF AVERAGE SETBACK= 24+,32'-0 2 - 56-0 z /2 = 28-0 O t� o CODE ABOVE TO BE CUT BACK I LAURENCE BUTTER 2 y V _ ^ I --_ 33'-44" 237. 70' ELEC. EXISTING GRAVEL WALKWAY METER = m GROSS FLOOR AREA RATIO CALCULATIONS: �� EXISTING WOOD STOOP& w o STEPS TO BE REMOVED m O 80SF LOT: 16,447 SF o o> 2 N GRAVEL ALLOWABLE: 2,906 SF _� EXISTINGNOCHANGE DRIVEWAY N0 I `` rnLE v 2100 SF +806 = 2 1 -905 SF S W o �� ADDITION/ 46 40 W — EXISTING ALTERATIONS PROPOSED HEDGE FIRST FLOOR 1,007 SF +211 SF 1,218 SF 148. 72 SECOND FLOOR 1,113 SF 0 SF 1,113 SF NARROW RIVER ROAD EDGE OF PAVEMENT GARAGE 506 SF 0 SF 506 SF ENCLOSED COVERED PORCH 227 SF -227 SF 0 SF OU.P. SITE PLAN 1 11 _ � SCALE: 1E6 - 1 -0 PROJECT TITLE: LOJAC RESIDENCE 1075 NARROW RIVER RD ORIENT, N.Y. SHEET TITLE: Proposed Site Plan DATE: PAGE: 06-16-2026 SURVEY PROVIDED BY: KENNETH M. WOYCHUK LAND SURVEYING PLLC SCALE: A.0 01 DATED: 01-07-26 As Noted SHEET NOTES DEMO NOTES : 14 -REMOVE ALL WINDOWS/DOORS — — — — — -REMOVE ALL EXISTING BUILT-INS /\ -REMOVE ALL EXISTING PLUMBING-CAP OFF AS REQUIRED -REMOVE ALL EXISTING FINISHES FLOOR PLAN KEYED NOTES POWERS HANCOCK DESIGN SCREENED IN PORCH PO Box 400 South JamespOrt, NY 11940 0 FLOORING: REMOVE ALL EXISTING WOOD FLOORS HALL BATH 10 1O O TILE FLOORING: REMOVE ALL EXISTING TITLE FLOORING I O KITCHEN: DEMO COMPLETELY E4tEDgRcy Qr1ER AO FO DINING KITCHEN O STAIRCASE: REPLACE FINISHES Z 2 CAR GARAGE * V N ODECK: REMOVE EXISTING DECKING/STAIRCASE& STRUCTURE AT HATCHED AREA _ _ _ _ _ _ _ _ COLUMN: EXISTING COLUMN&BEAM TO BE:REPLACED. �---- - - - - - © PROVIDE TEMP. SUPPORT AS REQUIRED - - - - ^ - - - - - - - - - POWDER ROOM ,9 04348B EXISTING STRUCTURE: EXISTING STRUCTURE TO na O REMAIN 10 8 EXISTING BEAM:G.C.TO CONFIRM SIZE OF EXISTING O BEAM&REPORT BACK TO ARCHITECT ------ O BASEMENT WALL: DEMO EXISTING FIN.WALL AS Christopher Powers 9 ------ INDICATED ISSUE I REVISION -- --- O 10 BATHROOM: DEMO COMPLETELY NO, DATE ISSUE -------- DECKING: REPLACE EXISTING DECKING G.G.TO 11 INSPECT EXISTING STRUCTURE-REINFORCE AS 1 06-08-26 FILE FOR PERMIT LIVING ROOM ------ BEDROOM ENTRY BEQUIRED 12 EXTERIOR WALL: G.C.TO F.V. EXISTING CONDITIONS @ 4 NOTED DEMO WALL&REPORT BACK TO ARCHITECT ------ 13 LOWER ROOF: ROOF PORTION OF LOWER ROOF ------ 14 STAIR CASE: REMOVE IN ITS ENTIRETY 15 16 18 EXISTING ROOF RAFTERS ASSUMED 2X10 @ 16"OC 1 g 20 Ij 21 Existing First Floor Plan/Demo Plan 22 SCALE: 1/4 V-01123 24 25 26 27 28 29 30 -- -'-' BEDROOM NO.3 I II I o II I SHARED BATH 10 L I BALCONY HALLWAY HALLWAY OFFICE PRIMARY BEDROOM ------ BEDROOM N0.2 PROJECT TITLE: ------ LOJAC RESIDENCE ------ 1075 NARROW RIVER RD ----- ORIENT, N.Y. SHEET TITLE: EXISTING FIRST & SECOND FLOOR PLAN Existing Second Floor Plan/Demo Plan DATE: PAGE: SCALE: 1/4 V-011 06-08-2026 SCALE: EX-1 00 As Noted SHEET NOTES DEMO NOTES : -REMOVE ALL WINDOWS/DOORS -REMOVE ALL EXISTING BUILT-INS -REMOVE ALL EXISTING PLUMBING-CAP OFF AS REQUIRED -REMOVE ALL EXISTING FINISHES UNEXCAVATED POWERS HANCOCK DESIGN O G.0 TO FIELD I VERIFY EXISTING CONDITIONS FLOOR PLAN KEYED NOTES @@FOUNDATION/SLAB PO Box 400 z � UNEXCAVATED FLOORING: REMOVE ALL EXISTING WOOD FLOORS South Jamespor , NY 11940 � o W @) O TILE FLOORING: REMOVE ALL EXISTING TILE FLOORING o w .� N O3 KITCHEN: DEMO COMPLETELY ��5�(�QHER G Cy�T 01 ® STAIR CASE: REPLACE FINISHES ��0 Ao�� — — — — — — — — — — — 4 — — — — — — — — — — — — — Lfl O STRUCTURE AT HATCHED AREA ... REMOVE EXISTING DECKING/STAIRCASE&. — 5 COLUMN: EXISTING COLUMN&BEAM TO BE REPLACED. PROVIDE TEMP.SUPPORT AS REQUIRED T,9TF04348$ UNEXCAVATED O EXISTING STRUCTURE: EXISTING STRUCTURE TO -_---- I REMAIN ------ ® EXISTING BEAM:G.C.TO CONFIRM SIZE OF EXISTING _��_�� O BEAM&REPORT BACK TO ARCHITECT Christopher owers @ O INDICATED MENT ED WALL: DEMO EXISTING FIN.WALLAS -_-__--_-_ � ISSUE IREVISION ______ N 10 BATHROOM: DEMO COMPLETELY NO, DATE ISSUE -------- UEUKING: REPLACE EXISTING DECKING G.C.TO ---- 11 INSPECT EXISTING STRUCTURE-REINFORCE AS 1 06-08-26 FILE FOR PERMIT ---- 4 REQUIRED ------ 12 EXTERIOR WALL: G.C.TO F.V. EXISTING CONDITIONS @ NOTED DEMO WALL&REPORT BACK TO ARCHITECT 13 LOWER ROOF: ROOF PORTION OF LOWER ROOF 14 STAIR CASE: REMOVE IN ITS ENTIRETY 15 16 17 18 19 EXISTING FOUNDATION PLAN 20 1 _ SCALE: 114„ - 1 -0„I 21 22 23 24 25 26 27 28 O UNEXCAVATED G.0 TO FIELD VERIFY EXISTINCG CONDITIONS 29 @ FOUNDATION ISLLAB z v 30 � O X — w UNEXCAVATED MECHANICAL ROOM LL LAUNDRY UNEXCAVATED EXIST cC0 N EXIST WASHER/DRYER UNEXCAVATED I Z U • _ __ o @) FINISHED BASEMENT EXIST 00 MU BLOCKING FOR ------ cl) X ISOKERN UNIT ABOVE --_--_ ¢ N REFERENCE STRUCTURAL PLANS ------ '` PROJECT TITLE: LOJAC RESIDENCE 1075 NARROW RIVER RD ORIENT, N.Y. SHEET TITLE: FOUNDATION PLAN 1 FINISHED BASEMENT PLAN PROPOSED FOUNDATION PLAN DATE: PAGE: 2 �I _ II 06-08-2026 SCALE: 114 - 1�-0 SCALE: A-10 0 As Noted SHEET NOTES NOTES: REFER TO PLANS BY BUCHNER ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, DIMENSIONS, ETC. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, CONFLICTS IN DRAWINGS PRIOR TO PROCEEDING WITH WORK 5/8"GYP. BD. ON ALL WALLS&CEILINGS (U.O.N.) (MOISTURE RESISTANT GYP. BD. @ BATHROOM'S) " POWERS HANCOCK DESIGN PO Box 400 FLOOR PLAN KEYED(NOTES z-3 South JamespM, NY 11940 35'-0" 5`2' 35'-s^ O WOOD FLOORING:SEE FINISH SCHEDULE AND ' 1 INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ISTONE/TILE FLOORING: SEE FINISH SCHEDULE AND ISTING SCREENED IN PORCH ±4'-3k EXIST O INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ��REp qRc EXHAUST VENT FROM BELOW-VENT THROUGH ROOF QH �G\� ER G. O/,G� FURR OUT WALL AS REQUIRED, `r�O OIPE WOOD DECKING: REPLACE ALL EXISTING DECKING 10 i ��\ wlos O WITH NEW IPE DECKING W/CONCEALED FASTENERS * U N O SD SMOKE DETECTOR O 0 OUTDOOR 348a © CM CARBON MONOXIDE DETECTOR �T04 � SHOWER OQ� O7 NEW MASONRY STEPPING STONES: WI08 WI07 � I WI06 ® FLAT CEILING:SEE REFLECTED(CEILING PLAN Christopher Powers _ - r- - EXISTING SCREENED IN PORCH OO O CATHEDERAL CEILING: SEE REIFLECTED CEILING PLAN ISSUE/REVISION W109 ,7 EQUAL EQUAL — —1 ,O OWDER RM -- ------------ __________ __________ _ C2D NO. DATE ISSUE �^ 5f ±121.0"EXIST 23'-6" 10 NEW WOOD FENCE&GATE-POOL COMPLIANT '-9" 9'-31^ 3`9" 1'.3" I 210^ 5'•0" 1 06-08-26 FILE FOR PERMIT BUILT-IN '� BUILT-IN `?6 OEXISTING POOL COMPLIANT FENCE&GATE-TO 11 REMAIN KITCHEN lO LL: W wuo z 0 BREAKFAST � IOQ " u'-, �o NOOK I I O _ PRONTDOOR 12 BUILT-IN MILLWORK ELEMENT: Wi --- -I - -w U- — r---r-----------ol--------- --- O NEW ISOKERN FIREPLACE: M`� z LU Li I CENTER ON WINDOW I I SD WI04 13 WIII =O c' - - - - _ _ -- -- L--- — 14 COORDINANEINFLIMSw/SELECTED UNIT m XT 2 CAR GARAGE � w ----------- OCG¢ t10-o"EXIST 5-p NEW GAS SERTIREPLACE - - - - - — _ - -WOOD DECK `- --- — — — — — — — -- — — —® WINDOW= 5" 15 EXISTING STAIRCASE TO REMAIN: W112 ------ ISLAND= 19 O I I COLUMNS ( PROVIDE NEW OPENING 12 I z 12 FIELD VERIFY WINDOW FRAMING DINING NOOK x Q w I UP I 16 @ R 12 cka 10 I BEFORE PLACING WINDOW ORIDE O wlls 0wn4 O Z -- --- I ENTRY 17 ALIGN COLUMNS WITH EXISTING BEAM 11 ``J I 18 COORDINATE LOCATION OF WINDOW WITH WINDOW CO --- --- I ABOVE OR BELOW EQUAL- EQUAL B 19 ADDIJTIONAL I FORMATIONCTURAL POST: SEE TRUCTURAL DRAWINGS FOR LIVING ROOM ______ DINING ROOM _ O O a ------ O RESERVED w w wlo3 «x o � ,. = 21 WALL MOUNTED ROOF DRAIN- J _-__-- UP 22 ROOF DRAIN: PROVIDE ACCESS HATCH WHERE APPLICABLE _---_- 1`-7g1^ WINDOW- WINDOW= - -30 M J WINDOWABOVE UP WINDOW ABOVE COVERED PORCH 23 CODE COMPLIANT GUARDRAIL: REFERENCE DETAILS M m TO ASSUMED FRAMED WALL 24 EGRESS CODE COMPLIANT WINDOW wlol �X 18 wlo2 UP 25 BRICK VENEER AT CHIMNEY �� 24 ON 24 O WALK IN CLOSET:COORDINATE SHELVES&RODS W/ 10'-01, \`�� ±30'-q-EXISTING F.V. 18 t1 ±23'-4"EXIST F.V. 26 CLIENT PRIOR TO INSTALLATION a EXIST ±75'-11j"EXISTING FIELD VERIFY 27 TEMPERED GLASS 10 28 SHOWER(CURBLESS): FLOOR JOISTS DROPPED @ THIS LOCATION-REFER TO STRUCTURAL DRAWINGS 2 29 SHOWER NICHE -30 30 RECESSED MEDICINE CABINET 31 ROOF BELOW 32 SHOWER BENCH SEAT: STONE SLAB TO SELECT BY OVVNER 33 ELECTRIC RADIANT FLOORING @ BATHROOM SYMBOLS ---------- EXISTING CONSTRUCTION TO BE ---------- REMOVED EXISTING CONSTRUCTION TO REMAIN F: 7 ' NEW FRAMED CONSTRUCTION EXISTING FOUNDATION WALL TO REMAIN PROPOSED POURED FOUNDATION WALL — — — — — LINE ABOVE Proposed First Floor Plan ---------- LINE BELOW 1 - 1 —- -— GUIDELINE/CENTER LINE PROJECT TITLE: SCALE; 11411 - 1 -011 LOJAC RESIDENCE x ELEVATION TAG 1075 NARROW RIVER RD x-xx x ORIENT, N,Y. x. SECTION TAG SHEET TITLE: x x.X X INTERIOR ELEVATION TAG PROPOSED FIRST FLOOR X PLAN (-- XX DETAIL MARKER DATE: PAGE, GEXTERIOR DOOR'TAG 06-08-2026 e WINDOW TAG SCALE: A-101 XXX INTERIOR DOOR TAG As Noted SHEET NOTES eta` NOTES: REFER TO PLANS BY BUCHNER ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, DIMENSIONS, ETC. ±45•3 'Exlsr CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, CONFLICTS IN DRAWINGS PRIOR TO PROCEEDING WITH WORK ±30'-0"EXISTING ±15'4'EXIST 5/8" GYP. BD. ON ALL WALLS&CEILINGS(U.O.N.) 'A`` (MOISTURE RESISTANT GYP. BD. @ BATHROOM'S) " 'x POWERS HANCOCK DESIGN 24 wzo4 FLOOR PLAN KEYED NOTES PO Box 400 South Jamesport, NY 11940 r OWOOD FLOORING:SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION SQUALL EQUI L 2'•0" O STONE/TILE FLOORING:SEE FINISH SCHEDULE AND wz 06 _ INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION Ep ARC OEXHAUST VENT FROM BELOW- VENT THROUGH ROOF �G��OQj1ER G.O FURR OUT WALL �.0 5 wzoe wzoe IPE WOOD DECKING: REPLACE ALL EXISTING DECKING ZQ' i O WITH NEW IPE DECKING W/CONCEALED FASTENERS O5 SD SMOKE DETECTOR 21 — — — — I o v ❑ BEDROOM NO.3 w 1/ N SHOWER SHOWER O I © CM CARBON MONOXIDE DETECTOR T,9T 04348E 0� PRIMARY CLOSET I , , 1 HALL BATHROOM O I O F r� I PRIMARY 4,1 , 3 ' �� 3' t" ±15'-2^EXIST F.v. O7 NEW MASONRY STEPPING STONES: BATHROOM I I (D L]BALCONY O I ® FLAT CEILING: SEE REFLECTED CEILING PLAN Christopher Powers � " 1 SD CATHEDERAL CEILING: SEE REFLECTED CEILING PLAN ISSUE 1 REVISION V 11 12 10 NEW WOOD FENCE&GATE-POOL COMPLIANT NO, DATE ISSUE 21 I SD HALLWAY 1 06-08-26 FILE FOR PERMIT EXISTING POOL COMPLIANT FENCE&GATE-TO O 11 REMAIN SD CM SD 12 BUILT-IN MILLWORK ELEMENT: DN OFFICE I O SD 13 NEW ISOKERN FIREPLACE: ' 1 COORDINATE FINAL DIMS w/SELECTED UNIT NEWS OPED ry 2X8 C.J. 16"OC � W 14 NEW GAS INSERT FIREPLACE j14 I ------ b b� 15 EXISTING STAIRCASE TO REMAIN: I 1 41 � ±1r•11 "EXIST PROVIDE NEW OPENING IL - ±13'-104"TIST - ±3'- -- ±11'$"EXIST EXIS 7 F.V. r 16 FIELD VERIFY WINDOW FRAMING @ DINNING NOOK EQUAL EQUAL - — WINDOW= BEFORE PLACING WINDOW ORDER PRIMARY BEDROOM i w i BEDROOM NO.2 A- 8 q WINDOWABOVE 19 17 ALIGN COLUMNS WITH EXISTING BEAM ------ 18 18 COORDINATE LOCATION OF WINDOW WITH WINDOW wzoe EQUAL EC UAL ----- EQUAL EQUAL O BALCONY ABOVE OR BELOW X 19 STRUCTURAL POST:SEE STRUCTURAL DRAWINGS FOR G-- —0— � ADDITIONAL INFORMATION 20 RESERVED Owzoe wzoz 23 O 21 WALL MOUNTED ROOF DRAIN- ROOF DRAIN: PROVIDE ACCESS HATCH WHERE APPLICABLE 23 CODE COMPLIANT GUARDRAIL: REFERENCE DETAILS ±30'-04"EXIST ±12'-6"EXIST EXIST 24 EGRESS CODE COMPLIANT WINDOW 25 BRICK VENEER AT CHIMNEY WALK IN CLOSET: Pro posed Second Floor Plan 26 CLIENT PRIOR TO NOSTTALDLATIONSHELV/ES&RODS W/ 1 SCALE, 114n _ 1 -0 11 27 TEMPERED GLASS 28 SHOWER(CURBLESS): FLOOR JOISTS(DROPPED @ THIS LOCATION-REFER TO STRUCTURAL DRAWINGS 29 SHOWER NICHE 30 RECESSED MEDICINE CABINET 31 ROOF BELOW 32 SHOWER BENCH SEAT: STONE SLAB TO SELECT BY OWNER I � II 33 ELECTRIC RADIANT FLOORING @ BATHROOM tI I I I SYMBOLS II ,I it II I I i j i ---------- EXISTING CONSTRUCTION(TO BE II II I I I I i i ---------- REMOVED LiI I II I I I ASSUMED EXISTING ASSUMED EXISTING SHMEB EXISiMIG I I I ASSUMED EXISTING EXISTING CONSTRUCTION TO REMAIN 2X10 R.R.@ 16"OC 2X10 R.R.