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1716 Maritime Oak Dr single family home permit CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 ,,♦ _ INSPECTION PHONE LINE 247-5814 F SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 TOB INFORMATION: Job ID: 17-SFR-3176 Iob Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: $332,222.00 Issue Date: 2/21/2017 Expiration Date: 8/20/2017 PROPERTY ADDRESS: Address: 1716 MARITIME OAK DR RE Number: None GENERAL CONTRACTOR INFORMA71ON: Name: TOLL BROS.,INC Steven Russell Merten,CGC 1510225 Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $588.33 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,176.67 STATE DBPR SURCHARGE $17.65 STATE DCA SURCHARGE $17.65 SEWER SDC-SYSTEM DEV $4,050.00 F1� ' IS APPROVED ONLY IN ACCORDANCE WITH AL1, CITY OF ATLANTIC BEACH ORDINANCES AND THF. FLORIDA LDIIVG CODES. ?Ssur City of Atlantic Beach APPLICATION NUMBER d Building Department (To be assigned by the Building Department.) 800 Seminole Road j :r Atlantic Beach, Florida 32233-5445 17-SFR -317 to Phone(904)247-5826 - Fax(904)247-5845 2 p E-mail: building-dept@ccab.us Date routed: / J f 7 City web-site: hftp:/Nnvw.coab.us APPLICATION REVIEW AND TRACKING FORM � p f Property Address: 17 V l1 G � AR lY IM c- jql,� Department review required Yes o Buildin Applicant: �� (7L L OS � NC iflanning&Zonl Tree ra or Project: N 6w R t O�NC� FIRMRIPS Public Safety Fire Services ReM Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineer; Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: MApproved. ❑Denied. (Circle one.) Comments: UILDIN ��/� PLANNING&ZONING Reviewed by: / / ` Date: TREE ADMIN. Second Review: A roved as revised. ❑ PP ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach - APPLICATION NUMBER Building Department — (To be assigned by the Building Department.) 800 Seminole Road p / j Atlantic Beach, Florida 32233-5445 FEB 0 Biuii 17-SFR -317(0 ' Phone(904)247-5826 - Fax(904)247 E-mail: building-dept@wab.us gyDate routed: 3 1 City web-site: hdp:/Avww.coab.us ------ APPLICATIOgN REVIEW /AND TRACKING FORM Property Address: 1 7 1 G 1\A l Arg CT IMt� l lA-1*eN, nt review required Yes No Applicant: —7—c'L, �� P, OS I NL' . Zone ii""�� ' r4/or Project: New R& ( o tV lc ties tys Review,fee $ Dept Signature -per Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation - St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: LfdApproved. ❑Denied. pZ (Circle one.) Comments: 14 {�J#Wd 4wo J ,� BUILDING //� l�tY� PLANNING&ZONING Reviewed by: Date: C TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach e : APPLICATIOjBilding NUMBER ,o' er ,sr Building Department (To be assigned by the Department.) r 800 tic Beale Road -317 0 ° Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904) 2475845 E-mail: building-dept@wab.us ----- Date routed: 1 City web-site: hitp:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORM \ n *SeNices Property Address: 111C2 � V lARIYfMl /} nt review re uired YesNo Applicant: -(7t_C.. R C A-) Zomre orProject: NEur R _ t o ry rtiestyes Dept Signature,y Other Agency Review or Permit Required Review of Permit Verged or ReceiptB Data Florida Dept.of Environmental Protection Florida Dept.of Transportation _ St.Johns River Water Management District Army Carps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APP ATION STATUS FReviewingnt First Review: Approved. ❑Denied. Comments: // ///�/�G Reviewed by: N' P4l — Date: 2 (o 0- Second Review: []Approved as revised. ElDenled. 4UPLI WORKS Comments: TILI ES U -/ 7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/74/09 BUILDING PERMIT APPLICATION - CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 (�^ Office(904)247-5826 Fax(904)247-5845 3 ( 7G Job Address:1716 Maritf 02k Dries Atl C B FL32233Permit Number. �!J Legal Description Lot 116 AthatiQ11910h Comaftv Club Unit 2 67-132-01i 25-29 152 Rascal Valuation of Work S 332122 Proposed (heat sq S ,Ft P Xtooled 2,79] von-heatelfwoled 1,100 ClaasofWmk(el.l.ma,): Addition Alteration Repair Move Demelhion pooVm window/door Duofevetiug/ppropnosed structure(a)((drcie oae): Commercial Residential lfm, eliag etrasom,b.fotaprlakler lsetemimhlkd, (Cwd..ne): N/A FlmhsPoedoot Approve(# c c Formultipleproducts sere Proo approval form Describe in debil the type ofw,rk to be performed:New gmildomm,Coostaction Property Ownerinfo Name:TOLLFLV[LRdITF^o TarootSFDP Address:l60Cnoe MaA eau Cuy Ponm Vedm Slate ILZiP.�Q.&LPkone 909 21]-0]39 E-Mail orFss N(Optional)uogers®mllbrother¢.com 4o t t J f n DNTRAf"f(1 RES a=oeera(dtollbrothen.com Company Name.Toll Boa. Ix,Queh%Ing Agent,Steven R.M a,c Address: 160 Cape May Arson,City Perm yedn State FJ,Zip Ngg, Office Phone 904217-0739 Job SM?Confect Number 904 386:6472 Fmt# Stam Cenif 9' a/ltegiatration4 02 Amhitem Name B:Phone# gni rC i+rtturC� '+01-��1`�(S -S Illvl p Im BneS' PI Name A:Phons u (1yr 60 (!JnCQy IV 'oI gplJ�„ -Q ( -- FeeBimpleTineHolderNam�an�6 J 1 J Add e C Handing Compmy Nameand A Addrrss Mortgage Lender)4ame and Address '� Y � mu<l�Up .%IOMeMfoll vlwk lr Ymd°rlu wakaMlmhllarymrm/M[w<d lmnlfy Mluo wakw4u ollellan Am m°mexe6pl°rro Ne ��aw dy.m kUn nwdwl/hN�/mm<d ro mxr rM,landaMr uJNI/aw rcgu/m Ilan/ /M1u/urudk/bn RTl,perm4 G�°mn o;P'n[ama<a[<8."%"aamlme/aad Merr<Ip mmn"e"amin�,�l a`m.`<n'dam°e°[d'� t. wees aw•fine .o-�ema„ww m,Yankra4AlrConNlie,ua[4 &�/gm,WN[fPae15)F meet,,BWerc WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOe17R NOTICE OF COMMENCEMENT. Ik< ar an✓Y Mr/M1avelwEmW rwt ryye Www.F tit De m.rp'lM fth. derc°fn dr rRa lnq b.vueeMee�r:m/AIIMm'mn+a.l�,aMu /,tinea,pan 1, Mmp'un"..ala-all ting aemnxryon n{hiy<r/w�u,a°m�<d mnw.•/!�"<°°'<m pfre dw N°l.a.caz<Im[ Siglmtureof Owner 8ignnWreofCoa error Print Nem, to, Iai Print Nem. Befom me Before me 0 ti otmyP m omry , Revised 0116.10 A MS A C ISUFSErUAAN 1T • I +coMrO I'BN lFPo -ms r a relE A LIEDERMAN ¢ LXPIHES Sefna.bori02D17 I, /C MMI ' IC',:VPPcuSm%l5 1401 roti—� FiwNaNd;,rv<arvme[ ' [6PIfiE Il.nbr 1n 2017 IV.r1 H I IEJ FI Id N 5 — Iia., a R*� R.D.W.Permit Atmchment_of_ for R.O.W.Permit#_issued 2017 Atlantic Beach,FL 32233 Owner's Name: Toll FL VI,LP Property Address: 1716 Maritime Oak Drive Atlantic Beach,FL 32233 Subdivision: Atlantic Beech Country Club Lot#I Block#: 116 RE.#: 169505-1875 REVOCABLE ENCROACHMINT PERMIT T91S REVOCABLE ENCROACHNEM PERMIT,issued con this day of .20_,by Atlantic Beach,Florida,a municipal corporation organized and existing order the laws of the Stam ofFlorida,hereinatterrefenedto 0"CITY"and Toll FL VL LP of Atlantic Beacb,Florida,hereinafter oriental b as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to inter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Rightof-Way/Easement permit numbers noted above(copies e0sehed). This work is generally described ta: Pawses in the Right of Way for the dri Any facility maintained,repaired,emoted, and/or installed in the exercise of the privilege granted remains subject m relocation or removal on thirty(30)days notice by CITY to the USER,said notice to USER shall be given by certified mail,return receipt requested,to the following addoxec 160 Cane May Ave.Ponce Vedm FL 32081 The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed ofUSER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exereiae of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the abovedescribed property of the CfrY,the USER shall replan at the USEWs sole expanse, my and all material necessarily displaced during the action of matintaining,repairing, operating,replacing,or adding m of the utilities and facilities of the CfIY or franchise utility provider. The facilities allowed by the permit shell meet the cmreat requirements of the City Code,Building Codes,Lend Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7(h)which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other material%but most be replaced with smooth concrete left mtuml in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior m making any changes from the approved plant andfor method, most obtain written approval from the City of Atlantic Beach,Public Works Department, for said change. The USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days atter the day ofcompletion. This permit shall more to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall mat the terns and conditions of this permit and to all of the applicable Stare and CITY laws andfor specifications,to include militias locate requirements and use linditationshequirements of public rights-of-way and other public IoM. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER fimn any of the work herein under the terms of this pemrit and that all ofsaid I'bilities are hereby esslmted by th<USER DATED and SIG rs 27 . day of 7anoary ,2017. '.. By: ev Starten,Division Sc Vice President,To1IFL VI,LP. (robe signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 27th day of.. 2017,personally appeared before me,a Notary Public in and for said County and Sme sod.Florida .the property owner of 1716 Maritima Oak Drive.Atlantic Beach, Florida, known to me to be the person(-) described in and who executed the foregoing instrument;who acknowledged to me that he or she executed the sane finely and voluntarily and for the usesaulp csesthEreinmentioned. NotmyP said Countyand Smte z .f MELISSA LIEBERNt7AN { M1W COMMISSION eFFO50➢00 CITY ANTIC BEACH,FLORIDA,a EXmNES September 18.2017 municipal corporation: wmcnr-- 11--1u Nou,rysn,vmn.co,n i Approval: Doug Layton,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Lim,City Manages Page 2 of2 ,,I • ins"L�l�lr• CITY OF ATLANTIC BEACH PUBLIC UTILITIES U 1200 Sandpiper Lane _r r ATLANTIC BEACl3•FL 32233 -i ry` 't (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 0-6, — / 7 Project Address: / 7/4 VV P+ Z111w� r d 114:r Dr No. of Units:_�,Commercial_Residential V1 Multi-Family New Water Tap(s)&Meter(s) Meter Size(s)_AC. New irrigation MeterJ� Upgrade Existing Meter from to (size) New Reclaim Water Meter�SizeA New Connection to City Sewer V Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# LZ—_ F/z—.�/ 7fo -Water System Development Charge $ / L/0. Ud • Sewer System Development Charge $ O S • Water Meter Only $ /BS.cy) • Reclaim Meter Only $ /9S. UD Water Meter Tap $ (notes) Sewer Tap $ .Cross Connection $ 60, 00 Other $ TOTAL APPROVED: Savle Moore.PE (Deputyp"M-ctor or AvthorizedSiga e) ALL TAP REQUEST MUST BE APPROVED BY U7UTIES DEPARTMENT BEFORE FEES CANBEASSESSED NOTICE OF COMMENCEMENT Fed r Copy Stmeof: FLORIDA Tax Folio No. 169505-1875 Comely of: DUV LL - To Whom It May Concern: The urWmsiped hereby iabrme you Out improvemmta will be made re omaio mal property,eW N eccotdmrce wirh Section 713 of It Florida Smmtes,the foflowivg kA mmtion Is sterol In this NOTICE OF COMMENCEMENT. Lepel D.cripticnofpto,,rbbemgimpmved: Lm116Adeufi,,Boaoh Co ub rt fi - Ad ofpropmtybnmgim,moe l716WRTT1WOAKDR1VZAT1.ANT1CBEACH,M32Z35 Gamml destrprim of improvemum: NEWHOMECONSTRUCI3ON Omser.TOLLFLV1L% TEDPAR� Md.; 250GMRALTARRD, HORSHAM.PA1904 DNTm's mm.mmshe ofthe improvcmmt FEESIMPLE F«Simple TStlehoWm(ifothadm.own¢): Name: Conaacmo.. TOLLRROS_MG Address:l6o CAPE MAY AVE.PONTE VEDRA.PL 37081 Telephone No: 90-217-3851 Font No: 904-060-268; S ty(ifany) Address: Amoumofflond$ Telephone No: FUNo: Name and address of avy peon making a loon for the conmomfon of the mprovcm«tE N. M,lrtes: Phone No: FUN.: Name ofpmonw the Stamof Florid;mher flet hmmelf,desigomed by ovener upon whom tmtl«t or o8tm docummo may he served: Name: STEVE NERTEN,Diwm Sr Vin Paa'dw Add :169 WEMY AVE,PONTE VEDR 32081 Telephone No: 9o4-217-3852 Fix No: 90 60-2683 In addition m limulf, .wnm detigontro the Wetting persov to meows a copy of the Lima's Nati«u p ovidW in Semio. 713.06(2)(b).FlorWa Statues. (Fill in at O.Wo- .puov) N. Addtas: Telephone No: FUN.: Expinaon done ofNad«of Commeeeemmt(the«phavov dm:uorm(1)yem fro We damofrecadmg uNessadiffermtdamu THIS SPACE FOR RECORDER'S USE ONLY OWNER Sitped: Befc�e In 9 dVof M tls C�mtr�fStl A` MIGLISSA LIEBEF'r-gi4f! sone orA3matihar pmsmaly.pp mod s 4EMgc1FN Nosy Pobhcm Lmgc.$m ofFiwida,C.mdy at$T.IOIRIS. [ AIY COMMISSION#FF055605 My«m.uanonmmir¢: S O . .ane; EXPIRES September 18.2017 Perso�mlly Known: « hoduad Wmtifimdom46 (407).98Y0$53 FbrMaNaeryS^rvlce.mm Doc g 2017033554,OR BK 17874 Page 2l) 7, Number Pages:1 Recorded 001DI2017 at 01:09 PM. Rmnle FnsatO CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$1000 V � L 3 r tJ 0 b W J Q N A W N W O\ N A W N r '> on 6 c ga . wn o 6 w a sp o R o A W o d e y o o d aTa r £ e G m m ? ^ 'o w ^mn yf ^� o N Pf y EPE + + N U z z 5n9 n ^ S � o r r r r r a NO N A N �p 'yNj J Pte" 'tl w R y Y Q Po q rr ry N J b " 3 mz � » 2 / [ § \ ( + ( ( ( ( ) \ kE 2 ! a ! ■ ERE . 9 �> ! � „ ! ; ! . \ ! } % r = ! ! . ! %% / ( ! !} ! K ! ( # ! ! ! ` ! ` / 4 ! ; > > > e t 41 _ Iff !2E I ! { § m0 f \ ( r § £ y | I ( ( f - F , ! _ ■ } ( \ } (\ { � [ ! [ 7 ! k \ rp) } ! \ \ / } / 7 2 ! ! ® � ( \ 0 _ } ) # . } � � ! FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation -Residential Performance Method I Proled Name: Cumberland 2797 Right NE Bulkier Name: Toll Brothers,Inc. Street: Lot 116 Atlantic Beach permit Office: Atlantic Beech I City,State,Zip: Atlantic Beech,FL, Penult Number. Owner. Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zeno 2) 1. New construction or existing New(From Plans) 9. Wall Types(3456.5 sgft.) Insulation Area a.From-Wood,Exterior R=19.0 3263.00 ft' 2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=13.0 193.50W 3. Number of units,If multiple family i c.WA R= A- 4. Number of Ballrooms 4 d.N/A R- ft' 10.Ceiling Types(2189.0 sgft.) Insulation Area 5. Is this a worst Mae? No a.Under Attic(Vented) R=38.0 1649.00 ft' 6. Conditioned floor area above grade(ft') 2797 b.Under Attic(Vented) R=19.0 340A0 ft' i 112 Condmoneanocr area below grade QF) 0 e.WA R R fl't Duds 7. Windows(331.0 sail.) Description Area e.Sup:AItiF Rat:ABIF AH:2nd floor B 328.9 a. U-Fedor. DW.U=0.33 - 331.001? - SHGC: SHGC-=0.313 b. UFactor. WA g• 12.Coding systems katu4u Efficiency e.Central Unit 42.0 SEER:14.00 SHGC: c. U-Fader N/A IP SHGC: 13.Heating systems kBtuthr Effidency d. U-Fedor. N/A ft' a.Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.439 fL Area Weighted Average SHGC: 0.300 14.Hot water systems a.Natural Gas Tankless 'Cap:I gallons 8. Floor Types (2797.0 sgft.) Insulation Area EF:0.800 a.Slab-On-Grade Edge Insulation RW.O 2189.00 IF b. Conservation features b.Floor Ovar0ther Spam R=0.0 458.001 IF c.other(see details) R- 160.00 fP 15.Credits Palet Glass/Floor Area: 0.118- Total Proposed Modified Loads: 62.45 _ 'PASS SS Total Baseline Loads: 73.60 I hereby certify that the plans and specifications covered by Review of the plans andOyVE STgp6, this calculation ere in compliance with the Florida Energy specifications covered by this ,y , a�e Off, Cade. calculation indicates compliance d u e with the Florida Energy Code. wuE ' r0 PREPARED BY: Before oonslNd6on IB compl6led prf DATE: I 1!4 T this building Will be Inspected for 5 compliance with Secllgn 553.8,06 I hereby celdfy that this building,as designsd,Is In compliance ' Florida Statuhm. with the Florida Ener y Co - - r+0 S4SN Q'4NER/AGE, T' BUll-PING OFFICIAL. DATE:- RATE: - • Gompliagoe re8ulres certification by the air handler unit manufacturer that the air handieroncloagre quallfteg as certifled factory4leeled In accordance with R464 2.1. -pompllancq requires an Air sorrier and Insulatidn InspacBon Checklist in e9card9nca With R402 41.1 g911 eq on., leakagq teat report In.accordance With R402.4,1•;. tZ2oao1812;2Q'PM EnergyGauge®USA-FleRe82014 Section R4o541 Complain Sollwan Page-foTS 74 1 FORM R406-2014 PTitleROJECT Address Type: Street Address BuildCumberland 2797 Right NE Bedrooms: 4 Lot; Building Type: User Conditionedtare : 2797 Owner. Toll Brothers,Inc. Total Case: 2 BIocN/SubDWision: p Worst Case: Na Steatak: Bulk Units: 1 Street Lot 178 Atlantic Beach r Bulkier Name: To118rothers,Inc. Rotate Angle: 0 Cross Ventilation: No County: Duval Permit tion: 261300Atlantic Beach City,Sfala,Zip: Atlantic Beall, Jurisdiction: 261300 Whole House Fan: No FL Family Type: Single-lamey N"/Existing: Near(From Plans) Comment: CLIMATE IECC Design Tamp Int Design Tamp Heating ;491 Design Location TMY Site Zane 97.5% 2.5% Winter Summer Degree Days I FL,Jacksarrviile FL_JACKSONVILLINT 2 32 93 70 75 1281 i BLOCKS i Number Name Area Volume i 1 Bbckt 2797 27362 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InOI ID Finished - Cooled Heated 1 Main 2189 21890 Yea 4 3 1 Yea Yes Yes 2 2nd Floor 600 5472 No 1 7 1 Yes Yes Yes FLOORS B FloorTpe Space Perimeter Perimeter R-Value Are. - JoistRValue Tile Wood Carpel 1 Slab-On-Grade Edge Inaulatla Main 198.88 0 21891P _ - 0 V _ 2FIoor Over Other Space 2nd Floor — -- 458 fi' D D 0 1 3 Floor over Garage 2nd Floor — — 150%' 19 0 0 1 ROOF Root Gable Roof Solar SA EmIR ,Emlll Lack -„P1411 Type MeleAala Area Area Color Abspr, Tented Tested IlPub (deg) -.:. :. 1 Gable of Short Composition shingles 2434 R' 480 R' Medium 0 8 N 0,9 No iATTIC M Type Vantllatlon Vert Ratio(1 Ind (free 99S IRAQ _ 1- Full shun Venled 3411) 2.339 R N N _ . �—. -_.. ... t 12!291201912:20 PM EnergyGauge�B USA-Flag@1)2074 SeGbn 84044.1 Compliant Software Paget of FO{2M 8405-2014 CEILING p Calling Typa Space R-Value Ins Type Area Framing Fmc Tress TYPO _ 1 Under AtBc(Vented) Main 38 Blown 13830' 0.11 Wood ✓ 2 Under Mile(Vented) 2nd Floor 30 Blown 46611 D.11 Mod 3 Under AOk(Vented) Main 19 Blown 19011 0.11 Mod 4 Under Aid.(Varied) 2nd Floor 19 Blown 142ft' 0.11 Wood WALLS Adaosat Cavity Width Height Sheathing Framing Soler Below #_pm TTM uv=ILTYP Spew a.Value-Ft-I F' I "•^a--.Values FE cOon-Absor_Gratle%- V 1 NE Exterior Frame-Wood Main 19 18 6 10 0 185.0 ft- 0 0.23 0.6 0 V 2 NE Exterior Frame-Wood 2nd Floor 19 40 0 9 0 360.0 ft- 0 0.23 0.6 0 1 V 3 NW Exterlor Frame-Wood Main 19 70 0 10 0 700.0 ft' 0 0.23 0.6 0 V 4 NW Exterior Frame-Wood 2nd Floor 19 31 0 9 0 279.00' 0 0.23 0.6 0 V-6 SW Extedor Frame-Wood Main 19 40 0 10 0 400.00' 0 0.23 0.5 0 V 6 SW Exterior Frame-Wood 2nd Floor 19 40 0 9 0 360.0 ft- 0 6.23 0.6 0 ✓ 7 BE Exterior Frame-Wood Main 19 70 0 10 0 700.00' 0 0.23 D.8 0 V// 8 BE Exterior Frame-Wood 2nd Floor 19 31 0 9 0 279.0W 0 0.23. 0.6 0 Y/9 NE Garage Frame-Wood Main 13 21 6 9 0 193.5 ft' 0 0.23 0.01 0 DOORS 0 Dart Door Type Space Storms U-Value Width In FHeighlln Area ✓ 1 NE Insulated Main None .54 3 - 6 '241N' ✓ 2 NE Wood Main None :39 - 2 8 8 21.3 ft' WINDOWS OdentatIon shown is the entered,proposed orientation. _ Wall Overhang . 0 Ornt ID Frame Pans NFRC U-Factor SHGC Area Depth Separation Int Shade -Screening -V 1 NE 1 Vinyl Low-E Double Yes 0.33 D.3 30.0 IF 7 ft O In 1 ft O in Drapeslblinda- Exterior 5 2 NW 3 VI"I Low-E Double Yes 0.33 0.3 30.0 P 1 ft in 1 ft 0 in DrapshllMs 1:ttador 5 V 3 NW 3 Vinyl Low-E Double Yes 0.33 0.3 4.0 ft' 184 in 1401n None ,"or V 4 SW 5 Vinyl Law-E Double Yes 0.33 0.3 30.Dft- ift41n 1ft01n _Dippeslbllnds EOellor8 V, 5 SW 5 Vinyl Low-E Double Yes 0.33 0.3 72.011 1011.410. 1ft0In None Extertor6 1/ 8 BE 7 Vinyl Low-E Double Yes 0,33 Q.B.: 160 ft' 150419 14QID Prepealbnndp "dW5 _ 7 BE 7 Vinyl Low-E Double Yes Q.33 Q.; 760M 1-4418 1-4P IQ NP98 Ext90or5 _ a SE 7 Vinyl Low-E Doublp yea ¢Q3 Q.Q IgPT 1P41n, . 14010 PrRp4elh 1004 9xte{Ipr5 9 NW 4 Vinyl Law-E Dobble Y04 PM QS 140%' )p4 fQ IftQIR Nap4a@9R4s E�tek5 V 10 SE 0 Vinyl Low-E Do9ple Yp4P,a7 0.3 45.P fN, 1 ft 91Q J Q➢19 N4Rp Fxt4A915, 1228801812:20 PM EnegyGeugeft)DSA-FlaRes2014 Section R405.4,0 Compliant Software Pega 3 pf5, - . _ _....___ . _.. . ._ FORM R405-2014 GARAGE # Floor Area Calling Area Exposed Wall Perimeter Avg.Wall Height. Exposed Wall Insulation 1 476 V475 IF 48ft 9i i INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 M.10hous0 Proposed ACH(M) .000311 22802 125.18 235.42 .2946 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts V 1 Electric Heat PUMP Split HSPF:8.2 36 kBlulhr 7 Sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Airflow SHR Black Ducts _ 1 Central Una Split SEER:14 42 kBtuMr 1260 cfm 0.7 1 Sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Con9bmAthm 1 Natural Gas Tankleea Exterior 0.8 1gal 609 gel 128 deg Nona SOLAR HOT WATER SYSTEM FSEC Collector ;;raga Carl # Company Name System Model III Collector Model III Area Volume 'FEF Nan. Nano �-- 'IF DUCTS / —Supply— —Relum-- AB CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool I Attic 6 328.9 it Attie 82.225 Default Leakage 2nd Floor (Default) (Default) I 12/28/201612:20 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of FORM R406-2014 TEMPERATURES I1 I] [` (rI ��X]� If Dec Hrogn9mablt[e%'7ThemoelefrX Feb IR( Mar 1f A r Calling Fans:f0( Jun JulIX� [X]AugAu9 Ix�Sep )X,Oct IX)Nov `x�Doc Venting llJan [ Feb )% Mar IX�AVr [ 1MaY { Jun Thermostat Schedule: HERS 2006 Reference Noura Schedule TYpa 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) PM 80 80 78 78 78 78 78 78 BB ]8 78 76 Cooling(YVEH) PM 78 78 78 78 78 78 78 78 78 7B 78 78 Heeling(WD) PM 68 68 68 68 8 68 68 68I'll 68 60 fib 66 Heeling(WEH) 68 PM 68 fib 68 68 68 68 86 68 68 6B 8 66 t I - I 12128=1612:20 PM ErotgyGauge®USA-FleRas2014 Section R405.4G Compliant Software Page 6 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods AndDDRESS: Id I lfi Atlontic Beach Permit Number: Atiac each,FL, IIpANDATORY REQUIREMENTS See individual code sections for full details. 9S 401.3 Energy Performance Leval(EPL)dbplay card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and cemfied by the builder to be accurate and correct before final approval of the building for occupancy.Florida taw [Section 553.9065,Florida Statism)requires the EPL display card to be Included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display cad contains information indicating the energy performance level and eMclericies of components Installed In a dwelling unit.The building official shall verify that the EPL display card completetl and signed by the builder accurately reflects the plans / and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found In Appendix C. yh' R402A Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage In accordance with the requirements of Sections R402.1 through R402.4.4. (� R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materiels shall allow for differential expansion and contraction. • R402.4Gt1 Installation. The components of the building thermal envelope as listed in Tattle R402.4.1.1 shall be Installed in accordance with the manufacturers inshuctlons and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the wile official,an approved third party shall Inspect all components and verify compliance. • 11402.4.1.2 Testlog. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones i and 2,and 3 air changes per hour in Climate Zones 3 through B.Testing shell be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascets).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code oHidal.Testing shall be performed al any time after creation of all penetrations of the building thermal envelope. During kstirmg: i 7.Exkdorwindows and risers,fireplace and clove dears such be closed,but not sealed,beyond the Intended tveatheretrlpping or - other Infiltration control measures; 2.Dampers Including exhaust,Intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond Intended Infiltration control measures; 3.Interior doors,If Installed at the ems of the test,shall be open; - 4.Extetlorrloom for continuous ventilation systems and heal recovery ventilators shall be closed and sealetl; 5.Heang and cooling systems,if Installed at the true of the test,shall be turned off,and 6.Supply and return registers,If Installed at the time of the test,shall be fully open. R402.4.2 Fireplaces.New wood-buming fireplaces shall have tight-ftling flue dampers and outdoor combustion air. R402A.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air Infiltration rete of no mare Nen 0.3 cfm per square foot(1.5 Us/m2),and swinging doom no more than 0.5 cfm per square fool(2.6 Ustm2),when tested according to NFRC 400 or AAMAWDMA/CSA 101 A.S.2/A440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. / Exceptlan: Site-bulftwindows,skylights and doors. JO R402AA Recessed Ilghling. Recessed luminaires installed In the building thermal envelope shall he sealed to limit air leakage between conditioned and unconditioned spews.AB recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested In scemdance with ASTM E 283 at a 1.57 pad(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior wall or coding covering. 8403.1.1 Thermostat provislon(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heal pump supplementary heat(Mandatory). Heat pumps having supplementary elech(o-malstance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heal pump compressor can meet the heating load. . 8403.23 Sealing tMandatory)AII ducts,air handlers,and filter boxes and building cavMes that form the prmary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be ccnshucted and sealed In accordance; with Sea.C403.2.7.2 of the Commercial Provisions of this coria and shall be shown to meet dud lightness crlteds by post-coustrucllon'. or mugh4n testing below. - .. Dud tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energyJafer certlfleE in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substandelly leak free"by';Ah,j of the falloyying; 1. Postconseudion lest:Total leakage shall be leas than cir equal to 4 dm(114 umin)per 100 square feel(9.29 rpt)of pogdgioped flour auto when tested ata pressuredifferential d 0.1 Inches w.q.(25 Pa)across the enflre system Ihlduding'tha in w"fa'gme.m all,handler enclosure.All regbter boats shall be taped or otherwise sealed during the test 2. Rough-in test Total leakage shell be less than or equal to 4 cfm(714 Umin)per 100 square toot(9.29 M2)of Sogdltloned quer area 5yhe9{paled re at a pressure diffenflal of 0,1 Inches w g.(25Pa)acmes Ne systmeIncluding the MormfeUNrer'e 9!r Aandlaff gridpeyrg,AU regb(ors ehgll be taped or otherelse sealed during the test.If the air handler le not Igpja0e4 at the Jima o(the(,pal,lot{l kah`age s aebp Ipaglgag N,A9aalip qfm 186 L/min)per 100 square feet(9.29 m2)of condMmwq floor areq., - Excepggne: 1. The total kekage test Is not required for dude and air hamfora located a dhill K.Mr,the p411i erry}ft9p l 2. Dud testing is not mandatory for buildings c6mplying by Section R405 of this code ""' :+•'.:.�:' I I 12/28/201812:20 PM EcergyGauge®USA-FlaRea2014 -Section 8405.4.1 Com Page i of 9 i FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities(Mandatory).Building framing cavities shall not be used as ducts or plenums. f� R403.3 Mechanical eyalem piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105-F(41-C) or hot.55'F 011-C)shall be Insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. R403.4.1 Circulating hot water systems(Mandatory). Circulating holwater systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when Me system Is not in use. R403.4.3 Heat laps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat Maps Installed on both the Inlets and outlets.External heat Maps shall consist of either a commercially available heat tap or a downward and upward bend of at least 3'A inches(89 mm)in the hat water distribution line and cold water line located as close as possible to the storage lank. R403.4.4 Water heater efficiencies(Mandatory). R403.4.4.1 Stange water heater temperature controls R403.4.4.1.1Aulomallccontrols. Service water heating systems shell be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the Intended use.The minimum temperature salting range shall be from 100'F to 140'F(38-C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provitletl to permit the power supplied to electric servlet systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bum6r(s) of combustion types of service water heating systems to be turned off. R403AA,2 Water heating equipment Water heading equipment Installed In asldenGel units shall meet the minimum efficiencies of Table C404.2 In Chapter of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment Metallec. Equipment used to provide healing functions as part of a combination system shall Satisfy all stated requirements for the appropriate water heating ratag rry. Solar water heaters shall met the criteria Section R403.4.4.2.1. - R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Canter Directory,of Certified Solar Systems.Solar collectors shall be tested In accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hol Water System and Component Teal Protocol,Collectors in intellect solar water heeling systems should meet the following criteria: - 1. Be Irud.led with atilt angle between 10 degrees and 40 degrees of Me horizontal;and 2. Be Metalled elan orientation within 45 degrees of true south. - R403.5 Mechanics)ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Cade,Residential or Florida Bulking Cede,Mechanical,as applicable,or with other approved means of ventilation. / Outdoor air Intakes and exhausts shall have automatic or gravity dampers Mat close when the ventilation system is not operating. rp R403.§Heagng and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment R403.6.1 Equipment sizing. Hearing and cooling equipment shall be sized In accordance with ACCA Manual S based on the _ equipment loads calculated In accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. based on building loads for the directional orientation of the building.The manufacturer and,"/.gdel mi ,baref the W toper and Indoor units(if split system)shall be submitted along with the sensible and tat waling iapacltlgs ai this design Gondltlans described In Section R302.1.This code does col a6ow tleslgner safely fa ora,provislanalor/ylyra ex he nProlhpr factors which affect equipment sking.System eking calculations shall not Inplude load s re I, py local;Iriis,ml�tenl Ipechanjcgl vaplllpflon, _ such as standard kitchen and bathroom exhaust systems. . • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall he selected so that Its total capacity is net resp thsn the calculated total load,put net more than 1,15 times greater than the total load celpafared scpori log lPit- deduct selgellld Ifi Section 403.6,or the closest available size provided by the manufacturers product lines.The wiffis ggdlhg IAlpnl ceQacHYpQhg equipment spall not,be less than the oalculate4 latent load," i I I i 12/28/2018 12:20 PM EnemyGauge®USA-FleRes2014 -Section R405.4.1 Com Page 2 of 3 i FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA t Project Name: Cumberland 2797 Right NE Builder Name: Toll Brothers,Inc. Street: Lot 116 Atlantic Beach Permit Office: Atlantic Beach City,State,Min Atlantic Beach,FL, Permit Number: owner. Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jeckaomllle COMPONENT CRITERIA - CHECK Air barrier and thermal barrier r barrie EMerioinuous i envelope colntains abe alaontlnuous baled In the drrler.ing ing envelope. Breaks or joints In the air barrier shall be sealed. 1 Air-permeable Insulation shall not be used as a sealing material. —Z j Ceilinglattic The air barrier in any dropped ceiling/soffit shall be aligned with the Insulation and any gaps in the air barrier shall be sealed. i Access openings,drop dawn stairs or knee Wall doors to unconditioned attic species shall be sealed, Corners and headers shall be Insulated and the junction of the foundation / Walls and sill plate shall be sealed. The junction of the lop plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air harder. Knee walls shall be sealed. Wndows, skylights and doors The space betweenwindow/doorjambs and framing and sky lights,and - framing shall be sealed. Rim joists Rim joists are insulated and Include an air barrier. Floors (Including above-garage Insulation shall be installed to maintain permanent contact with underside and cantllevered floors) of subfloor decking. The air barrier shall be Installed at any exposed edge of insulation. Crawl space walls Where provided In lieu of floor Insulation,insulation shall be permanently - 7 attached to the crawispace Walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retainer with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Betts in narrow cavities shall be cut to fit,at narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage an(1 conditioned spaces.' Recessed lighting Recessed light futures insfzllad jn ilia building thermal envelope shall be airtight,IB-refed and sealed to the drywall, Plumbing and winng Batt Insulation shall be cut neatly to fit arou04 wiling and plumbing In , exteriorwells,or lnsplatlan that on Installation readily conforms to aYailahle space shall extend behipd piping and vdring Shower/tub on exterior wall Eztenor walla adjacent IP showers and tubs shall ba Inettlated and{hq air Exte Installed separating them from the shpWara end)qhs. ElectdcaVphone box PD The air harder shall be Installed behind electrical Pr cemmpnlpsihin bpxm or air sealed boxes shall be Installed. I HVAC register hoots HVAC reglaler boots that penalrate building thermal envalppe shall be -.. sealed to the Sub floPf ordrywall. Fireplace An air barrlef shall be Installed on fireplace wells Flreplapee Shell harp gasketed doors �:a•d w s ,,,;ill „2.t. ... ., - . . 