Loading...
HomeMy WebLinkAbout50313-Z ho'�OF Ulu/ Town of Southold * * P.O. Box 1179 40 53095 Main Rd uerr.� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46871 Date: 03/02/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 2400 Broadwaters Rd Cutchogue, NY 11935 Sec/Block/Lot: 111.4-2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/17/2024 Pursuant to which Building Permit No. 50313 and dated: 02/07/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory garage with storage above as applied for. The certificate is issued to: Last Move LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50313 8/27/2025 PLUMBERS CERTIFICATION: Mk A tho ' e S nature �ao�SUF��cD TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50313 Date: 2/7/2024 Permission is hereby granted to: Last Move LLC 2400 Broadwaters Rd Cutchogue, NY 11935 To: Construct a 28' x 46' accessory garage to an existing single-family dwelling as applied for. Requires minimum setback of 20 feet. At premises located at: 2400 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-1-2 Pursuant to application dated 1/17/2024 and approved by the Building Inspector. To expire on 8/8/2025. Fees: CO-ACCESSORY BUILDING $100.00 ACCESSORY $1,413.00 Total: $1,513.00 j N Building Inspector pF SO(/ryQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA • Q Southold,NY 1 1 97 1-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Last Move LLC Address: 2400 Broadwaters Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 50313 Section: 1 1 1 Block: 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Bensen Electric License No: 5071 ME SITE DETAILS Office Use Only Indoor W, Basement F- Service I— Solar (— Outdoor I✓ 1st Floor P-1 Pool r Spa F Renovation F 2nd Floor I✓ Hot Tub r Generator (— Survey rr Attic rFl- Garage Battery Storage INVENTORY Service 1 ph (— Heat Duplec Recpt 11 Ceiling Fixtures Bath Exhaust Fan Service 3 ph F Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 8'LED $ Exit Fixtures Other Equipment: 100A Panel 30 Circuits /6 Used Notes: Acc. Garage Inspector Signature: X Date: August 27, 2025 Sean Devlin Electrical Inspector sean.deviin(aDtown.southold.ny.us 240013roadwatersGarage OF SOGIyO� # TOWN OF SOUTHOLD BUILDING DEPT. o m, �� 631-765-1802 �031� INSPECTION [VFOUNDATION 1 ST/ REBAR . [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ]. FRAMING/STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKSm 7�, i i; DATE O INSPECTOR OF SOUjyOlo # # - TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 a��3 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]JOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] -CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: "ov--v \ - - 1\/ DATE l INSPECTOR OP SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouff 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL • 4' j , [ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: In I 4D DATE 1, t27(W-yq. INSPECTOR ho��OE SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [T�]" PRE C/O [ ] RENTAL REMARKS: rAA Pd 4"J-f- NoA ed-el' 1:2111 JA aual Ae b f�4e a o &R boA� DATE INSPECTOR pF SOUI 50 / ` zz- ( * # TOWN OAOUTHOLD BUILDING DEPT. coulmm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] ,FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]. RENTAL REMARKS: DATE INSPECTO r Vincent Lucarelli,AIA 9 Kirkland Drive Greenlawn,NY 11740 631-567-1307 November 17,2025 Town of Southold Building Department P.O.Box 1179 Southold,New York 11971 PERMIT#50313 Re: Moore Residence 75 Haywaters Road Cutchogue,N.Y.119351 Building Inspector, We went out to the building site to inspect the garage project.We revised the construction drawings to show the railings to code.We also added a note for the leaders connected to the drywells. All work was built according to the New York State Building Code. We took photos of the entire project,please see the VR placard above the electric box. If you have any questions or additional comments,please contact Thomas Trifaro at 631-567-1307 @ Vincent J Lucarelli,Architects. Sincerely, �¢E DARc Thomas Trifaro tri�`�'�5pHN V0 CIA E L y 02829r' l0 {i TFOF NEB '. NOV 1 8 2025 I 5 D3 r3 NOTE:ALL LEADERS CONNECT TO DRYWELLS,ONE IN FRONT T FOR FRONT LEADERS&ONE TO THE LEFT FOR REAR LEADERS.---- -----------------BS1B•PWRED CONCRETE FppiV�.------- - -------- - --- .- . I..I l0J �s I I YRVIENTLLJCAREI.LI M1IA rcuvreue N,00m, I __ 1 1 I GRED4LAWJ.N Y�11)40 :.I fi1136RIJV1 � I I I_r I I 1'1 THREE-CAR GARAGE 1 I fP00 wco rV J I w. FD I FOR BOTH SLAB •W�0 OR voBaus Flu I I &FOUNDATION ILATE 4,SP4I WALLS USE (vYdT831b6'/-1�TISIMPSON HOUB •�®CORNERS OR O� „BSBROADWAYA'-W MERE HOLBROOK 741 INDICATEOONNy.,1PLAN REVISION PRESSURETREATEDREQUIRED 1/3/4"x20" 2 4•SRL PLATE DROPPED HEADER I ITHREAOEDR00 °x6" POST �° 1 1 I I I THROUGH FLOOR I" I STRUCTURE OR ��rTTI i I j i 1 i ANCHOR BOLT INTO DETAIf.B-B x $Q P I I I I 4 Nonoea I 1 I FOUNDATION 33 o p P,rsFx�noxro - y 1,L- --------------1-----1------ -----------------1-----�'1 t min _ SIMPSON HDU8 -TM—e �A E 8T3024 FOUNDATION PLAN i/a" i o" sEAM#i -LVL SCALE ACTUAL SPAN=20'-0" S NOTED _ DESIGN CALCULATION(FOR A 20'-0"SPAN) DRAWN BY T.G. _ FLOOR JOISTS= 14'LENGTH xZ016s/h=4201bs/fi CHECKED.. VI_ ROOF RAFTERS= 14'LENGTH z501bs/h=7DOIbVfL PRCJETNNJE USE(3)-13/4"z20- • i. (3)580 Ibs/h=1,7401bs/h PROVIDED>1,1201bs/h REQUIREDLL [� �ULDIVG -- 04 0 — o NOTE PLACARD s e,eo.p w11U STICIUBB ELECTRICAL PANEL LEFT SDOF GARAGE C¢7 f- z Y QU I NOTES&SPECIFICATIONS I' ® TWO-CAR GARAGE IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS .lo•,avp0r CONSTRUCTION DOCUMENT BOUND TOGETHER AT ALL SEAL ° TIMES.IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO I rE�Pa READ ALL NOTES,SPECIFICATIONS,AND BE FAMILIARIZED--- pi WITH THE PLANS PRIOR TO WORK. ��':l'• ,•`` - I I I I I NOTE: TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT,THESE PLANS ' I 1 I I AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH: 2020 RESIDENTIAL CODE OF NEW PORK STATE I I I e 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE ` I I I SHEET TITLE I I I 4Tf r NFPA=fe N IONAAL ELECTRICAL CODE a 1 I I Ppm " HFLW A ,� BEAM ■=� i' �r �C jk I l THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE1` JOB NUMBER e•-r l 1111 +•_,o• INFORMATION AVAILABLEtTO UIS.�DUE TO THE NATURE OF ARENOVATION/ADDITION 2024-60 TO AN EXISTING STRUCTYgRET}IE ARCHITECT MUST BE NOTIFIED FOR ANY REVISIONS. STRUCTURAL MODIFICATIONS OR SUPPORT REQUIREMENTS RESULTING FROM T WO-DOOR GARAGE PLAN NOV ��{{NF��22SE DITION J$$UCHr S EXISTING COLUMNS,DUCTS,PIPING,ECT. sHEET NuueeR taa N O V @NCLbSE STING W L S,,CEILINGS,ETC...G.C.TO CONTACT R.A.UPON ANY OF'I UNFORSEEN CONDITIONS ARISING. F„ jv AA 'I NOV+ 1 8 2025 _` % Building Dlapaltrff,,-$ o�SOFFoctwG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502hLtps://www.southoldtomm. oovv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only _ �j PERMIT NO. 50 I � Building Inspector: JAN 1 7 2024 Applications and forms.must be filled,out n W r'Ontirety.Incomplete., appllcat�gns well n'ot be:accepted; Where the Applicant his not tFte'owner,an Owner's Autho"�iation form(Page 2)shall,be'co'mpleted ' ' Date:1/15/2024 OWNERS)OF PROPERTY.- - Name:last move Ilc scrM#1000-111.-1-2 Project Address:2400,broadwatersmrd aka 75nhaywaters rd Phone#:631=484=4044 Email JTpq qQqhqWq§�l@yVIlla a com Mailing Address:75 haywaters rd, cutchogue, ny 11935„ CONTACT PERSON Name:james mooreNmm Mailing Address:75 haywaters rd, cutchogue,,ny 11935 Phone#:631-484-4044 Email jmoore@johnwesleyvillage,mcom y DESIGN PROFESSIONAL INFORMATION Name:james koppenhaver Mai!!"gAddressaheds unlimited lie2025 valley rd,morgantown, pa 19543 Phone#:717 442 3281 Email: CUNTRACTOR,INFORIIAATION Name: to be determined Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other freestanding 3 car garage $105,000 [Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:res�dentl.a�. ... _.. Intended use of property:rG$Idetlt�a�,.._.._. ._.