@ 16"OC I 2X1 IR.R. 16"OC i I 2X10 R R.@ 16"OC III II I I n ii -------------- -==1� NEW FRAMED CONSTRUCTION r L----------- --� [ �F- I II I II EXISTING FOUNDATION VVALL TO REMAIN II r Li EW CRICKET I I I I n II I I I I v PROPOSED POURED FOUNDATION WALL I I II I L-n I II I I — — — — — u I I LINE ABOVE II I I ❑ II II I LINE BELOW -----J F PROJECT TITLE; —- -— GUIDE LINE/CENTER LINE CUT BACK EXISTING ROOF RAFTERS- LOJAC RESIDENCE REPLACE WITH FLAT ROOF RAFTERS X ELEVATION TAG 1075 NARROW RIVER RD X-XXX ORIENT, N.Y. X X XXX SECTION TAG SHEET TITLE; Proposed Roof Plan X X_ ( X INTERIOR ELEVATION TAG PROPOSED SECOND 2 SCALE. 11811 _ 1 -0 11 X FLOOR PLAN - DETAIL MARKER DATE; PAGE. X X EXTERIOR DOOR TAG 06-08-2026 X X WINDOW TAG SCALE: A-1 0 2 O XXX INTERIOR DOOR TAG As Noted pr- - POWERS HANCOCK DESIGN 4 PO Box 400 South Jamesport, NY 11940 ❑ � NOTE: ��r ✓ �r EXISTING FOOTPRINT OF THE HOUSE OIL EXISTING TOP OF RIODGE _ _ o &ROOF STRUCTURE TO REMAIN-ALL �; WINDOWS&DOORS TO BE REMOVED& FtED AR REPLACED �5�� ER cy/ ------ - `� I `.; REPLACE ALL SIDING �G �OQN G,ipOT�C� LID 1:t;0 I tlz' EXISTING TOP PLATEE 0 MAIN GABLE EKISTING TOP PLATE @ MAIN GABLE qTF 043488 74 W - ❑ Christopher Powers ---- �I I -- > ❑ ISSUE I REVISION CUT BACK EXITING ROOFLINE - TOP OF EXIST FIN.;SECOND FLOOR -- I -- i c�-_,_____,� ,,--��> C HATCH AREA TOP OF EXIST FIN.SECOND FLOOR N0, DATE ISSUE 1 06-08-26 FILE FOR PERMIT D, H ❑ F-1 F-1 =l ❑ ❑ �❑) ❑ ❑ ❑ ■ ❑ ❑ FM III I LL-L 77-1 ::p— TD � )o TOP OF EXIST FIN.IFLOOR �� ELE.i 0'-0" _ TOP OF EXIST FIN.FLOOR ELE..0'-0" TOP OF EXIST FIN. _ TOP OF EXIST FIN. FLOOR F,d,TR TOP OF SLAB @ GAFRAGE TOP Of SLAB @GARAGE Existing Side (West) Elevation Existing Front (South) Elevation 6" = 1'-0" SCALE: 114 1 -0 11 SCALE: E ------- --------------- a 0 El PROJECT TITLE: LOJAC RESIDENCE 1075 NARROW RIVER RD Existing Side (East) Elevation DKisting Rear (North) Elevation ORIENT, N.Y. 3 SCALE. 16 - 1 -0 4 SCAALE. 114 1 -0 SHEET TITLE: Existing Elevations DATE: PAGE: 06-08-2026 SCALE: EX-2 As Noted ELEVATION NOTES 5 ROOF:EXISTING ASPHALT-TO REMAIN-REPLACE AS NEEDED 1 Q SIDING:ALASKAN YELLOW CEDAR SHINGLE ACCENT SIDING:HORIZONTAL CEDAR BOARDS -'t d `,. )'' NEW WINDOWS: -�' ��Y POWERS HANCOCK DESIGN -'/. `T'' oi- EXTERIOR GAURD RAIL: ��,'t '.T......i: 5 T-O"HIGH RAIL PO Box 400 EXIST G TOP OF RIDGE ,,. ',.'—', ..__' South Jamesport, NY 11940 ':' '` � :i_'_, 6 ,.,. - ,.. J..,_i.t: - I, -' __::;,, i i!t� _. I !I, O GARAGE DOOR: r::.., �. , -1Q,1- ICI _ >i!:,.1. JL1...11(4 ',..; �A...I~ 7 REPLACE IN KIND 2J.} i! )�._/: •t.__..�. ,!.I i l 1 1.1. i E l l...u.-,1._t.;.I.! _._ ,.,._, 1.: f; i 11 1..; 11 `'11 i.... . <.L1..I1 i )' >, :1.t, 11,i l; 11 , ! 11 1 I r-= i EXTERIOR SCONCE(TYP.): FLED A y--"' Iif 1 .!I ( 1 II..J 111 (.:! IifJril<.Iia,J �l l :.E' 11 111 H I 1 II i; 1 i ® ��5�Qt1ERG A 1T ,,, o y Y !i.., i i,' I 11 1 ; ! ia..�l ( i 1 1. 1.. I l I s L. ._, L,.L J' ;, SEE ELECTRICAL PLAN FOR ADDITIONAL INFO �YP AO ` !C ! , :! 1: 1 „ 1' !; 11 . ,1 I. ,' : !, .! , I . I „f! : I ;' 1 1.',' .;J. . .. ; ...:...I... f[1;..1 :.a l_I 1 ,. 9 DECKING:REPLACE EXISTING DECKING WITH NE IPE(WOOD)- J !y /r r,, ,/—f <:. :. ...._,1..,..,a.. , 1 . > I ,l[. 1 l. ( I, 1 i. i I <, r`��....1 \.,�,:. .� ,.I I1 I, ,1 I ♦i-- ,-I) 1: ,I,� J''' #1 l 1 I�_I1 .-!I_i .Ja! ,1..�,—::�4A. � ' - i- I_ ` ' ,I ! ,! i ! '' 1 i - ..i i I J' I 1 CONCEALED FASTENERS (n \- ; ! I , i �f' (! ! ! !! I"!`1 !i 1 II ! ., , ': I ! i ! :I i1 ! 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I J! :, :! 1 . .,' 1 ,:.I ,11 .i- TOP OF EXIST FIN. FLOOR j(� �1 (rl J.: \ I' l� i i (_ ORIENT N.Y. ELE. +0' 0" — — !_1' l-J. lE v l i i ( ' ' ! 1t' 11!, 1.1 i' CI J l 1 J] :_. 'IL I l.; 1!!, J TOP OF EXIST FIN. - - I. 1' `I' i j , ' 11 ; SHEET TITLE I J _ S ` oQR @ENTRY , .' T-8"PROPOSED PROPOSED FRONT & REAR TOP OF SLAB @ GARAGE GARBAGE STORAGE ELEVATIONS 25'-82"FRONT YAARD/SKYPLANE SETBACK DATE: PAGE: Proposed Side (East) Elevation 06-08-2026 2 _ SCALE: 114II - 1 1-01I SCALE: A-202 As Noted EXISTING TOP OF RIDGE — R F/ST/s�°p POWERS HANCOCK DESIGN /Ey,�S��N�'R' RCRR Fxsr R HFw \ /N� R F° PO Box 400 \_ — EXISTING TOP PLATE @MAIN GABLE / NEW C.J. � South Jamesport, NY 11940 fff_ �o9,ED AR HER G A0 PRIMARY BEDROOM BEDROOM OFFICE " TOP OF EXIST FIN. SECOND LO — S'T,9T 04348E O Christopher Powers N o W ISSUE /REVISION X w U) W N Z N0. DATE ISSUE N L—Zi I" n 1 06-08-26 FILE FOR PERMIT LIVING ROOM SITTING ROOM ENTRY TOP OF EXIST FIN. FLOOR TOP OF EXIST FIN- ji, ;-aiiir,",.,i:; /i7." ::...ii r, 0QR @ ENTR P.T.SLEEPERS ON EXISTING ' / SLAB ON GRADE %- TOP OF SLAB @ GARAGE ASSUMED / ;o j UNEXCAVATED FINISHED BASEMENT FINISHED BASEMENT /,: Ad/ SECTION @ PRIMARY BEDROOM SCALE: 114 V-011 NEW C.J. NEW C.J. OFFICE BEDROOM NO.3 I ENTRY GUEST BEDROOM PROJECT TITLE: a LOJAC RESIDENCE i ate' a. 1075 NARROW RIVER RD ORIENT, N.Y. SHEET TITLE: BUILDING SECTIONS SECTION @ ENTRY DATE: PAGE: 2 � SCALE: 114 = 1 -0 06-08-2026 SCALE: A-301 As Noted 'n TYPICAL ROOF/CEILING CONSTRUCTION: � EXISTING ASPHALT ROOF-CONTRACTOR TO F.V.EXISTING CONDITIONS-REPAIR AS NEEDED NEW CLOSED CELL SPRAY INSULATION i POWERS HANCOCK DESIGN — � PO Box 400 South Jamesport, NY 11940 �FtED A/Z C OQtiER G A EXISTING 2X'S-G.C.TO VERIFY EXISTING CONDITION-REPLACE AS REQUIRED Q- O�C�* U can F,f: NEW HALF RND GALV.GUTTER EW IX6 WOOD SOFFIT IX WOOD FASCIA 2X SUB FASCIA AS REQUIRED T,9rF 043488 14'-04"EXISTING- ADJUST OVERHANGS AS REQUIRED TO ALIGN FASCIAS' Christopher Powers ISSUE 1 REVISION NO. DATE JISSUE 1 06-08-26 FILE FOR PERMIT T.O.EXISTING FINISHED SECOND FLOOR --� ------------------------- I� --� FIRST FLOOR CEILING FINISH ------------------ l�Y•i- TYPICAL 2ND FLOOR CONSTRUCTION. NEW 3/4'WOOD FLOORING EXIST/NEW SUBFLOOR(REF.STRUC.PLANS) EXISTING FLOOR JOISTS(REF.STRUC. PLANS) w/SOUND ATTENUATION INSUL. 5/8'GYP.WALL BOARD(PAINTED) `REF.PROD.MANUAL FOR MATERIAL SPEC. TYPICAL EXTERIOR WALL CONSTRUCTION: CEDAR SIDING REFERENCE ELEVATIONS DRAINAGE/VENTILATION MATRIX LAYER SELF ADHERED WEATHER RESIST.BARRIER SHEATHING(SEE STRUC.PLANS) WALL STUDS(REF.STRUCTURAL PLANS) w/ C.C.SPRAY FOAM INSUL.-REF. INSULATION DIAGRAM `REF.PROJECT MANUAL FOR MATERIAL SPEC. TYPICAL IST FLOOR CONSTRUCTION 3/4'WOOD FLOORING EXIST SUBFLOOR(REF.STRUC.PLANS) EXIST FLOOR JOISTS(REF.STRUC.PLANS) BATT INSULATION "REF.PROJ.MANUAL FOR MATERIAL SPEC. T.O.EXISTING FINISHED SECOND FLOOR CLOSED CELL SPRAY FOAM INSULATION 0 RIM(TYP.) EXISTING 2x P.T.SILL PLATES w/SILL SEAL 8 COPPER - TERMITE SHIELD(TYP.)-G.C.TO FIELD VERIFY EXISTING CONDITIONS-REPLACE AS REQUIRED T.O.EXISTING FINISHED SECOND FLOOR H.D.G.STL.ANCHOR BOLTS AS PER STRUC.DRAWINGS(TYP.) "VENTRIM"(OR EQ)VENTGRID TERM'NATION/TRIM STRIP FLUSH W/ B.O.SHEATHING ALL EXPOSED FOUNDATION WALLS TO RECEIVE PARGE COAT w / REFER TO STRUCTURAL DRAWINGS FOR ALL / FOUNDATION,FRAMING&UPLIFT CONNECTIONS � 'LA A TYPICAL BASEMENT INTERIOR WALL CONSTRUCTION: �j a/ (2)LAYERS LIQUID APPLIED DAMP PROOFING INTERIOR FACE OF P.CONC.WALL j -2"C.C.SPRAY INSULATIONS 2X4 STUD WALL @ 16"OC W/P.T.BASE PLATE j -5/8"THICK M.R.GYPSUM BOARD FOUNDATION EXISTING FND TO REMAIN-G.C.TO FIELD / PROJECT TITLE, VERIFY EXISTING CONDITION OF FIND-REPORT �/ BACK TO ARCHITECT EXISTING FOOTING TO REMAIN LOJAC RESIDENCE EXISTING SLAB-G.C.TO FIELD VERIFY // / a / 1075 NARROW RIVER RD ORIENT, N.Y, ' SHEET TITLE: WALL SECTION DETAIL DATE: PAGE: TYPICAL WALL SECTION DETAIL 06-08-2026 1 1 - SCALE: A-401 SCALE: 12 - 1 -0 As Noted GENERAL NOTES BEAM STANDARD CALLOUT SPAN ARROW SPAN ARROW 1. ALL STRUCTURAL WORK HAS, BEEN DESIGNIED IN ACCORDANCE WITH THE 2025 ABBREVIATIONS AND SYMBOLS RESIDENTIAL CODE OF NEW YORK STATE (RCNYS), ASCE 7-16, AND REFERENCED # OF 14" *"`ALL LVL PLIES TO BE 14"WIDTH SPAN DIRECTION STANDARDS. AB ANCHOR BOLT PL PLATE PLIES �� 2. ALL WORK SHALL COMPLY WITH THE NYS UNIFORM CODE, ENERGY CODE, AND LOCAL ARCH ARCHITECT PLF POUNDS PER LINEAR FOOT LVL BEAM (X) *DEPTH* LVL RAFTER PITCH EXTENTS OF NEW 5" SLAB ON GRADE W/ BUILDING DEPARTMENT REGULATIONS. BC BOTTOM CHORD PLWD PLYWOOD DIRECTION-A cD FRAMING SLAB ON WWF 4X4 W-2.OxW-2.0, 3. THE CONTRACTOR SHALL VERIFY ALL FIELD DIIMENSIONS AND EXISTING CONDITIONS z OVER 10MIL VAPOR BARRIER BEL BELOW PSF POUNDS PER SQUARE FOOT PRIOR TO FABRICATION OR CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED Cl- BM BEAM PSI POUNDS PER SQUARE INCH #OF 14" RAFTERS N GRADE TO BUCHNER ENGINEERING, PLLC BEFORE PROCEEDING. BO BOTTOM OF PSL PARALLEL STRAND LUMBER BEAM BELOW PLIES 4. NO DEVIATION FROM THESE- DRAWINGS SHALL BE MADE WITHOUT WRITTEN BP BASEPLATE RF ROOF APPROVAL OF THE ENGINEER. BOS BOTTOM OF STEEL RJ ROOF JOIST TYPICAL PLANE •# - - - - (X�_DEPTH* LVL _ _ _ _ _ # \�TOPE.&RAFTER SPACING 5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING NECESSARY BRCG BRACING RTNG RETAINING FOR STABILITY DURING CONSTRUCTION. U N EXCAVATED UNEXCAVFILL OR WELL 6. FIRST FLOOR FRAMING TO BE INSTALLED PRIOR TO BACKFILLING BASEMENT WALLS BRIG BEARING SECT SCHEDULE #OF 14 COMPACTED FILL DENSITY, MODIFIED BS BOTH SIDES SECT SECTION CEILING t PROCTOR DENSITY, NO FINES 7. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL PENETRATIONS AND OPENINGS PLIEE � BW BOTH WAYS SF SQUARE FEET �3) 11-1RLVL W/(2) 1/2 x 11 STL PLTS AREA OR ORGANICS WITH OTHER TRADES. UNAPPROVED CUTTING OIR BORING OF STRUCTURAL MEMBERS IS C CAMBER SHTHG SHEATHING FLITCH BEAMSPA ING PROHIBITED. CA COLUMN ABOVE SIM SIMILAR JOISTS I DASHED SPAN 8. THE ENGINEER IS NOT RESPONSIBLE FOR MEAN LINS, METHODS, SEQUENCING, OR SAFETY CANT CANTILEVER SOG SLAB ON GRADE E OF CONSTRUCTION. CB COLUMN BELOW SPEC SPECIFICATION (TOP OF WALL) 9. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH APPLICABLE CC CENTER TO CENTER SS STAINLESS STEEL T.O.W. (TOP OF SHELF) T,O.S ASTM, AISC,ACI,AND NDS STANDARDS. CF CUBIC FOOT STAG STAGGER *DEPTH* I*SERIES* EL. _ - -X" EL, _ - X'-X" 10. LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER SCALE PLANS. CIP CAST IN PLACE STIF STIFFENER TJ I SPA TING WALL ELEVATION 11. THESE DRAWINGS REMAIN THE, PROPERTY OF BUCHNER ENGINEERING, PLLC AND MAY CL CENTERLINE STL STEEL NOT BE REUSED WITHOUT WRITTEN CONSENT. COL COLUMN STRUCT STRUCTURAL CALLO UTS DESIGN CRITERIA CCY ONC CUBICO RETE YARD TO TOP OF TOP CHORD B.O.F.HORD _ -X'-X" 7 •• BUILDING CODE: 2025 RCNYS DIA DIAMETER TEMP TEMPORARY EXISTING PROTECT A MAINTAIN (BOTM. OF FOOTING) •• RISK CATEGORY: II DET DETAIL TOC TOP OF CONCRETE EXISTING 2x X]FRAMING F3.0 •• GROUND SNOW LOAD (PG): 25 PSF DN DOWN TOF TOP OF FOOTING FRAMING BP-2 F - 7 •• BASIC WIND SPEED (3-SEC GUST): 130 MPH DWL DOWEL TOS TOP OF STEEL ISOLATED •• EXPOSURE CATEGORY: D EF EACH FACE TOW TOP OF WALL •• SEISMIC DESIGN CATEGORY: B OR C (SITE SPECIFIC) EOS EDGE OF SLAB TYP TYPICAL FOOTING •• LIVE LOADS: EP EMBEDDED PATE UON UNLESS OTHERWISE NOTED L -) •••• RESIDENTIAL FLOORS - 40 PSF EQ EQUAL VIF VERIFY IN FIELD •••• ATTICS WITH STORAGE - 20 PSF EX EXISTING W/ WITH DEFLECTIONL LIMITS: D LSF OORS 360RIVE, L/4POINT LOAD F FOOTING WP WORKING POINT A /480 FOR HIGH END HOMES) FDN FOUNDATION WWR WELDED WIRE REINFORCEMENT DETAIL CALLOUTS LATERAL STEEL FIN FINISH CONCRETE NOTES FJ FLOOR JOIST FLG FLANGE - FRMG FRAMING SHEAR WALL DESIGN ID 1. ALL CONCRETE WORK SHALL COMPLY WITH ACII 117, 301, AND 318. (COMBO OF PLYWOOD&HOLDDOWN) MOMENT 2. CONCRETE STRENGTH (F'C): FT FEETFTG FOOTING I I •• PER TABLE ON S-200-� CONNECTION VALUE DETAIL SEGMENTED SW-# MOMENT (FT-KIPS )_1 FOOTINGS AND FOUNDATION WALLS - 4,000J PSI; GALV GALVANIZED o°°° °°°°°°°°°°° ° °°°°°°° °°°°°°°°°°°°° STEEL BEAM CALLOUT ) 2.•• SLABS ON GRADE - 3,000 PSI; GR GRADE L X°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° 2.