1212a/201612:20 PM EneMyGauge'A USA-FlaRes2014 Secllon R405.4.7 Comp0ant$aMwere. Page 1-of' Job: Lot116ABCC Mc6nwanl� Project Summary Bat•: Entire House +laa.aggv By: Stephan Barbar McGowan's Heating 8 Air Conditioning, Inc. 4850 Bolin•Road.0mn9e Para,n 32013 Prone:Q(W27&0339 Fu:900.2769368 eras koraYQMR o'^'anaec.mry weE:,w.wmc9u„•n>ac'com For: Toll Brothers FI Notes: Cumberland Bonus Design Information Jacksonville NAS,FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 95° F IF db 70 °F Inside db 24 °F Design 38 IF Design TD g Daily range M Relative humidity 50 % Moisture difference 61 grilb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28545 Btuh Structure 23499 Btuh Ducts 4130 Btuh Ducts 5215 Blum Central vent(0 cfm) 0 Stub Central vent(0 cfm) 0 Btuh (none) Humidification 0 Btuh Bimer 0 Bum Piping 0 Btuh Equipment load 32675 Binh Use manufacturers data y Rale/swing mul iptier 1.00 Infiltration Equipment sensible load 28715 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4124 Btuh Ducts 908 Btuh Central vent(0 cfm) 0 Btuh Heagng Cooling (none) Area(fly 2797 2797 Equipment latent load fj2$,� Btuh Volume(R') 28358 28358 Air changes/hour 0.32 0.18 Epl ' notal load 4 Btuh Equiv.AVF(cfm) 151 76 Req.total capac a .70 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Canner Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO420000AO Cond CH14NB0420000A0 AHRI ref 9162578 Coil FB4CNP042L AHRI ret 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Healing input Sensible cooling 28000 Stub Healing output 41000 Btuh@47°F Latent cooling 12000 Btuh Temperature rise 30 IF Total cooling 40000 Btuh Actual air flow 1225 cfm Actual air Bow 1225 din Air flow factor 0.037 cfm/Btuh Air flow factor 0.043 cfm/Btuh Sialic pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point=27 IF Backup: Input=10 kW, Output=32808 Bluh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Tr' �l� 2016Mo2606.%:40 Cwrtghfsolt- ... cowemby NRsm90 Ppei n\Tdl Brohxa\CumEeMnd Bmm 2797 Right MR Cia.-MUM FiRnWlceNE First Floor N idl ma616r. 6x4 4- 14.6 Sup msec 6• 18" 6x10 14• 6x4 p®3•Fan 4' wC fix10 ® 6" 16 x 16 4x0 10x6 4 B•1 6" 12x6 12x8 24x16 3' an 12x12 Re R Jkill� 12x12 10" e' 10" Sup Rher FG-0-1 1B•8 10 e"10 8x10 16• 0• Lwei7`3 12x6 ppx.x. �gx+ 7� 14. 4 16x6 flPlal,3 0 Q 11" 5• 2" 4" 12• 12x12 6' F'iR+v 6x16 A9 6' C3 12.6 10.6 WIT411 7- 6" Irvinp moms Job#: Lot 116 ABCC McGowan's Heating &Alr Conditioni... Scale: 1 : 103 Performed by Stephen Barber for: Page 1 7dl Boomer. 4850 Collins Road Cpmrod Builder by MGhWofl FI Orange Perk F132073 17.0.16 RSU12210 Phare:904-278-0339 Fax:904-278-0366 2016-Deo-28 084041 ..mcgowanaeocom kora,®mogowansaocom ...1Cumterland Bonus 2197 Rghtmp up P% b fp1 6x14 exlzSgnP9i 9• 1•12x 12 2• 9• Sup Rkfer Sup Riser 16' 18• Job#: Lot 116 ABCC McGowan's Heating &Air Conditioni... Scale: 1 : 103 Performed by Stephen Barber for: Page Toll Brothers 4850 Collins Road Conon Builder by Wdghbso8 R Clangs Park FI 32073 17.0.16 RSU12VO Phone:904-278-0339 Fax:904-22&0366 2016-0e 2808:40:42 www.mcgowansaconm korey@mcgawansaaconn \Cumberland Bonus 2797 Rightxup RicGowan� Manual S Compliance Report Dabe LO1116ABCC rsd•�msa. y: .4 Entire House By: Stephen Barber McGowan's Heating &Air Conditioning, Inc. 45DClI sRwq Omnp PeM.F132073PM :901VP 39Fm:W 2760366 EoAl:kmey®mrquxansec.wmweb:wxemcpaaaneec.wm Project Information For: Toll Brothers FI Cooling Design Conditions Outdoor design OR 99.2-F Sensible gain: 28715 Bluth Entering coil DB: 75.9eF Outdoor design WB: 80.2eF Latent gain: 6232 Btuh Entering mil WB: 62.9'F Indoor design DB: 75.0'F Total gain: 34947 Stub Indoor RH: 50% Estimated airflow: 1225 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1225 cfm Sensible capacity: 29491 Btuh 103%of load Latent capacity: 6774 Btuh 1099%of load Total capacity: 36265 Btuh 104%of load SHR: 81 Heating Equipment Design Conditions Outdoor design DB: 31XF Heat loss: 32675 Btuh Entering mil ON 69.6°F Indoor design OR 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airnow: 1225 cfm Output capacity: 32370 Btuh 99%of load Capacity balance: 27 'F Supplemental heat required: 305 Btuh Economic balance: -99 eF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 1225 cfm Output capacity: 9.6 kW 100%of load Temp.rise: 21 'F Meets are all requirements of ACCA Manual S. 201 60w2 W:39:30 wrlghtsofY canton aulaer by w11W1snn 17.0.16 Rsu122M Papal -,o%TM&otheMCumbMand Bonus 27N npMmp CW=MIS FrenlN rfeces:NE supplyDetail Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (dm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 279 300 0.115 382 12.0 0 x 0 VnlFlx st2 st6 Peak AVF 319 307 0.088 406 12.0 0 x 0 VInIFIx st5 st7 Peak AVF 195 205 0.082 375 10.0 0 x 0 VinlFlx sty st5 Peak AVF 514 512 0.082 481 14.0 0 x 0 VnIFlx st4 st9 Peak AVF 311 273 0.077 570 10.0 0 x 0 VnlFlx st8 st8 Peak AVF 432 413 0.077 550 12.0 0 x 0 VInIFIx st4 st4 Peak AVF 946 925 0.077 678 16.0 0 x 0 VInIFI% st2 W Peak AVF 1225 1225 0.077 693 18.0 0 x 0 VnlFlx sit sti Peak AVF 1225 1225 0.077 693 18.0 0 x 0 VinlFlx DetailReturn Branch Grille Htg I CIg TEL Design V, I Diam H x W Stud/Joist Duct Name Size(in) (dm) (dm) (ft) FR (fpm) I (in) I (in) opening(in) Mail Trunk rbi 0x0 1 1225 1225 98.8 1 0.077 693 18.0 Ox 0 1 VIFx �L 2 l& 2e 08 39Q ��y wrightsoft' G..ewer by M~17.0.16 RBB12VO pne2 MIM ...n1TOIIBmIM umbedmd Bmus V97Rl9btnp CMc=MM FmnlC faws:NE I Lumber design values are in accordance with A fished 1 section 6.3 These truss designs rely on lumber values established by others. iff I RE: 11853TOA - MiTek USA, Inc. 6904 Parke East Blvd. Site Information: Tampa,Fl-33610.4115 Customer Into: Toll Brothers Project Name: Model: Cumberland Lot/Block: 116 Subdivision: Atlantic Beach Address: 1716 Maritime Oak Dr City: Atlantic Beach State: FL Name Address and License If of Structural Engineerof Record, If there is one, for the building. Name: Lou Pontigo License Address: 420 Osceola Ave State: FL City: Jacksonville Beach General Truss Engineering Criteria & Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20141rP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psi This package Includes 83 individual,dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name .Date No. Seale Truss Name Date 1 770222747 F01 1/13/17 18 T10222764 705 1113/17 2 T10222748 1-02 1/13/17 19 T10222765 TM 1/13/17 3 770222749 11/13/17 lev I I WVr66 T73 1/13/17 4 T1022275U F04 1/13/17 21 770222767 714 1/13/17 5 770222751 1-05 1/13/17 22 770222768 T15 1/13/17 6 T10222752 FOB 1/13/17 23 T10222769 T16 1/13/17 7 7102227W F07 1/13/17 24 T10222770 T17 _ 1/13/17 8 710222754 FG01 1/13/17 25 770222771 T18 1/13/17 9 770222755 FG02 1!13/17 26 T10222772 179 1/13/17 -� 10 T10222756 FT01 7/13/17 27 T10222773 T20 1/13/17 11 T10222757 J01 - 7/13/17 28 T10222774 T21 '1/13117 12 770222758 J02 7/13117 29 710222775 T22 1/13/17_ 113 710222759 J06 11/13/17 130 IT10222776IT23 1.1/13/17 14 7102227601 T01 1/13/17 131 171022277717241/13117 111 5 710222761 T02 1113/17 32 770222778 725 1/13/17 16 770222762 703 1/13/17 33 710222779 728 1/13/17 17 710222763 T04 1111wil 134 770222780 727 1/13/17 The truss drawing(s)referenced above have been prepared by MiTek �!US�FF USA,Inc. under my direct supervision based on the parameters �.` N SF•.• provided by Building Component Supply. 0 4889 ' Truss Design Engineer's Name: Lee,Julius ?,t My license renewal date for the state of Florida is February 28,2017. - 9. :4r: The seal on these truss component designs Is a cerlilication '9• A (u IMPORTANT NOTE: :O ., P•r,��: that the engineer named is licensed in the jurisdictions)Identified and that Me �,�, @ 4 O R 1,D.- designs comply whh ANSVTPI I. These designs are based upon parameters , .......... ••• •• rr , shown(e.g..loads,supports,dimensions,shapes and design codes),which were ♦ ON AL ?`� given to MiTek. Any project specific infonnation Included is for MiTek's customers �e rrl t r1141a" file reference purpose only,and was not taken into account in the preparation of these designs MiTek has not independently verilied the applicability of the design dYlw lee PE*.51960 parameters or the designs for any particular Wilding. Before use,the building designer Pbidum I l T6fis1� t0 should venty,applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. January 13,2017 Lee,Julius 1 of 2 CL b Q v . \ ƒ \ / / /{ s ! ! |! ¢ ! \ I? ) | / f4k & 4w . Q ,» j ! b \ ) ! # { § § '0 4 ® ° / f | � , . o ! z ® = / ) lRkgkt|! � 2 § @e ! ! ! $! ��. RE: 11853TOA - Site Information: Customer Info: Toll Brothers Project Name: Model: Cumberland Lot/Block: 116 Subdivision: Atlantic Beach Address: 1716 Maritime Oak Dr City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 710222781 T28 1/13/17 178 T10222824 V34 1/13/17 38 IT10222752 729 1/13/17 179 T102 22825 V35 1/13/17 37 710222783 T30 1/13/17 180 710222826 V36 1/13/17 38 IT10222784 731 1/13117 181 770222827 V37 1/13/17 139 17702227851 T35 1/13/17 182 T102 22828 V38 1/13/17 40 710222786 T36 1/13/17 83 T10222829 V39 1/13/17 41 T10222787T37 1/13/17 142 T10222788 T38 11/13717 43 7102227891739 1/13117 1144 T102227901T52 1/13/17 1 45 T70222791 V01 - 1/13/17 46 T10222792 V02 1/13/17 47 710222793 V03 1/13/17 48 710222794 VO4 1/13/17 49 710222795 VOS 1/13/17 50 710222796 V06 1/13/17 51 T10222797 V07 1/13/17 52 710222798 V08 1/13/17 53 IT10222799 V09 1/13/17 54 IT10222800 V10 1/13/17 55 T10222801 V11 1/13/17 56 710222802 V12 1/13/17 OFFICE COPY 57 710222803 V13 1/13/17 58 T10222804 V14 1/13/17 59 IT10222805 V15 1/13/17 60 710222806 V16 1/13/17 61 710222807 1/17 1/13/17 62 IT10222808 V18 1/13/17 63 T10222809 V19 1/13/17 164 1710222810 V20 _ 1/13/17 65 T10222811 V21 - 11/13117 166 710222812 V22 1/13/17 67 �T10222813 V23 X1/13/17 1 68 710222614 V24 1/13/17 69 17702228151 V25 1/13/17 1 170 710222816 V26 1/13/17 171 T10222817 V27 1/13/17 72 T10222818 V28- 1/13/17 73 770222819 V29 1/13117 74 710222820 V30 1/13/17 75 TT0222821 V31 1/13/17 76 710222822 V32 1/13/17 77 IT10222823 V33 1/13117 2 of JOE Tn ty Tllas pe ON PN n dzzz]4] �11853TOA F01 Flow 1 1 JERK ( OE II Bunam,Component S,M, Juk6Omtlle,-132256 6.OtOSAp 2o2ot6 M11aIt1Mllemea,Inc. Fn Jen 1312:53:ce 201] Pege1 ID:Iv6R56eb3XVLbdanl_MGDYMII&DLIIHMaSWZH916RmVc HWtl%zVeWJVm- F.FI 61b 130 1-Se 1.a H�� E=1a1.z 1.w— MFP= 1Sx311 a5a3_ 1 2 3 4 5 6 ] 6 9 10 Y I 20 A 19 17 16 15 11 13 12 46- 1sz II 3x12MmmHSFP= 41 180 a40 ee.0 n-11b 14se 16it. t&ba tb0 z80 za0 sS0 280 z o +80 PI t Offsets(RY)-- 1 f 00.18 Ed I 1 30.1-12 Edml 1 60-18 Edo L 119:0.1-12L 8 LOAgNG(psi) BPACING 2-0.0 CSL DEFL In (lac) man Ud PIATES GRIP TCLL 40.0 R.I.11,DOL 1.00 TC 0.66 Ved(LL) 1.2] 14-16 >615 360 8420 244/180 TCDL 10.0 -umber DOL 1.00 BC 0.a] Ved(TL) -0,4214-16 >517 240 M165HS 24U190 BOLL 0.0 Rep Sime,lncr YES WB au Hom(TL) 0.07 11 Na We BCDL 50 Code FBC2014TP1200] Matrix-S Weight:961b FT=20X-,11XE LUMBER- BRACING TOP CHORD 2x4 SP No.2(OM) TOP CHORD &t umi M d& thing dlre yaWlied or 5-11-14Oc pudlm, BOT CHORD 2x4 SP NO. 01M) except and vedlcels. WEBS 2x4 SP NOSHIM) BOT CHORD Rigid ceiling directly asolled or 10l-0 bracing. REACTIONS. (lWsfze) 21=995 8,11=9951-56 FORCES. (Ib) Max Comp.Mlar.Ten.-All fomes 250(ID)or less exaepl Mien s1roMn. TOP CHORD I-21=990/0,10.11=-980.1,b2=10131,2-3=-250810,3-5=339&1,58=3]3610. 6]=4]361,]6=8404/0,69=25081,410=-10131 BOT CHORD 1923WOOJB-l��T].17-18=W37W.1&17=MM6.1416=M3690,1314=43062. 1243=0/190=0/190] WEBS 10&13- /1300,1-20=011308142419.M18=23-124810 971O,/B33,243-01839, 7-13=8011,319 ]92/0,6449/449,518=4520,]-14—39]1,516=8401, 7-16=-242/425 NOTES, 1)Unbalanced floor It.load,have been colaidered for this design. 2)All plates ere MT20 plates unless o91eDxNe indicated, 3)All plates ere 3x4 W20 one.athatMs.Indrated. 4)Rmommend 2x6 strongbaces,on edge,spewd at 10 oc and fastened to each truss M11h 3-104(0.131X 3')ralls. Slmngbacks to be attached to wells at Heir outer ends or restrained by other means. AW<RNWL-hV Oec'gn Psmml ,norhhoms QV],ladN .1odED.ACImlea, sereee Ie-le m—faRlalFaCJORE a9E. wet to n.e.>n1v w+m Mllws,�are.+oR newer neaw civ awe re..�elaa ,wo w.+ma m nerv»�n.wxdmda�mxrml ao+ mw.Belga�.lrelwlama �mwtV.nrvnpapxmllreInes;mn>'Mme,.amwD�nrrKK.w�alema.>ewamae¢ova�dl MReV al�Ap fin. 9acFytr,[Pcaledalo Wevenituckllnl olYVAvlAtll�weL1M/aclvtlmvynDws eWV-M1J'1MVM lmnlcvYubF mnv°at lv¢Yp �GM �ewYetl ke GtlMMdtllopeVwl Nlw.'s W1m�eM.w�nlNiVu[]ww+�YOanIXAe. fwge�lwd NMlage�eW�3'9 Ma wW PVMFM eN6 Ik+n Gagp.tlelNcyY.aacMliaM dxxgolMmeSaM.Lanmp.�seW,VM VA.CMxIo.0Ad90M eCY 4Ali9�aR�wM Ternm.FL seam yyery eywpyAm vdwixaan InnibR Yz114Ae.41a..Lea SIree1,91b312 Netavah VP2231 E. � Tp®s TmM TYPe OIY PFf T10222)96 1 83TOP F Roar 4 1 Job ( otmall BulAtlp Gvnpomm SLPPy, JazksomilM,FI32268 .0 A1x 20 T FdJ 2 20 Peg ID:IVBR58ob3XVLMam1 a11G0yM115b%JSUPIIiGDCqugHl_UO11gm4mSmHMH1Y9WX7amIFe 616 01 H 1r 3.D i ISO 6We=1'd0S 49= N8= _ I W_ 3x6 FP= 16q II 1 2 3 1 5 6 T 6 9 ID p 19 18 11 16 1614 13 12 yy= 1.13,3 11 M&CM011BFP= are 3ffi= 1E0 Ops 5.6q 1180 144-0 1680 1638 180 RED 80 120 1360 2$0 1-7A Flats Operates MY)-- 11 Edge0. EI 120112 Edge1150.1E Ed 11901 2Edge1110' BEd 113:61-12 Edgal f16'0.1-0 Etlgel 11901-12 Edge] LOADING(pap SPACING 280 OR. OEFH_ In (loc) Weft L/d PIATM GRIP TC, 40.0 Plata Grip DOL 1.00 TC 0.84 Ved(LL) -0.281116 x098 360 MF20 244190 TCDL 10.0 Lumber DOL 1.00 BC 0.64 VeMBB-) -0.401116 >535 240 MT2014S 1071143 BOLL GD Rep Stress lhor YES WB 0.61 WIRL) O.W 11 We We ROM 5.0 Code FBC20149P12007 Metm,-S Weight:96lit FT=20%F,11%E LUMBER- BRACING- TOP RACINGTOP CHORD 20,4 SP No.2(9et) TOPCHORD SIIuctoral wod sheathing directly applied or 60.0 ac purlins, BOT CHORD 2x4 SP No.i(Oel)'EmmpP eemptendvrditals. 11-14:2x4 SP Ni BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bmdng. WEBS 20 SP No.3(tlal)'Except' 10-11:2x4 SP 1,10.2glat) REACTIONS. gN91xe) 21=98VO-5$11=911NEE FORCES. (lb)-Mea.Comp.Max Ten.-All forces 250 Ob)or less except Mien shows. TOPCHORD 1-21=-971N,10-11=-9M,1-2=9880,2-3-246M.35=MIM,SE=E84&0, e-1=-364610,1-8=-3351/0,68-249&/0,9-10-104110 BOT CHORD 19-20 11831,18-19=-MR25,11-10=0!3643,1611-013848,15-1641/3818,1315 13048, 12-13=0,1916 WEBS 10-12b11219,1-20 1288,912-121610,2-20=-122110,9-13=0,/805,2-19�I816, 8-13=41Uq 3-19-11810,Ili 318-01495,1-15=-313N,5-13-58,0. 7-16-253r283 NOTES 1)Unbalanced floor live loads have been olrwidered for this design. 2)At plates are W20 plates,unless omemise indicated. 3)All plales ere 3x4 MT20 unless otherwise indicated. 4)Recommend 2x8 s[mngbadot.on edge,spaced at 10-0 0 oc and fastened to each Muss MIh 3104(0.131'X 3')halls. Slrongbacks to be allached to walls at their outer ends or mattered by other means. w•g V a. iyp Pa -f ma.. WC 0,F ER [E i'me 1.11flEFWIE Ikil yMin - s 9 Y , 1. >M1h hQ�tlM Y'9 . quant ml . au[ -6e1 a MkNpn '9L I h XXH H �leYp .lemrn I I Yvpw�al Ta Nd hl tte I M�ek' Fu1CY-0 'Y2 . BacYglrcMaled Yl IWIX] IMIUMuh mswaDaM/ imam aYY AM4 ✓��( tlnenn r,enldmM �� M�Yw AttAlMab R ImeWse vMllP�eCm'!uFx WOMr%meYtlm W2. rUq�tlµYJ� e�NNaV rt,e ( 6901 Pelle EenaW 1 'wtnlyn,y apq.rlpN¢ry, MbnM ¢bqo uMIMrYslemi sox1N51/IRI OwiIy CMwI0.05B-09aM%sI6uIMn9CompeMnt T7 FL 3]610 emryx9gapys,pydaLiy pem Mm FMb KYM¢RIaNI 3heeL 91R 312Nsaux"MYi VPRR314. _ __ _ -� - Job Thos Trua TYDe ON, PN T10222748 II683TOA F03 Flow 2 I Lb Refereade. tonal I... nJan 13 12M.102017 Pala I Building WmperlWM Bupply. Jabke0miIN,F192258 ID.IveR56ob3KYLbtl9mi a�GPJMg5�9k1TM1liKZW0W a BX42MmdFIGOpW1 mPF5]82vmFd 61A `1 1�0 1-3-0 ti SUV.133.8 F$_ 6- l yg= 36 FP= 1.SL3 11 1bd= 1 2 3 4 5 B ] e 9 40 �22 23 q 2n 18 10 17 16 15 14 13 12 1>g= 1.Ser 11 MMi2JH8 FP= 46= 1d-0 4-00 1180 M 1840 Ito 66U 180 2$a 2-60 53-0 460 280 1E0 PI OYISNS RYI I Etge O1EI 120. 2EtbeL 150- EEtl 11901 i2 Etloe11 tE EU lf3' - - 2Etl 1118'0. - Etlp 11140. - 2ECpe1 LOADING(Pt) SPACING 2PO CSI. DEFL in 0.) Well W PLATES GRIP TCLL 40.0 Plaie Grip DOL 1.OD TC 0.55 VeM1(LL) -0.28 16 >842 380 MT20 244119) TCOL 10.0 Lumber DOL IM BC 0.83 Ved(TL) -0.401516 >534 240 W20HS 1B]/113 ,CLL 0.0 Rep Stress Incr YES WB 0.61 HOrE(TL) 0.07 11 we We BCDL 5.0 Gotle FBC2014?PI2007 MaVixS Weight:95 lb FT=MF,11%E LUMBER- BRACING, TOPCHORD 914 SP N0.2(flat) TOPCHORD SmcW2l wood sheathing arec1ly applied or 6-M pc Wilms, BOTCHORD 9W SP No.1(BN)'Excapt' swept and osbdals. 11-14:2x4 SP No.2pah BOTOHORD Rigid calling directly applied or l OPO oc bracing. WEBS 2x4 SP No.3(llat) REACTIONS. (Ilesma) 21984/0.5-8,11=964Po30 FORCES. (Ib)-Max.Comp.Mtax.Ten.-All lames 250 pb)w Iess except vdlen shown. TOPCHORD 1-21-9]BA,10.11=9]981,1-2=1000p,2. =2471M,3-5=-33378,S6=-W55 , 6]20 18-19= 10, O,=7-180. ,9-10=-1000/0 BOTCHORD 14209/1883,18-19=d3W0,1]-10_-013855.181 7=W3655,1546-0/3619,13-15=013033, 12 13=011883 WEBS 10-129/1A).31-20=011290,151 4122]/82-20=-12298,911440, 016,2-te=0/018, 8-13=-0638,3-19=T>•/8,6159/431,3189/499,]-15=30410,818=601/0. ]-16=-245138] NOTES- 1)Unbalanced floor IMe loads have been conalaemtl formes design. 2)All plates are MT20 plates unless otherwise Indlcale0. 3)All pla e,ere 3x4 W20 unless otlemMse Incidated. 4)Recommend W wrongbadts,on edge,spaced at IOPO x and fastened to each tmss With 3-1W(0.131"X 3')area. Sliongbacks to be ahadted to walls at their outer was or rea seined by other means. Q W4FNWa.YnYy Wtl4npumMrt=sq FE40NeiE4 PV iF194FONLLVMDxP2K FFIEMNLE 140E—74" ants'"Fa60Af U5E cetlgr vMtl Ma¢aiY IMIh I✓UekW mrrrcNvi.RhtleYpn EMaW wYYUV�m Ma^nim Cuwn.,vNklw mMNWJId dA ilq cwn(ucnl.rot a1r�sYNem brlae ue.IM dlMlryl rizy{ mu wNN me gillkalriry oltle9()l rucmalenorcl gonellY hcmPKnIe XMYfeylnlnlolre wml dllpcNKn NIX9g4xaco1Mh14 qe nt OucYYp of YUM]W Mmwebad/a cdnd mwntni rWY �NYe�'l lemWlW m]pxrt�mllaafp h Nwm(.regJedbs1b1Y11y cneloPw'�nleWlase Hm pxlMecersrM 9VEY mF POGeM dabdm. tC�aP�rce re{Kritlq Pa 6g04Rb EM BI.tl. yyYN a4werlura�aYd?Iaaan.FWIe WMNe.IR1aN.18esnemdeJR3i�W¢tKAki�VP�Y13 dm Ola-09aq KN&IYYnp Cwry>rwY Terrye.FL Sa10 ,lop Trues Trials Type O1Y PIY T10222]51 85.3TOA FO6 GABLE t 1 lot Barbara- 12 P Building Compmwnt Supply JeUsomsib.1132266 IbNeR56op3KYL0001ni_ahGoy4115E6_E6RMbVBaP1101¢aY/PSLN39NUe310:7k000zamFp OIL.1:16.2 316= t 3M= 2 9 6 6 6 ] a 1] 0 T I 16 Is 1C 13 12 11 10 6 Sed= JN= SN= 30- 1-6-19 M=1-612 21092 4211 6612 41612 ]36 a-00-0 t8t2 1.6-0 1-60 b6 0 1-a0 aLfi 1912 PI MOg et (%y1- 1601E Edg 1 f P31-&Etl 11140-tE Etloel LOAgNG(pal) &PACING- 2-04 =DEF(LIn Ilac) Well Lb PLATES GRIP T. 90.0 Plata Grp DOL 100 Na - Ne m MT20 299/190 TCDL 100 Llm0er DOL 1.00 Na - Na 9B9 ,CLL 0.0 Rep Stress lna YES -0.00 10 Na Na ,WL 5.0 Cotle FBGOM1 Pli WeigM1t 9616 FT=MF,ll%E LUMBEW BRACBl64 TOP CHORD 2x9 SP No.2(flat) TOPCHORD Surctun,woos s0eathing alusayapplled or 8-10 do pumps. BOTCHORD 2X4 SP 140.2glat) except erxl vamcals. WEBS 2x4 SP No.3glab BOT CHORD Rigid calling cle"Tepplied or660ocldbrd , Except: OTHERS 2x4 SP No.3(llat) 10 0 0 oc bracing:l5-15940. REACTIONS. AIIOeadngs8-100. (lb): Mex Grev All reacflons 2501b or less al loings)16,9,15.10.14,13,12,11 FORCES. (lb) Mac Comp Mtac Tan.-AIL lobes 250(b)a less except w4an shown. NOTES- 1)Al plates are 15066 W20 unless otherwise Indicated. 2)Gable requites continuous bollom ch0rd healing. 3)Trouble to be fully smoothed from one lace or secuns,braced against lateral movement(La diagonal web). 4)Gable once spaced at I"M. 5)Recommend 2x6 stmngWcks,on edge,spaced at 1GO0 oc and fastened to each house Ago 310d(0.131 X 3')nails. Stiongbacks to be affected to walls at their ower ends or restrained by other mare Q wAMVNp-YnE/Berly�➢v�tir•e19 MEdOlN]EB ON]M9 ANp HCLWap HIEN aSE/YNfI IAOEBF11Am.109YAIFB9Vaa UbE WYP�vdM Mup peY`wtln NLlekW corvucPA RAtlatl�kL]wL,= 7KRllmaYo+.n.mtlal[xmxMWYM WWge:wnWicnL mi a�Ratan Qalare ua.6nlvJkAgdeB4x�e�minl vale maulCdiR oldaeP p�mretemm]gWalYncapeab alk aUSSbnnrollwuvn, MRek'laremBan aaaxxpxaoaaa6ro mavav w�xmp of MluYl JlamweDaWta ol..d mamba..a+v.eeeeo�.l lamawmeaaa� lwaw p dway[�ealied laiMlYaM WpeveMcdlR�uflh�idalavxel exaYad PIXwdYd>t�Wa. ra marl Wdawe�eY+dq Ma 6BW Foxe EM BM. Niwlcolxn5lpq.Npay,aecyea trxYusay..xT]6wwNemr.HMXWI ..u..Mb.pBJe mIaCY MibgOUNcnanl Tenp,Ft 3a614 yyetY IBprnaacn uMlRie ppn Inffi Rola xvI1N1&216H IeaSML SlIe3120MmON VA21919. Job True Trw TWre GN PN T1@22TR1 IISWTOA F07 GABLE 1 1 Jeb Pelaerca Am &YIdIq COmynM-aPPv. Juksam...Fl3Y258 0.010a Ap 202016 MTck IMusBleb.lrc. Fn Jm 1312:OjhrB01T..F. 16NBRS6M3KYL5NInLV�GO/Mfi6-eJYcknkDGPIGNPL3GJSIpc_WTrOePIR3nlACTrvmFe O 4. am Bute-cz+.a a4= 13xA- 2 3 a a s T a e 10 n a 22 z1 z0 19 re 17 16 16 +a is 12 axe= 3.4= m= w= 1$-1z z-+o-+z ablz 68-12 o-+o-12 64-1z BBi2 10-1O12 ++be 1&0O 1$1z 140 1-60 IJ 1JL 1-40 1J-0 1i0 o6e 1312 Plate 011sele(X,YI 111 0.1 B.Etl 1 113'6 E Etlgal 121nu I4LEdnql LoA m(pat) SPACING- 2U0 0-51. GEFL In Qac) gdeg W PLATES am TGLL 40.0 Plate Gdp DOL 1.00 TC 0.10 Vert(LL) we - Na 999 MT20 2:ZQ0 TGDL 10.0 Wmba DOL 1.00 BC 0.01 VertQL) We Na 099 BGLL 0.0 Rep SOass poor YES WS 0.06 Ho2(TL) -0.00 13 Na Na BGDL 5.0 Catla FBC2014/TPI200] Me0iys Weigle:64O FT=PO%F,11%E LUMBER- BRAC9IG- TOPCHORD 204 SP No.201et) TOPCHORD Structural wood sheahrail dreary applied or 1009 ca pudins. BOT CHORD 204 SP No.2010) s m at and veMmdI9. WEBS 2x4 SP No.3Q1st) BOTCHORD Ngldoailingdire yappllWar B-D-0ocbracing, Except: OTHERS 2x4 SP No.3(fla) 10.0.0 oc bracing:21-22,1213. REACTIONS. All beatlngs 13-0 0. (Ib)- Mex Grev All reactlon5250 In orlessatlolnt(s)22,12,21,13,20,19,10,1),16.15,14 FORCES. (Ib)-Max COmp.Mlex.Ten. All tomes 250(Ib)or less except ahan shown. NOTE& 1)All plate.au 1.5x3 W20 unless aherwlse Inod.ted. 2)Cable requires conllnuous bottom chord besdaQ, 3)Truss to be hilly s0 .1mol from one lace or securely braced amat lateral movement h.e.diagonal web). 4)Gable sluts specad at 14 0 oc. 5)Recommend 2x0 stronabxks,on edge,spaced at 10.0-0 oc and hastaleb to each truss x110 3-1M(0.131"X 3')mals. Slrongbacks to 0s e0ached to walls at their oNer ends or reseshned by other means. Q WABos,o le 4arenyaenermrnr4afA0'The CLAIM —v NLLaIeYeaEl(elmeNCE PIUEW]4Anr IIX kfl EFc U.E pygr W'ti)Ip ueecryy HN MlekA crwcclui.MxlaY{In 6triai WY uryn[rnm,elersihnm.wr11sM ar,MANAre IxiWkq cemrpwrx,l,roi Ines rysle�n-tutee�.xw bMdig tleYlrer ms edN lMgrykmnlNoldeY9n ruw,reJersaM Ro(mM 1�xlxxale ryKMGID into tte ove,d War9�41n. ®xMIMknlMtlla PeYenl mue:YM1'9 aIIMY.klW lvswebmLa crvtl membms mJY.PWIWnIMmrrrW and nermama MaL' V YtlWxkMMibrneytlYae�a lew. YaullMardio Rewrncwlaee MmeWrtnrM MsY arIRM�M tun,Je. Im pwxxtl q.Nknce re{p1y Me L!M#Ik` yE W BNG dabrerYemcbada4g IcxyLmiXMhGwM0.Md.as K51WCnpuani . eWf/YYpOdM aMa#e ken'"'eYWWIa RIB is Lce Sheer"JI2.PleeusTb.VPY[31E. JOU Trull Trim T,ii Oby Ply T102NOM 11853TOA 'Go, ROOF SPEOIALGIROER 1 4'Job 1312:[3:15201] Pagel Builtlirq Compowni Supply, JacksNNille,FI32286 8.0105 Apr 202018 MiTeklndusblea,Irl. Fn Jen ID:NOR68ob3VDdami_ebGWMfj5-WhgMITmTo3ydc L1OF114B Tmh smwSBahizwllFY 30.13 ]J3 1a9ae t4i93 11913 91bd 341-0 OBi 3>6d ..Is ill I 3011-0 3899 9dd 3Ed aid gad 34lb A]d SB9 Aei 9e5 3-0d 3319 Sage 1:70.6 2N 36= 112= 395 II 4x10= 4`8= 396= 41_ 1 231 3 4 32 533 034 7 036 9 30 10 37 11 12 13 M 14 15 ii 1$ tau=zl m +e +0 n 2v4 a 1- 30 z3 28 27 star 25 24 23 5A= w= 41= 204 II SA= 590= 2z4 II 4:1n= 4,10= F se.s sei -+ Sae ao-s o�Fuy Job True T.Type Gb my TIOlisi 5e 853OA FG01 ROOF SPECIAL GIRDER 1 4'lob P ofensuce(Optimal)Sending DOmpaent Ou I , JxksdMlle.FI32256 J 19 620 Pge rq PDY ID:NeR5(ob3KYLbdBmLehG0yMry5WM1BMITmTo3y5cllfilk7Fl14ebGTnIM1_emw6mM1tzvmFT LOAD CASE(S) Standard 1)Dead♦pool UNe(balaresin Lumber Imreaee=l.OQ Plate Irereaee=1.00 UNform Loads(pit) Van:133=-513,3335=-593,1535-529.23-30=10,1622=10 2)Dead a 0.75 Roof Live(balarmsen:Lumber Increase-1.W,Plate Incresee l.o0 Uniform Loads(of) Van:1-33=43],33-35=-502,1535=-050,23-3D=10.1622=10 3)Dead a UMnlubOeble Adlc Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pin Vel 1-33=264,3&3—tKO.15-35=-2)1,233 30.1622---30 8)DOM+0.6 MFRS Wind(Pas.IntemM)Left:Lumber Increase--1.60,Plata Increase=1.60 Uniform Loads(pit) Ved:l-32--43,32-33-46,W-35=36,3536=44,1536=52,23- --S,16-22=6 9)Dead♦0.6 MW FRS Wind(POs.IMemal RIgM:Lumber Increara l.6Q Plate Immease=1.60 Uniform Loeda(pin Ver:1-33=54,3334=43.3a-35=36,3537=44,1 S37=41, 16-2ib 10)Dead♦OS MFRS Wind(Neg.Internal)Led:Lumber beMaaa_1.60,Plate Increase=l 60 Uniform Loads(pit) Ved:1-33=-223,3335=-249,1535=-226,23-30=-10.16-22=-10 11)Dead♦0.6 MW FRS Wird(Neg.IMemal)Right:Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(pin Vert:1-33=223,3335-249.1 6-35-228,2330=10,16-22=10 12)Dead a DO MFRS Wind(Pus.Internal)tat Pemllal:Lumber Increase=l.6Q Plate Increase-160 Unliorm Loads(pin Van:133=48.3335=39,15-35=46,23-30=-6,18-226 13)Dead a 0.6 MW FRS W IrM(Pos.Internal)slid Parallel Lumber Immase=l.e0 Plate Inmeaee 1.60 Uniform Loads(plf) Vert:1-33=36,3335-87,1 S-35=-S8,233c=6,1622=6 14)DOMI+0.6 MFRS Wind(Neg.IMemal)1st Retinal:Lumber Irwrease=1.80,Plate Immorae=l.fi0 Unit..Loads(pin Vert:133=-223,33-35=249,15-35_226,23-30=10,1622=-10 15)DOM+0.6 MFRS Wtrd(Neg.Internal)2nd Parall Lumber Increase=1.60,Fate Irwrsom=-1 SO UMlorm Loads diff) Van:1-23=223,3635=-249,1535=-228,n3 -l0,1622=-10 16)Dae:Lumber Inmessa11.90.Plate ICcreasse)SO Pat.meta1=0.90 Uniform Loads(pit) Veit:1-33=-206 3335=-228,1535=-212,23-M=-10,l6l 17)Dead♦0.75 Roof Live(bail)+0.75(0.6 MFRS Wind(Neg.IM)Led):Lumber increase=160,Plate Incresse=1.60 Uniform Loads(of) Vat:t-33=448,3335=-517,1535=462,28-30=-10,1622=-10 18)Dead+0.75 Root Live(bel.)♦0]5(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60.Plata Increase-1.60 Unlfo0n Loads(pin Von:133=446,tit) =517,1535=462,233)=-10,18-22=10 19)DOM♦0.75 Hoof I-M (ball).0.75(0.6 MP/FRSWIrM(Neg.Int)tat Parallen:Lumber Inca.1.80,Plate Imroase=1.60 Uniform Loads(pin Vert:1-33=-448,33-35=-517,15-35=462,23-30=10,1622=-10 20)Dead+0.75 Pool live(bad.)♦0.75(0.8 MFRS Wind(Neg Inn Aid Parallel):Lumber Increase=1.60,Plata Increase=1AD Uniform Loans(pin Ved:1-33=448,3335=-517,1535=462,2&30=10,18-22=10 Q W1PoMO V�a 4YenpverlW�=p4NE4C Nal®dI 1MS ANC alCLrlOEe IYIEI[ad9UNCE/4aE.rW74JI m.IWl1JIa aEFOIEYK ned0r WNM v»OMYUM MI&�ad,rnclus.aemeTbdaetloNY Warr ManeMLwwr.aMb Iw m6WM1kNm1 eWdrgcwnw�nL ml lap MMnn telae ue.IM b WMg de�rel mill vally Ra aLplcdlM of GmIT p�ranaep mf pcFerlY MwPrwale IM1k�r Mo II¢ovadl WtlrV sings.aocM2kgGaletlklo pevenl WClaN of YehLkxl Mpwebad/a clvamemSers Mr.nWNM4nn1^-wadlumvtEnlb¢Eq e'(' bW'NsretoaMtlarerrerdloVma.,fWIhnuTWseved ,yryantlgWalY WnWe.fa�reidpkbrce rAN39X'e 6eM Vub EMBW. Mbkalbn YrnNe.adNaY.peclbnaq VcdN of Lrpes WJMaMlant NM111®lIGW1Y C111Me.CL-a9 m4Y:RaMgdampoixnl imp.Fl'I'Y10 yelYbygpeem 0.'�Ywn lr�a Mie auOMe.Rte H.lea5hwL 94b312 NaF 516 VAY1314. Jeb Trws TwaTypa GN PIY T102Y2765 11&53TOA FGD2 FIAT GIflDER 1 2 JW Ralseeree Iblisl Byyyg C0nlfnnerA&WN, JukswvK,F134256 0.010 sAp 202018 MiTek llNnlns.hc. Fn Jan 1312:533 PDcrvmF% ID:NBP56oIxT(YLMNmLa5G0yMrjS uEkrynSDMgEVJa+SeUIFcu9ppzA 53.2 -4 BaO Y62 ] 161 13x6 zbi 2$] zai ao-n o- - z +-+4o tom o+4 man suits,-+z+.e 1M II 2N II 4m= 4m= 46= 14 a 6 66= +a 11 10 94m= 0 4m= u m= 4m= ] II ffi4 ME632 -4 668 ]62 ] 6 10.44 1303 zai z0.» o -z M. 1�t-m o- a z sn zai Pia onsa an I6o-z zoi teoz az-ot nr - -oo-x-ot LOADING(pat) SPACING- 200 CSI. DEFL In (mo) Wag �240 PLATES GMP TCU 200 Plate Grip DOL 1.25 TC O.65 Veri -0.13 W10 >999 -W 2741- ==F 244/1W TCDL 10.0 Lumber DOL 1.25 BC 092 VedQL) -0.43 9-10 >354 BCLL 0.0 ' Rep Stress Inc, NO WB 0.75 Horz(TLI 0.05 7 Na BGDL 10.0 Code FBC2014i1P1z007 Metrix-MS WeIght:1191b FT=20% LUMBER- SPACING TOP CHORD 2x4 SP W.2 TOP CHORD Showing wind shealNng directly applied or 3314 oc pui BOT CHORD 2114 SP No.t incept enc yalloals. WEBS 20 SP No.3'ExcepC BOTCHORD Rigid ceiling directly applied or 1000 oe bracing. B-G1-11.5-9,2-10:2x4 SP No.2 REACTIONS. (thrl ) 12=3272X-5.8,7=32]]X-3-0 FORCES. (Ib)-Max.Gomp.IMex.Ten.-All forces 250(Ib)or less except w W shown. TOPCHORD i-12=-31461.1-2=6438/42-3=95691.3-4=956910,45=-95691056=-643&1, 6-7>314= BOTOHORD 11-12=0/316,1a11br8438,9-10-0,8509,8-9 /6438.7-13- 316 WEBS "-Bydd10,1.11=016610,5-8=2549X,2-IT-254gm.59=0/3380,2-10=01388 . 49=-1226X,310=-122&0 NOTES, 1)2-ply Was to be connected together wlgl 10d(0.131',,3')why as Minas: Top chards wrieted as foil a:2x4-1 raid at 01 IX. Bottom ohoms cormseted as follows:2x4-1 new et 0.9-0 oo. Webs connected aslollows:2x4-1 rpwat 0.9-06c. 2)All loads are considered equsllyapplied to ail plies,incept If noted as front(F)or back(B)lace in the LOAD OASES)wench.Plyto ply cOnll6otions have been pmAced to distribute only loads noted as(F)or(B),unless othervnse indicated. 3)Wind:ASCE 7-10;VU11=130mm(3-second gulp Vasd=101mph:TCDL=5.msl;BGDL=S.Opsf; :25f1;B,1$ih L=241t;eaye=oft;Gat. 11;Exp B,Erml.,GCp".18;MW FRS(directional)and C-C Eldedor(2)at-12 to 3-1-12.Intetlor(1)3-1-12 to 12-1012 Wne;G-G for members and forces 8 MW FRS for remotions shown;Lumber DOL=1.130 plate grip DOL=1 60 4)Provide adequate drainage to prevent waler ponddrg. 5)T0is dross has been designed for a 10.0 psi bottom Groh We lose n6noollcunent x41 any other Ilve loses. 6)'TMs mss has been designed for a Me load of 200pN on the bottom chord In all areas wTere a re<t.,1.38-o iv1 ley 2-0-0wide will fit between the bottom chem and say other members. LOAD CASE(S) Standard 1)Dead+Feet Uye(balanced):Lumbar Increase-1.25.Plate Increase-1.25 Uniform Leads(pit) Verb 1£,bla 712=-20 Q w4IMMa.Ver0fir~{rwzrwa av4 said UOTEa M iW9 IMO M pan`YIEII aEF[.LNLE/40.E.Vw1J,n'.IaOYNISefFOPE U4E ce53n Yppld ueoryy rr11h MlekAccnuMv IrY5deL9n abaoe wiY upcnpaanelrns NwwY m[I hMm MWM9pl hMMp avnVrrrerrl ml Ir�65Ys1em.6alae ue.a¢dLdrg �mmlwMn lM4`FycdMlnaOeNT lrnanelenW VraY dV hcan emoom,ynreern , RBk' 1LUpdWT.9acYx3lntMaled 6loae.en+bafntxraxsaxen kavwe6u,UlororwamonaeaorA.A}xFYH raaP'�rW mu parmawn+awaq aasm.r«Weawrnmmmemwewmcaawa..mrv�%uevmTMs4 Mry moww�+lvwn�e.nor oarrere a4d�uareaadre ire ww ear. pdruMlikxoA.ONrarV.ereclbnm'IM¢Y9 o11nrvn vAlnmaYYran'+M&V!L/ININtlrY OXIr1a.D31d90.q KL NP�pCanVuraM TanW.FL Y'a0 4>'.Mv kbmrdfl waasatan nrs Raarmne,z1a n.laMsmal,sne 31z Naweuvnzzala. J11 Truss T—Ty" Cry ply TIW22]60 11B:3T1'A J02 Jack-Open 2 t Job Reference L—Orel) Builtlllg COmpore.6lgply, Jackwmilk.Fl922% 9 ftl- Apr202018MVNIMus1Ile DTl0tli JeJOpulF53:18201] Page1 ID:NBR58ab3KYtbtl9mi ehGgMrySwGMVNUoI�_IMDTIOIgyN910pUIFue5Cc2BWIprvmFV 2U-0 2D0 Bcele=t9.9 e12 1 a 3 I 9M= 2-0 2-0 0 P%t Off a (XY)- 11'0000-184 f ' - - 10d-131 WAGING(paf) SPACING- 2-00 CSI. �X4 In (Ix) mall W PLATES GRIP TCU 20.0 Plate Grp DOL 1.26 TO 0.00 00 6 >S99 240 MT20 244/190 TGDL 10.0 L.Mnber DOL 1.25 BC 0.05 00 6 >939 180BCLL 0.0 ' Rep Stress Mor YES WB 0.00 00 1 We We BGDL 10.0 Code F8C2014/TPMV Metdx-MS Walght:7 to FT 2M WNBER- - BRAIDING - TOPCHORD 2x4SPN0.2 TOP CHORD Shllclund moral sheathing directly applied or 2-O0 ac pu4lns. SOTCHORD 2x4 SP No.2 BOT CHORD Rigid calling llmctly applied or 10.0.0 oc blaring. WEDGE I6IL 2W SP No.3 REACTIONS. (IhAnza) 2�9R4eM dN 1,3=31IMachanlml,1=8WO5-8 Max Herz 1=24(LC 12) Mar UPlllt 2-1](LG 12),3=-t(LC 12) Max Gray 2=49(LG 1),3d5(LC3),1=W(LD 1) FORCES. (lb)-Max.GompAMex.Ten.-All tomes MO(Ib)or less excels Mien shown. NOTES 1)Wind ASCE 7-10;Vult=130mph(3-ascend gust)Vasd=101mph:TCDL=5.OTa1;BCDL6.Oysf;h3511;[1716i;L=24ft;aww-4ft;Cal. 11;EV 8;Eryl GCpi=0.18;MFRS(llrectlonal)and C-C ErWrior(2)acne;C-C for members and forces S MW FRS for madam shown;Lumber DO1r1.60 plate grip DOL=160 2)This blas has been designed for a 10.0 psi Whom chord live load nonconcurrent with any other live loads, 3)-This truss has been designed for a Ilya lead of 2001ef on the When Mout In all areae wham a lemNle 38 0led by 2-0-0 wide will lit between the bosom chard and any other members. 4)Refer to grWhs)for truss to muss connections. 5)PmWls mechanical connection(by others)of Imes to bearing plate capable of Withstanding 17 Ib uplift at joint 2 arm 1 to uplift at pint 3. QYIMOIO.asom, '9 ,wv,--de 0-heaPVTsIs— CLIMEOINENa%fMNLEPAOE/Y)aAm.raWA/6aefOFFU9E �• I.600h wldk u�w9y Mlh M �,tYionreetm.MG^^NeT aM,"d arYY elm Manahe,i Cmvn.txNLLkv m FWNivM WMYR eemMwmt rot hr®ryaMn.eelgeh¢e.Me MARp fie,muslvalN llie4MkKirlryoltleYtT War^armao,gP�nYlrc^+nx>•^lo RGtle6.In Mu tt,a ovenfl eumemwl. a�n9YhrxmaealeMav�l M.cNah9amrnuwlm� gtr�mrn m�,nnaweNY. nnnen+rcxhamww�r>arm raaY-0 MiTek' a� 7/D rXaAed la MflYaM wWevmlcoY[Y�MIhWYxe Wmrens,Is+✓rP`la wear, ru 6ewex9�aa'ah^9�<9rdlM T F.FL Een6aa. twes, lwa99.tleM�.vY.aecYmaW ba l9 orinrmsbb-hrec' Y9m,sme/Jr31/Rn swear,CXxl0.Dea-0aaM BCNaW9n9Gr,Wrwnl ]. .il]Yl0 LatlY Mamplbn aMMahan ln6 PaletnYxaa 2la N.Lac ahceL SAle J12.Nbwxal¢VA2YJI4. ^P° I Joe Truss Truss type Gy PN noa22]5e 11063TOA JO6 JeckOpnn 10 1 J bRf ( IW1 Bolding CampplleN Sypy, 1ecl¢wwllle,Fl92256 euros car 202018 MrTek IM�eNec,Irc. Fn Jen 1312'59.182 Pepe I0:N&i58o63KYWOBmLalIGDyMp5-PNlegp sHTP5N20eaCBwIESOuzadllMnKlq]mnFU e40 BPn Sub=1:19A 2 111012 e 9 ] pA t A sm 11 660 BPO PleasOnset CCYI-- I 0-0bi3111'0.1-110+ 31 LOADING (raft SPACING 2-D0 1CSI. BEFL In (lac) IMeiI W PLATE6 GRIP TCU- 20.0 Plate DOE DOL 1.25 TG 0.50 VeR(U-) 0.0] 341 >999 240 NpIn 244/180 TCDL 10.0 Weber DOL 1.25 BC 0.41 Ylird L) -0.1] 3-5 >40B 100 wu 0.0 ' Rep Stress her VES WB 0.00 HOr2(TL) 0.03 1 We We BGOL 10.0 Code FBG2014aP12007 Matrix-MS Weight:2O lb 17=20% LUMBER- BRACNIO- TOPCHORD 2x4SPIl TOPCHORD Structural wood sheathing directly applied Or 660-0oc pudinc. BOT CHORD 2x4 Ste No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 a building. WEDGE Left:2x4 SP No.3 REACTIONS. Receive) 2=157iMechaniW,3�I/Me&micel,133]p S3 Max Hou 1=71(-C 12) Max Uplift 2=55(LC 12),1-8(LC 12) Max Grav 2=15](LC 1),3=110(LC 3),1=23](LC 1) FORCES. gb)-Max.Com,fte .Ten.-All forces 250(to)orless except whenshown. NOTES 1)WtW:ASCE]-1q VulL130mph(3-secmd gust)Vesd=101mph;TGDL=S.Opsp BCDL=S.Oraf;h=25ft;B=45ft;L44ft;ea "t.CBt. II;Exp B;Encl.,GCpl-0.10;MFRS(diredlonai)and C Extedor(2)0 0 0 to e-0-0,Intel 3-0-010 Si 1 4 zonal ton members and forces 8 MFRS for reaecdare shown;Lumber DOL=1 60 plate grip DOL=1 60 2)This truss has been designed for a 10.0 pal WHOM cmrd five load nonconcuriant fifth any other live loads. 3)-This truss hes been designed fora Ilve two of 20.Opsf on me real chard in all areas afrere a rectaegle 38O an by 2O0 was will fit between the bottom chord and any other members. 4)Peter to girdsr(s)for truss to Imes connections. 5)PoNOs mechanical connection(by others)of Mess 10 bearing plate capable of withstanding 5510 uplift at joint 2 and B to upIIX at joint t. Q wa.-W,wywe�Pw.mww.wawuorroraox ms,wpaxv.uoeorertrearscef�fxcePxoels]mrw.revxmserioxe us[ nraP�wa��adr corm Aa1H2 coarerui..nc aew>,x t,aaa mr�4^�^Iwvneics aw..n.ane m lo,a,ensue laaag mmPurem.rot mm eYdlwa.Pe1ne ies.n¢MA'Qq aMikPu muA valN Ilw aRSraM1rN o1 dahln rwmwlms aM P�rY YicN W/de n W Jmld�Yna era ovaJr aearwWew�.aaa�n�xaadamwar�l woos olYawxn nus woo a.u�wdmw�mi.orq.Aeenare inn V�Yad{mlgwnlbmNq �(• SWoy�pledbsMtldYaMbgevenl Wq[e WmWffiAe p�wxl FYYrrq pcMrY WnWe.rgganed PASaKe�eBu�9ft¢ WW PUXa EMBatl. IMkOW ldaQy.IXXYM'.awCMnadtlsYgM Mmwotl MSMranc maeXWMI GuyN CMMM.014!9 oq KRMNxTPamPoual wxvYeamaaa warns nm�lwMle YYANle,zleH.taaseaal.sw3lz Na:marevnnal4. 