__ ..._. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes BNo IF YES, PROVIDE A COPY. .B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues,as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone, ordinance of the Town of.Southold,Suffolk,�County,New,York and"other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition•as,herein described.The applicant agrees,to comply with all applicable laws;,ordinances,building code, housing code and regulations and to admit authorized inspectors'on premises and In building(s)for necessary Inspections.False statements,made herein are- punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law, Application Submitted By(print n me):lames moore ❑Authorized Agent BOwner Signature of Applicant: Date: 1/15/2024 STATE OF NEW YORK) /ASS: COUNTY OF 5U t`�OI - ) - �a.nm--, 1 i:Ar 1(� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the UD Of-C (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this +1, ' j�_day of a, ar 20 2— of ry Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COWSSION EXPIRES JUNE 30,2112Ap I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 n. �SAFfrD( C ' BUILDING DEPARTMENT- Electrical Inspector �Oti OG pEC F 2024 TOWN OF SOUTHOLD o =` .Town Hall Annex - 54375 Main Road - PO Box 1179 GO Southold,Southold, New York 11971-0959 yjj0� �0�. ;`t< Telephone (631) 765-1802 - FAX (631) 765-9502 ' iamesh Dsoutholdtownny.gov - seand(ob-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/06/2024 Company Name: Bensen Electric Electrician's Name: Erik Bensen License No.: me-5071 Elec. email:bensenelectric@gmail.com Elec. Phone No: 516-322-5893 01 request an email copy of Certificate of Compliance Elec. Address.: 7 sycamore st, port jefferson station, ny 11776 JOB SITE INFORMATION (All Information Required) Name: Last Move LLC. aka James Moore . Address: 2400 Broadwaters rd aka 75 haywaters rd Cross Street: corner.lot Phone No.: 631-484-4044 Bldg.Permit email:jmoore@johnwesleyvillage.com Tax Map District: 1000 Section: J ( Block: ( Lot: BRIEF DESCRIPTION OF WORK, INCH UDE SQUARE FOOTAGE (Please Print Clearly): add electric service to garage. Square Footage: / 6v Circle All That-Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES F&-/] NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 R H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION S�FFO(k` �n t BUILDING DEPARTMENT- Electrical Inspector ,s yam► DEC TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 Tele hone 631 765-1802 - FAX 631 765-9502 La mesh Rsoutholdtownny.gov - seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/06/2024 Company Name: Bensen Electric Electrician's Name: Erik Bensen License No.: me-5071 Elec. email:bensenelectric@gmail.com Elec. Phone No: 516-322-5893 El I request an email copy of Certificate of Compliance Elec. Address.: 7 sycamore st, port jefferson station, ny 11776 JOB SITE INFORMATION (All Information Required) Name: Last Move LLC aka James Moore . Address: 2400 Broadwaters rd aka 75 haywaters rd Cross Street: corner lot Phone No.: 631-484-4044 Bldg.Permit#:` `� email:jmoore@johnwesleyvillage.com Tax Map District: 1000 Section: j ( Block: ( Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): add electric service to garage Square Footage: / Gv Circle All That Apply.- Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's v Surface Ulf Sconces H H's C✓ UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments LEGEND: PRDPERTT LINE LDi LINE E4SEEENT _ BOI LD ING O FENCE BRUSHLINE. TREE LINE"JOR �•� _ti, x- WJO11 CONTOUR LINE NI NOR CONT"LINE r� SPOT ELEVATIDN .01 TREES 0 mow• 4f V / AL YY s„ S�'04'.lp•E }A/ �°l0i CpCxlri CwLY1rfWB� ENCE a/ r ���•�'"�aoAR W�Eo v'rTtQ/r p num count .Y r•It, p3. to-, oaa[Law ».wa..FT. /+ R'a nc !tl y E.Isrlw wosE x. so.rl.v.Enl nlsrlw cu.oE �°.so.n.lo.ssxl / .. En° vMRprPp[E°POBL s f SR.rT.IB.nxr saR. ooua[ Tom 1 111iw :'Ell s°.n.ls.-1 •gyp cT // I/ p �,, ay___ oJ----____ � �/y,. INCE °�Y "[ es' •`A OI'm N/F 0 _ p s }/A•• /� . ° •l, RELOCATE VIRGINIA TaE•'4.\ / / j \�,//' owl ,. I -/ + DLIPREE TF M.RTORY \ lOE ELECTRIC • / P ( / ap/ °� E It e° Di[ 1°WELLMG,RIBLIC-EFT) SO. Iw / F".c \\• S)?•3)• i:200 w. •h^f Fr. I \ r.To 7 s+fir �\ " R[[ D­° i'� 1 `• � / ` �RN;� d T xAtt � \ \n � •• °.r s„ -J1 I I \• ° +vim • RxITIM0 rw �' : 7r/I .j1. fr I '� ` q •�\ p .`P \ K � e w 6j, '.w refiT..' `\ r a \\ \p\ \ • .`��,.f Y \ o e L\re'/e r _ �e• R \ \ s \ 7 \\ A � TEXT." \\\ e �" 00 _ ' \ . M°r ° /+ r ` s' NF TTLER �°owy°uF wa 1.AJ e \ ^\\ r /}° // \ rt• L Eoc. 17 ° + o- ¢ \ IErcll �_/aA° I 1 ti✓ N I7.2D'7S•• \' \ \ �\\ \ oAR \ (a} \ / ooua[ 1 \aon .a9"� / \ \ Q° \\ •p• °n` µ \ \ ` \ 1➢.16' \\` aolEs \.✓ \\ L r rEwxF , R \\s \ �. M \ \ 1 \ oµ OI FT oolw[ kt:\ xr \\ ' �^\ \ \ \ °p \ \ r lw Oas[ • 11 r rw a i i r ro• \ .�1 \ \ I• �pi I \ y!` �oa�E its u \ \\1 1� \ThiN� c✓ \ \ \� •x. am 0'.00 ©I� r 1 \ \ y° I / \ \�I�.+\ s•�' ,x y0 seer :yl r r s, \ QnF——_� v \ \ or aor.om aEEOR ° a tt�'�T°•• \\ / aw \ \ Ari-n.ANP SP.rT. ro�i I \ N W. '00"W 1L1.3 ,0 :�? \ ®awl e•� \ 4 \ + \ �w�V, \�a r.er�ACR[��� \ \ : „ \ R Tex anrR -E \\\ " \�2!'4 __+ fh$ \w s '� `s� r o"r \` l i aia\ J'\ ,� \�_ 7�, w CU \ } \\ /� /� -.T >`�'�a., 1 "II\\/�']IyIL (/�`py��w.f • (�r'f) 1 Sis �`M WA TOR'El ANICEIE \\\\ A' \\\ Y•' �L•IN•xe• wrPt \ \\ t/ �� 4iol \ \ g sa \ aR'.�M \ �� I �IyIyyj 1 yWj\ p• a\ PRmosC6 ROA°s AeaADarx�`'l\ r \\B \ L✓' �°�"'. \\ \ ° \ !p �W. � / r I °. tt�o.R Tx \\ \\ �2•' '+RAE rE1Ax. 17D'?p. / sr oaR / \\ ° �° \\ / ✓° \ nR B. \°/° Q,w a'°_".ii 1.0•FTP •�/ I I (�✓''� I \ `° /tJ�\ \°i°r ` \�,°ram \ v 1 \\\ iriteox ✓/ \ _ \\ owiAl\� Sr• ITT \ L.JUT.w �,..,, �r.�•c _ A•+ '* 1 ' \ ! \ ..rs /. !J'0. 1\ /•1 _,r\ r \ r °n \ \\ \ Y..dP\r Q' S M•re'00'r fl.W' R,B°•Y' R ✓+ . E E TNO sa \\ fr ` \\ )4l!\a-JiJ]. \ \ v � �r � _ \ (�\.�j Mom, /•�L 0(�� N/F x xrle'JO•E / _ Jr,+ 10 ELECT YV � Y 1 ../ n� \ \ \ �\ ow\ \\ \ \ \� °IY"J E.a t<\ °� pm/ \ \ JOAN a.eo• REYIN Y+A' t•*'J \\ Q\ \ \ t✓ °�.. \ \ Lei KEATING "0• \ auera ao ? \% \ \ N w: ED. s\ °� / r ar FUEo rsr ExA[s IF. \ / rpt[�\ IDWELLNO.PUBLIC WATE \� \ \\ Q oT Q- IDWELLeei,FQBLIL WATERI / rwr�•L.fr � � � wi••C�,�_„w,.-.i. 5 YEF D IPQI ax rNrU4 LD T IF Iw : IIEE°x .r INExIE Rl�EwRwNITw'EQE[ +Eo[EDEB nvRlIDIwIRl:x Z " PODRAPHIC• BOUNDARY SUR VET EIEviIQ6 Swwl EEOI EFP TO [M WATw Neil Grange IWNI BROADWATER ROAD W L1CBN98D PAOPHBBIONAL LAND DIIAP{TOD cuTC110Gue wY v,A�•,.u.Y..�• �axlla TOWN OF TIOUTROLD • J01a N>• PaPox r~rtasr.Nr unL :aura.:-I— STATE OF NEW T0�[ ..\2400 INDBd"ter tD cherR rev.6/14/2021 6:05:57 PM Pontino, Susan From: jmoorejohnwesleyvillage.com <jmoore@johnwesleyvillage.com> Sent: Wednesday,August 27, 2025 2:42 PM To: Verity, Mike Cc: Pontino, Susan Subject: permit# 50313 Attachments: lastmovetruss.pdf Hi Mike. I hope the summer has treated you well. I'm looking to wrap up the inspections for my garage. The follow-up electrical inspection took place today &we passed. Additionally, roof rainwater has been routed to drywells. I have attached the drawings and engineer stamped letterhead etc for the truss package that the builder used. The truss supplier (Triangle) wanted to beef up the trusses beyond what was originally approved. Please let me know what other open items may need to be addressed so we can schedule the final inspection. Thanks, Jim Moore 631-484-4044 2400 Broadwaters Rd, Cutchogue aka Last Move LLC ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i ■ ko M T I e J MITek, Inc. 16023 Swingley Ridge Rd. Chesterfield,MO 63017 A U G 2 7 2025 314.434.1200 Re: J24040011 R Moore Residence Building Department Town of Smuthoid The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Triangle Building Products. Pages or sheets covered by this seal: T34293579 thru T34293580 My license renewal date for the state of New York is August 31,2025. lF NEW y �NMES 0. 