•• ELEVATED DECKS OR STRUCTURAL SLABS - �4,000 PSI. HDR HEADER X SHEAR WALL HD HD FRAME GRAVITY REACTION 3. READY-MIX CONCRETE PER ASTM C94. NO WA-TER MAY BE ADDED ON SITE WITHOUT HGR HANGER S-XX MOMENT ENGINEER'S APPROVAL. HORIZ HORIZONTAL CONNECTION 4. REINFORCING STEEL:ASTM A615 GRADE 60 DEFORMED BARS. KSF KIP PER SQUARE FOOT SYMBOL 5. MINIMUM CONCRETE COVER: 5.•• • 3" AGAINST EARTH LB LAG BOLT 5. 2" EXPOSED TO WEATHER LL LIVE LOAD X PERFORATED SW-#(CONTINUOUS ABOVE/BELOWOPEN/NG) DIAGONAL .. SECTION ® °a °o•o N, R °°° °o 65•AIR ENTRAINMENT REQUIRED FOR EXTERIOR OR EXPOSED CONCRETE.CONCRETE. LLH LONG LEG HORIZONTAL SHEAR EAR WALL °° BRACED CROSSBRACE LWC LIGHTWEIGHT CONCRETE S-XX HD HD 7. CONSTRUCTION JOINTS SHALL OCCUR ONLY WHERE APPROVED BY THE ENGINEER. LVL LAMINATED VENEER LUMBER OSS BRACE SHAPE CALLOUT MC MOMENT CONNECTION FRAME 8. PROTECT CONCRETE PER ACI 305/306 FOR HOT OR COLD WEATHER PLACEMENT. STEEL BEAM CALLOUT NTS NOT TO SCALE9. �: FOOTINGS FLOOR FRAMING TO BE INSTALLLOED PRIOR TO BACK ILLI G BASEMENT WALLS NWC NORMAL WEIGHT CONCRETE SIMPSON ST DEPTH (36" MIN.TYPICAL). WSWH[X]x[Y] STRONG WALL q 0. FIRST OC ON CENTER °°°°°°°°°°°°°°°°°° o STRONG P/C PRECAST STRONG WALLWALL AL PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT WIDTH REINFORCING STEEL FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 1. REBAR SHALL CONFORM TO ASTM A615 GR. 60 OIR ASTM A706 FOR WELDABLE BARS. DESCRIPTION OF BUILDING ELEMENTS QUANTITY SPACING 2, WELDED WIRE FABRIC PER ASTM A185 OR A10641, LAPPED ONE FULL MESH AT ENDS. ROOF FRAMING 3. PROVIDE STANDARD SUPPORT: (CHAIRS OR PRIECAST BLOCKS) TO MAINTAIN REQUIRED RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER COVER. CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST 4. 5. WELDING OF REINFORCEMENT ONLY WHEN APPROVED IN WRITING BY THE ENGINEER CEILING JOIST TO PARALLEL RAFTERS,F.N. (5)16d EACH LAP AND PERFORMED PER AWS D1.4. FRAMING LEGEND CEILING JOIST,LAPS OVER PARTITIONS,F.N. (5)16d EACH LAP COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE WOOD FRAMING NOTES BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END RIM BOARD TO RAFTER,END NAILEID (2)16d EACH END 1. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR-LARCH OR SOUTHERN PINE NO.2 - STEEL COLUMN BELOW OR BETTER, KILN-DRIED TO 19% MC OR LESS. GO ® - LOAD BEARING WALL BELOW O ROOF RAFTERS TO RIDGE 2. ENGINEERED LUMBER TO FOLLOW THE FOLLOVIVING GRADES: Y� - STEEL COLUMN ABOVE/ BELOW TOE NAIL (4)16d PER RAFTER C 7 - LOAD BEARING WALL ABOVE FACE NAIL (3)16d PER RAFTER 2,•• LAMINATED VENEER LUMBER (LVL): 2.0E (Fb=2,60OPS1) O •• GJ\G - STEEL COLUMN ABOVE °°°°°°° & SW-X - INDICATES SHEARWALL WALL FRAMING 2. PARALLEL STRAND LUMBER (PSL): 1.8E (Fb=2,400PS1) 2.•• LAMINATED STRUCTURAL LUMBER (LSL): 1.55E (Fb=2,36OPS1) TOP PLATE TO TOP PLATE,FACE NAIILED (2)16d PER FOOT 2.•• ANTHONY POWER BEAM (APB): (Fb=2,80OPS1) -WOOD COLUMN BELOW c HD - LOCATION OF SIMPSON HOLDOWN TOP PLTS,LAPS AT CORNERS&INTE RSECTIONS,F.N. (4)16d EACH SIDE . .. « .°. « .. .. . » . . ..« . » . . ,. . . . . ... . . °. ° ... . ° « ° . . « . . ° ». . . . . . . . .. ... » .. . ° . . . . . STUD TO STUD FACE NAILED 16d 16"O.C. 3. ® -WOOD COLUMN ABOVE/ BELOW TOP OR SOLE PLATE TO STUD,END INAILED (2)16d/(3)16d PER 2x4/PER 2x6 BOLTS @ 6-0" O.C. MAX, MIN. 12" FROM CORNERS). BOTM.PLATE TO FLRJOIST/RIM JOIST,F.N. 2 16d PER FOOT 4. PROVIDE SIMPSON STRONG-TIE (OR EQUAL") HANGERS AND CONNECTORS. ALL 0 -WOODCOLUMNABOVE STUD TO SOLE PLATE,TOE NAILED 2 8d/(3)16d PER FOOT CONNECTORS IN CONTACT WITH ACQ LUMBER OR WITHIN 300' OF SALT WATER SHALL "**WOOD POSTS TO BE(2)-2x MIN. U.O.N. DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. BE HOT-DIP GALVANIZED OR STAINLESS STEEL. -MATCH WALL THICKNESS DBL.TOP PLATES,MIN,48-INCHES OFFSET OF END (8)16d 5. FLOOR AND ROOF SHEATHING: APA RATED SHEATHING EXPOSURE 1, 32/16 MIN., FACE JOINTS,FACE NAIL IN LAPPED AREA GRAIN PERPENDICULAR TO SUPPORTS, WITH • a SPACING BETWEEN SHEETS. BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ECH EDGE 6. NAIL PER RCNYS TABLE R602.3(1) AND MANUFACTURER'S DATA. CONTINUOUS HEADER TO STUD,TOTE NAILED (4)8d 7. PROVIDE SOLID BLOCKING UNDER PARTITIONS SAND AT BEARING POINTS. CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ECH EDGE 8. FIREBLOCKING AND DRAFTSTOPPING PER R302.11 AND R302.12. FLOOR FRAMING 9. NOTCHING AND BORING PER R502.8AND R8027. JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PERJOIST BRIDGING JOIST, STRUCTURAL STEEL BLLOCKNGTOJOST,OE NAILED (2)8d EACH END ILED 2 8d EACH END BLOCKING TO SILL OR TOP PLATE(T_OE NAILED) EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST 1. DESIGN PER AISC 36O (ASD).2. MATERIAL: JOIST ON LEDGERTO BEAM(TOE NAILED) 3 8d PER JOIST 2.•• W-SHAPES:ASTM A992 FY = 50 KSI; BAND JOIST TO JOIST,END NAILED (3)16d PER JOIST 2.•• PLATES,ANGLES, BARS: ASTM A36 FY = 36 KSII; BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT 2.•• HSS:ASTM A500 GR. B SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O.C. 2.•• FY = 46 KSI; STRUCTURAL PANELS 8d 12"-24"O.C. 2.•• BOLTS:ASTM A325 OR A307 AS APPLICABLE; 2.•• WELDING ELECTRODES:AWS E70XX. 3. FABRICATION & ERECTION PER AISC MANUAL OF STEEL CONSTRUCTION AND AWS D1.1. 4. FIELD CUTTING WITH TORCHES IS PROHIBITED UINLESS APPROVED, 5. PROVIDE CORROSION PROTECTION FOR STEIEL IN CONTACT WITH CONCRETE OR EXTERIOR EXPOSURE (GALVANIZED OR PAINTED)). 6. STEEL SHOPS TO BE PROVIDED & SIGNED OFF BY ARCHITECT, ENGINEER, AND CONTRACTOR PRIOR TO CONSTRUCTION Professional Seal Revisions No. Date Rev. Title 41OF NEW y 1 06/09/26 PERMIT SET 1075 Narrow River Rd. A, 1. BUC 0 2 --/--/'-- ---- C-D wP �` 3 --/--/'-- ---- r 4 --/--/'-- --- C� 5 --/--/'--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, 2 _ SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE (� r}re a°� �`-� (� 6 --/--/�-- ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: BEFORE STARTING EACH PORTION OFO THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 1075 Narrow River R d ■ A aA - CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION RI �Q�cc1ONP� 8 / /I -_-- FURNISHED CONTRACTOR THE OWNER. G E N E RA L NOTE(' & Ja7 33 Flyincl Point Rd. Suite 208 CTHE OMPARE THEVIOUS CONTRACT OCUMENSURE TSRELTEDTOTHEIR TORS RESPECTIVE SCOPES OF Orient NY C`\J Southampton N.Y. 11968 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK, - 000 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR / c' ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT ANNOTATION LEGEND Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Designed By ST 13 STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. _ Seanbra,buchner-engineering.com KNOWN TO THE CONTRACTOR. RENOVATION Principle /Owner h NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet ENGINEERING PLLC. BUCHNERENGINEERING ENGINERINGPL._._......_.._..._._..._..__..._......._.._...._.._...... ................................................................................... MATERIALS CONTAINED WITHINTHE6E CONSTRUCTIONDOCUMENTS ARETHE PROPERTYOF Date : 05/02/2026 BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC Scale: ( 1 2 3 4 5 6 FOUNDATION LEGEND L-1 - FOUNDATION WALL ` f - FOUNDATION WALL SHELF - TOP OF SLAB ELEVATION [-x'-xx"] - BOTTOM OF FOOTING C ::1 - CONCRETE FOOTING BP-# - STEEL BASEPLATE TYPE S.F. - STEPPED FOOTING L-SHAPED BASE PLATE w/(2) BOLTS E-W& (3) BOLTS N-S 4" HAS-V-36 BOLTS w/ 1 O - 10" SONOTUBE w/ HIT-HY 200 V3 ADHESIVE 12" EMBEDMENT / BF 28 BIG FOOT FOOTING 6'-71' 11'-O8" 11'-38" V.I.F. V.I.F. V.I.F. F1 � F-2.5 C� - — -- 28"-BASE PLATE w/-- /— --- -- -- -- --- —-- - ------ - - -- - (2) BOLTS BOTH SIDES -" HAS-V-36 BOLTS w/ I HIT-HY 200 V3 ADHESIVE 6" EMBEDMENT 8" FOU DATION WALL- REINFO CE w/ 95 BARS AT I 18," o.c.VERTICALLY �t — LINFILL w/TWO ROWS OF 0'-2" - 8" CMU BELOW NEW N ISOKERN ABOVE I FOUNDATION PLAN SCALE:1/4" =1'-0" Professional Seal Revisions No. Date Rev. Title OF NEwV 1 06/CO9/26 PERMIT SET 1075 Narrow River Rd. �Q' BUc 0 2 --/--/'-- ---- CO wP 3 --/--/'-- ---- * co r 4 --/--/'-- ---- C� 5 --/--/'--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, {i _ SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE . (�^ Ezce +� 6 '-/--/'-- ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: �` 110 42�' �� 7 --/--/�-- BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 1075 Narrow River R d . A CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION ��FESSIONP g FURNISHED BY THE OWNER. FOUNDATION P LA N 33 Flying Point Rd. Suite 208 T - 100 HE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND O�I��L N� Southampton N.Y. 11968 COMPARE THE SUBCONTOUSRACTORS CONTRACT DOCUMENTSWORK IN PLACE P TO THEIR SPORT TIVE O THE CON RA WORK. Il. SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR Orient, ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT � tl�` , Office: (Ei31) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Designed By ST B - - STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. _ Seanb ,buchner-en ineerin .com KNOWN TO THE CONTRACTOR. g g Principle /Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN RENOVATION _ _ THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC - ' `' �" Sheet# ENGINEERING PLLC. JCHNERENGINEERING _..__..._._......_.._..._._.... ..__..._......._.._........_...... ................................................................................... Date : 05/02/2026 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Scale: 1/4�� = 1 -0�� MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC NOTES: 01) 2 3 4 5 6 1. SEE S-001 FOR TYPICAL CALLOUT INFO SHOWN ON THIS PAGE 2. FLOOR SHEATHING TO BE 3/4" CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. i 3. ALL BEAMS INTENDED TO BE FLUSH FRAMED, U.O.N. BEAM SCHEDULE B-1 - INDICATES HEADER TO BE (2) 74" LVL B-2 - INDICATES HEADER TO BE (2) 94" LVL B-3 - INDICATES HEADER TO BE (2) 118" LVL ***ALL LVL PLIES TO BE 1:7 WIDTH*** STEEL COLUMN SCHEDULE - — - ---- - -- --- --------- -- --- -- 2&3 .... .».-... ...» ---..... .» ..........�....�................... ...-... -. ..... ...... .. .... COLUMN ID COL.SIZE X-GRID Y-GRID Cl HSS5x5xi B 1 C2 HSS5x5xi B 2 C3 HSS6x6xa BTw B&C BTw 2&3 C4 HSS6x6x8 BTw B&C BTw 3&4 �- — I - - - — — - -- -- — C5 HSS5x5xi C 1 1 C6 HSS12x3xz C 2 � z I � o 0 Q K Q N CR PACE MECHANICAL LAUNDRY z CRAWL SPACE of x U Q N o X SLAB ON GRADE w z I- I-- o � x 1J ETR GIRDER I - El 7 /A G G�\ - C Q T R BEAM — - --- - ------- --- -- - ---- -- - G' z m _ _ �_ m z 27 SLAB ON GRADE - - � a z LL m m LL oP D D I - — — v z - - w z ~O ~O Ln Of a w a w U 0 O F— Q 666 66 — -- - — - I FIRST FLOOR FRAMING PLAN SCALE:1/4" =V-0" Professional Seal Revisions No. Date Rev. Title oF NEwyo 1 06/09/26 PERMIT SET 1075 Narrow River Rd. BUc .A 2 --/--/-- ---- * 3 c --/--/-- ---- r W 4 --/--/-- ---- n W 5 --/--/-- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, M _ �+ SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE `(�^ +Fe �ov� 6 --/--/-•- ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL' BEFORE STARTING EACH PORTION OFO THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 1075 Narrow River Rd . I7CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 'OIQo w\P� �FURNISHEDBYTHEOWNER. FESS� -- ---- 3 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND n V FIRST FLOOR FRAMING PLAN S - 101 Southampton N.Y. 11968 SUBCONTRACTORS SHALLCOMPARE THE VARIOUS �NSPECT WORKNTRACT MN PLACE AND PROM TLV REPORT TO THE ENTS RELATED TO THEIR RESPECTIVE OONTRAC COPE$OF NTRACTOR Orient, NY ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT 7,n .'