1wm..n aae1B Job - Trrs Tome T,e CRY Pry T10222']60 Instal A TO GABLE 1 1 bb R.jedrhca1 b 1 BUMirg Compawm Supply JecksomilM,Fl 32156 S&oobe 4.40 ID:Iv6P50ob9NV4tL-4010 eAr2020Aie; n . FrJen 130miP hG0yM1154TF. gcdbWj610n0.HFFMNUV4MgdMmFT yea A14 1970 11 soe scale fee are= 3 B.W FIF 62 4. bJ a I se s jp I 6I q Ix a ] 0 6 4x1a= m u1b= aim= 7-1 446 tIV OY 61-iz ].1 Plate OXee (%,VI I1'038 0.301 [5'0-5-0.0-4 141 LOA m(pat) SPACRq(0- 200 CSI- OEFL In Qac) Vtl011 VO PLATES GNP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ved(LL) 0.15 e-0 >999 240 MT20 244/190 TOM 10.0 Lumber DOL 1.25 BC Obs Veft(TL) -0.23 30 >939 100 0GLL O0 ' Rep Stress Incr YES WB C,15 Harz(TL) 0.02 a we n/a BCDL 10.0 Co0s FBM147P12007 Matrix-MS Wood:173 Up FT=20% LUMBER- -. BPACING- TOPCHORO 2x4 SP No.2 TOP CHORD Slrudurel smad sheathing dlredlyapplied or 6-0-0 oe pu0lrs. BOT CHORD 2x4 SP N..2 BOT CHORD Rigid odiing Gmc9y applied or 600 oc breWg. WEBS 20 Be No.3 OTHERS 2x4 SP No.3 SLIDER Left M SP No.21-1-11,Right 2x8 SP No.21-1-11 REACTIONS. (ftEmIze) 9=7830a-8,6=]0&036 Max Herz 9=-1 WILD 10) Mex Uplift 9=MILD 12).6-26112) FORCES. (Ib)-Max.CompJMax Ten.-All forces 250(Ib)Wass except Man shown. TOP CHORD 1-2=-329/377,23=-674564.34=-674/554,4-5=329/3]] BOT CHORD 89=-38]/620,68=-38]/820 WEBS 38=491/4252-9=80]204,48=80]20 NOTES 1)Unbalanced mol live loads more bean considered for thla dedgn. 2)Wind ASCE 7-10;VUII=1 human(&seomM gust)Vesd=10rman;TGOL=5.0pst BCDLd.Opsi;h=25X;B=4511;L-2411;eave441;Cel. 11;ENI B;End.,GCpl=0.18;Mal(amphoras)and C-C Exlehor(2)000 to 300,Inledor(1)30O to 440,Esmsen(2)49-810 12-40 zone;cenWever left and right exposed;porch left and did expos.d;C-C for members and tomes&MW FRS for reeplions stpwn;Lumber DOL=1110 plate grip DOL-1.60 3)Truss assigned for send loads in Xle plane of the trues only. For ships exposed to Wadfiannal to the arcs),see StarMard Industry Gable End Details as applicable,or consult business building designer as per ANSu TPI 1. 4)All plates are 2x4 MT20 unless olherafse Indlrated. 5)Gad.studs s racad at 1 40 oc. 8)This toss has been resigned for a 10.0 pal bottom chord live load honconcurmnt War any other INe loads. 7)-This toss hes been deslgoed fora am load 0120.Opef On the Whom chord In all areas arbors a reclergle 3 6-0 tall by 2 00 wide Will fit between the bottom chord and arty other members. 8)Preside mechonlcal connedlon(by others)01 truss to bearing plate capable of Mrstrrvlirg 282111 up9X at Joint 9 arel 26610 uplift at f nth. QWi .-may es,a�w'd NOIEe CM rI6YlO NGLVGaLY2a WE£EM4/IfE RAGEM ]4Am.1.0YA166EWaEa¢ �.T WMlw w.dxy WIII MIeA®ccrviev`Ius.M¢IXMq�61 NaYYurvn Murelers Yawn ab Klam,h]M1Mwl dldre canPurnnl.on Ma Mbin Boase�as.n¢dWredaWlelm IvenN Ila awxx;a�Mdaes9l paandnsmtl wgaly Fcapaares'os rFfu nie overt8 a6m.dmal.aadgedx.I JKio welre.lnlr3dxabuanusswebra/olommme,Kne..oda.aaeala iamwnaY a,u P�maa.lamra MRek' Kaw.r:le<]eadwr ne,aMaldlo aavrrlealwe.mr�mKa+ece�m.dro.Y..,dw.pelry ml�we. roleelw�aW�eleeaarew ew v.lx.6a ewa. gpkalNn Ysso .da noredbnm]M¢Np IMxNe¢oA NMryLems.aaWs/ VA22314 d96aa vgaCV NWJq Canpo�wr9 .FL seem edaY aawKra6or.wmle sora rm H.k6axxlre.zra N.taa sri.al.sMW aazaa..aalavnzzsta. T•^1'° Job Tnm T1ws TYPO OH PIY T101Y2]el 11853TOA T02 Comrmn 2 I JOD Refererce tiorul BUNGrp Cwnpawd Supply, Jxiuomllle,P132256 B.OtOSADr 202016 MITek IMusNec,lnc. Fry Jen 1912:53:21201] Vale t IO:Iv8R56ab3KYLDd9mi eM1GbyMIjSLrttl]WrEOvj]KgCM]EnuchuraympmIl00NRzvmF6 540 BB8 1LB0 1D]L Sp0 480 LBO SDB 9ub�t:48.5 Sta= 3 Bm2 14 3 4 5 L 05 2 L 12 5 a0. 11 bA 11 1 IN p e B a 3M II bd= �- 34 II 2.4 O 74 g 71 qB 1&112 ] me Pbte OnsetsI6.020,0-0-0LIII'U2b,04dj LOADING(pd) SPACING- 2-0-0 CSI. DEFL In Q.) meg I-Ad PLATES GRIP Lo "i 20.0 Plete GRp DOL 1.25 TC 0.46 VeR(rtLL1) 0.18 9-10 x980 240 MT20 24M190 TCOL 10.0 Lumber DOL 1.25 BC 0]1 VaMCF_) -0.28 ]-9 >]94 160 BCLL 0.0 ' Rep Stress Inca YES We 0.52 Hoa(TL) 0.02 ] We Na BCDL 100 Cade FBC201MTP12007 Matrix-MS Weight:113b FT 20% LUNBER- BRACING- TOPCHORD 2x4 SP oli TOPCHORD Structural vrood aM1eeWmp dreetly applied or S00 Oa pudlns, ROT CHORD 2v1 SP No.2 except and verhash. WEBS 2x4 SP NOS BOT CHORD Rigid ceiling directly applled or 8-]-14 do among. REACTIONS. (Iailia) 10=77B'0-38,7-772)-38 seraHm2 10=-180(LO 10) Mex Uplift 10=-2]e(LC 12),7=i 12) FORCES, M)-Max.Comp.IMax.Ten.-All foxes 250 Qb)orless excaptehenshow. TOPCHORD 1-2=-23&2]6,23=68&556,3-4=-8681556,45=23&2]8 BOTCHORD 9-lo--39&583.]-9-36]1593 WEBS 39=4961420,240=66929],4]=68&29] NOTES 1)Utbelenced moi Ilea loans have been considered for Bib design. 2)Wind:ASCE 7-10;Vu11=130mph(3-secand gust)Vasd=101 mph;TCD[S.Opet BCDLd.0psl;h=25tl;BASF 1=2411;eeve=lfl;Cal. IC Ery B;End.GCpE:C18;MFRS(directional)and CC Extedar(2)01-12to31-12,mtemr(1)31-12to BBB,E ador(2)49-8 1012-9-8 rone;ce RS for len and might exposed er DOL-1.60 IaM1 end ulpDt exposed;vomM1 len aM RgM elyose0:C-C for membeu ahi forces 8MWFRSforifar s shown;Lumber OOb1.80 adnlate gdp DOL=1W 3)-That 3s has Deepdesignedfore 10.11 psi Gottenchortln live Mbadhanconprl In al 1dM etva erer livetangle 4)'TTIs bets has Deerttom c ed for a Ian load of members on Ma Dottom cM1ON In all areas where a redanple 36-0 tall by 2-0l Wide wgl Ilieemaen the carmscllor0and byoarty othermembers. 5)Provide medl0nlcal cormec0on(Dy otheu)of imas to beetlng plate aapade of wilhstardlrlg 278 to uP118 M joint 10 and 2881b uplift atJoni]. QWA--a-VMIy GYan pvnrslan mMaE40NalE9da—ANOM'CLUUEOMIIExaEFEMNCEpdaE—""] .feVY1iI6 BFfaaFUSE ware wuforme Muy rnmmnenaoo,. ro,m.mmd�.xna e«urwon wamemas., .aMera a,n drew.L.w+ro�m Li.,r ninry[lem &Note use,llw GJ�YxldaMrwr Uv.¢I valh lf¢QYxlearllh ol0.'LTNarele,suMpM+eNYYcNvnte nt We1Jn Tro ryawnv if . Wlmlgdffidr.b lqe k' IMI hto pewnl Wcellrq o11MMYxv1 MuweDUA/a lwvOmaMas WY.PWXaW RmW W atl UenM�enl trwib advarirMY4redMaMMllYmllo PeVanlcWRw xllDpnde Poau lfVeYaq VM�IY WnaP.ka�r'�el OrkYnce rd uxl Ma reD4 pub 6tl Gtl. IWkanm MVVWedMw�Y.aeclbnatlMN' YI 011mm�rM Yue MiMntseMNI91N14xIh DAxb,Db49 W9BCVMMnO<urWrur0 iuTM1R aetlo yAMV INmMM artldxe kuu er®%aIe YWMe.RIB N.lee SYeeL SaR3i2 Pkr�W]Li Va'II314. Job Teres True type GH PIY T1O2 62 11653TOA TW Gammon 1 1 Job RBIelenw o Poml a416ng U.P.SuppH. Jazkaonvilb,FI32266 8.010SApr 202018MITexiMusBies,irc. FO Jen 1312:59:222017 Pepe1 ID:Iv8P56ab3KYLbd9mJ abGOyMIISI#bOpars9CrygrroRW%WryzbwJ9HYo%gAjRRmnFR Ppg 1182 15 iD SOB Ie,p Ii0 -09 Pe 5e8_ 3ub=1<6.5 3 emf2 14 l3 4 aE. 2 4 u Is 2 II 2x4 II � l 11 l0 8 a B 3M wo= 30– 2a O 2t4 11 b G 1. a 10212 B5d b.E PjAa CffsrM 11:024088 ] LOADING(psi) all,1: G- 2-60 CSI. GER. In Ilac) IMaR IM Puns amp TOLL 20.0 Plate Odp DOL 1.25 TC 0.4) VeMIL L) 0.19 9-10 s999 240 WN 244190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Ved(TL) -D.29 610 >M tan BGLL 0.0 ' Pep Stress Inc' YES WB 0.48 HOR(TL) 0.02 ] Na Ne BCDL 100 Code FBG2014?PY200) MaMdx-M6 wWleb1:112IE FT=209b LUMBER- BRACING, TOP CHORD bet SP Nat TOPCHORD StruUuml wood steathing cleanly appliederra-0.0 co purina, BOT CHORD 2x4SPN02 excepts antl vediosls. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-163w braving. REACTIONS (Ib/BGe) 7=79]Po-",I0=)4b0-38 "W"Harz 10=1 WILD 10) ,he Uplift 7=-265(LC 12),10=269(LC 12) FORCES. (to)-Mex.ComplMax.Tan.-All tones 250(Ib)orless exceptwhanshown. TOPCHORD 1-2=-242.282,23=-627/526,3-4=628/525 BOTCHORD 610=-3)1/566,7-9-330/513 WEBS 69=4(=385,47=74&381,210=E484262 NDTES 1)Unbalanced root live loads have been wneidared for this design. 21 Wh10:ASCE 7-16 Vu11=130mph(3-second gust)Vazd=101 mph;TCDLd.Opsf,BCDLd.Opsf,h=25X;8=4511;t-24R eave�fl;Cat. II;EV B;E.L.GCp".18;MFRS(ObeWanel)and C EMeriar(2)61-12 to 31-12,Int nor(1)31-12 to 9-98,Exle'i-r(2)49-6 to 12-9E Wns;cantilever left and right exposed;and veNwl left and right exposed;pomp left and right aOOadd C-C for members and lames 8 MFRS for reactors shown;Lu nber D01-1.60 plate gdp DOL=1.60 3)This tees has been designed for a 10.0 PSI bottdo chord INe bad nonconwrrent with any other live loam. 4)'This truss has been designed lora live Toed of 20.OpSJ on the bottan cFON In all areas witere a rectangle 36-0 Oil by 2-0-0wide Wil In between the bana'n chord and any other members. 2)Pmvid,mechon cal ronnedlon(by others)of Mass to baedng plate capable of wltOstanding 265 to LININ at joint 7 and 269 In uplift at alts 10. V wJPNWfi-vIrN4O1Pe PYw..r--1--a aaTEe as MIa Ae'NCLYMO4VIEN aEfE.9INCE"a NW]I]Jrw.lO91A15 aEFeaEaair �T v. 1,v—u'1Y'�1ln fNldtwmnecMn.Ire U—I rnJY upun rwianxlmstiwrHi cM eux mYglNdglhWM{c[mlmanl.rot r} Inm MlBrn.Pelee ue.IM WML90e[4m malvalN meacVw:a+Illyddeix�Namelewwtl paPorIYMT*nala ME Ca+4.INO Re ovadl Irak IVAJrV Wi�r�, Wal'gYdGalsiwb Pe�rr1M m9dYNIMCLellnmwebmn/acMOnrerrLgi MY.IO:IIb�tl lanR aYaW�n✓�wr�llamJV •dWgsreiAeOb YttlMaW bpevsACG[{mWr„p.ode Po�brrxeMeY otlptterN6 nap.fa9]�'ers 6d��'a reWtlrq Bye gy06PeM EenBM. {Yxt lb+fluWe.dawMwaeeYsm]b09rV o1Lr®aIXA BimeMern61B&VIWRII YrtlIH CMM.DLdaaq BCL4tlgCMFarwnr TenW.FL Ytlte ayy2 x/pmynr awMls Yan tna�BVOble.218 N.Iee Slree1.911e d12 Ne[dYN.V.e'YL111. ,left TNN TNN Type OM Pry T1022Tl83 11053TOA T04 Common I 1 Job Fine a(opborel Conferees Supply. JeckewrvilN.F132258 B.OtO SAp 202016 MITek lndustriN.lre. Fri Jen 131253:23201) Page Building Comp Ip;N0R58ob3KYLSO9ml_ehGWMflS-HE900CSUVWrn__LpOGJ4jPAwVL_ZlslonNNVmrvmFO 411-0 478 13912 1030 N1d 440 624 4512 6x8_ Sub=198.5 3 ZF12 13 �11 4 14 a9 u 5 as II � Ip 9 16 16 0 7 6 ti 46 a = 4x5— = '46= 4a= .7 12.56 193-0 94.7 6016 s14z LOADING(pd) SPACING- 2-00 CM. DEFL In (lac) ladell Ild PLATES GRIP TCU- 20.0 Plate Grlp DOL 1.25 TC 0.ZJ Ver(LL) -0.OB 7-9 >989 240 MTN 244/190 TCDL 10.0 Lannert DOL 1.25 BO 0.33 Ver(TL) om 910 A(10 180 BCL- 0.0 ' Rap Stress Ina VES WB 0.54 Harz(TL) 0.01 6 Na nor SCOL 100 Cade FBC201V P12007 Nlatrx-AIS WeigllC ii8lp FT=20% LUMBER- BRACING- TOP CHORD 2a4 SP No.2 TOPGHORD Stm=rN Mal sheathing dasdN applied or 6-0-0oc purlins, BOT CHORD las SP No.2 smept and Vern als. WEBS las SP No.3 BOTCHORD Rigid ceiling cursory rallied or 1000 w bracing. REACTIONS. (Iblsim) 7=752N-7-4,10=482/0-3 Q 6=2066)5E Mex Hort 10=120(LC 10) Mex Uplift 7=-98(LC 12),10= 17(LC 12),6=IQLC 12) Max Gmv 7=752(LC 1),10=482(LC 1),6=214(LC 22) FORCES. (Ib)-Max.Com,ftW Ten.-All forces 250(M)or leer except when shown. TOPCHORD 2-3=433/169 BOTCHORD 410=481418 WEBS 2-9=2521162,39=93/424,34=459/48,4-0=-27M157,2-i7--37428 NOTES- 1)Uns na roof IlveloadshavebeenwmlderWfathisdesign. 2)WIW:ASCE 7-10;V W=130mph(3Ncand gNt)V==^_101mph;TCD",Op f;BCDL=S.Opsl;h=2511;8-15fb L=26ft;eave=4ft;Cal II;Ex,B;End.,GCO=0.18;MFRS(direcmnal)and C-C EMMOF12)04-121031-12,Intellor(1)31-1210 47-8,ENeror(2)47-8 to 12-7-6 mm;C-C for members and fomes 8 MW FRS for reaorore shown;Lauber D0tr1S0 plate first DO1=1.80 3)This"a has seen designetl la a 10.0 pat boftan chord ge,load nomonwrrent MM any other live loads. 4)•This truss hes been designed far a live load of 20.Opsf an Me bollen chord In ell areas where a reastal 380 tell by M-0 Ace An lit between Me bottom chord and arty other members,AM BCDL=10.opt. 5)Provide mtthanicel wrnedlon(by others)of WN to bearng plate capable of vNhstanding 98 to uplift at joint 7,47 to uplift at joint 10 and 141b Uplift at jdR 6. Q ry9Myla-y�l6.dy/anpwnyw ypgPAa NarEa PY IX64Na tlKtY0E0 xMENPEFEMNCEP4aEMb)4Anv.lOOYNI6BEFWiEUSE Deaft, adro,aaalNpara, xcc",aa„Caa,aOarzf WY uppn paoro urs5lawn wW Kld m sw M"IMtlxgam,{wrc Lrol LUM1em.Value ue.R41w ua4Y,w mulvw1N11'a MWlcadmol,lmlT ManenxsaW aa,x�uW�ale f8denn h10 Me—al,l MRek• Wagdeaft, Bac6gaYlxal�bM PeVenl bxI1V NYWLad Mo Webatl/wcMtl�MnLaa MY.NN1bd RmMa"�MFw^�ra.-I V b W'Ns�eQAed lw 9tllMa'dlopeYmiccU4 Mn WaMaf-titdvEYVeYTq pgreriYMn�a.rw0emda3du�ce reJwd9Ma 6W4PUYa EV BMs. ablwrMur 0. dei lahe mec1MnanO haAg off. street..fM1'aMN6gRn Ga.C41aN.Of6d90M CLauMnpCwnWMn1 iwrpe.Ft 3b10 1yelYy4gmpMn pWMe Ywn I�flale aunMa.218 H.1ea9aeN,aM912 Na%tlN.h V,a YL314. Jab Trina Thus Type Of, Ply T1022Tl84 H isnrPOA TOS Comers°^ 1 1 Job Reterellce 0least Buanlry CompduM Supply, Jacksorrville,Fl 32266 ..O+OSApr 202018 M1Tek lMmbim,Inc. Fd Jen 1312:69:24201] Paget 10:N8R580b31MbdemLsllGO)MrjS IOIIIgYIeggSrBe'a'AN]MAEnHVMVIBb6_fgVKznnFP 410th 94-0 1bb0 10J0 N00 4&0 090 31F0 Sow=1465 56= 3 0.03 12 13 12 ve 6 4 2 14 1, If L4 24 II 3 p i 5 46= 4x10= 3ID= 46= B it +z3J 1830 2P1a 5108 LOADING(Pel) SPACING 2-00 C51. BER- In (secs W,8 w I'll GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.54 V,d(LL) -0.20 910 >]i] 240 Wrap 211/180 TWL 10.0 Walther DOL 1.25 BC 0.]3 Vert(TIL) 3.52 990 >2B1 1W BCLL 0.0 ' Rep Stress bar YES WB o.46 Horz(TL) 0.02 8 We Na BCDL 100 Code FBC2014/]P12007 whix-IAB Weand:109m FT=M LBZIBER- BRACMG TOPCHORD 2Y8 SP No.2 TOPCHORD Stucmod!wood.1mathing d0ec11y applied or 06-0oc pulMs, BOT CHORD 20 SP No.2 except and verfiew WEBS 2x1 SP Ne.3 BOT CHORD Rigid calling directly applied or 1000 x bracing. REACTIONS. (INslze) 10=700'03-8,SFB 9X I-12,1 1/03-8 Mex Hoa 10-120(LC 10) Mex U,ftM 10=04(LC 12),6=-93(LC 12) Merz Grav 10-]00(LC 1),"n(LC 1),]=98(LC 3) FORCES. (Ib) Max.Comp,10ax Ten.-All mmw 250(Ib)prim except¢hmn shown. TOPCHORD 23=61M181,34=612/180 BOT CHORD 9-10=-110/584,]-9-8&406,8-0-89/486 WEBS 3-9-]9/3Te,2-10=5981140,4-6-E 141 NOTES 1)Unbalanced roof live Inds have been conardered for this resign. 2)Wind:ASCE 7-10;VUIP130mph(3-second guest Vesd=101mph;TCDL6.Opef;BCDLd.OmC h=2511;8=1581 1=24ft;eave-1f1;Cat. ll;Ex,B;Encl.,GGpl=0.18;MFRS(direetionel)and C-C Exlerbr(2)01-12 to 3-1-12,Interim(1)31-12109-]-8,Ededor(2)9-7 8 to 12-]6 zonal let members and tortes 8 MFRS for eve"om shown;Walther DOL=1 BO plate gill DOL=1.80 3)This tans hal been designed for a 10.0 psi thermal Orford live load nonconpunent with airy other live bads. 4)'This truss hal been designed fora live load of 20.0luf on me bonom chord In NI erem wfiere a rectangle"0 mll by2-QO LMde Wil fn belwsen the botlam chord and any other members. 5)Ferran,mechanical connection(by others)Of puss to beading plate capable of wllhstanding 8410 uplift at joint 10 and 93 It uplift at joint 6. VWI,MMe-VeMYbtlanpaenxrw=wd seen None PY I AND MLUUEa sare.X.NCEVMExO)013 m.1 .V11 a..9EU5E nv'99,..la—cv,.Mltl.Rh `vvnn k Uwi. .o .-m—mrssMrvmmlklumMMhitl WIWp—l-vert-1 MvyyYarri.aerue�.0a Miiq WM1Vnm mu:f-st, e9L lubtMo,Ceaq�Pxarretersaxf P�R+wIYxx:aWnb IN`mOr...Ra ovadl e°uannow, aacFfor]caMdNiUlxavenllxrcleree,ritlwdx3taw.reea.,/amordmwreeaw4y oaRmetlt Marymdow anecuo una Mil a awM,retlMe]MVIoprYaW bPewnicdlWe MlNIxw44a F�ws✓1 haLyad P4wrIY WnLW.fa gerwrtlQWLnca re&"xU•V Ma 6aW 4eike Ea Irml. yvki4yn.ylppy.�9.'aryaeCecn ygyp MurmllM axtllie M1dn lrw Muse NhUN o 11."me M1wrm1, M5Wie,tfz. H 4VRmo1Q4.14M.0]Id9aYaCN a�lq CMpanxs Teirpa.GL 3�I0 Jab TNN Tame Type OtY PW T10222T85 863TOA TOB Common 6 1 Job Ref �Indusvjm BUNirp Component Supply, Jedcsomwlle.FI32266 0 Ap 2020 �J.1. 5201 Papel ID:NBR66ob31(YttdBmLallO 15-OdH8ruuIR7DZp1VNMWBUT61widlEDe0O,m mFO I-0OB 0-0-0 1Na 1&38 Npg 489 b9-0 3110 SfJf Vaaa 6ffi_ 3 am 12 12 11 2 19 10 G II 5 2x4 II 1 W 4Xs= o-1b 1838 o-aa se a LAMING(peO SPACING 2-0-0 CSI. OEFL In (Im) IMafl Ud PIATEe GRIP T. 200 Plate Odp DOL 1.25 TC 048 Vil -0.17 8-9 >BBB 240 WIND 24M190 TOOL 10.0 Lwnbel DOL 1.25 BC 0.81 Van(Ty -0.44 al >492 180 BOLL 0.0 ' Rep Stress per YES WB 0./B Hocn TL) 0.02 6 Na Na BODL 10.0 Cotte 19 C201I/TPI2 Natdx-MS Weight 10910 FT=20% LUMBER- BRACING TOPCHORD 20 SP No.2 TOP CHORD Structure!rated s0aalNng directly applied or 6-60m puhins, BOT CHORD 2x4 SP No.2 exeepl and samcale. WEBS 2x4 SP fill BOTCHORD Fill aa9ing drec0y applied or 10-0-0 cc bradng. REACTIONS. (Iblsiie) 9=720N38,6=72010-5-8 Max Harz 9=-120(LC 10) Max Uplift 9=-]8(LC 12),6-81 di-C 12) FORCES. (Ib)-Max.Comp.Max.Ten.-All forces 250(Ib)or less except Ymen shown. TOPGHORD 2-3=6511170,34-6491 BOTCHORD B-9=-1031808.68=-82/512 WEBS 38=8]/412,2-9=645/12),b6-708/135 NOTES 1)UnbNarlced nlof Here loads have been considered lar 11115 design. 2)WIM:ASCE 7-10;Villi 30mph(38acmd gent)small 01 mph;TCDL=5.0p f,BCD".Opaf;h=25ft;B-,15f%t=2411;mW::iiX;Cat. II;Eap B;Erml.,OCp=0.18;MFRS(diredlon ll)and G-C Exlaliffi )0-112 to 31-12,Infinit 1)31-12 to 9-7-8,Estedor(2)9-78 V,12-741 am1e;C-C for members and forces 8 MFRS far reacumm shown;Lumber DOL=1.80 plate grlp D0,-Te0 3)This truss has been malignant lora 10.0 pat bozo n chord INe batt mmmnwrrenl at any other INe loads. 4)-Thus truss has been assigned for a Ilya load of 20.Opsl on the bottom chord In all areas where a recmi"4)tall by 2-M Wits yell fit bdwes,Ne batten chord arw arty other members. 5)Protide mechanical mnnaction(by cause)of fares to beating plate capable d withstanding 78 lb Uplift at lend 9 am 81 Ib uplift a1 point O. are . V",aYac pns'nlme,W eFAa mOIES ON TINA ANO mCLVOEa mlrEa aEFERANfE la.. ue n✓.a 11farPoaE USE CWy Wpla riauaYYiiall,Mllekbccnneclwa aYxaes'NnktwnauYYu{m arc ereviNWm.vntl elumMWef rWWgcwnWannt aui k Wtlaixsre2meOb,�M1taaalNy.mxxlbMpnamva]ndl cPoJY�V olvinMmepa7Mt�JeMmCaa�M#amI�adonMletlEKWYirmV�adIMLP/IaLR9BnI eaWallaYRfd�mrWCd mwama_pb1att,halrL�Y�A.Mae9atlawkgumalaCkarnlmYcMahMle$9nYan dn34io anoveaal ahvgLau.anuhisandawwnH.Prou/ craum«waawr.aaacceence .E:1.-I, MaTeeWaryGaeeFhk malwasNocal 3e6S10a X4. wiMda M1aah ao4 PabaWMe.RIa N.I�SM1eal.5tl1e 312.NaXWH1 VR'SY314. Job Toss TMea TYOa OIY Pry T10222M6 11853TOA T13 Morropikh 3uppMetl Gade 1 1 o R I fma0 SWMirg Componwf SrgRy, Jecxeomilk,FI32256 8.8105Apr 202016 MiTek lMuaNas,ItS. Fri Jen 13 1iP4noA 2629x] ramal ID:Iv8R56o63KYL0dBmi eM1ClayM115rgrW20uNCRLPRPAZUYggiM11_iP4mAYO518xaDrvmFN 1POa lzoe em 1z1 swb=150.2 l4 X16 12 3d,i 10 B 6 ] 9 5 4 a a4 11 2 ]e 20 2B 2] 2e 25 24 Zo 2221 RO Ia 16 17 1. ass II 1]-08 1]-08 Plate Operate Y- 30:02-80-1-0 LOADING Qaft SPACING 240 CSI. DEFL In (Ice) Vdefl lb PIATES DROP TOLL 20.0 Plate SHIP DOL 1.25 TC 0.41 VeH(ti We - We 999 NfT20 244/190 TCDL 10.0 Lumber DOL 1.25 BG 0.24 Ved(TL) We - We 999 BOLL 0.0 ' Rep Stress Incr YES W B 0.10 Fbrz(TL) -0.00 16 We We BCDL 100 Code FB(32014/TP1200] McMx-S Weight 150 Is FT=20% LUMBER- BRACING TOPCHORD &4 SP N0.2 TOPCHORD SlrucWrs send something draw,apt or 640 oc party, BOT CHORD 2x4 SP N0.2 except am ve0ose, WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 1000 ce bracing. OTHERS 2x4 SP No,3 WEBS 1ROW at harder 1518,1417 REACTWNS. AllbearingslZO-8. (lb) Mat Hoa 30=242(LC 12) Max UpIIN All uplift 100 lb or less at iolars)30,16,17,18,19,20,22,23,24,25,26,2]except 29=28](1-0 12) Max Grav All reac4ons 2501b or less st IoIn116118,17,18,19,20,22,23,24,25,28,2],26,29 except 30=352(LC 12) FORCE& (Ib)-Max Comp.IMmc Ten, All forces 250 gb)or Iess extwpt wren shown. TOPCHORD 1-30=3831106,1-2=51fil16],2-3=40N130,34=dT]/122,45=344tl10,5 -312199, &]= WEBS 2-29=-1091-1094 288 NOTES 1)Wind:ASCE]-16,Vu11=1301hph(3-aec0nd gaag Vasd=101mph;TCDLd.Opsf;BCOLd.Opsfl R25r;B= t;1-2411;save=2r;Can. 11;Exp B;E.L.GOpl=0.18;MFRS(tlirectlona antl C-C ComerO)0-1-12 to 3.1-12,EMerpR2)3-1-12 to 16-1O122one;C-C for members and forces&MW FRS for mactiona shorn;Wmbx DOL=1.80 plate grp DOL-1.60 2)Tensaeeslmnedhorslndloads In the plane of the imse only. For studs exposed to Wind(normal to the face),see Standard Industry Gable the Delete as apshoute,or..It quNli bullding designer as per ANSVTPI 1. 3)All plates are 2x4 W20 unless M romise indicated. 4)Data requires conflnuous hancon clwrd wiling. 5)Them to be hilly sheathed roar arra lace or sernmly braced against latest movement(i.e.dial web). 6)Gable crude spaced at 1-4 0 ce. ])This toss has been tlaslgnall for a 10.0 psi Eofern chord live load nono.nragrent wtlh any other live loads. 8)'TMs truss has been designed lora live lose 0f 20.Opsl on Ire bofoar,round In a ll areas Miers a meta le 380 tell try 2-0-0side MB fit belsse,I borers chuM aeM airy ofwr members. 9)Protide medle ft almmrecili on(by offers)of toes to Wang,plate capable of w111vtartlirg 10)Ib uplift at joint(a)36,16,17,1B,19, 20,22,23,24,25,26,27 except gl=ib)29=28T AWdgNWf.-eMM aim, amwuea4 aEla NOTES dII.WS JNa WCLYOEO INEx aEiENRNCE PdOEY6"to—.rM4YM15..PONE VSE �IJrWMI«msdYVWm M1Nlx4®corvgaaa lou'maenatr W«Jv arra,Wr—.I—Mwn.aM trumMlN9^'2 rultlbJ�T^^Mr,enx ml k�wnam.an«a�a.ew MAerrpdaoprpr nam�•amr mavBAomlryaaaapn p�an,elaNaxi w«+anv w«.P«rna rca�>e4er,nb ire orans ek, UAt1V da40rt aa'1ri9YxaruledkbpTHtlhcll.No(Y MJW MeweDUN/«clnOmernL�i«iIY.MHMnIbmYerYaglNrrr,aartld lr9 koMWNnapA�la NL.IYm]b Waaeracdll+'rs wlmF�Ha F.�drdk4EY utl PMerM6nroy. r«�wrtl pYhcerp�dxxl are 6Po<RM EMBM. lM>hunforma evareasaoo Csuilmebr�wd1�se Street, reaMWRII VA MMtMb.WLa9Yq kLllWM�9Ew�Www� T.riW.il F610 UWY Wanv4Men wr4ma wren Ina Rrna rmnn.,zlo N.laaslreal.s4W alz PleaolYNlvwzzal4. Jab Truse T.Type Ob Ry TIWU767 I1853TOA TR ROM seadat 10 I Job Relerence fool Baling Comperval Supply, Jecdonalle,F132256 8.0104 Apr 202016 MlTek lndl¢tries.lnc. Fri Jen 1312:53:2]201] Pagel ID:NBR5Bok3KYLbUBmi_ahQ0yM115 A?OVGZ d1TG2bfl2FL3ERIR6M`p6XrwU6lrvmFM 68d 1133 1]48 11H5 SS13 F&5 Sure 1:66 34 II 5 add 12 11 4vb i 4 ave 5 3 2 10 3W II 1 0 0 12 ] 13 4,6-6 ale, gyd W] aa4 eaw L0AOM2G(plat) SPACING 2-GO CSI. ma. In 0.) Well Ud PLATES GRIP TCLL 20.0 Rete Grip DOL 1.25 TO 0.35 Vet(LL) -0.20 68 >992 240 MFA 24M190 TCDL 10.0 Lumber DOL 1.25 BC 0]1 Ved(TL) -0.38 S8 >523 180 BULL 0.0 ' Rep Stress Inc, YES WB 0.59 HorzQL) 0.02 6 Y. We BCDL 10.0 Code FBC201GFPY200] MMrk-MS WeIAM1l:1001b FT=20% LUMBER- BRACING TOPCHORD 34 SP No.2 TOPCHORD Structural wood sheathing Mmdly applied or ad purims, BOT CHORD 2x4 SP NP.2 except end whicals. WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling cirectly applied or GPO oc timing. WEBS 1Row at mltlpt 5-8,4-6 REACTIONS. gleslze) 6=67OI1l4ecM1anlcM,9=670ffi Mea Horz 9=242(LC 12) Max Uplift 6=151(LC 12) Mex G.6=]14(-C 17).9�]0(1_0 1) FORCES. (0) Mex.CompJMax Ten.-All forces 250 Mg Prim except when shown. TOPCHORD 24=692120 BOT CHORD 8.9-235/6913,58=1266413 WEBS 48=42(456,46=-626g92,2-9=5]W0 NOTES 1)W Intl:ASCE]-10;VUt=130mph(3secmM gIW)Vasd=101mph;TCDLd.Op f;BCDL-3.Opsf;R25I1;B=45ft;L=24X;eav R;Cat. 11;Ely B;End.,GCp1=0.18;MFRS(dlreMlonel)and C-C Exterbr(2)01-12 to 31-12,Inherent)31-12 to 1&1612 zone;C-C for membem and forces 8 MW FRS for min iow,shown;Limber DOL=1.80 plate grip D0Lr180 2)Tell Vues him been designed for a 10.0 pat bottom chord live bed nonoorwrrant Win any other live bads. 3)'This trues has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 380 tMl by 24 wed tall fit between Oe bottom chord and any ogler members,6th BCD =1( Opsf. 4)Hear to girder(s)for inew to truss connections. 5)Provide meche0iol connection(by olives)of Inca to bearing plate Parente of YAM1etanding 1000 uplift at joint(s)except 61=11c) 6=151. APNMp Vxtlx Cern pxs+xteieM ande NOrE4 P'I rMb ANO wd'.MI,Fx.EFEP .eacle.]0da m.f0VYA16BEFONE c.. cesLJl WtllwuadJY In MIIeA®cm,cdds.Rh OeLnntGoxtloNYu,v1{u'relrvn Ywwn.ma erd mYWNAM bAJFq c'.mpav,nl.ion nln Mbm twor v.Ihe bYAep 0.Lyx n v uK mlN 11¢4Y�lICKi11vo1,IxYjrlpanelusaM Ph,oey.i `Pv`.nedweennto hill dl Wdhp(Im�r.11¢fg MNletlhbproYonllxV9g MYYRukdll nlmwebml/acl'Ytlmer lSorM eadawheare lI'a"'l�mNle lul MiTek' 6Woyr�YeOM aYaINm]to Pevenl coAdyse xlmpola Cerwxa YelY"ou"YalYa"'. Fd0e 'Pl'do" 'yadypwda 400{Peke EY B1A. lkxkalM.Ydgy,4H,gy.axM Na M2g 218Nm [ Mp WW31 wVlL/Rn VA=14aNrkr.Dl904 ant aCdlaVMgCUMClent ie FL]3410 MplkarMm a+tldlMe Yan hn Mala M2Me.218 N.Lea3am1.SJ6312 NeralMi V/.Y[311. "�' Job T. Trude To. 011' Ry T102III80 118531T1s GABLE 1 1 Job Reference misti BD10sApr 202016Muaiaa. xJan 3221) page 1 0ardtgCsmporem Suppy, 10:NBRSb3KUemI_e0yM46eBVHTwQb7BfEasindW-KE3Wpw2mL ]E 12 SSB Sub=135.0 Sae= 2 5M Fim 25 I 4 + a OF,I as o -t ]At2 N V Al2 Plate OlbelslXV1 t G11Etlpe1f2U3OO2-0113'0-2- Edlel - LOADING(pN) SPACIt 2AO CSI. DEFL In (bc) Vdan Iltl PLATER GRIP TCLL 20.0 Mete Grip DOL 1.2II TC 0.75 If ti 0.19 4-18 >971 240 Ali 2441190 TCDL 100 Lumber OOL 1.25 BC 0.]0 Van -0.29 4-te A44 180 0CLL 0.0 ' flap Slues In. VES WB O.t3 Hoa(TL) 0.02 3 Ne rVs BCDL 10.0 Code FBC2014RP1200] Matrix-MS Weight.7 to FT=1M LUMBER- BRACWG- TOPCHORD 2x4 SP No.2 TOPCHORD SVudurel aeod sheathing directly applied or 3-10-fox padre. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Caf,dredlyepplled or 668 x busing. WEBS 2x4 SP N0.3 OTHERS 2,4 SP N0.3 REACTIONS. (Ib Maxx HoHo 3=59(0-10,1=5e4/036 rz 1=40(LC 10) Max Uplift 3=-213(LC 12),1=20BILC f 2) FORCES. (lb) Mex.Comp/Max.Ten. All tomes 250 f1M or less exwpt wlwn shown. TOPCHORD f-2=955985,23=934/762 BOTOHORD 13=634MIS3-4=534/813 WEBS 2-4=383YJ16 NOTES 1)Unharmed roof live loetls have been xnaidered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gal)V.d=101mph;TCDLd.0paf;BCDL=5.9wt h=25X;B=451t 1=24X;aaw-r1l;Cat Il;Ely B;Full,GCs=0.18;MFRS Min oli0nal)and C C Exte0or(2)08-810 388,Interior(1)3fr8 to 7-8-12,Extedor(2)]Al2 to 10-8-12 inns;oantllever leg axpc®ed;posh telt upoest C for membero and forces S MW FRS for masllons shown;Lumber DOL=1.80 plate grip DOL=1.S0 3)Toss tlesigned for Wnd loatls in the plane of the tw s only. For studs®posetl m Mn0(rotmal m the lase),see SlentleN InOwlry Gable EM Devils as applicable,x xnsull qualifiW building tleslgner as par ANSVfPI 1. 4)NI Malas ere 20 MT21)unless Mhemise indicated. 5)Gable studs spaced at 1-4-000, S)This trues bee been designed for a 10.0 pst bottom chord live load nonconwrrent with any other live loads. 7)-This INss bee been designed for a live two of 20.Opst on Me Whom Mod In all areas where a rectmgle 36-0a all by 2-0-0 wide will fit between the bosom chord and any other members. 8)ProMtle mxhanlW connection(by others)of Trus to bearing plate capaNe of withstanding 1001b UWd at points)except Ili 3=213,1=208. tlWANNWa VxNy GYpnpeimxlart mCNGaNOIEe CX IXS ANe MLLWEO MIIFNPEFERiNCE M YTYN Wyyn WNIu�eaoNY'�Mn Lxtek®ccn�ccMNi.MsdaYq,k W.vef oNY�M1^R'^o,reles Lww,. 11 .i t mnmlam Befaeme mwolipimuoluft.l 4ux�N000nv ra�eteso t I_ii Wagtlep,.amJq RYJtmBtlkb Pavwl LucWgot.vJap.]msweOm—oMtlmemMn a . t ,r oe e.,Ilnd1M �(• kde'rM�oQWeakx WbYMa'AmNewatcMl4�—=or nth-dYery aN w%>Cawsh,di I11, MPUMAw a sle GtU rc,e NwhM Fu1896 wee, dxnon Mt,Mogot18 N, —=or W31 WeK1WIFn VA M4,xb.osea9cM as le niryk.FL aaelo YIp111dn a'F1eMtle.wn l�uW Rale YUllliRe,219 N.1ee5hael.MW 31%MewYJh VA2R31 E. Jab Ory Ply T1 T. T.Type e:222]� Tell T16 Raid Spacial 1 1 �..S� Jab f f WIMiN Canpolrs BLpdY, Jecksomilb,F132266 L 0 m- P 20 B M d i F J 312 p i Pope Ip:NBP58oh3KYLbOBIM_eM1G0yM11560W1M1FdVMI WfiepN%ICBIwIM:0:29 W17 NitI ]A92 1'15b 1558 7A 12 S&12 2'SO 6We=1:28.8 5x8= 2 5.0 12 14 13 3"_ 2x4 11 2 4 III I I� �d e 2x6 II 6 Irb= A8 I .1 7812 f3S8 1SSa 'is 7" 5612 208 Plate Otlaets Y 1:0.2-120013 2:03-00-2-4 LOAgB(i(psi) SPACING 2-0-0 CSI. DEFL (Inc) gda8 W PI RTES GRIP TGLL 20.0 Plata Grip DOL 1.25 TC O.66 Vogul 0.15 58 >m 240 MT20 244/190 TCDL 10.0 Limber DOL 1.25 BC 0.57 VoMTmL) 4.21 56 >868 180 BGLL 0.0 ' Rep Silesia Ill YES WB 0.18 Hood TL) 0.02 5 We Na BGDL 100 Cotte FBCMo F`12007 whor MS Weight 581E FT=20% LUMBER- BRACING TOP CHORD 2x4 SP Na.2 TOP CHORD Stmdurel wcatl o satiing directly applied or 4-10-12 oc pudbw, BOTCHORD 914 SP No.2 except and vetical WEBS 914 SP No.3 BOTCHORD Rigid ceiling direclly act or]012 oc timing. WEDGE Let.2x4 SP N0.3 REACTIONS (blsim) 5=596N-58.1=829N36 Max Hort 1=SuLC 11) Most Uplift 5=-216(LC 12),1=225(LG 12) FORCES. Pb)-Mex.Camp.IMax.Ten.-MI force,250(Ib)or less except Shen shown. TOPCHORD 1-2=669/882,2-3.8231884 BOTCHORD 1-6=-591]]2556=-5911]25 WEBS 2-6=3371328.3-5-8]41813 NOTES- 1)Unbalanced roll Ire,loads lave bean considered Im MIS all 2)WIntl:ASCE 7-10;Vitil301aph(3sacmM gust)Vital pool TCOL=5opsl;B001--5.0pst;h=-25X;Ba t1=24X;eave-At;Car II;Ed,B;End.,GCp=0.18;MFRS(directional)and 0 0 Exterbr(2)004 to 3051Medor(I)300 to 76-12,Exlehorl2)781 to 10612,Morrill trill 1356 to 15212 roro;cantilever let egwsed;patch let exposedG-C for members and forum 8 MFRS for reactions 511own;Lumber DOL=1.80 plate grip DOL=i.6O 3)Provide adequate drainage to prevent water pon ang. 4)This truss has been designed for a 1o.o pd botom chord INe load not mocurl with any other live out 5)'This Imes hes been designed for a five load of 200W on the botom chord In all areas wham a redalgb 3001a11 by 26 0 wide SAll fit between the bottom chord and any other mombere. 6)Pul mechanical con ted on(by olflem)01 truss to heading plate caped,of wlmsta llg 1001E uplift at oings)except gt=1b) 5=218,1=225. p-Is--VneyMNpnpa'uwnrt-1a .IOad.PY than CLV0E0.WERPEfENINCEPR4a ots.1ousel USE ALT WN lalm MYw11n 1NIex®cdeiecMs.RRtleAP h[mtl dYY u[bn P^unefrnflwwn,aNh W m IxNWAM MAdig comrw,enl.roi 61rm+an eelae res.mN Rabgde�lr na.I,renN 4»aywdwry elde4Plpac neleanm Pmr,enrdenw.ragnnlolrem�dl MiTek' orsunu hdwoH(eVwddiK[4MYmOb PevmMcdl4��v.M1 P WmW xeaYOd RUPo11YdT��a. fw0`AryPtlix'a 1dNd91 trwiq yyxa0si,ylggT.tlelAelr.grecinuq pKLw O1tl1¢n mlhlm WYN06 tedYLL/MI YgXN M51e.OMd9aq BCH RiF1eP.O0��eeN OO Pelle Fri ala. yxMY yygllrlq wd'1Je ken 1nm HOre MUMNe.21a N.lee SlreeL 9IIea12 NexmTa.VP2231 E. Te1rye,FL Y1,10 rJob Thus T—type Oty Ply T100II770 118611 T17 ROW 6psiW 1 1 JM RelaercT 0 oral Tek Bailing Carpo.Srgpry. Jacksonville,FI32258 B.OtOSApr202016 MIlMusbies.int. FdJan 1312:53:29201) Peget ID:Iv0R56o63KYLbd9mLe0CAf4JM1S8OWMFxWMI Ivp099N%IUIHxLY2UwgeGMb%%rvmFN 7812 1156 1538 7812 3612 4-0'e Scab 126.7 6�6= 2 S.W F12 14 i,p= 214 11 13 4 12 1 x 6 h II 41B II Ms 1 )E-f2 fld8 1636 41 7d-0 6&12 4A0 Plat QI te(XYI 110.28D l 12'0.300.2 1 LGADdNG(pall SPACINIi 2-0- CSI. OERL In glob) I— UG PLATES GRW TOLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ved(LL) 0.15 58 >989 240 LQ20 241/180 TOOL 10.0 Wmbbr DOL 125 SC 0.58 wda(TL) -0.22 SB >83B 193 BGLL 0.0 ' Be,SM1ess Inc, YES WB 0.31 HorzQL) 0114 5 Na Ne BCDL 10.0 Code FBC2014)LPI2007 Matrix-MS Welght:S2Ib FT=20% LUMBER BRACINa6- TOP CHORD N4 SP NO.2 TOPCHORD Structural w0ad sheathing directly applied Of 5 3-1 Wpurlins, BOTCHORD 20 SP NO.2 except end verdicts. WEBS 2x4 SP Wo.3 BOT CHORD Rigid calling directly epplled or 6-10-5¢Emcing. WEDGE 120 SP NO.3 REACTIONS gbal2e) 5=59&038,16290038 Max Hort 1=48(LC 12) Max Uplift 5=-218(LC 12),1-223(LC 12) FORCES. (Ib)-Msx.Comp.RJax.Ten.-Allforces250(IthorlassexceEsHeirshmsn. TOPCHORD 1-2=-8784692,23=-994/688 BOT CHORD 16=821/734,56=(321)]34 WEBS 2-615=8084842 NOTES 1)Unbalanced mod live loads have been considered for the design. 2)Wind:ASCE 7-10;VUlt=130mph(3escOnd gust)Vasd=101MPh;TCDL6.OFef;BCDL-3.O af;h=2511;B=45f1;IL240;881 Cel. II;Exp 3;End„GCpi=0.18;MFRS(dinedion d)and C-C Esdehor(2)0-0-0 to 3-0 0,Interior(1)30.0 to 7-8-12,Exterior(2)7-8-12 to 10-692,InLOrlofill)11 S8 to 153-12 mire;cantilever lett agmsed;porch le0 e.Phaed;G-C for members and tortes 8 MW FRS for readdor6 shown;Lumbar DOL-1.60 plate Ship DOL-1.6D 3)PhYde ede0ual.drainage to prevent wafer poMlrg. 4)This Vass has been ceslgned for a 10.0 pal boLLan chord five)cad rloilcorlcunerat warn any other III loads. 5)'TMs buss has been designed for a give load of 201 on the carbon chord In all areas where a rectergle 36-0tall by 2-0-0 wide w111 fit between rhe bottom chord and any other members. S)Provide mecHanicel connection(by Others)of Ines to bearing plate capable of"he"I g 1001b upIIR at joint(s)except gl=1b) 5=218,1=223. Al, WC EFE MM1 S"sa ! . N 1 � . 1 I a N I,I 1 1 1 1 I f.. u e. r 1 1- 1 II 4 MiTek fw ow xsl@A v N 1 III f sia f$ 1 o M w� n - .lx lrvd nn ta04 RaIXe Fav 6Xtl. b lkn gwIXp.�'uwy.ae=lbxwxl,x Jrq anl0rwnw vms ssnNSelPll OudlNG .MNean0 aC51WWhpInl ienpc0.9.t6v0 ]arty InlamoXm aWYtAx awn inm Rab Irellwle.2la N.Lee Sircel,51f1e 312 NxrwM1¢VNR314. Jo l, T. Truss Type Cry Ply 710222711 11853TOA T16 Heft Hip Gander 1 1 'JOa RekrelKe loptorell asks"n ComPerad Supply, Jetlepareflle,1132266 0.0105Apr 202016 M1TeklMusfies.lrc. Fri Jen 1312:53:30201] Pael ID:NBR50W3KTtIMemi eI1GOVMfj5ae41ub)tGgn�IJOKIOumeCBMFJG51tKZNw6gI3vmFJ 2 00 606 260 bU0 sw.=1:u4 speoW sat= NAMED 6.00 12 2 9 a 1 I 10 4 a 2M II NAUD 3Mpul 3iW 6.168 60'0 3108 1 PINe Ottea IX V) fY02-fiD - I LOADING (psi) SPACING 240 CSI. OEFI. In (1,c) V6MI Ib PLATES GRIP T= 20.0 %ate Grip DOL 1.25 TC 0.33 Vol D.12 46 >582 249 MRo 24M190 TCDL 10.0 Lumber DOL 4.25 BC 0.92 Vad(T-) -0.30 4-5 >239 183 BCL- 0.0 ' Rep Slrem lna NO WB 0.05 Hai 0.15 3 No Ne BCDL 10.0 Gad,FBC2a14lP1200] Matrix-MS Welghb2l lb FT=20% LUMBER- BRACIl TOP CHORD 2x4 SP No.2 TOP CHORD Structural wand sla l lg directly applied or 640 oc pul DOT CHORD 2x4 SP No.2 BOTCHORD Rigid dolin6 directly applied or 9-210 oc bracing. WEBS 2x4 SP No.3 WEDGE Left.20 SP No.3 REACTIONS. (Ib2in) 111&Medlanice1,4=135RAeahanlm1,1457Po 5 8 Max Hoa 1=24(-C 8) Mex Uplift 3=-55(LC 4),4=-15),1—33(-C 61 Max G.3=1111),4=144(LC 3),1=257(-01) FORCES. (Ib)-Mas Comp.IM,X Ton. All iorees 250(Ib)or less except w8en shown. WEBS 2-5-26MO NOTES 1)Unbalanmd mol live foods have been considered far this deal 2)Wind ASCE 71P,Vult=I Which(3-second gust)Vaed401 mph;TCDI--5o F,BCDL- .Opsf.h=25ft;B-a5ft;L-2411;eal Cat. ll;Exp B;End.,GCq=0.18;MW FRS(directional);Lumber DOL=1.80 dere grid DOL=160 3)Prowde adequate mom,to prevent water pond[W. 4)The pass has been designed fora 10.0 pal Whom chord INe load rancomma nt oath any other five bade. 5)'This truss has been designed for a live load of 20opef on the Whom chord In all areas Ymere a rectangle 380 telt by 2-0o wide Wil ig between the bottom Ovid and any other members. 6)Raul to girder(s)for truss to three connections. 7)Pmvlde,mechanical connection Joy mfors)of Mass to bearing plate capable of wfthstal 10011,uplift at lolnt(a)3,4,1. 8)'NAILED'indicates 3 Ind(0.148'-1')or 312d(0.148'x3.25)foe-nails.For more details refer to MTek's ST-TOENAIL Decal. 9)Hangahs)or otter connection davke(s)shell be provided sufficient to sui concentrated loads)46 lb doom and 0 to W at 2-0-0 on top chard,and 2811,down and 11 ID up at 2 2 2 on bottom chord The daslgruselec0on of such connection devices)is the respwri bully of othem. 10)In the LOAD GASES)section,loads Applietl to the lace of the Wes are noted as Imd(F)or bac,(B). LOAD CASE(B) Standard 1)Dead a Roof Uve(o coma U):Lumber Increaee=125,Rate Iwrea,e=1 25 Uniform Loads(pit) Vert:1-2=60,2-3-6D,46-20 Concentrated Loads(ib) Vert:5-25(B)10=11(9) �WANNNa.eoe,,a,,,asmpn m4 must, as CN.sea ocleand 1NEx a£iEN .p40oai]4A nr.havaeossal aaE ce vuso peyMAMreau naas.IMUE9{T 4 Meee ugy Wm Polamete Lawn,act a fa mlNiW WM2q erb Ila ocmxunnl.wl Oen TeIMp.blas ue.Ra dWYtl Umbra mel vMN Yle 4T1ketlIN of UapP�Nmreiw act pc{u4Y YwaMab Ra�aapn aadl pAybdedy,aa9gx1OIMkbge'sad EUCMVolYV.4x Jeu¢wW ad/aclvUmem[ersdfY M.]�IMyMkno,vo, Pemr3aMda'Jry etlxgsaeaweUbl MwMaW bpevmxcoYgm Nm (nepMfweymgdlcgealy Uanye.iw W^ p£Sacendad9f¢ ap04 Peh£Eae {blCplryn OauJ¢.UeMely.