0,9 Or 02 . r-. i< 7z tx W 2 < I 2 O 0977 �ZC9 June 27,2024 ORegan,Philip IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed In the jurisdiction(s)identified and that the designs comply with ANSINPI 1. These designs are based upon parameter; shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included Is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MITek or TRENCO has not Independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2, Shipping Ticket /� Triangle Building Products Job Number: J24040011R I�ANVISLE 2599 Route 112 Tran Number: 101930 2599 Route 112 Medford,NY 11763 Ordered On: 5128/2024 Medrord NIY 11763 Phone:(631)654.3500 FAX:(631)654-3526 Scheduled Delivery On: Phone.(631)654 3600 TriangleWcom Few. (631)6S4.3S28 Product: Roof ustortar infaffrotion Job 1RAX=U0n CCI Construction Inc Jim Moore Residence AOM33+P10ne Coc ad Addrm Lot SuDtxWton 1184 Dolsontown Road Robert Christensen Middletown NY 10940 (845)673-1371 2400 Broadwaters Road S+Ns Paean CustomarP.O.No, Phone:Q 845 673-1371 christensenin^�Ar,mafl,com Cutchogue NY 11935 Len Inlel(Sano ` 7 Jab Sdo CaMad Job Ede Phony 1 Robert Christensen 1 (845)673-1371 Delivery Notes: Roof Trusses Qty TC Pitch Span L-Heel Wt. Delivered Quantities/Delivery# Label Profile Ply SC Pitch Height R-Heel Tot.Wt. 1 2 3 4 5 6 R01 13 22/12 28-00-00 1-63-02 369 1-ply 12-11-07 1-03-02 4802 �3 Roof SpecialNotes: R02 4= 6 22/12 28-00-00 1-03-02 739T7 � - 2-ply 12-11-07 1 1-03-02 1 4433 Roof Special Notes: Roof Truss Totals: 19/(2)632400-00(UF)9235(lbs)6808.00(BIF) Cateoory Total QTY Max Lenath Max Heiaht Weight THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTEDI Roof Truss 25 29-40-00 12-11-07 9235 lbs Weights are approximate Total weight 9235 lbs Wh81ht of sheathlnp is not Included RECEIVED BY- DATE! Thank you for your business. A U G 2 7 2025 ! Building 13epa,ItT ant Town of Soui:r;oid M i Te k' Triangle Building Products-2599 Route 112,Medford NY 11763 Phone:(631)654-3500 Andrea wienecke Shipping Ticket- Date:7=024 Page:1 of 1 702024 Symbols Numbering System A Genera! Safety Notes PLATE LOCATION AND ORIENTATION 112 L Center plate on joint unless x,y 64 dimensions shown in 1114rt-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss I 2 3 Joint ID diagonal or X-bracing,is always required. See BCSI. and fully embed teeth, typ. TOP CHORDS 2. Truss bracing must be designed by an engineer.For �'} n ea-2 C2-3 wide truss spacing,individual lateral braces themselves 76N may require bracing,or aftemative Tor 1 WEBS � 4 bring should be considered. �!, �y� 3. Never exceed the design loading shown and never U ►e 7 stack materials on inadequately braced trusses. o- 5 U 4. Provide copies of this truss design to the building O d designer,erection supervisor,property owner and For 4 x 2 orientation,locate Cr's tact Cse all other interested parties. plates 0- *4e from outside BOTTOM CHORDS S. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE locations are regulated by ANSIrrPI 1_ required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from Connector plates. THE LEFT• the environment in accord with ANSUTPI 1. Plate location details available in MTek CHORDS AND WEBS ARE IDENTIFIED BY END JOINT S. Unless otherwise noted,moisture content of lumber software or upon request. NUMBERSILETIERS, shall not exceed 19%at time of fabrication. Product Code Approvals 9. useUnl ss witexp retardssly oted,rhisdesiveis not ated,oligreeflu use with fire retardant,preservative treated,or green lumber_ PLATE SIZE 10.Camber is a non-structural consideration and is the The first dimension is the plate ICC-ES Reports- responsibility of truss fabricator.General practice is to 4 X 4 width measured perpendicular Camber for dead load deflection. to slots.Second dimension is ESR-1988,ESR-2362,ESR-2685,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. ESR-4722,ESL-1388 indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and to all equal to or better than that Design General Notes specified. Indicated by symbol shown and/or 13.Top chords must be sheathed or pudins provided at by text in the bracing section of the Trusses are designed for wind loads in the plane of the spacing indicated on design. output. Use T Or I bracing truss unless OthEfVlllSe shown. 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. or less,if no calling is installed,unless otherwise noted. Lumber design values are in accordance with ANSI/TPI 1 BEARING section 6.3 These truss designs rely on lumber values I S.Connections not shown are the responsibility of others. established by others. 16.Do not cut or after truss member or plate without prior Indicates location where bearings approval of an engineer, (supports)occur. Icons vary but ®2023 MTek®All Rights Reserved reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number/letter where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ■ ® 19.Review all portions of this design(front,back,words ANSUTPII: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-22: Design Standard for Bracing. 20.Design assumes manufacture In accordance with BCSI: Building Component Safety Information, MiTek ANSI/rPl 1 Quality Criteria_ Guide to good Practice for Handling, 21.The design does not take into account any dynamic Installing,Restraining&Bracing of Metal or other loads other than those expressly stated, Plate Connected Wood Trusses. MTek Engineering Reference Sheet MIt-7473 rev.1/2/2023 Job Truss Truss Type Oty Ply Moore Residence T34293580; J24040011R R02 ROOF TRUSS 6 Z Job Reference o tonal _ Triangle Building Products, Medford,NY-11763, 8.630 s Jun 17 2024 MiTek Industries.Inc,Wed Jun 26 18:34.49 2024 Page 2 ID:FcOoR9AdAJMzIVkpOspObzJy01-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f NOTES- 11)•This truss has been designed for a five load of 20.Opsf an the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Ceiling dead load(5.0 psf)on member(s).3-4.10-11.6-20,8-20 13)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.16.18 14)This truss is designed In accordance with the 201a International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)Graphical pudln representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 16)Attic room checked for 1-1360 deflection. LOAD CASES) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pin Vert:1.2=-62,2-3=-62,3-4=-82.4-7=140,7-10=-140,10-11=-82,11-12=-62,12-13=-62.18-19=-28,17.18=-68,16-17=-88.15-16=68,14-15=-28.6.8=-20 WARNING-Varlty design pammaten and READ NOTES ON THIS AND INV UOED MITEK REFERENCE PAGE 1111.7473 rev.11212023 BEFORE USE. i e:Design vatidforuse ordywith WTokftomacton.Thisdesign isa wn iled only upon parameters sho ,ands for an individual bulgingcomponent,not MTek I truss system.Before uss.Me building dssignar roust verify th0 applicability of design paremsters and property incorporate this design into"overall bulldog design.Bracing Indlcsled la to pavant buckling of IndividuN W ss wrD andror Nonf members any.Additional Temporary and parmanent bracing is shays required for stability and to prevent collapse with possible personal Injury and pproropalny demo s.For ppeamnI guidsnea rogardin I the. 16023 Sv&*tey Ridge Rd. fabrication,storage,delivery,creation and bracing of trusses and tons systems,sea pal I QutlPty Crtierla and BSB,t2 wattebla hem Truss Plate Institute(www.tonst.org) Chesterfield,MO 63017 and SCSI Building Component SHaty information aaitable from the Structural Building Component Association(www.sbescomponente.eem) 314.434,12001 MfTek-US.can Job Truss Truss Type Qy Ply Moore Residence T34293579 J24040011R R01 ROOF TRUSS 13 1 Job Reference(optional) Triangle Building Products, Medford,NY-11763. 