➢yrdcw.ii }' p A DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Office: (631) 260-0840 STANDARDS OR BEST PRACTICES THE CONTRACTOR SHALL PROMPTLY REPORT TO THE D es i g n e d By STB STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@r Buchner-engineering.com KNOWN TO THE CONTRACTOR NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN RENOVATION Principle /Owner . .µ THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC , ¢-,.�'' ry, 54';; a „ Y Np° Sheet# ENGINEERING PLLC - . 21 BUCHNERENGINEERING _..__..._._......_.._..._._..._..__..._......._.._...._.._..... ............................................................................... . MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF •• Date 05/02/2026 BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. Scale: 1/411 - 1,-0" NOTES: 2 3 4 5 6 1. SEE S-001 FOR TYPICAL CALLOUT INFO SHOWN ON THIS PAGE 2. FLOOR SHEATHING TO BE 3/4" CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. i 3. ALL BEAMS INTENDED TO BE FLUSH FRAMED, U.O.N. BEAM SCHEDULE B-1 - INDICATES HEADER TO BE (2) 74" LVL B-2 - INDICATES HEADER TO BE (2) 9j" LVL B-3 - INDICATES HEADER TO BE (2) 11$" LVL ***ALL LVL PLIES TO BE 12"WIDTH*** STEEL COLUMN SCHEDULE BTW 20 ...». ..... . »... ...... .. ............. .................. HD w FHD n I COLUMN ID COL.SIZE X-GRID Y-GRID SHOWER� Cl HSS5x5x-z1 B 1 II C2 HSS5x5x' B 2 o I I j C3 HSS6x6x8 BTW B&C BTW 2&3 B-1 B-2 H D SW-01 N e D H _ C4 HSS6x6x8 BTW B&C BTW 3&4 � Tr-------- -- -- --- C5 HSS5x5x� C 1 m N N doo, PROTECT D MAINTAIN I Ir_EXIST LOAD BEARING WALL BOVE - J EXISTING 2x 0 FRAMING o EXIST SUPPORT STRUCTURE O REMAIN C6 HSS12x3zx� C 2 — I I "NO CHANGE TO LOADING � a � I I 2 CAR GARAGE 0 0 0 aN coo ¢ N I Q � HD I Co LO z x w ? FLUSH FRAME w z o X S o X W/2X10 JOISTS o x m 0", w � w I I w m PROTECT AND MAINTAIN 0 EXISTING 2x 0 FRAMING j 2,318 B-2 2,318 W8x35 "' 4.5 1,688 B-2 1,812 _2 I O 4.0 1,718 1,81 u G N N — BUILT-IN BEI4CH "—I4 m �— I -ET R B —CO G _ UP_ p� z HD 1co EN TRY • F z � - - z � z — — — z j PROTECTA D MAINTAIN < HD EXISTING 2x 0 FRAMING � o x Q HD N Q N O ' — — c� z z O n - - - O _ � x N '� � x O a w n w N ------ -- ---- — — 62 2 ---— — - -- - --- -- — - B-1 C) P HD Q H D 666 666j H D B-2 _ SW-03 ^HID B-2 I SECOND FLOOR FRAMING PLAN SCALE:114" = 1'-0" Professional Seal Revisions No. Dabe Rev. Title ,`�OF NE(�1 1 06/09/26 PERMITSET 1075 Narrow River Rd. A, 1• BUC O� 2 --/--/-- ---- CO 3 _r 4 --/--/-- ---- n w 5 --/--/-- ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, Z I SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE 6 --/--/—•— ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: BEFORE STARTING EACH PORTION OFO THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 1075 Narrow River Rd . G42A �� 7p CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION AROFESSIONP� 8 FURNISHED BY THE OWNER. 33 Flyincl Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLYENSVRETHATALLSUBCONTRACTORSCAREFULLYSTUDYAND r Y SECOND FLOOR FRAMING PLAN - 102 Southampton N.Y. 11968 COMPARE ACTOR VARIOUS SHALL CONTRACT WORK ENTS IN PLACEAATEDTO THEIRPTLY SPORT TIVE O THE CONS OFTRA WORK. Orient, N 1 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR J � � Y4M � a a � .4 ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Office: (631) 260-0840 D es i g n e dl By $T B STANDARDS E GINEE RACTICESORS,CONTRACTOR SHALL PROMPTLY REPORT ERE E Sean Buchner STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE P.E.KNOWN TO THE CONTRACTOR. eanbC�buchner-engineering.com „. h /O ipl ince Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN RENOVATION Pr /� THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC , Sheet# ENGINEERING PLLC g g - :,r,,, BUCHNERENGINEERING ....._..__..._._......_.._..._._.......__..._......._.._...._.._...... ................................................................................... MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF Date 05/02/2026 BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. Scale: 1/4" - V-0" NOTES: ( 2 3 4 5 6 1, SEE S-001 FOR TYPICAL CALLOUT INFO SHOWN ON THIS PAGE 2. FLOOR SHEATHING TO BE 3/4" CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED, 3. ALL BEAMS INTENDED TO BE FLUSH FRAMED, U.O.N. 4. CONTRACTOR TO VERIFY PROPER HOLD DOWNS IN CORNERS OF BUILDING PER IRC REQUIREMENTS BEAM SCHEDULE B-1 - INDICATES HEADER TO BE (2) 71" LVL I B-2 - INDICATES HEADER TO BE (2) 94" LVL I B-3 - INDICATES HEADER TO BE (2) 11j" LVL ***ALL LVL PLIES TO BE 9j"WIDTH*** STEEL COLUMN SCHEDULE � - BTw 2&3 .... ....-...... ...---..... ....».................. ...... .. ... ............ .. .. ............................. COLUMN ID COL.SIZE X-GRID Y-GRID Cl HSS5x5x-21 B 1 2 2 8 C2 HSS5x5xi B 2 B PROTECT AND MAINTAIN — C3 HSS6x6xi BTw B&C BTw 2&3 t P N EXISTING 2x Xi FRAMING C4 HSS6x6xi BTw B&C BTw 3&4 BEDROOM NO. 3 I C5 HSS5x5x2' C 1 WALK-IN CLOSET SHOWER ALL LR OM SHOWER C6 HSS12x3 x C 2 BATHROOM G 24 C1 _ BALCONY m _ PROTECT AND N A MAIIN �M EXISTING 2x 0 FRA INGPD m� W Y � ap ! DO NOT EXTEND I t 1,277 3 2x10 RR o THIS WALL TO m� C - - 99F-RAFTERS- �^ O PROTECT AN D MAINTAIN UP EXISTING 2x 10 FRAMING o PROTECT A D MAINTAIN X — — EXISTING 2x( RR FRAMING SLOPE 2x8 C1—� — — @1 'o.c. PROTECTAN D MAINTAIN I _ _ EXISTING 2x 0 FRA ING == 2x1 ' �, ml @ 1 'oC1.c, 3 2x10 RR I — — I -1 m / / BALCONY -1 B-1 I ROOF FRAMING PLAN SCALE:1/4" 1'-01, Professional Seal Revisions No. Date Rev. Title X" OF NEwy 1 06/09/26 PERMIT SET 1075 Narrow River Rd. 1. BUC 0 2 --/'--/-- ---- �P 3 --/'--/-- ---- r r� - 4 --/'--/-- ---- 0 W 5 --/'--/-- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, ` azce uc. SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS SHEET TITLE . �' '� �� 6 --/�--/-- ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: BEFORE STARTING EACH PORTION OFTHE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 1075 Narrow River Rd . A ESS _ A CONTRACT DOCUMENTS RELATED TOO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION �OF cc r1P 8 FURNISHED BY THE OWNER. I� 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Orient, N Y 103 ROOF FRAMING PLAN _ COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT I' Office: (Ei31) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Des i g rr ed By ST B STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner P.E. STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE , , Seanb ,buchner-en ineerin .com KNOWN TO THE CONTRACTOR RENOVATION � 9 gPrinciple /Owner , NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner En ineerin PLLC _ _ Sheet # 9 9 ENGINEERING PLLC. ; r x , pa, Li BUCHNERENGINEERING ....._..__..._........_.._..._._..._..__..._......._......._.._...... ................................................................................... Date : 05/02/2026 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Scale: 1/4" = 1'-0�� MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC ROOF BEAM ROOF BEAM TO POST W/ I A (2) MTS16 TWIST STRAPS, 6" BOTH SIDES WOOD POSTF' _ ....« « ..... . . .. . ....................... o 0 ROOF POST TO SIMPSON LSTA30 0 0 W/WASHERS o0 STUD BLOCKING STRAP FROM RAFTERS N < MULTIPLE MEMBERS, TO RIDGE, BOTH SIDES > SEE PLAN FOR SIZE& W/CS16 SIMPSON QUANTITY COIL STRAP EE o � z I' N A ....« » ...». . . .. . ..» .» ... .. . ................................ @ 16"O.C.W/(2)@ EACH END M U LTI-M EMBER CONNECTION SIMPSON STRONG-TIE HURRICANE STRAP SIMPSON STRONG-TIE H2.5A HURRICANE TIE SIMPSON STRONG-TIE RIDGE STRAP 3 MODEL#CS16 (TYP.) (16" O.C. MAX SPACING) (TYP.) (16" O.C. MAX SPACING) MODEL# LSTA30 RAFTERS TO TOP S-200 �., OF WALL W/ H2.5A SCALE: N.T.S. FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE HURRICANE TIE tiJ SIMPSON STRONG TIE HHUS SIMPSiON STRONGTIE IUS FACEMOUNT CRIPPLE STUD TO z FACEMOUNT HANGER FOR HANGIER FOR TJI APPLICATION HEADER W/SIMPSON `t - 2x BLOCKING LVL GIRDER APPLICATION BETWEEN RAFTERS MTS30 TWIST STRAP LVL GIRDER SEE PLAN TJI JOIST SEE PLAN "E'• « SIMPSON STRONG-TIE HURRICANE STRAP SIMPSON STRONG-TIE HURRICANE STRAP I I GIRDER TO GIRDER/JOIST DETAIL MODEL#SSP (TYP.) ; MODEL# DSP FOR DBL STUD MODEL# HETA40 (TYP.) (16" O.C. MAX SPACING) CONNEC-T HEADER TO ROOF STRAPPING DETAIL 4--,,TYPICAL (16" O,C, MAX SPACING) JACK& KIING STUD W/ ATTACH FLOOR TO FOUNDATION HH HEAD)ER HANGER S-200 SCALE: 3/4" =1'-0" EXTERIOR WALL STRAPPING WOOD BEAM&PIOST STRAPPING S o0 S-200 SCALE: 3/'4" =l'-0" - THREADED ROD NAIL WALL PLATE TO OR CONNECTFING SHEAR WALL END POST, RIM JOIST& SUBFLOX HOLDDO�WNS SHEARWALL HOLD DOWNS AT W/16d AT 8" O.C. MAX 4„ 16" 16" SHEARWALL o SEE SCHEDULE FLOOR FRAMING NAIL WALL PLATE TO END POST, SEE THRU FLFR END POST, SHEARWALL END POSTS SHEARWALL SIMPSON HOLDDOWNS RIM JOIST& SUBFLOOR TYP. TYP, SCHEDULE SEE SCHEDULE END POST, AT SHEAR WALL END POSTS W/16d AT 8" O.C. MAX P„ o ANCHOR HOLD DOWN W/ SEE SCHEDULE o o HOLD DOWNS AT LVL BEAM THREADED ROD THRU ..� SEE NOTE 3 A ANCHOR HOLD DOWN TO SHEARWALL END POSTS; FILL CAVITY W/ N (3)- PLY MIN. MIDDLE PLY OF LVL BEAM THE TOP FLANGE OF STL TOENAIL RIM INSULATION II BEAM W/THREADED ROD JOIST TO WALL SEE HERS RATING SARB ANCHOR BOLT BY( PLATES W/16d � 3" 3" SIMPSON STRONG TIE NAILS AT 8"o,c, BLOCKING @16"o.c• TOENAIL RIM JOIST • -'I`-� STEEL BEAMS AT FND. SEE SCHEDULE: CONNECT JOISTS CENTER JOISTS ON TO WALL PLATES W/ o HOLD DOVNNS TO WALL PLATES INSIDE FACE OF WALL 16d NAILS AT 8"o.c. AT SHEARWALL a"x5"x5" STL PLT NOTCHED W/(4)-10d. CONNECT JOISTS TO 2j" A SECTION A-A SECTION A A INTO LVL BEAM 1(2) ROWS OF •«» • •••• •••••• •• 2-LVL 3-LVL END POSTS SPLICE TOP PLATES WALL PLATES W/(4)-lOd, AT 16"O.C.W/ (4) BOLTS AT FLOOR LEVELS AT LVL BEAMS AT STEEL BEAMS AT FOUNDATION 24"(M/N.)ATJOINTS (MIN.)SPLIC TOP PLATESES24" AT END SUPPORTS (MIN.)AT JOINTS NOTES: JOIST FRAMING ONTO WALL JOIST PARALLEL TO WALL 1. USE 14" LVL PER PLANS 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. 6 TYP. HOLDOWN CONNECTIONS 3. WHERE POST ABOVE OR BEAM LOAD "P'" EXISTS, (3)4•••• • • •• •• • • • • » • ••• • •• • • • • » • 5-200 SCALE: 3/4" =l'-0" 7 EXTERIOR WALL DETAIL 10 TYPICAL FLITCH PLATE DETAIL S-200 SCALE: 3/4" = 1'-0" WALL SHEATHING PANEL SHEATHING PANEL EDGE NAILING WALL SHEATHING PANEL SHEATHING PANEL EDGE NAILING S-200 SCALE: 3/4" = 1'-0" PER NAILING PATTERN "A„ PER NAILING PATTERN "A' RIM JOIST RIM JOIST NAIL BOTTOM AND SHEATHING NAIL BOTTOM AND SHEATHING TO BLOCKING PER NAILING A34 FRAMING ANGLE TO BLOCKING PER NAILING PATTERN "B" SEE SCHEDULE PATTERN "B" SEE SCHEDULE A34 FRAMING ANGLE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN SHEATHING PANEL EDGE SECTION A-A "A" SEE SCHEDULE SECTION B-B NAILING PER NAILING PATTERN "A" SEE SCHEDULE FINISHED DECK BOARDS SHEAR WALL END POST, SHEAR WALL END POST, 2x SLEEPER FOR EVEN SEE SCHEDULE- o SEE SCHEDULE PERIMETER BEAM / FINISHED DECK BOARDS A/� 2x BOT.AND FLOOR SHEATHING. 2x BOT.AND FLOOR SHEATHIING. EXTERIOR WALL HOLD DOWNS AT SHEAR NAIL AND SHEATHING TO LVL HOLD DOWNS AT SHEAR B O NAIL AND SHEATHING TO LVL_ PITCH BOARD OR WALL END POSTS- BLOCKING PER NAILING WALL END POSTS BLOCKING PER NAILING RIPPED 2x SLEEPERS (2)- 2x TOP- (2)- 2x TOP PATTERN "B" ON SCHEDULE PATTERN "B" ON SCHEDULE LVL BLOCKING--,,,--, SOLID LVL LVL BLOCKING 1 ' SHEATHING BLOCKING SOLID LVL8. BLOCKING f/r`;f�:. ' •<%%i' TYPICAL FLOOR THREADED ROD CONNECTING BETWEEN I-JOISTS THREADED ROD CONNECTING BETWEEN I-JOISTS (FULL DEPTH) l � �• DROPPED FRAMING FOR HOLD DOWNS THRU FLR,- HOLD DOWNS THRU FLR, WATERPROOFING BUILDUP SIMPSON A34 FRAMING SIMPSON A34 FRAMING HDUE5 SDS Fastener Angles HDUE7 SDS Fastener Angles ANCHOR, PROVIDE (2)- ANCHOR, PROVIDE (2)- (HDUE3similar) (HDUE9, HDUE13and HDUE17similar) HOLD DOWNS AT SHEAR o ANCHORS PER LVL BLOCKING HOLD DOWNS AT SHEAR B ANCHORS PER LVL BLOCKINCS o WALL E N D POSTS- WALL EN D POSTS • -- 11 TYPICAL DECK STEP DOWN 2x BLOCKING,AT PANEL EDGES- SHEATHING PANEL EDGE 2x BLOCKING,AT PANEL EDGES SHEATHING PANEL EDGE S-200 NAILING, PER PATTERN NAILING, PER PATTERN SCALE: 3/4" = 1'-0" HOLD DOWNS AT SHEAR "A" ON SCHEDULE HOLD DOWNS AT SHEAR o "A" ON SCHEDULE WALL E N D POSTS- WALL E N D POSTS 3r F CAST IN PLACE HOLD ANCHORAGE OF P.T. CAST IN PLACE HOLD ANCHORAGE OF P.T. j..........A '."