¢(ecyraW da3g olN6e[m11nn M1emxseflVlWMn WfyGigpMdPmU KNNMpCarywrY Trope FL SIMO iytlTxxpmy-n gptL'b Yan 1nn%OafispMa.RIa N.lee Skml elaal2 A`e0�8b VATYl14. Jab Tmae TrussType Get PIT T10222)]2 11853TOA T19 HIM Hip 1 1 .bD Raftereve mcferved Bed"Ig Compwlwa Supply. Jecymhades,F192258 ID:IVa.uluarpreweviemaeeen,,.o,.e,ew. .. BR58ob3NVLbtlMN ehG0yM1158mBP5xyVtm%OrtNHSP?PPkxyj?PRSO]beriFOrvmFI 40A BRO 4a0 z o0 Sole 1:164 46= 2 3 sOe 12 e 1 534 I SII 4.no sine eAA 4od f-me a1A Plat OteM I YF It-a2-0o-1-11 LOADING(0) 6PACING 2-a0 CSI. DER In (Ix) Well lW PIATES GRIP TCLL 20.0 Plata Grip DOL 1.25 TC 0.33 Ved(LL) 0.11 5-B >639 240 WN 244/190 TCDL 100 Lumber DOL 1.25 BC 0.68 VBd(TL) -0.25 SS >287 180 BOLL 0.0 ' Rep Sirens Ina YES W B 064 Hors(TL) 0.12 3 We Ne BCDL 10.0 Coda FBC2014RPI200] No Weight 22 to FT=20% W11HII BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Struduml wood sheaemg dlredly applled or6-0-0 ac pudins. BOTCHORD 2x4 SP N0.2 BOTCHORD Rigid ceiling direc0y applied or 1 bmdng. WEBS 2x4 SP Ni WEDGE LaX:2x4 SP No.3 REACTIONS. (INsl.) 3=Sflttdechenlwl,4=1]RMiechwnicel,i=23]M5E Max Hoa 1=48(LC 12) Mex Uplift 3=1 e),4=-1](LG 12),1=i](LC 12) FORCES. (Ib)-Max.Comp.IMex.Ten.-AII lord 250(Ib)or less except when ended. NOTES- 1)Unbalanced toot live loads move been assumed for Me deelgn. 2)Wind:ASCE 7-10;VUX=130dph(3 second gust)Vaed=101mph;TCDLdDdodf;BCDL6.0{wf;h=25X;B-1511;1-24X;wave=4X;Cat Il;Exp B;Encl.,GCPI-0.1Q MFRS(fractions)aid C-C Etlada(2)0-a0 W 3-0-0,Inteddr0)3-0-0 to 4 0,Extedor(2)4a0 to 5114 2one;GC for members and forces&MFRS for re rcho re ahaved;Lumber DOL--180 plate Shp 001-160 3)PmvMe machine drainage to prevent water ponding. 4)This times has been dasigrwd for a 100 pat bottom chord live load noncomom ent Win any ober live loads. 5)•This truss res been designed for a live land of 20.0psf on the nodded chad In all areas some a rectangle 360 tall by2-0A wide sill fit between me bonom Chord and any ober members. O)Refer to groans)for Iowa to truss connections. ])Provide mechanical connection(by others)of truce to beefing plate capable of vabslandhg 10010 uplift M binds)3,4,1. QW.epNMe-axtlyCWpn pxvmuveM.cecriannimeamWadown MrIExwEFEMNCEpAUEWIIIanv.feVYNrSafFOPEYSE LY51sT WN IorvvacNY'uIT Mna}3anrcnaux 15ktl�x1 elnmtloiiY W>tr F arulersawdaM 61q m MYJh}]dIMV canpranL rvl I pweyslun Baine�.IM IJdrg c�9p✓ii muelvmlry IMq{Mct}INa(rl LLy�aromm WlpgalehcgPMab NtlerxFlMo M av�+.xl wmdded�.w«rrox.x�laoalapavdll..bwaalramlaaa m�wmowaavanrerraae«w.enawr�lanwravmaP.�narpnll.,:In.I MiTek adway.rwAee la.wAMa.l to pa.,erncalw=aw-m,I>«%+�r�aro-.+d.pra,unwammrax».wr mrwraalxnc•rwp�aatl�v iae,aa c.a wNe. m�eamd.:lorapa.aaa�r.araamnaad n�rA ormw�Qama.wad>�eeviNnnrawMemwm.Daava¢u pvmapenoaemm x�xa ax+o fyNy INamoRm axlJAepan in®%ale MtlHl%21e N.Leeelreel.9Jla 312 NB�mMi VA@314. - Job T. Tram Type CRY MB T1C2]2P3 1180TOA To Roof Sp Ndl Girder 1 1 Job Rel ( 11 8u11411g Cwnponem Slgply, JeckwmllN,Fl seers 8010 Apr 2020 'rakinduarliss.lai hipati51Xhir ) Para ID:Iv8R56ob3KridtlOmi_eIMAyM55_&INWtl mZbDOnWevOWBTU 11-0 ru83O3uKpJJrvmFG B-0-0 12-tb 16212 240A 242A 05- 3224 3411-0 600 616 b4B 65-8 F. 1321612 F612 kaw.I:TI0 6= NAILED NAILED NAILED NAILED 5� s.OJ F-2 7vu ' I 700= 1[10= 6X8 NAILED NAILED NAILED aft NAat NAILED Na= 0 ( 2 2y � 32] 2B 28 20 l 31 32 3953L 35 fi ] a 9 A A^fil 10 A 1 � se d as 37 16 3B a9 la 40 11 10 l2 0.9 4413 12 11 2x1 I 7110= !Mo= 4X6= Na If 86= NAILED NAILED NAILED NAILED !v5= 3ffi_ NAILED NAILED NAILED NA11ED HAILED NAILED NAILED NAILED 3339 33165 3B6d 33r1]-0 1 g4p ~ 616 619 -ON SBN 13 2 Plat OBN IXYF 11 QP]63 L120A40.2 IISD380.2-0LR 1-150-00718:6 Edgel ll0'0.22Q1-51114'0.38.62-0111SQ3i Ed9e1 LOADING(raft SPACING- 2-60 BE DEM. In (Mr) Well L'd PLATES amp TCU- 20.0 Plate Quip DOL 1.25 TC O.N Vatl(LLt -0.1814-15 a999 240 MT20 244190 TCDL 10.0 Lumber DOL 1.25 BG 0.85 Val 0.481415 a812 100 WILL 0.0FOR Slrem lncr NO WE, 0.94 Hoagi-) ON 13 Na We SCOL 10.0 Code FBC2014]TPI200] Mddx-MS Weight 19016 FT=20% LUMBER- BRACINO- TOPCHORD 2x4 SP No.2'EttepC TOPCHORD Sbuound wand sheathing direNy applied or 2-1011 xpud8a. 24:914 SP SS,49:2x4 SP No.1 BOT CHORD Rigid railing diaclly applied or 311-10x breaW. BOT CHORD 2x4 SP No.1 'EttepC 12-15:2x4 SP NO.2 WEBS 914 SP No.3'17w1` 514:2x4 SP No.2 WEDGE Left:2m SP No.3,Right:2x4 SP No.3 REACTIONS. giblaze) 13=3220N-S8,10=224438,1=11500/0-5 8 Max Hort 1=93g C 23) Max Uplift 13=514(-C 8),10=-325(LC 25),1=-179(L0 8) M Gmv 13=3220(LCt),10=31](LC14),1=16C0(LC1]) FORCES. (M)-Ma1LCCmp.lk .Ten.-Alltorom250(lb)orlemetteptwhanshovm. TOPGHORD 1-2=302933],2-3=%30YJ85,34=34881390,45=192Y1%,56=-20Wi932, 6-]=306U2 ]8=216-26,9-10=368/560 BOT CHORD 1-16=281/2]30,1518=258,]4],1445=1522055,1314 1832/2]3,11-13=92520, 1611=4531 WEBS 2-14-01493,215=--99/]55.615=8502-3WI4191/158],4-14=1%6/3211, 5-14-42914180,5-13=-225&365,9-11= ,(-13=-1299309,8-11=2WR99 NOTES 1)Unbelam.c!roof I.loads have been Consldeled for this resign. 2)WIN:ASCE]-16,'Vult=130mph(3-second gust)Vmd=101 mph:TGDLd0pe0 BCDL3.Opgt;R25r:8A511;64011:save=SX;Gat. R;Exp B;EMI.,GCpl=0.16;MFRS(dllecllonslg oaMllever right exposed;porch right expmed;Lumber DOL=1.60 plate grip DOL=1.80 3f Provide ado (tale drainage to prevent wafer poWe,. 4)This fluor has been designed for a 10.0 psi bottom chord live load nonmrc tent 1Ntl1 any other live loads. 5)'This Wm has been desiglletl for a an,load of 20.Opsf on the bo6mn chord in of areas wlere a re tangle"-0 On by 2-0-0 vide will M bafween the Whom CMrd and any other members. 6)Pmvids mechanical mnnedion(by others)d lmss to bearing plate capable of witMtandig 1 On Ib LIAM at IOings)except 61=1b) 1314,10=325.1=176 T)Gra hiral bumn represenfatlon dot nor CeAd tlw size orihe Oftmetlon of the Wr11n along flue top andfor bo6an Chord. 8)'NAILED'acilwles 3404(0.148'x3')ma-12d(0.148NI.25-)tca nrwls.For more details refer to MITek's ST-TOENAIL Detail, 9)In me LOAD CASE(S)Nation,loads applied to the fat of the ttum are noted as bond(F)or back(B). LOAD CASE(S) Standard QIMBYIOYNybtlen Fwei�u=wM wEIp NOIE50N I1Y6 Al1p NCLYL(OYIEXNEiEaINY/AOE.Y]lAm.fa9Yplf090KV6E Ce13�vdMM�EBortyNA MIeA®CwieccMi.RbtlWTkdmO^r1YNsn WmpMLrnnn a'dklwmLxaNGMGMx/CnnM�aRroi InaTM1inrt�Iae m.a6 MIN�q CeN}IW mut vallYlln txX4L'm11Yo1 M.yT Wanelenaq pePnfYLcaR A4i a MEerorMONouam dl6prY 4� Ix¢LgaFtW�6loweVMl WCWre o1YgVNtl xww�UxY/a ln✓a�renCHiaYv. �LuexTTNvYwndWmmanNa1a1p a.rt,*�evA�llo,nmlMawmcna»rloala+�a.mnw�+e w��+a M+vmewa+elrmm�e. ro�aarwawlduurepwane< apo v.m ON. wnkamn nmwe.aan'«v.teexoamo nwolmt�malnsmlwr.reeAxwlnl oeaM em.m.mavma6euwwn�eaxAnaM 7.ae..FL onto yyery Y4ennallm wJdYf Ygli Inn I W le MIIMa.21 a N.Iw Skeet.9111e 31 Z NeiaYM.V P R2Y I I. bb Traea Trace TYpe O<1 Fly T10222TYJ 053TOA T20 Root 3peclel Girder 1 1 Job Rel 1 'onall &Idm Cwnponem SWINY, JwkwnYIIM,FI32256 �3 M eklM 1 F Jen 13 533320 ] Pe9e2 IDdvSR56nb3NYlb I ahGOYMlj5_9mAWd I I,DO W6 OWSTU:pIN(e9v33O3uKpJJm FG LOAD CASE(S) SteMard 1)Dead a Root Uve(balanwd):Wmber Increase=1.25,%el6 llwreaee=1.25 Unllmm Wads(pit) Vert.1-2=W,24=W.]-6.W.8-9,9-10= ,1)-22=-20 Cwn raled loads(lb) Ven:2=9](F)16=-et(F)15=61(F)3=-9](F)4=-W(F)14-El(F)25=-W(F)26=-9](F)26=9)(F) 'e)(F731=A](F)32=-9](FI33=-9](F)30=-t16(F)3)=-159(F) � i(F)39=El(F)4P 1(F)41-6l(F)42=61(F)43=61(F)44=L1(F) �W4aMW6 VMly Mtlen W'evretx�ma RFAU NOTES CX IH54NO M'LILOEO.FE.A.VA6EMS IIAnr.le9YM159E/OPE✓SE � w'p lonea wJYv4n wI�M®wnmcMs.Rh WYq�k lxaed—Y,--.NN tlN.-NN. Ywwn.aM hla m YdIWMl lwltlngmmL�w'nt rol hu¢ryNap Pnlne ue X¢dlApVe4Aw�—I.NINe a1;ApdiiN ll, N.—N .IxMzaY ncaW ale nttlakln mo nuare�dl °pwxnmayi.amnine�aeanml.evenlbxligore�.a�elrveweo«emclnamw.1 .a+v. �ddllorollamcaw�l>e•+n IMann MiT! e dxanlaa+dlor.lminvawtow�wmmuwewmm w.3 e��✓J wr�.awWenrwnace. lo�9 Vwbkerewdtenw woaae,xv sv.e IyrdMelpp}tY.aa:MaN tiacMgol niae[avl lbw MlemSfesklk9T116gNYC�exlo.penelaM eCN euMMe ComWmnl urryvI ,iL e'!6o y1MY IrAmndw�au6Yb M1an Iw Mb YYM1n4e,41BN.lee Sncel.9e1e 312 OIe�avJb VA2Td1<. 1 Job Trues Tmas Type pN T10222n4 I1853TOA T21 Hip 1 1 JOE Rafererce wW Binding Component Sappy. Jeduoni F1322% 8.010 s...o2016 MiTek lruahies,Irc. Fd Jen 131--—'. Pagel IO:IYBR55M I.bEemi a OJMrySSWYkNoIK ogh5yEdO2M� iN IY4MaI.FF gg0 1367 1914- 2464 3111-0 wil0 Mis sb] ssz sgil 7-2+z bo-0 1,673 ?x4 2x4 II Ino' satII w 4x10= ead s.op 1z z ze a 27 a s axe ze W 7 1 0 Jq d 15 14 13 12 11 10 9 4x5= 2x4 II _ 5x0 II 5x0 II 34 II MW2MS= sale 4x6= 31-11-0-12 x90'4 �-0 F 840 ~ Sg] —{ 260 ~ 2-g8 5611 ]-2 ]N . 0. 2 Plat Oft M IXYF 11 0212 11 I2'PI-49 1 184280 - 1 LOADING(Jqi) SPACINIl 240 OSI. OEFL. In (lac) Vtlee IM PLATES GINP TCU- 20.0 Plate Gtip DOL t25 TC On Vesi -0.341315 >874 240 MT20 241/190 TCDL 10.0 Lumber DOL 125 BC 0.87 Vai -0.821315 >W1 180 NT20HS 187/11a BOLL 0.0 ' Rep Stress mor YES WB o.18 Hod(TL) 0.12 8 rya We BCDL 10.0 Code FBC2011/1PI2007 McNx-MS Weighh.l>8ID FT=20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOPCHORD Shudural word sheathing directly applied or 2-2-0 OF Purim. BOTCHORD 2x4 SP No2-EmepP BOTCHORD Rigid calling demi applied or -6]oc bracing. 10-14:2x4 SP Ni WEBS 2x4 SP No.3 WEDGE Uili 2x4 SP NO.3,Right:2x4 SP NO.3 REACTIONS. (INalze) 11=1167Po-S8,1=1143/0-58,8.-.BBOro-3E Mar Horz 1=55(LC 11) Maz Uplift 11=-260112),1=-133(LC 12).8=264(LG 12) Max Grav 11=1183(LC 22),1=1143(LC 1),8�4(LC I) FORCES. (b)-Max.Comp.Mlax.Ten.-All forces 250(Ib)or lase except when shorn. TOP CHORD 1-2-21401 2-3=2186154Q 8-4=21(91548,4f-218&548,67=-121116]9, 7-8-1102N81 BOT CHORD 1-1 rx357O BBi,13-15=3551900,1213=41M166.11-12=-2701119,9-1 1=i 119, 8&9=-54812117 WEBS 2-15=0/322,6-11-1110/395,69 1did W.6-12-171/1264,4-12-428/138, 3-13=-258131,2-13=-92/435 NOTES 1)Unbalanced tool live loads have been considered for this desgn. 2)W'mR ASCE 7-10;Vu16130mpb(&second gaa0 Vesd=l of mph TCDL=S.Oi BCDId.Opsf;III Bi L=40ft:-snm ;Cal. Il;Exp B;End.,GC,FO18;MWFRS(tllredlonaQ and C Exledor(2)000 to 3.11-14,Interlor(I)31114 to 800,Eaterim(2)600 to 37512,IMeri37-6-12 to 38-110zone;canglever right exposed;porch tight eadara G-C for members and tomes& MFRS for readnom shown;Lumber DOL=1.W plata Ship DOL=1.W 3)Provide edecuide drainage to prevent water paring. 4)All plates are MT20 plates unless otherwise Irbaled. 5)This hues has been designs lora 10.0 pst bottom chord be,los rxxmorcunonl Win are other live bads. 6)'This firms has been designs for a Iii load of 20.Opef on the bottom cMrd In all areae cabers a reclangle 3 6-0 tall by 2-0-0 Wide Wit lit beMeen the bottom drat d and airy to,members. 7)Protide mechahlcal connection(by others)of Ouse to berrg plate capable of withstanding 1D b uplift at fonds)except gldb) 11=260,1=133,8=264. �WAIfNWp VWIy NNpnpuen,tlxsmtl PFpa NO]Ee qI IItlSdNa W[LYOEp Y'IEN aEFEMNCEV<aEMb]1Anu.laVYAISeEFONEYEE CNgI WIOMws MY'w11n aYldw.:unr,ecbn.RE Wup.tdaA.MY upmlbamalersslxtwn.ala 61u.n txANAq bAJ2q cwnry.rcnn,rot pLrpaysknli.Pesm lora.t1 .."oper"aaTarr VeMylM�aLgqcc��alNd Mt'(n planelenrnlpownY lr'cM�abiIRd Pllw asn' edlp4xge BadpYdadslab PeVfnllxrcN9d4xMf>Ykrmweb]/dcMOmMnlvrswiY.MtlFcr'tl dnnwTY UApatmwn+Macxp OW Y WgxrePkad brtktl6YOW bpm¢nicMgwllhLY�epMfYrvlkMeY atl gopolYaan[q. fd BlrwrtlpNNcerpaUq De BW40.b EM0 ablrglgx yara3p.pgWgy.mecknugLva3pdeuatlmElndryYenLL reed!N/IM14ixYlY CIMb.paadeaN K.B YelgdMperre Terrye.FL TJatO IalMYx4MmLn wIYY Yan lam Flola lv6NM.zlan.laeslMksMSlz PbxIXFMlvnzzJll. Joe Tmu True Type Dry Ply T10222Tl6 t1053T0A T22 GABLE 1 1 so Reference bwW 13 12:53:36 2017 Page I ( Bundling Compunt Sloppy, Jeclmannlle,Fl32254 ID:Iv8R66ad3KVLWRni MGO}M15-PIdi19e0esWche rU4eiA6TRKdkllbb.leleZFxtlxnnFD wa 7a0 f4P0 s'. 6115 ra0 aafx floe ape I ] 61] 1 Wa SB4 3ule�1 52.0 56= 13 10 IB 0 0 518 56 6011i � 25 ao 0 36 2051 0611 5 W 12 g 1 'U a] 4 10 20 31 2 N 4832 d d 33 41 40 es 46 11 )e 306— 46= aft 37_36 35 3l 418 d1a 1 _ e axap ]a]-4 rla.]� sere 1 1T]aa 404 &104 A94 4D0 Plat OII M DLYI I 212 Q1 M 14D 5E"1.I120S O231116'111 2-41129'0-0-f Ede 1133'Q2-120- -51 LOADING (paq SPACING- 2-00 CSI. OEFI In (roc) Well LM PLATES GRIP TCLL 50.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.21 4144 >B9B 240 MT20 24N190 TOOL 10.0 Wmber DOL 1.25 BC 0.86 Verf -0.5]41-44 >515 180 BOLL 0.0 ' Rep Sol III YES WB 0.53 HO¢(TL) 0.04 38 Na Na BCDL 10.0 Code FBC2014/TPI200> Matdx-MB Weight:245111 FT=20% LUMBER- - BRACING- TOPCHORD 2x4SP Nq2 TOPCHORD StwoW l]wotl8he irgdre yWpllWor3-10-7o putlim. BOTCHORD 2x4SP No.2 BOTCHORD Rigid calling tllredlyapplis orSOOmbraciog, Eir l: WEBS 2x4 SPI 10-0-0oc brecing:1-41,3941. OTHERS 214 SP I JOINTS 1 Brace at X(s):15,9,21,26 WEDGE Left:2x4 SP No.3,Right:2x4 SP I REACTIONS. All oeadnge 15-58 except gldengrld 1=0-58. (b)- Max Horz 1=-IW(LC10) Max UpllB All W IMI001borleas spares)3,34,35,W.33except l=-114(LC 12),38—227(LC 12) Max Grey All reaction 250 to or lees at fortified 33 excep11=924(LC 1), 38=1257(LC 1),38=125](LC I),34= (LC 1),35=2T8(LC 22),36- N(LC lR) FORCES. (Ib)-Mat CompzMax.Ten.-ATI forces 250(ID)or leu except when sboxn. TOP CHORD 1-2=1624(458,2-3=133580.34=-1193298,49-1089/342.57=-1089/342, 7-9-1089/412,&12=-10891342,12-14=-]]81355,1415=-PB/355,1517=-)]9/355, 17-21=77&355,21-22=7781355,222bT78/35,24-26-136,26-27-/389, 27-29-/389,2930-0!305,3031-17YYN,31-32-67/35.S2 M-1 28/355 BOT CHORD 141=-2W Mfr,3941=157/875,38146,W-38=-294/146,35-36=20&143, 3435=-282/143,3334=282.]143 WEBS 241=-374/140,24-38=-1114M82,32-34=25513,1241=281384,12-39-624281, 24-30-35911385,341-293,3}3fn35581 NOTES 1)Unbalanced mm Ilya lode lave been considered for tole deslgn. 2)Wird:ASCE 740;VUb130mph(3-second gap Vatl401mph;TCDL=5.Opsf;BCDL=5.0pa1;Irl B=45X;L40;aave�tt Cat. Il;Exp 8;Encl.,GCpl-.18;MWFRS(directions)and 0-C Edendr(2)OU-0to 341-14,Inta or(1)31144 to 19-118,Exterlor(2) I(i to 25-74,Interm(1)2574 to 28-78 zme;C-C for mem11ers and forces 8 MFRS for assume andxn;Wmber 001=1.60 plate grip DOL4.60 3)Truss designed for Wind bide in Ne plane of the trues only. For aside agased to seri(normal to Ne arca),see Standard Industry Gable End Details as applicable,or araull qu tined building designer as per ANSITRI 1. 4)Protide adequate drainage to prevent Water Fording. 5)Ag plates are 2x4 W20 unless Whereas Indicated. 6)Gado etude spaced at 14-0 oc. 7)This trine has been designed for a 10.0 psi fiction chord IYe load nonconcurrent Will any other live loads. 8)-This toles his been deagred for aIII load of 20.O of on the bottom Uord In ell area where a rectangle 380 tall by 280 vette V411 fit harvest the Wrtom chord and any o11161 members,vllh BCDL=100pa1. 9)Provide mechanical counecdon(by o91am)of edea to bearing"is capable of Withstanding 100 lb uplift at Ig111(s)33,3a,35,36,33 except gt=lb)1=114,38=227. 1 Gr dn t , t ti al nd/pr 11 QW4.WM(fiVxfy CVlenpixnMnxYMaFIO NOTES pLall6Yra WCLVGFOY][x PFFEI14NfL PIrf IB]4Am.fat610169EWFFUaf Ce[muW'A les wrnOYwlT rMlekBcenmclai TMtleYpn 6kmetl cNYumnryrarelenflwwn.,.w klamx.wua Wltlry cnln{wfenl,rot Inn MMnn.&Tae�.MedWig riWynrtwlvdlN II¢RMwmrINdtlatlP,plam,elersand poOxVY ru�alnrWa Tk N.Syn MoIM rwntt WC q Wy1n.BwlglnAcalBtl kb PevenidNWpd]trt?J kusswM m]/n cMtl memWv WY.MaEIM+1vJ K1^FwaV and Fennorenid¢FLI I el( kdr/NxrepLeOkn ptlMMm]bPpYaMcoyaPe Mhp�NNe�rwMxe�Y�'PpPoIIY WIaVe. Im pgxxtl VMla,ce rdT'=B1 dN,e e104PoM Ea]IaM. khx infernal arKlbnaddxrp o2 mesmOMnnNen11 neYlW/MI la 221"1 21K]I SUWNe Conlpa'.nl T]rgs FL asst yy4lV y1p]kklV,wddle ken Lw IbMxWxlla 218 N.lw Sliest 9lle 31x.NefaMh VPR231 G. Job T. This,Type Gay PN T10222TI6 11853TOA T23 Common 1 1 Job Bugging Component Supply, JW9omelle,F132256 8.010 s AP 2016M d Inc. Fd Jen12M:37W1 Pegs IO:Iv8R56ob3 7-2 9mi aM1GOyMfI51w?g 33211 INF80gdMWPep_UG63F(!e+ WIOT4zumFC beb 13314 18119 2B]@ 33211 304405 BB5 &]-10 6]-00 BA10 6]-10 88 Suals Me em= 5.00 FIT 5 as b i 46 9�6 4 8 3r8 C 3 ] aot G 2 e 25 zz a '9 d 15 14 T! 13 2a 2e 12 30 11 10 46= 3ffi= aw= 4A= as= 46= 405 II 4m II i9-12 15±12 23413 3148 3811-0 ]Al2 ]-61 ZB1 BN2 BS] _ Pl t OGaaa XY1- 110-2120. 5119"0-2-120.1SI LOADING(pM) SPACING- 2-0.0 CS70.M DEFL In (loc) step Ud PLATES GRIP TOLL 20.0 Plate Gtlp DOL 1.25 TCVed(LL) -0.0612-13 AN 240 wN 2"180 TCDL 10.0 lumber DOL 1.25 BCVeft(TL) -0.24 10-21 0850 180 BCLL 0.0 ' Rep Slrees her YES WHort(TL) 0.09 12 Ne NaBWL 10.0 Coda FBC2014?PI200] MaWeight:20415 FT 20% UUMBEW BRACIN(s- TOPCHORD 2x4 SP fill TOPCHORD SWCWral wmtl sheathing dim0y applied or 4815 oc pudins. BOT CHORD 2x4 SP hill BOT CHORD Wgld ceiling diredy spoiled or&0-0 oc bmllrg. WEBS 20 SP No.3 WEBS T-Brace: 2x4SPNC3 5-12 OTHERS 2x4 SP No.3 Fasten(2s) T and I braces to larrew edge of web W h I Od WEDGE (0.131'ff)nails,on o C.,ann Sin minimum end defuses. Left:2x4 SP No.3,Right 20 SP N0.3 Brace must cover 90%d web length. REACTIONS. (Ib9i2e) 1=745/0-59,12=2018050.9=430,0.5-8 Max Hera 1=-136(1-C 10) Mex Uplift 1=91(LC 12),12=227(LC 12),9=55(1-C 12) Max Glev 1=T]4(LC 21),12=203](1-019),8=505(LC 22) FORCE& plot-Max.Comp.Mlax Ten.-All foresee 250(lb)or less except wren atwvm. TOP CHORD 1-2=1339@aQ 2-4=12212 ,4 5=4 632 01,58--0/884,BA—509/144,&8=eB&1a4 BOTCHORO 1-15=-156/1180,13-15=-2&613,10-12=-281Po8,9-10=994/686 WEBS 2-1r 357168,415=-12]/680,4-13=-0]4225,513=-154/981,5-12=133]@1], &12=-]15221,&10=-95862,8-10-38WT12 xorEs 1)Wfird: SC roof live lh= m,, been onaitlere) form1 design. 2)11;E ASCE G Vu11=18:M RSpilind gnat)Vend=-C Eder;TCD±=-0 to 3 BGDL-S.Opsi; l=3-1;1=05X;1-14010 se,Ext edX;Cal. 11;EV 8; 231 -6 aone.16:MFRS(tllre and loans C-C MFRS 0.0-0b amesh;,umimor(1)3-1140 lo19-11-8, L=1.W2) 19-119 to23been designe for members and loran S MW FRS im readole shown;Lumber WL=food plate gdp OOL=1.60 3)TMaroes ,thbeenn resignefor a a live Pat dotlomphotsn th bo tom c0ord In al varM1any caner livebeds. 4)'This Wheal tbeendeelgnor fordIlve loadof20.Opafonith OX chord In all areae wherea redargle 390tell by2-0-0ends all At bew.e h r bconn cMrtl end airy)of members,with BGDL=to.0of 5)ProNOe mecM1eniwl connection(by others)of muse to bearing plate capede of v0msWn011g 10011,upIIX at lolnt(s)1,9 except gklbl arnin6)Warning:Addtlmel permanent and&ebillry Omdng for mass system(mol an of this component dasign)'N always requlratl. A),WaMied-n rsr Magn Pnurwnn m .d N0]ESPY]N6]NO NL1.IOIEN PEFEMNCE PI6E W]4Anv 149]^NI6BEPoIZ a9E IR9m vNM Iolw�vWYwlm MmelKe:mnee:la5.Rh0eY3n6 Wre,i oNY upontxxunelenslwwn.ml s lumMulgM txxtlpq om ni.rot M1In®iyekm�tw indelxeci.'emmrefid lba[gAMNIryoI�Ma{Fl,,.omene wgl^4v IXnM NINr,YGerlTnnlolreoveMi M 4[1a m141. NIXnp xMPead6ro PaYanlumygaxdhmua n�wabm0loruMa membWaorvv.PnaxoNe roNNA,Py Qe PWmmwrN,InIXx,9 tuba legeetl bl meelYadbpevubrob., .fiFear-vl ."e""Ps, bell p4Mlce laWavd Me NW Pub EMaM. yt,noonlpp�. a firechnm]bIXkee, 10 N±amara syLemt aalerEL/IN VAZUMxlu.pF5 a9Yk ap3l auMlq CgManxJ Te .FL scam 9dxly IlxamoXon aveLtle ham Ina DaMMyAa.218 N.Lea SeaeL SIb312.NeaaaMh VAY[31 G. ^ya Job Three Teas Type ON PIY Ti0222)7) 1186=A T24 Roof Special 6 f bRofereme bonalt Budding,CompoiwM SOPPY, Jacxs0lNille.F132256 9.OfOSApr 2020184...k lntluatris,Inc. Fri Jan 1312:63:90201) PagH ID:vSFg%ob3KYLbdMx hWyM-15-PRRng3%BA NReollin453nLyIY.IW91Rpn]XyzwnFA 865 13114 14110 b 01.13 323-01 37-59 39.11-0 885 6]-10 6]-10 -4 61-14 51-14 51-04 2S] as= BCW=1:m.b 6D 12 �e s fi ss m B 3a i 4 ] sea e 3 a ae 44. 9 so 4a e 2] 10 h 1 6 13 11 dl4o [10 U Z) 19 1B 31 17 16 1x5- 12 8a= 4x,0= w11 4xla=1a 11 Oa 4a_ 3M Il 685 19814 2180 2)-b13 323-0t 37b9 30.11-0 666 6]-1n ]81 6191 51-14 S1i4 2S] Plft Oftel IXYF 110-2-12,015115' -0Etl9e1110'0.2-00-2-011it0-2-120.1-6113'03-12 Etl 1115' 3d E0pB1 LOADING(psi) SPACING 2-00 Cm DEF�ft. btlM1 w PIATES OBIP TCU- 20.0 Plate Grip DOL t25 TC 0.62 Ved >999 240 W20 244190 TCDL 10.0 lumber DOL 1.25 BC 0.60 Ved >936 160 BCU- 0.0 ' Rep Stress Inc, YES WB 0.85 HorWe Na BCDL 10.0 Code FBC2014?PIz00) MaInx-MS Weight:22]It, FT=20% LUMBER BMCING TOP CHORD 2114 SP No.2 TOP CHORD StrucWral adod sheathing theory applied!or 4-8-10 W pontine. BOT CHORD 2x4 SP No.2'ExcepP BOT CHORD Right wlO,dredly applied or 1O0-0 nobanal Except 7-16:2x4 SP No 3,1012:2x8 SP loll 983 oc bracing:13-14 WEBS N4 SP No.3 "-00.bracing:l2-13. WEDGE WEBS IA.M midpt 417,617 Left:2x4 SP No.3,Right:2x0 SP No.3 REACTIONS. (IDklze) 1=892/0-58,11�05�0.58,1]=169fi1O4-15 Max Hm2 1=-138(LC 10) Max Uplift 1=,60(LC 12),11=39(LC 12),1]=-240(LC 12) Max Grav t=TR(LG 21).11=605(LC 1),1]=18BB(LC 1) FORCES. (0)-Max.Go n,xviex Ten.-All forces 250 gift or less except Wren shown. TOPCHORD 1-2=1Steel W.2-0=]39/114,45=0400,5E=01262.6-]=31&166,]-9=3Znfl. 410=-10301158,10-11=-9961195 BOT CHORD 1-20=-881 106,18-2D=-8811188,1]-18-3818,]-15=-286/155,14-15=5@91], 13-14=4183(2072.11 12=-14M70 WEBS 2-20-0 0,2-19=83&1]1,4-18 1466,0.17_9541200,617.113N200, 15-1]=-35&180.B-15=1781869,9-15=]49'109,9-161333,10.14=-11611329 NOTES 1)Unbele Cmollivemeas have Dnsnconsidered ft) la IDIS design. 2)WiM:ASCE]-1P 30haph pf RS ghee gust)Veal=101Mph;TCDL-0-0 to 3-1 BCDL=60 rfor D=251;171511 -1101;E9vea5q Cal. II;Exp B;Enc-114t wne.18;MFRS(dm and to es 0-G MFRS 00.0103-11-14,MleLumber 3-11-14 b t8-11-8, L=lf,021 19-11-B 10 has been desig e for members entl lm ci a MW FRS lorteadiorw and A Lumber DGe lead plate gtlp DOL=1 W 3)This Miss has designef0,610.0 lofd of200pst on Wad Mnchord in al N res More live leads. 4)'TMs buses heardesignedfra live load r mernperon N9 Whole 10.0In all arses wlereareda1g163fi-0iall by2-0-0witle x910 between the Doorr Glortlentlany 0iof t memoe=,Wim BCD L= able Of. 5)Plovltl1 =244. kat correction(byotDels)of imsa m beantng plate capable of wll0sientlirg t00fl,uplift slid=(sl1,It except gldbl n=z44. tlWI.WIMa-Vallly GvWnprsrefwv mCPEIO NOES aN]MSdNe W[L UOFO MIIEN PEFEaIHCEVIeEW]OAm.ienYMI59EFONEUSE Cetl�wlkt la ms Me Mnd2 were,-wc litvoJ xv,Mwtl o,Y4 ulf Pois=ons"o-l-o. .,s-11n WItlYrd mnJu.. ml 1nEiylem Beaxa ua,andlSp�bq)t�mitiva4ly ;%Y:2911Yo-�Y hint C�amaleieuwµoWnr L�u,�Wvaie nt�JnNon,e ovnax reWwR��\ aeCli9 Mcdetlamvarno Wve PoaMfoPauwweier,.1,Pan, nEBRaYv./al]MdbmUaWa,]Reaaa�enidW9 b Wlvry Nes lwelWlY Wlbpemncdlryfbx4lD ie pwYaxxxYW atl PaPWNu n ands, .narand m ease,,rw9na BYp4Fvb FMBW.. bUMnlbtaarlon Y.aecxmmj b¢Yq MauWaud Mmsawmc raMXY/MI OvyMMxlo.aNJ9atl K31 WY411q Coapwnw9 Tv FL 8010 9yMr Irlumaon waYAe Bem Inm FMe hPNb.21BN Lae Sliael.5J1e 312 NevuMh VRx2311. �' Jab T. T.Type GN pit, T10222J10 1 MTTOA T25 Roof Special 3 1 ob R l Buifing Campers"SWPIy, isons Mlla.R 32256 4010s AIx Off fvlaklndustrieslnc. F—"1312£9:402011 Paget ID:IOHR56ob91Mbd9mLAhGoyMQ5-HVhp_03PABOfibBFJUCeGIclaL5r1¢LNSgT%g9PmnF9 686 13711 L&l1-0 1192 1.13 32311 T39 3FM0 bF5 6]90 6]-10 2M 21-S21 4196 5194 2S7 31s= Ssli 1:70. 6m12 mo s a 9 M m M axe i l ] lib s ass� a 2 m lxfi � 10 1 n 4 R le to )dl90 _ 14 ,p 18 18 al 17 18 0 41p 12 axis 4x6 x111 4x10-41811 4x8 II 2M 4,10- aM II 885 13344 2111-12 T1-193 3N2311 3FS9 3991-0 665 6]40 4]-14 S21 Sl 5194 2S] Plate ON %(XY) 1 0.212 0-1 511503-O Etl 1110'0-2-062- (11'0.2-1201-a1I 312 Etl 1115'080Etl I COMING(pN) SPACING- 2-00 CSI. OEFL In (roc) Udefl TUdPL.ATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.51 Vea(LL -0.151]-18 999 20 210190 TCDL 10.0 Lumber DOL 1.25 SC 0.80 Van(R) -0.9217-18 >820 BOLL 0.0 ' Rep SUem Incr YES WB 098 HO-(TL) 0.05 11 Ne BCDL 10.0 Code FBC2014?PI200J Metrix-MS 9ht 22JIb FT=20% LUMBER BRACING. TOPCHORD 2x4SPNo.2 TOPCHORD StmcWrel Wood shealNng directly applied or 5-45 oc purlins. BOTCHORD 2x4 SP NO2'ExcepN BOT CHORD Rigid ceiling dbaotly spelled of 0-00 OF basing. 7-16:2x4 SP 112:2x8 SP Not WEBS T-Brace; 2x4SPNO.3 617 WEBS 2x4 SP 011 Fasten(2X) T and I braces to no.edge Of Wain W1th 1 Od OTHERS 2x4 SP NO.3 (0.131-xi nails,all o.C.,Wth Sin minimum and dlstIrail. WEDGE Brace must cover 91of Web length. Left 214 SP No 3,Right.2x4 SP NOS REACTIONS. (finalize) 1=813015-8,11d91PoS8,17=21B9I0115 Max Horz 1=936(LC 10) Max UPON 1=42(LC 12),11=12(LO 12),17=299(LC 12) Max Grav 11116121),1 IASI 22),1J=2189(LC 1) FORCES. (Ib)-Max.COmp.AAax.Ten,-All fomes 250 gb)Wass except When shown. TOPCHORD 1-2=-1041/127,2-4=40 7,4- -411/16ll313/189,6-0=2&519,]8=-100/528, 910=-008218,10-11-708H 12 BOT CHORD 1-20=47905,16247905,17-181 7-15=8971145,16-15=-18 01817, 13-id=-21011885,11-12=7131696 WEBS 2-20=0255,2-18=664/182,4-16=439202,6-18=-2601296,6-17-1931/03$ 15-17=5801288,6-15-151969,415=]22/140,914=6912,1014-1 OM90 NOTES 1)Unbalanced ON live loads have been considered for this design. 2)W Ind ASCE 7-10;Vull30mph(3-second gun)Vood=101mph;TCDL3.0psf;BCDL=5.Opsf;82511;13,15111-40M save=5th;Cal. It Exp B;En l.,GC;-018;MW FRS(directional)and C Exlerior(2)00-0 to 3-11-14,Inledm(1)3-11-14 to 1911-B,Exhmior(2) 1911-B to 23-116 sone;C-C for members and fomes&MFRS for reactions shown;Lumber DOL=1.60 plate gdp D01=1.60 3)TMe truss has been designed far a 10.0 psf tai chortl live load nonmncurrent with any other live IOatls. 4)'This truss has been designed for a live lead Of 20.0psf on Me botlam anent In NI areas•here a rectangle 3 6-0 all by 2 0 0 WOO Wit It beNreen Ne LnNdn chord and any other members,WM BCDL=t(.Opsf. 5)PmOs mechanical on nechon(by others)of turas to bearing plate capable of w instendirg 1 On to WIM at IoIN(s)1,11 except (Itdb)17=299. 6)Warring:Additional permanent and staMlity bracing for truss system pas parr of this component design)Is always required. Q WA6MN-VMyCW2n pvemMuauW aEP a.,as ON IMS x..1(aaOWENPEFE .Ix.00 li)]m.16RLN15 aEfOFE U8E po'{71 W121wux WY'uIT MI1Hbmmeclws.IMtleaM',8Me<d o,i4 ulvmprarvanrs 9wwn aMk Iw m MNMCud INa0h1 rnn««nl.ml Lrpryalern.9elpelx¢.IIw IxA�V tlmly,ermulverlh Xreq{11 dAlNol afeskN p�anelenad WepflYM.wlv'wH Rh YleInM rico wall erAavdN9n.w«nptldalealswwe.ernwdawax+uNnN urn waeam/adwdmarlha:wxv.odaxald ceml�rm'mdl>amw�la«fro ek' bUVNsre4rroOlueMYlYaNlo RevanICUMW wllb Psw-xarXlmx9 tary uvl ROCenYtYnrWa. lw9ar,e1d9dNcerePxdM1A xw BmIPW EtlaIA. PMknlbn NdWe.deNaY.eleCBenatl ria:Ig oIIlU6esaW Pus sRhm0.reeANWINI Gully CrtlwN.bM49 aMBCw MrEbq Gwvponrtl ie 83]010 EdtlpPypmpWn two 6w%aletaYNe.218 N.1ee5Pea1.9I1e 312 PleYax4l VRYt311. ^tw' Job T. Thea Type Oly PN T10222]79 14853TOA T28 goal Special 1 1 Job Relaranre o ii0nN Building Componot SLppty, JaCkaomalle,F132256 &01O.Aw20201l",Fe 4rV2 HM FnpWn IR7n3 1201E P FB 16.Iv8RNwWKYtbd9mi aM3hyMl)SIiFSCM4rg2EHghR.CbLpW9CeIR]nnAv]OEarvnIF6 666 13314 1710 4 2]-1-13 34311 314:9 341L0 665 6]-10 6]-00 1O bt-03 51-14 SbH 2S] SIAM=1:709 3ffi_ xEe V2 .10 e 5 6 29 3a II 2.4 II ase i 4 ] 361- S 4v5 bas i B 0 NA � I tc $$ t 16 13 11)e'a 14 ,p le is 31 17 ft, 0O bs- 12 am= 41= 94 II 4.10=4aa 4m II II bats= 3W II 835 13314 21-60 2]-043 32311 374:9 2&:" 686 61-13 6194 "-14 2b] Plat Cereals I ,YN 1 62 511503-0Etl 110'02-002-0L 111'0-2120.151 Ii3'632E00al,P is 3 tdml LOADING ipso SPACING 200 L81. DEFL n 0.) Ude- W PIATES GRW TCLL 20.0 Plate Gap DOL 1.25 TG 0.51 Ved(LL) -6.111]46 >99B 240 ML20 24G190 TCDL 10.0 Lumber DOL 1.25 BC 053 VedQL) -0.201]-18 x999 180 BCU- 0.0 ' Rep Stress Incr YES WB 0.87 HourU L) 0.05 11 We No BCOL 10.0 Code FBC2014/7PR00] Metrix-MS W.I,.:23016 FT=20% LUYBEW - .. _ BRACING TOPCHORD 2a4 SP 140.2 TOPCHORD ShucMlN wood ahealNrp directly applied or 5-S5 oc pudlrx5. BOT CHORD 2x4 SP 140.2'EaepP BOTCHORD Rigid calling directly applied Or e-0-0ec bmclog. 7-16:2x4 SP No.3,I(YIZ 2x8 SP No.2 WEBS T-Brsca: 2x4 SP NO.3-617 WEBS 2x4 SP No.3 Failed(2X) T and I braces to narnW edge of Was With 10d OTHERS 2x4 SP long (0,131'q')nalle,aid o.c.,WM 31n minimum and defend, WEDGE Brace must cover 90%of Wat,lesVp Left:2%0 SP NO.3,Right:20 SP No.3 REACTIONS. gloslae) 1=54Y05-8,11�e6NS8,1] 226U 415 Max Hou 1=-136(LC 10) Max Uplift 1=361LC 121.11=-20(LC 12).17-297(!-C 12) Melt Gray"2](LC 21),11=489(LC 22),172226(LC 1) FORCES. PRO)-Mex.Comp./Mex.Ten.-All loroes 250(R)on less scapt Man shown. TOPCHORD 1-2=-101N§7,2A--%6208,4-5=-376/198,5A-280/173,8-]-21/331,7-9=8332], 310=-BB3/afi,1011-784/127 BOT CHORD 1-20=-2318]6,18-20=-23A)76,17-18-726/a02,7-15-322/166,14-15 1594, 13-14=252/1660.11-12-89 M WEBS 2-20=0nNA3,2-18=-682/183, 6.18=-248/11]3,6-17=-1988/444, 15-17-69W71,6,15-1761162.9 15-7131138,9-14 318,1014=10]Y%0 NOTES 1)Unbalanced roof live loads have been considered for this design, 2)Wind ASCE 7-10;Vut=l3omph(3-second guar)Vasd=101 mph;TCD".Opsf;BCDL=5.0psq h=25X;8-161;L=40X;eave�11;Can, 11;Exp B;Encl.,GCPI�0.18:MW FRS(11rec1lonal)and GC Etlerlog2)0-0-0 to 391-14,IMerlor(1)3-1114 to 19-11-8.Exte0,r(2) 19-11-8 W 23-11-6 wdd;C-C for members and forces&MFRS eco readlons shown:Lumber DOL-1.60 plate gap DOL=1.60 3)This tensa has been designed for a 10.0 psf boftom chord live bad nonconwnent with any Other live loads. 4)-This Wes hes been designed for alive load of 20.Opsf on the hoftom chord In ell ares Whom a rectangle 36 0led by 2-0O Wide will fel beMsen the botlom chord and any Me,members,Win BGDL=10.0paL 5)Provide mechanical connection(by others)of Ouse to beating plate capable of Withstood,10016 uplift at Jones)1,11 except Qtdb)17-297. 6)Waning:Additional permanent and s1eN111y bradng for Ones system(not part of this component design)is always required. Q WA/lNNfi VW,,,romprametmmEaedO NOTES CH ntlS ANO MCLYOFOYIIEW aEFEaLNCEPI4E.LL 71flnu.'Weaco 'somm-'aft fXLgr W101wwe MYHmrAl&t3cmrwcbm llSVELIkbmd MYu'Ounapnetenmwwn.entlkru, mfrrodWgne, e.lrol In®Mbm.Pelar rse.a'e W62Ar NxN VarNIM�q:rIMMddLQiWTrelers wJ pc{mY hcdy�abawrbb Rewertll 1' Wdr60.Nn as J�Btgcaletlb1n 11evm11'Ac1aV WYMYx[aaimweDaq/a CMrG memCaeaiY.AWbvl lemMWaq M^'Anib2M R• awn+rayaewLxxMwlmwa�.nl.oNp.wnnw+®ral>am+wlHw�dwwa,rraatwe.ter e.r.ard 9xddK•rEOAdivx.a mwew Freres. mhY'vIML NEWt.rbMerY.erecMOJ h¢roalnreee Wlln¢LhlerrriwW9r/IRI Bu�yClMm.rYA9m6 CMMMVOrsrVLrM9 Tsmo.I a8610 Id.IT9/grmyvr wd1Ve adnlnaSFMa tuPPlle.RIB N.Iee Slreet.axk 312NEaaxfka VAR2314. Job Tmes Times Type Ory Ply T10222]BO 11853TOA T2] Common I 1 Job W. onM BWMiIq GllppNni Supply, JecMSOmIIk,F132266 B.OtOSAp 202018 M1Te1[IMusMBs,Ile. FIi Jen1312:53:432017Pe9e1 10:N8R58oWKYLbtleml_e11U0yA11jS13a211 1CN?LfitLtlEpIVEYJ29-11-0 MPtL91mmIF6 606 13314 1P11A 21-BJ 2672 332-I1 9&11A 635 67-10 3]-10 1-1Ft2 6Pt4 bi90 635 3We=1:fi R 0110= 6.D91Y 401 5 6 24 � 91b 0 3 461 �/A e A 29 10 19a 16 15 11 27 19 a 19 11 34 11 :QB= 4et 3B= 4b= bB bm 4,10= 685 13314 2114 00P1z 39110 885 6]-10 05S BOB P1J Pk Ott M CCV!- [1,0-2-12.0.15).F&0-3-0,151 1110:0-2-120-1-51 tAApNG(pall SPACING- 2-00 CSI. BEP- In (roc) gdd Lot PLATES GRIP TGLL 211.0 Plate Grt 1.25 TC 0.W Ved(LL) -0.13 11-13 4999 240 hill 244/180 TCDL 10.0 Lumber DOL 1.25 BC O.m VerI TL) -0.3111-22 >)04 180 BCLL 0.0 ' Rep Stress lna VES WB 0.84 Horz(TL) 4.02 10 Na Na CDL 10.0 Cafe FBC201MPI20W MaMx-MS WegM:2121b FT 20% LUMBER- B111=11 i TOPCHORD 2x4SPNo.2 TOP CHORD Structural Wmod sheathing dlredly applied ori34 oc putlim. BOT CHORD 2x4 SP No.2 BOT CHORD Right calling dlreoty applied or680 Gc bracing. WEBS 2x4 SP No.3 WEBS Web Brace:Lxpth(mamber) 5-]3(6-13); OTHERS 2x4 SP N0.3 WEDGE Left zx4 SP No.3,Right:2x4 SP No.3 REACTIONS. (IMIN) 1�#Br9 Se,ti2084M38,1�460.G-58 year Hour 1-136(LC 10) Max Uphill l=d](LC 12),13=-284(LG 12),10=21(LC 12) Men Grav 1=658(LC 21),13=2084(LC 1),1M61(ILC 22) FORCES. (lb)-Max.Comp/Men Ten.-All farces 250(ib)or less except when shown. TOP CHORD 1-2=1 0 8 311 3),2-0=443/83,4-5=0.51/1&5,58=356208,6-]=9 %S6.]-9=-5]3/155, 9-10=-015/107 BOTCHORD 1-16=-66'948,1 4-1 6=8694 3,1314=-5921284,11-13=-35D162,10-1b30i]1) WEBS 2-16=(V259,2-14=86Y99,d-14=-024/188,8-14=262/124),8-13=136N323, ]-13=]OU193,]-11=-]2/880,9-11=420/183 NOTES 1)Unbalanced root IMe loads have been considered for the design. 2)Wind:ASCE 7-10;Vut=lWmph(3 second gust)Vasd=101 mph;TCDL=S.Opsl;BCDL-Z.Opsf;8258;B151t;L-tOt;aE15ft;Cat. II;Exp B;Encl.,GCpl=0.18;MFRS(directional)and C-C Etlerwaft?)6"to 311-14,Intedor(l)31 1-1 4 10 19-11-8,Edahor(2) 19-118 to 2311-6 zumuC C for meadows and forces 8 MFRS for random ahown;Lumber D0Ir1 60 plate gdp D0b1.80 3)This truss has been designed for a 10.0 pal bottom chard this load nouconcunant With any other Ilve bads. 4)'This Imes has been designed for a IIm load of 20.0psf on the Whom Chord In Ed areas where a rectangle 3&0 tall by2-0-0Woo Will it betasen the otom chard and any other members,With BCDL=10.0psf. 5)ProNtls mechanical comeNon(by orders)of truss to bearing plate capable of w8hstantl8g 100 to uplift at 10lnt(s)1,10 except QWb)13=284. �WABNWIf.-WWyaWYn,ffer'=mCPFAa NOIEe PY 1X19 A..1UVep area aEFEPGNEE PAGE sa sric nr.16PYNIS6EFONE p5E Mostar WN rnr—e Y.Mllekbwffecbo.RhneYvTn.o.Illi WameleeNrnm.-11 ell,-N .. 1w10M comparcnl.ml Iwassa cel —,xn WJgdexerer musty .aauk moldewlnWm,elerzm]i.11W i-II rinWli Inlo Ina nodal WO'gdis"Gin atluwNre[lAed ld YtllNugbpnwnicdltF 4aNq>.ofIS FWW- d'r4xYddpM-`em WrWe.Fw Jaw�a pMace,�Vurdr2M lGfk 6YW Vn1uEM Md . ltlalcppvxibgry.tlMwry.erecbnaglAwlgol lnmsratl ryslanc wMMVMI OhtlMGWxM.aaEJaohd ECElwMlhgcanparwra Tenw.Fl lOSi0 9yxymmndm wPYAe pan Inm hale fwriMe.21e N.1ne51ree151b312 Nexmlh Vl,'d914. Job Thew T.Typs (y my T10222781 11053TOA nB Mora lcti 1 1 !JOE Reference 0 tons Bilging CompwwNSuppy, JeckswwtiN,H W256 0.010 S Apr 202016 MRek lMuahiec,lnc. Fn Jenl312:53:aadI1 Paget ID:Iv6RS(INKI YLbdgmi ahG0yIAg6-4Mydl61C1Otz3t0.ddpu YbZ13Fi3uMBILgk Fe F 1654 6i1 are II Seven 1938 3 4 12 SAO 12 bb 2 11 p 'O ] 8 _6 4i6 'd:4 4i6_ 8614 ITfl84Y5 debar 651 Oe6 Plaza Oftsat IXYI- I 'O2-1201-51 — TTCDL10J0 pc) SPACING- 200 M. DEFI- In (1,c) Well LM PLATES OBIP 0.0 Plate Grp DOL 1.25 TC am Vent(ILL) -0.11 67 agg9 240 W20 244/190 Lumber DOL 1.25 SC 081 Vem(TL) -0.34 b) a M 1600.0 ' Rep Sirens Incr YES WB O.T2 Horz(TL) 0.02 5 Na Na0.0 Code FBC2014/TPYJOOJ Matrix-MS Weight 641E FT=20% LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOP CHORD Structural wood sheathing Mreclly applied or 600 oc puNns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid belling dlreclly applied or 2-2-0 oc brazing. WEBS 20 SP N0S WEDGE Left:2x4 SP No 3 REACTIONS. fifealze) 5=519N-03,153&0-5-8 Mex Hoe 1=159(LC 12) Mas Uplift 5=-94(LC 12),1-23(LC 12) FORCES. (Ib)-Max Comp.IMax.Ton.-Mi forces 250(I1,)orless exceptvTenshown. TOPCHORD 1-2=84IM3 BOTCHORD 1-7=18&82,67=-IB2O22 WEBS 2-7=09W,21,--BKWM3 NOTES 1)Wind:ASCE T-16 Vull=1Wmph(3-second gust)Vasd=101mph;TCDLd.Ope1;BCDL5.0psC 25X;B=45f1:L=24X;eaW-ft;Cat. IC EV B;End,GCpl=0.16;MFRS(directional)and C-C Exteror(2)O0-0 to 3-0-0,Innerm(1)30.0 to 101-5 zone;GC for members and forces B MFRS for reapllon,shown;Lumber D0L-1.60 plate grip DOL-1.W 2)This Imss has bean designed for a 10.0 psi Whom Mord live load rlonconcunent wgh any other live matls. 