8.630 s Jun 17 2024 MITek Industries.Inc.Wed Jun 26 18:34:48 20N Pape 3 1 D:FcOloR9AdAJ NWVkpOspObzJy01-RtC?PsB7OHg3NSg PgnL8w3ulTXbGK WrCDoi7J4zJC?f LOAD CASE(S) Uniform Loads(plp Vert:1.2=4.2.3-12,3-4=-22,4.7=8,7-10=2,10.11=-45.11.12=.35,12.13=-30,18.19=-14,17-18=-34.16.17=-34,15-16=34,14-15=-14,6-8=-10 Harz:1-2--13.2-4=-8.4-7=-12.7-10=22,10.12=-15,12.13=-10,2-19=-7,12.14=-21 Concentrated Loads(lb) Vert*23-52 24=-52 14)Dead+0.6 MWFRS 1Nind(Pas.Internal)l at Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert 1.2=14,2.3=19,3.4=13,4-7=19,7-10-5,10-11=4,11-12=5,12.13=1,18-19-6,17-18=48,16.17-18,15.16=-18,14-15=-6,6-8=-8 Harz:1-2=-26,2.4=-31,4-7-31,7.10=17,10-12=17,12-13=13,2-19=11,12-14=15 Concentrated Loads(lb) Vert:23-52 24-52 15)Dead+0.6 MWFRS Wind(Pas.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1.2=1,2-3=5,3.4=-1,4-7=5,7.10=19.10.11=13.11.12=19.12-13=14,18.19=-6,17-18=-18,16-17=18,15-16=-18,14-15=-6,6-8-6 Harz:1-2=-13,2.4=-17,4-7--17,7-10=31,10-12=31,12-13=26,2-19=-15,12-14-11 Concentrated Loads(Ib) Vert:23=52 24=-52 16)Dead+0.6 MWFRS Wind(Pas.Internal)3rd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=5,2-3=9.34=3,4-7=9,7-10=2,10.11-4,11-12=2,12.13-3,18-19=-6,17-18=-18,16-17=-18,15-18=-18.14-15=-8,6-8=-6 Harz:1-2=-17.2-4=-21,4-7-21,7-10=14,10-12=14,12-13=9,2-19=5,12-14=12 Concentrated Loads(lb) Vert 23=-52 24=-52 17)Dead+0.6 MWFRS Wind(Pas.Internal)4th Parallel:Lumber Increase-1.60,Plate Increase=1.60 Uniform Loads(pit) Vert 1-2-3.2.3=2,3.4=4,4.7=2,7.10=9.10-11=3,11.12=9,12.13=5,18-19=-6,17.18-18,16-17=-18.15-16=-18,14-15=-6,6-8-6 Harz:1.2=-9,2-41 -14,4-7=-14,7-10=21,1D-12=21,12-13=17,2-19=-12,12-W-5 Concentrated Loads(lb) Vert:23=-52 24=-52 18)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) Vert:1-2=6,2-3-2,34=-8,4-7=2,7-10=-11.10-11-21,11-12-11,12-13-7,18.19=-14,17-18=-34,16.17=-34,15-16=34,14-15=-14,6-8=-10 Harz:1-2-26.2-4=-22,4-7-22,740=9,10.12=9,12-13=13,2-19=19,12.14=6 Concentrated Loads(lb) Vert:23-52 24=-52 19)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1,60,Plate Increaseol.60 Uniform Loads(plQ Vert:1-2=-7,2.3=-11,3.4=-21,4-7=-11,7.10=2,10.11e-8,11-12=2,12.13=6,18-19=-14,17.18-34,16.17=-34,15.16=-34,14-15=-14,6.8=-10 Harz:i-2=-13,2.4=-9,47=-9,7-10=22,10-12=22,12-13-26,2-19=-6,12.14=-19 Concentrated Loads(Ib) Vert:23-52 24=-52 20)Dead+Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-2=-120,2.4=-20,4.7-20,7-10n-20,10.12-20,12-13=-120.18-19=-14,17-18--34,16-17=-34,15.16=-34,14.15=44 Concentrated Loads(Ib) Vert:23-52 24cr-52 21)Dead+Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:1-2=-20,2-3-20,3-4=-30,4-7-20,7-10=-20,10-11=-30,11-12z-20,12.13-20,18-19-14,17.18=-114,16-17-114 ,15.16=-ll4.14-15=-14,6.8=-10 Concentrated Loads(Ib) Vert:23=-52 24=-52 22)Dead+Snow(Unbai,Left):Lumber Increase=1,15,Plate Increase=1.15 Uniform Loads(plo Veil:1-2=-31,2-3=41,3.4-41,4-6-70,6-7=-102,7-10=-35.10.11-33,11-12-23,12-13=-23,18-19-14,17-18=-34, 16-17=-34,15.16=-34,14-15-14,6-8--10 Concentrated Loads(Ib) Vert:23=-52 24=-52 23)Dead+Snow(Unbal.Right):Lumber Increase-1.15,Plate Increase=1.15 Uniform Loads(pil) Vert:1-2=-23,2-3=-23.3-4=-33.4-7=45,7-8=402,8-10--70.10-11=-41,11-12--31,12-13=-31,18-19-14,17-18=-34, 16-17u-34,15-16=-34,14-15=-14.6.8=10 Concentrated Loads(Ib) Vert:23-52 24=-52 24)Dead:Lumber Increase=1.00,Plate Increase=1,00 Uniform Loads(plc Vert:1-2=-20,2-3y-20.3-4=40,4-7=-20,7-10=40,10-11=-30,11-12=-20,12-13=-20,18-19-14,17-18=-114,16-17=-114 ,15-18=-114,1415=-14,6.6=-10 Concentrated Loads(lb) Vert:23--52 24-52 25)Dead+0.76 Snow(bal.)+0.75 AtBc Floor+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Incre2se=1.60 ®WARNING-Wrlrydasign parvaWara and READ NOTES ON This AND INCLUDED MREK REFERENCE PAGE Mh-7473 rev.11212023 BEFORE USE.Design valid for use only with MToW connsdors.This design is based oNy upon parameters therm,and is for an Individual binding cortlponanL not MiTek" a trust syslem Before use,are building designer must vo*the applicability of design pararnelers and property incorporate this design into me overall building design.Bracing Indicated Is l0 prevent buckling of individual truss ab ondrar chard member only.Additional temporary end ptrtnanent bracing Is&"a requked far stability and to prevent collapse with potsibie personal injury and pproroppeerrt%ydame a.Forgenerl apuidante regarding vie 16023 Swingley Ridge Rd. fabrication,storage,delivery.erection and bracing of trusses and truss systams,at ANa1RPN Qualc Cdteda and DSB.M available from Truss Plate Imtduts(wvw.tpinslorg) ChesterfioK MO 63017 and BCSt Building Component Sooty intermaaon avif able from the Structural BwKaV Component Association(www.ebeswmponenls.wm) 314.434,12001 MTek-US.com Job FrOos s 1TruSSTye p Oty JPy IMooe Resldencm T34293579 J24040011R ROOF TRUSS Ot 1 13 Job Reference(optional) Triangle Building Products, Medford,NY-11763, 8.630 s Jun 17 2024 MTek Industries,Ino.Wed Jun 26 18:34:48 2024 Page 4 ID:FcOloR9AdAJMzlVkpOspObzJy01-RIC7Ps B7OHg3NSg PgnL8w3u ITXbG K WrCDoi 7J4zJC 7f LOAD CASE(S) Uniform Loads(plf) Vert.1-2=-36,24=49,3-4=49,4-7=-41,7-10=49.10-11=32,11.12=-22,12-13=-19,18-19=-14.17-18=-94.16-17=-94.15-16=-94,14-15=-14.6.8=-10 Horz:1-2=8,2-4=11.4.7=-16,7.10=9,10.12=6,12-13=9.2-19=16,12-14=6 Concentrated Loads 41b) Vert:23=-52 24=-52 26)Dead+0.75 Snow(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Ind)Right):Lumber Increasea1.60,Plate Increasee1.60 Uniform Loads(pif) Vert:1-2=19,2-3=-22,3-4=32,4-7=-49,7-10=-4i„10-11=-49,11-12=39,12-13=-36,18-19=14,17-18=94,18.17=94,15-16=94,14-15=-14,6-8=-10 Harz:1-2=-9,2.4=•6,4.7=-9,7.10=16,10-12=11.12-13=8,2-19=-6,12-14=-16 Concentrated Loads Qb) Vert:23=-52 24=•52 27)Dead+0.75 Snow(bal.)+0,75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)13t Parallel):Lumber Increaseal,60,Plate Increase=1.60 Uniform Loads(plo Vert:1-2=-8,2-3-12,3.4=-22,4-7=-41,7-10=-51,10-11=-32,il-12=-22,12-13=18,18-i9=-14,17-18=-94,16.17=-94,15-18=-94,14-15=44,6-8=-10 Harz:1-2=-20,2.4®-16.4-7=-16,7-10-6.10.12=6,12-i3=10,2-19=16.12-14=5 Concentrated Loads(lb) Vert:23=-52 24=-52 28)Dead+0.75 Snow(bal,)+0.75 Attie Floor+0.75(0,6 MWFRS Wind(Neg,lnt)2nd Parallel):Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(plQ Vert:1-2=-18,2-3=-22,S 4=-32,4-7=-51,7•10=-41,10-11=-22,11-12=-12,12.13=-8,18 19=-14,17.18=94,16 17=-94,15 18=-94,14.15=-14,6 8=-10 Herz:1-2=-10,2.4a-6,4.7=-6,7.10=16,10.12=16,12-13=20,2-19-5,12-14=-15 Concentrated Loads(lb) Vert:23-52 24=-52 29)Dead+0.75 Roof Live(ball+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg,Int)Left):Lumber Increaseal,60.Plate Increase=1,60 Uniform Loads(pld) Vert:1-2=-65,2-3=-69,3.4=-79,4-7-41.7-10=49.10-11-61.11-12=51.12-13-48,18-19=-14,17-18=44,16-17=94,15-16n-94,14.15=114,6-8=-10 Harz:1-2=8,2-4=11,4-7=-16,7.10=9,10-12=6,12.13=9,2-19=16,12-14=6 Concentrated Loads(Ib) Vert:23=-52 24=-52 30)Dead+0.75 Roof Live(bal,)+0.75 Affle Floor+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increasea1,60,Plate Increase=1,60 Uniform Loads(plf) Vert:1-2=48,2-3=-51,3.4=-61.4-7=-49,7-10=41,110-11=-79,11-12=69,12-13=-65,18-19=-14,17-18=-94,16.17=-94,15-16=-94,14-15=-14,6.8=-10 Hors:1-2=-9,2.4=6,4.7=-9.7-10=16,10-12=11,12-13=-S,2-19=-6,12-14=-16 Concentrated Loads(lb) Vert:23=52 24=52 31)Dead+0.75 Roof Live(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS VWnd(Neg,Int)1st Parallel):Lumber Increaseal.60,Plate Increase=1,60 Uniform Loads(pti) Vert:1-2--38,2-3=-41;3.4=-51,4-7=-41,7-10=-51,10.11=-61,11-12=-51,12.13=48,18.19=-14.17-18=-94,16-17=-94,16-16=44,14-15=44,6-8=•10 Harz:1-2-20,2-4-16,44=46,7-10=6,10.12=6,12-13=10,2-19=15,12.14=5 Concentrated Loads(lb) Vert:23=-52 24=-52 32)Dead+0.75 Roof Live(bal.)