` ' DOWNS AT FND. LEVEL- FND. ELEMENT _� SILL TO TOP OF FND. DOWNS AT FND. LEVEL _� SILL TO TOP OF FND, t ° • � ELEMENT, SEE SCHEDULE / FND. ELEMENT ELEMENT,SEE SCHEDULE Vertical HDUE13 Installation Vertical HDUE7 Installation Vertical HDUE5 Installation TYP. SHEAR WALL DET. PERPENDICULAR TO JOISTS 9 TYP. SHEAR WALL DET. PARALLEL TO JOISTS 8 S-200 S-200 SCALE: 3/4" = 1'-0" NOTES: SCALE::3/4" = 1'-0" --' 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR PLYWOOD SPECS NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: ANCHORAGE OF P.T. SILL A.AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE BOTH :SIDES TO TOP OF FOUNDATION WALL/ SHEATHING PANEL EDGES 2x BOT.AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD MARK THICKNESS TO VERT.STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR EMBEDMENT /SOLID WOOD OF THE INDICATED DIAMETER. OF WALL? HAUNCH SLAB 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) B. AT FIRST FLOOR SHEAR WALLS,ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH SW-01 N(O z••••••� • • ~ • • • • • • • • • • • • •10d•AT 6"O.C. 16d AT 6" O.C. HDUE3-SDS3 SABR�x24 18" (7) SDS a x 2 A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED Professional Seal Revisions BOLTS AT 4'-0"o.c• s (2)_2x USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. No. Gate Rev. Title SW-02 YES 1••••••�• • ~ • • • • • • • • • • • • •10d•AT 6"O.C. 16d AT 6' O.C. HDUE7-SDS3 SABR-x24 18" 1 1 w 1 � � s (13) SDS a x 2Z OF NE 11 a (2) 2x ,�� y 06/09/26 PERMIT SET BOLTS AT 4'-0"o.c. ••••••» • • • N • • • • • • • • • • • • • • • • • • • • • • ---- 1 75 Narrow River Rd. B 0 1 1 �P ��• UC � 2 --/--/-- SW-03 N(O BOLTS AT 4'-0"o.c• 10d AT 6" O.C. 16d AT 6" O.C. HDUE7-SDS3 SABRsx24 18" (13) SD 2z P F 3 --/-_/-- ---- ( ) r 4 --/--/-- ---- n w 5 --/--/-- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, m/ , SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS `N� tzce -bn 6 --/--/-- ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: SHEET TITLE : v BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS • A 42� �� 7 --/--/-- ---- 1075 Narrow River Rd . _ CONTACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 33 Flying Point Rd. Suite 208 FURNISHED BY THE OWNER WOOD FRAMING DETAILS LS THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY ANDCOMPARE Orient _ 200 Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WIORKVARIOUS CONTRACT ^IN PLACE ANENTS D PROMPTLYR PORT TO THE D TO THEIR RESPECTIVE CONTRAC COPES OF NTRACTOR , NY ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTACT ,.0 y;,. .,. ,. ,, x ,w.,,' • Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY D es i g nl ed By ST B STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE /. STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTACTOR. RENOVATION Principle / Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER ENGINEERING PLLC. Buchner Engineering PLLC Sheet',�'+e` w; BUCHNERENGINEERING ....._..__..._._........._..._._.......__..._......._.._...._.._..... ................................................................ . 05/02/2026. MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF Date BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. Scale: 1/4" = V-0" Load bearing or braced/shear wall BEAM DETAILS JOIST DETAILS Plate nail-16d(0.135"x 3Y") g 1y"round holes may be cut above(must stack over wall below) Load bearing or braced/shear wall above BEARING AT WALL anywhere in web outside of Plate nail, 16d 0.135"x 3Yz") Plate nail, 16d(0.1�5 x 3 Y2") 7 at 12"on-center 9 ( Blocking panel: %"TJJ"Rim Board, (must stack over wall below when present) p • -Joists hatched zone if they are at 16"on-center at 16"on-center When sheathing thickness exceeds/ , 2x_stud wall at Floor panel nail- ALLOWABLE HOLES - TJ' JO�StS g P 9 9 16"on-center 8d 0.131' x 2yz' at 6"on-center %"or 1y"TimberStrancd"LSL or No load bearing L1 located 3"away horizontally Blocking anal: trim sheathing tongue at rim board � 1y TT*Rim Board or Blo kin Rim Board, 1)a"or Web stiffener ( ) TJI"oist. wall above Blocking anal: 1Y"or 1 Y"TimberStrand' Min.distance from Table A Min.distance from Table B (edge-to-edge) required on both Plate nail-16d(0.135"x 3Y") g P from a larger hole. 1y' TimberStrand"LSL or q * Web stiffeners required on 2x4 nninimum Web stiffeners lk'TJ"Rim Board, LSL or blocking for lateral DO NOT sides at A2W ONLY at 16"o Floor both sides at A3.4W ONLY 1 TJI"joist Sheathing squash blocks required each side 1Ya"or 1/ TimberStrand"LSL support cut or notch flange. Floor panel nail- 8d(0.131"x 21/z")at 6"on-center* boundary nails, at B3W ONLY or TJI"joist 8d(0.131"x 2Y2") 1Y4'or 1 y" / Strap per code if top Rim-to-joist Web Stiffeners required at 4"on-center I TimberStrand" ! Y6' Web stiffeners plate is not continuous 6" O •• O 6" J I required on both over column nail II %' ' • each side at A3. W LSL rim board. g1 B1 W q Toe nail-10d(0,1311, tl sides of both joist 6" L1 2 x D, D1 Closely grouped round L2 2 x L2 D2 6 6 oe nail, Toe nail, t holes are permitted if , III 1� TJ"Rim Board, When sheathing x 3")at 6"on-center ends at B4W ONLY No field cut minimum Pe minimum No field cut Do not cut Od(0.131 x 3") 10d(0.131 x 3 ) (A3.1/A3.1W only) thickness exceeds a", 12" t 6" . center at 6"on-center min. Web stiffeners required olumn DO NOT holes in (applies to all holes the group perimeter End of joists at notes in holes larger 1�"or 1 Yz"TimberStrand"LSL. trim sheathing tongue on both sides at B1W hatched meets requirements for hatched + cut holes in cantilever except knockouts) q than 1/2^to Web stiffener TJI*rim joist at rim board and B2W ONLY centerlineBEARING FOR DOOR zones required en both Must have 13/"minimum Toe nail-10d(0.131"x 3") of support L2 OR WINDOW HEADER BEAM TO BEAM reinforcement.Table A - End Support round or square holes. zones cantilever 4 at 6 on-center Install proper blocking to Blocking panels may be required Al Al W* sides at Al W ONLY CA2) joist bearing at ends.Attach * support all panel edges 62 B2 Blocking panels may be required with braced/shearr with braced/shear walls above or Strap per code if top plate is CONNECTION Minimum distance from ed a of hole to inside face of nearest end support O j _ p 0 O O O « ............. ......•.• ^^^^,^^.^O O « se not continuous over head ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A2W A3 A3.1 A3.2 A3.3 ._«....«.«.«. � •.� .•::�. .......... .............. JOIST r►m o►sit erA3 deta►J. A3.4 Nail through 2x_cantilever,wood backer and %nt DEPTH rJl••For additional installations ecifications see Rim Board A3.4�k g 2" 3" 4^ 5" 6y" 7" s�^ 11" 13" 2" 3" 4" 5" 6X" 7" 8%" 11" 13" For additional installation specifications see Rim Board Details an(d Installation in A3W A3.1 A3.2 A3.3 P O OTJI"joist web with 2 rows 10d(0.148"x 3") O O O O 110 1'_0„ 1'_6" 2,_0„ 3'_0" 5'_0" 1,_0„ 1'_6" z'_6" 3'_6" 4.6"W W W Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJ"Rim Board or 1Ya"or 1Y"TimberStrand" nails at 6"on-center,clinched.Weye/i7aeuser Installation Guide for Floor and Roof Framing,TJ 90J01. for Floor and Roof Framin ,TJ-9001. Blocking 210 r-0" r-6" r-6" 3'-0" 5'-s° r-0" z'-o' r-s" a'-a' s-a' g LSL. Nail with 10d(0.131"x 3")nails, one each at panel Use 16d(0.135"x 3%")nails with 3Y"TJI" sYz' 230 r-6" r-o" 2'-6" 3'-6" 5'-6" r-0" 2'-a' 3'-0" a'-6" s-0" top and bottom flange. Nail to blocking panel with Dist flange widths. 360 r-6" 2'-0" T-0" 4'-a' 6'-0" r-6" r-6" T-6" 5'-0" 5'-6" connections equivalent to floor panel schedule. 560 1'-6" 2'-6" T-6" 5'-0" T-0" r-o" T-O" 4'-0° 5'-6" s'-0"6'-0"length of TJI"joist 8"diameter maximum hole for 11%"- 1 „ •10 r-o" r-tr' '- " -o^ '- " -o° '-6" r-0" V-6" r-o•' r-6" 4'-6^ 5'-0° 6'-0" reinforcement and filler 16"deep blocking panels;6"diameter 1Y"TJ"Rim Board 14'or 1/ TimberStrand" Top mou 210 r-0" V-6" 2'-0" z-a' 3'-0" 3'-6" 6'-0" r-0" r-6" r-s" T-0" 5'-0" 5'-6" 6'-6" 9 8"diameter maximum hole for 11/ block. Use 4'-0"length maximum for blocking panels 9%" LSL. Nail with 10d(0.131"x 3")nails, 1 g 4'-0"len th of 7 �'_ Attach reinforcement to'Dist han er11%" z3o r-o° r-s° r-o° r-s" 3'-0^ 3'-s° 6'-8" r-o° r-o" r-s~ 3'-6° 5'-s" 5•-6° T-o° 4"reinforcement 16"deep blocking panels;6"diameter with 9y"and 11X"TJI" eep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2y") 360 r-s° r-o" T-D" T-6" 4'-6" 5'-0" T-0" 1'4' 2'-6" 3'-6" 4'-6" s'-6" 6'-s" 7'-6" unt 560 V-6" 2'-6" T-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" T-6" 4'-6" 5'-6" T-0" T-6" 8'-0" 8"diameter maximum hole for on one side at E2, joists. Do not cut flanges. Attach reinforcement tto Joist nail at each corner Web stiffeners 11%"-16"deep blocking panels; maximum for blocking panels 9Y" j 9 , 1 BEARING AT hanger 110 r-o° r-o° r-o° r-a' r-s^ r-o" 3'-0° 5'-6~ r-o° r-o° r-6" r-o° 3'-s^ a'-o° s'-o° both sides at E3 deep or shorter than 12"long. with one 8d(0.131"x/2/") Horizontal blocking CONCRETE WALL 210 1'-0" r-a' 1'-0" r-s" T-0" 7-6" T-6" 6'-0" 1'-0" 1'4' 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" E'4' Load from above required on both 6"diameter maximum for Do not cut flanges. 1Ys"TJ"Rim Board 1A"or 1y" nail at each corner panels between each 14" 230 r-o° r-0" r-0" r-6" r-6" 2'-6" 4'-0" T-0" r-a' r-o° r-o° 3'-0° a'-o° 5'-0" T-o^ 9'-a' sides at E1 W ONLY' blocking panels 9Yz"deep or TimberStrand"LSL. Nail with joist. Nail to top plate with BEARING AT shorter than 12"long. 3 r„ �• L4 360 1'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 6'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-8" 8'-0" 9'-8" 10d(0.131' x 3")nails,one 12"length of/4S connections equivalent to Wood �� O COLUMN 560 r-0" r-0" 2'-0" T-0" 4'-6" 6-0" 6'-6" 9'-a' r-6" T-0" 4'-0" 5'-0" T-o" 7'-6" 9'-0° 10'-0" Ys" Do not cut flanges. 1Y"TJ"Rim Board or 1Ya"or 1Y" each at to and bottom flange. ` e� \�� „o r-o° r-o" r-a' r-a' r-(r' ,'-o° r-o" 3'-0" 5'-a' r-0" r-o" r-o" r-6" T-o" 3'-0~ 5'-6" T-6" 10'-0" p 9 reinforcement con floor panel schedule. backer d`a \e`l o� TimberStrand"LSL. Nail with 10d es �\� de L5 210 r-o° r-o^ r-o^ r-o° r-(r' r-s° 2'-6" 3'-6^ s'-o° r-o° r-o° r-o° r-o" 3'-0" 3'-s" s'-s° e'-o° 1r-o^ one side at E5„ 12"length of 4" �� t Ga Oa 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" 3'-0" 4'-0" T-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" T-0" 9'-0" 11.-Y. (0.131"x 3")nails,one each at Attach reinforcement to both sides at E(6 g F1 applies to INI2 \e`te �`\ p g joist web with 3 rows p reinforcement on one side uniform) ca` gt J�Boc 3so r-o° r-o° r-o^ r-o° r-s° r-6° a'-s" s'-s° 9'-0" r-o° r-a' r-s° 3'-0" 5=0" 5'_s" 9_0" 10=0° 1r_s^ to and bottom flange. Full depth vertical r r 10d 0.148"x 3" nails at 6" blocking between at ET both sides at E8 F1 y \6(` ` 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-s" T-O" 5'-0" T-6" 10'-0" V-0" 2'-0" 3'-0" 4'-6" 6'6" T 0" 10'0" 11'0" 12'0" ( ) loaded joists Attach reinforcement on-center, clinched. Use 2 each joist 4" 6" 7" 8" 10" 12•' 14%" 16%" 4" 6" 7" 8" 10" 12" 14%" 16Y," 2x4 minimum to'Dist flange with .6 " 7 " E7 E8 PLess than 5" only. g 2' R` rows with 9 and 11 360 V-0" V-0" V-0" 2'-0" 4'-0" 5'-6" 9'-6" 1'-0" T-0" 4%6" 8'-0" 10'-0" 1V-0" 13-4- squash blocks /B Less than 5" 1s" p 8d(0.131"x 2)z")nails at 6" a�`� TJI"joists. Protect untreated wood from Verify column capacity 560 r-o" r-o^ r-o° r-o" a'-s^ 7'-0° 10'-6° z'-o" s-o° s'-s" 8'-0" 1r-o° 1r-o° 14'-0° 1Ys"TJ"Rim Board or 2 , Ott` Gap*. WEB STIFFENER ATTACHMENT and beam bearing 360 1'-0" V-0" T-O" r-0" 2'-0" 4'-0" T-a' 10'-0" V-0" V-6" T-O" 4'-6° 8%0" 1V-6" 13'-6" 15'-6" CS Use 2x4 minimums squash blocks to Face rain � ` on center.When reinforcing E5 E6 / „ direct contact with concrete g zo" O q 14"or 1Y"TimberStrand"LSL g R`a both sides,stagger nails. 