3)'This tmss has been resigned for a live load of 20.Opsf on the bottom ctnrd In at erects wfiem a rectarlgte 3BO up by 200 wide will fit between the Whom crlom and any other members. 4)provide mechanical connection(by others)of buss,to dealing pate capable of withstanding 10011,uplift at IoIN(s)5,1. tl WIFXwe Vw✓y4W8nevuixren eM FEda XUTEa ON 11XExNe WCLUOEa MTEXFEFEMNCEVIaENY]I]J m.100Yfe15 aEWFEVaE fly WNfmufe,veyA IATekNccnwei—INsCe9grbl�rn YWerr lxo�a^Inrs LwwL avlk In mYuxWLW MIv4eg canpuenL rot nimmiylem&Na¢v¢.Ire lvlMrxloa{yrer.sherm q{ik2Ulvo ono'pxanelanatlpWalYbcanaalexJdaY{In NMllvovmAl Ia4dg O3LL}i as lg4vltale06bpevenl Wcgrp OltdW.vJ PuwWrnl/a JwrdmerA..ars MY.]�sorelernK�YT2�F�eafb¢8g el( btlwWireWNbWiiMuxllo peaenlcdl4+e Mnl'�wndsu✓x8'LYagg4+erlYMn�e.rut6rad9�5dax' rcB��g1M ep04Pu85 scale WMdbiaMroA.tltllcerY.ereclkn uA dairgof llW:ea'AMi Mlarn LN9/ VAW3Cwwq.DPJV aq BCgMNrBeurWnera 1Vs.FL TJ50 SyryyEpmy.Y,w.f WBkan ii><rbb MlxA&21a H.lee5xw4 SJkf 912 Flaigtlq.VRT23M. Job T. Three Type Ory Ply T10222JB2 fla53TOA Mrs mousses, t i ' 1 Joe We.. Oriel BUIIdIrB CwnponaA Supply, Jeck»mIIM,FI32266 60105 Ppr 2020 AGMq lrbu551641 y Fn Jen 1012:5 hb5V ] Page l ID:IveR58ob3KVlddBmiebGOyMfISAG'M(gN650Y1rB2O2m1oxO+ AJibSVUCAmnFS ~ 1 652 ~ 1&18 GYe 2x4 II Sule=19R0 3 4 10012 z 4.s 2 11 q 1 y d l� 6 5 3 II = eII 121e 131-0 Plat O9cet DLYt- 110.2 51 LARDING(pal) SPACING- 2-0-0 CSI. DEFL In (lac) Weft Lid PLATES GRIP TCU_ 20.0 Plate Grry DOL 125 TO OAS VGRUL) -0.09 9-] >999 240 MpN 204/190 TCDL led, Lumber DOL 125 BC 0.94 Ven(TL) -0.29 67 >538 160 BOLL 0.0 ' RepShs lnar YES WE 0.65 Horz(TL) OAP 5 We We BCDL 10.0 .Ode M02014 P12007 Matni Weight:621b FT=20% COMBER- BRACWG- TOP CHORD 2x4SPNo2 TOP CHORD SmlcWrel wmtl shailhing dreclly applied or 60-0oc purins. BOT CHORD Met SPNo2 BOTCHORO Rigid wiling directly applled or 100.0 w bredng. WEBS 2x4 SP No.3 WEDGE Leff:20 SP No,3 REACTIONS. (b/sloe) 5=SOON3-0,1=517100.56 Max Hoc, 1=155(LC 12) Max Uplift 5s-93(LC 12).1=-22(LC 12) FORCES. (let-Max.Comp-Max Ten.-All forces 250(Ib)crises except wtten shown, TOPCHORD 12=E0f1B2 BOT CHORD 1-7=-17&695,6-7=-176/695 WEBS 2a=01385.26=776/199 NOTES 1)Wind:ASCE]10;Vu1b130mph(3-second gent)Vasd=-U 1mph;TGD",0w5,SCDLdDpal;In25ft;3=1515 L-240;eave-Ift;Car. 11;Exp B;EnG.,GC v=o 16;MW FRS(directional)and C-C Eatetlor(2)0.00 to 3-0-D,Intedor(1)3-00 to 12-OB 2 %Ca C for members and forces 8 MFRS for answers shovm;Lumber DOL=1.60 plate grip DOL=1.60 2)This puss has been designed for a 10.0 pat bottan chord live lead nonconcunent With any other live bads. 3)'Thls truss has boon tlwigned for a live load of 20.0ps1 on the bottom chord In all areas affere a redangle 38O ta11 by2A all Wit 111 between me bottom chord and any other members, 4)Provide mechanical wmeGlon(by others)of ties to bearing plate capable of wtlbslanding 100 In uplift at jolht(S)5,1. V w4exw6-Ywrye P—,_-,e.o..w.oxo ft Udws xrrex se5c✓uxca eaaa.w]m.w.row u, awaa use �'' loam esus ra ora a+v v4 Mlekb comwclas.Imdaamo�aauv�+xmw�ela,nwwo.aai.m�a�mdlwealmwlre�omn�m.�al MmayHni Peine u.ryphelpaies�rermW wMH np gTAk2ely olaalm paarelersnHaaPorIYFeM*xale meaerga Fla n»owndl awrw eeepu 9aanM1aoaledamwavaalwclsq olrM.tlxl lnOweFawaalxedma+eae«W.Aaaeerrn lamaw�Paraawmo-aelr-0 MiTek' ad'xOM1 repAedbekdAVmtlbpeieniM4+a HIh WrQ1eW'lad FlxYUNp4alYdonape,fa�rutl Pe�ae re9u419 T9 Po<Partr EMBW. Wan,Martlq.Ne,deray, Ass oA sales, M6�saWlnnMleMZslarcheid VAMCM41N.aMA9 ma N'eI MYJep CanpaMl tarry¢FL 3b10 $yy2 yygmypl w6"tb M1an fru Ible Y6AM4 21 a N.tee$M1ml aeb 912 NMdtY31a.V R 82314. Jobrluss rhos type Ory Ply T10222]8.9 11853T0A T30 growth" 2 1 Job ID:IVBR58o03KYLDd9mLRya 004ore11 BuldGomwent Supply, JeckssrnaFl356 8.010eApr22016loi , tr nc. Fri Jan 13125345201] Pe9a1 hG0MXaTUi2,7HHNDMtDS1MMMlp2BplERkrvmF4 5113 11-9- 1]-&0 1040 5113 61x10 S1 1-2 030 2W II 3EBIe=1;150 S.CO 12 5 6 5 b% 3s6 i 3 1 21J 2 u qry 1 e b 10 18 9 17 3 Ara It 4x6= 3x6= 4,5= 61090 1]A-0 1&PO o-lo-ro s1a7 Plaf (Antilles(xn-- 11,0-2-12,0-1 51 LOADING(psi) SPACNl6 27 Cbl. OEFL In gwl Ik1aX Lb PIATES OAIP TCU- 20.0 Plate Grip DOL 1.25 TO 0.43 Ved(U-) _g.. B-ID x813 240 MT20 240190 TCDL 10.0 Wmber DOL 1.25 BC 0.99 Veft(rL) -0.74 b10 >290 1130 BCLL 0.0 ' Rep Stairs Ina YES WE 0.91 HargfL) 0.03 ] Ne rJe BCDL 10.0 Coca FBC2014RP1200] Ma1dx-MS Weight 0In, FT=20% UJINNI - BRACING- - TOP CHORD 2x4SPNo.2 TOPCHORD Stuc1urN Wood shealNng directly applied or 5-1-3 w pudilo. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling drectly iapplied or 2-2-0w bandrng. WEBS 2x4SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Iy,uze) 1=71 fl/0-SA,]d18�MsclwnkN Max Hoar 1=217(LC 12) Max Uplift 1-30112).7=432(LC 12) FORCES. (Ib)-Max.Comp.IMex.Ten. All fomes 250(Ib)or less except at en sh. TOP CHORD 1-2=124091,2-4-976145 BOTCHORD 1-10=27011094,&10-146(5]8 WEBS 2-10-335/155,41 0=-24159 5,48=-7)81196 NOTEs- 1)Wind:ASCE 7-10;VIAL=130rrm(&second gust)Vasc=l otmpb;TGDL-3 oad;BCDL-S 0psb hi 8=4511;L44X;eaveeq Cel. II;E,B;Encl_GCpi=o.18;MFRS(clambere)and C C Ross (2)0,00 In 34-0,IntedonD)3Oo to 1]-11-0 whi far members and fomes 8 MFRS for reacame shown;Lumber DOL=1.60 plate grip D0Lr1.60 2)This fuss has been confined for a I0 0 pard bottom Ch0m live load nonconcurrent Win any other live all 3)-This loss has bean designed for a live two of 20.0psrd on the hoftom chord In all areas share a recribr a 34t01NI by 240 We x111 fit behvaen the bottom chord and any members,an BCDL=10.Opaf. 4)Refer to glNer(s)for Wes to truss comessame. 5)Provide mechanical comwllon(by others)of truss to beating plate capable at withstanding 1001b uplift at alnds)1 except(F=Ii 7=132. Q WA/IXWa-sent, p'a'Mwa Rvur NOIE5 as has YICLYOEa rout aEFEP .]daE h Ill,rv.hasashit. EYSE aE41Wp1mue MyW0�M11eA®cpveclwx lKJesY},tllx donlY ur*T[*vmwiurs 0urvm.aMlenwm WlJbh WYtleq cwnry,xmt M1 m8g51m Belvue ue.tt¢dlyq t�4erel mlrslvmlM Irw.x4A'wuMulaeSMw r/+reaetels��tlraM+'IIYMapwoH RE W4an info lha ovatll WWaWb,.BOYgMpkalaOCbpevmldicXINIXIMhM1]ul nllaswtliaWacMltlmwNaS WY.P4a1keW MmGUW aN rertnmenl lxYCEw ate• aawaw�a]IeElw aklMMwJlo pevanlra4�wMrarelwMxlVYu,�1pM rY WnWa.fw tM�d 9lMh,w�dY'DVxw al Id=tolbM1 Slwoae.asM'aY.aaCIMatlF»a1q o11nmsalnelMmnNemi"sMN01/1wICWIM C9xp.U9a#9 m]BCIIWMYq CMgWtiII Tedi YRaitaBMtl. eyxryYbmym a.WMe kan inm RdsbuP4le.RIBN.Iee5bee19Jle 31 R.A'exaW�.VARR311. JOD Tom Tom Type Oty Ply T10222]84 11a53TOA T31 Moso,rol Buppoled Gable i I JOD RNererce(op4alaB BdBirg Codgmxn Slgply, Jetlaarvllle,FI32256 6.010 eApr 20W16MITeklasMWe, IBWW JepmEM3:462of] Paget ID:IVOR5Bola9KYW09nii_aDUOyMIjS6i24F30YNasagWCMIBWWeeSpmEBSDUK2P_tH2mnF3 18310 18310 sub:11#11 6.w FIT 13 I$ 11 10 9 1,3 i B 6 5 d sx4 II 2 1 1 2e 27 26 PS 2l 23 ?2 21 N Ie 1B 17 16 is ax4 II se, 16310 16310 PI N OSeel fXY1 IMGP2-0 POET - LOADING(psi) SPACING- 2-00 CBI. DER M Dao) Weft LM PUTES (MIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 VeQLL) Na - Na 998 AR20 240190 TOOL 10.0 Lumber DOL 1.25 BC 0.21 VeA(TL) be - No 999 BCLL 0.0 ' Rep Stress tha YES WB 0.10 Hoa(TL) -0.00 15 Na nor BCDL 10.0 Cade FB02014 P12007 Mati Wall 13811, FT=208 LUMBER- BRACING TOPCHORD 2x4 SP N0.2 TOPCHORD Structural wood sheathing firaNy applied or 6-PO or burns, BOT CHORD 2x4 SP bill except and veitli WEBS 2x4 SP N0.3 BOTCHORD Rigid wiling Oiredlyapplled or 10-04)oc boding. OTHERS 2x4 SP Nd.3 WEBS 1Row ot midot 14-15 REACTIONS. All beanws 1(3310 (Ib)- Max Hoe 28=231(1-012) Max Udlll All uplift 1001b or lees at yinga)28,15,16,17.la,20,21,22,23,24,25 except 27-11 12) MmGm All mac4om2WIborlmsatjoint(6)28,15,16,1],18,20.21,22,23,24,25,28,2] FORCES. (Ib)-Max.Compdviax.Ten.-All Iomes250(Ib)orlemexoeptwnenshown. TOPCHORD 1-28=-26068,1-2=160152,2-3=-MM18,3-4-350/113,4-5=3l Wl M.5-7=28 , 78-251)8 NOTES, 1)Wind ASCE 7-10;VUIt=130mp0(3s00cnd gust)Vasil=101mp,TCDL=5.OIw1;BCDL6.Opsf:hl B�5ft;1,2411;eave=9h Cat. 11;Ext,B;End.,GCpl=0.16;MFRS(diradlonel)and C-C Conneri 0-1-12 to 2-11-10,Exterbr(212-11-10 to 16 1-14 bvft%C-C for mem1,ere and louses 8 MFRS for mactiorw shown:Lumber DOL_1.60 plate Ill DOL=1.60 2)Tmn designed Mr Wi ioa In the plana d the tmm only. For ,studs expomd ro wind(1wnnN to the few),sae Standard Industry Gable End Del as applicable,or consult quallfietl building dmigner as per ANSI/TPI 1. 3)At plates are 20 W20 unless oOenise indicated. 4)Debts requires continuous bottom chord baanrg. 5)Truer N be fully sheathed from one face Or securely b2ced against lateral movement(Le.diagonal Web). 6)Gable studs spaced at 1 4-0 oc. 7)This truss him been designed for a 10.0 psi boom chord live load nonwnwrlent Win any other live loads. 8)-This toss hm been cra ignatl for a INe two of 20.0psi on the boftom Mord in all areas Wfiere a rectangle 3d-0 tall by 2-00 Was Wit M between the bodom cMrd and any other members. 9)Provide mechanlczl wnnedlon(by others)M trum to bearing plate reorder of withstanding 10011,uplift at trends)28,15,16,17,18, 20,21,22,23,24,25 except QL-Ib)27=190. Y WdaNNr-VwM 4wV^Y^^^�nwe mE stood N01ES PV]XLSdNr W[LWEO IMIENPEFE --sm-74"m.160peon' FOMYSE Cpy6n vd ,.x,wLYµ1l0µleW unre[:Mn.lw�tlfSy,hG[petloNYupm Isdmwlari n—n,crxihiwm MauNxrd tWdFT,cuo a ml n�.nwm.eerdW 1#r.Ire 1xIAlpoagxrarmrcl vamvlre aa'+=mMorn^:pr eom,ela..ma wwdm wm+M�b nvaWr,Noire oL�w dAWaeaPr aaWnmaeaelo Rruenlrramrroolr.wua mowabaworowdmamh�.ar+v.AdeWra lwnPoray oid pw,,,wx,ld«rd k' htlwaNreULredM[ktlnY.pndpv w6cd14Vs.pvWMspeiw s*x,.PrpeM , rw�de"'o—on, 21re Mpf PnW Eu16M. kGlcdR Lppwe,tldNery.serol,0.'lbacxgMi�9f¢utllnueFlenc MCENWMI OulIY CMwp.DNJeaM KfIWMM6upwrxe Teirys.FL ae610 lyelY WbmrpM rVdQM{end N MWli 216Htaes t.WJ 312NeaO VAYLYI4. Job Truss Truss Type OtY Ply Tf0222]05 I1B53TOA T35 Common SupporNd GeUle 1 1 JCL Re ererue o nwlel auMirlg Gomponers Supply, JAoxmnville,FI32266 0.01USAp 202pm Mu ek lMusal..nc. Yfl Jen l41e.a4 a/wr/ raper ID:NBRS6ob3KY_ads i_ahGWWjI amSSPa((3u RSBBUDSil2nOL%AESBIgTH31YP)drvmF2 b10.13 11-fl 9 61613 'J0.11 5�= Sule=191.3 B T B BU] 12 10 6 21 5 4 W 3 2 sea= 18 10 17 16 15 14 13 12 11 T8 II 1L1L8 11-1F0 Plate Oseeb OCY)- [I GkO-4-4,04 81 WMNG(pal) SPACING 280 C81. BEFL In (roc) UWe W PLATES GRIP TOLL 20.0 Plaie.1 OOL 1.25 TC 0.09 ver(a) Ne - Na 898 Ni 24U180 TCDL 10.0 Lumber DOL 1.25 BC 0.02 VW(TL) Na - Na 998 BOLL 0.0 ' Rep Suess Inc, YES IF 0.04 HmbTL) Ol 11 Na Na BCDL 10.0 Coda FBG201MPI200] Matlix-S WeigN:]3lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood spending dlmclly applied or 6-0-0 oc pualns, BOTCHORD 2x4 SP No.2 axceplendvemcale. WEBS 2x4 SP No 3 BOT CHORD Rigid calling dredly applied or 10-0-0 oc lending, OTHERS 2x4 SP No.3 REACTIONS. Allbaidngsii-140. (g) Ma[Horz 1=91(-C 12) Mex Uplls All upllr 1001 borlessatlolnt(s)1,11,14,15,16.17,18,19,12 Mex Gmv All reactions 2501b or less al lolnds)1,11,13.14.15.16.17.18.19.12 FORCES. (Ib)-Mex.Comp.Mtex.Tan.-All fomes 250(Ib)orless except atlen shown. NOTES 1)Unbalanced mot lire loads have been consideran for Ithe decal 2)wl ASCE 7-10;Vu11=130mph(3-second gust)Vinal 1mph;TCDL=S.Opsf;BCDLd.0psq h=25s;9=1511; -24ft;aave=20;Gat. II;EM S;Encl.,GOpl-0.18;MFRS(i iredlonal)and C-C Comer(3)0-0 to&00,Exlerlor(2)&0-010 8-10-13,Conlar(3)&10-13 to 11-9-12 zana;C-C for membals snit forces 8 MFRS far..if..shown;Under DOt=1.8O plate grip DOlum 3)Truss deagne i forwlnd loads In the plana of the Huss only For studs exposed to wind(rlommi to the face),see Stendand Industry Glass End Details a i applicable,or consult qualified funding designer ae per ANSVTPI 1. 4)All parms are 2x4 W20 unless dirrene ss indicated. 5)Cede rafulms coni is bosom chord bearing. 6)Gale stuns spaced at 14 0 oc. ])This truss has bean designed for a 10 D pat Cohens c19rd live ban noncondri ens with any error live baits. 8)'This Iruee has been designed for a live load of KOMI on the bosom chord in all areas Mom a rectangle MA tall by 2-O-0wide MII fit between the battom chord and airy other members. 9)Prosibe mechanical connection(by others)of term to heaping piece capable of YdtMtaMing 100 lb uplift at lolnt(e)1,11,14,15,16, 17,18,19,12. A wdaNwa Yam Mtlenpvemelxe wMPE40 NOTEe PY 7HI5INO M'LWOEO IMER FEEFNENLE PdOEM]4Anv/69YMI59EWNEUSE pµ]n W W lorite onlYrvlm I.aleM®cunr,ecWn.Rh WY9,k[vaa'IaYY4�'r Wvnerershmn.aM klw on FNINSx1 diMTy ccmWrwnt rot daimryJan P¢screener IredgpdgGsers.12m.trpqTl u� ol�egr PamrelmxaWpcga9Y ncmP+odxhdee9n FloacoverW tl9da4}i.wdA' gh]cdedkbP>✓�rticN9ulLMtl Jln�vebWMdentlmemlarsuiY. INM�aIbmWaYaq Pem,aeraG .tq as aawmrsmaAedro<9mnr WJbpevertlW[pe WmP-nMa Yauex Le4YOEpcWlYdmr[9e.Fu 9✓martl PE],rC9reT 491¢ oW pbbdtn aMrpy.WNay.erecMnmdpa,.a9dea�WJ in®sY+Imn68aUWM13 yyCIMb.aY.aYatl M.'llaWli9CarTwMN home.R.EFL mF10 FdklYYbmgM aA1`b M1ur,inn hole LVAPd 21a N.lce SheeL91b 312 NeeaMl¢VRZ13i4. Job Tiles Three Type ON Fly T10222]06 11B53TN T30 Common D i Job Raererce IioxM Bulbir6 Compamnn Sxpply, Jacbomilk,FI322W 0:MBRSeob31 "- reM M,62T gIBPC614g Db�11xMOmewJT6L Ff 3e8 4]@ 61613 11-11a &&0 N-2 4110 3-011 6e= Scaw.To]A 4 Ove .10 i a 19 3 2 9.a 12 4 12 nSA Mo e 62x4 11 assor4 Med sae 4x-2 &fats it-01A 4�- 4510 5-011 Plate Offsets qyl- I '0-0-12 Ed I LOAgNG(pst) SPACING 200 C81. OEFL In Qac) Weft - PlATE6 GRIP TCLL 20.0 Plane Gdp DOL t25 TC 0.87 Ved(LL) -0.10 &11 .9119 240 Mi20 2"/180 TCOL 10.0 Wieser DOL 125 BC 0.41 VBdQL) -0.25 &11 >]36 1W BOLL 0.0 ' Rep Shess Incr VES W , 0.36 He (TL) -D.13 1 Na Na BC)L 10.0 Cotle FBC2014/TPI2007 McMx-MS Weight:ee lb FT 20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2'Efiaa ' TOPCHORD SI1ucWrel Nood shedi drexly applied or&0-0oc Whits, 13:2x10 SP Not almepl end veM.N. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applle!or 10-0-0 a bracing. WEBS 2x4SP No.3 REACTIONS. (ib5i.) f=632/0-Sa,&518/0-5-0 Max Hou 6=145(LC 12) Max Uplift 1=-W(LC 12),6=76(LC 12) FORCES. (Ib)-Mex.Conned ex.Tan. All faees 250(b)or lase except When shO.. TOPCHORD 1-2=-2]"69,23_-919/163,34=4=117,4-5-3]4/121,5-6=S91A62 BOTCHORD 2-e-58905,1r-0=-564911 WEBS 5-7=1061466,37=TJQ'172 NOTE& 1)Unbalarwed fast live loads have been considered for this design. 2)WiM:ASCE 7-10;Vult=130mph(3 second goal)Vaad=101mph;TCDL-3.OpsC BCDI-5gpl 1=25X;B-15ft;L-24X;eave-tri;Cat 11;Exp B;Erol.,30pi=0.10;MFRS(Glrecllonal)and C-C EMefbr(2)-3=42 to-06-12,Inherent)-0.8-12 to&10,13,Ext."42) 3-1013 to 11-9-12 2onruC-C for members and forces 8 MFRS for reactions ahem;LvnDar DOL-1 BO plane grip DOL-1.60 3)This Imes has been deslgtred for a 100 psi bottom chord live bad nonconwrrent Min any other live IOads, 4)'This buss has been designed for alive load of 20.Opst on the bottom Marc!In all areas Wbere a rectangle 3-6-0 tall by 2-0-0 Was MII fit behasen Ne bottom choM and any other members. 5)Bearing M Idnt(s)1 considers parallel to grain value using ANSVTPI 1 angle to grain Iohnue, Bustling designer should verity capacity of bearing surface. 6)Provide mechanical connexion(by others)of truss no bearing plate capable of MihNanding 100 to uplift an birdie)1,6. YWANNNeVWNYCW2npvmrwxan xWWEAa NY1ES PV Iltl9dNOWCLYYEYMIIEN aEFEeiNCE PA6EW11Tln✓.IMA4Y.l6BEFONEY9E °J o-.fgpnwWrdre me.xmtre NieA6coniecMs.IMtlaYg,kdwftlwlYwa�P"Narcmn LwwM1aWalwmMNaM gaMgcmxw,cnl,roi t .vou.tmY.e.bre aeapnmmwrremYtlW aaeaw�aaWaNlW.mo ww+mry NcuPo�ale ndeaW�Nwtre oras adcdMm.nualPx�:r Yeu'e�owewmnma�naF�mYY,mawdaW�amN�m.wv.xweuminxwxnra�eP.��w+maa�a k WayNgAadbeMi'/dMbpeia�lCdxaxB WlhCmSMFWamMMelaal Pc4Wbdmn�.(w PxWa O4Saceny7WM ha,R.FMsYE kbLUlbx WaJa.tlMNnY.asMRCMxgdkuMUtllnma)Ya�K b6WVN110xlYCNW4OYMOItl M9 Ylq CNTd�f Tenp.FL aM10 9y.M Mom W NN Yramb 4an 1ne ere lrnw.21 a n.lee atreex.9lre 91 z Nle�atlYl va Yd u. Job Truss Tres Tyq Cly of T10222)9] 11053TOA T37 Cammm 5 1 Jeb Reference(opt Building Oom,.t Supply, JerkeomiiM,FI 32256 8.0106 Ap 202016 MITek Industries,loo. Fn Jan 1312:53:49201] Pagel IMMIR56AG"Utandy ehGoyMIrSWEUb5AOOVE9h L K&D]CUUO_BMIWumkNCluNzvmFO 398 49-2 04010 IF]e 390 47-2 4310 6611 eve_ Sub=1361 600 PT 4 stiff,s 13 14 5 3 6 6 W 2 12 8 1:: s Sea- 34 II 010= 2N I 399 4]2 61043 1S]3 6se 4]-2 4310 8811 Plate Oftel ( 1304-12Edfa1 LOADING(Tei) SPACING 2-00 CSI. DEFL In Qac) IMe0 lM "TES GRIP TCI__ No Plata Grp DOL 1.25 TC 0.8] VeR(LL) -0.14 8-11 6099 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Ved(TL) -0.36 511 X643 180 BCLL 0.0 ' Rep Stress Inv YES WE 0.38 Horz(TL) -0.18 1 We We BCDL 10.0 Code FBC2014?PI20W Matrk MS Welgbl:Halo FT=20% LUMBER- BRACD4G- TOP CHORD &4 SP No2'EsspC TOP CHORD Structural Wood sheathing directly applied or 2-2-0 do pudlns, f8:ffi10 SP No.2 except and veNfEM. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling directly epplled or 10 0,0 bracing. WEBS 2x4 SP No.3 REACTIONS. (@Mize) 6_]65/038.1=]8 Sg Max Rom 6=93(LC 12) Max Uplift 6=83(LC 12),1=75(LC 12) FORCES. (W)-Max-Comp./Was.Ten.-All forces 250(Ib)or less excepl when shown. TOPCHORD 1-2=338.188,2-3=-135&238,3-4-83&183.45=884/180,58-]0&191 BOTCHORD 2-8=93011314,7-8=12&1320 WEBS 37=75711615.4-7-121418,5-7=-524109 NOTES 1)Unbalancetl roof live loads base been considered for this design. 2)Wind:ASCE 7-10;VWU13Gnpb(6second gust)Vass-101 mph:TCDL=5.Opsf;BCDIaS.opsL h=258;8,15ib L=2411;save=4fl;Cel. ll;Exp B;End.,GCpi-0.10;MFRS(directional)and C-C Exterbr(2)-3612 to-0-512,/bra or(1)-0812 W 8-10-13,ExNdoR2) 51013 W 11-10-13 zmx,C-C for members and fomes 8 MFRS for reactions strewn;Wmber 001-1.60 plate gap DOL-1.80 3)This truss bas been dssiWW for a 10.0 psf bo8om choN live Wad nonwnanent arm any other IMe loads. 4)'This buss bas been designed for a Ilse load of 20.0pst on the boftom chord in alt areas where a rectangle"-o net by 233 wlde Ydll lit between the Whom chard and any other members 5)Bearing at lolnt(s)1 considers parallel to grain value Barg ANSLTPI 1 angle to grant lolmule. Building designer should verity capacityofbeadngsudace. 6)Pmsde mach rnic ll connection(by oWam)of truss to beating plate capable of Wtstanding too Ib uplift at loinlls)6,1, Al wARNYId luxedblaaEEOe . W[{a,Wp IaveaiY wllh M1gla4®eemrecla5.aYVOaN3n 64ariaeV W*"ar Wanclm Lw`M a'AkM m FtlINMM WItIL9com{^irvnL rot Inaayslem.BspaUM na WOp tle88rrer muslvaNy IkegSYcai111yol ai,N{e M+cmelenaq pocenY kcarNaale M�]eST hie ttq ovate IWO1q�6Tr.6aCkV McaleakbL wn1lYCLLgdavlRlW bIDN'ebaWaclxNmarYIMdYY.06]IWW Mnr^xW aulpennawad L'9 MRek' kdWNre4Aa]M4YalhaglO pevaticNyeMmFaaaLa Carrnrv8F1.YW VgIatYWnnA. fwprgrulPN�x' rN dVaie eeW Fero EM BM. NbwoMn akxgre.GBNny.ereckxrav]aKYp dna®.ass Mmnvrr9rrM1 teeaMW1FIINNM MwIu.dM-lFmLaLal auMiYd4riCYWI r.rrya FL 38810 SotMyk9omrdm e..ymleeom amtamaeanMW.zla N.Leeslma1.s41aalz N..mrmvA zi314. Job T. T.TypeT10222]BB 11063TOA Tae Gonmon 0FY t Jab Rel s( II SWMIIg Compwgnt Supph. Jmsuwwllla,FI32250 e.010s Apr202016Mft RBWPf0e41rc. FS9a IVN 2:63;502yCGP et ID:Iv&i59o09KYLbd10.13 G0yMQ5=OHb6RBOZpNOJTxAUDFSpOOiVNYLOxIwzlyCOgrvnIF] 380 4F2 &1613 12-SB 388 R-2 4&10 3611 69_ SCNe=131. 6. 12 4 14 15 bb Bt10 i 18 s 3 9 R 12 e e a� 1 se, bxlo= R[4 II d y.BO 4]@ &2-12 0-10.13 1258 As 1 4)3 1-00 241, 3811 PNt O6 1 YF 9OB 2Etl 1 LOADIN75, (paU SPACING- 200 CSL OEFL In (roc) VOefl lb PlATE6 GRIP TCLL 20.0 %&e Gtlp DOL 1.25 TC O.6B Ved(LL) -0.10 &11 4998 240 Milo 24U190 TOOL 10.0 Lumber DOL 1.25 BC 0.39 VerdTL) -0.26 811 4]22 180 BCLL 0.0 ' Rep"eea Inor YES WE 0.3J Hort(TL) -0.13 1 Na Na BCDL 10.0 Code FBC2014?PY200] Matrix-MS Weight 9910 FT=20% LUMBER- _ SRMNIG- TOP CHORD 2x4 SP Nn2'Exaepl' TOPCHORD Structural vmod sheathing drooly Applied or 6-00 oa puffin, 1-3:21,10 SP No.2 except end veNcmb. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid calling dmdly applied or l CD-0M priming. 2x4SP No3 REACTIONS. ginAlmn 6�39M5-B.1�5210.58 Mex Hort 6=138(-C 12) Max Uplih 6=-]6(LC 12),1-54(LC 12) FORCES. (Ib)-Max.CompRdax Ten.-All forces 250 gb)or less except Men shovm. TOP CHORD 1-2-17991,2-3=9]911 n.34=-065(131.4-5=4391135,5�-606/183 BOT CHORD 2-8=-]11982,78=-09960 WEBS i]-9814]8,3-]=43611]1 NOTES 1)Unbalanced roof live belie have upon conitleretl for his design. 2)Wind ASCE 7-10;Vu11=130mph(3-second gust)Vasil=101 mph;TCDL=5.0psf;BGDL=5.0pst h=2511;B-Sfl;L=2411;eev6dX;Cet Il;Exp B;Erm.,GCp",l8;MW FRS hiteotbnap and C-C Exlellor(2)3612 to-0412,Intedor(1)-0&12 N&1&13,fatetlor(2) &1013 to 11-10-13 m O;C-C for members and fomes S MFRS for remotions shaven;Wmber OOL=1.60 plate grip DOL=1.00 3)The hose hes been assigned fora 1 C pst bottom chard We load noropnouneN with arty other live loads. 4)'TMs truss has been designed for a live load of 2Upsf an the Whom chard In all areas YA1ere a rectangle 3-6-0 tall by 2-0,0 Woe Wil fit between the batlom chard and any other members. 5)Dealing at)olnds)1 consitlers parallel to grain value using ANShTPI 1 angle to grain formula. Building designer should verity Woolly of besting sumacs. 6)Provide mechenlcal connection(by others)of fares to bearing plate capable of Withstanding 100 lb Paid at joint(s)6,1. AW4aXWaVMIy 4rtlpn pummarwrmM aEla MaTE50N TXIa IHa NCLUOEa MI]Ex aEfEa1M[E pA6EILL10Anr.raaYAISaEMPE peE ! f%Wjf Wp ra v¢aYy HA MrekAccxrecMe.Mtla9(P kaac]cNYUWf LaoaelenpMt aW tla m FMixY WMtq ccmW,m1 m1 nvmlern.mwe ue.MpYyy tl000r,xmslvenhMµlcdlN Ntl�pl�Narelaroq PweeYDr�wrne ns Wr4l nb Moverdf dbNaa4t NMVMCaIN4bpreveNkxx'FxrV aYOhAtl lww anolmohom. lNi MY.A611kad erWa,atl PrrrNem Dra'lV M!Tek 6dN]PrBi fatlMYYIAY W.l lopeva4Mgm xlNpole FMTrc1 hlaYaxlPWMfYd�e�e.roo M dusdac epudYNM BPo<Ya,ke 1.1 aXtl. NxEdpt4Rp,EY.ay...und"rose,of Llmm]1rimMtantwMrBIM10W OFwh DMlYara ar9 Nikln, arraN ]nrge.EL.'ryyyYyymyp,m�flia Yen Frnqup kM111e.Rle H.leaeMLaIle 312.e VARR u.. Job T. T]Iss Type at, Ply T10222]BB 11053TOA T39 Common 8uppated(stable 1 1 Job MIGace nest Builtli{g Canponwa Slgdtly, Jedmomille,F132258 -boles Apr202018MlildQ20NerieelShold Jan1312:5jXhh1) Pege1 16.IveR58oU3KY1DW{N_eM30yM115 Ttl12 n1 NevHUMSIrMDtlZOf(n_UN)3GIIMrtyOzvmF_ 89019 y_;a 8-10-13 3611 M_ 1:913 8 24 T e SM V2 to 23 8 11 26 i 5 4 22 3 d 2 Wp1 tl 3s4= 21 20 19 19 17 16 15 14 13 12 w 11 12" b9 Pbt OXeat ( Y! 121'P-0>61-81 WAGING(ped) "PACIN(an 240 CM. GEFL In Ed l Will 1M PLATES GRIP TCLL 20.0 Plate Grp DOL 125 TO 0.03 Vert(LL) we - We 999 MT20 244/190 T(AL 10.0 Warder DOL 1.25 BC 0.01 VBd(TL) Ne - We 999 BCLL 0.0 ' Rep Stress ma YES INS OA4 Hond(TL) 0.00 12 we we BCDL 100 Cotte FEC2014T P12007 McMX-S WrEgM:T8It, 1`7=20% LUMBER- "RACING TOP CHORD 2W SP No.2 TOPCHORD Structural wood SheryYng Erectly n INOI or 6O0 oc purins, BOT CHORD 2wt SP No.2 except and vencals. WEBS 2,4 SP No.3 BOTCHORD Rigid calling directly applied or 10.0-0 m brecng. OTHERS 2x4 SP N0.3 REACTIONS. All beams 12-58. gb)- Max Hill 1=S4ILC 12) Max Upllll All OxIX 1001b OrlWsat)cMls)1,12,18,1],le,19,20,21,14,13 Max Gmv All dendrons 2501b or less at)olnl(s)1,12,15,18,1],18,19,20,21,14,13 FORCES. (Ib)-Max.Gomp/Max Ten.-All fomes250gb)orlaasexcept Wbenshown. NOTES, 1)UrGalanced reel Ire loader have been odrwidaretl for this design. 2)Wind:ASCE 7-10;Vu11=130mpb(3-sac0nd gust)Va all mph;TCDL=5.0psq BCDl L-5p eC R25g;By t;1-2411;anon=20;Cat. 11;EV R;E{c1.,GCpi=0.18;MFRS(directional)am G C Cor l3)0 00 to 30-0,Ederl 3r)to 8-1013,Comerl3)8-1013 to 11-10-132ona;C-C for members and forces&NEW FRS for reactions aboard;Lumber OOL=1 80 plate gr p O011 60 3)Toss Ueslgrah!for Wind leads In the plana of th tress onty. Foxatuds exposetl 10 W M(rotmal to the lace),see Standar Industry Gado End Details as applicable,or consult their building designer es par ANSUTPI 1. 4)At planes are 2m WN udess oandralse Indicated. 5)Gable requires continuous bottom cher bearing. 6)Gable studs spaced at 14.0 co, T)This have has been designed for a 10.0 pal bo0om chord live two cocoon ument with any other live loads. 8)-This turas has been designed for a live batt Of 20.0ps1 on the bottom chord In all areas wnl xa a rectangle 3-6-0 tall by 24I_0 Wide WE rill between the bottom chard and any other m nal 9)Provide mechanical connector(by others)of truss to featuring plate capable of wrhatanding 1000 uplift at fcm(s)1.12,16,1T.10, 19,20,21,14,13. AlWAPNAYeVVXyCupr,pwxnalerceMaE40 Ne]EaeNTlll]INO tlIdLYOEOMIEN aEIEP4N[F PAGE M6]N]nr.I6UVM]baEPoaEY]E Yen vol.lel—wJY wN,MIIe.' n,'anWlanelannlnw.mtl klwm col dMY{g cwnp�mnl.rot O'adal..Ne .-1tho oull deYPp✓muAvmlry lM1`.11 n oI d —umm—m]PLMrIYkcuCrale RB dey,lnloaw nce{tll pIY tdird, Laruxlnd ]aCanxOb er entLUMY4 MIM..IrJ lluaweD W]u cdo{n parmwW lamp MRek' k dwoy{e[Ffal la vkMllyadbPevenlwpry!a Wmpe@M{nw'ul k4uYm]PIXwnYdroWe.Ra ge{wlJ alih,ca{eaaa<p taw M VUXe Ea13Ntl. ktilkdkM1 iMo2e.eslvay.mecMnWd¢kp of lNPesaN MmiMome Pi{MX]I/MI OY1MEYeel..a]kt2N146GY kukYNewdWea{Y TUIp,FL aE10 f5tly INMmllon WtIWe Man ln®%aNYUYM1e.218 N.Lee STvel.auee Jl2 Me]m]b.VA2R314. IJcb T. T.Type my PIl' 710222]90 I18WTOA T52 Flat Gil 1 '- aemw top aone) BrMing Compered Supply, JacksaXllle,R 32256a of a s Bar neui 6 Mi i sk Industries,Inc. Fn Jan 131253:532017 Pepsi ID:NBR56ob3KYLbtl91nLMGOYMg5-P?WDJrMa lZlp912e1}bMbEFW?ASOBem1Ey 1640 iI 21 bpV 568 I 6412 S41R SOB 6 4t0= Smle:Mel 6B= LN II 'Si0= RM II &12= 1 2 15 3 4 16 5 6 68= Ota= 4x6= 12 17 18 19 1126 21 22 10 B 23 0 24 25 M 7 M II JUI JUW4 red— JU624 Arsk AO= JU624 W—JUS24 JU6242v411 JUS24 thE II JUS24 JUS24 LN, 0.11-0 164120 2140 21dp-0 ~ 588 5412 64SOB bSYI Plat OBseta pCY)- IB Edg D3-01 1 03001 B7 LOADING(pal) SPACWG- 2-DO C&. DER �.ftm eft W PLATES GRIP TOLL 20.0 Plate Chip DOL 1.25 TC 0.W VWg UQ9 240 5420 244190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 VM(FL) 9 180BOLL 0.0 ' RepStress Ina NO WB 0.74 Horz(TL) Na BCDL 10.0 Code FBC2014TPI200] merx-MS Weight. 148a FT=20% LUMBER- _-� BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural Wood swell dial applied or680 oc purlins, BOTCHORD 2x4 SP ND.1 except and venicala WEBS 2x4 SP No.3'Emmpr BOTCHORD Rigid celling dlm,sly applied or 10-0-0 oc among. 1-12,6-13:2x8 SP No.2 REACTIONS. IIbrolxe) 12 067/0-58,14=4113/0-5-0 Max Uplift 12=�9%(LO 4),14=971 LC 5) FORCES. (Ib)-Max.Comp./sdar Ten.-AII forces 250 Qb)or lea4 except Man shown. TOP CHORD 1-12=35381853,Y2=-191 Y44B,2-0=-181 Y448,4-5=191]/450,5{-191]/4W BOTCHORD 10-11-57@502,8-10.57]2502 WEBS 141=-9051386],2-11-32W1M,4-11-12021J11,440=380/1802,43=1193/30], 53-34W164,]-13=121Id22,a-11-121522,63=-894380] NOTES 1)2-ply buss to be mnllacled togrhar WM IW(0.131-X')falls as follows: Tap chords connected as fcllovm:2x6-2 rows staggered W O9-0m.2x4 1 row at 03 O m. BOVOm Chards connected ee foIfiame 2x4-1 emeW 660 Ce. Webs cmmected as IOl10ws:2x4-1 row at 69-0 m,2x8-2 rove eaggemd N 68-0 m. 2)NI leads are musitlared equally applied to all plies,except if noted as IroN(F]or bank(B)fare in the LOAD CASES)section.Ply to ply Connections have been provided to distribute only Ioetb noted as(F)or(B),unless othembe Indicated. 3)Wind:ASCE 7-10;VUQ=130mph(3 second gust)Vasd=101 mph;TCDL=50pb BCDLS.Opsf:h=2511;B-fSX;L=2411;eava=48;Cat. 11;Exp B;End.,3CpI=0.18;MFRS bllredlonN);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide special drainage to prevent to,penong. 5)ThIs turas has been Beall for a 10.0 psi bottom Undid Inde load nonconcunent With any other live loads. 6)'This truss has been designed for a Ilve two of 20.Opsl on the nD6om Gard In all areas Where a rectangle 38O yet by 2-0-0 Wide will fit whaaen the bottom cndra and any other members,w8h BCDL=10.Opsf. 7)Bearing at ldnbs)14 considers parallel to grafin valuo using ANSYTPI t angle to grain formula. Building designer should very capadryoi Leeringmar., 8)Provide mechanical connection(by others)of buss to bearing plate capable of wehstandig 100 he uplift at prints)except Qidb) 12=956,14=971. 9)Use USP JUS24(With IW nails into Giller 8104 was imp Tensa)or equivalent spaced at 2-0-0 m mar.staring at 2-0-12 tram the NX and to 20812 to connect tmsetes)to back lace at bottom chard. to)RII all nail hoes afiete hanger Is In contact Mtn lumber. LAADC f%E(S) Standard 1)1+Roof Live(beiencetl):Wmher Immum=-1.25,Fate Iftemb a=1.25 Unit..Leader(pit) Ven:1-6=60.1-12=20 QW4MIMa-enW NWnWemtlxamLRFAe XOTEe PY ppm Aute MCWMOINIER REFERPNLE PAOFI�14Am'.fa0aVIbI00BE 119E. naelPr wa roc raa or+r wen Aa1d�PJ cunr¢ckri.IM ao49�6lrm..a�rur ar>nn wUeerea nom.and e w m ntlana aAdxo uumPurwat col ar"fia Brom mempealo"am'mmdindon sgFJk2YN ultleYgrpamrelsY[aKlpmanY lrcuMrote xtdeWi Mo meovertll wra Besse awiavnonmeato PwVannd�:arD ol.lmnwabmemr cord mamSaawY. wamrax wrw�doarrr�a,ernt*arna g�(' brwu/s�e[e4edbsPYAYYmdbpermicdlgle Mm Wefla@vaxl tVaY WJgWadYdmv3e.(u CrAprd P4ou,�raewa,aaw Ta=p' Fu1BM. prtdlLm.mad.a.pµyery.asYmuq pIXipollnmxm[I IrW MtenRseB/JWTrI FYoIYCIMb,%adem]aCM&MipCmgJriMl Terme.FL aaela yYy IiapmeXgr wtltlJa M1an prim Rule YSlllibe.2la N.l�slreal SI6312 Neva]13 VRZY314. Jab Tnu Truss TYPs Ob Fly TIOY12T9J 11B53TOA T52 Flat OlrEer 1 2 JOb PBb!¢aCe a I bmimlF Camp011Ra1 BI Y, Jazkmnsilm,FI32256 8.0108Apr 202018 MITsk IMI50iaR,I Vj P12"b2:83:53201TPe0e2 ID:Is9R56ob3NYLb00nILeM1G0yMh5P?ily8QI1MeAEeIZIV8128BIbflOCEFY.M?ABOBrvmEy LOAD CASE(S) 51600670 CmCe tWre Lo s(lb) Veli:8=EW(B)8=650(8)17d50(B)1�6 (B)20=650(8)21-650(B)n2 50(B)2 -= 50(B)20=650(8)2 650(8) �WRXXMO-VMry TYpn pnenMenuMNFJUXUTE5 QV 1X5EXO MCLUOEU MIIEN REFERENCE IRaEMC]eArer.e093T](E9EFOXEUSE �� poy Wplw utdiY wlM MlakW cwmolw.c ll`h wUl�kbaaloNYY*'mR>Mwles9uwm mf6lwmYutlLkAM lwMlg an4urnl.mi rylsiMMn.BaluauR.INs gMlgtlmige�mul vellN llr q(ik.YINo16e�ilfvunelrnad goleallY lrcwP��le llttleLLT blo llw orard bJ4g��.Woct4txMOlwlklo gevaY WCIIW9 Ule Yr1ANY MmweOOWac1'nEmemR wJY.N3JM1r AtmMblYmllMmwieM da9M MRek' ttlwri�epWW bsMtAIIYaMlo pewRCNlgt¢WI6PMW�Preeww ewvapgRPMlvmnXFe. r�w�Mda�Rmw9e na Ma F.We F.Nera. MvkaMl9aWe.aMwe�Y.d%Ibnatl dao' 21 N. Wf Mm 312,aWkVIR IGUIIIYQWM.bYJ9atl Kfl eVgROCNVUWIr TeINe.FL YY10 fyRlrlNnlMlan pvYtlMetan Ina Rob teats&41¢N.Lce ShaeL9Jb31 R.Nma 911VAMW, Job T. T.Type Oly Ph T10222]et 11863TOA Vol GABLE 1 1 0 Raferame Sit drug) Buileirq CampowNSupply, Jbk^inafte1e,Fl32258 B.OtOSApr 202018 MiTek lMwmes,Irc. Fn Jen 131263.54201] Paget ID:IvePb6ob3KVLb88mi ahWyMgStCXewoEc oIDXIOKOgGBW5??MNW QO rel 28812 26812 Sonri2 19 SUN=t,613.0 418 1] to 15 M 1 14 it 10 9 8 8 5 3 2b 1 3.4 c I 38 w 37 W M 34 2332 31 30 26 28 27 26 25 24 23 n 21 as= 28$12 26812 LOADING(psi) $ PACING- 2-OO CSI. DER. In B.) Waft LN PLATES GRIP TOLL 20.0 Plme Grip DOL 1.25 TC O.W Ved(LLI Ne - Ne 999 MRO 243190 TCDL 10.0 Lumbar DOL 1.25 BC 0.05 Val(TL) me, - We 899 BOLL 0.0 ' Rep SVees Incr VES WB 0.10 Hort(TL) -0.00 21 No Ne BCDL 10.0 Cotle FOC20tGIP1200T ought x-S Weight:262 to FT=20X LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD StWund wood annealing directly applied or 800 oc Wein, BOT CHORD 2xd SP No.2 except and verticals. WEBS N4SPN0.3 BOTCHORD Spin!couing direolly applied or l QO-0w bracing. OTHERS 2x4 SP iWEBS 1 Row at mltlpt 20-21,19-22,18-23,1]-24,1&25,1526, 14-27 REACTIONS. All beabrgs M-8 12. (Ib) Max Hort 1=363(110 12) Max Oplltl All uplift 1001b orlessatlolnt(6)21,22,23,24,25,26,2],28,29.30,31,33,3a,35,W.37, 38,39 Max Gmv All ma02Wlborlessatlolnt(S)21,1,22,23,24,25,26,27.28.29,3g31,W,3g35, 36,37,36,39 FORCES. (Ib)-Mar.Comp.lMax.Ten. All tomes 250(Ib)or less except Men shown. TOPCHORD 1-2=4321213,2;>_-3B9I1W,3 -372/1]].4 5=-MW165,58=-328r154,6-0=-30&143, ]41=281/132,89=-25&121 NOTES 1)Wlnd:ASCE]-10;V W=130mpb(8- and gwl)Vastl=lolmph;TODLZ.Opsf;BCDL-5.Ops1:h=25X;B-15f[L1]g;eevedX;Cel. II;EIS B;Enc1.,GCpib.t8;MFRS(dlrecfonal)and C-C Exteri 14-14 to"14,Inlerlor(l)44-14 to 28-0-0xme;C-C mr members and tortes 8 WEBS for reacdow an..;Lumber DOl=1.W plate grip DOL=1.60 2)Ab pleies are 2x4 W20 unless otherwise WICated. 3)Sells requires contlnuow WU=chord bearing. 4)This hues hes been designed for a 1C 0 wi botlom chord live bad nonwnwnenl wish arty other live loads. 5)'TMs lrwe hw bean resigned for a live Toed of 2COpsl On Me 1,0110111 chord in all areas Mom a reclalgle 36 to by 2-0-0 aide MII fit between Me bottom chord and arty other members. 6)Provide mechanlcal con-eii0 n(try others)of teas to baaMg plate capable of withstanding 100 lb uplift at joints)21,22,23,24,25, 26,2],28,29,30,31,3&34.35,36,37,38,39. QWAWWa-VaMyCNpnpvvxlm xW aEAn.,Ea ON naSANa YICLYOEOYIIEw.. no e.—1 . 11 BEfOHEY9E �'P veWJlau¢ony HT Mlek&emmshax Mf OOSyncMn[l aYY UP"+a paonel�>��Mdlilorm MMlwl Wdlp canryxanl.rot M1�a+mWm Bem�e ia,a¢IaIM�q uafka��TMal VenN maw3Ka+nv�au,ruW�wanete,.aa ww»n kkon>aale maa�annlolre ora,al asaN deY,y�. nrcn9kmrneealoaa�enll eeyakaMaa mmwen Y�eforcmramnmreawv.OtMEaxl wml rmapem ntaQse (i s11+/ah laTaoO M vItlYMYatlio pevemcWgm Wi fmtAefurswxl f VYmI gnMV tM,abre, ro�9g,�wd Pxdace�e9�4Raw {Y M. IkM1fldo9o.tlelNaY.eeacMTOM I�p ollnmeam[I lnmfWMIR�6WlI/IM1Qtll'/C,awlo.p3Bd9YM aC316.WliPCwnMaaEl aW4 Fuke Em BM4. 9!tl'/IrIpTOXM arUMa ken Ina FWlakaxx4e.2ie N.1�aM1cet SI1e 312 NefIXFIM13 VR22914. iurye.0.338 0 Job T. Thum TYPe ON Ply ndnz7ez 11B53TOA V02 vagby 1 1 Job Reference(optlmN &YNird Cmdawlll Slpply, Jedlmmilk,F132256 IO:NBRSBab3KYUm9mi_ Fri Ja19f2:53: Paget DGOyMrjSLO5U80FZNL?IMDrdMO¢1HWJt41rvmEw 25412 25412 6.ID 12 Scale=1!5] T 17 dab i 6 5 a 3 2 16 j 1 a U4 i 15 N 13 12 11 10 9 36= 26412 25412 LORDING(psG SPACING 2-0-0 051. UEFL In (roc) Weft UR PLATES GRIP TCI- 20.0 Plate Gtlp DOL 1.25 TC 0.23 Vml(LL) Ne - We So L4F20 244/190 TOOL 100 Lumber DOL 1.25 BC SIR Vail he - we 999 BCL- 0.0 ' Rep Street IPer YES WB US Horz(TL) 0.00 9 we got BCDL 10.0 Code FBC2014/TP12007 lltall W"Int.1400 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Stmdural wood Weighting directly applied or fl -0 co purilm, BOTCHORD 2x4 SP No.2 ewept.rd ve010a1a. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling dlreclly Applle0 or 1 O60 oe Demand. OTHERS 2x4 SP No.3 WEBS 1Row at midpl 8-9,Z10,0-11 REACTIONS. All bearings 25-04. (lb)- All Harz 1=350(LC 12) Max Uplift All upllft 1001 borlemal)olm(s)9,10,11,12,14,15 Mex Gemv All raectore 2501b or nem al lolnt(s)9,1 except 10=463(LC 17),11=413(LC 17),12=441(LC 17), 14=34&(1017),15�89(11LC 1) FORCES. (Ib)-Mex.Comp.Mtax Ten.-AII tomes 250(Ib)or len except w m shown. TOP CHORD 1-2=-107408,2 3=32 99 62,3A---284/133 WEBS )-11b-261/145,2-15=-2B4I150 NOTES 1)Wad:ASCE 7-1q Vu1p130mph(3-second gust)Vasd=101mph;TG9L=5.0pef;BCDL=&0psf;6=25ft;8 511;L-25ft;eeveAtl;Cel. II;Em 8;End.,GGpl=0.18;MFRS(dlreGlool l)And C-C Elderor(2)0-7-9 to 3-7 9,Idle lodl)37-9[024-11-0 mnl for mehnbem dra forces&MFRS for heecllon,shown;Learner DOL=1 80 plata grip DOIL160 2)All dates are 2x4 Mr20 uvlem otherwise Indicated. 3)Dade requires cominuals bottom dwrtl bearing. 4)TMs hose has bean desgned for a 10.0 pa bo0om chord We load nonconcurrent Win any other Ilve batls. 