+0.75 Attic Floor+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel}:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plo Vert:1.2=48,2-3=-51,3-4--61,4-7=-51,7-10=-41,10-11=-51,11-12=41,12-13=-38,18 19=-14,17.10=-94,i8.17=-94,16-16 -94,14-15=44,6.8=-10 Horz:1-2=-10,2-4=-6,4-7=-6,7-10=18.10.12=16,12-13=20,2-i9=5,12-14=-16 Concentrated Loads jib) Vert:23=-52 24-52 33)Dead+0.6 C-C Wind Min.Down:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plo Vert:1.2.4,2.3=-28,3-4=-34,4-7=-28,7.10=-28,10-11=•34,11.12=-28,12-13=4,18-19=-6,17-18=-18,16-17=18. 15-16=1 S.14-15=-6,6-8-6 Harz:1-2=-16,2-4=16,4-7=16,7-10=16,10.12=-16,12-13a16.2-19=16,12.14=16 Concentrated Loads(lb) Vert:23=-52 24v-52 34)Dead+0.6 C-C Wind Man.Upward:Lumber Increaseml.60.Plate Increase=1.60 Uniform Loads(plp Vert:1-2=4,2-4=4,4-7=4,7-10=4,10.12=4,12-13=4,18 19=�,17-18=18,16.17-18,16.16a-18,14.15=-6 Harz:1-2--16,2-4=-16,4-7=16,7-10=i6,1D•12=16,12-13=16.2.1906,12-14=16 Concentrated Loads(lb) Vert:23=-52 24=52 35)3rd Dead+0,75 Snow(Unbal.Left)+0.75 AWC;Floor:Lumber Increase=1.15,Plate lncrease=1.15 Uniform Loads(plf) Vert:1-2=-65,2-3=-65,3.4=-75,4-7--31,7-26=-57,10-26a-94,10.11=-32,11-12=.22,12.13=.22,18-19=-14,17-18=-94, 16-17=-94,16.16=-94,14-15=14,6.8=10 Concentrated Loads(lb) Vert:23=-52 24=-52 36)4th Dead+0.75 Snow(Unbal.Left)+0,75 Attic Floor:Lumber rncrease=1.15,Plate Increase--1.15 Uniform Loads(plo Vert:1-2=-22.2-3=-22,3.4=-32.4-6=•58,6-7=42,7.10-31,10.11-32,11-12=-22,12.13=-22,18-19=-14,17-18=94, 16-17=-94,15.18=-94,14-15=14,6.8=-10 Concentrated Loads(lb) Vert:23=-52 24=-52 37)Sth Dead+0.75 Snow(Unbal.Left)+0.75 Attic Floor Lumber Increase-1.15;Plate Increase-1.15 ontingag an noun 6 WARNWO.Verity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mll-7473 raw.tt212023 BEFORE VSE. M!"Fek" Design valid far use only with AaiTsk@ eormscu rs.This design is based only upon parameters sham.and is for an rndividuat budding component,not a bun system.Before use.the buiding designer must vedfy lire applicability of dsslgo peramslera and property incorporate into design Into die overall budding design,Bracing Indicated[at*prevent bucking of individual truss web mWer dtard members only_Additional temporary and permanent brand is allays ropured for stability and to prevent c$l sg se with posWe persond injury and property dams fa,For general guidance mgsrdW the 16023 S*Mgloy Ridge Rd, _ laabtkation,storage,delivery,emotion and bracing of trusses and truss systems,ace ANSIrTP I QuelPry Criteria and 39-22 available eon Trust Fula institute(www.tpinst.org) Chesterfield.MO 63017 and BCSI Bu6ding Component Sahty IMormaeon ayslteble from the Structural Building Component Association twww.sbcscomponants.com) 314.434j20O r MTsk,US.wm Job Truss Truss Type wry I Ply Moore Residence T31293579 J24040011R R01 ROOF TRUSS 13 1 Job Reference(optional) Triangle Building Products, Medford,NY-11763, 8.630 s Jun 17 2024 MTek Industries.Inc. Wed Jun 2618:34:48 2024 Pape 5 ID:FcOlaROAdAJMz IVkpOWbzJy01-RfC7PsB70Hg3NSgPgnL8w3uITXbGK WrCDo17J4zJC7f LOAD CASE(S) Uniform Loads(pin Veit.1-2=-71,2-3=-71,3-4-81,4-7--31,7-10=-31,10-11-32,11.12=•22.12-13=22,18-19=•14,17-18=-94,18-17=-94,15.16=-94,14-15=-14.6.8-10 Concentrated Loads(lb) Vert:23=-52 24=-52 38)81h Dead+0,73 Snow(Unbel.Right)+0,75 Attic Floor:Lumber Increase=1.15,Plate Increase-1,15 Uniform Loads(pin Vert:1-2=-22,2-3=-22,3-4=-32,4-21=-94,7-21=58,7-10=-31.10-11=75.11-12=-65,12-13=-65,18-19=-14,17-18=-94,16.17--94,15-16=-94,14-15=-14, 6-8=10 Concentrated Loads(Ib) Vert:23-52 24=-52 39)7th Dead+0,75 Snow(Unbal,Right)+0.75 Attic Floor:Lumber Increase-1.15,Plate Increase=1,15 Uniform Loads(pin Vert:1-2-22,2-3=22,3-4=32,4-7=31,7-8-82.8-10=-58.10.11=-32.ll-12=-22,12-13=22,18-19=-14.17-18=-94.16-17=-94,15.16=-94,14-15-14,6-8=-10 Concentrated Loads(lb) Vert:23=-52 24=-52 40)Bill Dead+0.75 Snow(Unbal.Right)+0,75 Attic Floor:Lumber Inerease=1.15,Plate Increase-1,15 Uniform Leads(pin Vert:1-2a-22,2-3-22.3-4=-32,4-7-31,7-10a-31.10-11a-81.11-12=-71,12.13--71,1a-19a-14,17.18=-94,16-17=-94,15-16=-94,14-16=14,6.6=•10 Concentrated Loads(lb) Vert:23-52 24=-52 41)9th Dead+Snow(Unbal.Left):Lumber Increasee1.15,Plate Increase-1.15 Uniform Loads(pin Vert:1-2=-81.2-3=-81,3.4=-91,4-7=-35,7-26=-70,10.28=-119,10-11=-33,11-12=-23,12-13=23,18.19=-14,17-18=34,16-17=-34,15.16=-34,14-15=-14, 6-6 -10 Concentrated Loads(lb) Vert:23=-52 24=-52 42)10th Dead+$new(Unbal.Lest):Lumber Increasewl.16,Plate Increase■1.16 Uniform Loads(pl) Vert 1-2=23,2-3=-23.3.4=-33,4.6--70,6-7=-102,7-10=-35,10-11=-33,11-12=43.12.13=-23,18-19=-14,17.18 -34.16.17=.34,15-16=-34,14.15=.l4, 6-8-10 Concentrated Loads(lb) Vert 23=-52 24=-52 43)111h Dead+Snow(Unbal_Left):Lumber Inereaseo1.15.Plate incroase=1.15 Uniform Loads(pin Vert-1-2=88,2-3=-88,3.4=.98,4.7=-35,7.10-35,10-11=33,11-12-23,12-13=-23,18.19--14,17-18=•34,16.17=-34,15-16=-34,14.15=-14,6.8=-10 Concentrated Loads(lb) Vert:23=-52 24=-52 44j 12th Dead+Snow(Unbal,Right):Lumber Increase-1,15,Plate Increase=1.15 Uniform Loads(pin Vert:1-2=23,2-3=-23,3.4=-33,4-21=-119,7-21=-70,7-10=35,10.11=-91,11-12=-81,12-13=81,18.19=-14,17-18--34,18.17=34,15-16=-34,14-16--14, 6.8=-10 Concentrated Loads(lb) Vert:23=52 24=62 45)13th Dead+Snow(Unbal.Right):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads.(pin Vert:1.2=-23,2-3=-23,3.4=-33,4-7=36,7-8=-102,6-10=-70,10.11=-33,11-12=-23,12-13=23,18-19=14,17-18--34,16-17=-34,16-18=-34,14.15=-14, 8.8=-10 Concentrated Loads pb) Vert:23=-52 24--52 46)14th Dead+Snow(Unbal.Right):Lumber Increase-1.15.Plate Increase-1.15 Uniform Loads(pin Vert:1-2=-23,2-3=-23,3.4=-33,4.7=-35,7.10=-35,10-1'1=-98,11-12=-88,12.13-88,18-19=-14,17-18=-34,16.17=-34, 15-16=-34,14.15=14,6-8-10 Concentrated Loads(lb) Vert 23=-52 24=-52 47)1st Dead+Roof Llve(unbalanced):Lumber Increase=1.15,Plate Increase-1.15 Uniform Loads(pin Vert:1-2=40,2-3=-70,3-4=-80,4-7=-70,7-10=20,10-11--30,11-12=-20,12-13=20,18-19--14,17-18=-34,18-17=-34, 15.16=34,14.15-14.6-8=10 Concentrated Loads(lb) Vera:23=52 24=-52 46)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.15,Plate Increaseal.115 Uniform Loads(pin Vert:1-2--20,2-3=20,3-4=30,4-7=20,7-10-70,10-11-60,11-12=-70,12-13--70.18-19=-14,17-18=-34,16-17=-34, 15.16=-34,14-15=14,6.8-10 Concentrated Loads(lb) Vert:23-52 24=-52 49)3rd Dead+0.76 Roof Live(unbalanced)+0.75 Amic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pin Vert:1-2=58,2-3=-57,3-4=-67,4-7=-68,7-10=-20,10-11=-30,11-12=-20,12-13=-20,18-19=14,17-.18=94,16.17=-94, 15-16=94,14-15=-14,6-8=10 Concentrated Loads(lb) Von,23=-52 24=-62 50)4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor.Lumber Increase=1.15,Plate Increase=1.15 mi"M And an dame a WARNING-Verify design parameters and READ NOTES ON 7MIS AND INCLUDED N1TEK REFERENCE PAGE Ma•7473 rev.102r2023 BEFORE USE Oesign valid for use only with WOO connectors.This design is based only upon parameters shown,and is roc an Individual buldirg rmmponem,not MiTek" a truss syshln.Berm Use,the bulding designer must writ'line applicability of design parameters and propedy incorporate Ih1s design into the ewraH building dazign.Bracing indicated Is to prevent buddin of individual tows web andror chord members only.AdeiWital tamporary and pemunanl bracing is ahvays r"w"Al for stability end to prevent collapse with possible personal injury andffs pePr,damage,For octal guWna ngareing ffia 16023 Swingley Ridge Rd. rabid SCSI Building delivery, o npoonent at Safety 1Mormatl nnava7able Imm the Swot cal BuHdag Compon Ienl sodelton(Owww sbcswmpoaenls.mml»Plats Institute(waw.lpinslorg) 314.4341200?M Task-US.com Job Truss Truss Type city Ply I Moore Residence T34293579 J2404001IR R01 ROOFTRUSS 13 1 Job Reference o 6onal _ Triangle Building Products, _Medford.NY-11763, 8.630 s Jun 17 2024 Mi7ek Industries.Inc, Wed Jun 2618;34:48 