2 minimum length.See current 5so r-a' r-o° r-o° r-o^ 2'-0° a'-s° s'-s" 1r-o" r-a' 3'-s° 5'-o° 7'-0° 1a-e° ,3'-0' 1a'-s" 154' transfer load around TJI•Joist Nail with 10d 0.131"x 3" horizontal E4 24"maximum � E1 E1 ( ) E2 E3 Not for use with 3%2"TJI•Joist flange widths 1' � Weyerhaeuser literature. Table B - Intermediate or Cantilever Support nails,one each at top and (1y"for TJI) Nailing: Minimum distance from edl a of hole to inside face of nearestintermediate or cantilever support bottom flange. EXTERIOR DECK ATTACHMENT Opti ion#1: 560, 560D) See table below. Apply subfloor TJI"joist blocking width end COLUMN DETAILS JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE pp y L Web stiffener both sides. rJl' Structural exterior sheathing blocks installed at 'ois>t-s an DEPTH r' 3" a" 5" sY" T' s%'• 11• 13" 2" 3^ a" 5" sY" T' s%•' 11' 13'• adhesive to all Y 1 P See table below. *With Dint load from above,and no support Flush bearing plate required. Flashing locations usingp ppo Hanger height must Double TJI"Joist'.Filler Block: g contact surfaces below,install web stiffener tight to top flange 110 2'-0" 2'-6" T'6" 4'-s" T-0" r-s° 2'-6~ 3'-s" 5'-6" T-6" g g Hanger Backer Block: Install tight MaximumYa' overhang two 8d(0.113":x 2y") 1 Tight BEAM ON ELEVATED be a minimum of 60% Attach per the table. g t fit (gap at bottom flange) COLUMN BASE 9yz, 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" T-6" ofjoist depth Nails shall be drivfen from to top flange(tight to bottom permitted at beam. Treated 2x_ mails or COLUMN CAP COLUMN BASE 230 2'-6" T-0~ 4'-0" 5'-6" 8'-6" r-0" T-6" 4'-6" 6'-6" T-6" I flange with face mount hangers). ledger a Nailing Requirements 360 T-0" 4'-0" 5'-6" 6'-6" 9'-0" T-a' 4'-s" 5'-6" 7'4' 8'-0" alternating sides. Clinch nails ,• Clinch nails when possible. g o`s\sQ 2y"sccrews, TJI"Joist Series Depth Minimum Web Number Nails 560 3'-s° 5'-0° s'-o° T-s° 10'-0° a'-o° 5'-6^ s'-6" s'-o" 9-0^ when possible. ;:• See fastener , \ �a 2\ ityplcal (in.) Stiffener Size Type I 110 V-o" r-o" r-6" r-6° 4'-0" 4'-6" 8'-6° r-o" r-6" 2'-8" 4'-0" r-D° r-u- 9'-e° r. 1Y"TJ"Rim Board or 1Ya" �c End Intermediate II II table below. Maintain 5 „ 5 (1) 210 1'-0" V-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 8'-0" 8'4' 10'-0" r•...� or 1Y"TimberStrand" LSL. 110 All / x 2/6' � +. ,••..• 2"distance(minimum)from 3 „ 5 8d •� ,,,.• 1%, 230 V-0" 2'-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" &4' 5'-0" 8'-8" 9'-0" 10'-6" To mount 210 All /a x 2/6'"(" �..•;. .. P edge of ledger to fastener. 7 5 „ (0.113"x 2y") 360 2'-0" T-0^ 4'-0' 5'-6" T-0° T-6" 11'4' 2'4' 3'-6" 5'-0° T-a' 9'-6" 9'-6" 11'-C" han er 230&360 All "x 2 '.`ti.'•,'.•', r': '• 9 i 1 Option#2: /a /s" 3 3 P1 r ;.:�. • ,....: : 560 V-6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'4' 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" (2) _ P2 '.:•• .• : ,• 110 1'_0„ 1'_0" 1'_0" 1,_0" 2,_0„ 2,_6" a'_6„ 6'_6" 1,_0" 1'_0" 1,_0" 2,_6" 5'_0" 6'_0" 9'_0„ 12'_0" Fastener Allowable Load (Ibslbolt) 2x strapping installed aty 16d ••''":�;+::r Backer block :• 210 V-0" V-0" V-0" 1'-0" 2'-6" T-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 13'-0" Face mount Y"Through bolt joist-span locations usiing two 560 All 2x4(2' 0.135"x 3Y") P3 hanger both Sides of web Rim Board Material yZ'lag bolt Yz"Through bolt with Air Space ( 14" 230 1'-0" V-0" •r-o" 2'-0" T-6" 4'4' 6'-0" 10'-6" 1'4' r-0" r-s" 4'-0" 6'-6° 7'-6" 11'4' 13'-6" 2y"screws perjoist,tyJplcal Optional with single TJI"joist 1Y"TJ"Rim Board(3) 480 695 18" 4 4 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-8" 6'-0" 8'-6" 12'-6" V-0" 2'-0" 4'-0" 5'-6•' 9'-0" 10'-0" 12'-0" non-shrink grout Web stiffeners required if sides of 1 4"TimberStrand"LSL 610 725 615(4) Option#3: 560D 20 2x4(2) 16d 5 5 560 r-o" r-0" r-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1•-0" T-0" 5'-0" T-0" 10'-0" 11'-0" IT-6" 164' Wilth top mount hangers,backer block required only 1 y"TimberStrand"LSL 675 725 Directly applied ceiling 22"(3' (0.135"x 3y") 6 11 1,o r-o° r-o° r-a' 1'-0" r-0° r-a' r-6" 5'-0" 8'-6" r-0" r-0" r-o" r-0~ T-6" 4-6" 8'-6" 11'4. 15'-0° H1 hanger do not laterally support at H2 H3 24"(3) 6 13 210 r-0" r-0" r-0" r-0" r-0" r-0" T-6" 6'-0" 10'-0" r-o" r-0" r-0" r-6" 4'-6" 5%6" 10'-0" 12'-6" 16'-0" O least 4"of TJI"joist top flange O for downward loads exceeding 250 Ibs or for uplift O (1)Corrosion-resistantfasteners required for wet-service applications. PB1 When specified on the layout, one of W 16" 230 1'-0" 1'-0" 1•-0.1 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0.1 1'-0" 1'-0" 2'-6" 5'4' 6'-0" 10'-B" 13'-6" 16'-6" corndltwns.For nailing requirements see page 5,TJ- (2)Allowable load determined In accordance with ASTM D7672. O 0 (1)PS1 Or PS2 sheathing,face grain vertical 3so 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" 7'-6" 8'-6" 13'-0" 14'-6" 1T-0" 1 Weyerhaeuser installationO 3 1Y"TJ"Rim Board is allowed with joist depths<_16 only. the bracing options above IS required 2 Construction grade or better - 9UL0 Guide for Floor and O 1 P Y ( ) g 5so 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-8" 5'-6" 9'-0" 10'-0" 14'6" 16'0" 18'0" R000f Framing, TJ•.9001. (4)Maximum Yz'shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI"560D Joists 4" 6" 7" a" 10" 12" 14y4' 16Ya' 4" 6" 7" s" 10" 12" 14%" 16Yq" NAILING AT BEARING (FLOOR) 360 r-0" r-o" r-6 3'-0" 6'-0" 9'-0 14'-s" V-0" a'-a' 6'-6° 9'-0° 1a'-s° 1s'-s° 19'-0" Multiple-Member Connections for 0 p-Loaded ,8„ 560 V-0" 1'-0" V-0" 2'-0" 6'-0" 10'-0" 15'-6" V-0" 6'-0" 8'-6" 1 V-6" 16'-s° 18'-0" 19'-6" Fastener Installation Requirements Joists must be laterally supported at cantilever 3so r-a' 1'-0" r-a° r-0" T-0" s'-o" 1P-o" 164' 1'-0" V-6" 4'-0" 7'-0" 12'-6" 16'-6" 19'-0" 20'-6" •••• ••••••••• •• •••••• •• ••••••••••••••• Sctuash 8locks•to TJI' Joist 20" Joist may b shifted to 3"if 560 '_ " '_ " ,_ '- ,. '- " '_ " '_ " '_ " '_ " '_ " „ 20'-6" Piece #of Fastener and end bearings by blocking panels, hangers,or y e a up 1 0 1 0 1 0 1 0 1 s 5 6 1, 6 15 s , 0 3 o s o 8'-6" 1a'-o" 17'-s' 1s'o 1Y8"TT Board or (Load bearing wall above) floor panel edge is supported Rectangular holes based on measurement oflrongestside. Width Plies Type(') Min.Length #Rows O.C. Spacing Loccation When fasteners are required on both DO NOT bevel cut joist direct attachment to a rim board or rim joist. P g pp (Z) sides,stagger fasteners on the second beyond inside face of wall. 1Y4"or 1 y"TimberStrand"LSL. One 10d(0.128"x 3") and span rating is not exceeded. • Leave y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 10d nails 3" <3 Do not cut'oist flan es. • Tables are based on uniform load tablles in current design literature. side so the fall halfway between One 8d(0.113"x 2Yz") nail into each flange 1 9 -x�) 12� Y y • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located 2 12d-16d nails 3 Y4" Onie side fasteners on the first side. nail each side. Drive Plumbing Drop at the center of the joist span provided that no other holes occur in the joist. Screws 3%"or 3Y" %? 24" E1 least%"from endls at an angle • 10d nails 3" 3(2' DO NOT overhang seat cuts 1/' 3/' or 12" Botth sides g 12d-16d nails 3�" 2(2' � on beams beyond the inside 3 �••-� 3Y"minimum 3 3 face of support member. 1/4 minimum end bearing intermediate bearing a a 3Yz" Botth sides pP 3 Also see detail 62 Screws ,� 24" Load must be applied evenly 9 5" Orne side across entire beam width. single-family applications 5Ya"may be required 10d nails(3) 3" 3(z) Otherwise, use connections H2 for maximum 12" Ome side O Shear transfer:Connections equivalent capacity 12d 16d nails(') 3 y" i!(21 (P�r PIY) for side loaded beams. Al Rim board joint to floor panel nailing schedule 4 E2 •' between joists Screws 5"or 6" 2 Botth sides Rim to TJI•*Joist Additional joist is required if 24" Multiple pieces can be nailed or bolted together to . ' 1�"TJ"Rim Board 6 Y4" Ome side TJI"560 rim joist:Toe floor panel edge is unsupported L6 form a header or beam of the required size, up to a ' . •, •. ' 1Ya"or 1 y"TimberStrand"LSL. or if span rating is exceeded. 5"or 6" ,� Botth sides maximum width of 7" '•.• • nail with 10d(0.128' x 3') 3Yz" 2 Screws 6 3/4 24 Ome side One 10d(0.131"x 3")nail into nails,one each side e or 110 rim joist: X"bolts 8" 2 24". - floor joist • TJI"joist flange TJI"560 ALLOWABLE HOLES - Headers and Beams • •'� ' L1 each flange INSTALLATION TIPS TJI"210,230,and 360 rim joist: (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diamieter;screws are SDS,SDW, USP WS,or TrussLOK' •Subfloor adhesive will improve floor performance,but '1.55E TimberStrand• •LSL Headers and Beams TJI"rim Dist CS One 16d(0.135"x 3y")nail into may(2)An additional row of nails is required with depths of 14"or greater. j each flange. y not be required. 2 x diameter of the (3)When connecting 4-ply members,nail each ply to the other and offseit nail rows by 2"from the rows in the ply below. 3 : With depths> 16", use TJI"360 rim Dist. largest(hole(minimum) L3 1/4 minimum bearing P J To view •Squash blocks and blocking panels carry stacked y depth A2 Locate rim board joint between joists. p vertical loads(details B1 and B2). Packing out the web Allowed hole zone FASTENING of FLOOR PANELS of a TJI"joist(with web stiffeners)is not a substitute Guidelines for Closest On-Center Spacing per Row BEAM ATTACHMENT at BEARING for squash blocks or blocking panels. r - ----- -- ----- - TJI.11)(2) Rim hoard 14., B1 o L O O ------ -------- Nail Size 110,210, 360 and 1%"TJ'• Timb)erStrand"LSL TimberStrand"LSL Microllam•' Parallam• H1 1Ys"TJ•'Rim Board or •When joists are doubled at non-load bearing parallel o 0 0 0 0 1.55 E TimberStrand••LSL and 230 560 Rim Board 1�" 1Y2' or wider LVL PSL 1y"or 1 Y"TimberStrand''LSL. Header or seam Maximum Round partitions,space Joists apart the width of the wall for Depth Hole Size 8d(0.113"x 2y"),8d(0.131"x 2y") 4" 3" 6" 4 3" 3" 4" 4" B2 plumbing or HVAC. 9y"Depth e 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"(3) 4"(3) 6" 4" 3" 3" 5" 4" L5 8" 8' 11y" 11" 353" 16d(0.162"x 3y") 6" 6" 16"(4) 6"ra) s°(S) 6°(s) 8"(4) 6^ B3 Additional joist at plumbing drop(see detail). • Drive nails at an See framing plan(if applicable)or 14"-16" 4%" (1)Stagger nails when using 4"on-center spacing and maintain%"joist and panel edge distance.One row of fasteners is permitted(two at abutting One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for FloorGeneral Notes See illustration for allowed hole zone angle to minimize Y panel edges)for diaphragms.Fastener spacing for TJI"joists in diaphragm applications cannot be less than shown in table.When fastener spacing for /� Use 61 or B2 at side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimu • Allowed hole zone suitable for headers and beams with blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI"joists. I p I 1y"minimum from end end and intermediate bearing lengths. uniform and/or concentrated loads anywhere along the member. Intermediate bearings • Round holes only ...�•_�..............».......»....».«».........�».»»•....•«.�..�..�...�..».��»_..,«. .»..«.........«....«...«.«»«».»..............».....».»...«...« ..«..»...«.«.».«..«.»«»».....» 