5)'Tllls loss Des been designed for a We load of 20.Opsf on Me bottom chard in ell areas where a nedengle 3 e-0 tall by2-40 wide Wil M between the barren cFUM and any other members,Mth BCDL=10 Ops1. 6) Petal mechanical connection(by others)of bust to beadng plate capable of witlwlanding 1000 udill at Janos 9,10,11,12,14, 15. WINNING-VMIy EWan pnnnehav AM RUD NOTFa PV 1ME AND MLWED LINEN REFEMNCE YA4E NUPUM—NIANDANS aEPom e¢ WpIa—a, in Mlea® 6 —l—Wwrt.nix m NNiLxA.,rpcanlAawel,rot Ina[Mlem 6eMe�.Me Uw]rdde�lrWr muN vallY 11n 4TMCWINolJm4ylManehenm]WMerhY F.c,ale MGesbn.Meovmtll dw41x1drY}l aWghvlaNdebPeNNIA"A1r9D1aM "DeweDaul/aclvtlmembAidYY.eadawWwanec Watll IhwocM WOW t WluK redamewc Ngw ever Hagondenc4/NMMf eC✓AWrxaa'1xYWgM'erNLLnl�. rw Whwhd PNlvlce repagXa 6YW VUYe EY 9NE. htlaEoprtlelWe.delNerY.aecMogbl 21$N. a LmaWerru.®eMAmIN VAM]4AwFLOMMw1aCY araJrNC4mlq^eel iarTa.R m1D adalS klMaWkn mAdie aMl,trim Fklle LuaaM.21 a N.lea SIree1.91R 31211NemNM11 V R R2i 19. Job Tess I.Type OM Fly Tto222)93 11853TOA V03 Valley N + Jab RNererce onBl BJIJngGmNoners SlgPY. Jecksomilb,FI32256 Jen 1312St 201) Pap l I0:NR8YMeG0yMQ6yatLUGNfnlMKEMwGfdgdozPXTrvmEv 21-1-12 23412 a.ao +2 SWe.IVA 16 5 4 3 2 1 a sxi is 14 n +3+2 n w e dib= 234-12 23112 LOADING(pSO SPACING- 2-00 CSI. Bill In Ott) Web IA PLATES GRIP TCU 20.0 Note G9p DOL 1.25 TC 0.18 Va ftgL ) Ne - Na am MFPO 24U190 TCDL 10.0 Umber DOL 1.25 BC 0.19 Ver l rad - Na 999 BCLL 0.0 ' Rep Stress Isar VES WB 0.25 Hoa(TL) 0.00 9 No Na BCDL 10.0 Code FBC2o14)FPI200T Mar Weight 12)b FT=20% LUMBER- BRACIN 1- TOPCHORD 2x4 SP Nil TOP CHORD Structure)xvnd sheathing directly applied or 840 oc puffins, BOT CHORD 2x4 SP No.2 except entl vedicals. WEBS 2x4 SP No.3 BOT CHORD Rigid cellirg dlracllynPlled or 100r)oc bracing. OTHERS 2x4 SP No.3 WEBS IRow at mil 8-9,)-10 REACIROI4S. Allbeadngs234-4. (IO)- Mex Hol) 1=326(-C 12) Mex Uplift All uplift 1001b orwas atlolnt(s)9,10,11,13,14,15 Max Gray All reactions 25010 or lees a[jdnl(s)9,1 except 10=452(LC t)),11=416(LC 1T),13=132(1-C tn, 14=346(LC 17),15=30o(LC 1) FORCES. (b)-Merv.ComplMax.Ten.-Alltown 250(to)or lass except when shown. TOPCHORD 1-2=-39W194,2-3=33&186,3-4=26&131 WEBS 7-10=2601145 NOTES, 1)Wind ASCE)-10;VJ1=130rnph(&second gust)Vasd=101mph;TGDL=5.Opsf;BCDL=S0psf;Ill B-15f1;L 411;what Cel. 11;EW B;End.,GCpW.10;MW FRS(tractional)and C-C Extellor(2)0-78 to 3 4-12,IMedor(f)34-1210 2340 zurl for members and tortes 8 MFRS for dwIll shot ,Umber DOL=1.60 parte grip OOL=1.80 2)All plates are 2x4 W20 unless Otherwise uncoated. 3)Gable requires continuous bottom"to musai g. 4)This truss has been designed for a to o psi bottom chord live load nonoanwnenl win any other live loads. 5)'This truss has been designed for a Ilve load of 20.0od on Me bodorn chord In all areas wtlers a rectangle 36O III by2-0-0van will lit between Me Whom chow and arty other members,with BGDL=10 opal. 6)Provide mechanical connection(by Others)of toss to beamng plate capable of withstanding 100 to uplift at joint(s)9,10,11,13,14, 15. Q WARN-waao,M xxvMw[-,a....aN]lad AXa WCLWED sows.. an sal m.I.is BEEOM ours, De+far wld 1«wX«urwm MI amo«xwoe»:.nad�9P�homa�+«,IvaPoa IxX«rvrl«s eww�«.db+«mMNWxd daMp=^TIHr'war rot ms•Mwo ee+«e«a.nolxno'oda+bor m�.l.rermfrewvW.mlNo+aeskn w«rerei.aaa mwarlvn�«waro rem4�mo n.o.dra eueroaangn laaro Naomada+o«aV«9nolm9orNVA19x11aoweU W/«alone maameawv.eeoe«xx reniP«avamp.nu«wrrt aaai9 �(• e WWrre]AeOlwekdNmJbpe�lcdl4/.avlml W.ie(awvX[1 h4LYatlPW«N Oon�. ra Wi«NPA7'�a re?V91¢ BW4Vub Tew KaLMbLaba9e,deN«yereCMmllxacxgol mafs[«tO1naT*Rm4 emFlYWNllucxh MwN.0.MJdatl BCYBWn9aurWawe e FL new nBta SYeIy IMwTdlan wtlNYe x«n liwlLbYseaAe.41BH.1ea5M1eeL91b 812 Nei«YW.VAYLYII. "q'F Job Tiles Trw Type Ory %Y - T10222]B6 11853TOA VM Valley 1 1 Jot Relererce Optional Building Compmarx Supply, Jsoraw—lle,FI32256 8.0109 Apr 2m earn mu ex Ind uatries,Im. Fri Jam 1312:53:5)201] Pagel ID:NBRSBab98V OIN ahGOyMtISHnCEZgGpryFO"OZ(SSup_pC_tXARye Ngwry U 21812 21812 elxt 12 ] Scale=13].1 e 16 are 5 4 3 2 u 1 a1' 13 12 11 10 9 e as= 21s12 21812 LOADING(pet) SPACING- 20O C81. DEFL In goc) IMeO Lb PLATES GRIP TGl 20.0 Plate Oft,DOL 1.25 TC 0.30 Ved(LL) ft - We BBB MT202441190 TCDL 10.0 Lumbar Da 1.25 SG 0.21 VGm(TL) Na - Ia V999 BCLL 0.0 Rep Stress Ina VES WB 0.20 HI 0.00 B We Na BCDL 10.0 Code FBC2014fP1200, Matrix-S WelgM1t nom FT= WIABER- -... BRACING- TOP CHORD &4 SP No.2 TOP CHORD Structural wood sheamirlg directly applled or 600 oc pumps, BOTCHORD 2x4 SP No.2 except end admadr S. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 1600 W breaing. OTHERS 2x4 SP No.3 WEBS 1Row at midpt 78,69 REACTIONS. All bearings 21 8-4. (m)- Max Horz 1=302g-C12) Max UplIX All uplift 100111 orleasatfolntfift 8,9,10,12,13 Max Grey All readlOns 250111 or less at Io rdip)0,1 except g=45]ILG 17),10=434(LC 17),12=333(LC 17), 13=431(LC 1) FORCES, get-Ma,Comp.Mtax.Ton.-At forces 250 glo)or less except whon Stmem. TOPGHORD 1-2=34&181,2-3-260'126 WEBS 6-9=-2591144,2-13=31WI61 NOTES, 1)Wllld ASCE]-10;Vu11=130mph is econd gust)Vesd=101 mph;TC9Ld.OpsF,SCDL6.Ops1;M1dSft;8=45fl;L24ft;eavelft;Cat. II;Exp B;Encl.,GGpI�0.18;MFRS(directions)and C-C Ehnen 2)0)-910 34-9,Inledor(1)3-0-9 to 21-]-0 2ane;C-C for members and forces&MWFRS for reactions shown;Lumter DOL=1.60 pate gdp DOLL 60 2)All plates are 20 W20 unless o taraise Indicated. 3)Garde requires mandamus bottom chord teeing. 4)This truss has been designed for a 10.0 Pat 10Bom chord Ise load loncondumeat whin any Other IIVe loans. 5)'This times las been designed for a IIhm load of 20.Opsf on the bottom c1ord In ell areas where a rectangle 36 O all by2-0-0wltle Nil fit belxaen the 11otlon,ctord and any Other members,Win BCDL=10.0psf. e)Prosaic,mechanical connedl0n(by clams)of tribes to down,plate capable of withstanding 100111 uplift M)oings)B,9110,12,td AWINNw4 wwYen uM flElONeiES GXTXIa INeWCLYGEG M/IExflEFERI NCE PJGEMIYTIT]m.laeYNlaaEPoXEYeE a{M GtlanpmemenWNlomzaYy WIM1 MIIeF:bcarredm IMs,leepn khawat wJY uynirvlemelan+Mmes.u✓]51umMIWYd1u4Lgcanrwrenl.rot aieiry[Imn eeMe m,IM MYtlxg Cr�kNa mlrslvalN IIw4Y11WMIN oldeYan Wanetersav]nttuNxe++W�goo.ciiubll damabl Wdn9�1'Jn.NCtlq WMnlMkt NavenlMM]Yq WIMIMWY ML¢wetmJlG clarGrr,emEarawyY.MkffiMbnlmW miEalmm brral'1,9 M ark' k WrcM,MLIetl Iw SkMlhaalo pewmlcoNWmwllnf aGaXGrax4MY ad goperrY JdnG9e. RN9eratl9ahEv'.e l¢WtlIgN L RMI Tengs.FL aYaBetl. IduwalNn nkxrpe.d�a'Y,era'Mnmltl Yp of Iowa Q,[Ilems(.Iarn waNlL/MIGWIy CMeM1r,DY.a9iM%NOMq<4aV4NN e edMy lrlwmolM. awMAe Ron lnm PabtYMe.218 N.1ee5haeL 9lb312.NeyWhVP22311. Job Trials Trus,Type CRY Ply T10222795 11853TOA VO5 VaNy 1 1 Job Reference(c5arel wit(adnpGlah supply, JaclaGnalle,If Matter 0.010$Apr202o18MITWKIdfd u%.Iw. Fd Jen 1312:53:58201) Faget ID:NBP5611E3KYLbtlemi_ahCDyi lv mMRgGN1GM%IMGOKi UCtP 5pHU VM t 26012 201 33.f run 'x ) Sr+le=1 $ 1a as a 5 3 132 yy 1Ll d n 10 e e e.5= z6ad 012 612 WADING(pN) SPACING- 2-0-0 M. DEFL In (bc) WWI IPo PLATER GRIP TCLL 2G0 Plate Gdp DOL 1.25 TO 0.18 Ved(LL) are - Me BBB MT20 24M190 TCOL 10.0 Lumber DOL 1.25 BC 0.19 VWgTL) 02 - we 989 BOLL 0.0 ' Rep Stress Irmr YES WB 0.30 HoraT.) BOO 8 rus Na BCDL 10.0 Code FBC2014f TPVN)O) McMx-S Weigh:103lb F7=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORO SWCWre!frood sheathing drectly applied or 0-0-0 oc pounds, BOT CHORD 2x4 SP No.2 avant and vedcaN. WEBS BN SP N0.3 BOTGHORD Right ceiling directly applied or 640 oc bracing. OTHERS 2x4 SP No.3 WEBS 1Rose h mlOd 7-8 REACTIONS. All hearings 2004. (Ib)- Max Hoa 1=2THLC 12) Max UplM All uplift 1001E or less alfonrll(e)8,9,10,11,12 Max Gm All reactions 2501E or less at loin[($)8,1 8xdept 9=46l(LC 17),10=427(LC 1T),11-301-C 17), 12�32(LC i) FORCES. (IDI-Mex.Comp.rt.Aex.Ten.-All lorce5250(Ib)or less except v.Ten sM1avm. TOPCHORD 1-2-3301168,2-3=269133 WEBS 68-2601145 NOTES 1)WiM:ASCE)-10;VU1=130mph(3.e gut)Veld=101nph;TCDL�.Opsf;BCD".OMV,h=25ft;B- 5ft;L=24ft;aave=4ft;Oat. II;Exp B;Encl..GCpL-0.18;MWFRS(directional)and C-C ExNdior(2)6)-9 to 3-7-9,Intedor(1)3-7 9 to 1911-0 mna;C-C for members and forces 8 MW FRS lot reacaon5 sh...,Lumber DO1=1.60 plate gup DOL-1.80 2)All plates are 2x4 W20 unless offenses IMlwhd. 3)Gable requires wnlilxfaus bottom"M beading. 4)This buss has been designed fIX a 10.0 psi Notion chord INe bad nomodcunant vnth any Other live Toads. 5)"This truss has been designed fora live Iwtl of 20.0pt on the bottom chord In At areas Wflere a redzngle 3&O bill by 24O Woe sell fit belween Ne bo8an clwrd al any other members,With BCDL=10Op$i. 6)Provide mechanical connection(by others)of truss to beading plate capable of withstanding 100 to uplift at fdnthd 8,9,10,11,12. QWAM'WeVVXy Catlanpvemafart mCPEIO NOIEa IX1IM,ANDWCLYe®Y/ET aFFERAN$EV<eE M6I1Anr.I6RYaa1$6eE0aE a5E CA>tw'I]Iwum aYW�m MaeL.pn�redon IMtluLy'tkbgatl wYY�W eenn,e—t.. antlalam K11WYM Wale cre,,menf ml l11�6PMae Before u¢IM WQp W9yvrmlrslvalN il¢gyJktlAlNolde4�lwanrefareaq payNddbonn II'B�Ydn Nlolsccr nyl ys[1p Mtlgi. 10 ig Yv "ansmpevwiM ervolon..lnmwebad/a clwaa mamOms Wv.P[Wlbexl lemPnay Wl0.mxxmlM Jp e'( kW/aR reNedbikOalY�l'Wpevanl coR[ase x4dlv�tlMeeemMrMava�e PePeM WnoA.era�xatl PYLaua maa<drea.a ,PoAPeM Eso fM4. kdkVlkM1alaoae.Mvery.aeclMnmYd 'rq olMrmevoM Nm A+IemS+eMN,I/1111GEN Gbi4.UL-$9 tlM 1LR NiNlipeon,uwnl 9ltlW INpTe,en auWxe Rdn l�PabtYxae.R19 N.Iee Shcel.SARJi2 MCRO Jb.VRRR]IL. iarrya.FL 30610 Joe ansa Truss Type ON PN TI02tynXi 1165, V06 Valley 1 1 Job Reference fiore BuiMilg CampolpN Supply, JxJmorMlle,Fl32256 6 mi-ahGOyMotEgKT-Wl3Raies,ilw. vMui 31253:alxdr a9Es 10:IVBR58ob3KYLbdBmi_e1M0yMfISEOKt WI3Re11ku4V�vZXJu1wOM94OF1xtlBDorvmEa 16612 f 6612 12 3cM-196.1 19 6 sae G 4 3 2 t2 o a"4 11 10 10 'a a 6 16612 16612 LOADING Loan SPACING- 2-0-0 CSI. FHou(TL) In Poll) Viten L/d PLATES GRIP TCLL 20.0 Piste Gdp DOI 1.25 TO 0.39 Ne - Ne 998 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 nm - Na 998 BOLL 0.0 ' Rep Suess Imr YES WE 0.25 000 7 Na We BCDL 10.0 Coda FBC2U14/rPy2007 MatdxS Weight WIn FT=2086 LUMBER. BRACWG. TOP CHORD 2x4 SP N0.2 TOPCHORD Structural wand shealNlg directly applied or 6O0 W FLUJIM, BOT CHORD 914 SP No.2 except and ventral, WEBS N4 SP No.3 BOT CHORD Rigid ceiling dlmdy applied or 10-0-0oc bracing. OTHERS 2x4 SP No.3 WEBS 1Row at midpt e-7 REACTIONS. Allbeahngs1844. did- Mex Horz 1 454(10 12) Wb Up1d All uphill 10011,orlessal JOIrds)7,8,10,11 Max Gmv All reaction02501borless9l)0mits)7,f except 8=475(1017),10=358(1017),f1=Q9(LC 1) FORCES. (Ib) Mex.Comp./Max.Ten.-All tomes 250(b)or less except widen shover. TOPCHORD 1-2-2861154 WEBS 68=209/148,211=341/115 NOTES 1)WiM:ASCE 7-10;Vult=130mph(3®stand gush Vasd=101mph;TCDL3.0psf;BCDL=5.0pet;11=26m;B=45f1;L=24tl;eav Aft;Cat, II;EMS:Encl.,GCp".18;MFRS(direGiaal)end C Exledor(2)07-e to 3-7-9,Idmrodl)31-9 tc 163-0 20ne;C-C for maintains and fomes 8 MW FRS for reactions shown;Lumber DOL=1 BD plate grip DOL=1.60 2)Ail plates are 20 MT20 unless other ese Indicated. 3)Gale requires continuous batlan cibrC bearing. 4)This buss,has been designed for a 10.0 psi bottom chord use load nonconcla ent ant.,.the,Ilse bads. 5)'This Was has been designed for a Ilse load of 20.OW on the Whom chord In all areas w0am a rectangle 360 Oil by 2-0-0 wide will fit batsman the bodom dmrd and any other members,vnth BCDL=100psf. 6)PmNde mechanical connedion(by others)d truss t0 bestng plate capable of stMtanding 1001b both at Jo real 7,8,10.11. hasen a.V-111 npnnm�maMaaae HOrESONnaYxNatlKLY0E0Y11ENaF£EaWCE PJGEMRJ41]m.16VLA159EiGaEY9E �� Dapn seen�.onr win FYIeAB.cmrvclux lmcesan awn.0.1"W'analan Lww,.awamr.n aalulvai L.rali9=omw.�m.�I nmsMam eemre�.IM lwlare 3�w+.+m°�l vann me�yplcminaamyn w�oaelxrsad ww>anMale ma.m°y�moll»ova�al °y4yrw d�qn RaMmeaaledarowavaaelxanxr almAu�n lma�veDdq/a dnmmammn or�r-rauwwlamco,wa°f o°m«.walr,m MiTek Kdwaw�aaeeOMtlWMaWle PeueMCW4°a xlm Noxa Pwa°a hYaY m]Pq>wlY Wna[re. ro�9aawLl Prance�e2adMaw ° v aNa kdtolbry slgppe.delNgy.6(p:Xmatl ba'ipolmNe[avJ Tmayilxmx wa1N91/1%I OWpy LlXtlu.09ai9m]aCYMYNpCangoMnl �FL ].i0 �. yy4ly llYmnelan a°rYlae Yun aha Rab YUXM&2Ie N.I�Saeal,Saledl2Nsru✓A4i VPR231 G. ° 11 T, Job Tms Trlaa Type Ory PN T10222]9] 1185YTOA VO] Valley 1 1 Job BUNLIr0 _ RMN qCmpww831y1y. JeMsr✓lle,Fl e6rc i23d0021] P DNfiP5oKWneMGDyWJ5-iLUNBrJiCMEWgTb %RWCPOGNvErvEr 1&612 1&8-12 >FI-21 BCBIB=tA2.0 31AG 5 4 3 2 12 1 a — a 3114% tt 10 9 3 7 1661z t6atz LOADING glsq SPACING 2-W CSI. DEFL In (hoc) Melt VC PLATES GWP TCU- 20.0 Plate Odp DOL 1.25 TC 0.20 Ver(IT) ma - Na AN W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Ved(l� mr, - Ne 999 BCLL 0.0 ' Rep St.Inc, YES WB 0.19 Hor2QL) 0.00 ] Na We BCDL 10.0 Cada FBC2011TP12007 MetdxS WeIghC BOlb FT=.I-Mil - BRACING- TOPCHORD RACING TOPCHORD 2x4 SP No.2 TOPCHORD Slmclural wood sheathnng dare dly applied or 6O0 oc purlins, BOT CHORD 2xd SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 1"-0 0 oc brecing. OTHERS 2x4 SP No.3 WEBS IRow at thimt 6-7 REACTIONS. All bearings 16-84. Ob)- Max Horz 1=230(LC 12) Max Uplift All uAlft 1001&or less at jonads)7,8,10,11 Max Omv All reactions 2S)lb or leas at goings)],1 except 8=471(LC 17).1RW(LC 17),11=Z70(LC 1) FORCES. (lb)-Max.Comp/Max Ten.-AII lotus 250(lb)orless except Often shown. TOPCHORD 1-2=26&]40 WEBS 5 8=-262/146,2-11=-271/14] NOTES 1)Wind ASCE 7-10;VW1=130mph(3eOxxxx ghat)Vasil=101mph;TCDLf5Ape1;SCDLd.Opsf;4=2511;B"51t;V24ft;sava_4d;Cat. II;Ex,B;End.,GCIPI=0.18;MFRS(iflaculonN)and C-C Exl lor(2J 0.7-9 to 37-9,Iniellor(1)3-]-9 to 167-0 mei;C-C for members and forces 8 MFRS lar reactions shown;Lumber DOL=1.60 plate gdp DOL=1.60 2)At plates are 2x4 W20 unless otherwlse Indicated. 3)Gable requires continuous bottom chord bearing. 4(This Imes has been designed for a 100 psi unarm chord INe load rimconcunsnt Win any other live Wads. 5)'The buss has Oeen designed for a Ilve load of 20.0ps1 on Me bottom chord in all areas all a rectangle 3U tali by 2-0-0 wde will fit between the bottom chord and any other members,Win BCDL=10Apaf. 6)Provide mechanical connection(by others)of truss to bearding plate capable of wiRlslanding IDO In uplift at(dngs)7.8,10,11. �WF.YNWSVeray btlen pmxrefercenJFEIO NOTEe ON nN9INO HCLVOEp IMEI[FEFEMNCE VPLENaTaTln✓.160.LS0159EFOFE USE �� rBba{P wIW I«uis«YYwIT MIIat�TMc«Irledolc 6tlIlewsgSwsHre«m Ms�WrsAYiYaplWp✓eve9rytlperMWNuvae vJWixlrynpt xb YopYno Wkl wlvrynlµrl allVntlB4bYmln«^1MoPl—K MI—dIa xldptlyN.mr1�tl BIb.IwMmMM«lNhraalle bIrNaas rIrpBfSmM mtr1l1wa rIwlnnLarreprtd l MOW wyaraBMrerxXdmM eBW Pub EY BNL. safte, Nrtalwoy.vbweryiaeceanudMers", 1nrveswJT 1,.s.ree/1Xf1I1Nr Oa�MOEwrB.DIHe aMeeN bYin9 VBmWBBBr TuryB.FL.. edBlw VYmmIIM avdYie O«n llrnlMa Mrlllle.RI8 N LeBSTaeI,SYIBJI2 OAmd4 VF'Y181 G. Jo10O 53TOA VOB Trim Trw TYPe OrY PIY T1022E]90 j 1Valley 1 1 Job Paferellw o Dore &iMllp COlnpmeM Supply, JB.^k4prvllle,F132253 0.010BA-� o0 16MITexlrWuatrie S7gFHIfl YIor it 234:012r11] Pagel ID:Iv8R56ob9KYWEeInI_ahGOYMrybAY81OBKNZBIS]gFH1Oyl01liryM2T_e%VF6limwnEq 15-092 15812 6.0012 " =1:der 39 i 1R 5 3 R 1 d 3e4% 10 8 13 0 ] 15092 16 12 LOADING(pal) SPACING 2-00 C81. OEFL In (do) losing UO PLATES GRIP TCLL 20.0 Plate Gulp DOL 1.25 TC 0.1] Vel1(LL) We - We 999 MT20 24W190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vell(TL) No - We 899 BOLL 0.0Rep Stress lna YES WB 0.14 Horz(TL) 0.00 ] Na Na BCDL 10.0 Code FBG201VFP12007 Mahlx-6 Weighb]0lb FT-20% LUMBER- BRACING- TOPCHORD 2ul SP No.2 TOPCHORD Structural wootlshaMMng clrecdyapplle0.16-60 oc WtllFe. BOTCHORD 2x4 SP No.2 except and veNicags. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 100-0 oc bradil OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-0-4. (b)- All Hor21=206(LC 12) Mex Uplift All uplift 1001b.fleas aturrins)],8,9,10 Max GmN All reactgori 250Ibor less atjognl(s)],1except B,t60(LC 17),9=W2(LC 17),10=289(LC t) FORCES. (Ib)-Max.Comp.IMax.Ten. All fomes 250(ID)or lass except when shown. TOPCHORD 1-2_257/130 WEBS 48=258448 NOTE& 1)Wind:ASCE 7-10;Vo t=130mph(3 Pxocnd Bust)Vasil=101mph;TCDL=S.Opal;BCDLS.Opsf;h=25ft;8=4511;L=24ft;eave--aft;Cat. II;FV B;Encl.,GCp1=0.18;MFRS(dlrectlonal)end"Estelior(2)07-9 to 07-9,IMellof(l)3-]-9 to 14-11-0 mne;C C for members and forces 6 MFRS for reactions shown;Lumber DOL=1.80 plate grip DOLU160 2)At pleas are 2x4 N1120 unless omereese,Indicated. e)Gable requbes consist bowar Mord bearing. 4)The truss has been designed fora 10.0 lost bottom cord We load n.ncorlcurrent with arty other[No bads. 5)'Tito truss has been designed for a live load of 20.0pN on Me WU m chord in at areas wtlem a rectangle 39LO tall by2-0-0wide fall fit beMeen the bottom chord and arty other members,with BCDL=10.O,ftl 6)ProNUe mechanical connection(by others)of was to bearing plate capable of Withstanding 100 to upon at joins)],8,9.10. �WARNw4 VMly MNpnpvnmrtxe mO ease NO]Ea ce feS AN.M0.YOE.AtlFFNPEFE.9ANCE VALE.1171 e(Y9YNI59EF.gE YSE Yu IXL{'p vdMlorweNY�m MnuXVtmnructoa.RhdaL{n abvetl wY a nPtumielen+lwwrt exa]RbimMMWXM bxaMycunyrenL rot �` a nuzmlanlbxxa¢e.ttie.uYAry mtl{Fci muS verlN IM wmucmilNot xatn W�'�eteW�m0 rxor*inYPliL�faWrorn Ih4tlaYp�Fie IM ovadl .,fo e. PaSi2lMkaletl4rnPevevatwcNMorhvkJMnYmmvNrutlf«vhrammnOwaeWYIFrcAbmr�Nrl'mdpninaeveraMxArp MiTeK kdwaybrttxleOlu iY3PIrywJW Wevml wIT W»Aeftvmrxllfe+Y aIcybtlky:Wlrybpamikuuaapnpew,IXdKlveley.M1adxri ilnMsnaMtlblwtaucMMepr1ao2l1n8rmN.51mtl K G1foren drxna9exfrn.9.-M,aRiCc3h✓:e_ieyiQ-rg IM 600 PaFNLe eeleetaJa312bVA2M14. Tep3EYn101,d Job Tve Thal Type Ory Pry 0222 e9 11S53TOA We vales, 1 1 Job passeems016 NTA onN Building Component 519RY• JacMmilb,F192258 S.DID a AV 20; 165-AYSIOMICIBIWiflro. Fri Jan 131254:012017 Pagel 10:NBR56ob3KY11M9mLebGOyMfSAY51OBKIGBIS]gFH1Oy1Gk_ARpMFTGXVF611MvmEq 131,12 15412 2N Sub=1,102 4 600712- e 3 3A I 2 0 1 Y Ld 1 7 9 w II 24 II 2vs II I LOADING(pt) SPACING- 2-00 CSI. OEFL In (hoc) iftet w PLATES GRIP TCIL 20.0 Plate Gni,DOL 1.25 TC Cm Vert(LL) n/a - Na 999 W20 24 90 TCDL 10.0 Lumber MIL 1.25 SC 0.15 Ved(TL) we - Ne 999 BCLL 0.0 ' Rep Stew Incr VES WB O.CG Hmz(TL) 0.00 5 Ne Ne BCDL 10.0 Code FBC20147TPI2007 Ned WSighL 8011, FT=20% LUMBER BRACING, TOP CHORD 2x4 SP NO2 TOPCHORD Structurt¢vod sheathing tiredly applied or 680 on proms, BOTCHORD 2k4 SP Not except and ventrals. WEBS 20 SP No BOT CHORD Rigid calling dlnx,ly applied or 10-0 0 of,bracing. OTHERS 20 SP No.0 REACTIONS. All Geamge 134 4. (lb)- MmHoa 1=182(LC 12) Max Uplift All upIM 1001b or less al loint(s)S S 7 Mex Grey All reactions 25011,or less at loinds)1,5 except c373(LG 17),7-4i 1) FORCES. (Ib)-Max.Gomp.IL9ex.Ton.-All tortes 250(Ib)orless except Ymen shorn. WEBS 2-0=-294/182 NOTES 1)Wind ASCE 7-10;V W=130mph(3-second gut)Vaso=101mph;TCDL-3Opaf;BCDL=5.O df;h=25t;8=4514 --24d:eau fl;Cat. 11;Exp B;Erol.,30pi=0.18;MW FRS(diredicnt)and C-C Esuagor(2)0-7-9 to 3 7 9,Ilderlor(1)34-9 to 13-31d 2om;C-C for members and forces A MFRS for reactlone shown Lumbar DOL=1.80 plate grip DOL=1.60 2)Gable requires cnntimlous boltorn dr0rd bearing. 3)This buss has been designed for a 10.0 pt botom chard live bad nonoonourre rt Win ft /other INe leads. 4)'This truss has been designed lora Iive load of 20.0ps1 on the bo tom chord In all areas where a retargle 36-O Wil by 2-0.0 aide will lit between Ne bottom chard and arty other members,Wm BCDL=10onsl. 5)Provide mechanical oonnWifin(Dy otrmsl of buss to basing plate capable of ailhtaMiro 10011,uplift at]drills)5,6,T A Moses-Vwlry (,,,p ,irafaomeomaoa M6dMOMCLVMOM'/ENNEEEPGNCEPd4EWilianv.faaodant.UW YSE W6 iu mri4aaYV Mm,.r.cmrechde.M,tleLPIahaenawJvµonWwnelenbMwn.oid abi a1.,...,a mn Wienl.ml Mm osr—eelwe M"a"W� —1 wnlN Ne(+L1haYMN oI VHApnluvmeiasm]I PoAYbPo9*ITe Ma W6an MO aaw .Nl aaanaegm.a+rehmL:aleeewwe•lern l.>,wne ornaw.a lmm�.•aomula rnaa maNma«+v aaaxara raNe«m aia l>wmana«Ire MiTek' kaadhru Aeab4YahNaglopevaNCWgee Wm«Y9eF IlaaYadwcPaly WnWe.(d 9el¢rapWaceleJaare 1,e W4F.rx.EW 51.tl. kdbdbll,eMoae.Mruery,erslbnm]MWIq nnpivmadllwsyetamLma4XL/MI WYIYCkNrN.aEade ant KA W Wn9 Cwrpwxrtl }yM.yypmym M1gnyo FNM nalmR,218 N.me WM1.ani 312,OlexmaAi VR22314. lu,FL min JobTrues Tmss Type Ory Pty 02220 ".TCA VIO VNIeY 1 1 Job ID:NBR50ob31(YLEE9mLFe 'e a 4anel Bums"Campvnro3upMk01N1B.Of0sApr 29216MIRe 0, . Jan13f2 0f]Pepal eMMf5a07aKyVlzgUbTGB1NGqS6JWrs ] Ep &&t2 8812 rasa II Sore 1:26.7 3 6.f0 FIT 34 1 ] 2 e y 1 4 ' 24h41 FC 2M 1 COMING(Pal) SPACING- %0 CSI. OER. In 0.) Well W PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.23 Ved(LL) Ne Ne S99 MT20 244Y190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vial N -e - we 999 BOLL 0.0 ' Rep SBess Inv YES WE 0.06 Horz(TL) 0.00 No No BCDL 10.0 Code FB32014ITPI200] MaMx-S Weight:3 to FT=20Y. LUMBER- BRACING, TOP CHORD 10,4 SP No.2 TOPCHORD Structural wood shealNng directly applied or 64o do pupils, BOT CHORD 2x4 SP Not except vW Wrtvla. WEBS 2x4 SP Nora BOTCHORD Rgld calling®redly applied or 1 M-0 o6 bracing. OTHERS 2x4 SP NOS REACTIONS. (floelze) 1=119166-4,6=11 YS&4,5=3891644 Men Hors 1=112(LC 12) Mar Uplift 4—23(LC 12),5=78(LC 12) FORCE& (Ib)-Mer.Comp./Max.Tan.-All fomes 250(b)vies.except M.shown. WEBS 2-5-292Y21] NOTES- 1)Wind:ASCE 7-10;VW1=130tnph(3second gust)Vasd=101mph;TCDDOpaC BCDL=5.Dpsl;h=25X;B=45R 1r24M1;eeve=4ft;Cal. II;Exp B;End.,GGpl=0.18;MFRS(direction)and C-C EderI 0-7-9 to 3-]-9,Inlerliah)3-]-910 8-6-0sop C-C for members and!forces B MIN FRS for reactions shaven;lumber DOL=1.80 pate grip DOL=1.80 2)Gable requires continuous bollom Chord bearing. 3)This truss has been deaigrexf for a 106 pst Orion chord live bad vJnoonmurent Wth arty other live loads. 4)-This Buss has been designed for a live load of 20 Opef on Me bottom choul In sll areas where a rectangle 366 tell by 2-00 won, Will fit Gatwaen Me bottom void and any other member. 5)Provide medlanleal oonnevion(by olhe rd of truss to lensing plata capable of wllhstanrg 10016 uplift N Joints)4,5 ALWINX.WBVwtly Mepn pxxmtnv mC PFPUNO]EB OX rNtl NIBW[LWEO MIENPEFE.LNCEVA4EMM1FII]m.l lOI6 BEFOaE UEa 1 �� .bovseer rsewYYw41n M11eAY 'rm.IMtlaf¢r4L uwtluiYY W+r,V ank+len Nuwn avJalttm MW.M tMcap<wnrwnnlro In6Mlart Baba ve.bwuArBM1�bV'+mulvelM IMINIXtlr>Wjn PuaneMmma pgMN MUW ala AhGObn MOX¢ovartll waroea,lvr.aaunxrxm.aaronawaml.>,mxwan+nuna�wwwuawarrrarrmw.mv.A�uwwlarrwalIXYadoerm�Wallaacro MiT@k' 6dwary reg11M11n GY11NaMbPeVenitWyewllBga2ie lWsdvl xMryatl PaGarrVdua�. carp rMYgi4MnerepadgP'e � Aaya.daA9yreoaF. e EM M. Bal Masmetm afYLalan1®FalaxWMe.21a N.IwSM1e01.Who,31Z NamMh VA M14, -rrye0. A6f0 job Tmoi Tm®Type Ory Ply '1 T10?IIBO1 11053TOA V1f sell, 1 1 hb Reference(optlgMh Bu9krg ConsistentSulJacxecmilM,FI32258 6.010sApn2o2016.WIMusNes,6e. Fndanf312:54:03201] Paga1 Ip:IVH(L56ob3NVLbdBmi ehG0yMg5AwaWplLeVo29N)PpBp_VIB32LL3hKim1'bOMZrvmEo 013 hP13 SW0-1:22.1 2M II 3 iron 12 2M II ] 2 6 1 4 d 4 2x1 &4 II 2.1 .I I LOADING (pal) SPACING 20-0 CSI. DEFL. In (lac) IyCab W PLATES OMP TOLL 20.0 Plate GOP DOL 1.25 TO 0.1) Vei Na - No 999 1,11-20 244/190 W0 TCDL . Lumber DOL 1.25 BC 0.12 Ve9(R) Na - No 999 wlC 0.0 ' Rep Stress Ina VES WE 0.06 Hord(1L) 0.00 No use BCOL 10.0 Cade FBC2014RP1200) MaWt-S I Weight:27 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural xrood sheathing directly applied or 6A0 oc whim, BUT CHORD 2x4 SP No.2 except end ve ticais. WERE 2x4SP No.3 BOT CHORD Rlgldce111ng Oreclly epplietl or 1M-0oc beading. OTHERS 2x4 SP No.3 REACTIONS. Qblead 1=510-05,4--12W-0-5,5=3287-0-5 Mex Horz 1=91(LC 12) Max Up11111--25(LC 12),5=-66(LC 12) FORCES. (Ith M.Oomp.Mtax Ten.-All tomes 250(Ib)We.except Main shovm. NOTES 1)Wind:ASCE 7-10;VUIL-.130mph(&second gust)Vasd=101mph;TCDLd.Opsf;BCDL50pi h=25X;B--15h,12411;esti Oat. 11;Exp B;Encl.,GOPL-0.18;MW FRS(dlrec6onal)and C-C Ezerbr(2)P]-9 to 3-]-9,Irltedor(1)3-7-9 to&11 1 2orle;C-C for members and li 8 MWFRS for reactions spavin;Lumber 0011.60 plate grip DOL=1.80 2)Gable requires continuous boltan chonC timing. 3)ThIs truss has been resigned for a 10.0 psi bottom chord live load noncorcurranl Win any Miner five loads. 4)'This truss has been designed for a live Toed of 20.Opst on the bottom chord in all areas More a rectangle M-0 tall by 2-0-0sida MI fit bassoon me bottom chord and anyothe,members. 5)Provide mechanical connection(by others)of thers to beading plate capable of sithstanding 1001b up11tt At pards)4,5. AWAPNMO VMyCWpn pumMve mM READ.. aE E PoPE VSE M1.'sUr 1NMuf0aYY�NTM1ek©cwetr:lus Rh M4 Inpryll9m Balae�lla dY01ptle1¢w�m�¢Im NI yA ltlN I. .`SAI buung� aeongemawemxwx•«e u<Wr / .,le I nn .. ,�rru MIT2k kdirn rBgx00kxgtlNy agabVJIg00CYolf �I li rin +✓nY �uy polu gO6n, IY r�'gIKM1 OppJp,HWery aection Ynmy ag J Km yslenii MNRI 51/ Igwllty Chi par 899 mtl Kv61 Wrong 6001 Peine Ee¢1 BIrtl. tlNy NItlrMXpr wdlMOxgn inn Rule Y¢Mr1e.21e N.leO.gx`x1.91Ie 31 R,P1ermM¢VAY[311. i Terrye.FL a'f610 Jab These T.Type ON my TI0212302 IISSROA V12 Vet" 1 1 Job 20 ere 'orel Bui101np Gomparenl SuppN, JackswwilM,F132266 B.OI0 Apr202077.ID Cl 7aieslro. Fn Jen131234:0420,y0zvm 1 ID:1vIW58ob3K1'Lbd9ml ahGIA.}AQ6aPUIDMCAe]09H_vllVlnENCCC1OMpMU_BCLYWrvnrEn &&12 8612 2.4 II 3 600 F12 as II ] 2 e 1 d 2'4 i Ss b 434 II LOADING(pen SPACWti 240 CSI. DEFL In (I¢) Vdell IM PLATES GRIP TCL_ 20.0 Plflte Grip DOL 1.25 TC 0.23 Vintga) Ne - Ne 90B AR20 244190 TCDL 10.0 Lumber DOL 1.26 BC 0.15 Veft(TL) Na - Ne 999 BOLL 00 ' Rep Stress Inm YES WE 0.08 Hol 000 Ne Nfl Bi10.0 Cade FBC2014lPI200] Meftel Weight..34 lb FT=20% LUMBER- MIM I} TOP CHORD 2x4 SP No.2 TOPCHORD Smucu!'al wood sheathing directly applied or 640 m porins, BOT CHORD 2x4 SP NA2 except and vichi ls. WEBS 2a4SP No.3 BOT CHORD Rigid ceiling dimply applied of l0-0-0ocreading- OTHERS 20 SP No.3 REACTIONS. (b/size) 1=119/36-4,4=1158-34,5=389/3-64 Max Horz 1=112(LC 12) Mex Uplllt b23(1_0 12),5=-]9(LC 12) FORCES. (lb) Mex.COmp.Mlax Ten.-Aft fomes 2W(Ib)or less except when shown. WEBS 2-5=-2921217 NOTES 1)WIM:ASCE 740;Vu8=l WMph(3aWWd gust)Vasil=101mph;TCDL-5.Opet BCDL=50pst;h=25X;B-1Mt I.=24M1;00ev 1X;Cal. II;Exp B;Encl.,GCPI=0.18;MFRS(dinedimal)and C-C Eldedo!(2)0.74)W 3-7-9,INedm(1)3-7-9 to 8-5-0 zone;C-C for members eM forces&MFRS for reactions shmRn;Lumber DOL=1.60 plate grip 001=1.80 2)Gable requires continuous bottom chord bearing. 3)This muss has been designed for a 100 psi bottom chow live load nodconcunent Wi any other live loads. 4)-Th1s Wes has been designed for a live load of 20.Opef on the bottom chord in all areas where a rectangle 36-0 all by 2-0-00 ande all fit between the Whom chord and any other membem. 5)Provide medrsnicel connection(by others)of truss to bearing date capable of WihstaMUg 10010 uplift at joings)4,5, Q WIgIINe-YrtpyC 'ivmMmvM PEAO NOTES der has Na al[LWEa MIIEx NEFEMNCE Ismssel1A nr.109Y101a BEFORE 1leE. 6sbiWpMmpyy YAIiMIONIDccn,eGGS.RYulal3nkQ srsMYuµr,{xu�n,eners tlwvm mdklwmMlNtlrtl datlYpeam{.vn^nl.rot Lu rydkrn.B91pe um.ll'e MaIMq tlsylrer mni vMN lM 4W Ico51M of rvmrelen utl q W alv hEGMula aM der�n No II w uva�Gl IrlJy Berta. a«ror�maeawp�.eblla.:woGa�wldwme:waoavG r ar�rra+au v.neallmn k,mwravman.rnv+rnna�fa MiTek kGl+vRreiea0 bikprYugbpxwnlcGl4®MTPo>�1a Po�a-YYx F1 W rnl poFaNGNnWs. fop mtl PKi�cer%Gl1p Te mzamnsNra9a,r�avprv.amcaraaeracxoalnma,alnamlam.le<wxvmn arnlM ce.no.oaav maealmuro�morr.+ oa rerv.fen fiwa MMylnlpmdlen a✓�eaan lnet Rrsle FmOMe.21eN 1ae5hw1.911e 312,MewMt1 VRYLi19, ierrya Gl]Yt0 Jab Those Tw TYPa Ory PN' 710222003 I 185370 V13 Vellry 1 1 la Elders.featured) BWltling GomporeM Suppry, JuksonvilN,FI32258 e.g'asmi-A 2020157ulDMCwlaealrc kWkINngMF 4201] Prge1 IO:WBREBOW3KYLbtlemi eM30yMij5a))uiDMGGb]g9H_®XVkENc/L1 NIIpMF_BGLyArvmEn IeP12 142-12 241 II Scale=1.'U.] 3 6.g012 LN II 2L 8 d 1 d 2M 1 5 4 Lit II 2M I ( Lomm bell SPACING 2-44 CSI. DEFL In (lac) Ideb W PLATES GRIP TCLL 20.0 Plate GRp DOL 1.25 TC 0.3] VeR(LL) Ne - Na 890 '1 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 VeR(rL) Na are 999 BCLL Co ' Rep Stress Incr YES WB O.CB HopCTL) -0.00 4 Na Na BCDL 10.0 Gorda FBG2014RP120W Metrh-6 WeI9M:421p FT=20% LUBBER- BRACING TOPCHORO 2x•4 SP No.2 TOPCHORD StricWml wccd.heathIhg chrectlyapplied 016-00 oc putliro, BOT CHORD 2x4 SP No.2 except end radicals. WEBS 2x4 SP N0.3 BOT CHORD Rlgtd Celling tllraclly eppiletl or 1400 ac bracing. OTHERS 2x4 SP Ni REACTIONS. (lb/sIce) 1=181/10.2-0,4=8&10.2<,5=483110.2-4 Max Hoa 1=13](LC 12) Max Uplift 4=-19(LC 12),5-97(-C 12) FORCES. (Ib)-Max.GompNM .Ten.-Allbr 250(Ib)orie sexce tMwshown. WEBS 2-5=-351227 NOTES 1)Wind ASCE7-10;VUt=130mch(3eewnd goat)Vasil=101mph;TCDL=5.Opsl;BCD1=501e1;h=25X;B--151t;1---2411;eavai Cat. ll;Exp B;Encl.,GCO=0.18;MFRS(dilectlonaQ and CC Eideliorl2)0-)-9103-]-8,Intel 3-)-91010-1-0 e,,e;C-C for members and forces&MFRS for reactions shown;Lumber DOka160 plate gdp DOL=1.80 2)Gable requires continuous bottom ch0d bearllg. 3)This turas hes been designed for a 10.0 psi bottom chord live bad Iwnconwrtent with any other live loads. 4)'This Imes has been designed for a live load of 20.Opef on tice bottom chop In all areas where a rectangle 3 6-0 tell by 2-0-0 Woe will ht between the bottom Chad and eery other members. 5)Provide mechanical connection(by othem)of truss to bear,plate escape of withstanding 1N to b i at)dnt(s)4,5. Q LPN YxIN 4Wpn puxmlm uM FEIa MO]ES PV 1X5 ha PLVLLYOEa MrtEN aEFEP .1A...1s m.1.1s aEEOPEVSE �'' pAai wlMM wYYMm MIIeb9�Vuc6xs TN4'J{Pk[sacvloNY4w�Woiwlers Novm.uMPolwmYVJINCJd WMMW awn rwni.mt n�arryA 0 tae�.Ilw IaYMpamp4e mml VAIN nes N{gIMYINoltlefhS�ManelersddperyMvkwarwot nOtleYgnlllw ovrcd ba��e°�oaaeeanhBmr�Ma;ebne�n�oll��lnp�wf�aM Y.'a ep�rema�aaa»�ia��aa��w�aa��w MiTek' IKEknikn NdWe.tlelbwY.ae[.M1m FL 31 lrymmlWlaHore a3'gollnms[2WJInmsM�MeeMXL/RI1 Gudh CIXMb.a3ad9aq eCA YI61pCmVwixY OO PnEa 4ytlnkypbpxm WVYWefan fWIIW& 1BN.Lee5hea1.9J15R.Ple[aNM11VA22311. innpe, 3Y1010 Job T. Thio Type Ory ph Ti 11853T0A V14 Valley I 1 JOD Pafererce Lid,saill Building Contestant Supply, jasseendlle,F132266 B.OtOSApr20m186Eiex6QFtRZF3G Fd Jen1312:51:0"VRST Em ID:NBR56oA3KYtIN(Me_aIMAyMfi2JOGEZNgoOFtR23GE0maBOaOMIPpXTOs4VRSzvmEm 1190-02 n-10-1z RM Smb=1 JiB a i1L11 2M II 2 $ 1 a 3M 5 T 6 9 69x4 I q - 2x4 II I LOADING(p D SPACING 280 CSI. DEFI- In (loo) gees Utl PLATES ORIp TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vot(LL) Na - Na BBB MT20 244/190 TOOL 10.0 LumberDOL 125 BC 0.1T Ved(FL) Na - Na 888 BCLL 0.0 ' Rep Stress Irwr YES WB 0.08 Horz(TL) 0.00 5 Ne Na BCDL 100 ide FBC2014 PQOOT Matux We1ptlL ff hb FT=20X LUMBER- BRACING- TOPCHORD 2x4 SP NO2 TOPCHORD StruMni wood sheathing clredly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP Not except end veNcals. WEBS 2x4SPNo.3 BOTCHORD PindcMling dlreoBy eppledpr 100-0ac breMng. OTHERS 2x4 SP No.3 REACTIONS. Allbcatlngsll-tOA. (let- Malt Horz 1=161(LC 12) Maxi All up1811001b or leo el lolnl(sj 5,6,T M.G. All reetons2501borusset)rines)1,5emep16=388(LC17),7=317(LC 1) FORCES. Qb)-Max.Cora ,IMex Tart Alllorces250(Ib)orlassexopt Mlenshoxn. WEBS 36=-259,183 NOTES 1)Wind:ASCE 790;VUB=130mph(3-second gust)Vasil=101mph;TCDL=5.Opsf;BCDL=5.0pet h=25f1;B—V511;�4X;aave=4S;Cal. ll;EV B;Encl..GCp60.18;MFRS(dlreclionen and CC Etdedor(2)0-0-9 to 3-10.12,Initial 3-10-12 to 11A-0mr»;C-C for member,and fomes 8 MFRS for leaders shown;Limber DOL=1.80 plate grip DOL=1.60 2)Cade requires oonflnuous bottom d1ed ba dng. 3)The truss has been designed for a 10.0 psi bottom choM live bad nonconcurre d Wih anyolher INe li 4)'The truss has been designed for a live load of 20.01 on We bodorn chord In NI areas Mere a rectangle 35-1 tall by 2-0-0 Wide Will fit beMeen the bo9em chord and any other member,,Win BCDL=1D.Opsf. 5)Provide mecharreal connedlon(by Others)of truss to bearing plate tenable of Withstanding 100 to Lrolt at lolnt(s)S.6,T. ,&aN NG-VMIytlWpnpmmml eM E OH LWEe CE 0V E �� J�Wp wuSeonlY wlmM .� 'stMkl. uµnV. I i IIN - I. r Y In6tylarr BMwe wr melwYfhp 96vM nuilveMry .N AkytAlNo µ amnlnan N tx:: uvl m ln4 u .vmWl Wdr9�4T wnv.9lrcMaredbl G itucN.K{ kMlfvmw .1l MrOmanNeiwio hll;eN ranperuY ]xvn�arenl bnigl MiTek sanvryreryYreeb5lWtlYdxl to gewim cdlV+`�wImV�Aa nuHnM INxY�W9+�alY Wnioan. ,' rnnY P�Itrace mP�rWpBw 9n4 Parke Eaar BN4. FLLVIbn Ypp3e.tltlNtvyereclbnml'M¢hJ of lniae:aW lnBbyfenu,veAH91/IPI,OutlIh QINrN.e£a-09 ad BCNWNgCwnpon�nr ivrrpv.G132510 ByMYylprpiMr[eaydye Fpn Yrmflabxnrtle.RIONLee SToer,eJ1e d12 Plea0raki VAY[311. -_ 1_- ITruss Tis Type ply Tt0222B05 11853TOA V15 Vtlley 1 1 Job xviora Panel Building Componm(SupIN/, JeckBomille Fl92256 8.010 snpr2ugS-WVFlBk njOkiE iFWYCJen i3 i18 i:..W ..EI ID:IVBPNwE3NYWE9m1_enolyMtlS-WVFeSVN6ryOkEbeFmVCKOM1YOg316Eg3eWg2zurvmEl 12 72-02 6.W12 Saale.143.2 13 Sas s a 3 2 12 1 11 10 9 e ] 174.12 17at2 LOADING(pM) SPACING 2-OO C81. DER. In (loo) II W PLATES GRIP TCLL 260 Plate Gdp DOL 1.25 TC 0.25 Verl(LL) has - Na BBB 11 244/190 TCDL 10.0 Lander DOL 1.25 BC 0.20 WII rhe - Na 993 BCLL 0.0Rep Stress Ina VES WB 0.20 Horz(TL) 0.00 7 rm Na BCDL 10.0 Cc0e FBCMI1 PI2007 Ma91x-B WelgM1f.831b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stmdund wood snealbing Ulmctly appiled or 640 oc Wtlins, BOT CHORD 2x4 SP No.2 except end ver8cals. WEBS 9M SP No.3 BOT CHORD Rigid call,dersayappred or 1(r60 no I mdng. OTHERS 2x4 SP No,3 WEBS 1Rose at mldpt 6-7 REACTIONS. Al bearings 17-24. pb)- Max Horz 1=23](LC 12) Max Uplift All Lplifl 1001hormasatj0lnt(I07,8,10,11 Max Gray All madions 2501b or less at olnt(e)7,1 except 8=474(LC 17),10�(LC 17),11IIrI00(LC 1) FORCE& (Ib)-Max.CompJMax.Ten.-Alltaces250(lb)ormasexcept YAtenshown. TOPCHORD 1-2=-273843 WEBS 6-S:: 63/146,241-292/153 NOTES- 1)WInC.ASCE 7-10;Vdt=130mph(3aecond gust)Vmd=101mph;TCDL4.OInsb SCUL Opal;n=2511;B=451t;L-I eavedtl;Cat. II;Efp B;E,ol.,GCpiIx).18;MFRS(directlorv)and C-C Extedor(2)67-9 to 3-7-9,IntedOrD)3-79 to 17-1-0 zane;OC for members and formai 8 MFRS for remotions shown:Lumber DOL-1,6)plate grip DOL-1,60 2)NI plates are 2x4 MT20 unless otherwise Indicated. 3)Gable requires continuous bottom choN bearing. 