2024 Pape 6 ID:FcOloR9AdAJMzlVkpOspObzJy01-R(C?PsB7OHg3NSgPgnL8w3u1TXbGKWtCDoi?J4ZJC?f LOAD CASES) Uniform Loads(piq Vert:1-2-20,2-3=-20,3.4=30.4-7=-20,7.10=-57,10.11=-68,11-12=-58,12.13=58,18-19=-14,17-18--94,16-17=-94,15.16=-94,14-15p-14,6.8n-10 Concentrated Loads(Ib) Vert:23=-52 24=-52 WARNING-Verify design paramount and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE M11•7473 rsv.112/2023 BEFORE USE- Design e valid for use only with M7oW cermeuors.This design is based only upon parameters shown,and Is for an Individual looking oompontnl,not MiTe k ■truss system.Before use,the budding designer must verily the appkebi ity of design poromews and properly ineegarats this design Into the avers11 building design.Bracing indicated is to prevent buWng of ind"al truss web orwor Chord members only, Additional lomporary and permanent braang is always"Wed for stab l ly and to prevent caspee with possibis personal Injury and gqooppeertrtyy damagpee For gpeeneral guidance regarding the 16023 swingley Ridge Rd fabrication,storage,delivery,erection and tracing of trustee and trues systems,see Af48tRP11 QuNHy Crlurii and 888.22 avaiude hem Truss Plate Institute(twwv.lyinst.org) Chesterfield,MO 63017 and SCSI Building Component Safety Information 314.434,12001 WMA-US.eom Job I Truss JTrussType ally Ply Moore Residence T34283580 J2404001IR R02 ROOFTRUSS 8 2 Job Relerenoa o atonal Triangle Building Products, Medford,NY-11763. 8.630 a Jun 17 2024 MITak Industries,Inc.Wed Jun 26 18:34:49 2024 Page 1 ID:Fc01oR9AdAJMzMkpOspObzJy01-RfC4P887OHg3NSgPgnL8w3u ITXb GK WrCDo17J4zJC7f 1 2 0 2 10-1 t 4-3-14 11 11 24i•0 r2.2 S1.15 51-15 10.3.14 •2-2 2{r0 11 3.80 FI2 axe= Scale=1:78.3 45-• 22 23 44x9� 6 21 244x68 4 6-ZZ-6x8� axe 10 20 3x8 II 22.00 12 7x8// 7x8\\ 3 4 11 n Us//2 23-0-0 5xe\\ 1 12 13;it E3 v a "' `" 19 18 ex10=8xt0=6910= 8x10= 702=7x12=7x12= 15 14 3x8 11 12x14 11 5x10= 12xl2 MT20H5= 12x14 tl 3x8 11 ex10= 7x12= 2 B-0 3 8 2 14-0-0 243-14 2589 28" , 103-14 1D-3.14 2- � Plate Offsets(X,Y)- 12:0.1-12,0.2.81,[3:0.1.12,0-S-01,(4:D-4-0,0.1-31,(5:0.2-14,0-2-41,(6:0-3.0,0.2-4(,[8.0.3.0,0.2-4),(9:0.2-14,0-2.4),[10:0-4-0,0.1-31,(11:0.1.12,0-S-0), 112:0-1-12,0-2-81,115:0-9-12,0-3-01,118:0-9-12.0-3-01 LOADING (psf) SPACING- 44.0 CSI. DEFL. In (too) Won Ud PLATES GRIP TCLL(cool) 25.0 Plate Grip DOL 1.15 TO 0.61 Vert(LL) -0.56 16-18 >591 240 MT20 1971144 Snow(Ps." 5.4/2 Lumber DOL 1.15 Be '0.90 Vert{CT) -0.76 Iry-IS >434 180 MT20HS 1871143 TCDL 10.0.0 7.0 -0.Rep Stress Incr NO WB 0.63 Hom(CT) 0.07 14 fire n/a BCDL BCLL .0 ' Code ISC2018/1P12014 Matrix-MSH Antic 47 15-le 592 360 Weight:739 lb FT=20% LUMBER. BRACING- TOP CHORD 2x8 SP 240OF 2.0E TOP CHORD 2-0.0 cc pudins(6.0.0 max.), except end verticals BOT CHORD 2x12 SP 240OF 2.0E (Switched from sheeted:Spacing>2-8-0). WEBS 2x4 SPF Not'Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. 2-19,12-14,6-8:2x8 SPF N0.2 JOINTS 1 Brace at Jgs):4,7,10,2,12,20 OTHERS 2x6 SPF No,2 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS. (size) 19-0-5-8.14=0.5-6 Max Herz 19=469(LC 12) Max Grav 19=4146(LC 3),14=4146(LC 3) FORCES. (lb)-Max,Comp.IMax,Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-641010,3.4=-10611433,4-5=-15611269,5-e=-2341/398,8.7--2386/498, 7-8a-2386/497,8-9=-23411397,9-10-15441275.10-11=-10541437,11-12=-5405/0, 2-19-7083X1,12-14-7078/0 BOTCHORD 18-19=-391/479,15.18--4612115 WEBS 6.20-15801720,8-20=15SW720,3.1 8=014 4 62.2-18=-8812664,11-15=Of4447, 12-15=-10012670,3.5=24321529,9.11=24391523 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x8-2 rows staggered at 0-9.0 cc,2x6-2 rows staggered at 0-9.0 cc. Bottom chords connected as follows;2xt2-2 rows staggered at 0-9-0 cc. Webs connected as follows:2x6-2 rows staggered at 0-"cc,20-1 row at 0.9.0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �G OF NE�/r ply connections have been provdad to distribute only loads noted as(F)or(8),unless otherwise Indicated. V 3)Unbalanced roof live loads have been considered for this design. MES 0,n 4)Wild:ASCE 7-16:Vul1=128mph(3•aecond gust)Vasd=101mph;TCDL=6.Opsf;BCDL=3.Opsf;h=15R:Cal.11;Exp B;Enclosed; �P �P 0. 9� MWFRS(envelope)gable and zone and C-C F-xterior(2E)-0.11-0 to 2-1-1,Exterior(2R)2.1-1 to 6-9-9.Interior(1)6-9-9 to 11-0.0, 1ky v Exlericr(2R)11-0.0 to 17-0.0.Interior(l)17-0-0 to 21-1-6.Exledor(2R)21-1-6 to 25-10-15.Exterior(2E)25-10.15 to 28-11-0 zone; cantilever left and right exposed;end vertical left and right exposed;C.0 for members and forces&MWFRS for reactions shown; 1^ C� cc Lumber DOL=1.60 plate grip DOLa1.60 1 W 5)"TCLL_ASCE 7-16:Pr-25.0 list(roof LL:Lum 0OLa1,15 Plate DOL=1.15);Pf=25,0 psf;Poe varies(5.4 psf Lum DOLol.15 Plate m 1 W DOL-1,15)see load cases;Is=1.0:Rough Cat B;Partially Exp.;Ce=1.0;Cs=0.22,1.00,1.00,0.22;Ct=1,00 Z 2 6)Roof design snow toad has been reduced to account for slope, 7)Unbalanced snow toads have been considered for this design, 097751 8)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times fret roof load of 25.0 psf on overhangs 06 V non-ooneurrent with other five loads. 9QFE8St 9)All plates are MT20 plates unless otherwise indicated, 10)This truss has been designed for a 10.0 pat bottom chord five load nonconcurrent with any other live loads. June 27,2024 WARNING.Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411.7473 rev,M2623 BEFORE USE MiTek' Dsfgm valid for we only with NUTakO wnntaen.This design is based cnty upon pamnstersww siri,and is for an Individual building component,not a truss system.Before use,the building designer must vedy the appkAbrity of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent budding of individust anus web andrm chord mamWrs only.AddiWriW temporary end pemtanent breWng Is ahvairs required for stability and to prevent oaup36 Wilt possitile personal injury and ppooppeerryy damepe,For genera➢ uidancs regarding the 16023 Svdngfay Ridges Rd latakation.storage,delivery•erectbn and braehp of Mass and fniss systems,sea ANaViFlt Gwtlry cdada and 8sB 22 avanabie from Truss Plate Institute(wi vr.lpiaitop) Chestettsld,MO 63017 and SCSI Building component easy Information avaltade from the Structural Building Componsnl Asmdrtbn(wvw.abcicomponanta.com) 314.434.12001 MTIlk•USAM Job Truss Truss Type Oty Pty Moore Residence T34293579 J24040011R R01 ROOFTRUSS 13 1 Job Reference optional Triangle Building Produels, Medford,NY-11763, 0.630 s Jun 17 2024 MITek Industries,Inc. Wed Jun 26 1834:48 2024 Page 1 I D:Fc610 R9AdAJ Mzl VkpOspObzJy01-R1C9PsB7OHg3N SgPgnL8w3uiTX bG KWrCDoi7J4zJ C7f 11 2�-0 _2 s-1a1 14." 24.3.14 ze-aa 2 11 11 2-0-0 -2-2 6-1.16 5-t-16 10.3.14 •2• 2ao 11 3.80 12 6xe= Scale=178.3 23 7 24 4X6 5 22 25 44x6 2 8 21 28 0e8 40_-exe S 6x8 5 9 10 20 3x6 11 22.00 12 7x8// 7x8\\ 3 V 11 6x8//2 23-0.0 6x8\\ 1 12 13 e d rr 19 18 8x10=8x10=8x10= 8X10= 7x12=702=7x12= 15 14 3X8 II 12x14 II axe= 1202 MT20HS= 12x14 11 3x8 II ex10 a 7x12= 26-0 3e-Z 14-0-0i 243-14 25 2a 2 6-0 5.2.7 10-3-14 103.14 -- 2 Plate Offsets(X,Y)- (2.0-1-12.0.2-a),[3:0-1.12.0-5-01,14:0-4-0,0-1.3],(5:0-2-14,0-2-41,16:0-3-0.0-2-41,[8:0-3-0.0.2.41.[9:0-2-14.0-2-4],(10:0.4.0,(1-1-31,[11:0-1.12.0.5.01, 12:0-1-12 0-2-8 15:0-9.12,0-3-0 17:0.4-0 0.0-8 18:0-9-12 0-3.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (foe) Udell L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.66 15-18 >591 240 MT20 19711" Snow(Ps1Pf) 5.4/25.0" Lumber DOL 1.15 BC 0.90 Vert(CT) -0.75 15-18 >440 160 MT20HS 187/143 TC 10.0 Rep Stress Incr YES WB 0.62 Hcrz(CT) 0.07 14 n1a n/a BCLL L 0.0 Code IBC20I8fTPI2014 Matrix-MSH Attic -0.47 15-18 592 360 Weight:360 lb FT=20% BCDL 7.0 LUMBER- BRACING- TOP CHORD 2X8 SP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 5-10-4 cc pudins, BOT CHORD 2x12 SP 240OF 2.0E except end verticals. WEBS 2x4 SPF No.2'Except* BOT CHORD Rigid ceiling directly applied or 3-0-9 cc bracing. 