64 with load bearing or (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1%"(to minimize splitting). •». •»��••»•. •� �»«» ••�.«»� • No holes in headers or beams in planik orientation. (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). braced/Shear Wall WARNING (6)Can•be:educedto3Yz_'on.cuter if nail penetration into the narrow edge is•no•more than 1Y•"(to min:mizesplitting).••••»•••-••»•••••.•••.••.•••••••••••••••••••••••• Endof�oists •,•••• •••• •••• ..� from above •••.. .• Other Trus Joist* Heatders and Beams • ••• ••• ••• •• •• •�L2 ••• •••• •• s" Board or Joists unstable until braced laterally 1Y TJ"Rim B ois s are uns a e un i race a erall recommendations listed above. at Centerline _ y Microllam"L.VL 1y"or 1 Yz"TimberStrand"LSL. •» ••» •• »•-•••••-•»• •••»joists•i�••fFl�•nlrreenter. of support ., i � Bracing Includes: 1.3E TimberStrand" and Parallami'PSL _ _ _ a. • Blocking • Sheathing • Strut Lines • Hangers • Rim Board • Rim Joist LSL hole zone hole zone 2 x diameter Of the » » »»Y�')rleils if mrnirrxxn•peltetratiortt of 9 trrto•the•FJI�'joist or rim board is achieved. Ya depth ••�o minimize splitting,maintain edge distance and row spacing of 2h x nail diameter for%",whichever is greater. largest hole(minimum) .«.._.»...» ........»..».»»... ,. }yam.....».... DO NOT cut,notch or drill • H1 '• .«..«.... . .....».«..«..«....»..«...»......„.» .«... . . .....« ..»......«»«^,..{AkyenyaecroerfrrstaiiRtiorr 6aide•forfioor•..»»»«.»...».». ° O l holes in headers or beams and Roof Framing, TJ-9001. • --- ----1 except as indicated in ZZ - - TJI• -joist flooJr framing does ° / � d o L___ ___J o o illustrations and tables. 0 0 0 not require!bridging or o / �ea d d o \ . ' / DO NOT walk on joists DO NOT walk on joists DO NOT stack building materials Microllam"LVL and other Trus Joist Beams mid-spam blocking L4 : • ' j g Parallam"PSL Header or Beam Maximum Round •• : ;• until braced, that are lying flat. on unsheathed joists. Stack allowed hole zone Depth Hole Size Exterimr Deck FILLER and BACKER BLOCK SIZES :. ° LA DO NOT use sawn INJURY MAY RESULT. only over beams or walls. 3 .� • . � ° Attachlment y middle span a/ 1" TJI"Joists 110 21CI 230 or 360) 360 560 560D lumber for rim WARNING NOTES: A; Structural 5Y2" ° board or blocking, Lack of proper bracing during construction can result in serious d 1.3E TimberStrand••LSL allowed hole zone d Depth 9Y"-113/a" 14"-16" 9Y2"-1i%,, 14"-16" 9Y2"-11%•' 14"'-16" 18"-20" 11Ya" 14"-16" 18'•-20" 22"-24" " ° sheathing as it may shrink 7illu 20" 2" y accidents.Observe the following guidelines: See illustration for Allowed Hole Zone O after installation. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI"joists must be completely installed and properly nailed. Filler Block 11) 2x6+3/" 2x8+%" 2x6+Y" 2x8S+Yz' 2x12+)2" Two Two Two Four�"x 15" ° General Notes 2x6 2x8 Use Only 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be (Detail H2) sheathing ;sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing ° Safe bracin 1x4 engineered lumber. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay, • Allowed hole zone suitable for headers and beams with uniform loads only. Safety 9( 9 P Y P rY P ( 9) 1 Y Y• Cantilever Filler 2x6 2x10 2x6+4" 2x10+4" 2x6+y2' 2x1C0+)z" Not Protect untreated wood O minimum)at 8'on-center(6' 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. • Round holes only sheathing sheathing sheathing shesathing Not applicable from direct Contact with See ALLOWABLE Without this bracing,bucklingsideways or rollover is highly probable under light construction loads-such as a worker or (Detail E4) 4'-0"long 6'-0"long applicable on-center for TJI"110 joists)and g' y g y g • No holes in cantilevers. 4 0 long 6'-0"long 4'-0"long 6'-0'1' long concrete 1y"knockouts O H3 HOLES one layer of unnailed sheathing. extended to a braced end wall. Backer Block(1) 4.Sheathing must be completely attached to each TJI"joist before additional loads can be placed on the system. • No holes in headers or beams in plank orientation. at approximately Fasten at each Dist with (Detail F1 W or Y4' Y4'or T/" %"or V Net =--,62.8 2x12 Two Y4'x 15" i 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. or H2) sheathing 12"on-center two 8d(0.113"x AR Halls minimum 6.The flanges must remain straight within 1/2"from true alignment. (0.131"x 33 2") (see WARNING). Warning: Drilling, sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this Filler 9� 9, g, 9 9 p 9 P g Nail Size (0.131"x 3") ® product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Backer (0.131"x 3") Bearing plate to be Filler 32 50 flush with inside face Proposition 65,visit w .com/inform. Professional Seal Revisions Nail of wall or beam to cause cancer. or more information on Quantity(2) 15 No. Date Rev. Title Backer 1e 15 WeyTvemrhaeuserOWITIATM� � OF NEw 1 06/09/26 PERMIT SET 1075 Narrow River Rd. (1)If necessary,increase filler and backer block height for face mount hangers and maintain B'gap)at top inJoist;see detail oc Filler and backer block A Weyerhaeuser A Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of PEE BL/ Y dimensions should accomodate required nailing without splitting(1<':"minimum for backer blocks anad 24"minimum tortilla!blocks). �•7`•i•'�' • •••••••••••« • ••» •2020 Weyerhaeuser NR-Gompany. All rights reserved. '� r1 C 'P 2 4-4-- This naiswhenposslbe. This sheet is intetnded as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Dee Depth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. `"'c"�Ped sc�rel� September2020 Reorder CO �P 3 /--/-- pp Y 9� P P I * -- ---- r � 4 -4-4-- ---- C) W 5 4-4-- THE ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, p SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE r,P� axce.:•+• 6 -4-4-- BECAUSE ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: Q 4Z� '] --�(--/-- r BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 1075 Narrow River Rd . A S _CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION I FRAMING r•-� '1(�Cr�c1Or 8 __r__/__FURNISHED C THE OWNER. TJI 1 R /` n /' I N G DETAILS '_C O 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND H�\V/� IVY COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. Orient, N Y Southampton N.Y. 11968 201 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACTS- = Office: (E>31) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITHINDUSTRY Designed By STB �.., STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner, STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE , P.E.P•E• Seanb L',buchner-en ineerin .coin KNOWN TO THE CONTRACTOR. RENOVATION 9 9 Principle Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN Buchner Engineering PLLC s Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER - ,' '+ �, y., ENGINEERING PLLC. BUCHNERENGINEERING ....._..^_..._._......_.._..._._..._..__..._..........._...._.._...... ................................................................................... Date : 05/02/2026 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY S I e: 1/4�� = 1�'0 MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. Outlooker Dettail Hip/Valley Intermediate Support Dormer Fin Heel Connection (Platform) 1x or 2x_ceiling joists Framing ROOF FRAMING DETAILS lateral bracing at 48" Connect rafter to hip with five 16d (0.131"x 34") nails. on-center or as specified Connect rafter to valley with 16d (0.131"x 3Ya'") nails per table below. Ridge Connection Header joist see plan 131"x 3Ya") nails Toenail header to rafter with four 16d (0.131"x 3Ya") TimberStrand"LSL or Toenail with four 116d 0.131"x 34" nailsnails from each side, or use a hanger for reactions ( ) TimberStrand* rafter Four 16d (0.Attach blocking to at each end of strap/cleat exceeding 500 lbs. See Framing Connectors tables Microllam"LVL ridge board each side, or four I6d(0.131"x 94") nails g g with t rafter w two 16d _ through ridge into wafter in Weyerhaeuser Roof System Guide, TJ-9005 for (0.131"x 34") nails Toenail hip/valley to hanger capacities. Sheathing or other lateral post with three TimberStrand" \ bracing as required Hip member or 16d (0.131"x 34") LSL rafter valley beam Lateral blocking per 2 times joist spacing, nails per side code or for lateral minimum Sloped bearing surface wind requirements TimberStrand"LSL Attach post to bearing wall or ceiling joist beam with three 16d (0.131"x Beam or ceiling joist A23 or A3 clips each side. 2x TimberStrand' plate Structural sheathing 3Ya„) nails per side sized to support post Additional connections may bE;required (Addresses lateral load only, (connection design may be to resist wind forc(es in high wind zones not intended for wind uplift.) * required, contact your 3" maximum rafter Weyerhaeuser representative) Rafter-to-Valley Connection seat cut overhang Attach plate to rim with Rafter Rafter Roof Snow Load 16d(0.131"x 3Y4'") nails On-Center San 30 LL+ 15 DL 50 LL+ 15 DL 80 LL + 15 DL See plan for member Minimul�n Ridge Board Deptlh p *Angle Clips at 12"on-center Spacing Number of 16d (0.131"x 3y") nails required Rafter Rafter(Pitch g p 4:12 to 9:12 10:12 tco l l:12 12:12 Hanger Nailing 6' 5 5 5 Size Clip Ceiling outlookers 12' 5 6 8 Ridge Bogard Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 16 R _ at hip end 18' 6 9 12 20 2x6 2x8 2x(10 2):10 „ •For lap connection nail quantity req&M§Afb, see Rafter Span and Heel * Open, see Ian A23 t�gr� 1Y2 10d x 1y 24' 8 12 p P 2x8 2x10 2x(12 2>:12 Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 6' 5 5 7 2x10 14" 114" El O Usp -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. O 2x12 14" 116" 22Structural A3 1 x lY2' 10d x 1Y" -If 8-15 nails required, use two A23 or A3 clips, each side. 24 24„ 18, 6 8 11 Connectors* 18' 9 13 24' 12 TContact your Weyerhaeuser representative for additional connection information. Heel Connection (,'Lap) Trimmer joist see plan TimberStrand* LSL rafter Hip/Valley Low End Sloped hanger Valley -to-Hip Connection Hip/Ridge/Valley/ Post Detail Hip or member (sloped/skewed if roof i Sheathing or other lateral valley beam pitches are unequal).(') Hip member 3"Maximum rafter bracing as required TimberStrand* LSL or Notch TimberStrand* LSL Hip/valley seat cut overhang Microllam"LVL ridge board hip/valley to sit on post depth (d) Depthl of hip/valley (minimum of 75%of original at seat cut(y). member depth must remain). See table below to ridge with five Ridge board. Toenail Toenail hip g ridge-to-hip with four 16d (0.131"x 34') nails. 16d(0.131"x 3Ya") TimberStrand''LSL Connect rafter to nails Attach blocking to rafter with ceiling joist valley using 16d 0.131"x 3Y") nails(') two 16d(0.131 x 3Ya ) nails�/ ( R 16d (0.131"x 3,4") nails Attach hip/valley member to plate 27 Lateral blocking per code or/ for heel/lap connection* Post or bearingwall Valley beam. Connect to hip with thlree 16d (0.131 'x 3/a ) nails for lateral wind requirements Toenail ceiling joist to top plate per sidle member with sloped hanger. Toenail rafter to top plate with with two 16d (0.131"x 34") nails HipNalley Depth Contact your Weyerhaeuser representative for sizing of a hip three 16d (0.131"x 34") nails Minimum Percentage of Original HipNalley Depth Required or valley with a point load. TimberStrand' LSL rafter Member Type ITimberStrand••LSL Microllam••LVL Hip Member 1 30% 50% (')See Framing Connectors in Weyerhaeuser Roof System Guide, R * For heel/lap connection nailing see Raftter Span and Heel Connection rR R Valley Beam so�ro so�ro R TJ-9005 for hanger capacities. 