4)This truss has been designed for a 10.0 psi bottom cM1ord live load nmwoncurrent with any other live loans 5)-This truss has been designed for a live load of 20.0pal on the botme otors In all areas others a rectangle 66-0 all by 2-6U wlde Wit 8t beiv/een the bottom chord and any other members,Win BCDL=10.Opsi. e)Provide mechanical connection(by others)of trues to hewing plate capable of withstanding 100 lb WIM at joints)7,8,10,11. Y WAFNwOVuay NYpn psemnxa mC Faapxvv aov IaSNNOM'LLYMO.FEfEIYNCEBg6EMb"d —I.Is BEPoFEYSE. IRf3n VdMtw me otlY'Mln Mlleh§cmreclus.lNVOaY9�KLv[x1wYYup�n pwamete¢Ywwn.o,W kidmin]INMnIIYdlp cv�nr✓rcnl.wt O�sayikm.P¢bee im.lrelawagaepe�mut veaW10e 4JIlcd-IlN of rMtlpn�imelersaW gona,IY Fcglrvula lNul�IMlnlolMovudl , lal(1y1�. BacYp MJcdetlklo paYAa Wca�p o1xYJN]fx InmweDarc]/w Untl mem[en MY,NMbd iwM>MW a'q�mpenl dsl- klMaw lePaetl FxsktIYYUMbpeyaticdlgce Mln NNASLawxl YwryuulgqalYMngre. rot mliadpMawe�ea,4p tlw BYa4 Ped EtlaM4. kbY.nlLn,tlom}tlaXVMy.elalcnartldIX'Yx]o1B�m[2aq mmsMems.asa4X51/IRI WiY LiExM.pead9 tELNeMq<MFowB Tairye.FL a]B1a 9rily INumoXcn aV[IYAe Oen Ni1Lle xielXNe.21a N.tee5lr�l SJb 312 Ne[atlYi Va22114. ' Jab Tve TveType Oly Pty 0222806 11869T0A V16 Valley 1 1 Jab Rairexe Garel throung tamporenl Supply. JecksaMIIB,Fl32288 5.910a Pyr 202016MIpOIF YtWbsli Fn ?Dj7E 2:54:0720CVP M 1 ID:IveR58ab3KYLbdArd_adwydg5?Ip01FO5Ti W btljR013Re?OPEPWg00WZCVKrvmEk 18 10,12 141612 ( em FU T Scale 149,7 18 8 sea L 45 8 3 2 1 d 3N 13 12 16 11 10 B B 9r6= 161612 us-10,12 LOAgNG(paQ BPACING- 2-0-0 =D.E� In hoc) pdell Vd PIATES GRIP TCLL 20.0 Plate Gtlp DOL 125 Ne - Ne BBB MT20 214I19D TCDL 10.0 1wn06r DOL 1.25 Na - Ne 999BCLL 0.0 ' Rep SbeseIncaI 0.00 3 Na nmBCDL 100 Code FBC201d TPI2007 Welght 95 In FT=2086 LUMBER- BRACING- TOPCHORD 2x4 SP Not TOPCHORD Structu2l wood sheathing dlreNy apVlod or 6P0 ac polls, SOTCHORD 2x4 SP No.2 except and veNw9. WEBS 2x4SP No.3 BOT CHORD Rigid ceiling directly applied or 1O0-0 cc placing. OTHERS 2x4 SP NOS WEBS IRow at Min 7-8 REACTIONS. All bearings 18-104. (Ib)- Mani 1=261(LC 12) deal All up11111001bcrlessal)olnts)8.9,11,12,13 Max Gmv All reactions 250lb or less al lolni(s)8,1 except 9=461(LC t7),11=416(LC 17),12=339(1_C 17), 13 81(LC 1) FORCES. (Ip)-Max.Comp.IMax Ten.-All loxes 250(lb)or le v except Mien shorn. TOP CHORD 1-2=-31&157,23=-264/133 WEBS 89-260/145 NOTES 1)Wind:ASCE 7-10;V1411=130mP'n(3secdpa gust)VasE=101mph;TCDL=$0PV;BCDLS.oput;h=25X;SAM,,L=24f1;eeul Cat 11;Exp B;End.,GCPI=0.10;MFRS(tliredbnal)and 0 C EMehor(2)0-7-9 to 3 7-9,Idehor(1)34-9 to 18-90 pxm;C-C W members and fomes S MFRS for macgola shown;L Iger DOL-1.W piece ghp DOL=1.60 2)At plates are 20 W20 unless offunalse inecated. 3)Dade requires conllnuow Whom chord pealing. 4)This imee has been designed for a 10.0 psi trottom cMM We load noncmmurranl Nth any other No IoaW. 5)=This truss bas been designed for a In load of 20.0psi on the poXom nhoM in all areas Mom a rectangle"-0 tell by 2-0-0w1de will Int beMeen the bottom chord and arty other membess.a th BCDL=10Apsf. 6)Provide mechanical connection(by alhem)of truss to beefing place capable of w9hslanding 100 to uplift at Pint(s)B.9,11,12,13. Q WABNMa-VVXy Cetlpnyxs'mt--meAa No—ponse-o-doped—am"suoCEPAOEMb n' 1a0]aa159EFONE UEE, ueag wIM loam wYywllh Mna4P.cmnedors.IMSOmbna W.v�Myupn[:wmrele�isnown.mtlkId mFAYW✓4 dMCFy<unrynmL,wl tram Mlem Patna ve.IM Wdrp HY[N✓f'mYSIVMN ma<T4rW;tlAlNoldagn gaannlersaul ggreaY Yx:,aW«e e,ade4an Flo ll,c ovadl p.dtMWh�.gaFgyvKaetlkMgavennaM]Yp«IMF,pW Inm YM,agrn UnE mempn.mlY. aSlM1nd bmaaaY0d gamaw9Ma� MiTek k WqS�e[a1eOMsktlllYadio ReveMCW¢se Mln[mMe CusnYl kWrYmd go�dYdmq-a-ld¢a�ntl gpTce�e9ndkp are Ike Ei d. Imkulkn Ynryadtl�y.e�eclMatl dreYq of Lum:m]T6ryilemi rce/d451/IRIQ91yCXMb,USBdBavI KE1WMNBConPariM1 To,. errya,FL]Y1.I0 ayMYlryymmm rnvJrLleann e�®%aF aWNa 21a N.Ice Speen.SJIe 312 Wvaw'lb VT2Y314. -. Job T. Trove Type Qtymy 0222 71907 11883TOA V17 Valley 1 1 J.RANSON, BUMirq Compollent Supply, Jacksonville,F132256 8.md .I enema muN nuicmea,nx.. rn M,o, IKNZ6gJ —Ei ID:Iv8R66oD3KYLbtl9ml_euC�JyMIjSTUNOSDFjJLeSTulaxNeBPonemelpcNZ86J82rnvmEj 26612 26612 6.03 12 T Sal a 15 ad,i 5 4 3 2 U y 1 S 1a I2 1, a e 36= 26612 26612 LOAgNG(pm) SPACWG 2-0-0 CSL OEFL. In Boc) Btlall Lrd PU1TE8 GRIP TCLL 20.0 Plate Chip DOL 1.25 TC 0.19 Ved(LL) We - ble BBB W20 24G190 TOOL 10.0 Lumber DOL 1.25 BC 0.18 Ven(TL) we - Na 888 BOLL 0.0 ' Rep Stress Ina YES WE 0.32 Houb(IL) 0.00 8 Na We BCDL 100 Cade FBG2014/TPQ007 Maras WegM:1061E FT=fM LUMBER BRACING- TOPCHORD RACINGTOPCHORD 2x4 SP No.2 TOPCHORD SImGUlal good sheathing directly applied or 60-0oc putllre, BOT CHORD 2x4 SP No.2 except and verAcels. WEBS 2x4 SP NO.3 BOT CHORD Right calling directly applied or 10 0 0 oc beading. OTHERS 20 SP No.3 WEBS IRore at mldpt 7-8 REACTKmS. All haadnge 206-4. hila- Max Hort 1=286(LO 12) Max Upllfl All uplift 10010 or lase atjolnt(s)8,8,10.12,13 Max Gray Aire lions 2501E or less at jolnl(s)8,1 except 9=458(LC 17),10=428(LC 17),12�N(LG 17), 13,359(-C 1) FORCES. (Ib)-Max.CompMlax.Ton.-All fomes 250(Ib)orless except when shovm. TOPCHORD 1-2=334/170,2-3=263130 WEBS r6B=260/145,213=-283442 NOTES- 1)Wind;ASCE 7-10;Vu1k130mph(3-second gum)Va50_101mph;TCOLdOpsC BCDLd—Opsf;R25ft;B-45ft;IL24ft;ea seelft;Gat. II;Exp B;EwL.GCpT0.18;MFRS(dlrectlon.I and CL EdNor(2)67-9 to 3-7-9.IMe60r(1)3.7-8 to 265-0 mne;C-C for membem Old forces 6 MFRS for Monona Sudan;Lumber DOlr1.e0 plate grip D01=1.60 2)All plates are 2M MT20 uNeas omarwlse Indbeted. 3)Gabe reguees con irulOUs Whom chord beallrg. 4)This truss has been designed for a 10.0 psf bottom chord live load dincorcurrent Win any Other live bads. 5)-This turn has been designed for a live load 0f 20.Opaf on the bottom chord in m1 areas where a rectangle 380 all by 200 wide all fit beNreen the botlan chord and any other members,*in BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss t0 beating data capable of wdhelandOg 10010 uplift at Ioings)8,B,1D,12,13. �W4FNaa-VwN/EWpnpurvmreneM NO d NOES ON rNS Ave WCLUOEO IMEx FELE a--GE-74O m.drood15 eEWFE USE �� Cetlpn MLYlw mswlywlm Mlle4O ttm,[cb,x lM J&, kMn�wJY nWdrnaraa5wnw.uMhlwmlvNN[Iuol dlMrvd annpa9nl.for M6 syevan.6elue�ee.IM d6Aq mi.¢I vosy Xr 4Mlc?IlM dl rinks,por—' —,uoi-y hcwV'•are XJ[dakln Oen Pe wcvW MRek' euaae�. aaagli+rdledaropevenlbd�6mBMrnMraa m®wNowrua,M,dra mmnpa.drvv.reeewb m-Pdrwm6Pam,arenl dddre 6 Wgtreglretl kS M1YlMaglo pevanlwA[pMWIn WF�PmvNW O,aEyand PR✓dadra,4"M� fmpM,ad P4>Qe' ,egadOy Xu gyMperblen Bled pYxtolWtpav3e.0eiawY.aeclbnad nr¢OgMlnmaatl Brm Mlenn eaaJLL/IRIGMVC,awM.DHd9aMaCL MI1NBCurVorWN 1,.,FL a]6IS yxyx Iryarrpllgr pa3aQ'e Ypn M1imflabtaONe.RIBN.Iee31ree1.WIe 312 NemgN VRRR914. Job V18 Valley Job Truss Trim Type Oh Ply T1W32808 11069TOA 1 1 Referearel BMldrp CwnporeM S.lppty, JackwnvilN,FI Mae 0.010s Apr 202018 MITekIMLN MjUtgV4J t2:y9:tld'U2ja gE, IO:NBRSBob3MlLbtl9mi aM1GoyMllS-Mm4w0L4emJ521gV45vxWom24_LbJILU21eD2vmEI 22212 222-02 aret2 T Sods=IZ8.4 e 15 $/ b 4 3 2 14 1 d axx 13 12 11 10 B 0 36= 22292 22292 LOADING(pN) SPACING- 2-0-0 CM. DEFL In (loo) VdeO Ud PLATES GRIP TCU 20.0 Plate Gnp DOL 1.25 TC O.8/ Ven(LL) rile - No 999 MT2o 2W SO TCDL to.0 Lumber DOL 1.25 Bc 0.25 Ved(TL) Ne - Na 999 BOLL 0.0 ' Rep Stress IM r SES WB 0.22 Hoa(TL) 0.00 8 No No Bil 10.0 Coale FBG201MPI200] MamxS Weight 11810 FT=204 LUMBER- _ - BRACING TOP CHORD 2x4 SP Nat TOP CHORD Slrudural wood sh MMng allradly epplleal or 600 oc press, BOT CHORD 2x4 SP No.2 emept and verticals. WEBS 2x4 SP NO.3 BOTCHORD Rigid calling directly applied or 1 O0-0oc bmdng. OTHERS 2x4 SP No.3 WEBS 1Roar al adpt ]5,6-9 REACTIONS. All bearings 22-2-4. g1,)- Mex Hors 1=310(LC 12) MW Upllfl All upill 10011,or less d,.Mdd 8,9,10,12,13 Max Grav All reactions 25016 or less at 118,t except 9--156(1-017),10=43gLC 1)),12=319(LC 17), 13e166(LG 1) FORCES. (Ib)-Max.CompJMax.Ten.-Mitomes250(lb)orimexc tMenshawn. TOP CHORD 1.2=352/188,23-259(124 WEBS 6-9=-258/144,2-13-3381171 NOTES- 1)WId:ASCE 7-1 Or,Vult=130mph(asecmd gust)Vasd=101 mph;TCO bS OFaf;BCD t-5.Did;h=25X;B-15It L=26A;save=4A;Cat. 11;EM B;Ford.GCpi=0.18;MWFRS big redbnag and C C Edenor(2)07-91037-9,1Matadi)3-79 to 22 1-0 2 %C-C for members and forces&MFRS for reactions shown:Lumber 001=1.60 plate grip DOL-1.60 2)All plates are 2x4 MT20 unless otralwlse Indicated. 3)Cade requires continuous bottom choral bearing. 4)Trite truss has been resigned for a 10.0 psf bottom choral live load noreoncuneM Mtn any other Ilve leads. 5)-This truss bas been cingned for a Ilve load Of 20.Opsl on the baeom choral In all areas where a rectangle 33 0 WI by 2-0.0 ends Wil fit between the Whom chord and any other members,Mtn BOX=10.0ps1. e)Protide Mechanical connection(by others)01 Idea to beating plate capable of withstanding 10011,uplllt at lolnt(s)8.B,10,12,13. Q WA..yxdxv Lpnpumwrsz mCaFJO NOTES QV 11X5RNO M'CLVOEn MIFE2aEFEPAHCE PAGE SA)Il)nr. LtkdttlfnYhwsyMvi @W4nfee6Y(mslIi4wp.Beqisnsrald.eatlhiJceeylluW.ietlNmry¢Y.UxawNWeleclrnkbxNmgnweeanvedreesyndcinlcanwdcccollry¢noxuol avltlMelenntlwlNngwWn,w5 TstratltlRWelMsmRP.wmrMrwiYvIlhaVel(rsrmh,ltAiY'oxpJYCaa(ySgN,gn[Laeg/rr1amIXNrs+1rn.4e0wltaYwwM[rah.mdiGmlqXr sSnuM.c.o¢.r,DmIYLnIdMco9M1mvMfuaguaaelIeaCNWSWeadl,wNEaqFOcrapwNEbCnVw1,FS Wldolbfwn lnn, fr,,xWd-Vn"eW<m ¢Mprwi smnsglm 1d bl mip k Y Ns1Y IrYpmsllcn wdY11e hanlw Rab MIINIs.21e N.les5hee1.91b 112 PlaiuAM VA21311. Tenpe,P.a'M10 JOD Truss Tllw Type Ory Fly 710222609 111153TOA V19 Valley 1 1 J Rei f OM1 1 BMpng compress Supph, Je.keramem,1132256 B.Ot0.Npr 202016 M'RekiMuahiee,Ian. Fn Jen 1312:65:10201] Paget ID:IVBR66ob3KYLbtlemi 911GOyMQSPHVeHGRvyu/yCRIXinceUerEMRR941geZeoGelrvmEll 23d2110-02 R12 Scale B.W 12 ] 15 6 3ffi i < 6 3 2 assi$ 1 a s4. u 13 IB tz n 10 9 6rt= 2&te12 23-0U12 LOADING(pM) SPACING- 2-40 CSI. DEFI- In (loo) Weft lW PLATES GRIP TOLL 200 Plate Grlp DOL 1.25 TC 0.19 Ved(LL) we - we 999 W20 241]190 TCDL 10.0 Lumbar DOL 1.25 BC 0.19 VMM) rea - We 999 BCLL 0.0 ' Rep Slimes Incr YES WB 0.27 HoD(TL) O.00 9 We We BCDL 10.0 Code FBC20141TPI2007 Mabix-S Weight 131 lb FT=203: LUMBER- BRACING TOP CHORD 2x4 SP 1,o.2 TOP CHORD SVuclurel ward sheathing directly applletl or&M so purlins, BOT CHORD las SP NO2 except entl verticals. WEBS 2x4 SP Na 3 BOT CHORD Rigid ceiling directly applied or 1(X0 m bracing. OTHERS 2,,4 SP No.3 WEBS 1Row at midpt 6-9,7-10 REACTIONS. Allbeadngs23-10.4. (Ib)- Mex Holz 1=334(LC 12) Mex UDlifl All uplift 100lb or leas atjdnl(s)9,10,11,12,13,14 Max Gram All reactions 2501b or less at foinl(3)9,1 except 10=464(LC 17),11=410(LC 17),12�134(LC 17), 13=359(LC 17),14=323(LG 1) FORCES. gb)-Max.ComPRAax Ten.-Allfomes250(Ib)orlessexceptvRrenshown. TOP CHORD 1-2=-393/195,2-3=329/162,3-5=-261/129 WEBS 7-12 NW145 NOTES 1)Wind:ASCE 7-10;VUIt=130mph(3-second gust)Vas0=101 mph;TCDL-5.Ops(BCDL=5.0peL h=25ft;B=45i1; --2411;eaveyllt;Cal. II;Exp B:Eml,GCpi-0.16;MFRS(di extional)and C Essal 2)47-9103-10-12,Imeirl 3-1612 to 239-0 will for membars,and torose&MW FRS for Ra.lions ahomn;Wmber 001=1.60 plate grip DO1r1 BD 2)All plam,are 2x4 W20 unless.lherMse indicated. 3)Gable requires confirm...beam chord bearing. 4)This Huss has been designed for a 10.0 paf border Chord has load nonconcument war any other live detls. 5)-This truss has bean designed for a INe load of 20.0psi on the bottom WOM In all areas Area,a rectangle 3 6-0 tell by2-0-0Ads All fit between the bottom chOW and any other members,with BCDL=10.Opst. 6)Promide mechanical connection(by others)of miss to bearing plate capable of Ams alding 1001b uplift at joint(.)9,10,11,12,13, 14. tlWd/N/W. VNH NYpnparsmelmvMRE40NME4 CN]MIN.MCt U.E.YIIEN eEFENN XCE F4GEMNJOY+m.I.OYNIe BEf.NE USE �Bpn vdltl Iw un anY�MB1 MIIHDcun,tt`4vi.Ra.eVPl6Mv9m eWY ulm Mrarveters Nuwn.adaM m MNNdM dAdege:mnVa�enl,Ivl .Iug9un�tne Im.IMdWlpaeWre,mNI VMIyXeq;INahlh.IdaaPl pamlaiemm]FrtTP4Y Y,caM^ale N.nnMo an.ve r tllrlg WUt hacklpk}:ofedYlogweNWCYbpol HlAttl lndrvaDarvl/a ctnGmelnWr V.AmMIW_'tl bmPaaya,dpamanemd.cSaT btlwol*�MlllamKKY'ylrlhavJbpewnl WlrY»4e rmwNYJ'14aYrn1pKetlYd��MA.rp 9ww�tl pM��t9rep(1G b,e BBOf P..Eel fid. /YsekvtYg.d9�aY.aeckM WJdIXkgol BlmuatllndaMlain.®aNgNPII ya.Oxald.MxA T]KYIBWnpfmpm1W11 lyrl,MmMm 0�amen1sea, BH. 61 n Rale tYtaa.21lee AN04ManVJb.VR'ddD 312 Ne14. Telrya.FL 3.510 dab m TeT.Typa 53TOA ON Ply nmz2em 118 V20 vwlw I 1 db Referema .. BMIQrp Component SLPPY. Jazkmmilk.F132256 a.OtOSApr2020)5-PHVa RzryuAICO. Fri 3an13 f2:54:10201TPepe1 IO:NBRSeob91(YWd9mi_ah31)yMl�5-PHVBHGRzlyufyCR03ns8VelCrRR842ssZBOGGIrvmEb 25812 25612 8.60 12 Eu1,�18].0 17 36 i 6 6 3 2 16 9p 1 d SW i 16 10 16 12 11 10 8 38= 25612 25612 LOADING(pary 6PACU4G 2-0-0 Cel. DEFL. In (lac) Udall Ud PLATES GRIP TCL- 20.0 =COL DOL 1.25 TO 0.20 Veri Na - We 899 MTM 2441190 TCDL 10.0 Dunbar DOL 1.25 BC 0.19 Veri We - Ne 999 BCLL 0.0 ' Rep Slrass Inti YES WE 0.20 Hon,(R) 000 8 Na We BCDL 10.0 Cod FTBC2014/TP200T Ma�lx-3 Welgflt1441b FT=20% LUMBER- BMCIM TOPCHORD 2x4 SP N0.2 TOP CHORD Structure!varod sheathing directly stopped or 640 oc pudlne, BOTCHORD 2x4 SP No.2 except ad verd6els. WEBS 2x4 SP No.3 BOT CHORD Fill eilfng dlredy.,11M or 100-0oc brcblg. OTHERS 2x4 SP No.3 WEBS 1ROw at mmpt 8-9,T-10,811 REACTIONS. Ali beadn,25A4. (Ib)- Max Hon, 1iai 12) Max Uplift All uplift 1001b or less at loir8(s)9,10,11,12,14,15 Max Grav All rmdons 250lborless atlolnl(s)9,1 except 10114 1LD17).11=413(LC 1T),12-,145(LC 17), 14=335(LC n),15d20(LC 1) FORCES. (!0) Max Cdrn s)Ma Ten.-A!!loges 250(10)a less except,shoc shown. TOP CHORD 1-2=-01 3 213,23=32&160,34--28N133 WEBS 7-10=-2611145,2-15=-WW158 NOTES- 1)WIIM:ASCE T-1q V.1p130mph(3aemd gust)Vasd=101mph;TCDL3.Op f,BCDL=S.Opsl;h=25ft;B SiL L--26ft;eava=4ft;Cal. 11;Ex,B;Erol.,GCp ai MFRS(direction!)and C-C Extenor(2)0-0-9 to 3-7-9,Intedor(l)3-0-9 to 25-50 zana;C-C for membem and force 8 MW FRS for humbons shown;Lumber D0D=1 90 plate grip DOL-1.60 2)Al plate are 2x4 W20 unless emanates Indicated. 3)Gable requires cordlnuous bottom chord Immig. 4)This truss has been designed for a 10.0 pal bottom chord live batt henconcunent With any other live load. 5)'This muss has been designed for a live batt of 20.Opsf on the bottom chord In al1 areas where a reclaWle 3,a t%it by 2-0-0 Will MII fit drween the bottom chord and arty other member,Mh BCDL=10.0psi. 6)Provide mechanical connection(by others)of truss to bearing plate capable of wtidtanding I OO lb uplift M joint( )9,10,11,12,14. 15. KWIC QWAAMO-YwXy4Wanpxamafwa mO PEAP NaiEe aN iM6dNO M[LVOEO MIRNFEFEFINCE/I4E Me]0lJ m.1NaLN15 eEFPPEVEE WYE W101wuvs wJY�MIIeX8 mnrecwrs.lNa Oaflen hlram]mIY Wm p'8anelas Lwun mils Iw mMYIN[Nlal Md1q cwnrnin uml.rot Ina M1aN Belae va.tt¢dltl�ptl hr�axnl MIrIM48wV«AIN of d9tp p�miele¢aM gopMyYmpwale iNttltlllnlnbe¢ovad WtiMdeWi.aN'gYVACNeO4wPevenitu99q«IMM]W lwwebud/acMememR Mr.M�tlad tenp�rayadpamvwMlxMp s e«wanr«xrnewrnmwadto we�anlca.ma.mn rvww,perro,a ro.v ud Pw>adr dmare. ror9enar«vu�w��vaW na Kdk'u1MlilwgJe.dHNaW eiecMn WJ lvM9o1Liu3vadnw WNem6 HCVIL/IFII OIWYIy 64MIo,OM-09 m]aCN pll�YeuMerMra Mb Ei Bid. 1pbly Ybnndai V.WMetan Oia MH IrMMa.21a N.tea 56ee1,sJ@J12 NawgMi VAYl31 E. Tenpe.FL ad81a Jab Trw T.Type Ory Py 710222611 11653TOA V21 GABLE 1 1 Joe Reimerte ficateramin BdMirg CompomM Supply, JarJvomille,FI32256 B.Ot0a Apr 201016 MRek lMmtrlea,Irc. Jen1312:54:12201] nmEf 10:NBP56o63KYUM9mi_aMigMrySLkvySDNZBuyWSPACeddd23xc_feOY 4BISHNBYrvmEI 2]-2-12 R]3-12 8.[012 2 Scale=180.3 419 to I] to ove to 12 n � td a 8 a 3 2 I 3M i 40 39 3a 37 M 35 34 33 32 31 30 29 28 Z! 29 26 24 23 22 Bab= 2]?12 27 -12 LOADING:Q SPANG- 2-00 CSI. DEFL in (lac) Vde0 Ud PLATES GRIP TCL_ 20.0 CI Plate Gdo DOL 1.25 TC 0.05 Ved(LL) Me - Ne BBB MT20 2441180 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Ved(TL) Ne - we 999 SCLL 0.0 ' Rep Stress Ina VES WB O.OB Horz(TQ 0.00 22 We rVa BCDL 10.0 Code FBC20141fP1200] WitdxS Weight 2711b FT=208 LUMBER- BRACING TOP CHORD 2x4 SP N0.2 TOP CHORD Stmdurat wwtl shearmag dlredly applied or 60.0 ac pudtls, BOT CHORD 2x4 SP No.2 except am verlicala. WEBS 2x4SP No.3 BOT CHORD Rigid calling dredy applied or 1004)ed trading. OTHERS 20 SP No.3 WEBS 1Pow at midpt 21-22,20-23,19-24,18-25,1]-26,1647. 1528,14-28 REACTIONS. All beedNa 27-2-12. (Ib)- Max Hoo] 1=370(LC 12) Max UpIR All.01ft loo lb orles at)01nr5)22,1,28,24,25,26,27,28,29,W.31,32,33,34,35,36, 37,38,39,40 Max Gmv All wOons2501borleasat)oldt(5)22,1,23,24,25,26.2],28,29,3,31,32,33,34,35. 36,37,38.M.40 FORCES. (Ib) Max.Comps ax Ten.-All farces2W(0)orless except Mm0 shown. TOP CHORD 1-2=-0451215,23-41Y186,34=-384/18],4-5—371/1]6,56=348/165,67=32811 W, 7 0-WW142,8 9=-281/131,9-10=2UV121 NOTE& 1)W010:ASCE 7-10;Vult=130mph(3-second gust)Val Ot mph;TCDLd.Opef;BCDLdOpsf;m251t 3=4511;1=2M;aeve 411;Cat. II;E,B;Erol.,GCpib.te;MFRS(ditodfl vat)and 0 Exlalor(2)1-4-14 to 46-12,Inherent)4 612 to 27-1-0 xam;C-C for ex mters and tams 8 MFRS for madlons shown;Lumber D0L1.60 plate due DOL=1.60 2)AI plates are 2x4 MT20 unless dharwim lndimtsd. 3)Cede requires continuous Cohan ctlord beerirg. 4)This time Iles been designed for a IO0 psi bottom efr d live load nommneurna t flit say after live latest. 5)'TMs Was has been design"for a live lead M 20.Opsi on the bottom chord In all areas Mem a rod angle M-0 tall by 2-06 vide MII fit between Ute ballad Chad and any other members. 6)Provide me&anical cormecllon(by others)M louse to leaaeng plate capade of Withstanding 10016 uplift at joint(s)22,1,23,24,25, 26,27,28,29,30,31,32,33,34,35,36,3],38,39.40. AWANNNe VMly 4edpn yruwrxa mC eEIa NOTEe ON]NrS ma warateO MrtENNE/MANCE IAOE4LL]IAm.I6OYZ0IsI4atE USE ILe9,veWtl rd um«JY'tlh MlleM®ewmecFirs lit MLyah C:rseJonlYN*M m��.aea sowr.araal«m MIN?M hdlg npvml.rot) lo nim SyLem Pe1ae us.lne WM3Y1 VebTwr mupveMY IM,4ra1�.9�INw ltle9an P+«r¢ren«q PMe6Ylrc«Pwdre IMtlmxln Nro ry¢,wmdl waa9aeva,. aarorxoreasloaever,rcwwaiaeltw.a,d maw«olwamarrA,ar.wv.mm�«wl«rio«wmep«m,..,n11.arM MITek' b Wxar er �laaMllyagto gevenl mWyW Min% eC«brta fiFrY ad PaWIY LLn,We. F«p3n«dald�ce rMWd9 Te kbtoNxa N«a3a.tlHNmv.emclbn hmo.garbwa.aa mmmremi%sevoo PII vA MMo,mH9axI KHWMna Canpaxnl aWa Gmb as yyelxyygrnyfn w.YYAe Y«n y�®ppblrctlNe,RIe N.lee Sbael.glia 312 NeaartH3 VA21311. Tergl FL 3]610 Job Tress Trw TYPo ON PN 022812 11&VTOA V22 Valley 1 1 Job R.I. MiT k Mdustll BularM Comporem Sfgply, JacksaWiII6,Fl92256 B.O gmi-2020MI)6.p WITOGiag Fn Jenf312:LHSiJG01] Paget IO:NBRSeabOKYLbtBmi ebG0yM115psAHwITRIGIayUkwAMGTMAlULH8i1G6M.j rvn1Ee 1312 278 ' 1J12 1 1 S12 ' 3'a= Scal..11A 2 i eAV 12 9 1 2.4. o Ops 2-1A o- 6 2-72 Plate OOsets(XY)- 1203OEdge1 LOADING hae) SPACING- 2-0-0 CSI. DEPL. In (lac) Wall UJ PLATES GNIP TOLL 20.0 Plate Gtp DOL 1.25 TC 001 Vat(LL) Ne - Me 9% W20 244AW TOOL 10.0 Lumber DOL 1.25 BC 0.03 Vad(TL) Ne - Na BBB BCLL 0.0 ' Rap Stress Ixr YES W B 0.00 Hor.H1) 0.00 3 Na We BCDL 10.0 Cods FBC2014]rP1200] McNxS Ver 7to Fr=20e LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOP CHORD Structural wood sheathing direetyapplled or 2-7-8 to purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling direch,mallet or 100-0oc bredri REACTIONS. (11bere) IdM&12,MM6-12 Max Hou 1=-11(LG10) Max Uplift 1=-](LC 12),3=-0(LC 12) FORCES. (Ib)-Mex.Comp.Mlax.Ten.-All lanes 250(Ib)or less except lenen shorn. NOTES 1)Unbalanced mot live oress have been considered for this design. 2)Wind:ASCE)-10;Vult=130mph(3-secant gust)Vest=101 mph;TCDL3.0gsf;BCDLdOpsf;h=25ft;B"611;L=24ft;emv.=h;Cat. II;Exp 8;Encl.,GCd=0.18;MFRS directional)and C-C Ext.tor(P)zane;CA for members and forces 8 MFRS for reactions shown;Lumber DOb1.00 plate Erb DOIb1.00 3)Gad.requires cWin.a.am.chart bearing. 4)This mss has been designed(ora 100 ped Milan chord live bad Mencenwrrent Win any other live loads. 5)-This anise has been designed for a 11w lead of W.OpN on the bottom chord In all areas where a rectangle 3L-0 tall by2-C-0 Were WIN lilt besso en the bottom chord and any other members. 6) Pm Ide mecbanlcal connection(by others)of truss to Warning plate capable of withstanding 100 to uplift d Idm(s)1,3. De0an MOI, I1, ANOWLLWEa MIIExmEFEmiNLEVdnEMM9 m.fmm?T59EZPEYeE �4prvdyd..-nn'.ale", Mllu k04emcdw.cllie4:9en Glnsesl dYYuhn{vnamfen Lnvm.mtlalorlm MMCA 1dA0Yp eMppannl.ml �vYJan.Patne�,trebreargacwrera�mf.enN ire msa�curvorwrrar>ar,faaad .w>wvwa✓nenayr,nm ries oomal �} afri"idrip.9a aiB2Mcaradato Meva 11_rMb or4MrM1Tp mrvwerrmq/w cMxa mrmWxW Miflkw]IemMW mtl MrmwmrMxM MlTek sowsrnn mlcanRaomBew eMadahaMgion. N1"1 carina.0sr` ma m2m sdsh, . almrrdm gUt/MB torn Mm wale huxMe 218 N.ree street,Wife els aeRavaY.VA M14. T.,.,1.1 Job Truzs Ttlss Type Off Ry TI11222013 11853TOA V23 Valley 1 1 job Rel BUIl0ing GanpotlWtl Supply, JeckwnvilK,FI32256 8.010CAp2020161ATexlnd M lrc. Fn Jen 1312:54:14201] Page1 IDH2kg]eUWBOBCCBpInldr5eU0x13gCOvdSUnImUFRN01Ed 06 II SBIe=1111.0 2 B.uo 12 3 I 1 a .a 4 24i 2411 0 6 6)6 O 6 S]2 LDADING(psQ SPACING- 2-Q0 CSI. DEFL In (Loc) Vtlefl W PLATES amp TOLL 20.0 Plate Gtlp DOL 125 TC Gets vil are - Ne 999 MT20 244/190 TCDL 10.0 Lmnber DOL 1.25 BC O.Ofi Ved(TL) has - Ne 999 BOLL 0.0 ' Rap Stress Incr YES WB 0.02 Hors(TL) 0.00 3 Ne rt2 B(AL 10.0 Cade FBC201GFP1200] Matdz-S Weight 191b FT=20% LUMBER- BRACING TOPCHORD 2z4 SP N0.2 TOPCHORD Structural soma steatring directly eppladl or s]-8 no purlins. BOT CHORD 2x4 SP N0.2 BOTCHORD Frigid coding directly applied of 1006 w bracing. OTHERS 2x4SP No.3 REACTIONS. )IWSIEe) 1=101/5642,3=101/5-6-12,4=1M/S0-12 Max Hort 1=31(LC 10) Max Uplift 1=-22(LC 12),3=-22(LC 12) FORCES. (lb)-Max.Comp-Nim,Ten.-All forces 250(Ib)orless except When shorn. NOTES 1)Unbalanced root live loads have been considered for the deslgn. 2)Wind',ASCE]40;Vult=1Smith(3 second gust)Vaed=101 mph;TCDLd.Opsl;BCDLdCyxf f=25ft;8=4MI;L=24X;eeve=Aft;Oat. II;ERB BI Encl.,GCpi=0.1B;MFRS(directional)and C-C Exladm(2)AaxxC-C for members and forces 8 MFRS for reactions shown;Lumber DOL=1.6C,plate gtlp DOL=1 80 3)Gable requires continuous bottom chord beating. 4)This twos has been designed for a 10.0 pat bottom chord line lead nOtl0oticunent with any other give bads. 5)'This truss has been designed for a Ilve load of 20.0pa1 on the Whom chord in all areas where a rectangle 380 tell by 0 0 was Wit rt between Vfe bodom chord and any other membars. 0)Provide mechanical connection)by others)of truer to beetling plate capable of wtlllstanding 1W Ib uplift at Jones)t,3. QWANNWO VxXy Ca'aegrmrxlett antlaEl0 NO rt30.Y nXa FNO MYLV0E0 MRE Ce1q�Wutliwimxy IeMDwnredwS.Rh*+Ngnk Ww]a Myunaq AI I MmwsL'mP¢Iae ice lhe4NOFMNTcr nail VaXYIM Yixkad lYO Mn YT 4 � II � 1 .u, 1.Mr: . ..'eWn BmFq Bv]caletlk aryaxe'O tUcdBgoIYMM1A]bmvebaV/ YuJ xml nV Mk] mxY xa nq n rinxLg LavgireplmOb NtNylvulbpavenicdkplewllmgWlLe perwwHlilxYiN pM+efY akxnq{e. w nnlnl0avn�aanrz1Bv41M: ,on"oh", c dal clai recto MSJgoI lm�xaMr�u iyneml ae .Mil Gwllry crllxla.call a9 wA Box WYUnp Campamnl WO4 PW E4 BM4. apNy BYpmaXm o W1Me M1ae Nm fMe BuI1Ma.218 N.lee areal sure 912 NeraMki VA ziela. Telq,Ft aaa10 rbThee Tress Type Oly Ply 710222819 V24ompeent Supply, Jed 1m,FI32258 6010sApr 202016 MTeklwwma4,iw. Fn Jen 1312.54.19201] Peget ID:I Fwdb3KYLbd"" hWyMIj6H2 7eUUVBOcBplMdh6< OMNLSUMMUFRz Ed 3 412 878 6312 6 12 O5 3cal 2 Z5_26 3 1 y Ll 6 $ e 4 2x4 G a4 II 2W C Me 870 0 372 LOADING(psf) SPACING- 2-09 CSI. DEFL. in (Iw) i Lb PLATES GRIP TOLL 20.0 Mate Grip DOL 1.25 TO 02S Merril Me - We 990 MF29 24V190 Lumber TCDL 10.0 OOL 1.25 BC 0.15 Vert(TL) Ne - Na 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Hone(R) 0.00 3 We We BCDL 100 Come FBC201V7Py2007 Mail Well So lb F7=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SiNdoral wood shesQYng directly applled or 66000 peel BOT CHORD 2x4 SP Ni BOTCHORD Rigid wiling directly applied or 109-0w pool OTHERS 2x4 SP No.3 REACTIONS. (Ioontra) 1=16516692,3=1658-612,4,4NfVS -12 Maxi 1=31(LC 10) Max Uplift 1=36(LC 12),3=36(LC 12) FORCES. bid-Max.ComplMax Ten.-All forces 250 Qb)orless exwpiwhen shown. NOTES 1)Untiodarl roof live loads have been considered for this design. 2)Wind ASCE 7-10;Vu11=13 or ph(3ew0nd gust)Vasd=1011 TCDL=5.0psf;BCDL=S.Opsl;h=25X;l 12411;a wv fl;Gal. Il;Exp B;Encl.,GCp1=0.iB MWFRS(dlredion d)and G-C Exedor(2)0-5-12 to 3-5-12,Infersaf)35-1210 4-3-12,E#arlor(2) 4-312 10 7-3-12 2ow;0-C for members and forces&MFRS for reactions swam;Lumber OOL=1.60 plate grip DOL-1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 lost bottom chord live load morconW rrenl with any other IIVe loads. 5)'This Muss has Dean designed for a lire two of 20.01 on the bottom chord In all areas amen a rectangle 3L,0 fail by 2-0-0ydde well III wavoch to bottom chord and any other members. 6)Provloe mechanical cormection( Where)of truss to bearing plate capable of wtlhstandirg 1001b uplift at fdnl(s)1,3. N n pMAY■ .I w .., Mil IIY If I III 1 ` k 1 1.11 � eh n ar l 1 .11 ¢e a ANS/rp hCAreM P5B G9aM lC n9Companen RVn°H SKrO #lath IM rvtlltlM homl�PmhFz m I Nlee61rer1.3uY1a 312 Ns PP191M1 e Job Truss True Type City PN 710222615 11053TOA V25 Valley 1 1 Job RB areae k lndua p BuiltllnpCMIpTNM 3Wply. JecksOrtlilk,F13x256 3.Ofmi Apr20216ME12K IU6gUW pzn SLnJan1312:%:MjMl Pagel ID:IveP58ob31(YLbtlOmi BIICAyMgS-mE12K_U6gUWTpxILSLCKBIiZ2g3]gL6b1OV1nMmEc 680 1040 sao soo 5ffi= Scel.-1:250 2 row 1z 6 e 5 L 1 I% am 11 2M II 3w II 1040 10l Plate O f M MY)- 11938 Ed 113'83-fIEdgel LOADING(pal) SPACING 280 CSI. DEFL. in (oc) Ptlefl Lsd PLATES GRIP TOLL 20.0 Rate One DOL 1.25 TO 0.33 Wal Na - Na 999 LR20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.25 VmRQ Na - Ne 999 BCLL 0.0 " Rep Streser Ina VES WB OD] HOR(TL) 0.00 3 Na We BCDL 10.0 Cod.FBC2014RP1200] Matdx-S Wall 39 to FT=20% LUMBER- BRACING- TOPCHORD 34SPNo.2 TOPCHORD SmiG1urN Mood sheathing pllurlly applied or 6l oc pufina BOT CHORD 2x4 SP No.2 BOT CHORD i ce111ng dlreMMy applied or 10-00 oc bmcing. OTHERS 2x4 SP No.3 WEDGE Uni 2x4 SP No.$flight:20 SP Ne.3 REACTIONS. Qishill 4=39&1000,1=201/10-00,3=201/10-00 Mex Horz1=-]1(LC 10) Max Uplift 4=15(LC 12),1-37(LC 12),3=37(l 12) FORCES. (Ib) Max.Comp mtax Ten.-All fomes 250(Ib)or less axcapl Man shown. NOTES 1)Unbalanced roof live Ioatls have been oonrolderetl for the design. 2)Wil ASCE]-10;Vult=130mph(3-second gust)Vwd=tOlmph;TCDLd.Opsl;BCDL=5.OpsC h=25ft;BdSX;L=24X;ears lX;Cat. 11;Exp B;Encl.,GCp1-0.18;MFRS(directional)and C-C Edador(2)OC 0 to 300,Intel 300 to ll Falerbr(2)S0-0 to 60-0ione;C-C for members and forces A Mi for repeaters anoint;Lumber DOL=1 60 plate grip DOL=1.60 3)Gable requires continuous bottom chord beam, 4)This miss has been designed for a 100 prof bottom choN live lead nonconcunent Win any other live orms. 5)"This Mss has been designed for a live load of 20.0put on has bottom chortl In NI draw M ore aModal 36-0 tall by 2-80 Md. MII fit between Me boXom chord add any other members. 6)Provide meommical urcneclion(by others)of Muss 10 bearing plate capal of MlhstarvJing 100 to uplift N)oil 4,1,3. Q WI MI Na-Meal .m4NER0NO]Ea QV ieSdNO tlICL UOEO unties aEFE .PROF NMII)]m.l.d,eEWaE USE ..Y�Iauceclh Mm MIIMN6 u1Mln.RA�neG 'ml9urm[m,unew—Ir n,mtlhlamhflWluY dAWigmmrunenlmr Niiyslan�laeue...i fie,munvMry MregpYW ordu4P PxanoleuaW ynl><'nv mapaare XYSOeLL.In mo tM worth ep. 9¢n9.a�nreO.bldacenidrJ,.9WlMM]u,Irimwena,wncRN m.,nt..,,,or,ly.,kMllnM Mrip«u.mtlla�m'unr l,..l,.i MiTek 6 Wwgvre[6ANy la>kx1XyOW roRa9MlcoxopawllnrwmMete,uu"G nleYuulVWembrruR. la Qawd pwkrcere3uOkp Pe 6914 Pe,4e Ensr a. ynMdbLMo3e vesar,a MMUk Gulp orml eveestppemiuexl4L/IFII Gully C,MI0.DH-MOW bellWMrp CarrVwwnr yNy4tlmMm u,Utbletan inmflde NMMaR1a N.lee5bBL 9x1ed12.VRS1314. i ierryuFL 3^510 JOD Trues Thea Type Ory Ply 710222816 IINSTOA V26 Valley i f JOE Rebrelre 4arel @lildll9 Component Supply, 3epkWmilN,FI92256 8.did sApr 202016 Mire IMWMQS,Irc. FIIJen1312:6Wly4F1] Page 1 Ip:IV9P56EE3xndd910 c11GOiMQ5 E0e9YKVkRoeJRNAPZZI15G1cVIUo0ty4FeKJrvmEb soo -Ue l soo I soo Sffi= Sub=1:2].6 9 9.D 12 2 9 14 2 4 5 1 0 8 B 6 0o-. Joao LOADING feel) SPACING- 2-DO CSI. DEFL. In floc) Vdall Uri PLATES GRIP TCLL 20.0 Plate Grip EOL 125 TC 0.18 Veng-L) we - Na 999 W20 241190 TCDL 1110 Lumber DOL 1.25 SC 0.12 VeIQTL) Na - Na 999 BCLL 0.0 ' Rep Slats.Inc, YES INS 0.09 -,, (TL) -0.00 6 Na we BCDL t0O Cade FBC2014API2007 Merl Weight.48 to FT=2096 LUMBER- BRACING, TOP CHORD 2x4 SP No.2 TOPCHORD Structural wmd sheathing directly applied or 6-0-0 oc pumns, BOT CHORD 914 SP No.2 except end velEcals. WEBS N4SPNo.3 BOT CHORD RigW calling cloys,fablkN or600 ad hard, OTHERS 20 SP No 3 REACTIONS. Alf bfxddd,s 10-0-0. (Ib)- Max Hod, 10=10](LC 11) Mex Uplift All uplift 100 lb or less at jolni(s)except 10=-1SNLC 17),6=153(LC 18),9=-100(LC 12),7=100(!-C 12) Max Grav All reeeeans 250 ro or leas at iainthd 10,6 except 8=3W(LC 1),9 966fLC 17),7 9 (LC 18) FORCES. (Ib)-Max.Oomp fivax.Ten. All forces 250(IE)or less except alien shown. WEBS 2-9=289/197,4-7=287/195 NOTES- 1)Unbalanced roof Ilve loads have been considered lot this design. 2)Wind:ASCE 7-10;Vu1k130mph(3-second gust)Vasd I01 mph;TCDL-Sgpd;BCD1-5.0psF,h=2511;BASH;L-24ft;eaveAft;Cat. II;Exp B;Encl,GCx-0.18;MFRS(diredlonal)aM C Etlellor(2)0-1-12 to 3-1-12,otaxor(1)3-1-12 to 50.0,Exlerlor(2)SPO to 8A0 zone;and witical left add right exNsed,C-C for members and forces&MFRS for reactions slwvm;Umber DOL-1.60 plate grip DOL=1.60 3)All plates are 2x9 MT20 unless bhepwfae indicated. 4)Gabe requires continuous boacm chord hearing. 5)This truss hes been designed for a 100 psi bottom rFord five load dardoodurrent wile any other live loads. 6)'This Imes las Won designed for a live load of 20.0psl on the bottom chord in all areas wTere a rectangle 380 tall by 2-0-0 We Wit lit between the bottom chord and any other members. 7)Provide mechanical comledlon(by others)of loss to beating plate capable of wghstanding 158 to uplift at jbnt 10,153 lb uplift at Joint 6,100 in uphill m joint 9 and 100It,uplift at joint 7. Assenddd a . -N.h rol0 MII mapnvalar nwlm ml ate. —M cel .,IM MJI In(11r} 1 Irvu Alm f 9 1! - 4 a - I I.li1"AI 1 I. , ��, MiTek' r�. h..xre�uwerv.�+ n �.«Irq on .�m. �b .«�simle�orl exbm,oseaeeXdwsl BUIMmP<omporronl Dake Eaz eNtl. SWry4Xaliwaon wdAYAa hwnflue fNMr Y¢Xluin.7 K � dl'I NetavJly VR12JIA. iertpe FL J361n Job TnRs (Truss Type OM Ply 0222817 �11863TOP V2] Vepey f t Job 2016 i dorel Buidirg Compomdbupply, JaCM60mille,Fl May 8.010GApr 20IdQolgWM06u6Neglm. oJe WGgJDEb201] Page1 10:IveR56ob3KYUd9m1_ehG0yM115itlOolg W MC6mN2HUMmrEOLaeeOWOgIDEbuAk_eslrvmEe Sao 0-00 so9 I sob pdp= 6m.-1:sse s 9.eelz 13 12 ll 14 4 6 1 W 10 9 is 9 1e ] 6 100-0 160U LOADING(psi) SPACING- 2-0.0 CSI. DER. In 0.) Me W P=T GRIP TOLL no Plant Grp DOL 125 TC an Vad(LL) Ve - We 888 MT20 244/190 TCDL 10.0 Wmber DOL 1.25 BC 0.18 V6QTL) We nm 999 BULL 0.0 ' Ran Strees ricr YES WE 0.13 Horz(TL) -000 6 We We BCDL 10.0 Once FBC2014?Py200] whisx Well 5510 FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD Structural wmd sheml directly applied or 6-a0 mpudlm, BOT CHORD 2x4 SP No.2 xcept and radicals. WEBS 2x4SPNo.3 BOT CHORD Rigid ceiling directly apgfed or 6l x beading. OTHERS 2x4 SP Nd3 REACTIONS. All bearings 1000. (Id Mex Hoa 10=-140(LC 10) Mex Uplit All uplift 10011,or less at dint(s)except 10=-233(LC 17),0-231(LO 18),9=-148(LC 9),]-145(LC 8) Max Go r All reactions 25) 1,or less at jolnt(s)10,6 except 0 02(LC 19(,97104(LC 17),]7182(LC 18) FORCES. (Id-Mac CompflWC,.Ten.-Allforoes250ndorlessiumptwTenshovm. WEBS 2-9=30]21S4-]=-306/214 NOTES 1)Unbalanced roof Ilya loads nave bean considered for this design. 2)Wind ASCE]-1q Vu2-1Margin(3secondgus0 Vari Mine;TCOL=5d m;BCDLS.0l Ie25ft;B-tSft;b24b eere=4g;Cat. II;EV B;End.,GCpI=0.18;MFRS(directional)and C-C Fxteril C-1-12 to 31 12,Intedor(t)31-12 to 5-0-0,Ededor(2)5-0-0 W 800 zorai;end vank al left and right orpreed;C-C for members antl forces 8 MFRS for reactions show;Lumber DOIL1.60 pate gill DOL--160 3)All plates are 2x4 MT20 unless othervdse indicated. 4)Cade requftas continuous bottom chool bearing. 5)T0is truss has been designed for a 10.0 pd bodom Chord INe Road nonconwnent with any other Ilve loads. 6)-This truss has been designed for a live load of 20.0im on Ne bottom chord In all areas More a rectangle 3-6-0 pill by2-0-0adds Will fit betvaen cm boftom Chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate Cepede of withstanding 233 to uplift at loin 10,231 Ib uplift at joint 6,1/0In uplift at joint 9 and 145 to Whir at joint]. Q Woned.-rw4y4 'elM o nrtww4RFAa NO]EE ON fNI6 ANO M'LLWEa PIER REFERdHCE PdaE ME I.Anr IO9LVra9EfOIlEYSE. �r Wd1a�MY Wxi M1Hl.IIY¢k,ik)1 k MaslwJYWTr Malleien Ynwv.wv1 klw miWM,fuI IwMhpwmVx'rr.nl.roi .1MppBm.Beide ve.nY:laMdrV�A3rxvrrxRlvarl(yn¢wFrwxAlNarlmUr Nrm,atmaWP�dY riu+rt+'nal.Rieary ltluiMovatll �} 4 ooT.eafVMVyuodjobP.venllugMW aYMbelNmwsba Y/ncMdmaMa..rM NG4MMremlbT'aEl�rma,.nrbmN �140k' ktlwa(.repledMrIW4Y WJ lopevaNcd4 N�%eM.Cwvr4ka.Y atlq.WdVtLnrs..RN9✓d�rtlpMwwe Rl'xd•VM 4W1Vukr EY aW. k4LUIYn Wr�s,d&kery.aeclknod Ira.'INOIIIIIW[avJ MA'Nemb�aV111/1111 gglY CXIn4,pLd9ad6CN aWgConppw111 ByMY Nbmnkm aVU9M.Rcm Inm Rare kulxrle,RIaH Nee Sxezt 9Ib312 N.XOIW4 VARYa14. Terry.,ft 3410 Job Tlw Thin Type GN Ply ozzzele 111153TOA we VMey 1 1 ob Pel Bulacq Component Sylph. JeG¢ormlle,Fl32266 3 0'0_Apr22016 _Tek lydaaea lr JBIg12:64:10201T Psufl ID:WBR56ob3 _bdEriNGOyMIISApA %zPu1gR3ZIHpBYS9Atyb11PoIP0CGvmEZ 40 10 fto sap fico y6- Sure.144,2 8.00 Flo 12 13 De 11 11 14 2x4 II 3 11 2 4w116 1 d 10 a e ] 6 3N 11 a4 n 2a 3ca II Eva 11 1M10-0 1000 LOADING(psp C B1` 2-0O CSI. DEFL In (I¢) IICef1 Ud PLATES GRIP TCU20.0 Plate Grip DOL 125 TC GN Vert Na - No 989 W20 241/180 TCDL 10.0 Lumber DOL 125 BC 0.13 Ve0(IL) No - No 999 BULL 10 Rep Stress lmr VES WB 0.19 HorzRL) -0.00 6 No Ne SCOL 1D.0 Cotle FBC2014TPI2007 M XM S Weight 8316 FT=20% LUMBER- BRACSIU- TOP CHORD 20 SP No.2 TOP CHORD S(mtlural e0od sheathing tiredly epplieb or 6-0-0 do pumne BOT CHORD 2x4 SP Not except end verlicals. WEBS 2x4 SP No.3 BOT CHORD Rind ceiling direc0y applied or 6-60 oc Dradng. OTHERS 2x4 SP No.3 REACTIONS. Allbea611ga1O-0-0. (Io) Max Horz 10=1T2(LC10j Mex Uplift All up118100 th of less al jolnt(e)except 1 R31B(LG 10),6=315(LC 18),9=-222(LC 9),2=220(LC B) Max Gray All MdIOM 2501b or less al jolnt(s)except IO45)(LC 11),S=255(LC 10),8>20(LC 19),9=a07 LC 17),7=606(LC 18) FORCES. (ID) Max.0omp.flWc Ten,-All lorces 250 gh)or ten except Ethan ahovm. WEBS 2-3=341249,4-0=335'240 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wird:ASCE 7-11,Vult=130mph(3-sacrad gust)VeeJ=101 mph;TCDL-b(gft ;BCDL=50ps1;6=251(8=4511;L=2411;me=4fl;Cal, 11;Ev R;End.,GCpib.18;MFRS(EireUboN)and C-C E10erior(2)01-12 to 31-12,snbmor(1)31-12 to SOD,EdoroR2)SO-0 to"0 zone;end vertical left and right ex rosedi"for members and forces 8 MWFRS for rea Ylons aYpwn;Lumber DOL-1.60 piece grip DOL=1 AO 3)Gable requires cominuous bottom chord bearing. 4)This truss has been designed for a 10.0 psi bottom chO1d live load nonconcurval wllh arty other Ilse lcatls. 5)-This truss has been designed for a live load of 20.Opaf on the bottom chord in ell areas Efiere a reGangle 3 6-0 tell by 2-0-0 Woe Wil III belwaen the bottom chord and any other members,Efth BCDL=10Dpsf. 6)Provld0 mechanical connection(by otlrers)of tmn to bearing plate capable of eithstandr,31816 uplift at joint 10.31516 uplift at joint 6,222 to uplift 6t holo(9 and 22016 uplift at joint T, Q weaxe v='N'ema=vmM•re• Cefgn WMb MYHq MI kb --RY'dN�klxx9N P J. 4u 1BI - NAhMbl hn _ I fiy .reln 391 ..Ira IMJkY iu4 I IN yk AMe �l ] - .I Warg Wypy E Yg YwYcal � h xx L en M a WogpemwenlMWrq kBgs �nmlM ural lE Wanl�dau:YVJrnian WlnmM ru.n'eAH41/IRxIGUWE<�Ia.OLd9 ad lCL nMJy Garnpvnenl WW PW E.BM. EGayINw prawl dMxe mm 1�Hom mi 210 N.Lae 30ee1 eats 312 PMxa VA 22314. Terse,FL e%10 Job Tmn Trw Type Oil Pty TI02228te 11853TOA M Valley 1 1 Jtb Relererce Industries, BUMirg Gompalwlt Slpgy, Jedmmilk,F132258 8010.Apr 202016 MiTeklnbusbieuldd1 Fri Jan 131254:192017Page 1 ID:NBR66ab3KVWd8mi aMAyMryS-ei%IALXc110uIbo15AOGL%IR4UMBKBs2TExemnEY 50-0 104FO 540 500 Syn= scale=1501 B.UO FIT3 12 13 2a II 11 14 2W II aW II 3411 p 46 t i�I 10 B 0 7 8 4as 11 24 2W Il trd II 2x4 II 1000 040 Plate Choose IXh-- (e'EdseO - 1 LOAWNG(psi) SPACING 2-00 CSI. Di In Q.) it Ld PLATES GRIP TOLL 20.0 Plate Gdp DOL . 1.25 TO 0.67 VeM1(LL) Na - Na 999 MT2O 244/190 TCDL 10.0 Lumber DOL 1.25 BG 029 VeM1(TL) Ne - Na 999 BCLL 0.0 ' Rep Stress lncr YES WS 0.25 Horz(TL) -Ol 6 No Na BCDL 10.0 Code FBC2O14 Pll MalXx$ Welghc 7O to FT=20% LUMBER- SRACING- TOPCHORD 2x4 SP No.2 TOPOHORD Structural wood abeaXtlng shady applied or 6-0-0on pudlns, BOT CHORD 9W SP No.2 except and Vemcals. WEBS 2x4 SP all BOTCHORD Rigid ceiling drec0y applied or 6-0-0 or dadlg. OTHERS 2x4 SP No.3 REACTIONS. All bea mp,10-00 0. (lb) Max Harz 10-2O5(LG 10) Neal All up11111001borleas atjolnl(s)mm9p110=429(LC 10),6=428(LC 11),9=317(LC9),7=-316(LC 0) Mail All readlon5250 to or less atjoints)eacept 10=376(LC 11),6=374(LC 10),8=427(-C 181,9=692(LC 17),7�91(LC 18) FORCES. (0)-Max.Comp(Maxi Ten. All forms 250(Ib)or less except wren shown. WEBS 2-R=307295,4-7_3861294 NOTES 1)Unbalanced mol live loads have been considered far this design. 2)Wind:ASCE 7-10;Vug=13Omph(3secondgust)Vi ad=l01 mph;TCD".Dpsf;BCDL=S.opsh h=25X;B715Ib L--24X;eavn=411;Gat. 11;Eap B:Er l.,GCPI9dB MFRS(dlrediorel)and C-C Exlenor(2)0-1-12 to 31-12,Intedor(1)3.1-12 to 5-0-0,Exhft1 )540 to 800 zone:end vertical left and Via expose 11 C for members and forces 8 MFRS for reactions shova l;Wmber DOL=L6O plate grip DOL-1.60 3)Gable requires continuous bodan chord annual 4)This masa has been deslgnnd for a 10.0 psi botlom chord live load communicant with any other Ilve made. 5)-Thla mass has been designe l for a live load of 2O.0ps1 on me boXon chord in all areas elders a re tani 3E-0 tell by 2-(-0wide will fir be.Ne Whom chl and any other members Win BCDL=1O.Ops1. 6)Provide machanlcal connection(by others)of Buse to baadng plate capable of withetamlirg 429 0 uplift at joint 10,4280 uplift at joint 6,3171b will at joint 9 and 316 0 upilX at jdm I. Q WAIINwe-VM/xWtlenpuarvlx=mpaFAa NOIEa ON nea-dYICLUOEOMNENPElEMNLE VAOEY611cf—le9Y15'ZoaE USE @µ),wNtl rau5s MY`Mm MrrKP�mn�edwxlNsaei'-0n bbawdaNY�iP�P'^Twlarsevmn�.mtl b for m YIOIWAtl daYgrngwnent rot Iruayrlan eelge�[e.IMGAtftto ltculvellh PrrsgryWeLLWlyddeaxlep'yaneMmaUpM , bcal�mb O'a,htoab 11 M.ol, GeOd'I.aacw..,caleNtte pave l,rl.,cxlpg nrlNM2✓Jll,mwebadfnd,orOlrelnLel,mlY.7ddbrc,lempaayaMl�wNm^,^r MocYy Welk' b W/gsreglMMaktYlymObpewnl adlW w11h�fAa pflwvlF{aY Wl paCerNdun�a. rw perertl ptlaaK•ra9adr,9 Pre k6kvlkNr akxC9e.t161Vay.aec0cnadlywipolMwi WJ In aMemi.we/,NN/INI OulIy CMwh.OPPd9 agBCN WP1q Canpmw0 L Y R,If Fe a3e1IB1A. 9XIPPYwOrePM wdede M1an IIr6 Rab MMUN.11a H.Iw Sheet SIb312 Nava i11 VRY1S11. iange. 0 1JobTres TnNt TYPe Off Ply M22B20 11053TOA V30 Valley 1 f _ Job Refers to rot Building OPappent Bull Jacksonville H=56 0.0106Ap202016MITekinueNw,Irc. Fn Jenl312:M:20nI7 Papp ID:NBR58ob3XYL mi- h OyMfIS C6 lhYFU181NGYeuoVIAGwITKOYYX1iD T4 EX 640 1000 560 540 sxt= does-1:56.2 am 12 a 212 13 Mr, II 2M II tt f4 36511 A' 1112 e6 10 B 6 T 6 a4 II 2M II loo-o loco LOADING(PW) SPACING 2-0-0 Bill DEFL In (I.) All Ud PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.29 Vert(LL) Bre - We 999 W20 244/190 TCDL tD.p Lumber DOL 1.25 BC 0.44 Vert(TL) Na - We 000 BOLL 0.0 ' Rep Stress In YES WB 0.31 Horz(TL) -0.00 6 Na we El 10.0 Cc& FW201MlPI2007 Mail Weight:87 lb FT=20% LUMBER- BRACING TOP CHORD N4 BE No.2 TOP CHORD Structural wootl sheathirp directly applied or 60-0 no pu fins, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x6 SP No.2 BOTCHORD Rigid caring directly applied!or 640 m bracing. OTHERS 2x4 SP Nc.3 WEBS 1R at mil 38 REACTIONS. All bearings 100-0. (1b)- Max Horz 10=238(LC to) Max Uplift All LORI 10011tor less at jolnt(s)except 10=630(LC 10),6=626(LC 11),9=478(LC 9),7=-0)3(LC 8) Max Grav All reactlons 250lb or less at joint(s)except 10=563(LC 11),6=559(LC 10f8l 19),9=49(LC 17),7=848(LC Ia) FORCES. (Ib)-Max.Comp.rMax Tan.-ATI lames 250 gb)or less except wen shown. TOP CHORD 1-10=-271 42]8.5E=-270i276 WEBS 2-9=475.384,44=4731301 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu11=130mph(3-second gust)Vasd=101 mph;TCDL dist:BCDL=S Opal;8251;B>511;L-24X;eava=411;Cat. 11;Exp B;Encl.,GC'pi=0.18;MFRS(dlraclionN)and C-C EHerlor(2)02-12 to 3-212,Inlerim(1)32-12 to 5-0-0,Exuala(2)56-0 to 8-0-0 moth end vertical left and right exposegC-C for members and fomes A MWFRS for reactions shown;Lumber DOIa1.60 plate grip DOL=1 e0 3)Gable requires contlnuouv bottom Goad bearing. 4)The truss has Dern designed for a 10 o pat bottom coon!live load nonconcurrent with airy other live loads. 5)'The Truss has been designed for a live load of 20DRsf on tae bottom Chord In all area were a recle rl 36-0 tall by 2-0-0vdde Will fit between the boltom chord and any three members,wh BCDL=Idupst 6)Provide mechanical connection(by omen)of from to beaMg plate capable of withstanding 630 lb uplltt at joint 10,6261b uplift al joint e,476 to Will at jdM 9 and 4731b uplift at joint 7. Deal q-V�py 4ac'gnperemalxa mCPElaehvESva INS ANe NGLUOonNTEx FEFEPIXCEVIO 1 lO—JIad..R0.,aEPoREYSE oew>n Vdbl le oNV'a11n MIlaonwnmdmallrcv.w M t)wJhy or p�anselers 1—.hklw mb9Ntlud eovr'llhilars1- hMmayakm.Palohe use,ll`e tuYcagtlawxwe mwl�amy Ra girMtAlNof iMsspn pnanelersad gµ6aly M:ulwaale Ph deeMn Fb n`e ovtvdl eUs9UaaJ,9 MttiMtlebRavenldrA]In2MXg1uId41s,mvebaWucluxOmesnla[aYy.A6]Pwxl lwnWWod Mma,mlM¢Ml MiTek' eWmir�IedlweYt✓tlyaxlbgevaecdry Wil,rxm2Me@anvJhWrywM Rol>aslysMss2e.lw[ xad p4knce re}xdpllle rclvohM avUbo.donaY.aecMnutlda[:xq of In .in.nonmi meAnnR/MI OIMydlawMr,aE6MaW pop We]Ne Cm a"I'M e<FaM1e EM NA. lament,Wnmo9m avytlxe Ipn Ylanab MYNe,V.N.lee Sxeel.SXe 312 AlemdK VA 223m. To,FL seats Jab Tmea Truax Type Oy Pty 0Y021 11e59TOA V31 Vafley 1 1 J2 2MIS rIr tonal Buldrq Collpwrenl Soppy, Jeckaomild.F132256 0.0101 ApGOyMfl 6 M b12tMnstries,Irc. Fd ypn 1312:6421 yL? Paper ID:NBR56cb3KYLbtlRn aM1GOyMllS-aOiJb121FKOCXVI]CFIkOypebIB192ElA5MyL1%ivmEW 1315 1315 'hb pub=lila. 4 BAp 1R Rzb p 3 m II d 2 0 1 P g G y 8 x.a it Rxb II law II I LOADING(psi) SPACING- 2-G9 CSI. Di In fce) IPoell UC PIATES GRIP TOLL 20.0 Plate Glop DOL 1.25 TO 0.25 Ved(LL) Na - No 999 W20 244/180 TCDL 10.0 Under DOL 1.25 BC 0.17 Vert Na - We 999 BCLL 0.0 ' Rep Stress h¢r YES WE 0.09 Horz(R) 0.00 5 we we SCOL 10.0 Cotte FBC2014FPI2007 Matm-S Weight:59 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wooe sheathing directly applied or 6-0.0 he purlins, BOT CHORD 2x4 SP No.2 except and vericals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly Voted or 160-0 oc bmdng. OTHERS 20 SP No 3 REACTIONS. All beatings 13-2-13. gla)- Max Hprz 1=180(11012) Max Upllfl All up118100lb or less el joint(,)5,6,7 Max Gmv All reedions25011borlessatloint(s)1,5mcept6=S75(LC 17),7=396(LC 1) FORCES. go) Max Comp.rt .Torr.-All force,250(Ib)or lees except almn shown. WEBS 2-7=-289/160 NOTES 1)Wind ASCE 7-10;Vult-130mph(3-a.d gust)Vaed=101mph;TCOL3.opef;BCDL=5.0psY,h=2511;8=4511;L- 411;eave=4tt;Cat. It;EV B;Encl..(300=0.18;MW FRS(directional)and CC E dehor(2)0-79 to 3-7-9,IMerar(1)3-7-9 to 13-1 9 Rone;C-C for members and forces&MFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1 60 2)Gable ml*111es wnllnums bottom chord hewing. 3)This Huss has been designed lora 100 per bottom chord we load n orwohament WM any other live does. 4)-This truss has been designed for a live two of 20.0psi on the bottom chord In all areas where a mdangle 380 tall by 2-0.0 Wtle WII Bt between the bottom card and any other mambad.with BCDL=10.OpM. 5)Provide mechanical connected(by olhem)of Imes to hearing plate capable of withslanding f W Ib bald at Odt(s)5,6,7. Y WARNMa-Vviry OWpnperemelero✓MRFAD NOIEe MIr®ANa WCLWEOYI]EN REFERAHCEYNGEMI]4Am.lacams EGOREUSE � —rclu—MY"fold MIekPocoru¢ckn.ow Oowan0bsi'J wJY unxm rnrunenersiM1own,mtl v Ia m don..,rre-ov—nI.nA `Mmnyatam Palae r�.0n MWfvAM�rw mut verlNlde4dlcMtllY oltlatlar paanalenaM nmpMY VrcnrMrak MYleCln Mo p¢ovatll aa'wrr9aeaerr.aam9xa.:ol.aamaavenlaKMru olaMhxM lrrcWeDatlladrordmanoa.a+Y.+.alurelreml.>orm�dl>amr�Wnlr..acen MiTek' law, .SMaae.ds wva JrtMgNN'.S.L�ry[IgnLx�f®sxMLTII .C1FrW ML.RapmK�'. GeMrMpCOmMrMO 900Puke EMOW. 9WIFMpmaan a.Wie pan lrru Rale MIMe.RIa N.lBe5M1e81.9M312 New M6 Vh RR514. tarps.FL 3]610 Job Trott T.Type Ory Ply 0212fi22 1,051V32 VLley 1 f Job 2016 Mie Industries, BuilM1lg ComPonarll SlplYy, Jackmmilk,F132258 8.010 f Apr 202J18 MI laVOo a,M Fn Jan UJH12,!o1:22VK w Pape l ID:NBRS6oP9KYLDOpmi_NGOy&p)S2apwNaV0ePT92MNnJgr1HLIJH%NUVodNONXlzvmEV If eS H&5 9N II al1358 s 6.OJ 12 2[4 X 3 2a, II 2 I d ax ) 6 9 a� II bAn 2q 11 LOADING feel SPACING- 240 C81. OEFL. In (bc) Mall Ud PLATES GRIP TCLL 20A Rate I DOL 1.25 TC 0.19 Ve,,LL) Na - we OW W20 244/190 TCDL 10.0 Lumbar DOL 1.25 BC 0.18 Ver1(LL) We - Na 9" BCLL 0.0 ' Rep Stress Ina VES WB 0.0] Hol2fTL) 0.00 5 Na n/a BCOL 10.0 Code FBC201MPI20W WWI Weight:WO FT=20% LUMBER- BRACING TOPCHORD 2x4 SP Not TOPCHORD SimclurN wood sheaVYllg dlmoly applied or Iis,purine, BOTCHORD 2x4SP N0.2 ..f it and vermals, WEBS 2x4SP No.3 BOT CHORD Rigld ceiling Oirs"ry appled or 10-0-0 so bradng, OTHERS 2x4 SP NcA REACTIONS. ell Hor, 1s ll-743. (b) Max Harz 1=158(LC iz) Max Quaw All react 10015 offers al joim(9)5,fi,] Max Gmv All reactions 250 15 or less et pin[(s)1,5 except(B=385(LC 17),]=90](LC 1) FORCES. (Ib)-Mas Comp/Max.Te All forces 2W(Ib)or lees excapi wfien shovm, WEBS 36=261/184 NOTE& 1)Wind:ASCE 7-10;Vult-1301(3-second gull Veal 01 mph;TCDL=S.Op f;BCDL=5.Dpsb h=25ti;BdBt;L-24X;eal Cat. II;ENS B;Encl.GCgl18;sal(directional and GC Ederbr(2)0-7A to 3&5,Interlorp)355 to 118-92one;C-C for members a110 force.&MFRS for..off w shwa;Lumber DOL=1.60 plate grip DOL-1.60 2)Gale requires cominucus notion chum bearing. 3)This Ours has been designed lore 10.0 ped bo8am chord live bad mnconcument Mth any other live loads, 4)'This(mss Iona been OeMgnetl for a INa load of Moped on the bottom chord In all areas Mom a rectangle 38-0 tall by 2-0-0 Woe aill tit betwcen(tie bottom chord and any other members,with BCDL=100,51. 5)provide mechanbal connection(by others)of buss to bearing poste capable of withslantlmg 10015 uplO at(oings)5,6,7, rWdaNW6-VxNy lNanpuenwlwamENFdO NOTES PY rXI3dNO M'CLWEO MrtEFXE/EMNCEYA6EY61[TJrou.faYYN1a9EFWi c. .on w91a lu..gl....n.—rox.,Rh de4gm c.m1VuRa,isa—las axwm,and i arm MdMhwl wralry omym'nnt.ml X�vmwv.�Iaa ran.ars L.a tlu9;/al mlN very,Me"1 of Oe4a,pxmnlas.bXa.dwdr,n�ramawr,aaaaarGn„ ovahn I :u, ar.. Mchmdvw Welk aOPadrdan�a.is 9.Wrdaldawalepaare Na 1-1 all rM tWtn.[kaae.tl9149y.meclMmtl `YpaM�aaMLlsurn 1eae.Wu/IpI as.iii, ]ed9OglCN NIkFpCmpetia 6sels,1e.11) fdelyb/gmdwr v�Xan Inv HawluM�le.218 N.Leeel�eel,918312 Ns®r✓Jrh VR22914, ie,rye,iL 316.0 Job Truss There Type Oly Pty T10222829 11869TOA V33 Valey l 1 1 Job Reference o -onal But",Cornponml Supply, Jeclmonvllk.FI32256 8.0105 Apr 202016 MlTeK trkuenes.Inc. Fri Jen 1312:54:22201] Paget ID:IveR56cb3KYLbJemi_al✓S"Q5-2eDMw V0ePT92MKm gzz9LGBHXGUWdKOivXzzvmEV .5 80.5 2N II 3uk�1:R.2 3 6W 12 W T 2 B 1 9 4 v, II w li LOADING (paU SPACING 240 OSI. DEFL. in got) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.26 VedUL) Ne - no999 VITW 244/190 TCDL 10.0 Limber DOL 1.25 BC 0.17 Ven(FL) Ne Ne 999 BOLL 0.0 ' Rep Stress lnor YES WB 0.07 Hoa(TL) 000 Na We BCDL 10.0 Gale FBC201MT1200MetdXS Weight 3611- FT=. LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPOHORD Structural wmod sheaPing directly applied or&O0 od purlins. BOTCHORD 2x4 SP No.2 a rbeptendve"Icals. WEBS 2x4 SP No.3 BOTCHORD Rigid telling dtrecfiy applied or 1040 m beading. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=13]/&11-13,4=11 OI&11-13,Shc4l&11-13 Mex Hoa 1=119(LC 12) Max UPIIR 4=-22(LC 12).5-W(LC 12) FORCES (Ib)-Max.Comp.IMax Tm.-All fomes 250(Ib)or less except Mw sbom. WEBS 2-S-31Q 2 NOTES- 1)WIM:ASCE]-10;Vint_-130mph(3..d gust)VasE=101ndph;TCDL=5.0de;BCDL=5.Ops1;lb-251t;B,[511;1-241b eavo tit;Cal. II;Exp B;Ex:l.,GCp6=0.18;MW FRS(directinnal)and C-C Exterbr(2)67-9 to 34-9,Interior(l)37-9 to 8-109 zorre;C-C for members and lomes&MW FRS for reactions Mown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires wranuous bottom chord beer N. 3)The lama bas been designed for a 10.0 psi Wftm chord live bad ronconcurranl Wi111 any other live loads. 4)'Thle 1.hes been designed for a live load.120.opa1 on the Wt.chow In ell areas where a recten,il.340 tell by 24)0 red. unit ill beMreen the bonen chord end any other members. 5)Provide meMmical connection(by othem)of truss to beefing plate capable at vltthotanding 100 lb upint et,.Int(.)4,S. AkwAPNM'G Vx4J4�¢r/ewtNeMaFAO NOrE50N IMe INOWCLWm.ImEN aEYERNN[E PAGEWl4Anr.1a6Y.916BEFOXEV9H t£Y.WNlwidauiYVT M1aX®wmCm.Rb MMgnSMyMeWY�Nr*'�[��alars Nmm.aM Plu mXtlhkAu4 WMIP9 NNrpreni.ml mamrum eemue.lro Madre da6erar mervenN mooNV•atiNoraaYglwmiolersme popallv5icomordang Couwllvo Me overt MI06Wbr.Ba9V edcaleE4bPeveNCucMrV WSMtlflnvwebatlNdwCm9ocoa,M.M hra000 OMMrrvJrerJMa'9rg ' taxuM1reWeCkY Mx•YdgbpeWMCdIQE9MI5M�NMa M'+NNIF4AYml pc{alY Wn�e.rd9 ofPAruM¢rWa�VR¢ MaCaIMLa1wJ3.deNay.erecknad MaclgdPr�amtlLrnryAare®e.1XL/Ie11GWIV CM�C.09M9m15CL4iJgCmporwnl aeWPmYe1BM lry .1. . LMylmpmabrPN2N pglr Lrp Hah t411bM,21BN Lee51ree1,911-912 NsuxtlM VRYL911. Tae.0..3'M10 rJob Thas Truss Type Oly Ply no2z2a2a 11653TOA Via Valley 1 1 Jab N16 MiT o buret BtiNilg CompweMSuyly, Jacksonville,F132258 6.0105Apr 202Xnn3Tek IMlnMea, hip. FnJan 13 NuUhp cpB:23201TPege1 IO:NBP56o63KYLbtlRni enGayrngS%nnOOjb)nyXKmCaWKOLCWNUIiM1p_OZBKAR54FrvmEU 6 5 6.4.5 9H tl Scale.t'19.0 2 6 00 Fli-s 6 a 1 l � 3 hd�i 2[4 I ( LOADING(pN) SPACING 2�0 C51. DEFL in (lac) recall 1/d PUITES GRIP TOLL 20.0 Pleb Gdp DOL 1.25 TC 0.58 Ved(U) Na - Na 999 W20 2441190 TOOL 10.0 Lauber DOL 1.25 BC 0.40 Vad(FL) ne - We 999 BOLL 00 ' flap Shen Ina YES WB 0.00 Hoa(TL) 0.00 We We BCDL 10.0 Code FBC201M1`12007 MatOx-S Weight:2310 FT=20% LUMBER- BMCING TOP CHORD 2x4 SP No.2 TOPCHORD SWpural Woo0 sheathing Uirepryapplied or 6-0O oc Fibrins, BOT CHORD 2x4SP No.2 except arch vedloals. WEBS 2x4 SP No.3 BOTCHORD RON cart,preply applied or 10.0-0 me tal REACTIONS. Ahwsimp 1=223/6-313.3=22316313 Max Hoa 1=81(LC 12) Max Uplift 1=4(LC 12),3=-45(LC 12) FORCES. (Ib)-Max.Comp/lax Ten.-All rcrow250(Ib)orless exceptamenshown. NOTES 1)WfIM:ASCE]-iQ Vull=130mph(3-second gust)Vebd=101mph;TCDLd.0psl;BCDLd.Opsl;82511;B=t5ft;L=24X;eave-Ift;Cat. ll;Exp B;Encl.,GCpi=018;MW FRS(mendicant)and C-C Exterbr(2)0-7-9 to 3-7-9,IMenor(t)3 7 9 to 6 2-9 zone;C C for members and homes&MFRS for reacllmre shown; Lumber DOL=1.60 plate gnp DOL=1.60 2)Gape repulse continuous bottom choul beanlg. 3)This truss has been designed for a 10 0 psi bottom chord live load m nconcurre d With any other live loads. 4)'This lines hes been designed for a live load of 200psf on the boftom chard in all areas Wbere a rectangle 330%it by 2-0 0 Wide volt lit belvaeen the bottom chord and any other members. 5)Puede mechanical connection(by mthea)of may to bearding plate capable of swmistending 10016 uplift Wjout(s)1,3. AWI(M'.W4-VMry Orpn peinxmlmmtlNFAO NOIE50H IRIS ANOWCLUOEO NIFEI[FEFEHGNLEVAOEIb1Nrn.feOYbuffor WZYeE nnµpn Wef lw ux-uiY MIIeAtrJmmedas 6Jidesly'n elrnetl Myupn Luamelers 9wwn.aM tlamtMrtlxl d.Wxpcomnwgni.ron rIIIm Mkln.balae ue.IM M1aLp tla4alwr marl vgrlry In¢gaXc,f MIN of INµ6�wa,n,elers ad�w,yelY 1rew�IoR xM claz V r Mo Xn cvwtll wlwaexml. aacnPneooleaalowW�aal wcuroallewuu n�w.n�,volarolamelrm olrn klalw.E�laeorwmapem�Walaacuw M 1 Imlio�nom�oa�.aarary IIwa�19�naves m amla�acawul awry cm.no.ol�iai ma Iw walq ce�Iroa�a.m Tema Pnb FM BIA. SyelY Illlgmagm wdklAe M1an IIIm Ro@ MIMe.PIBti 1ee511ee1.511@312 Neta Jib VPY[31I. Txrye,fL aM10 Job rues T.Type OtY Ply 10212025 11B53TCA V35 Valley 1 1 Job Reference na lmo am _ BUNing ComporenlSupply, JecksorMlla,Fl32256 8.0105Apr20209al-SWI YRIKIA lw Fn Jam SEuM4MIKErirME ID:Iv0R56e63KYrbdemi ehGOyMIjS?rL503bIYFiBOMWi1xsR2eRd%SEUMOOwM(S?crnmET 3b5 !B5 Scale'.P=1' 2 8th II &W 12 1 a 3 a4% 9u II LOADING(aft) SPACING- 2-00 081. DEFL In (Iw) bull Ud PLATES GRIP TCU- 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) Ne - Na 898 MT20 244/180 TCDL 10.0 LMnber DOL 1.25 SC 0.10 Vert(FL) Na - Na 898 BCU- 0.0 ' Rep Stress Ina YES W B 0.00 Ho2(iL) 0.00 Na Ne BCDL 100 Gwe FBG201MPI20W Mettla-S Weight:121b FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wad streaming directly applied or 385 OC pal irts, BOT CHORD ail SP No.2 discolor end vertkals. WEBS 2x4 SP No.3 BOT CHORD R,ld celling directly applied!or 10-0-0a bracing. REACTIONS. (I1,631ze) 1=117&]-13,3=1173-)-13 Max Horz I 12(-C 12) Max Uplift 1=2(1-0 12),3=-23(1-012) FORCES. (ID)-Mex Comp.IMax.Ten.-AI lomes 250(Ib)arless except w4en shown. NOTES. 1)W Irc:ASCE r-10;Vuli 130mph(3aecand gust)Veal=101mph;TCDL=5.0psf;BCDL5.Opst;h=250;8=45Iq L=24f1;eevedfl;Cat. II;Exp B;End.,GCpi=0.18;MFRS(directional)and CC batedoR2)zoril0 for members and farces A MW FRS for reactions slwwn;Lumber DOL=1.80 plate grip DOL=1.00 2)Degree requires continuous bottom chord beadrg. 3)This truss has been designed for a 10.0 par bol chord live load noncdncurmnt Win any other Ave loan. 4)-The truss has been designed for a live load or MOcaf w the bottom chortl In NI areas More a rectangle 3E-0 tell by2-0-0Willa will it batvreen the bottom clwrd and any other members. 5)Provide mechanical connection(by others)of imea to bearing plate capable of withstanding t001b uplift at joint(s)1,3. Q --Pees4n pnmmelve xMeGOHeTEe QV1X AypaaCL49EOM!/EltaEiFMH[EPA..111Jrar.f.aFFOP . �A WN MimaYyvMn Mle�1%NIIWLIWS.hh CetlpnkbmedaYYrWIrP�aaorers9wwn,antlarormlMMMpldYlrp cnngmenl.rot nmgSbm.Belcreve.rre Wldr9ne�rcn mur wMN as aLdlttfAM of Um�rxxarelmaa'd ptt>erl r„rare nMEaly�Inro Mawatll Wtlr{I maLlma "Ph"l centWprvet00naG0 ofmilxl laaawebm]/aVolnlmCOO HN y.paryins p IPRra VPaW�rrv¢nld¢kp Phi replede rAvveyOgbpe�an racurb eFanaaIP l'JryTGraft Oid Cal liic laaaed;hpX'e BBW PUYe FY BMtl. ktnk011oM1 irda9a,tleYrerV.eraMmddwAga Mi1659mtlMsry+@rr6 amNl11/Mr Nrelh C41wW,04a�a9aelaCY wYlq<MpOnear awwy rNermaxaa wamle nwn nrsrura l..mmne zrBN.taaslmar.vre 312 Nevpem.vnzzara. T.rRw.n azlo JW Trus Tluea Type City Py 02Y B 8 11853TOR V38 Valley 1 1 Jab n16Mffa mime BUMI1N CompmaM SUPy, Jesbomik,Fl32258 8.010.Ppr 202018 MRek lMubies,Iro. Fn Jen 1312.54:26201] arras 1 ID NBRfi6cb:1KVL5dlmi ebGOyMIjS4ri5D3NYFIBOMWpksR2eRZ36BgMOGwli(BicrznnET S]-10 S]-00 2x4 II 5aeN-1:173 2 e..0 12 s 1 a a4 n 2x4 I LAMING(Ps7 SPACING 2-0-0 C81. OEFL. In poc) Well tb PLATESGRIP TCU 20.0 Plate Grip DOL 1.25 TO OA3 Ved(LL) Na - we 999 W20 24Ni90 TOOL 100 Lvnher DOL 1.25 BC 0.29 Ved(TL) We - Na 999 BCLL 0.0flap Stress Inm YES WE 0.00 HOfz(TL) 0.00 We Na BCDL 1DO Code FBC2014]TP12007 WaMx-S Weight:20It, Fr=20% LUMBER- BRACING TOPCHORD 2x4 SP N0.2 TOPCHORD Structural wood sheathing diredy applied or 5-]-10M Prairm, BOT CHORD 2xd SP No.2 xcept eod Wi icals. WEBS 2x4 SP No.3 BOT CHORD P;gia ceiling dredy epplietl or l o-0-0 oc bmdpg. REACTIONS. (IWsi2e) 1=194/5-]-2,3=194/5-]-2 Max Horz 1=]0(LC 12) Max Uplift bd(LC 12).3-MILO 12) FORCES. (Ib)-Mar.Comp./Mex Ten.-All forces 250(Ib).,I.except when shown. NOTES 1)Wind:ASCE]-10;Vultk130now(3-s ssotM gust)Vasd=101 mph;TODLd.opsl;BOOL=S.Opsf;h=2511;B=451t;12411;eave=4lh Cat. 11;Exp B;Encl.,GCpl=0.18;MFRS(directional)and CC Extedor(2)(,7-9 to 3 7 9,Inledar(1)3.7-9 to 5-5-14 zona C-C for members end forces 6 MWFRS for macdorm shown; Unnber DOL=1.80 plate grip DOL=180 2)Gale requhes conlimous woor cmond pail 3)This buss has bean designed for a 10,0 par bodom chord live low nonowoJoh n with arryother[We loacs. d)'This buss has been designed for a live lead or 200psf on the bottom choN In all areas Mere a rectangle 3a-Olen by 2-0-o Wlde Oil fit between the bottom chord and are other members. 5)Provide mechanical connection(by glhers)of truss to beading plate caped.of wlthsWMing 1001b U AIR al Idnt(s)1,3 QWAgMpotor—orn'.. mrtuxwr-1 NarE5 PY IH5nNO dYCLVOEO M/En PEFE.ANCE F44EMLL14]J m.fap15p1FI6PKeg. Y�` r91JI WMb�aYYM'I%MIIeN&eOnmclws lMCnN kdxn]aNYa�'tr*xaneJersAown.mtlklvm MMNdM W�ga'anFpwnt ml �—YN■ I�IIIYfryWli.BNpe un.me MY[Yxrlermudaa%daaaAkd]INol tlaaT V"xarreienm]ga�a1Y bccVlxNak MUeAIn Ydad,eoYmdl w�xt u++a• a«Nlnxrneeewere.enlMManvarrarJrnlm®wmmem omramemew.orvv.wanaa krrroNwmalzermn�rnsro MiTeK t WmFreiAad brrtti%mtlbpevaecM[x�MIIIwOda IxrwW re+YatlpkmlYdkrWe,lip 9awrd P4Yacere9a4Nthe aess, tlN%e,deN'aY,aa1.aW bMx{W1.tf aadlnot.ocNseµL/IPII YMy0MM,Md2atl aCll luMiq Cmpw�wtl Tal.IL Eal BNtl. fdMy Wwmdon wyYb aan l06PakpWIW .21.N.Lm Street 9J1ed12 alexaJW.VA4LA11. Tal.IL a3a10 Jab Trues Trine Type Gly Ply T1022202] 11653TOA V37 vale, I 1 Jab RMerercelopbora) Said,Component Supply, laoseomllb.F132266 8.010SAM20201610ITeklndmbles,lrc. Fn Jan1312:542s2012 Paget ID:IYBR56ob3K Lbd -ahGOyMgj TWgRPCNJZa20W5MRNgbovBUZG5eN0 wZelzvmES 93-10 d3-10 4ub=1:as 2x4 II a amp 12 2W 2 8 I 1 1p 2x4 i 'b4 51 42x4 II LOADING(psi) SPACING- 2-0-0 C9. DEFI n (loo) Vde0 Ud PLATES GRIP TCU 20.0 Plate Gftp DOL 1.25 TC 0.21 Vert(LLj Ne - Ne 999 W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 VertQL) Na - No 999 BCLL 0.0 ' Rep Sttesa lncr VES WB b.d> F.roCrL) O.W No We BCDL 10.0 Cotte FBC201A?PY200] Net, Weight:3316 F7=20% LUMBER- BRACING- TOPCHORO 2x4 SP No.2 TOPCHORO Structural wood sheathing dreclly applied or 600.0 ac grains, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOT CHORD Rigtd ceiling directly applied or 10A0bracing- OTHERS 2x4 SP No.3 REACTIONS. (INsizs) 1=IDI3/63-2,4=11&/63@,5=3]&932 Max Hon, 1=109(LC 12) Max Uplift 4=24(-C 12),5=76(LC 12) FORCES. lfb)-Max.Comp Max Ten. All force,250(Ib)orless except when shown. WEBS 2-5=-282221 NOTES- 1)Wind ASCE 7-10;Vult=130mM1(3-recon gml)Vasil=101 mph;TCD1-5.0ps1;BGD1=30ps1;ft-2511;B-15d;L=2411;em-ift;Cat. II;Ely B;EIIc6,GCpl=0.18;MFRS(directional)and C-C E denod2)6]-9 to 3]-9.Intanor(1)3-7-9 m 8494 zorre;C-C for embers and forces&MRS for ra9atia a stwan;Lumber DOL-1.50 plate gbp DOL=1.60 2)Gable requires continuous botlan chord leasing. sing. 3)This floss has been designed for a 10.0 psi bdtam clod Has load nonco current with arty other live beds. 4)'This Voss has been deaft,ed for aIhs load of 20.0mi on the bottom rAnN in all areas elime a rectoor 330 tell by 2-0 aide Will III bohoon the bottom cftord and ally other members. 5)Provide mechanical Wonecllon(by others)of floss to bearing plate capable of eftheanding 100 to Win at jdnt(sj 4.& Q WAPNae VMly Oetlpn puxm4rcxpaFIONO/EBOMIrW4Np NCLYaEa INEx aEFENHCE PA4EW11TJnr.1a0.YIDte BEFOPEUSE L TWplu,eeaeY w•IN MIeYAconackee.IMtlaY9�b WetloNYw!a�Womalars Yvrvn�.mllxlo,m NbFMwIWNlrgmi rot Inn Mian.Belae m.Ra WM1p Ea1L3l,e�nXN W�IHXcoLdLAlINdExJn�fvuarelertaMPOFwIYTcuWdaINMLT�Y�W Xw ovMU WaVdeY�aIXYp YYY:QilblO peVera W11po1hTtltl0imveEatl/a Jvdn�a�mv[aty.MJaatl M1mgxOyUgpBnnRbnld Fg e k MgiroOAo]MaEYAlyagblxawania3ae MInFNAe Pav-xJb1eY W WMMty Wn�e,fa0aatx PAMxvs�Wa�V Te kAtalFneMo9e.rMuaY.raclknaNlxoaMdln®suMl�waen¢weYRVINI GA 2ni,a 4.plaJ9mlCLa�MgCaryoriw9 WWPobSea .10 NRIYNMmWa ah4do pan Mn{bletuM�le.RIe N.Lea STae1.9I1B312NBXN1dM Vq R231 G. Te,rya.FL ab10 Job TmM TIUea TYPe city PIY 02 2826 11B63TOA V30 Vale, 1 1 Jab WIG Mil i a Incomes, nco 1 euiMirq Compolwnl5upply, Jeckcwrville,FI=56 BLMgmiApt 20201e WTCeU?4Mf6?gw Jim 151pJuDFdg6g spe1 ID:NBRSBob3KYLbtl9mi_ehGOYMIjS-#ATCeM94N✓EIp5i9wPWyEw]pIu0EJ969krvmER 1011-10 ton-1n zw II S W-1 33.2 4 ?�1-1-2 9N I g 2 y 1 S 3x4 ] 6 1a II 2.4I LOADING (psi) SPACING- 2-0-0 CS, . OEFL In Inc) I/tlell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.18 Ven(LL) n/a - Na 999 MT20 244/190 TCDL 100 Lumber DOL 1.25 1 BC 0.15 Van(TL) N. Na 999 1. BCLL 00 She ea mac YES VI O W Horz(TL) 0.00 5 Na n/a BCOL 100 Cade FBC20tMP12WT MaMx-S Weight 4611, FT=20% LUMBER- BRACING TOPOHORD 2x4 SP No.2 TOPCHORD Slmduml mod sheaWng directly applied or G40 oc purlins, BUT CHORD 2x4 SP No.2 excel end veer i,als. WEBS 2x4 SP No.3 BOTCHORD Tigltl ceiling claely applied or l Di be braGng. OTHERS 2x4 SP No.3 REACTIONS. Allbeenngs1091-2. (b)- Max Hom 1=14](LC 12) Max Uplift All uplift 1001boriess allolM(s)5,6,7 Max Omv All readlons25010orlessatjoinl(s)I,15excep16=3]0(LC 1]),]=217(LC I) FORCES. III-Max.CompNexTen.-Alllorces250(b)orlessexceplwTens"An. WEBS 3-6-265/t69 NOTES 1)Wlnd'.ASIDE 7-10;VGt;zIWrrpr,(8-second gust)Vasd=101 mph;TCOLdOp41;BCDL Cpsi haWft:8=4511;Ir24ft:ideal cal. 11;Eery B.Er,,L,GCp1=0.18;MWFRS m osa imam and C-C Exlerbr(2)0-7-9 M 34 9,IMenor(i)3-]-9 to 10-914 wne;C-C for members and tortes 8 MWFRS for rsadons shown;Lumber DOL=t 60 plate gnp DOL--1.60 2)Gable requires continuous bottom ctwN besting. 3)TMs Irks has all designed far a 10.0 p if boftom chem live bad wnconwrmnt Will any other Ilve loads. 4)-This tlua4 has been designed for a III load of Walbs1 on the bottom chard In all areas where a rectmgle 3-6 O WI by 2-0.0 wide will fit between the omm chard and any other members,Alm BCDL=10.0ps1. 5)Emetle mechanical c0onecpon(by others)of Imss to bearing plate caped.01 wlMstandhg 10010 uplift.1,1 l(e)5,e,]. A a . exis' anpncmlm MPFAONaIES pI IIYG ANe Y2L1/OEO/Y/FN 1 ,r v''91Orwe .-I'M.rel.ai 1 r A*o tlaLT NmLq kgcaled to"peV� ,..,re M1u¢veloxi �,� I I IG m adocM I 1wrrynq}edlebeentIIyere,agsa Mlh NCcde�vb and pM-� R—I cdlL4ry VX'llxl '. x1J iwe IIMl, m 1iiUh lbngrya3a,dMxy.erecMnm]du:N .eareenu'nmine's e/J191/1NIGudry ..'..ed . .C518uN]Mp Compalwnr aeW PnfeEM01d SdeN IMamoXm wclttle Ndri Inn�N MR4a.PIBN.Lea Sheet SI6312 Neaagb.VP>1lIC. Tenpe.FL YMIe Job Trues Trlas Type Oly plyT10222829 118 69TOAA V39 Velly t t JM Relererce o M1mW Building Component Suppq. Jacksonville.FI32266 8.010s Aa202016MiTskllltlustries,Mc. Fn Jenf312:54:2T2017 Paget ID:MBRSWMKYfbd9mi a GOYMfj& YO el AlmFpFH2sOegM6RIDDYm UHPgDA EO 13710 1311. pyo : Sual tb.9 4 em tz m II s TM II 2 9 y 1 S �1• 7 e 6 2x1 II 914 'la4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (loci I/Oe0 Un PLATES GRIP TCLL 20.0 Plate Glp DOL 1.25 TC 0.29 Ved(LL) ica We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Ved(1L) iva - we 999 BCLL 0.0 ' Rep Saws Ina YES WB 0.10 HoaQL) 0.00 5 We We BCDL 10.0 Cade FBCM0 P12007 Wild" Weight:61 to FT=20% LUMBEW BRACING- TOPCHORD 2x4 SP Not TOPCHORD Stmdural vootl sheathing drectly applleb or 600 no putlire, BOTCHORD 2x4 SP fill except entl verticals. WEBS 2x4 SP fill BOTCHORD Rigid ceiling dlreclly applied or 1040 oc timing. OTHERS 2x4 SP fill REACTIONS. All bearings 13-7-2. (Ib)- Max Herz 1=186(LC 12) Max Uplig All uplift 1001borlessatldnt(6)5,6,7 Mex Grav All reacrons25011borleseatloings)1,5excep16=367(LC 17),7=420(L0 1) FORCES. (Ib)-Mac Comp RAax.Ten.-All lames 250(Ib)or less except~shown. WEBS 2-7=-305/166 NOTES- 1) OTES1)Wind:ASCE 140;Vull31Anph(3 second gust)Vaed=l0f mph;TCDLd.Opsf;BCDL=5.0psf;h=25R;B=45ft;L2411;eave=4R Cat. 11;EW B;End.,GCp1=0.18;MW FRS(drectlond)and C-O Exterior(2)0-7-9 to 37-9,Intenor(f)3-7 9 to 135-14 mn%C-C far members and forces 8 MFRS for reactions shown;Lumber DOL=1.60 plate ghp D011 2)Gable requlies continuous Mdom chord bearing. 3)This truss has been designed for a 10.0 psi bottom chord live load noncorcunen[Win any other live ma. 4)'This loss has been designed fora live lead of 20 opal on the bottom chord In NI areas wilee a rectangle 3 6-0 tell by 2-0-0 wide yA1 fit behis en the Whom chord and airy other men brim,Win BCD L=10.Opal, 5)Provide mechanical connection(by against of Imes to heating plate capable of withstanding 1001to W lit at Idngs)5,6,7. ws"A"AdVWIy MNpnpvxwlxx mCPE10 NOlEe PV)XI9IXO MLLUOEO MIEx aEIENRNCEVROEYI4]]nv fY9Lcans-eWNEUSE gaff lav¢MY`xlln MIItlIR conmcMm.nt CaYT f M�tlmIY1Rn Waneters Ylown.mOhlw m MINN.uN GM,A,mml—'s " dWratleYdl Bw>plNk:aletlkW we0mitucbkq WYnl NnwetlNmtl m'1/w am waMnlSpWYJyAWlbd tins�aNn1W1mwwnlxMxap xwaK rerxw.alw:IdwlNn.t to aewm�a�.mnr>�k+e wxmrw Mry aeawanvmrlwN.rw awrwa aLtl�eleaaavlre MiTeK gpkaMrt Ywo3e.MNerY.¢raid ad M¢Lp olln�¢mdhroaYrierr'+maxNR/MIGWIh CtIMA.nM-m Ma BC91WWn9Calrpwwnl BBPaFle 33alONa. 9yNy Wplmptltn avdctle Yen Inaflde MHae.RIB N.Ice Sheet 9IR312 Nsaarvllh VR2R311. vv Nm NA ' s g > m 0541°JO BZa cr >SnOT omo° a$mmya� $m ° i °am p Zmn° °, m S35Fmo oOD o 2 aP s°n aao° mn6m R20 °I m 3 m m3ao q) ovvI 2D y �on3fm 2o0 V 3o > U5 m 00 Fab Z77 0 a°Rms ° o � 3O cR ° om ° 2pa no mgRj5 H mn3 , °--Os „ono ',. m ow P 0 ° 0 ° 2 ;u-00 Om < 7 — °_ y� a 0 NR M N C O C A N n 9 2 O .3 TOP CHORD m - 3 w A m � mp z m cie Z N v0 9 c m $� m e N �zU u 10 �m n m T m 7 gm� �� o o £ cm m o A ® N N N O A p m Z C 3 m O 3 m �• m m p ,WOm y 2 om n O p0 Wl tBY 1 N n n A Om O� S� N Q £3 N 7CA1 m o v £ y o y m i z m o /rte (v ® 5 F J p p �' \Y `p D a x 3 EM wse m 3F. m NR a m Z m 4 k"v CD c 3 ¢. as a N m TOP CHORD a Z5 5 gdm s� o 88 a� 8$ n3 � 383 £ mm 4� s °mo 0 RSggM Ste$ 3 D �m sfio3m 4° ° n� °az2 m�,$ 3m �o ®$c�R 3l � N m mg Ro a °Q dg R ¢� Rao ,m s3� a ash g g'mRm a m o m ag 340 ¢ Qo q& N vT di tom m �� mm m §¢ nalS3 d O 33 �oa m �� 8 Rg 3� 8` ao ¢3 '. � m a33W m " a.� = 7 �g mo $o g s ¢g c a $J -d SYR o ar3 s'$ ^ F$ ¢m N 0 a ao as ga aF 48„ 8u. 4a dR A�^ fit �m �$3 Q ,0 m Ra Sm a s m°pp' m4 E dam Q� �$¢ ��¢§ �o £� Q O Y A °� o® od 3 a A am ?M �asn S4 �- N 8 o go s �s a S.g �_$M Ra o3g Oso BM c c) m4' o 40 qm' �v �$ A °m Ra�F $ �g 4R nm 08 �u ®Q 3 m_ 92 3, 3 ma O O 3 s m w BCS 4... . .SINEBLVD. SUITIL. 208 oGREEN 90 SPRINGS. 330 0: 904.297.939❑ Fbar annlxmr colTmse CDnnecror un F: 904.529. 1406 BEARING HEIGHTS i U P 14 U P J 24 12 �TTT 10'-1 f /a" C 1 B' - 1 1 ° 20' - 7C. IH S B' EILI THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These busses aro designed as 1141 corporal building components to be incorporated into the building design at TACE aF Me r.See of the sign h designer.See idesig id design sheets $ for each truss tlesign.The ed on the A placement sponng.The temporary ding designer is responsible for temporary VE and permanent bracing of the roof and $ floor system and for the overall $ R t The design of the Wes supportupport structure including headers, columns beams,walls,and Columns Is the responsibility the building designer.rer. For general guidance regarding bracing,consult"Bracing of Wotl ia cou c Trusses'avallable from the Truss Plate Institute, 583 D'Onifnc Drive; Madison, WI 53179. ATTENTION. Ve Refer to buss layout and engineering documents that arrive with delivered _ = field trusses. Unless noted othemise,all beams are by ottiers. REVIBI[IN DATE CHECKED BY DDrDDtr s -DENT roll BVOTHERs e UBDIVm..N ATLANTIC BEACH MDD11 CUNeE—ND ELEVATION Clnssm FIRST FLOOR LAYOUT DRAwNB. SCALE: 1 /4" = 1 '13" LOT # CJR QA2 °"'Rs 017 116 II 1 B53TO ProEUW PbtlO npN ProtluC Plies Ne fFF101 1&00-00 m LVL2.OE154 z18 2 2 FB02 311-0e mCEN1EMR®LVL 2.0E 154"x 18" 2 2 11B T100 TIB BEI BN TOP OFTB] T. T. T. p E p C p 60 0 } e'cEtuxs I $ $ 1 �o ,m g" g ry 3 Tvaru ser axTa orTw SECOND FLOOR LAYOUT SCALE: 1 / 14° = 1 'O" CITY OF ATLANTIC BEACH 800 Seminole Road r • A Atlantic Beach,Florida 32233 r5 'telephone(904)247-5800 J V FAX(904)247-5845 REVISION REQUEST SHEET Date: 221 Received by: Resubmitted: Permit Number: I7- C E—R– 3I: - r_. � Original Plans Examiner _ Project Name: C ub Project Address: I v 60 OOK 12r. Contractor: I Conta•t Name: ._ Contact Phone :_ b S -624 a-mat qY evisi Plan Check/Permit Fee(s)Due: 5V-496 Description of Proposed Revision to Existing Permit siteii,61AVC-1 a \ne,G✓ir1J0 Additional Increase in Building Value: $ 6. Additional S.F. Site Plan Revised: NO Q�,spPublic W/U Approval: By signing below.I(primnemc)_7��"'�"�'. "(oL `S aTrm that the above revision is inclusive of the �rochanges. Signature of Contractor/Ageimcmimwitusi sign aincrmsn iu yalummn) Date ovn: 3 �`— I� Allam' X Ri dcd: Nmiaedby: Plan Review Co encs: ,– -s . 'ab02 My, Gra A Gltrd � W ew re uired Yes o 3 _ —.— 7/Plans Examiner 3/ – /7PublH;Utilities —------- – --- Public Safety e..ava s nn z Fre Services Date 1 ��l (2)2x6 6x6 SYP#2 POST (3)2x63)2x6 SPF#2 w/ ABU66. SEE SPF#2 SPF#2 POST. DETAIL 3/SO.2. POST. (2)2x6-1/, — _ t P POST - Z OSB WALL TH = SHEATHING. U FASTEN TOP SE OF WALL PER i I 3/ W VI I I DETAIL 5/50.1. ry l cm 5 U = ti 1 0 w N 0I I l ml —_-- r d F (3)2x4 I N J Q J J O SPF#2O O N POST. I ml rn : I �SE F- F' O a rc1 \ 2 b ~I G 0. SHEAT O m o 0 S E DETAIL THRU m I 1/ 0.2. I m (3)2x6 X8 1 t P052 (2)2n10-1/2 2 (2)2x6-1/1 - (4)2x6F#2 STRAP HEADER SP PER 7/SO.1 V (4)2x4 POST. I � ❑ r m SPF#2 TOP PLY TO STUDS w POST. SDWC1560)0 ® 46" N CIO enNV OSB WALL "- HEATHING. 1 ,OSB WALL SHEATHING. I 0T- r o M 1 i 0 .v , Ao Cr m a l FASTEN TOP I 0 I OF WALL PER "- u3i DETAIL 5150.1. 1 \ O Q OFFICE COPY I I � I (2)2x I ' - c2)2x,o—v2 -- - g�4PFrf .__...— (2)2x6 ---- -- - STRAP HEADER d* �.Q ,..•�ICE9✓; ■■ SPF#2 (2)2x6 INTF�MEDIATE PER 7/30.1 pr /�rs• 9 POST. JA STUDS. g If ••........... NO ' REVISION x� sp z I BP# /7— SPR- 3/ 7� '9TF t` DATE �R _ 3 J1�I1Z ,c�':C *g irJ'j SIGNED I '�. LEN v ® (2)2x6-1/1 _ _._ (2)7x6-1/1 I N I r � I 01 CCa of _ nb SPF#2 STUDS ® 12BEAK r I F802 ABOV (2)2x6 ry;0' (2)2x10-1/1 SYP#2 POST SPF#2 `.tl . SEE DETAIL POST_ 0.1. (TYPICAL) TOP PLY TO STUDS w/ SOWC15600 0 46. O.C. I I I I � I I I I HANGER HANGER I — L —_.— ANTTo SU BEAM TO SUPPORT TRUSS ABOVE SEE 3/SO.1 FOR BEAM CONN. (TYPICAL) PARTIAL FIRST LEVEL FRAMING PLAN SCALE:3/16'-F-0"