2.19,12-14,6.8:2x6 SPF No.2 JOINTS 1 Brace at Jt(s):20 OTHERS 2x8 SPF No.2 This truss requires both edges of the bottom chord be sheathed in the room area. REACTIONS. (size) 19=0-5-8,14=0.5-8 Max Horz 19=-234(LC 12) Max Grav 19=2125(LC 3),14=2125(LC 3) FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 260(lb)or less except when shown. TOP CHORD 2-3--275210.3-4=493/254,44=438/172,6-6=-12211149,6-7=13511107, 7-8=-1351/106,8-9=-12211148,9-10=7341175,10-11=4891257,11-12=-2749/0, 2-19--361510,12-14=-3612/0 BOT CHORD 15-18-011094 WEBS 6-20=4771474,9-20=677/474,3-16=0/2207,2-19=0/1388,11-15=012204,12-15=011391, 3.5=-13191161,9-11=-13231158 NOTES- 1)Unbalanced roof live loads have been considered for this design, 2)Wind;ASCE 7-16:Vuit=128mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL-3.0psf;h=15ft;Cat.II:Exp S;Enclosed: MWFRS(envelope)gable end zone;Cantilever left and right exposed;end vertical left and night exposed;Lumber DOL=1.60 plate grip 001-0.60 3)C-C wind load user defined, ! O� N�,�I Y 4)"TCLL:ASCE 7-16:Pr=25.0 psf(roof LL:Lum DOL=1.15 Plate DOL-1 ad AS);Pf-25.0 psf;Ps=wades(5.4 psf Lum DOL=1.16 Plate v �'V DOL-1.15)see load cases;Is=1.0;Rough Cat 8:Partially Exp.;Ce=1.0:Ca=0.22,1.00,1,00,0.22;Ct-1.00 Q� 5)Roof design snow load has been reduced to account for slope. 01 6)Unbalanced snow loads have been considered for this designs 7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times gat roof toad of 25.0 psf on overhangs * Z non-concurrent with other live loads, 8)All plates are MT20 plates unless otherwise indicated. ILI 9)This truss has been designed fare 10,0 psf bottom chord live load nonconcurrefd with any other live loads. m Z 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide 'y will fit between the bottom chord and any other members. 11)Ceiling dead load(5.0 psf)on member(s).3.4,10.11,6.20,B-20 O 097751 12)Bottom chord live bad(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.15.18 13)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI ROFESSlONP 1. June 27,2024 WARNING•Varlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE M11•7473 rev.112r2023 BEFORE USE.Design valid for use,only with We km eomectors.This deign is based wily upon parameters shown•and is for an indMdud Whiling rwmpononl,not MiTek" a truss system.Before use,the building designer must warty the applicabi*of design parameters and property incorporate(his design nto(ho overall building design.Bracing indicated Is to prevent bucUng or irAvidual truss wab andfor read members ccy.Additional temporary aW pemenenl brseblp Is always required for stability and to prevent coaspas with possible personal Injury art properly d"ils.For general ildence regarding the 10023 Wrigley Ridgo Rd. fabrication,storage,dsWM.erection and bracing of muses and W ss systems.see S 1 Quanty Crifarls ant 816-22 availabts from Truss Plate Institute(www.Ipinsl.org) Chaaudleld,MO 63017 and BCSIBuliding Component safaty(nfonnaeon available from the Structural Building component Association(wvAmsbescomponents.com) 314.434.1200+MfTek•US.corn Job TRM01' s Truss Type Ory Ply Moore Residence T34293579 J2404ODlIR ROOF TRUSS 13 1 Job Reference o tionai Triangle Building Products, Medford,NY-11763. 8.630 a Jun 17 2024 MTek Industries.Inc. Wed Jun 26 18:34:48 2024 Page 2 ID:Fe0loR9AdAJMzIVkpOspObzJy01-RfC7Ps87OHg3NSgPgnL8w 3ulTXbGKWrCOol7J4zJC7f NOTES- 14)Load case(s)1,2,3,4.5,6,7,8,9,10,11,12,13,14.16,16,17.18,19.20.21.22.23.24,25,26,27,28.29,30.31,32,33.34.35.36,37.38,39,40.41,42,43,44, 46,46,47,48,49,50 haslhave been modified.Building designer must review toads to verify that they are correct for the intended use of this truss. 15)Attic room checked for 11360 deflection. LOAD CASE(S) 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(piQ Vert:1-2=31,2-3=31,3-4=41.4-7=-70,7-10=-70,10.11=41,11-12=-31,12-13n•31.18-19=-14,17.18=-34,16.17-34,16-161.34,14.15e•14,6.8=•10 Concentrated Loads(lb) Vert:23=-52 24=-52 2)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plQ Vert:1.2=•70,2.3=•70,3.4=-80,4-7--70,7-10=70,10-11--80,11-12=-70,12-13=70,18-19=-14,17-18=-34,16-17=-34,15-16=-34,14.15=•14,6.8=-10 Concentrated Loads(lb) Vert:23=-52 24=-52 3)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.15.Plate Increase-1AS Uniform Loads(plQ Vert:1.2=48,2.3=-57,3.4=-67,4-7=48,7-10=-67,10.11=-66,11.12=-58,12-13-58,18.19=-14,17-18=-94,16-17=94,15-16=-94,14-15=14,6.6=-10 Concentrated Loads(lb) Vert:23=-52 24=52 4)Dead+0.75 Snow(balanced)+0.75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plQ Vert:1-2--28,2.3=-28,3-4=-38,4-7=-58,7-10=57,10.11=-38,11-12-28,12.13=28,18-19=•14,17-18=-94,18-17=-94,15 18=-94,14.15=•14,6-8=-10 Concentrated Loads(lb) Vert:23=-52 24=.52 5)Dead+0.75 Snow(Unbal.Left)+0,75 Attic Floor:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plQ Vert;1-2=-28,2.3-28,3.4=-38,4-6=-58,6.7=-82,7-10--31,10-11=•32,11-12=22,12-13=22,18-19=-14,17-18=-94,16.17--94,16-16=44,14-15=-14,6-8-10 Concentrated Loads 0b) Vert 23=-52 24-52 6)Dead+0.76 Snow(Unbal.Right)+0.75 Attic Floor.Lumber Increase=1.15,Plate Increase=1.15 Uniform loads(plQ Vert 1-2-22,2-3-22.3-4=-32,44=41,7-8=-82,8-10=48,10-11=-38,11.12=28,12-13=-28,16-19=-14,17.18=-94,16.17=-94,15-16--94,14-15=-14,6-8=-10 Concentrated Loads(lb) Vert:23-52 24=-52 7)Dead+Uninhabitable Attic Without Storage:Lumber Increase-1.25.Plate Increa3e=1.25 Uniform Loads(plQ Vert;1.2=-20,2.3=20,3.4--30,47=-20,7-10=-20,10.11=-30,11-12=-20,12.13a•20,18-19-34,17-18=-34,16.17=•34,16.16=-34,14-15=-34,6-8=-10 Concentrated Loads Ob) Vert 23=-52 24-52 8)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase-1.60,Plate Increase=1,60 Uniform Loads(plQ Vert 1-2=40,2.3=19,3.4=18,4-6=24,6-22-17,7-22=24,7-25=24,8-25=17,8-10=24,10.11=18.11-12=19.12-13=40.18-19=-6,17-18=-18,16-17-18.15-16=-18 ,14-15=6,6-8=4 Harz:1-2=52,2-3=41,3-4=36,4.6=-36.6-22=29,7-22-36,7-25.36,8.25.29,8-10=36,10-11=36,11-12=31,12-13=52,2.19=20,12-14=31 Concentrated Loads Qb) Vert;23=-52 24=-52 9)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(plQ Vert 1-2=-13,2-3=-32,3-4a-42.4-7m-32,7-10=-32.10.11=-42.11-12=-32,12-13=-13,18-19=-14.17-18-34.16.17=-34, 15.16=34,1415=-14,6.8=10 Harz:1-2=-7,2.4=12,4.7=12.7-10=-12,10.12=-12,12.13.7,2-19-29,12-14=23 Concentrated Loads(lb) Vert 23=-52 24=-52 10)Dead+0.6 MWFRS%Mnd(Pos_Internal)Left:Lumber increase-1.60,Plate Increase=11_60 Uniform Loads(plQ Vert;1-2=-8,2-3=18,34--24.4-7.19,7-10=9,10-i'l-1,11-12=5,12.13=1,18.19-6.17-18=-18,16-17=-10,15.16=-18, 14-15=-6,6-8=-6 Harz 1-2=-4.24=6,4-7=•31,7.10=21.10.12=17,12.13=13,2-19013.12-14a16 Concentrated Loads Ob) Vert:23=-52 24=-52 11)Dead+0.6 MWFRS Wind(Pos.Interne Right;Lumber Increase=1.60.Plate Increase=1.60 Uniform Loads(pin Vert:1-2.1.2-3=5.3-4u-1,4.7=9,740=19,10.11=-24,11.12=-18,12-13=-8,18.19-6.17.18=-18,16.17=-18,15.16=-18. 14-15=-6,6.8=•6 Harz:1-2=13,2-4=-17,4-7=-21,7-10=31,10-12=6.12-13-4.2-19=-16.12-14=13 Concentrated Loads(lb) Vert:23=42 20-52 12)Dead+0.6 MWFRS Wind(Neg.Internal)Left Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads 010 Vert:1-2=30,2-3=35,3.4=-45,4-7=2,7-10=-8,10.11=-22,11-12=•12,12.13=-7,18-19=-14,17.18=-34,16-17=•34, 15.16=-34,14.15=-14,6-8-10 Harz;1-2=10,2-4.15,4-7=22.7-10=12,10-12=8,12-13=13.2-19=21,12.14.7 Concentrated Loads(lb) Vert 23=-52 24=52 13)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 O WARNING-Vadty design parameters and READ NOTES ON THIS AND INCLUDED hUTEK REFERENCE PACE MII.7473 rev,1=027 BEFORE USE, Design valid for use only with MITskA connectors.This design is based only upon paramete t shown,and is for an individual bulling component.not M!Teko a truss system.Before use,the building designer must vady the applicability of design parameters and property Incorporate 04 design into the overall bus�g design,Bracing indicated is to prevent buckling of individuel W ss web andfor chord meman only.Additional temporary and permanent bracing Is always=imd for stability and to prevent collapse with possible personal in;ury and pope damagpee.Far gneral pukYna ngaNing la 16023 Svdngley Ridge Rd. fabrication.storage,delivery,erection and bracing of trustee and truss systems,no ANSUT01 Guain Cdterle and S&22 avaYabfe from Truss Plate institute(www.tpinst org) Chesterfield,MO 93017 and SCSI Building Component safety information available from ms Structural Building Component Association(www.sbcscamponems.am) 314.434.1200 1 MRek-US.com SEAL: ���prrurnurp FOUNDATION FIRST FLOOR +,,,���' �..... ., �. 5 cr Lu FfSSrOµA 36-9 1/2"�� 3'-5" 6-9 1/2" 37' 3'� 6' CS-WSP CS-WSP --------------------------------------------------------------- - - -•-- ---------------------- ------------------• --------------------------------------- 7-7 - - - -- - - - - - - - - - --- -- - --- - -- - - - --- - - - - - ---- - - v r ------ --- -- - - - Q TX 6 8"PREHUNG INSIDE WALL HEIGHT INSIDE WALL HEIGHT INSIDE WALL HEIGHT SINGLE DOOR(9 LITE) WITH SINGLE JACK STUDS Q AND(3)PLY 2X6 HEADERS Q Q Q RO IN STEM WALL MUST a Q I a Q � Q BE 3,5„ Q Q Q Q Q Q UP Cn Q Q Q Q O N N N F--,� O O O Q � \ \ \ Q Q Q Q Q W O \ N ! a NOTE. EXACT MEASUREMENTS NEEDED Q Q AFTER FOUNDATION IS COMPLETE Q I (RECORDED BY FOUNDATION CONTRACTOR IN a Q 38"WIDE STAIRWAY(MIN.10) MEASUREMENT BOXES AROUND PERIMETER). Q Q TREADS,MAX.FINIS E RISERS) Q WITH AN UNFINISHED WOOD Q NOTE: PLEASE DO NOT INSTALL J-BOLTS IN SAFETY RAILING Q Ln Q FOUNDATION UNLESS REQUIRED BY LOCAL °- a M Ll TOWNSHIP. Q Q N N rn 04 � Q r Q I U N i 1/2"X 8" SIMPSON TITEN HD SCREW U ANCHORS, 6' OC; MAX OF 12" FROM Q a Q Q CORNERS, DOORS, AND LARGE O Q Q Q WINDOWS; AT LEAST (2) BOLTS PER I O Z a a QI SILL SECTION Q ^� a Q a a �+ o ago ---------------------------- ----------------------------------------- - ---------- Q Fib rs� zn Q i O Q Q Q Q a CDa - U Q I �] a a Q ! w N Q Q 9'X T GARAGE DOOR WITH 9'X 7'GARAGE DOOR WITH 9'X T GARAGE DOOR WITH INSIDE WALL HEIGHT INSIDE WALL HEIGHT INSIDE WALL HEIGHT Q DOUBLE JACK STUDS AND(3) DOUBLE JACK STUDS AND(3) DOUBLE JACK STUDS AND(3) INSIDE WALL HEIGHT Q Q PLY 1 3/4"X 9 1/2"LVL BEAMS PLY 1 3/4"X 9 1/2"LVL BEAMS -` PLY 1 3/4"X 9 1/2"LVL BEAMS Q (2.1 E,3100 FB) I ( ) ( ) 2 1E,3100 FB 2 1E,3100 FB N STEM WALL MU Q ___ _____________________ ------------------------------------------------- -1------------------- - -- -- ------------------;--------------------�------- -- - - - - - - -- - - -- - -- - - - - M _______ _ ____ _ RO IN STEM WALL MUST BE 9'6" RO IN STEM WALL MUST BE 9'6" I 1 WSP SIMPSON HTT4 1� -----------------� CS-WSP CS-WSP CS-WSP - �I /� ----------------------- -- ® HOLD DOWN „r,rl OWN L ---------------------------------------------------------------— —— — `v n i " " " V O 4'-6" 9'-6" 4'-3" 9'-6" 4,_3„ 9'-6" 4'-6" 4-9 9 4-9 9 4-9 9 4-9 /w/ � o If PEN 46 46' a 4 o P Q I J -0 c SECOND 5LOOR/STORAGE SPACE cu PC N >, 46' 10, - 6' 14' 6' 10, THE FASTENING SCHEDULE TO BE IN ACCORDANCE Q 1'-9" WITH THE 2020 RESIDENTIAL CODE OF NEW YORK 1'_g" 1'-9" 2'-6" 2'-6" STATE,UNLESS OTHERWISE NOTED. THESE PLANS ARE ENGINEERED IN ACCORDANCE WITH � DATE: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. / -------------- -- 6 20 2023 ___ ____ ___- ---------- -------- -------- ---- 42 C / / r NC CUPOLA(CUPOLA STYLE-� ENGINEERED TRUSSES,2'OC _- NOT EXACTLY AS SHOWN) 7/16"OSB SHEATHING - RIDGE VENT ROOF UNDERLAYMENT 3'OF ICE AND SNOW SHIELD 0 EAVES ONLY WIND LOAD:128 MPH SCALE ARCHITECTURAL SHINGLES SNOW LOAD:25 PSF -,7_ 8/12 ROOF PITCH II 1 r 1�7- 2X6 RIDGE POLE 1/4 - 1 30' X 54"VINYL WINDOW �1�__L 30"X 54' VINYL WINDOW � r • 12 �(DOUBLE HUNG) (DOUBLE HU R TO _- __ OC -- - - - - - - - -- 1._ 2X4 RAFTERS,16,------------------------------------------------- � 30"FROM FLOOR TO �?`-------------- - - -- - - —- --- - 30' FROM FLOOR - -3.8 - � 8"OVERHANGS - - -- % BOTTOM OF WINDOW % 1� \� BOTTOM OF WINDOW I - 1X6 FACE BOARD 6' A-FRAME 6'A-FRAME SHEET. in DORMER j` DORMER /; U 04TE]it 11-]LI '' I 2X4 WALL FRAMING,16"OC SINGLE BOTTOM PLATE \\ Alml 22 DOUBLE TOP PLATES 7/16"LP SMARTSIDE PANEL SIDING WITH co BATTENS,8"OC ;� _ APPROVED AS NOTED l 3' SIMPSON H2.5T HURRICANE TIES N (V 12"NEERHANGS DATE•- BBY.P.� rVETD EAVE SOFFIT 1X6 FACE BOARD -- 38" VINYL OW ------------------ --- -------------------------------------------------------------- (DOLE HUNG N — 16"ENGINEERED I-JOISTS(40 PSF LIVE FEE 13'0n - --------------------------------------------------------------------------------------------------- TEMPERED GLASS)WITH 3�13 ` LOAD,10 PSF DEAD LOAD),INSTALLED PER II U SINGLE JACK STUDS AND MANUFACTURER'S REQUIREMENTS NOTIFY BUILDING DEPARTMENT AT (2)PLY 2X6 HEADERS 24"FROM FLOOR TO J 3/4"OSB T&G FLOORING 631-765-1802 8AM TO 4PM FOR THE BOTTOM OF WINDOW DNJ 2X6 WALL FRAMING,16"OC FOLLOWING INSPECTIONS: DOUBLE TOP PLATES 77/116'L P S ARTSIDE PANEL SIDING WITH FOUNDATION-TWO REOUIRED BATTENS,8"OC FOR POURED CONCRETE 1/2"X 8"SIMPSON TITEN HD SCREW ANCHORS, r _ 6 OC,WITH 2 1/2"X 2 1/2"X 1/4"WASHERS; ROUGH-FRAMING$PLUMBING %-� MAX.OF 12"FROM CORNERS,DOORS,AND LARGE WINDOWS;AT LEAST(2)BOLTS PER SILL SECTION INSULATION 2X6 BOTTOM PLATE FINAL-CONSTRUCTION MUST // \\, iA 2X6 PRESSURE TREATED SILL PLATE BE COMPLETE FOR C.O. 6 A-FRAME \ %� 6'A-FRAME `\\ �' ✓, COPPER TERMITE SHIELD DORMER `,\ DORMER �,\ �� = z .......... -- -- - K cMu STEM WALL, TALL REQUIREMENTS OF THE CODES OF NEW _ 4"3500 CRElE "THICK L ALL CONSTRUCTION WITH WIRE OR FIBER MESH IC 8" UCT10N SHALL MEET THE I , i I FILL MU WITH CONCRETE AND / WINDOW I L H CO CRE E VINYL W o°x 5a°vIN YORK TA NIB 3 K STATE. NOT RESPO S LE FOR �I'� 4"YCRUSH�EDVuSTONYE VONV�95 Y WINDOW ;4"VINYL \ ' '� V RT AL R 30"X 5 #4 IC EBAR 6'OC II / (DOUBLE HUNG) `�--------------------------- ------------------------------------------------------------ Ch COMPACTED FILL OR VIRGIN SOIL - d DESIGN OR CONSTRUCTION ERRORS ---------------- - - -li 30"FROM FLOOR TO I 8"T ICK CMU FOUNDATION WALL �_ (DOUBLE HUNG) -� --------------------------------------------------- 30"FROM FLOOR TO I' BOTTOM OF WINDOW __ _ (2)#4 REBAR LENGTHWI BOTTOM OF WINDOW 1 'X 8"CONCRETE FOUNDATION FLOOR MUST BE SLOPED A MINIMUM jj OF 1"FOR EVERY 12'OF RUN.STEM �i WALL AT MAIN GARAGE DOOR WALL {��COMPLY rnj H�"��LIL COD::S 0��`-�a LISTED TO REFLECT THIS SLOPE. ��°Et��YORK STATE&TDI' IWILL BE TALLER THAN WHAT IS N'CODES - - _____- __ ______________- _ - i TRUSS PLACAI?D°'r'G REQUIRED +�d ►���' IR�D I�JN�C'�':'tDT10�'�S 0'*' 1-911 C RETAIN STORM WATER RUNOFF 10' 6'— 14' 6' 10, PURSUANT TO CHIAPTER 236 OF THE TOWN CODE 46 load 1 - SEAL: ON - — - - - -- - _ - -- - — — — s I �I II_ _tIII I L. T 7 II II�.�rrI-_�--I.I.�___•_:III�II I_..--..�__1 1 T — I- -- ---I T - I_ iIi__�I•�'�iI��t',,-iiI I III IIIIIII.II .�. II I IIIIII II _II l'II I-'�I I�_�lII�I�I:III�I I'I:II I'�1f I�I/•II II I II(----�:��I I'�,''I.I�I;-;II�IIiI_-,._-�iIIIIII-i---�I'W�II I�IIIIIIII IIII I I II J.IIII iIIIIIIII'I.��'�.I'�II III III I�.IilIIII—'I I iIIIIII�I-�I'I'II I I�II IIIli II I I I ,IIIIIIII I III�II =zIIII II I:III T'III �II r.IiIiI I I�LIIIiI III �I�I `I �IiIIII!I III- I,�1IiIIII,I 1I I I I IIII. I -III II � I l\.IIIiI � ,iI�II . IIIIII _I �'IIl':iIIII.,:III II�I III - �_I_II,::iIII I.II I, � I �I II�'IIII IIIIII I a, � nr■��iLr�AW.����r�. .�...•aaqy,� �\ON• 5Ia•��O�c�O� L ��Cy\co DOOR STYLE NOT DOOR STYLE N� — OT DOOR STYLE NOT ONN.1�I T VO` / � lMM O\Q�NGON�,•-�f EXACTLY AS SHOWN -EXACTLY AS SHOWN EXACTLY AS SHOWN a����f�•S-, Q _i- -_ --, T ya ON Piz (D -- 4-A .�1 .' - N1� .V) [E- E] ®��� DATE: 6 20 20230 - 1_1 L J- SCALE: 1/4 If- 1' SHEET: A2mlIMAGE IS NOT TO IMAGE IS NOT TOW077142�;T'�' - - 1 I SCALE AND COLORS SCALE AND COLORS ARE EXAMPLES ONLY ARE EXAMPLES ONLY