21 Tables in Weyerhaeuser Roof System De.sign Guide, 'TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 (')See Rafter-to-Valley Connection table in Detail R26 above. ROOF DETAILS GEeneral Notes A wgwhw 13Cf Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Wleb stiffeners are required with all 22"and V-cut shear blocking-1,Y"or 1Yz" 2x4 one side. Use 2x6 if TimberStrand"LSL rim board Beveled web stiffeners required on 2x4 one side. Use 2x4 both joist spacing is greater than 241"joists and when the sides of the hanger q spacing oist if INTERMEDIATE BEARING sides s 2�4"on-center. do)not latterally:support at least%"of the both sides.Cut to match roof slope. 1 p 9 is O � Blocking panels or shear blocking may be o �� greater than 24"on-center. TJJI"joist top f(ange.Also see framing plan. Two rows 8d tK \� Web Stiffener required on specified forjoist stability at intermediate supports (0.113"x 2y")nails Shear blocking- i both sides at R3W ONLY at 8"on-center J 1 Y2„ 1)/8"TJ"Rim Board, Web stiffeners Twist strap and backer block required at J 10d(0.128"x 3") 14"or 1y"TimberStrand' required on both R7S with slopes greater than 3:12.See LSL or TJI"joist. Variable slope seat sides at R7W ONLY NailingRequirements at Bearin In on-center connector Birdsmouth cut g on s n must not Weyerhaeuser Installation Guide for Floor Web Sftiffener required on TJI"joist flange overhang inside and Roof Framing,TJ-9001. Beveled 2x4 block both sides at R1 W ONLY must bear fully on face of plate. plate. Beveled 2x4 block with 0" Y adjacent span maximum 2 Beveled bearing 0 beveled web stiffener on a+��J Beveled web stiffeners Beveled)bearing plate alJ� plate required when 'L' opposite side of web on both sides re uireed when sloe 2x4 block for soffit support slope exceeds Ya:12 a� gexcceeds Ya:12 p R3 R3W R5 R7 W �R7) R7S is allowed only with joist depths< 16" SBIRDSMOUTHBIRDSMOUTH CUT allowed at low end of joist only BIRDSMOUTH CUT allowed at low end of joist only CUT allowed at low end of joist only f P `y adjacent span mtaximum 1 R1 R1 W Backer block:Install tight to bottom Filler block:Attach per the flange(tight to top flange with top mount SHEAR BLOCKING and VENTILATION HOLES(Roof Only) Double joist table below. hangers).Attach per table below. may be required Clinch nails when possible. Y Y Y when L exceeds L LSTA18 strap nails at H6S Field trim to match joist depth at outer edge joist spacing with slopes greater than 3:12 _ Y L of wall or locate on wall to match joist depth. Use 1 YB"TJ"Rim Board with depths 16". � Y Beveled web Strap nails: y Blocking stiffener each Leave 2Y8'minimum end Allowed hole zone /as required side of TJI"joist distance web LSTA24(Simpson Strong-Tie Tie or USP Y Y Y f 2x4 one side. Use 2x4 both ( p 9- I p g LSTA18(Simpson Strong-Tie* USP Structural Connectors p Variable slope joist haanger. Beveled i 2x_overhang. Notch TJI"joist flange must Two rows 8d 0.113"x 2Y2") sides if joists acid is )strap with twelve ( p Structural Connectors-)strap with 10d 0.148 x 1y")nails required at H5S with y around TJI"joist top bear fully on plate. nails at 8"on-center-� p,' o� grealter than 24"on-center. ( q web stiffeners requireed on both sides. �� 1 twelve 10d(0.148"x 1Y")nails slopes greater than 3:12 End wall flange. Birdsmouth cut must not �� 1 y" Additional blocking X overhang inside face of ,T may be required for TJI"Depth, D Additional blocking TJI"Flange Block Nail plate. may be required Width Type Size Quantity Maximum allowable V-cut I shear transfer for shear transfer. Filler 1od(0.128"x 3") 10 O gC BIRDSMOUTH CUT allowed Filler less than 3y" For TJI"joists with slopes of 10:12 to 12:12,the vertical depth of at low end of joist only Strap nails: 9Y2"<Ds16" Backer 10d(0.128"x 3") 10 shear blocking at bearing will require%"TY'Rim Board or 1y"or [Beveled 2x4 block. Leave 23/8"minimum Strap nails: 3Y„ Filler '16d(0.135"x 3Y2'") 10-each side SB 1Y2"TimberStrand"LSL that is one size deeper than the TJI"joist. ;Second beveled web end distance Leave 2%"minimum Backer 10d(0.128"x 3") 10 DO NOT use 1y"TJ"Rim Board with 18"-24"TJI"joists or in ,stiffener required on end distance Filler 10d(0.128"x 3") 15 vertilation-hole applications. (opposite side.at R10W only. Double beveled bearinglate less than 3y" 0" p Variable slope joist hanger. 16"<D<_20" Backer 10d(0.128"x 3") 15 z-\emu when slope exceedsy:12 Beveled web stiffener g Weyerhaeuser BevelEed bearing plate required 3y" Filler 16d(0.135"x 3Yz'") 15-each side Backer 10d 0.128"x 3" 15 when;slope exceed:.y:12 Web Stiffener required on required each side. ( ) R10 R10 R14 R14 both sides at R14W ONLY H5 H5 20"<D<24° 3 Filler '16d(0.135"x 3Y") 25-each side Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this S H5S is allowed only with joist depths< 16" Yz Backer 10d(0.128"x 3") 15 product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California H6S is allowed only with jioist depths< 16" to cause cancer. For more information on Proposition 65,visit wv.com/inform. SS H6 For filler and backer block sizes see Weyerhaeuser TJI•• SUSTAINABLE Joist Specifier's Guide,'TJ-4000 INN TIATIVVEE A Weyerhaeuser,Microllam, Panallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Certified Sourcing • ............. . •••• •2044"kyerhaeuserNR-Gompany. All rights reserved. www.sfi a 9 October 2017 Reorder TJ-4014 Professional Seal Revisions No. Date Rev. Title OF NEW 1 06/109/26 PERMIT SET 1075 Narrow River Rd. BUC O� 2 --/--/-- ---- * co * 3 --/--/-- ---- r- Iy_ 4 --1--1-- ---- n W 5 --/--/-- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, v Yzce-ova - r�w�w 6 '-l'-1-- SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE N� V BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: 11042bt 7 --1--1-- ---- BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS • CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 1075 Narrow RiverRd . RO SS,oNP 8FURNISHED BY THE OWNER.COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK WOOD FRAMING DETAILS - 202 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR Orient, NY ",.. : -,, ,- S ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Office: (631) 260-0840 STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner P.E. Desi ned BY STB g STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean b abuchner-en ineerin .CDm KNOWN TO THE CONTRACTOR. � 9 9 Principle /Owner No CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN RENOVATION g PLLC Sheet#Buchner Engineering THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER y,,,i i v .� �*A,u '.t'`+" ENGINEERING PLLC. BUCHNER ENGINEERING ...._..__..._._......_.._...-._...-...--...-.......-...-....-........ .................................................................................. Date : 05/02/2026 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Scale: 1/4�� = 1�'0�� MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. VAPOR RETARDER, SEE PLAN FOR LAP EDGES 24"AND TAPE, THICKNESS&REINF. OMIT AT IEXTERIOR SLABS STEEL COLUMN TYP. BASEMENT SLAB TYP. WOOD POST SIMPSON ABU66Z POST BASE ..« . . . . . « . .... ... ... . .. . ... . = c4 s a n a ' ° ° EMBEDDED 5"W/ EXISTING ° a SIMPSON SET XP EPDXY PROPOSED FOOTING I III PROVIDE 2" WELL COMPACTED v ® 0 ® REINFORCEMENT SONOTUBE, SEE REBAR CHAIRSGRAVEL.6"TYP, a LEGEND ON PLAN N � .�— SEE SCHEDULE —�' z TYPICAL SLAB ON GRADE DETAIL `' U Q (3)-#5 DOWELS r17 5" v W/0'-8" HOOK Uj ISOLATED FOOTING SCHEDULE � ~ #5 DOWEL @ 12"o.c. TYP. SLAB ON GRADE DETAIL ALLOWABLE SIZE REINFORCEMENT SBIG EE LEGEND HILTIHIT-200+ HAS 1 CALLOUT AXIAL LOAD LENGTH WIDTH THICKNESS LENGTHWISE WIDTHWISE i� SEE LEGEND ON PLAN AT WALL& FOOTING S-300 SCALE: N.T.S. F-2.0 7.OKIPS 2'-0"' 2'-0" 1'-0" (3)-#5 (3)-#5 F-2.5 1 11.5 KIPS 2'-6" 2'-61 1'-cr' (3)-#5 (3)-#5 F N D. DOWEL D E T. F-3.0 16.5 KIPS 30-0" 3'-0" 1'-{Y' (3)-#5 (3)-#5 5 Second Pour First Pour F-3.5 2-2.5 KIPS 3'-s" 3'-s" 1'-a' 3 45 (3)-#5 S O N OT U B E FOOTING DETAIL S-300 SCALE: 3/4" =r-o° General Note:90 degree h aak at end of ech bar 4 •••• • • »» •• 2x4 KEY W/WATER STOP S-300 2) ISOLATED FOOTING DETAIL S-300 SCALE: N.T.S. F-- CONSTRUCTION JOINT 2 TYP. CONC. WALL DETAIL 3" SIDS SCREW STAGGERED AT S-300 SCALE: 3/4" = 1'-0" 6"o.c.THRU PLYWOOD & NAILER. 2X NAILER PREDRILL AS REQ'D (2) 9"x8" PLATES (4)4..» ...»... « . .... . ...................... (ECH SIDE OF BEAM) J"CAP PLATE BOLTS U.O.N. W/(2)-HOLES FOR . . . ... . .... . ... .. . . . . .. . . . . . . . . CJP, T&B (3)4..» ...» . ... ...... .. . . ... �' THRU-BOLTS > .. N . .. . . . . . . . . . . . . W8: (2)4... .... . ... ..... ... . . ... �- FLR FRAMING STEEL COL. a O o �90 .n - z (2)-ROVJVS J•N» • • • • • • SIMPSON STRONG TIE MI BOLTS` I ° I I AT 16"o,c., b> STAGGERED AT 8"o.c. FACE MOUNTED HANGERS �.• « • • • » • •••» ••.•••.••••.•••., ILI 3" CLEAR TI OP& BOTM. I I (3)4..«. . . » . ... N ................. I (3)4 WOOD BEAM PROVIDE LVL BLOCKING 4"THICK PLATE J"THICK PLATE a (3)4..». . . N . ...N ................. BTW FLANGES . .. ... . . ...........»....N .. . ..• • • • • N• N • • • • • 11 ••• • • • • N• •• NIN»NINI (2)4"THICK ANGLES "THICK PLATE J" PLATE SADDLE J" FLANGE PLATE TOP&BOTMN».N..N . . . . .. .. . . ». .. • ••NN•NNIIN••N•N• BOLTED • • • • •• ••• • • • • ••• •• • W E L D E D • • • SHOP ATTACHED TO COL. 6 SHEAR CONNECTIONS 7 WOOD BEAM FRAMING STEEL COLUMN 8 FLUSH STEEL BEAM DETAIL 9 MOMENT CONNECTIONS S-300 SCALE:1-112" = 1'-0" S-300 SCALE:1-112" = 1'-0" S-300 SCALE:1-1/2" =1'-0" S-300 SCALE:1-1/2" = 1'-0" �)a - A307 =�N SIMPSON TB1460S COLLATED SCREW THRU-BOLTS O 1 ^ '� O M @ 3" O.C. OR APPROVED EQUAL. 3" MINIMUM (2) PER BLOCKING MEMBER A r- ^� , p L3x3x4 SHOP 11 i„ O O ATTACH TO BLOCKING EXT, FACE OF Z 7 1 1T o COLUMN FND.WALL TUBE POST STEEL COL. WOOD FLOOR TYPE 1 - TYP. WALL TYPE 2 - CORNER TYPE 3 - FOOTING JOIST/ROOF RAFTER; SEE I PLAN FOR SIZE & A I (2+- SPACING I— THRU-BOLTS STEEL COL,WELDED TO BASE PLATE T&B 1 4 A - A /ANCHOR BOLTS W/12" I• •• "THICK BASE PLATE STEEL COLUM N BRACING AT FLR FRAMING EN✓1BEDMENT & 3" HOOK a •4"THICK LEVELING PLATE 11 ••2" MAX. NON SHRINK GROUT 5-300 SCALE:1-1/2" = 1'-0" CONC. FOUNDATION ELEMENT TYP. ELEVATION 10 TYPICAL STEEL BASE PLATE DETAILS s 3010 SCALE: 3/4" = 1'-C" Professional Seal Revisions No. Date Rev. Title OF NEW 1 06/09/26 PERMIT SET 1075 Narrow River Rd. 1" BUC O� 2 --/--/-- ---- * 3 --/--/-- ---- r- 4 --/--/-- ---- mA 5 --/--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, ` Fzce ,ova s� 6 -'/--/-- SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS SHEET TITLE : �'� BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL Q 42� �/`'>' 6 --/--/-- " BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS - CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 1075 NarrowRiver d Ro�ssioNP 8 p FURNISHED BY THE OWNER. , STRUCTURAL DETAILS 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND S - 300 Southampton N.Y. 11968 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK Orient, NY SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR -, ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITHINDUSTRY KNOWN TO THE CONTRACTOR. ineerin .com Designed By STB STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE a STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb buchner-eng g RENOVATION Principle /Owner NO CHANGES OR ALTERATIONS ARE TO BE MADETOTHEDESIGN FORTHISPROJECT(AS DIRECTEDIN Buchner Engineering PLLC _ Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER a t F,'_ � ' ENGINEERING PLLC. BUCHNER ENGINEERING ........__..._._......_.._..._._...-...__..._.......-..._...._.._...... ................................................................................... Date : 05/02/2026 MATERIALS CONTAINEDWITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Scale: 1/4�� = 1 -0" MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC.