Loading...
HomeMy WebLinkAboutTH2024-004435City of Grapevine �SYSTEMHAUSE Residential Energy Compliance Path 'u101N"OLNC; B01°1001dP5 Energy Code Requirements of the 2021 IECC (IRC) as amended NmenwanNG." Submit with application for either p'mmn 0 A building permit OR ❑ A Certificate of Occupancy Project Address: 250 E. Dallas Rd., BLD. 5, Unit 15 (1 Grapevine, TX 76051 Project shall comply with one of the following: ❑ Option Ill— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104) 9 Option 42—Total Building Performance Compliance: Section R405 (N1105) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI ❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2 Note: The HERS® index is not validfor code compliance. ❑ Option #4 —ENERGY STAR Certified Homes® R102.1.1(N7101.4.1) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2 o Includes compliance with requirements from Section R402.4.1.2 (NI1024.1.2), R403.3.3 (N1103.3.3), and R403.6.3 711103.6.3) Note: Each 1-and 2 family dwelling shall be tested. ❑ Option If5— HB 3215 (87R) Home Energy Rating System Index Compliance o Includes compliance with ANSI11RESNET/ICC301, as it existed onlanuary 1, 2021. o Includes compliance with the Mandatoryrequoureenis of 20181ECCSection R406.2. o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4. Attach appropriate site -specific design compliance report and inspection checklist. Name and version of the compliance software (if selecting Option 2 through s): IC3 current I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the minimum requirements for the compliance approach selected above. Agency and Certification Number: SySte0lhaUSe - ICC 860592 Signature of Responsible Party: _,ALI Printed Name and Title of Responsible Party: William S. "Stall" FOlsom, LEED AP Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a commmee of the North CentaI Texas Council of Governments (NCTCOG). httos://www. nctcoe.ondenvir/reeiona l-buildine- codes/amendments. Single Family House Energy Report 24% Project Details Above Code Project Name: Cadence_Grapevine Brow Builder Name: Cadence Homes Builder Phone: 214-341-0058th Builder Email: Stan@systeLD.5,U aisuresldescribedinthe20211ECCwthIR408.231Reduceldenergy Address: it15 BLD. 5, Unit 1 S p erformancefm water -heating option (DHW UEF greaterthan or equal to 0.81 as City: GRAPEVINE GRA use in service calculated bythe Energy Systems Laboratory, a division of the Texas A&M TARRANT Engineering Experiment Station using IC3 version 4.6.1 County: Zip: 76051 Certificate#: 1341996 ENERGY SYSTEMS LABORATORY Date Issued: 11/8/2024 ff I TEXAS A&M ENGINEERING EXPERIMENT STATION Notes: �<<Phase 2>»> Thevalues Produced azegeneraed by the DOE-2 Wilding ar.rgy.n.1yail program These values do not constitutes guarantee of actual energy usage by ESL or TEES. William S. Folsom, LEED AP 1C3 doenot address the adequacy of thes sizing of the heating/ xHe,rn1accordance SonWSSimuated Pefomonce Alternative cooling system. Emissions Reduction NOx: 3 lbs. Authorized Signature: SOx: 5 lbs. CO2: 4,946 lbs. . Cadence —Grapevine Brownstor Page 1 of 3 1C3!+ o„€.�od,"o"a Version 4.6.1 Copyright 2015 Energy Systems General Numberof Bedrooms: 3 Wall Cavity Insulation: R. 23 Wall Continuous Insulation: R. 0 Orientation: South Windows SHGC: 0.25 U-Factor. 0.35 Roof Cladding Type: Composite Shingle Radiant Barrier: Yes Sealed Attic: No Rooflnsulation: R-38 Attic Area: 1045 sq. ft. Cathedral Ceiling Area:0 sq. ft. Flat Roof Area: 0 sq. ft. Wal I Area Neat to Attic: 0 sq. R. Foundation Foundatlon Type: Slab on Grade Foundation Insulation: R- 0 A/C SEER: 16 Tonnage: 5 Project Information Structural Floor 1 Exterior Finish: Brick Floor Area: 407sq. R. Stud Type: 2x 6 Floor Wall Height: 10 ft. Stud Spacing: 16 in. Front Side Length: 22 ft Right Side Length: 23ft Mechanical Front Side Window Area: 36 sq. ft. Right Side Window Area: 0 sq. R. Front Side Shading: 0ln Right Side Shading: 0in Blower Door Test: 3 @ACH50 Back Side Length: 22 ft Lek Side Length: 23k Ventilation Type: Supply Only Back Side Window Area:O sq. k. Left Side Window Ares: gsq. R. Ventilation Rate: 80 CFM Back Side Shading: Oln Lek Side Shading: 0in Ventilation Operation: 24 his. Floor 2 Fan Power: 21 Watts Floor Area: 1036sq.ft. Area over Unconditioned: 629 sq. R. Fraction Outside: 0.9 Floor Wall Height: 12 ft. Duct Tightness Test: 100 @CFM25 Front Side Length: 22 ft Right Side Length: 42ft Supply Duct Insulation: R-6 Front Side Window Area: 84 sq. ft. Right Side Window Area: 0 sq. R. Return Duct Insulation: R-6 Front Side Shading: 0 In Right Side Shading: 0 In Back Side Length: 22 ft Left Side Length: 47ft Back Side Window Area: 90 sq. ft. Left Side Window Area: 0 sq. k. Heating Back Side Shading: 0 In Left Side Shading: 0 In Heating Type: Natural Gas Floor 3 Heating Efficiency: 0.8 AFUE Floor Area: 1045 sq. ft. Area over Unconditioned: 9 sq. R. Floorwall Height: 1 oft. Water Heater Front Side Length: 22 ft Right Side Length: 47ft Water Heater Type: Natural Gas Front Side Window Area: 54 sq. ft. Right Side Window Area: 0 sq. ft. Energy Factor: 0.81 Front Side Shading: 0 In Right Side Shading: 0 In Size: WA Back Side Length:22 ft Lek Side Length: 47ft Burner Capacity: WA Back Side Window Area: 58 sq. ft. Left Side Window Area: 0 sq. ft. Back Side Shading: 0 in Left Side Shad Ing: 0 In Ma .606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of Estimated Annual Energy Usage Proposed Peak Electric Demand: Proposed Total Area Lights: Energy Usage Category Pumps and Miscellaneous Ventilation Fans Mechanical Ventilation Space Cooling Space Heating Domestic Hot Water Site Energy 3.2 kW 1,055 kWh Proposed Design Standard Reference Gas (therms) Electric (kWh) Gas (therms) Electric (kWh) 0 88 0 88 0 1,014 0 1,262 0 185 0 173 0 2,814 0 3,341 259 0 422 0 97 0 97 0 360 4,101 520 4,864 Conversion factors: Site to source factor. 3.16 for electric or 1.1 for natural gas (SCC 2015 R405.3) Unit:1 MMBtu =10 therms or 1 MMBtu= 293.1 kWh Mm... .606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 3 of MiTeko MTek, Inc. 400 Sunnis Ave , Suite 270 Roseville, CA 95661 916.755.3571 PIMIRINOR The truss dmwing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Carmllton,TX). Pages or sheets covered by this seal: R85361625 thru R85361669 My license renewal date for the state of Texas is December 31, 2024. Texas COA: F-12513 lle��OR F-12513 November 15,2024 Hemandez, Mums IMPORTANT NOTE: The seal on these truss o mpormM desgns is a certficahon Met the engusm named is licensed in the iunsdictiou(s) identtred and that the designs comply wM1h ANS1I 11_ These designs are based upon parameters shown leg , loads, supports, dimensions, shapes and design codes), which were glvente MiTekor TRENCO. Any prefect specific information yxii ed is far MReks or TRENCO's custumeis file reference purpose only, and was not taken into account in the preparation of these designs_ MTek or TRENCO has not mdependenfly verified the applicability of the design parameters or the designs for any particular building Beforeum, the building designer should verify applicability of design parameters and property inom mrate these designs me the overall building design per ANSI fPI 1, Chapter 2_ Jab Tn Type ONIT-15 QAN Am01 ROOF SPECbll SUPPORT BUllaers Firslsaxee (Ceo ,Tx), cxmoBon, Tx- 5006, 'aa 11 2 &G= I 1PN J IUf Ss�� )) R85361625 Job ReferencGlgg)s0i�, Ix Thu Nw 141450362➢24 Page 1 630s 26ID24MReeiifisB IB:VUBmmGYgWHs%c6NNys8XBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJC'Jf 66U 66U as II s a 6 T b 5 a4 II Rd II Me= ua II I PMIe Otiieofx Yl- 603T03-ol LOADING (psi) SPACING- 2-0 C81. Be- In dcC) Died t/0 PLATES GRIP TCLL 1000 PUte Grip DOL 1W TO023 VCbLL) Na - Na 999 MT20 2"BW TORT 250 Lumber DOL 1 or 020 VCF(CT) Na - nor, 999 BCLL 00' Rep Stru Ina NO WE 090 Ha(CT) -0.W 6 Na Na BCDL 100 Care IRC2021RP12014 Maim-P Weight 311b FT=20% LIUMBER- BRACING - TOP CHORD zxa SP 165OF 15E or2x4 SP No 1 wzW SP SS TOP CHORD Binomial wwtl sbeaddng Ulreclly applies a 5814 oC Wrilns, BOTCHORD zxa SP 1650F 15E or 2x4 SP Na1 aw SPSS Cxcept eM veNmis. WEBS 2x4SP No3 BOTCHORD Rigid ceiling Olrmay applied or 5oc ending_ OTHERS 2x4 SP No 3 REACTIONS. All bearings"" (Ib)- Max Ho¢ 8=71(LC 29) Max UpIM AIIupI1ft100lborless tint(s)8,5e ep16=-1630(LC30),T=1663(LC27) Max G2v AllreadloW250Iba@s MlolM(s)8,5erxept6=1742(LC31),T=18W(LC34) FORCES. 00-Max. Comp elm Ten -All forces 250 du or CIE except when added TOP CHORD 1-2---680R04, 2�1IBV11T9, 3--59M580 HOT CHORD 7�767UM 6-T=136T/13(4T 56=59NMO b WEBS 3519 4,2-T=182WT7622L. 24562526 NOTES l) W d ASCE 7-16, Vup=115mpb D, scandal gust) S VasOimph. TCOL=6 Opst, BCDL �=6 0psf, hft. B-MIL L=MIR Cav�2ft Cat II; Exp C; Enclosed. MWFRS gineclunag add CC Calrel(J) zone, Cantilever left and right ex(wsed. end vertical left add MM Isdnmaed,C-0formem0. add Was 8MWTRSfissonly nForMW;eu DOL=1 60 uadsm s towd0plalegrip ForslWrasFer wud (ro�mal to Ne race), see SYaMam lndusby ),s oe Ne M1r! 27 Truss aus Gable End D as or Commit buMm. ANS as applicable, a nmle guaried buR]ug designer as pu ANSIrtPI 1. mme ut r pricing 3) PmvNe Meguale02lrege a) Gabled Wordcadn""Frm, Wit wnbnwusbmume Wee ceaccru be 5) Toes to be Wily one Fece or securely braced against Nte2l movemem Pe diagonal webi. SF.OFT. 6) 2TF0c"For m2maJfo a• p. -1 L!It 9S •.•''•,.•I Tuna CrsMRben psfboftom loadnonCnn nyollcerlrvebads. T)TMS j G,IS+ truesI dendesgned braind inaflamasth bM0r200psroniM W[um Uatl In a0 areas v.Terea reCGngle3b01all by 2-OO vnde 8)'Tbl T200p o beeollnum id / A MM,meas a.a wleMbetween We M(Wmcnord aM anrmcer memcem_ 9) Pmvue memankal tonne on (by mN s) orbuss W Ma pbte Capable mvnMb Wmg too Ib upIOI atpmME) B 5 except (VIm /...............................I 6=1630,T=16W /MARCOS A. HERNANDEZ 10) This wss has been desgnes for aRoal deg load or 300 pft Lumber DOL=B 3N Poo, gdp DDL-D 33) Connect Was to resist /••••••• ........................• drag leads along remain, Chem Man ALTO m 6-1-0 for 3000 M 1% 113878 .—. COR F-12513 November 15,2024 ,wA G V"Ms,PaMmetrmalanEADNnTeanNHISANDIN«naDMEEREFERENCERACEalro,m..,RAW3ORE use, MiTek® trader Fug—I9ueance rega title �� a',yye„s ws a n mw msN ouaiy'en amtiwnalwm'ePtrnunl anJaCSl BM mp Componem SaMylw5a,Mdn �pue rmmve snoM�elaumog component pamu �Ovw+.' eommmnenaom) 916753571uM1,TE T Type " PN R85361626 Ja kClnsetl 2 1 Cauo6bq TX- 5006, [p j 630s 262024 MReKi62.s U _ Too Noy1414503]2➢. Pagel ID:VuMn YgWHs NHysOMmnR7F WsB7OHg3NSgPWL6 3ulT GMDa7J42JCof a2o sau azo a20 025F1-2 3m@=r141 a II as = 2 3JI^ u a as = LOAOING (ps1) SPACING- 2-DO Can. OEFL. In pc) Well W PLATES GRIP TCLL 10D.0 P6te Gip DOL 1c0 TC 042 Val(LL) T07 4-5 >993 480 MT20 2441190 TCDL 250 Lumber DOL 1 W BC 035 Vat(CT) -014 45 >SD] 240 BILL 00 Rep Stress Ina YES WE D28 ThAACT) 0ol 4 n2 nh BCDL 100 Code IRC202V F,AN4 Malrtc-AS Wini (100 5 -- 240 WeJgM 34 to FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1a2x4SPS5 TOPCHORD ShucN2l wood sheathing directly applied. except end verhals BOT CHORD 2x4 SP 1650E 15E or 2x4 SP No1 or 2W SP SS BOT CHORD Rigid telling directly applied. WEBS 2x4 SP No3'ExcepY 15 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31 REACTIONS. pate) 5-T5 , 4=M6Tahicel Max H. 5=71(LC 9) Max Uplift 5=5D(LC 814--52(LC 9) Max G. 5,804(LC 1). 4-8011) FORCES. go)- Max CompMa,. Ten -All forces 250(N) or less except Men shmvn. TOP CHORD 15=2821112, 3-0=295/116 BOTCHORD 45-36W6] WEBS 25 96382,23 889392 NOTES 1) Who ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsl; Eli Opsf, h-�f' OR, BAST, L=40ft; eavei Cat IL Exp C. Encoseh, MWFRS poxckonar, add CC Contain) zone; cantilever led and fight exposed, end veNcel left and color sx,xYxd,C-0for headers and!ores A MWTRS far reactions shmvn, Lumber D01=1 SO prate gdp Di 60 2) Provide adequate drainage to prevent rater pondeg 3) That truss has s heed designed for a 1D O per hDBom clroN live load nommntareat with any other Irve bads_ 4) -This Was has been designed her We'md of 20 Opsl on the hoMm chord in ad areas Lunde a rectangle 380 tall by2-Do vide vn8 Fd beMmen the nottdm chord and any other members_ 5) Red, In glNegs) for truss to Bass mnrrcxWns. 6) Pannone mechanical connection (try agreed of Tons to bearing plate capable of withstanding 101) Ib upOh at pimps) 5, d ]) Thin truss design requires that a minimum of 7/16" structural wdW sheathe, be applied directly to the lap chat and 12- gypsum sineebock be applied the" to Me bdBom chard n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 �ro��aioas�es ngatw, MiTekgesI.,„aenafmniPimrunl nz u ev om° nm ,.ic e 1-H .1a,�,=,1,Mflo.s— Jab TnROOF Type Dry PIy QANm Bl' q R8536162] ONIT-15 A03 ROOF SPECWt GIRDER 1 L Job ReterencGlgq� ) Builders FirslSaace (Cart ,TX), Carto6bq TX-5006, 630s 26 ID24MRei fidLsOifs lx Thin Nw 14 la Rh"'d. Pagel ID:VuBm YgWHSXc6NHpBXOznnR7F WsB7OHg3NSgPWL6 3ulT GMDmIJ4 JC]I 1T2 Gatz a8n 1" 10 12-1. 15-1-0 112 .18 z-1-15 2-1-15 11-C z-s] 5®n =t 253 025 12 .m = zx4 11 3xa = zx4 axa = .4 11 4x5 g 12 2 3 d 5 6 13 ] 1 0 9 1t 4x8= ]xYb= Sv&= 8 111 4x5 — IT4 2 6b12 10A10 N314 15d-0 b]E LOADING (psi) SPACING-2-0U C51. OEFL. In (bc) VUefl Ud PIJVES GRIP TCLL 1000 P6te Go, DOL 1 W TC 031 Ven(Ly C S "n >9YJ 480 MT20 24N19J TCDL 250 Lumber DOL 1 W BC Dan vmku) -0P 3l0 >999 240 BCLL 00 Rep Ske's Ina NO WE 094 Hoa(CT) 004 8 Na Ina BCDL Joe Conde IRCz021RP12014 Matrix -MS WIM(LL) 003 10 >999 240 Weight 2081b FT=20% LUMBER- BRACING- TOPCHORD 2,6 SP 2400F 2 BE or2n65P DSS m 2x6 SP M 31 TOP CHORD Structuralwwtl sheathing directly applied w 55 ocp pins, BOTCHORD 2x6SP2400F20E or 2x6SPDSSOr2x6SPM31 except ear veturals. WEBS 2x4 SP No 3'Exr¢pt' BOTCHORD Rigid ceiling directly applied or To cc anciM 1-11 2x6 SP 2400F 2 BE or 2x5 SP DSS m2x6 SP M 31 REACTIONS. (size) 11=0.58, 8=D68 Max Horz 11=]5(LC 5) Max Uplfl 11=267(LC 4), 8=z45(LC 5) Wax G2v 11=43]4(Lc 1), E=414o(LC B FORCES. (Ib)-Max. CompRAax Ten-Allfirres250platokssexceptwhenshowrt TOP CHORD 1-11=671/56, Y-2-493139, 2-3=10515r561, 3-0=105ha1663, 45�993/430, 5f,=.6989/432 ]�113/51 BOT CHORD 10.11=52lD289.910=4095165, B-9=294M362 WEBS 2-11=]66]/518,2-10=-2VaE635&10�01/1354-00-1ISM 71Y, 49=2]85/20], 5 39/59, 69=19913423, 6d=5409349 NOTES- 1) 2-pty ass to Be connected! together vMh 10d in 131 NY) nails as Mlows Trip clwNs connected as full ows M - 2 rays staggered at 0-TOoc, 2x4-1 lox ato9a m Bottom chains connected as rations, 2x6-2lows Ma,mmid at 030 oc Webs connected as!allows: 2x4 -1 low at G-9C cc. z)M kids are considered eguallyapplledtoallplle., pldmtedas Ronl(F)orbx (B)Ma in Ore LOADCASE(S)se n Pith, pN connections have man to to distribute only loads noted as (F) or (B), umess o0 emse ndlcateIr S� OF TF \l1 3) Wind ASCE 7-16, Vutt=115mph (3-second gust) VasdSYmph; TCOL=6 OpsE, BCDL=6 Opsf, b�00. B-0Sfl, L=MIR eav,SB, Cat .• p. 4Sl IL Exp G EaJoseq MWFRSmunclanak, canMeverled and nghtexposed . end vertical eR add near exposed; Lumber DOL=1 So plate gas DOL=1 SO �•. / /A 4) Pmvindeadeguate drahege to prevent vela pcandng as ti e load lrvebands. ............................ 6)Th6 truss eadaha0ces the botmm toad In allareas wnerearecrangn3ab tae by z4ld wide has bendeseignedfr the Wit s)'The truss has oeIn deslgxdnra a thehinnoanavrtenlwMany youshe ;.MA DZ /MARCOS A. HER..... a n memcers_ wRhtbetweenthelMlomchon add anyn ••••p••••••••••••••••••••••p•••• of T)11Phonate7 memanical conneLlon (by Nners7 of pass m lieanng pate capable mvn0islaMing too lb uplm at pinks) except flt=pl 8-245 1 11 38 78 fi"1°9O,r;. <iCENSE�: 8)Burga(s)o otherconnesion devne(s) shall he manned sutticdatosuppod concenbatal banks) 1000 In down snit 5l lb up al 1,�SS�QNALG\� 36q am i 0001b down and 51 In up al 13 HT on top ctioN,and 2475 lb down and 2o3 n up at 6-412 on bo0om audit The desgn/saecbonorsuchmm tnndevlre(s)Bnerespansiblli( aothes LOAD CASE(S) Standard COR F-12513 November 15,2024 nn v nane A. �ynp.�metrrtan4n��Tesn. Ms ni mnrn.nexname.rek. e.,.,,a., ,aannense at �6�mce •ve✓m MiTek® [mn,urrl cmabm ny traog 9ueance rega title �x m%vmn> wOm u ww msN ouainren am tiwnalwm'.Pimrmvl anJarsl0,Rmrnmpon,iaShhynamm,8m m�m¢tle fiomM SnoM�eiauMog compvieni pamu Ore+.' eomm�enaoml m C51111.ulck.s n Jabmss �Tmss Type UNIT-15 R03 ROOF SPECML GIRDER suime Fimiswxea(Cauu ,Tx). cartoylon. Tx- 5006. LOAD C113E(5) S n0a,U 1) Dea . Rm1 Dve (0 Wnu ) LumOel ln[rea -1 00, Plate Ina as l DO Un0om LoMs (p0) Vert 1- 50,8-11=-20 Co¢ nMa Loaas poj Vert 10=2E75(F)12=1Oo013=1000 py P q [p�1p R8536162] 1 630 s L 26202E..1 6 dI1 IV, Ix Thu Nw 1E 105037 2026 Page 2 ID VUBmd YgWHs NHysBM-s 7FILMSB7OHg3NSgP,L6 3ulT GMDu]JE JCW roea sa.ewan,se. MiTek® g,�evmom°p,enm��-N ,�.—I Jabvss Dry Ply R85 61628 DNIT-15 A04 �TvssType MohwpeN 2 1 Job Reterenre/yMpnalj BuiMers Firsl3eurce Carta ( ,TX, ) CartaOloq TX-5006, 63N 26IDR7 ISgThin 1450382➢24PJ 1 W 10VUBmdKGYgWHs%c6NNysBXBsnR]FIC'MSBTOHg3N59PgnL6W3uITXbGKN5CBdIJ42JC']f WLN3ul4 29-0 12 $1 12a-0 15-0-0 ' 29-0 23d a 2d 238 . 2d8 2AU ' a@=121x dx rz z 2 4 2.4 II a4g 3 4 1 ,q 1i6Y8 - 5v8 - -4 II ss - 3x4 II T 9 IVI 5x8 - 8 5>5 = 18 4110 S2-8 LOAGING (pst) SPACING- 2-DO C51. OEFL. In heir) weft Ud PEAIES GRIP TCLL 1V P6te Gip DOL 1c0 TC 043 Ved(LL) -0i6 3t0 >999 480 MT20 24V190 TCDL 250 Lumber DOL 1 W BC 079 VeMCT) -021 310 >839 240 BCLL 00 Rep Stress mG YES WE 0W Hoo(CT) 007 8 tea nh BCDL 100 Code IRC202VTF,A)14 1,dUcAS WMOUT) 005 S10 >999 240 Ward 8110 FT=2(Y% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1a2x4SPS5 TOPCHORD ShucNml wood sheathing directly applied. except end vernals BOT CHORD 2x4 SP 1650E 15E or2x4 SP No 1 a 2W SP SS BOT CHORD Right ceiling directly applied. WEBS 2x4 SP No3'ExcepY 1-11 2x6 SP 2400F 2 0E or2x5 SP DSS or 2x6 SP M 31 REACTIONS puxe) 11=0.58, 8-0.•i8 Max Hox 11=81BOg Max Up118 11=106(LC g, 8=-109(LC 9) Max G. 11=2019(LC 1).8=2019(LC 1) FORCES. (M) -MaxompMl C.ax. Ten- All forces 250(N) or less except xTen sbovm_ TOP CHORD 1-11�3554, 2�3739/808 3d=3738oyt0, 45=-35]Y]T9, 5 - 3$ R83, T$ 3088] BOT CHORD 1 Ot 1�431, 910=-96114051,&9- 11VP249 WEBS 2-01=282&6502-10=31]11601,&10�99N]3,4-00=413N 3$4-Y-6 1W, 5-9-�`i.Ym 167, 6-9-340M64% 6-8=273 15 NOTES- 1) W it ASCE 7-16, W8=1 t5mph (3seccnd gist) VasdSimph, TCO1=6 Opsf, BCDL=6 Ops. h,3Ofl; B-4511, L=408; ean,5ft, Cat IL Exp C,Enclosed, MWFRS(dinchanal) and CC Caner(3) Anne, oni llever led and right exposed, end We Ileft ad right exposeRCL Mr members add faces A MWFRS fir reactions shgvn; Lumber DOL=16g plate grip DOL=f 60 2) Provide adequate Manage To prevent xaer ponddy. 3) The truss R s been designed for a 100 pef bo8om tlw,M hve load norawncurtent with arty other live Bads_ 4)- The Wss has been designed Mr a We trod of 200,W on Ore WRom chord in ad areas whir, a rttUngle T60 to®by 2-OO vide \ wfl,, etween tee beftom chow am am ether members_ OF T e "1 % 5) Proves, mechanical connection (by Wes) of boss to L ring plate capablecdVn(hslaMmg MD IN uplm alpnngs) except (t=b7 tptE • 6) The Wss desgn be ha 10' nes 7fl(T ddecly to Me top / Airlines mblm od shearing cd and at a um a strcb u2modapplied gypsum MJ�j slheeI he applied dy" to the Whom and w� ;f ....:......................;.... ;MARCOS A. HERNANDEZ 1...•. 113878 i... COR F-12513 November 15,2024 ,wA � ve�y4nd�p.�metrma�4n��Tesn.,res4kn��inan.nexnaene.eeP.�e.,.,,m.,�a,aaRnense. MiTek® uny traog m%vmn> wuceM 9ueance rega title fir. n ww msH ouaihycn amtiwnalwm'ePtrnunl andacsiau,Ra,C,mp,-io SoolyIrortm6on �pue tromp, snoM�elauMog component pamu �0�+.' eomm�enaom) srci5InlllJoc.s— Jab Tn« �Tvss Type Dry PIy QANm Bl' R85361629 UNIT-15 M5 Ja kClnutl 6 1 Job ReterencGlp ) BuiMers Firsl3aace (Cart ,TX), CartoObq TX-5006, 630s 26IDoral., iKdLsO�F's lx Tbu Nw1414So.,I. Pagel ID:Vumv ygmHs NHysBM-nR7FTC'MSB7OHg3NSgP,L8w3ulT GMDa7J4 JC21 Z81 1LL11 ]ba 3413 1227 "11. 281 14U 2d9 2b9 2b9 L.I sale-124 o2s FIT as= a<II &4= —11 On = 2. II cell 2 3 4 5 B T yl o S ✓11 Sol = Sea - sr8 so-n so-n LOAOING (pit) SPACING- 2-DO C51. TCLL 100.0 Plate Grip DOL 1Ed TO 041 TCDL 250 wmcer DOL 100 BC 074 BOLL 00Rep Strgs Ina YES WE 0]6 BCDL 100 Cat IRC2021rtP12D14 laftai LUMBER- TOPCHORD 2x4SP1650Ft5Ea2x4SPNo1M2x4SPS5 BOTCHORD 2x4SP 1650Ft5Eor2x4SPNo1oa WSPSS WEBS 2x4 SP No.3'Except' 1-11 2x6 Sp 240OF 2 BE or 2xS SP LISS or 2x6 SP M 31 rOca ex 14108 S 11 OEFL. lU (bc) Web HC PLA7 GRIP VagLL) C 4 3t0 >993 4W MT20 24V190 Vat(CT)0 t9 310 >9m 24a RUEACT) 006 8 Na n2 VAMILL) OD4 S10 >999 240 Wmghl 79 to FT-2 BRACING- TOPCHORD ShucNml wood shralMg directly applied. except end verlkals NOTCHORD Mgld ceiling directly applied. REACTIONS. Pixel 11=058, &Mcrlmniad Max H. 11=81(LC 9) Max Up118 11=103(LC g, S- lDLC 9) Max G. 11=1958(LC 1).8=1958(LC 1) FORCES. (Ib)-Max Comp.Mlax. Ten- All fires 250(N) or less except eden areas TOP CHORD 1-11=325M, 23 51STM, 3d=3518075, 45=-.3S58rr47, 56-33610751, T�299/86 BOT CHORD 101 I�DcI282,310=-9223825,&9- 272124 WEBS 211=2689635, 2-10=3WR524,&10�169.41D-3WV128,4-�901179, 5 9—MeVlME 6-9-32W1602, 6-8=261N625 NOTES- 1) W it ASCE 7-16, Vu8=115mpb (35eoaul gust) VasdSimph, TCO1=6 0pst, BCDL=6 � DpsY. k00; B-45fl, L=40R; eav,5fl, Cat IL Exp C. Malosed, MWFRS (dlretiionad add CC GAEMES) zrne, onion ever left and night exposed, end veNal ER and right expcsed.CL nor members add faces 8 MWFRS fir reactions sbgm; Lumber DOL=1 W plate gdp DOL=16o 2) ProvlM adequate dmlrege to prevent rater po sig r us 3) Tbs truss has re s bn deRgned im a 100 pit bo0om tlwttl give load noncr ncurtent with arty olber live Was 4)- This tire, beryl desig dpar a Eve lead of 200psf on the Whom closer! in a0 areas ere a rectangle3 0ME by 2 Mynde WN fit between Me WOam card add rt aUnix memcers 5) Refer to ghdeors) norwss W buss annecWns 6) Provltle memamcal connection (by N res) of Bass W bearing plate capable of wel sUMing 10016 trafft at jolnt(s) except Ot-M) 11=10$ 8=1 Be ]) Too truss deign requites Mad a minimum N 7PIV'sNstumi wood sheaNlng be applied dM,xUy In Me top rind and I2' gypsum ar eback W app4etl dlnectt/ to Mite WOom chord n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jabmss Noss Type Dry PIy Bl' q R85361630 DNIT-15 AOSA JACK-CLOSEB 1 L Job ReterencGlp� ) Builders FlrslSaace(Carr,TX), Camara, TX-5006, 630s 26ID24MRei R2L 1''s I— R. Nw I 1a So. 2R24 Pagel ID VuMm YgWHs NHpOM-nR7FI sB7OHg3NSgPWL6 3ulT GKWCDo7J42JC'21 x R 5 11 R5 < an a 12-2-0 L-tO8 2. 2 49 14 a 14 S 249 2E-1 s®I.-1245 02 12 3.6= z.411 3.4= 2.4 II 3.4= 2 12 3 5 1 13 10 9 3x10 - 3.1. - a-11 R,Fa ' SU-11 4A3 ' LOAGING (pst) SPACING- 2-DO Can. OEFL. n god Poe8 lad TCLL 100.0 P6te Gip OOL [c0 TC 036 VEMLL) C08 310 >999 480 TCDL 250 Lumcer TOIL 1 W BC 052 Vedi all 3 a >999 240 BCLL 00 Rep Stress Ina NO WE 0a Hari 004 8 Na Ma BCDL 100 Code IRC20217F,2014 Ma0[t-AS Windi Too S10 >999 240 LUMBER- BRACING Ron Rit 5- PIAms GRIP MT20 24,VD0 Weight 48011, R=20% TOPCHORD 2x6 SP240OF 20E 0r2x6SP DSSor2 SPM wood dlcaN 31 TOPCHORD Structural od showhi, directly applied. except end ve BOT CHORD 2x4 SP 1650E 15E or 2x4 SP No1 w2W SP SS ROT CHORD Iligld ceiling directly applied. WEBS 2x4 SP No 3'ExcepY 1-11 2x6 SP 2400F 2 0E or2x5 SP DSS or 2x6 SP M 31 REACT ON3. (sire) 11=0.58, B=Mcrlmnlral Max Hox 11-7819) Max Uplld 11=141(LC B), 8=-061(LC 9) Max G. 11=2822(LC 1), 8=3011) FORCES. did -Max Comp.Mlax. Teo- All forces 250(N) or l s except v1di shower TOP CHORD 1-11-48Y130, 23 908I1078, -0 48951079.4 F 27DW9 5b=427D/ . 7�996239 B(3T CHORD 1O11�B&3532,3to- -115V48B68-YL 841 WEBS 2-11­Roldeal2-10=334/1651, 3l D-876itF, TrMl 3. 59�TH122 6-9=-380M816, 6�3414(804 NOTES 1) 2pty days to Ire connected together wM wri (0131`x3') nails as t01bas_ Top chords connectM as folload 2x6-2 rays staggered at 0-30 oc, 2x4-1 raw at 0-ST oc Bottom on de, connected as Toll. 2x4-1 Buy at 0-TC) Webs donne ted as tokows 2x4 -1 any at 0-9D od 2) A9 leads a2 conewered equally app&U to all pges, except IT noted as and (F) or back (B) lace In the LOAD CASE(S) seams Ply to pry domlcotrons have been pmNded to dolubNe only loans noted as (F) or (B), unless agenda, Indicated 3)WM-ASCE]-i6 ViiThmph(3sttmd gust) Vascoldr ,TCDL=60psf, BCDL=60psl,b-�011, B-0511, 1=40ft, eav,5ft. CatTF.\\1 IL Exp C. Endoseh, MWFRS(dlrecL 4add C Comer(3)zonedanRlever led and right ey0sed, end veNcel left and lMht p. . ...�jaMJ�j expSm eQC-0farembers and foci MWFR5lormadlonsshoq wLumber DOL= (Anntegdp DOL=160o 4) Provide drainage to / adequate prevent rater pondeg 5) This Food hasbeen designed for a l o 0 psi bottom clroN live load nommncunent with any 0urer live bads_ + 2• //� �� 6)' This tors, has been designed bar a WdWit of 200psl on the botlom chow In au areas wMe a recrangie 3b4 tal by 2-DO vide /^^t^•••...................... wt® N between the twom chord am am otlrr mendsom �MARCOS A. HERNANDEZ ]) Refor to protests) forhods to W55 connections. -1......................p••••, ,� 8) Prwns, mechanical conimandn (by others) of Ross to beamg plate capable of withstanding wD II, upOft Mpint(s) Except (p=U) 9)TNA WssllesgnrequlresNtaminimum N7116"shudumlwoodsheMhingbeappirewdhediyWMeMpcb wdl2"gypsum 11\ sheeWdt r, applied drrecny to the bottom chord SS/ONAI"'G`� 1In Hangem) or other Connection dencets) shad be pmvged sNociat to sup" Concentrated harts) 1oo0 m dawn old 220 lb up at 3-0-0, aMd moo Ib down and ZM IM up at 1341-0m rap chow The cesgmseledlon orsucb m rdecwon dwice(s) sftre oxponsbllMorathers. COF-12513 Loao CASE(S) Standard November15,202,2024 r ngnned nn nanP2 Ayr G V" 91paialaREAD lnTERONTIMMnl�mwn.nexREFERENCEIvor lead m..,y�3affnReuse. �aPo MiTek® ny troop 9ueance repo title �� dww u msn e,. MSIT diourrcn am bona lwm'.Ptrnuse a ndacsiaurnacomponemsanahlmmminfim �pue rmmve snuM�elauMog component pamu a�Ore%' eomm�enaom) MrI551nlluue.E u Jab ITn« �Tmss oNIT-15 N/mMSA JFCK-CLOpeSED suime Frslsaxea(C— ,Tx), Cauo n, Tx- sTy 006, LOFO CAM(5) S n0a,U 1) Beatl+Rml live (OaNncM) Lu.O , ln[rea -1 00, Plate Ina .a l DO Unamm LoMs (p0) Vert 1- 50, 8-11=20 Co¢ nMe Loaas poj Vert 12 two l�l000 1 P q [p�1p j R85361630 1 6M s L 26202E MReKiKdI150V Ix Thu Nw 1E 1050392➢26 Page 2 ID V.Bm Y9WHs NHysBM-s 7JM .B7OHg3N59P,L8w3ulT GKW�OUIJEJCW roea sa.ewan,se. MiTek® g,�evmom°p,enm��-N ,�.—I Jab ITn« TYPE Ory Ply R85361631 UNIT-15 A06 Roo ROOF SPEChIL SUPPORT 1 1 Builders Firsl3axce(Carta N/A0 ,TX), Carto6bq TX- 5006, Job Reference/pgpnalj lac ThU Nw 141450392➢24 Pagel 630s 26ID24 MR ID:VuBm YgWHs NHysBM-s 7FI .B7OHg3NS9P,L8w3ulT GMD.IJ4 JC'II 14 1. 141. Man,-1245 Bras FiT M4 2x4 II 2. II zx1 Nfi 112___ 3 43eF= 5 _ a.= ] 8 9 18 17 in 15 14 13 a 11 10 2x4 II 2x6 g 6[8 = 2. M = d6 II 6xa = 2. B on = i4-1. 4168 Plate Offsets(X Y1 112"S "To 1140"0-SOI 116 TT800.3N LO DING (ps1) SPACING- 2-0 C51. OEFL. In dial VdeB I/d PLAIES GRIP TCLL or. P.M Gip D.L 1 W TO023 Ved(LL) in - Na 999 MT20 244/190 TCOL 250 LumMr OOL 1do BC 016 Ved(CT) Na - No 999 BOLL 00 ' Rep Stru Ina NO WE 0 % Horz(CT) T 01 10 Na Na POOL Joe Code IR=VTP12O14 Mr1 S Weight 80 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 w2WSPSS TOP CHORD Structural station, station,n, director ly applied 6-0-0 pu CC dins, BOTCHORD 2x4SP 165OF 15E or 2x4 SP NO w2WSPSS except end veNcels. WEBS 2x4SP o N3'Es"i BOTCHORD Rigid ceiling directly applied 6a 0 oli C Man¢ Except 1-182x6 SP 2400F 2 BE or 2x5 SP OSS or 2x6 SP M 31 106S oc tracng. 1718. OTHERS 2x4 SP No.3 REACOONS. All Oeadngs 141" (to)- Max IT. 10 81(LC 9) Max Uplift At uplift Had b or less al ands)except 1B=353(LC 22)10=983(LC 30), 11=-99MLC 27),12=1028(LC 30), 13=-1041BO 2]), 14=101MLC 30), 15=-1024(LC2T),l =953(LC30),17- S(LC2p Max G. All reacllma2WIb.,le i)oint(s)e p[18=355(LCM),I0 lO5(LC 31), 11=1120(LC 34),12--1139(LC 31),13=115](LC 34),14=fl23(LC 31), 15=1139(LC 34), 16=10Ffi(LC 31), 1]=]33dLC 34) FORCES. Uhl -Max Comp/MaC.Teo-AIIPore¢250 (Ib)orless except wlren sbmm_ TOPCHORD 211034/10503-0 451/,Va.4=9]4h3]6M6 MV3]8,6-]-86&868 ]8=39]1354, 8-Tti`88/555 HOT CHORD 11-1]=820er36, iSi6=498/45q 1415�45/l9], 1314�01/3]6, 12-13�9]l8]2 6-153939 82]/3]6, 1&-02 10. WEBS 511=108]/1101,]-12,496/1B0,9-13=1TVY114Z 514-501/18y,415=-1132/1118, 3-16-�`222052-P-47(od$2-16=-150711553,4-04=152&fl54$6-12=-15050515. 810=1321/1331 \\\� 0F•TFx� NOTES FtpSE 11 1)W it ASCE]-i6, Vu8=115al(3Ssxdrd gust)VaMdIRrph,TCOL=60psf,BCDL=60pst,0�Ofl; B-15$. L-MIE eavc=2ft, Cat j G,J.• f �) IL Exp C.Endlosed, MWFRSMixecllonad mM CC CAMERM)Aae,cantlleverled and right exposed, aid wMad left mM tight / expcsedCC(or memCas add forces & MWFRS for reactions strand, Lumber OO1=160 plane grip DO"ED 2) Tress designed fir vied kedsmtlleplalreofthe Wssonly_ For"sex(wsedtowmd(l alto8ie Xsee StaWaMindus8y /••••2•••••••......•••••••••2•••• Gagne End Defads as apprable, or consuflqualified wlamg designer as Per ANSVTP11_ /MARCOS A. HERNANDEZ 3) PmvlOe adequate d"Mage no pmvent y2Rr priding ••••p••••••......••••••••••p•••• �l 4)cable acquires mhtinaous bottom mom hearing _ 5) Tres lace fairy sMatbed fiom one face or sealrery braced against Ideal moarrerd(e-da,halx td 113878 y�o: •yji s) Gable 2o-B A ;</CENSEL+\1�f studs spaced of oC 1 G; 11d ]) The buss Ims ceen designed N G for a 100W Whom c1wie load nonlosencurat with any order lose bads_ SS/OriAl'�' E7• This Buss has been designed for a We bad of 20 Dog on then m chid In all areas where a rttflngk 3 tall by 2-0S vide wN M refined Me Wlmm chord add a, ottcer, membms_ 9) Private Mechanical connechon(by oh"RU of Bass To beam,plate Capable of withstanding 353 toupift atpot 18, 982M upYfl at COR F-12513 )omt T), 998 to armal pant" [O281buplift of} h1$ 1041 to upift a joint13, 1010 to uplift at pant 14, 1024 to uplift at lost 15, 953 N uplift at ant 16 and 638 toupffi a joint P November 15,2024 AwRMMS V" 1y1ism—trman4REAR Nmasna,resAND Wadm.nexREFERENCEPAGE.,.,,m1.,RMd3affnRedse. �nro MiTek® ny traog m%vmn> wined 9ueance rega title �� u ww msN ouaidycn amtiwnal-ER'n ian) a,dacslIR,Ra,Co,p,neMSoROl i-xa- m�m¢tle fiom Ye S6oM�elauMog component puma �Ore+e' eomm�enaom) .,a155I'llmxlY.E— Jab IT— �Tmss Type Ory Ply tl/m R85361631 ONIT-15 RO6 ROOF SPECLll SUPPORT 1 1 ( ) Job0 et nre/yMpnalj Builders FirslSaace Carta Cart00bq TX-5006, 630s 262➢2E MN Ix ThU Nw1E1050392➢26 Pa 2 ID Vu&n YgWHs NHpOMmnRIJi sB7OHg3NSgPWL6 3ulT GMDoIJO JCJI NOTES 10) This imss nas Ocen ctestgoect fora tNal tlmg IDW of 300 p0 WmQ oOL=(133) P6@ gnp COLji 33) Corneal Wss to rests[ Ogg tracts along Oollom eOON firm OTN to 141"for 3000 plf roea sa.ewan,se. MiTek® p ev om° nm -N m� ,.. e s,a,�,r;.1Kr=� Jab Tn .� �J. Type UNIT-15 N/III AA007 Ja kClnutl Bnlltles Firslsaaee(Cenu ,Tx), Caromm Tx - Soo6, 14-12 3112 1 .= City P R85361632 1 1 j Job Reference/p.�Is0iA5, Ix Thu Nw 141450.402➢24 Page 1 630s 262024MD ID:VuMn YgMHs NHpBMmnR7RI sB7OHg3NSgPgnL6 3ulT GMDa7J4 JC' aa # I2 a]5 12 sa@=1111 z ax4 = 3 I I \ 3x6 - v d h4 - LOADING (psi) SPRCING- 2-00 C51. GEFL. In (Jac) Weft Ud PLATES GRIP TCLL 10D.0 Plate Gip DOL 1 W TC 0 W VeMLL) -0@ 5 >999 480 MT20 24,V190 TCDL 250 Lumcer DOL 1 W BE 019 Vai(CT) ow 5 >999 240 BILL 00 Rep Str ar Ina YES WE 049 Hmz(CT) 000 4 n2 ma BCDL 100 Come IRC2021frP12014 Matal WIM(LL) Gal 5 >999 240 WeJgM 38 to FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w4SPS5 TOPCHORD ShucN2l wood sheathing directly applied. except end vemlrals BOTCHORD 2x4SP165DF15Em2x4SPNo1m2WSPSS BOTCHORO Rlgltl telling directly applied. WEBS 2x4 Sp No REACTIONS. (size) 6=1,ecbama1, 4-0. Max No. 6= B(LG 9) Max Uplift 6=55(LC 8). 4---mr(LC 9) Max Gary 6=8]8(LC 1), "78(LC 1) FORCES. (M) - Max Cmr,,,p tTen- All Micas 250 But or less except wlren sbmm. TOPCHORD 1E—&45202, 1-2-88)280, 34-314M20 BOTCHORD 4b 42APQ WEM 15-351110O, 2S-V[Bc30, 24-102WM7 NOTES- 1) Aft it ASCE 7-16, Vu11=1 Meoph (3,aoAd gist)smSCD Vaimm. TL=6 0psf, BCDL=6 � Opsr, h0n; B=45$ L=40ft; eavct5ft, Cal. IL Exp C, EndoseR, MWFRS purrournaO aid C Comer(3)zone; cantilever left and ran exposeb; end vertical left and Firm expov.V;CL Mr memhxs add tortes 8 MWFRS Mr reactions snows, Lumlmr DOL=1 GO plate gdp DOL=160 2) Prwie adequate manage M prevent vaMr pondmg. 3) This Wss has Caen desgnem Mr a 100 per Whom card live loam nonwncunent with any other lure e Jam_ 4)•Tins Imss has teen designed for a no, lead of 20 Dpst on the bottom chmm In all areas where a rectangle 3 tall by 2-0 vide WR In national trainman rand add am oHm members_ 5) Refer M guider(s) Mr Bass to buss connections. 6) Panama mechanical connection (by offers) of truss M nearing plate capable of wthstaMnng 5511, upon a joint and 57 0 uplift a[ 1DIda T) Thin buss design regdres Nat a minimum m 7116" structural woW sheathing he applied directly M the Mp chmm and 12" gypsum shcebr ck the applied the" to Me Whom Union ySPS� F'r4 11 MARCOS A. HER.... ............................ 113878 COR F-12513 November 15,2024 MiTek® Jab vss �Tvss Tyra, UNIT Sol R-asi aal SuIMem Firslsaxee(C-M ,Tx), Carman,Tx- 5006, 2-5 t0 2-S t0 .4- 2 1 8 pry Ply j R85361633 3 1 Job Reference/p.�11s0iA5, Ix Thu. -la 145P48211 Pagel 638s 262824 MR ID:Vumv YgWHs NHVBMms 7Fi sB7OHg3NSgPWL6 3ulT GMDo7J4 JCs! b7-i2 &68 438 025FIT 5xq= 5®@=t1]5 2xa II Ma II T 4 5 Lfi = ] fi .1. = EP N7 2 PSa b7-12 b7-12 LOADING (psi) SPRCING- 2-DO CST. OEFL. n poi Weft W PLATES GRIP TCLL 100.0 P6te Gip DOL 1DD Trip 041 VCdBT) TIM ] >999 480 MT20 2441190 TCDL 250 Lumber DOL 100 BC 023 Vat(CT) TO ] >99 240 BOLL oo' Rep Strgs ln0 YES WE o45 HooB;T) 00 6 Na am BCDL 100 Code IRC202VFPIM14 MMMxAS Wini Go ] >999 240 Weight 53 to FT-2 LUMBER- BRACING- TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2w1 SIP 55 TOPCHORD Srommal wood sheathing directly applied. except end vedlcals BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 co 2W SP SS BOT CHORD gold ceiling directly applied. WEBS 2x45P No.3 REACTIONS. (size) 8=MeclNnrcal, GAdedharyal Max Max S aNLC 9) Max UPIR 8=-00(LC 8). 6=]3(LC 9) Max Gray 8=1215(LC 1).6=1215(LC 1) FORCES. pq-Max Com,i Teo- All Mines 250 di or less except wMen drown. TOPCHORD 1d 2M 01, 23=13831378, 3-0 138]/385 BOT CHORD ]38811031, 6]=216/599 WEBS 2�132&4142-]=11]l4]5, 3-]=]51261, 47=2651955, 4{ 12851425 NOTES 1)unM.r dflN ba65I beencroskler mrm6de n. 2) W W ASCE ]-16; w8 115mph (15 gust) Vasd lmph. TCDL=6 Dpg, BCDL=6opsf, M1-�f' k BA5fl L= , eav 5H. Cat IL Exp C. Endosed,, MWFRS phrorrom add c Comer(3)zone; carbleverled and right exposed , end veNcel left and' Mat exryi mor membea and forces 8 MWTRS for reactions shown, Lumber D01=160 plate grip Di 60 3) ProvMe adequate d2iwge to prevent rater pondeg 4)The truss has ern designed for a 100 psf WHOM droN live load announcement with any other Irve bads_ 5) -This ones has been designed her Ee'red of 20 (hof on the Cotbm cM1md in a0 areas wM e a rectangle 3b0 tau by 2-DO vide will Fri beMmen Me NBom could and am, DtBa members_ 6)Roder to gode(s) imWss to tmss concecboas ]) Provide mechanical connection (by comes) of Mass to beading plate capable W withstanding 70 lb upod at jolts 8 and]3 to uplift A .......... johni 8) Trot Wss des, requires oat a minimum N]/i6"structural wood sheathing be applied d8etlly lathe top chard and i2"gypsum p• sheelsock be applied my" to the Wtom choN / /MARCOS A. HERNANDEZ% �...... - .38.7- .....:... 1...•. 3878 :... 1 1 COR F-12513 November 15,2024 ,wA fi w nft n.�metrma4n��Tesa. res ah Lnneannexnaene.eeP.fie.,.,,m., ,aaanensE, �aro MiTek® umw a',yym„s .wend 9ueance rega title �� u msH ouaiy'cn amtiwnalwm'ePhmtmwl anJaeslm, mpeomponem5areyhmonmfion �pue rmmve s4oM�ehauMog compvhenh pamu �Ore+.' eomm�enaom) yts]ss3nllunews— Jab ITn .� Roo TYpe UNIT-15 N/0m02 ROOF SPECbll SUPPORT Mildere Hrelsedree(car. . Ceremmn,Tx- sods, 8Ad 8-0d an FiT pry P R8536163d 1 1 Job Reference/pgpnalj Ix Thu Nw 141450.412➢24 Page 1 630s 262➢24 MR ID VuBm YgWHs NHpOMmM7FI sB7OHg3NSgPWL6 3ulT GMD.IJ4 JC'/1 438 139 ua II 2x4 II 2 3 4xs= a 12 11 al 9 Me. 11 6xs= a. II r.xi LOADING (psi) SPACING- 2-0 C51. GEFL. In pbc) VdeB Ud PLAIES GRIP TCLL 1000 P61e Go, DOL 1 W TO 049 VChLL) Na - Na 999 MT20 2"UM TCDL 250 Lumber DOL 1 TO SO It12 VCmCT) pa, - Na 999 BOLL 00' Rep Stru Ina NO WE 061 Haz(CT) -0.W 9 Na Na BCDL Joe Code IR=VTP12014 MatrkS Weld: 54lb FT=20% LUMBER- BRACING- TOPCHORD 2z4SP1650F1.5Eor2x4SPNo1w2WSPSS TOP CHORD Structural wootl shoaNing dlredly applied w 6 oc purllns, BOTCHORD 2x4SP1650F15Ew2x4SP Not w2WSPSS except eM veNcels. WEBS 2x4SPNo3 BOTCHORD Rigid telling directly applied or 6 0«Mating_ OTHERS 2x4 SP No 3 REACl1ONS. All bearings 93A (Ib)- M.H. 1Y84(LC9) Max Up]M All upBft too lb or less a ands)except 12 1155(LC 27). =1083(LC 30), 8=1096(LC 27). 9=1209(LC W0 10=120a(LC 21),11=1136(LC M) Max G2v ABreacllom2501borks at)DIM(s)excepl12=1203(LCM).2lM3(LC31),8=1201(LCb). 9=1334(LC 31),10=1311(LC 34),11=1255(LC 31) FORCES. (o)- Max Court, Adds. Tn.- All orti525D Va or lcss except wlren sbwm. TOP CHORD 112 I21111151, 1- IDKV1 Mg. 2-3—t8&492, 3-0 1 02411012, 4 20/414, 5b MCIAA36, 6- 10W 59M6 BOTCHORD 11-12=6B6'610,10-11=540/498,9-1D-812O69,&�425, 7J5�2 WEBS SS 831139, 4 o—ti41217, 110=1301/1291, 2-11=-530/201, 1-11=152611573, 3-9=166811703, 68=-120611177 NOTES- 1 ) Unbalnced rrorlNe bads lave been cnsdered for ME resod 2) Who: ASCE 1`6 Vutt=115mpb (&second post) VasdSimph. TCDL=6 opsE, ROD OpalL, d,301, B=45ft, L=MIR, eavC,2o Cat. IL Expo Enclosed. MWFRS(ducclonia and C-C Cwner(3)zone; candleverled mN right exposed, end verial eft add ght exposed,C-C or members add forces & MWFRS or reaclons they, Lumber DO1=1 SO poo grip DOL=1.6o OF �,<,pS.F•• 3)Tmss desg V howled badsmoepineoroe Vussnry_ ForMWseg setltowod(mrmaltooer«e),seeS Mallodusby ... 4 Gabe EM Oetal6 as apply ble, wconsu0 quall d bwMing tleslgneras p ANSIRPI 1. GD. • S �, 4) Provoe adequate durnzge opreveart rater Pondbg / A 5) Gabe regmres Fon8nwus b .Find beam,, 6) Tmss tocehayshea F00m one fare ors«very b2ced against eteral movement (teal®gonal web). /.M•••••••................DEZ 2 azz33«. /MARCOS A. HER..... 8) TheCabledsodsep«M 8)Th6WssBas,ha Vman desonMtwa 10s g1dof Wordnteload with offer ebatls. ••••;••••••••••••••••••••••;•••• 20 benonco«mrem bra We othrP200psf on the, Wlldm chord In aN areas wTerear«Ungk 3bO dt by 2-DO vnde 9)'Tms imharen 0. efforn Chord er humnoters / .� 11.38 %a (�1P </CENSE�: 10)Pmvoem«dneiimnn«own(byotheB)of stotteanngplateayebleofwlll ndingll551bupMatl01M12,1083oupiM at,o,M7. 1096In uW adjoin 8, 120911, uplift at pant StI0 o uplift at Mint iD and 1136 to uplift at pint 11 11) This does has been Oesoned lwatooltlag load of 300 pit Wmdco DOL=(133)PN@gnp DOL-{133)Cml ttmss to ResResods ding bads along hatldle chord imm TO to 93E or 3000 PIT COR F-12513 November 15,2024 Aw4 G V" 19nP—IRs,naREAD NO,ESONHISAaD�LDDeD.nexREFERENCERACE .,.,,m.,dAER3 F EaE, �aro Mill no traog a 9ueance rega title �� m%vmn> u mw .s msH 0uaiy'en amtiwnalwm'.Ptrnwgl an4aeslm,R,g Componem SxRulmmmxfion m�m¢tlefimmMSnoM�elauMog component pamu �Ore+.' eomm�enaom) .,a zss3A umou.s— Jab Tn « UNIT-15 N/III BmX01 Buiers ldBeff ce(Cana,TX), �4 �Tass assType Flat GrtJx CanoBoq TX- 5006, tAi Ili \I� I1 P R85361635 1 1 Job Reterence/pgpnalj Ix Thu Nw 141450.412➢24 Page 1 630s 262➢24 MD IB:VUBmdrGYgWHU(c6NNysBXBSMTFIC'MSBTOHg3N3gPgnL8w3uIT1(bGKNSCBaIJ4zJCW b119 1-8-0 ' 3 fi �i 5®n!=1.136 ,A-0 31-1 1„E ,A] 1-G„ IA-] Plate Offsets lX Yl- 0380-0-12I IT-40441 LOADING (psi) SP...N.- 2-0 C51. GEFL. In (land Vdeft t/0 PLATES GRIP TCLL 1000 P6m Grip DOL 1 W TO 014 Ved(LL) C 6 >9YJ 480 MT20 244/190 TCDL 250 Lumber DOL 1 W BC a. VSMCT) -002 6 >993 24. BCLL 00' Rep SImss Ina NO WE 073 H m(CT) 000 5 Na Na BCDIL 100 Code IR=VTP12014 Madd, MP WIM(LL) 000 T >999 240 Word 37 lb FT-2 LUMBER- BRACING - TOP CHORD 2 4 SP 165OF 15E Dr2x4 SP No 1 w2W SP SS TOP CHORD 2L C WN -0Crilns[ 14,, except end vecals BOTCHORD 2x6SP2400F20E 0r 2n6SP DSS0r2x6SPM31 BOTCHORD Rgldcellingdlreayapplledor101100c Mxing WEBS 2x4 SP No 3'Ev¢pr IN 2,a SP2400F20Eor x SPDSS,a2x6SPM31 REACTIONS. hallo) 8=058, 5=MaLaNcal Max Boaz MLC 4) Max upM 8=105(LC 4). i--te3UC 5) '. Cray 8=139$LC 1), 52496(LC 1) FORCES. (Ib)-Max. Comp Mlax Ten - All ana, 250(M) or less except when smman TOP CHORD i�i34]fl N, U2=98N88,2i219/101 HOT CHORD 6]=t05/9865b=109/1219 WEBS 4-7=12W1535, 2-7--fA61702s=40K]53, 3{ 7655$35=-18MIT43 MOTES- 1) W it ASCE 7-16, Vult=lt5mph (3-second post) VasdSimph; TCD1=6 0psf, BCDL=6 Opsf, h�OflMIR eavc= ; B=4511, L=50, Cat II; Exp C; Enclosed. MWFRS diffeadmag, ca blevef left and nghle ,pled, and WHs d kftana ngMexpoud; Lumber 301-160 plate grip DOL=1 SO 2) PmvMe adequate dmnege In prevent wain ter p ping 3) The boss has been desgned for a 100 pat Whom card gme load nommomvnenl with any other Irve bads. 4) 'This Was hasKn designed for a Ne bad of 200p9 on the CotWm child In all areas xTere a rectangle 3b0 tall by 2{ wide wR M between Me N(hOm chord and any olhrr members_ 5) Ruder M glyder(s) for Boss W lmss mnnecause, 6) PmvMe me lhanzal connx9on (by China) of truss W L dog plate capable NvnlhshaMmg 1051N upMl at pint and 183 to uplift at 1mm5 7) Gaphlral puda representation does not depot the we Or the Orientation of Me puffin n song the top and/or COtloand 8) Han odds) orother mmmchbn devlce)s) shall Ne pmvltled sulhcent to sup,r d concentrated bads) 7811N down and 721n up al 20 12, and 787 D down and 701n up al 4812, add 10821n down and 78 W up at 4-112 on Mtlom cWN. The desgNseleolum a su nconnector dewe(s)Is ire re,mfdldy or ONas 9) In the LOAD CASES) section, loads applied to Me face of the Boss are must as fount (F) or hark NN LOAOCASE(S) Standard 1) Dead +Roof Two pbe6nced) Luminalnrrease=i 00, Plate Inaease,l 00 Uniform Leads, (put Vet 1d=250 s8- 20 Con rmaled loads ad Ved. 9=-784m) i0=1869(F=-1082, B=78T) r F PtE OF TF�>t11. t. ' ARWOS A. HERNANDEZ: ....;.....113878 ....;...� /CENSE�.G;a4ii COR F-12513 November 15,2024 Mill Jab Tn« Type Dry PIy R85361636 UNIT-15 BX03 �Tvss FIAT 1 9 Builders Hrsl-m.(Carta N/m ,TX), CanoCbn, TX-5006, J Job Reterence[p Ij Bl' 630s 262➢24 MReKiKdLsOiAS Ix ThU Nw 141450.422➢24 Pagel IT Vu&ndrGYgWHs NHVBMmS 7TIC'MsB7OHg3NSgPWL6 3ulT GMDo7J4 JCW 2-]-0 4IRS L.]-]H 31612 12-5A 2-]-0 2-3d 1-68 1.2-3-0 2612 ..—I22D 2x4 II ye. .= an_ 2x4 II v-�]x8 = � 2 ry57l 3 � 0 5 fi 1a 12 11 15 1B 1s N n 13 1.1. TIS14 1.16= 1.16= L10 Mt89HSg PLY-L"LY CONNECTION REQUIRES THATAN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED M NOTES FACE MOUNT HANGER SHALL BE ATTACHED WITH AMINIMUM OF 0 LIBl T NAILS PER HANGER MANUFACTURER SPEUITCATIONS. 2-]-0 41. 77A 31612 2 2-3A 2-US 2-N LOFOING gee, SPACING- 2T U Bad TCLL J.D. P6te Gnp OOL 1 OR TC 045 TCDL 250 Lumber DOL 1 OR BC 092 BCLL 00Rep Gtru Ina NO WE 0ED BCDL 100 Code IRC2021RP12014 Mate, MS LUMBER- TOPCHORD 2x6 SP 240OF 2 BE or2w6 SP DES m2x6 SP M 31 BOTCHORD 2x6 SP 24WF 2 BE o= SP PER or 2x6 SP M 31 WEBS 2x4 BF 240OF 2 BE or 2M SP 240OF 2 BE or 2x4 SP ORR'Excepl' 1-13] B 2x5 SP 2400F 2 BE or 2x6 SP ORR in 26 SP M 31 ""11,5-10,6-Y 2M SP 1650F 15 or h45P No t or 2x4 SP 55 4-110-10. 2x4 SP No REA(EONS. (sire) 13-0.5 8=068 Me, IT 13=6gLC 21) Met Gray 13=13403(LC H, 8=133T (LC 1) FORCES. (10)-Ma, Cora laxTen.- All ems Ten RM or Less except Mon shown TOP CHORD 1 13=11246N, 1-2=14295N, 2�14295U, 3d=24049N, 4�24262]0, 5T-14959N, 6-]=1495900,741-118894) BOTCHORD 12-13=12814,11-12024049, 10t 1-MQKC6 TM-CCE262, 8- 12 WEBS 1-021H]086,2-02�]2N40,3-02=-t2492N, 11t=000M,4-11�/it]9, 4-10=11311394 5l0-0 16,✓9=1195 ,6-o—�98220, 7-9 Wl49. OR= h10 MU. II 121S .2 GEFL. n "' VUeO 1/0 PLAIES GRIP Vedl -012 1-11 >9Yl -a MT20 22W193 VEL(CT) -019 10.11 >F3 24. Mi8PH5 ==n MERCT) 005 8 Na Na WIM(LL) 00210T11 >999 240 Weg111: 2781b FT-2 BRACIBG- TOP CHORD 2L-0CC Mns(6DO max) i-], except Elbe vedkals HOTCHORD Rgld ceiling directly applied or l To oc Mxing NOTES 1) Wa 2) its 3) 3 My truss to be Connected together BUD l W IS 131 NY) nails as tolbws_ Tap chords Connected as all. 2x6-2 may, staggered D ITS D C,. Morgan Chords netl mned as (allowdays s staggered D-TO D0 no M, connected as manses : 2x4-1 new at o-9 0 ME, Except member 2-12Zvi -2 news staggered at 0 TO oc, member ltl 9M -2 news sniggered al"0 to. member S10 2x4-2 news staggered at M4-0 oc 4)AYk dsarewnsMeredegmil appidmallpll.exceptgmmdas0oM(F)orbak(B)acemAle LOAMCASE(s)Becton. Pym pry cOlmec9a5 have been pmNded to disMWe only loads noted as (T) or BE). unless oglelwSe Indicated 5) Wad ASCE 7-16, VulQmpb (1seCCnd gus) Vosd- impb; TCML=6 opsT, BCM Opst. h Wk 5=45$ L=41g; cave M. CRT M; Fxp C. Elide , MWFRS (dlrecdon er cangleyer left and dgbt ex(ased; end veltlal leg and DEBT exposed; Lumber MOL=t-GO Plate gnp DOL=1 OR 6) Pmvlde adequate Manage m prempa vent Mer amg. ]) Art poles are MT20 platss unless ogrelwse indicated- g) Tb5 Loss has been designed mr a 100 pet bogom clean Bve load normuncurdent with any EARS, here ads. 9)' Thlsgusshaslrendesg VmralN dor20Apstoniheb mOl inaAareasx reare ngle Db gby200vnde will At between me botmm chard and am raw, members. 1M) G2phbal pudln represenoWn aces nN dep 1 Me dBe or me orematen Erthe pudln along me lop armor bWbm tlwM. rj�ngnnnn - nvn=I / AeA ytP.. x4sh MARCOS A. HERNANDE2: ....;.....113878 V. ....;...� 1IlitS10 ��CENSE�.G;a4ii COR F-12513 November 15,2024 MiTek® Jab ITn« �Tmss Type Ory IPIy N/B KI 9 R85361636 ONIT-15 BX03 FIAT 1 J Job Re�erence[p�1p Ij OuiWers FlmiS—(Caro ,TX), CanoObn, TX-5006, 6Ms 26ID2E MReKiKd150VS,Ix ThU Nw 1E 1050.022➢26 Paget ID VUBmd YgWHs NHysBM-S 7 ICMSB7OHg3N5gP,L6 3ulT GMD.IJ0 JCW NOTES 11) Hangerpd or oNer connotbon deVlce(s) shai be pmvAed sulflcleni to suppout concenMrb bad(s) (159In dawn at C-l", 1911 Ib down and 122In up al 0.t0.6, 655In dawn at 2-1 Bd, 19M lb comma and 1261b up at 2-104,19%N doom and t261b up at 41", 0660Ib down at 4-108, 1195 b down and 90In up a[ F1", 19M lb doom and 126In up at &10 4. 3073In davo add 180In up al 7 7] 8, 1195 In down and 90 A up at &10d, 19M In doxn and 1261b up at &10-0, and 1195 W doom and 90lbupat 10.10-0,and1938I1,W naM126bupal 10-10donbottom Mort ThedegWN k on Nsuchconnetllon Cevrce(s)Isi msponsNlldyofo8 m LOAD CASE(S) Standard 1) Oead+ Roof Llve(laalanced). Wmber lnvease=100, Plate In0ea5 l W London LOMs Urn) Vert: 1- 50, 813=-20 Concentraled Loads pb7 Vert:12=2233(F=295, B-19 8)11�598(F--0 , B=1938)10=-3W3(B)14 22 (F=-2M. B 1901)15- 3133(F=-1195,B-19M)16�133(F=1195, 8=-1938)17-3133(F=-1195 B=19M) n" ear is ra-.e �wan,se. MiTek® tr.�m�1 p om°p�enm -R 'aaaal s,a1� I'llIhulK.=— Jab Tn .� �Tvss Type Dry PIy N/m 8l' R8536163] ONIT-15 BXO4 FIAT 1 4 Job ReterencGlp ) Builders FlrslSaace(Carta ,TX), Patrol TX-5006, 630s 26ID24 MRei RdLsO�F's Ix ThU Nw 141450.432➢24 Pagel ID:VuBv YgMHs NHpOMmnRlJM sBTOHg3NSgPWL8w3ulT GNW5C8m]J4lC'/I 3H-L 12d 10.7-10 141. 1S18W 1]-8-12 19610 0Ra 3H-14 35fi 33fi 3-5-6 1A14 1-9-14 1-414 11-6 ®@=13d h4 58 - GS v 3xI - hI 5x6 = 4x6 7xl0 = 3x4 8- j 13T Im 25zI m19 3 � Q 4 Isz rs21 205fl 2y iT 1fi 15 21 @ 23 14 24 13 25 122fi 2T 11 OR .10 = 5x12 MDoMR= - 7AR 6x0= 4x8= se. = PLY-T6PLY CONNECTION REQUIRES THAT M APPROVEO FACE MOUNT HANGER (SPECIFIED BY OTHERS) 13 REQUIRED FOR LOADS REPORTED m NOTES EACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0148X S NAILS PER RANGER ]a14 ]-2i 10-F10 tale 17a-12 21A 3814 33fi 3Ro 3 6 }]-12 Till LOADING gee, SPACING- 2-0U C51. TCLL 1M. Pate Gnp DOL 1 W TOO55 TOOL 250 camber OOL P. BC I. BOLL 0 0 ' Rep stru InO NO w8 t 00 BCDL 100 Code IRC Flff 120t4 Matra: -MS LUMBER - TOP CHORD 2x65P240OF2DEor2x6SPOSSm2x65PM3t BOTCHORD 2x65P24D0F2OEor2x6SPDSS.,2 SPM31 WEBS 2x45P165OF15Em2MSPNo1,SWSPSS'Excepl' 1-t8,i0.it 2x65P2400F2DEor2x SPDSSor2x M31 2-17,3-15.4-14,&13,8 12 W SO No_3 OEFL. In (bc) VdeB Oil PLA'ES GRIP VMdLL) o17 td >Mer 488 MT20 244]193 VEF(CT) -042 14 �601 240 Mi8AH5 M6/R9 Ha](CT) 008 ii Na Na WIM(LL) 002 14 >MIR 240 Weg111: 6111b FT-2 BRACING - TOP CHORD 2TTcc,uMns(64T0max) 1-10, exceplendsertkah, BOTCHORD Rgld ceiling directly applied or 1 To 0 ec b2dng REACTONS. item) 18=0.58, 11153 Max Harz 18=]2(LC ]) Wax G. 18=1vZASLC 1), n=n816(LC i) FORCES 01H-Max. Comp RAax Ten-Allfirre5250 (Ib)orkss except wren sflowrt TOP CHORD 1-18=t013MU, t-2=166]MU, 23=284]Zb, 3-0=.M082/0, 45=33524N, 64 6�20119/0, 8-9=20M&1 1121 S718-OA 34. iSP=di66]4, 14-0Cr=0.284]2, t&14�/34M2 t2-13�/2]ID0 2. 13= OM408 HOT CHORD 1]-08=0/10643 it-0,017991. WEBS 1-1]1/9991, 2-1]�995N, 2-05=N13498, 3-15�"JTIN, &14�5l18, 4-14=2414N, 4-13=190810, 5d3-135110, 613119314, 6-1Y 10137N, 812-364T]8, 312=0(13]50, 142NJ0 NOTES- 1 CAL 2) 4yty Russ to be conmxted together with 1M IS 131 NY) nails as WIIFMS_ Top chords connected as Wilaurs_2x6- 2 cam, staggered at ITS oc. a lbConnected rPSEOF'... F\t as Raows5201 mw at PRO oc, Except member S132x4-2 rows staggered at 04D oc, member&122x4 -2 � mtis staggered at 05-0 OF AOacb TCw1jcCoam Wfts(ASTMA30T)Inme1 meat memcerwM sM al cc A 1 aAT• •• ABacb BCWcedem Wo (ASTMA307)In Necentx.f NememberwMas rsat4U0oc 3) N bads are considered egnally app!dW all plies, except 0 acted as Fort(F)or back(B) face In the LOAD CASES) somon DIM to %................................. ply connections nave been pervaded to distribute only loads noted as or IN, unless mbelwrse adloted ;MARCOS A. HERNANDEZ 4)Wind-ASCE]-i6,Vu11=1 Vanph(3-sxwld glst)VasdSimph.TCDL=6 Opsf,BCDL=6 Opsf. h43m1. B=45$ L=401; ewc=5H. Car. •••• :..................••••;•••• ,IF IL Exp C, Enclosed, MWFRS(dlrecdinag. canMever left and MIA exposed; end Vert1o11eft add MIR exposed Lumber 301=1 GO MIT 113878 ' (I1P0•�;: oequaleddmib </CENSEO 'ax4�i 5)PImv10e emprermnteaterpondelg. 11l 6) AS pates are W20 plalg unbss officesse, Indicated_ SS/ONAI"'G`� T)TIIs NssRsb ndesignedf aio0psf WRomcl Ilveloadnoncomurtentw0banyother INebads_ 8)• Thisbusshasceendesgntlfora Ev dm20Opsfmtheb mthud Ina0aoeaswMearectangle3bOaeby2-DOwde wN IS heleme i the lnMm drool mp an, otlw memcets_ non R 13 F-125 9) Load case(s)1$ 3, 4, 5, 6, ], 8, 9, 10, 11, i$13,14,15,16, R, 1B. 19, 20, 21 T2, 23, 24. 25, 26, 27, 28, 29 W, 31, 32 hasllave U LJ beenmo0lnts!. Building designer must review bads to verify that They are onectTorthe intended use ofthls Wss November 15,2024 YroviO renm_ce.M.M dlcc nM lout Poe, OT Oh...... TIME CHMM slam Ore me anNor no". MM AeM VfflR-N1wmmsrmIldREsDNITTESONTRIINeLuOLaMRESREFERENCEPAGEMT4U-F Waflemrm se. MiTek® ny traog revm a wO u _Naewrmm naeervomwTm:e CiPRy'en amtiwnalm+.'.Ptrnunl ane aesomleme eomvonem serery lmo�m�6m Made Tmmme swnmeleumog comµnenl namueum Ore+.'aeomm ) gta]ssI'll lMnewsmn Jabvss �TvssType Ory PIy 8l' R8536163] ONIT-15 8X06 FIAT 1 Job Reference/p Ij Builders Flat, -.(Cana ,TX), Cartoaon, TX-5006, 630s 262024 MReKRdLsOiAS Ix ThU Nw 141450-E32026 Paget ID VuBv YgWHs NHpOMmnR7FI sB7OHN3NSgPWL8w3ulT GKWd Dm7J4 JCW NOTES 11) Hwgel(s) or other connection m,aee(s) snail be pmvAed sufficient to suppst concentrated bads) 509 to down add n Ir up W 7-312 503Ih down and 72lb up at 881$ 655 M d. at 10812 555In Wood at 12812, L660 th down at 14 LO. 1195 th drum add 93 N up at 1" 12. add 1195 In drum and 93 lb up at 18U12, add 1195 M dawn and 93 Ib up at 20412 on boftom tlmN. The desgNseleclan of such cpnnMlon devr2(s) is Me 25 sM of others LOAD 0118E(S) Standard 1) Dead+Rmt Uw Maan[e0) Lumber IncreasPtoO, Plate lnOea5,100 Undoml Llm]s(p8) Von 11140, 510=-250, n-18=20 Concenbated Loads plot Vent 13=46 Nn21-509UU22-51MM)23=-295NN24=295(B)25=1195(B)26-1 195pn 2]=1195(B) 2) Dead + 0 75 Rla oo1 L.Manced)+Attic Hoar Lumber lnemase=l Oo, Plate ln�W ciessi Uni m n Loads (pet) Vert 1b 90. ✓10=-2W, 11-18=-20 Concemrided Loads plot Vert 13-1202UU21-t11(B)22-411M)23=565UU 244kifdB) 2S 970NN 26=97DUN 2] 0(Bt 3) Dead+unlnhalMalNe AM, ""Mort Storage Lumber Increase=125, Pan, lrcrease-125 Ud0oml Loan (pll) vent 15 54O &10=-W,11-0e-10 Concemated toads plot Vert13=2930(B)21=136(8)22=-136p3)25=-3 pn 26=(165(B) 27965(B) 4) Dead+0 6 MWFRS Wind (Pas_ Internal) Lei Lumber Iocrenae=1 W Pate Incease=160 Un0oml Loa] UM) Vert 15 6q S2R .1O20,T], 11-18=12 H.1 18=17, 10-11=21 Colmenhal� Loads plot Vent 1 3=2413(B) 21E (B)2Z�WEU 25=85(B)26=85UN 27-MUN 5) Dead +06 MWFRS Wind (Pas Internal) Right Lumber Ixrease-I W. Plate lnerease=160 Unironn Loads UM) Vert 1-19-173, &19 -464, 5-10=26, 1118=12 Herz 1 18=21, 10-11=17 Concenbalbsl Loads pb) Von 13=2413pn 21�(B)22 Un 25=85(B)26=85NU 27--85(B) 6) Dead +06 MWFRS Wind (N g. Inman Left Lumber IMrease-I 60, Plate Inoea e,l 60 Ungorm Loans (pin Vert: 15-ti`41, 5-10=-51,11-18=20 Hoer 1-18-29, $8 nc11= Concentrated Loans plot Vert 134M5(B)21= (B)22=72(B)2Fc (B)26-93(B)27l3(B) T) Dead+o 6 MWFRS Wmd (Neg. Internal) Rght Lumber Incease=160. Pate liarease=led Un0oml Loans (pin Vert: 1�1, 510=-51, 11-18=-20 Haz 1-18-8,10-11=29 C neemated toads plot Vert 13=,105UU 21= Nn2 n(B)25=93(8)26-93NU 27YJ(Bt 8) Dead +0 6 MWFRS Wind (Pas_ Internal) lst Parallel Lumber Inerease=160 Pate Increase -I 60 random Loans UM, Vert 15 66, 5-11= 4,11-18=12 Hai 1-18=26. 10-11=26 ,mieto8alec! leamrs(M) Vent 13=2413(B)21E (B)2Z�WB)25=85(B)26=85(B)27�(B) 9) Dead+06 MWFRS Wind (Poo Internal) rand Parallel Lumber Increase=160, Plan, locumse=160 Un0 um Loads UM) Vert`b ML 5l D=1011-18-12 Hai 1 18=26, 10-1146 Concentrated! Loads Md Von 13=2413(B) 21� (B) 22 N )25=85(B)26=85NU 27-E5(B) 10) Lead +06 MWFRS Wind (Neg. Internal) 1st Lumber Lumber Increase=l W, Plate Increase=1 60 Undarm Leads M Ved 1 5- 541, 510=51, 11-18=-20 Ho¢1-18=14, 10.11=14 CrnmNated Loads pin Vert .13=24OrdB)21=T2du 22=72NU 2s=93N 1 93(B)2]=93(8) 11)Lead +06 MWFRS Wind! (Net, Internal) 2n0 Parallel Lumber Inereast lW, Pate lmrease-I 60 Uniform Loan (an Vert: 1� 511, 510 L 11-18=20 Horz 1-18=14,10.11=14 concenvan,o Loadsplo) VerL 13-24B5(B) 21=]2(B)22=]2QU 25=93U t2 MUU 27=93(B) 12) Dead_ Lumber Increa5e,0.9O Pate Mcrease=0 91) PR medlC) 9p Undarm Leads (pin Ve L 1� o ro, S10=sO 11-18-20 C ombmted Loads(Ib) Vert: 13=2827p))21-117UN2 117 N23=-655NU 24-655pU 25= 295NU 2 295UU 27-295NN 13) Lead +075 Rwf Love Ma) + 0]5(06 MWFRS WInd!(Neg. lint) Left) Waller aCrease=160. Plate m4eass=1 W �ono,ian �� nvnc a AlaARNING roea saos-.ewan,se. MiTek® ev�o's,lbm ,imss,e 1-H d,a]5511111 neKa=� Jabvss Type Ory IPIy R8536163] UNIT-15 BX06 �Tvss FIAT 1 4 Builders Firsl3aace (Carta ,TX), Cartoaon, TX-5006, Job Reterence/p�1p Ij KI 630s 26202E MReKiKd 150iAS,Ix ThU Nav 1E 1050-E32026 P.,3 U)V.Bm Y9WHs NHysBM-m 7FILMSB7OHg3NStP,L8w3ulT GKWd D.7JE JCW LOAO D"Mill) Standar0 Undmm LMtls (p0) VM 1 5=E91510=-201, 1118=20 Ho¢ 1-18=22, 10-11E CrncenbatM Lmtls Ub) Ven.13=2Ea5(B)21-471122-47NU 25-r](!Bd 6 4](B)2]=E](B) 1E) Dead 10 75 Rw(Lrve (Cad)+0 75M 6 MWFRS Wind (Net. Im) Rghd Lumber InCU,R,160, Plate Increase=l DO Ummrm Loads UAU Vert 15=d91.`✓10=-20111-16=20 Horz 1-18�, 10.11=22 ConceMafM LoadC ding Vert 13=-2E05(B)21-07(B) 2Y47NU 25=E7(B) aA7U) 2]-0](B) 15) Oead+0 75 RmiLN, NaL)+0 ]5(0.6 MWFRS Wind(Net. lm) VA Patallen Lumlaer Increase=160 Plate lnoeaac=160 FORM LMtls(gU VFRL 1�Z91. ✓10=-20111-18-20 Hoa 1-18=1110.11=n CCncentrated Loads did Vert 13= ,!M B) 21--E7(B) 2Y-E](B72S=E](B) 26-a](B) 2]=E](B) 16) Bead F 0 75 Rcat FNe dal) +0 75M 6 MWFRS Wind (Net Intl2nd Patallet: Lumcer Increase-1 W. Plate Inuease=t 60 Undmm LC305 (pit) VM. 1�494510=201, 11-08=20 Hmz 118=11, 10.11=11 Concentrated FMR1R db) Vent 13=2E05UU 21=47(B)22--E7(B)2S 7(B7ffi 47(13)27=47(B) 1])Odd+06MWFRSWMd Min LMLumlM,r1m -160,Plate Increase=160 Unarm Leads (pi) VM 15=-5()2,5-10=1211-18=-12 HOIz 1-18=16 Gonrentated Loads pb) Vert 13=2E13(B)21=52(B)22--52(B)2S 7(!Bd 6 57(B)27=57(B) 18) Dead +06 MWFRS Wind Mon RUM Lumber lnoea,16O Plate n,Mase,160 Umtorm Loads (PH) Vert 1 5- 502, 5-10-1211-18=-12 Horz 10-11=16 CmceMrafetl Loans (Ib) VerL 13=2E13(8121=52dd 22=52QU 25b7(B)21c57UU 2 57(B) 19) Reversal. Dead +06 MWFRS Wind (Poi Inlemal) Lett Lumber Inoue=160, Plate Increase=160 Unarm LMds (pill VFRL 1�-E6E, 52026, 10.20=17, 11-1 B=12 Horz 118=17, 10.1141 Concentrated Loads Ub) Vert 13=2985(B) 21=152(B)2 152QU 25 20UN 26=320(B)2 320(B) 20)Reversal Lead! +06 MWFRSN d(Pos-Intennal) RUM LudderImrease=1 W. Plate Inoease=t 60 Undmm Loatls (qt VM.1-19=-073, 519=46E, 510=2 .11 18=12 Horz 1-18=-2110-It- 17 cenremrered Loads pba Vert 13=2985(B)21- 152(B) 22=152(B) 25 20NP 26-d (B)2]-320(B) 21) Revasat Dead +06 MWFRS Mind (N g IMemad Left WmL Increase=160. Plate Increae=160 Uniform LMtls (qp VM iS Ml, 540-51, 11-1B=-20 HOIz 1-18=2% 10-11-8 CrnrsNated Lmds (lb) Vert l3 29T(B)21=1EE(8)22--1EE(B)25 12(B)26 312(B)2]=312(6) ZU Revcvsal Lend! +06 MWFRS Wind (NeI} b0emal) RUM Lumber Increase=160. Plate Iincrease,i W unttorm Loads (pit) Vert 1� 511 `✓10=.5111-18- 20 Horz oansdi 10.11=29 CmcemVerL 13-2 Ib) VDead=29T]1WRS-0ind(P lit"NUental 25�12(B)26=3t2(B)2]=-312(B) 23) Reversal. Dead+06 MWFRS Wind (Poi Inlemal) ist Pa211e1 Llunber Increase=160, Plate Increase=t60 Unarm LMtls UAU VFRL 11-E66, 11111-26 -i8=12 Holz and=26,10.fl=26 concentrated 13w pb) Vert 13=29851WRS 152(B)2Y--052(B)25dP2rallel=mider1 TI=-320(B) 2E) Reversal Dead+06 MWFRS Wind (Pos- Intertvl) 3rltl ParNl%. Lumberinorvase=160. Plate Increase-1 DMorm (p1 VFM 1) 1 VM.8-265-011-26 -18=-02 Horz 1-08=ding t=26 c0nremVert Loadspb) Vert d=29&5(B)RSAb ((Ne, Internal) PERIM Pud20(B)2] ale-16) 25) Unif. L Deal+06 MWFRS Wind (N g IMemal)151 Parallel Lumber Increase=160, Plate Increase=160 Unarm (pI vFM l) VM 1 5=-5E1,5-00,5111B= -i-20 Ho¢1-18=tE,10.it=1E Jab vss �TvssType 1 IPIy KI R8536163] UNIT-15 BX04 FIAT 1 4 Job Reference/p�1p Ij Builders Firsl3wace (Cart ,TX), Cartoaon, TX-5006, 630s 262024 MReKiKd 150iAS,Ix ThU Nav 141450-E32024 P.,4 ID V.Bv Y9WHs NHysBM-s 7FILMSB7OHg3NS9P,L8w3ulT GMD.IJ4JC]I LOAD CAM(S) Slundard C.nin4tM Lwds Ub) VM 13=9AtB)21=-144(B)2 l"(B)25 12(B)26=312(B)2] 312(B) 26) Reversal Oea]+O6 MWFRS Wind (N y. IMeman 2M P Ilel: Wmbel lm..mase=160, Plate Incrwse=160 UnRmm Loans (PH) Wil 1 5- Ml, 51�1,11-18-20 Ho¢ 118-14,10.11=14 CwceM2ted Lwds Ub) Ved:13=29n(B)21- 144(B) 2Y 144(B) 25 12UU 26�12(B)2] 312UU 2]) Reversal Beal+07 5 Rwf Irve (bal )+0 ]5d) 6 MWFRS Wnd (" IM) Lad) Lumber Inuw l 60, PlI Increase=l M OMlmm Loads (p0) Veit 1S=b91, 5-10=201, 111 B=20 Holz 1-18=�.10.11E conceimareo Loads Ub) Veit 13�971 W)21-3 M)2Y� UU 25 814(B) 26-814UU 27-814UU 28) Reversal Dead! +075 Rwt tie (bar)+0 ]5(06 MWFRS Wnd (Neg IM) RgM) Lumber Increase=l W, Plate Incre ,l 60 Unarm Loads (PU Ved- 1 5=i91, 5 li = 201, 1148=20 Hoic 1-1" ln`ll 2 Cweimated Lwds Ub) VM 13�9]1(B)21- 5 )2r� (B)2. 14(B)26�14(B)2r814(B) 29)Rev al. Beal+G75RIMt (bal)+075(G6MWFRSWnd(Ne9 IM)WPaallelJ Lumber Increase=160,Plateh¢rease=160 Unrtmm Lwn (pn) Ved 1-5=b 1, 5-10=201, 11-18=20 Holz 1-1E=1i, ItIl-11 ca nb,ated Lwds Ub) VM 13�9]1B)21=-358(B)2r BB)21 14UU 26=E14UN 2] 814(B) 30)Revttsal Oea]+0]5RIMIry(bal)+0]5(06MWFRSWind(Neg.IM)2nd Paallel)_LumberIzmase=160,Plate Increase=1W Unawm Lwds (pp Ved.15-i 1, 510 201, 1118=20 Ho¢118=11, 10.11=11 CwceMatetl Lwds Ub) Ved: 13=-.9971(B)21-3WB)2Y� B)25 14B)26�14(B)2]=-014(B) 31)Revttsal Beal+ 06 MWFRS Wnd Min. Let Lumber Inoeas l60, Plate Increase=160 OMfmm Loads (pll) Ved: i 5-- , 5-10=1211-10=-12 Holz 1-18=16 conreimateo Loads Ub) Vet 13-2929(B= )2140NU2 140B)25 292(B)26=2WUU 2]=ZLUU 32) Reversal Dead! +06 MW RS Wind Min Right Wml r Increase=160. Plane Increase=160 Unmm Loads (qp VeR 1-5-- ,5-10 1z 11-10=-12 Holz 10-11-16 Cwreinrmed Lwds Ub) VaU 13-2929(B)21- 14000 2Y 14000 2=292NU 264WB) 2Y- (B) At -,I, � dimm �wan,se. MiTek® tr.�m�t ev om° e nm t-re .1a7�11111 eKn=� Jabvss �Tvss TyW Dry PIy 8l' 9 R85361638 UNIT-15 SXWB FIAT 1 J Job ReferencGlq ) Builders Flrsl3aace(Cart ,TX), Cambric, TX-5006, 630s 262➢24 MRei fidLsO�F's, Inc ThU Nw 141450.432➢24 Pagel ID VuBv YgWHs NHpoMmM]FIC'MsB]OHg3NSgPWL6 3ulT GMN D.]J4 JC']I 3 8-14 12d 1.7-10 14 IS 111044 17A 12 19610 0 on 38-14 35fi 33fi 3-56 1T14 1-9-14 1-T14 11-6 5®@=t365 a I I 4x12= exa= ax6= 3N= .4 II Sxd= 4x6= 7x10_ act M 3 4 28 nn �J $PFfl y 18 2t 1]22 i623 15 24 25 14 13 2] 1228 H 11 on g .12 = 5xfi - 4r8 = d. = On on, 3014 123 1.710 14 IS 17a-12 21AL 3814 ' 33fi 33 3-96 37-12 311d Plate Offsets fXY1 f2G,80.2-0I N20.1A 0.2-01 11361-02"1211150t d0,2-011170. 0-2D1 LOUNGING (psi) SPFCING- 21 U CSL GEFL. In (bc) 11e1 t/0 PLAIES GRIP TCLL 1000 Pate Grip DOL 1 W TO042 VeMLL) -0191314 >9Yl -a MT20 2441193 TOOL 250 Lumber OOL 1 W BC 0]0 VeA(CT) -037 i3-14 >692 240 BCLL 00' tru Ina NO Rep names WB 071 Hoa(CT) 007 ii Na Ina BCDL 100 Code IRC2021RPI2014 Mauls -MS WIM(LL) 003 14 >999 240 Wrong 458In FT-2 LGMBER- BBACING- TOPCHORD 2,6 SP 240OF 2 OF ortaS SP OSS m2x6 SP M 31 TOP CHORD 2TD Cc Wrins(6TO max)1-10, except end vMkals_ BOTCHORD 2x6 SP 24WF 2 IF or 2n6 SP OSS or tall SP M 31 BOTCHORD Rgld ceiling directly applied or 1 D Doc IXacing WEBS ad SP 150 6F 15E or 2M SP No 1 a WSP SS'Excepr 1-18,10.11 2x6 SP 2400F 2 0E or 2x5 SP PISS or tall SP M 31 2-17,3A5.4-14,&13,842 W SP No_3 REUCRONS. g5 gee) 18=G8,fl�33 Max IT. 18=]2(LC 4) Wax. 18=6341(LC 2),11=9165(LC 1) FORCES. qIr)-Max.Comvd+lax Ten -All firres 250 pb) or less except when shawl_ TOP CHORD 1-18—t888/0, 12 1031210, 23 1746110, 3-0 2179210, 4-5-23734/0, 5{ 23734N, 6J 1515710, 69=1515710, 910- 2110, 10.11--55]]0 HOT CHORD 4718--0 ,15 7-0110312,1415,0117461, 1314=021792,12-13b/19821, 11-12=0B108 WEBS 1-171/11141,2-17-173M.21!=CMQ60, 1l5=-34 W8N l4=W5359, 414=2W210, 4-13=1]02454`✓13-37W 106-13=0/58056-12=6)68/0, 8-12=3251116, 9AD,0110229, ST1=1081&0 NOTES- 1) 3-py tmss to be rommaed together as full. Top chords connected with Do p 131' &') nulls as fdbws tat - 2 mws staggered at 0-M oc, Bottom Cords connected wed WS45 as folbws. 2tt6 -2 mvrs slaggcved at 0-TO Web connected with 1Gal (0131'xW) rant, as fiuows. 2x4- i new at 0-9a oc. 2) AS bads are considered equallyapplied!to all pli . except ITnoted as four (F) or back (B) face into LOAD CASES) Section Ply to ph, comearem; h. been pmNded to distribute only IoMs noted as (F) or (B), unless Monde Indicated 3) Vand. ASCE 7-16. %RVITompb (35ewnd gust) Vasd=JlmW, TCDL=6 Opsf, BCD1=6 Opst, B=45$ L=40h, eav,5H. Cat IL Exp C. Enclosed; MWFRS (dnreconaq; caubleeer left and right exposed. end vedvl left and Win exposed Lumber DOL=1 So plate grip DOL=1 EO 4) Pmvne adequate drainage to prevent ureter pondsg 5) Th6 truss Ina, been carried! for a 100 psf Indoor chord live load nrmmncunrent with any other lose lords 6)' This ones has 0.cn designed fora We bad of 200p9 on the ottom chord in aN areas where a rectangle 3b0 he by2-DO vide will fit between the oom chord add am other, memhons 7) GaWncal noun representation does not depict the we or Me circulation of Me painful along Me top and/or Whom coN. 8) Har eRs) or other connection devbe)s) shall be padded! sufficed to support concentrated! aM(s) 622 to down at 2-0.42 622In down at 4 IZ 622In dawn at 6812, 622In down at 8412, 62216 own M 1D4,12. 622In dawn at 12812, 4433 to down M 141 0. 1136UadandIn dawn and 90 to up M 16Tr12, and 1136 M down and 90In up M 1812, a11361n down aW In up at 200-12 on In chord_ The denUchmeami of such mnnectral myce(s) is the msWnsMldy M others. LOAD CUNSE(S) Standard "plemd nn Fern 2 pwA-v"ilssh MARCOS A. HERNANDEZ ....:......................:.... 113878 :ti. COR F-12513 November 15,2024 MiTek® Jab ITn« �Tvss Type Ory �PIY N/m 9 R85361638 oNIT-15 BXOCB FIAT 1 J Job Reference/p�1p Ij Builders FlrslS—(Cana ,TX), Cauo n,TX-5006, 630s 262020 MReKiKd 150iAS,Ix ThU Nw"1050-E32026 Paget ID Vu&ndrGYgWHs NHysBM-s 7 I .B7OHg3N5gP,LBw3ulT GMD.IJ0JCW LOAO CAM(5) S n0arU 1)Beatl+Rmllive(MWnue0) Lumber ln[rease=100, Plale Incas lCU Undoml LoMs (p0) Vert 1-10= 50, 11-18 20 cmrcenrcalea Loads (lb) Wn 13= 3(F)21=Bo(F)2 280(F)2 200(F)2L 280(F)2 200(F)26 280(F)2 1136(F)28=1136(F)29=1136(F) roea sa.ewan,=e. MiTek® tr.�m�1 g,�evmom°p,enm�1-R ,r..—I Jabvss �Tvss TyW pry PIy 8l' 9 ) R85361639 ONIT-15 BX05 FIAT GIRBEA 1 J Job Reference/pall il',Ix ThUNw141650.462➢24 Pagel Builders Hrsl3axce(Cor ,TX), Cartoon, TX - 5006, 630s 26ID24 MReKRdL ID VuBv YgWHs NHysam-S 7FI .B7OHg3NSgP,L8w3ulT GMDa7J42JC' 3d-1-104 ]-2d 167-1a 14-1-0 15-1.14 1]-8-12 of 218T 3d 33fi 33fi 35fi 1-9-14 1-414 15-16 2-ta 5®@=t3fi] 2x4 11 an .1°= ron= 3x4 z5x4 4xfi- 6 g 4xt2- �2xa I�ZI ISZI 25ZI ISZI In 3 IRI ISZu IXI 2° JfA ] Axi P.ZI IXI LrrLJ�l..a 0� 18 21 17n 1fi 23 15 xs 25 1e 2s 13 Z] 122a 29 11 3w att= Sxs= 2�°= 4x6= ]xa= 4xt2= axe= 3H-14 ]-2d 10.7-1° 14-1-0 111-12 21an 3A-10 3hE 33fi 3 a }]12 1116 Plate Offsets fXY1 20380.143 M0d-00.1-1211120-2-000.181 R30.1-0204121115Gi Gi 11209-80.2-0I LOAGIRG (psi) SPACIRG- i-0U C51. GEFL. IIt (bc] Wefl Oil PLATES GRIP TCLL 1000 P6te Grip 00L 1 W TC 048 Ved(LIT) T- tit >9Yl 480 MT20 244/193 TOUT 2!1 LumMr OOL 1 W BC O. VeA(CT)-04113-14 >626 240 BOLL 00' Rep Stru Ina YES WB 028 Ha](CT) 0W 11 Nos Na BCDL 100 Code IRC2021RP12014 moba, MS whall 002 14 >999 240 Wright 4401b FT-2 LUMBER- BRACill TOP CHORD 2x6 SP 2400F 2 0E Mr SP 13SS m2x6 SP M 31 TOP CHORD 2L-0CC WMns (6DO max) 1-10, excepl end vedkals_ BOTCHORD 2x6 SP 24WF 2 DE or MSP DSS or MSP M 31 BOTCHORD Rgld ceiling dire"y applied or 1 Do 0 oc IXadng WEBS ad PNo 3'Fxr¢pt' 1-17,215.314,4-13,6-13,&12.942 2x4 SP 1650F 15E to 2 4 SP No 1 or 2x4 SP SS REAC BONS. (Mve) 16-0 , 11,0s3 Max IT. ft8=31(LC 21) "G. ft8=5240(Lc 2),11=]]84(LC H FORCES. 9b)-Max. Compoi Ten -All firces 250 (o) or less except wren Mouth TOP CHORD 1-18-4876tl, I 1011]N, 2�17143/0, 3-0=21470b, 4-5-=2349NU, 5{ 23490.b, fi S l523GU, do=15236U, 91011011-35410 HOT CHORD 17-18b294, iSP-(Vff ,1415=W/R143, 11141214]012-13 19694, 11-12tiB122 WEBS 1-P1/1082],2-1]�6]W),2-05=0g8114115=-Z]6]N,&14=WSd21, 4-04=1821ro, 4.13=]9/3l)l IRA). 61315454. (r12---6183N, 9-12-Marc .9AT-1028M NOTES 1) 3yty ones to be connected together as gallows Trg church, connected wM 1do to 13TW") nals a gdbws- 2x4-1 new at 09-0a, 2x6-2 news staggered at Goo oc. BabomcftaQsconnected with WS45 as hostess 2a5- 2 news staggered at 0-0 oc. Web pore[ wM 1W(0131'x3') nabs ascolmws 2x4-1newa109ao: 2) AS Was are considered equally applied to all plies, except If mted asfioM (F) or, back (m Pdce lathe LOAD CASES) seclgn_ Dirk, pry co real hi been pmvlded to distribute par, loads urged as (F) or (B), unless otlrerxse indicated 3) Wad -ME 7-16, Vogl V loph (3second gust) VasdSimph, TCOL=6 opsg. BCDL=6 )1 lb oft; B=45fl,. L=401, eavc=sn, Cat II, Exp C, Enclosed, MWFRS (directional); can0lever left and right exporter, end vertical eft add ught exposed, Lumber DOL=1 W plate grip DOL=1 W 4) Wwlde adequate drainage to pol rater pondmg. 5) Tons Ms loss been designed for a 100 Wf Whom tlw1011ve load noncnncurtent with art, other live bads_ 6) -The thss has been designed fora has cad of 28 per on lice totmm mold In a0 areas wlcere a rectangle T6 0 bar by 2-NT undo WM M between the Wtbm chord aid am poor memcers 7) Graphics! pudln representation ti does not up, the sae or Me orlenlabon of Me puNn Mining Me top ono/or bloom and B) Hanger(s) or other connectiondevlce(s) shall be gwbW sul0�td W supWd mncmllated bad(s) Gt2Is dmvn at 2-012 632It dnvn at 4T,12 632Is down at 6412,632b Mvn at 8012 632 b Wwn at 10 12, 632 b dawn al 12U12 4443 b down at 141-0,1146 b darn and 7HI, up at 16812,and 1146 b dmvn and ]6 b up at 18-0 2r aid 1146 b down and ]6 b up at 2 12 on bottom clrord_ The OeslgNselec0on of such canetran deval s the resWnsldlily N others. LOAD CASE(S) Standard rCpneminn on —v / Awn -vemv r MARCOS A. HERNANDEZ ....t......................:.... 113878 i... COR F-12513 November 15,2024 MiTek' ,,d octl Mass Coup, Jab vss �Tvss Type IC" IPIy KI 9 R85361639 ONIT-15 BX05 FIAT GIROER 1 J Job Reference/pgpnalj lx ThU Nav" 1050-E62➢26 P.,2 Builders FimiSwace (Carta ,TX), CartoObq TX-5006, 63N 2-2 MR IO:VUBm�GY9WHs%c6NNysBXOSMTFIC'MSBTONg3N59PgnL6W3uITXbGKN5C0aIJ0zJC'Jf LOAO CAM(5) Glan0a,U 1)Oeatl+Rm1 Llve(MWnu )LumOel ln[rea¢e=100, Me Inrseaul CO Undom LoMU (pIN Vert t-00=125, 1110 10 Lo¢ nMa Loaas po) Vea 13=6J43(B)21=2 (B)22=-290(B)23= (B)2G 290(B)25 290(B)26= 90(B)2T 1146(B)20=11M(B)29 1146(B) roea sa.ewan,se. MiTek® g,�evmom°p,enm��-R ,�.—I s,aT�,=T„MneKn=� Jab Tn « UNIT-15 N/III BmXO6 ers BuildFlrsl3aace(Carta ,TX), 3 a-v 3 a-v SPEChIt R15M 140 ROOF GIRDER 4 Carto&oq TX-5006, Job Reterence[[pp� )) 630s 262➢24 MBeKiKdbsl�M"s,Ix ThU Nw 141650.452➢24 Pagel ID:VUBm YgWHs NHpOMmn 7FIE' sB70Hg3NSgPWL6 3ulT GKN5COa7J42JCW 12d 10.]-10 141. 1S10.W 17A 12 19610 21-aL ] 5fi 33fi 3-S6 1IT14 1-9-14 1-.14 z-1-fi 5®@=t3d 2x4 II 5v8 = 3x0 = 3xI = MI Ixa = 4xfi AAAA Sx8 = Mfi 1521 2 5m 5211fi 3 ISZi rz 8 P Zi 521 2015� rg� IiA0 18 21 1]22 1fi 23 15 26 25 14at 13 n 122S 29 4x5- SaB- 1v12MmMS= 3x4= US R, 5x6 1614 12i 1.710 14 IS 17a-12 21AL 381! ' 33fi 33 3-% }7-12 }11d Plate Oflsets(X Yl- It02-12 GA�l 12=0,24H 1120-1�024H R50.3A 0.241 170-1-120-2-81 LOADING (psi) SPACING- 11 U Cap GEFL. In (bc) VaeO U.d PLATES GRIP TCLL ]00 Plate Gap 00L 1 W TO046 VMdLLj -020 tit >959 480 MT20 22N193 TCDL 250 LumMr DOL 1 W BC 081 Vea(CT) -042 tit >611 240 Mi8AH5 1861 79 BCLL 00' Rep Stru Ina NO WE 057 Hvd(CT) 00] ii Na Na BCDL 100 Cnae IR=117P12014 Maim -MS WIM(LL) 004 14 >999 240 Weight 5931b FT=20% LUMBER- BBACING- TOPCHORD 2x6SP2400F20Eor2x6SPDSSm2x6SPM31 TOP CHORD 2L-0CCWalns(6HDmax)1-10,exceptend seKals- BOTCHORD 2x6SP 2400F20Em2n6SPDSSor2 SPM31 BOTCHORD Rapid ceiling directly applied or l To oc Mach, WEBS ad Sp No 3'Fne r 1-18,10.11 2x6 SP2400F 2 DE MM SP DSS or 2x6 SP M 31 1-17,2 TtF3-14.4-13: 2nd DF 24WF 20E crW SP 24001`2 OEor 2x4 REACTION£ pme) 18=65A, 1T oSS Max�3 1 Harz 81(LC 19) Max. FORCES. IS) - Max Car, W. Ten. - All aa,, 250 (Ib) or kiss except wlren sOwm. TOP CHORD 1 18=9415/0,1 2 179490 2�2&MW 3-0 113110 4 f 26964,0, 5{ 2696410, 6�1599910 Go-159MR) 910=-60w, mTT-B11N BOTCHORD iT-0FETID 035, iSi7=(%7W12,14151 V., 18-14,0ol P1, 12-1.1548, 1-02-08396 WEBS 1-171/18716,2-17--6UM,2d5-01 II430,3-1�19W0, 8-14=01321E 4-14=5Ptl98, 4-13-1628/0 513=10I2N, 6-13,0a338, 6-1Y 751W0, 912 0110301, 9- it- 10405111 NOTES- 1) 4pty RUSS to m Connected together wM 181 IT 131° X') ands as mfiowS Top E mras Connected as follows 2x6-2 rows staggered at 0.M C[. BoMan chords connected as Ann. 2x6-2 rows SWggaed at0. RC Wets connected as toMxs 2x4 -1 row a 0 91 OF Attach TCw1jcCd Wfts(ASTMA307)IntaeC me ataememberwM sM at ac Attach BCtd Red.. hads(ASFMA30])In Ne cenix oPNe memherwMasaers al40-B o[ 2) N bads are considered egin0y appeal In all plies, except R acted as had (F) whack (B) (ace In 8n LOAD CASE(S) section- Pty to py Ratr cLons have been pmvMeato distribute only loads noted as IT) a(B), unless Caravans, bdlceled 3) Wind - ASCE 7-16, Vu11=1lSmph (3-sttwid gust) VasdSimph. TCDL=6 Bpsf, BCD1=6 Opsf, haaq B=45$ L=40T, eavc=5fl, Cat. II. Eon C, Endosed MWFRS (dRecdonal), cenHoSer left and MM exposed. aM vedical left mq Fight exposed, Lumcer DOL=1 W plate gnp DOL=160 4) Prwlce adequate dmhnge W prevent water pondmg. 5) AS plates are W20 planes unbss Nhawse indrcated- 6) Ths truss has Been designed for a 100 WWhom chord live load nomm�cunent with any other live bads- 77•This Russ has treed desg Vfora Ee'redof 20 pea on the Cotbm chad in a0 areas vaned, a rectangle 3b0 de by 2-DO vitae tallFit behimen Me -i chord and any other members- 8) Load Easels) i, $ 3, 4, 5.6. 7, 8, 9, 10, 11, 12, 13, 14, i$16, P, 18. 19, 20, 21 T2, 23, 24. 25, 26, 27, 28, 2% W, 31, 32 ha9have ce hn moolded. Buming designer must review bads W verify Nat they are coriect Wrthe (Mended use orthis Russ 1mniv row nre MMnndoe[IMtsend]tt soeormeom eonntmeniminawnmemoannmrnonnmrnnM Awn-V"disie,wmmeRmwilRewoaoresoxlleSMIDIacwDEDMnexRaERENCEeneew-aar3m..nvaonaaoneUSE . �e �aro ny trades Naearmm wweM as an ounirycn amtiwna0 andaesia, me Comvonem SURUimmmafimwmiaue domme swnmelemwog comµmeni Aaxouxm pww.secxomnnennaml:H MARCOS A. HERNANDEZ ....i......................�.... 113878 COR F-12513 November 15,2024 MiTek® Jab Tn « ROOF Type pry IPIy QAXm Bl' R85361600 ONIT-15 BXO6 ROOF SPECWt GIRDER 1 4 Job ReterencGlgq� ) Builders U.M.M. (Cart ,TX), Carta0loq TX- 5006, 630s 262➢20 MRei fidLsOifs luc Tbual 105O052024 Paget ID VuBm YgWHs NHPBXosnR]F WsB7OHg3NSgPpL0w3ulT GMN DC IJOJCJI ill 10) Hangm(s) or order Connection denace(s) shall be provided sufficient to support Concentraled! dal 156Ib dawn all 27 to up W Ol and 156Ib down all 22Ib up at 215-0 on top bound, an 100 to dawn and 21 Ib up at 28121W2 to dmot and]t to up at4812,1W2'm col and]1 toup at (I61$ to02 W other all]i to up at 8A lud"Mdown and 21 to up M 1"12.1 W2 is down and]i to up al 12812, 1002 Nother and]t to up al 1"12, 1 Oo2 do down and]t to up at 16U12, all 1002 to down an]t l0 up at 1El 2, and 1032 to Dawn and 71 to up at 20812 on WBom court TNe"ousektllon of Sol cunnecoan oendrel its 8le responslol dy of ardms boat oase(B) 1)oead+ Rmt lrve(11a6rrczo) Wmcerinrrease=l 00, Plate lnoeard lOO Urtdmm Wads (pm Ved 15 2],&1o=-A5. tt18=10 Concermaled Wads Qb) Vert 1=15610=15613=100l 21=18a2(F12 -10o2(F) 23=1o0z(F) 24=-IDW(F) 25=-1 W2o )26=-1802(F) 2]=18o2(F) 28=1no2(F) 2Y--1002(F) 2) Dead +O 75 Roof tune (balanced)_ Lumber increase=100, Plate Irerease-100 Undmm Loads (put) Verb 11`1O""N' 11-18=10 Loads (I Concentrated Loab) Ved :1=-18210=-13213=-815(F)21-A15(F)22- 15(F)23=-815(F)2a= 15(F)25-315(F)M6 15(F)27�15(F)28=815(F)2� 15(F) 3) Deao+uninaintable a01c WMou1 Storage Lumber Increase=125 PN@ Imrease=125 Undmm Wads (pm vert1 15],0- to- -zs,11-18=20 (amrcentral Wads pb) Vert1=5510,-5513=318(F)21�1 B(F)22- 318(F) 23�31 Ell 20=318(F)25 lrrfl26- 318(F) 27�18(F) 28�18(F) 2R-318(F) 0) Dead! +06 MWFRS Wind (Pas_ Internal) LeK Lumber Increase=1 W. Plate Imfease=160 UnOthm Wads (pin Vert: 1S 119, 520=13,10-2R9,11-18-6 Hl 1-18-8, 1al1-10 Concemaled Wads go) Verb 1=910=1313=6](F)21E](F)22=6](F)23=6](F)24-6](F)254i](F)�](F)2]=6](F)2�(F)29=6](F) 5) Dead +O 6 MWFRS Wind (Pas_ Internal) Rght Wmbs Ime rel 60, Plate Inrdedi W Undmm Loads (pit) Verb 1-19-423, 5l �61%&10=13, 1118=6 Hai 118- M 10-11-8 Concentrated leads put Ved 1=1210=1113=67(F) 21E7(F) 2237(1`) 23=6](F) 2�fl 25=67(F)2 U`)2]=6](F)2 7(1`)29=6](F) 6)Dead +06 MWFRS Word(Neg. Internal) Led Lumber Ilxrea,160. Plate nodul GO Unibrtn Lolls (pin Vert 15 15], 0-10=-25, 11-18-10 Hai 1-18-15, 10-11=0 Concentrated Loads to Von 1=2]102713=]iUp) 21=1(F)22--]i(F)23=]i(F)24-]1(F)2i-]1(F)ffi 71(1`) 2]=]1(F) 28=71(F) 29=71(F) T) Dead +06 MWFRS Wind (Nor Internal) RyM Lumber Inc ease=16O Plate xreal 60 Ungmm Loads (pit) V. 15=157. 5-10=25. 11-08=10 H.1 18-A 10,11=-15 Cmrcentrmed Wads pb) Ved 1=2Tto-2]13=]i(F)21=]1(F) Y71(F)23=]1(F)24T1(F)2C>=]1(F)2F-T1(F)2]=]1(F)28=]1(F)29=T1(F) 8)Dead+06M1WRSWmd(Pas_ Internal)ls ParalleLLumber InereaseAW Plate Increase=160 UnOthm Loads (pin Vert: 1S 420, 510=12, 11-18--6 H. 1-18=13, io-11-13 Concentrated! Wads go) Vert 1=1010=1213=67(1`)21E7(F)2237(1`)23=67(F) 2afl 25=67(F) 2sfl 2T=67(F) 2 67(1`)29=67(F) 9) Dead +O 6 MWFRS Wind (Pas_ Internal) 2nd Pull Lumber Increasol 60, Plate msal Undmm Loads (put Verb 15=627.5-10=5. 1118-- 6 H.1 18=13, 10-11-13 Colmahaln Loads (NI Ved 1=1310.1013=6](F)21E](F)223](F)23=6](F)2�T)25=6](F)a6 (F)2]=6](F)2 7(F)29=6](F) 10) Dead+06 MWFRS Wlml (Neg.lnlemal) 1st ParWIH Lumcer Increase=l W, Plate Increase=160 unarm Leads (pin Ved 1 5- 4fi7, 5-1➢=-251118=10 Hod, 1-18=7, 10.11=] conremreret Loads (to) Vert 12] m=2T 13=]l(F) 21=]t(F) 22=]i(F) 2Y71(F) 2a=]t(F) 2S-Tt(F) 26--]t(F) 2]=]t(F) 28=T1(F) 29=]t(F) 11) Dad+06 MWFRS WiW (Neg.lntemal)2nd Parallel Lumber Increase=160 %ate Ixrease=160 Unarm Leads (p0) Vert 15=-057,510=-2511-18=-10 18=],10-i1=] Conrentratet Loads (to) Vert .14]1D=2nY]i(F)21=]1(F)22=n(F)2YT1(F)2a=]i(F)2S-n(F)25=71p)2]=]i(F)28=T1(F)29=]i(F) 12) head_ Lumber Increasdo 90, Plate Ircfase=o 90 PO ml 90 Umtorm Loads (pit) Vert 1S- .510=-2511-18=-10 C Chtrated Leads (to) Vert 1�o10= Gl1 253(F)21=253(F)2Y 3(F)23=253(F)24 253(F)2F 253(F)26=253(F)2]=253(F) 28=253(F) 29=253(F) .... I ...... I Mor [rdi Jabvss Type Dry R85 6t640 UNIT-15 BX06 �Tvss ROOF SPECUL GIRDER �PM 1 4 Builders FirslSaace (Carta ,TX), CartOCbq TX-5006, Job Reterence[p�1p Ij 630s 262➢24 MReKiKd150iAS,Ix ThU G_ Pt la .452➢. Page3 ID VuBv YgMHs NHysOMms 7FI sB7OHg3NSgPWL6 3ulT GMDo7J4 JCJl LOFO 0113E(5) 13)Dead +075 Rw1Llre(al)+ 0]5(06 MWFRS Wind UNE,. lnt)LED) Wmbec ONEease=160. Plate lnuea,l NO unRmm Loads (p8) VeM1 1s 510,5-10=1011-18=-10 a Ho1-1 e=11. 1O11� Concentrated Loads db) VFRL 1=1810=1913<3(F)21=33(F)22�3(F)23=33(F)2E 33(F)25, 3F)26=33(F)27= (F)28=33(F)2'F9(F) 14) Dead 10 T5 Rwt Lire (Ml.)+0 ]5(06 MWFRS Wind (Neg. Int) RyMr Lumber Inueaae=160, Plate Increase-1 W Wdorm Loads (p1I) Vert1 5=-510 540=-18, 11-18=-10 Horz 1-1B ,1O11=11 Goncenbared Loads DID) VM.1=1810=1913=33(F)21=33(F)22�3(F)23=33(F)24=33(F)25�F)26=33(F)2]-13(F)28=33(F)22W(F) 15) Dead 4 0 75 RoU FNe dal) +0 ]5(06 MWFRS Wind (Neg Intl IA Parallel) Lumber Increase-160, Plate Increase=160 unrtorm Loads DAR Vert 1-5-510, 5-10=1011-18-10 Horz 1-18�, 1O1" c«memr4tM Loads DID) Vert 1=1810=1913(F)21=33(F)22=33(F)2T33(F)24=33(F)2533(F)26=33(F)2]-33(F)28=33(F)2' (F) 16)Dead+025RC LMe(Wi)+0]$06MWFRSWM(Neg_In[)2nd Parallel)_Lumberleneas,1E0,Plate Inuease=160 unaorm Loads (DID Vert 5- 510 510=-7B 11-1E=10 Ho¢ 118�, 10.11S Cmcentated Loads DID Vert: 1=1810=1913 (F)21=33(F)22=33(F)2Y33(F)24 M(F)25M(F)26=33(F)27 33(F)28=33(F)2K U`) 1]) DeM+06 MWFRS W d Mm. LeR LumMTlncrease=t 60, Pla@ Ino ase=1 W uMorm IF=(plg Vert: 1b=d98, 5-10= ,11-18=b ME, 1-18 B Concentrated Loads Pb) VIRL 1=910=913=44(F)21=44(F)22=44(1`)23=44(F) 24=44(F) 25=4RF)2f fl 22=44(1`)2BA4(F) 23ddtF) 18) Dead +06 MWFRS Wind Min Raid Lumber Imieaae,1 DO, Plate Increase-160 Uniform Loads (pfl) Vert- 1 5--0 .510-6,11-18=6 Horz 10-11-8 Cmrenbared Loads DID) VM.iS10=913=M(F)21=44(F)T2=M(F)23=44(F)24=44(F)25=44(F)26=44(F)22=44(F)28=44(F)29=44(F) 19) Revttsal. DeM+06 MWFRS Wnd (Pas_ Intemag Left Lumber Inuease=160, P6@ lm se=160 Uniform Loads UAQ Vert 1-5-119, 5-20=13, 1020=%11-18-6 Horz 1-1" 1011=10 c«memr4tM Loads (ib) Vert 1�o10=6013=211(F)21=71(F)2 271(F)23=211(F)24=211(F)2F 2]1(F)26=2]1(F)27=2]t(F)2 271(F)29=271(F) 20) Re venal DeM+06 MWFRS Wmd (Pas_ Intemag RgbL LumMi lenease=1 W, Plate Increase=160 Uniform Loads (ql) Vert.1-19-423 ' S19=419, 510=13, 11-18-- 6 Ho¢ 1 118=10, 611-8 Cmcentatetl Loads (I d Ved: 1�010=6013=271(F)21=271(F)2 271(F)23=211(F)24=211(F)2. 211(F)2f 2]1(F)2)=211(F) 28=211(F)2!)-211(F) 21) Rev.I Dead+06 MW=RS Wnd (NFd IMemag Lefl- Wm� Itxrease=160, Plate Increae=160 UMmm Loa05 (pll) Vert . 1� Vi7,510=251118=10 Horz 118=15, 10-11-0 CmicentrmM Loadspb) Vert 1-1610-W 13=261(1`) 21=267(F) 2 26](F)23=261(F)24=267d)25=26](F)2G--261(F)2 6)(1`7 28=262(F) 29=26I(F) ZU ReaRsal- Dead +06 MWFRS Wnd (Neg Internal) IagIR Lumber Increase=160, Plate InCrease=1GO uMmm Loads (qg Vela 1s -457, 5-10=2511-18-10 Hoa 1-1", M,11=15 concentr4tM Loads db) VIRL 1-1810-4a 13=261(1`)21=U(F)2r 261(F)23=267(1`)24=267(F) 25-267(F) 2 26)(F)2] 6](F) 28=267d') 29=267(F) 23)Rev lDeal +06 MWFRS Wnd(Pos_ Internal) tat Parallel: Lumber Increase=l W. Plate Inctease=1RD Uniform Lonna W Vert iS=-020, 5-10=12, 11-tB=E Ho¢1-iB=13,10.11=13 CrnceMated Loads (lb) Vert. l�Dl�013=271(F)21=211(F)2Y211(F)23=2T1(F)24=211(F)2F 211(F)26-271(F)2T=211(F) 2B=211(F)29=211(F) 24) RetRaaal Dead+06 MWFRS Wtnd (Pos Internal)2nd PaalWl Lumberincreasct160, Plate Increase=160 Uniform Loads (pal) Vert 1-5=-027,5-10=5,11-18-fi Holz 118=13, 10.11=13 -114 D4nyno-liama,it nEOkDNOTesnaNDAND�lunEn.nE.REFERENCED Ee 473m..1� 38IEFRReuse. MiTek® �aro ony traog ww m%vmn> wweM Qu ,Iy Cn amtiwnalmm'aPtrnwgl u and acsl BiRng component SnRly immm,dm �p rmmve saoM�elauMng component pamu aaaabe-4tle� msN inn] 111uneYAsmn �Om+e' eomm�enaom) Jabvss Type Dry R85 61600 ONIT-15 8X06 �Tvss ROOF SPECWt GIRDER �PM 1 4 Builders FirslSwace (Carta ,TX), CartoCbq TX-5006, Job Reference[p�1p Ij 6ws 26ID20 MReKiKd150VS,Ix Tbu Nav 1E 1050.05'r. Page0 ID Vu&ndrGYgWHs NHysBMms 7F WsB7OHg3N5gPWL6 3ulT GMDoIJO JCW LOAD CAM(S) Cmceinr-ated Lwas (lb) VM - l�Dl Olo 211(F)21-71(F)2 271(F)23=211(F)2�211(F)2`c2271(F)ffi 271(F)27 211(F)26=211(F)2N-271(F) 25) Reverwl Oea]+06 MWFRS Wind (N } IMem nu 1A Pamilel. Lumber 1mm,ere=t 60, Plate Inowsc=160 Unrtoem Lwas (PH) Vert 1 5-'b"'5lu=25, 11-16=10 Ho¢ 118=], 10.fl=] CmceM2tetl Loads Ub) Ve0: 1�810=0813=26](F) 21=26](1`1 Y 267(F) 23=26](F) 26=26I(F) 2.-26](F) 2f 26](F) ZI=261(F) 28=261(F) 29=26](F) 26) Revosat Dead+06 MWFRS WW (Neg lineman 2N Pmallel. Lumber Increase=160. plate Im rb s l W UidMw Loads (qn Vert 1s= 7,5-10=2511-16=-10 Horz 1-16=7, 10,11= conceimareo Loads Old Vert 1-1810-181 a=267(1`) 21=-267(1`) 2 267(F)2a=267(1`)2n=267(1`)25=267(F)26=267(F)22=267fl26=267(F)2s=267(F) 9) Reversal Deal +075 Root Lee, Nil ) + 0 ]5(06 MWFRS Wlnd (Neg Im) Led), Lumber mowse=160, Plate Increase-1 W onrtmrm Loads (qn Vert 1-5=-510, 5-10= 78, 11-18=-10 Horz 118=11, 10-01=3 Cmmelmded Loads pb) Vert .1=10610=10613=685(F)21�(F)22�5(F)2�(F)20�85(F)25 M(F)26�85)F)27�WF)28= 85(F)29�5(F) 28) Revesal. Deal+O 75 Rmt Lrve (ml)+0 ]5(06 MWFRS AAn l (Nag IM) RgM): Lumber Increase=160, Plate Increase=160 Uniform Lw65 NIIN Vert 1-5=-510, 5-10=1011-18=-10 Harz 1-18�, 1011=11 C enbmmd Loads(lb) Vert 1=10618=10613--685(F)21-685(F)Z!-N5(F) 23=-685(1`) 24-685(F)2 685)1`)26-685(F)27-685(F)28=48s(F)2 685)1`) 29)Revesal Dem+075 Roof Irve(bal)+0]5(06 MWFRS Wind(Neg. Im) lst Paralled Lumber lnre� 1%Plate Iwieas l60 Unrtorm Loads Nd Vert 5- 510 510=-7B 11-18=10 Horz 118 .10-iiS CmceM2tetl Loads (Ib) Vert : 1=10610=106136135(F`)21--GN(F)22--Ei65(F)23=685(1`)24-685(F)25-685(F)26-6WF)21-685(F)28=485(F)29=L85(1`) 30) Reversal Deal +075 Rwr Irve dal )+0 ]5(06 MWFRS WYm (Neg Im) 2nd Pamllen_ Lumber lnoease=160, Plate Invea,l W UidMrm Lwas (qn Vert 1s 510, 5-10=1011-18=-10 Horz 1-18�, 10,11S Cmnremrmeo Loads Old Vert 1=18610=10613=-685(F)21--685(F)22--EiN(F)23=685(F)2a-685(F)2s-6ifs(F)26�(F)2T-685(F)2B--685(F)29-6m(F) 31)ReversalDual + 06 NFRS Wind Min Left Lumber Inreas l60, Plate lnmene=160 onrtmmn Loads (qn Vert 1 5- (f8.510-6,11-18=6 Horz 11 8 emnceinrared Loads (lb) Vert . 1�l1 6l�208(F)21=203(F)22=208(F)23=248(F)24 2E (F)2F 208(F)26=208(F)2]= (F)28=2E (F)2 208(F) 32) Revesal. Deal+06 MWFRS Wnd MIn Rglit LumM lnmea a-160, Plate Incm�-1,60 Uniform Lma6s NIQ Vert 1-5�8, 510-6,11-18=6 Horz 10-ll� C enb and Loads(lb) Vert 1�l1 613=248(F)21=2a6(F)22-2a8(n23=248(F)24 2a8(F)2`. 248(F)26=2a8(F)27=248(F) 28-248(F) 2�248(1`) roea aie vwan,ae. MiTek® tr.�m�1 p evom° enm 1-H .1n7�11111WrlKe Jab mss �J. Type UNIT-15 C01 Ja kCluutl Buftj¢ U.S..—(cana ,Tx), CarroNon, Tx-Sam6, 2d5 tc 21 5 0.13 a4= 2 4 S2 .2 oN PN R85361641 is Job Reference/p.�11dV, Inc Thu Nw 141,150.452➢24 Page 1 63N 262nR MD IOVUBmdrGYgWHs%WNNysBXBsnR]FTC'MSBTOHg3N5gPgnL6W3uIT1(bGKNSCBriIJ42JCW FS15 a21. - 2013 b5 0]5 FIT ..—I lfi3 2x4 II xv!= Ara II 3 4 5 dri" 4Ix 6 IF LOAOING (ps1) SPRCING- 2-DO C51. OEFL. In (bc) Well W PLATES GRIP TCLL 10D.0 Plate Gip DOL ice TC 021 VeMLL) -0@ ] >999 480 MT20 2441190 TCDL 250 Lumer DOL 1 W SC 023 VaMCT) o0 T8 >999 240 BILL 00 Rep Str or Ina YES WB 037 MOB:T) 001 6 Na wa BCDL 100 Come IRC2021fTP12W4 MmUcAS WIM(LL) Go T >999 240 Weight W 10 FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2x4SPNo1m2w1SPSS TOPCHORD ShucM2l wood sheathing directly applied. except end vemlrals BOTCHORD 2x4SP1650F15Em2x4SPNo1m2WSPSS BOTCHORO Rlgltl ceiling directly applied. WEBS 2x45P No REACTIONS. (see) B=MeclNnraL 6-YAechanral Max M. "2(LC 9) Max UPIM 8=66(LC 8). 6=70(LC 9) Max Gray 8=1156UC 1).6=1156(LC 1) FORCES. (M) - Max ComplMfit Teo- All brces 250 But or less except wlren shed. TOP CHORD 2�12753E8, 3-0 1274/352 BOTCHORD ]�38911WT67T KP14966 WEBS 2�1346M17:2-7 VV362,3-]--M3fl( ,4T 10]142],46 1316b16 NOTES- 1) Wnit ASCE ]-i6, VuV1Mmph (3-s g gist) VasmSImpc TCDL=6 Opsf, BCDL=6 � Opsf, h00; B=45$ L=40ft; eavct5ft, Cat. ILExp C,EWos ,,MWFRS(dlrec0Dna0.aWC Comer(3)zone;cantileverle andfightexpose .endue lleftaWMM expov.V;CL for memMxs add tortes 8 MWFRS fir reactions shed; Lumber DOL=160 plate gap DOL=160 2) Prowie adequate manage to prevent water ponOmg. 3) This trusss b Ids desclwN gnem for a 100 per Whom live load nonwncunent with any rather Imaes 4)'TMsnear has teen designed for a no, lead of 200,1' on the human them In all areas where a rectangle 3 tall by 2-0 vide WR M national the Whim chord add am o8cer memmers_ 5) Refer to gumerts) for tress to mass connections. 6) PmvMe mechanical connection (by olWrs) of truss to neming plate capable of withstand! Ing 6611 uPIM a joint and 70 M uplift a[ JDIM6 T) Thin truss de,gn requires Nat a minimum m 7116" structural woW sheathing he applied directly W the Np chord and 12" gypsum sheenock W applied the" to Me Whim cWN n.. COS A. HERNANDEZ .......................... 113878 -*— COR F-12513 November 15,2024 —gemroqaea is Ya-le wan,se MiTek® tr.,m� 4 ev ore° nm 1 c e l-H .1ac611111Mue.s— Jab AR UNIT-15 C0 Builders B.-M. CRF ,TX), 1 hfi = City PN R85 61642 ROOFSPECLFSUPPORT 22 1 C.R.., TX-5008 cG1q ) 630s 2ZMIIJFT fidLsO�f's, Ix Thri.- 11 Pt E0.452➢24Page1 IO:Vu&ndKGV9WHs NHys8XOsnR7F W.B7OHg3NS,P,L8w3ulT GMD.7J4 JC� &iPd &t0d tCo 12 ...-1111 zx4 II z.4 II .4 II a E 0 9 8 fi z.fi II z.4 II five = z.5 II ms = zr4 II stll-0 atw LOADING (psi) SPACING- 2-0U CSI. OEFL. In pact, k2 Oil PLATES GRIP TCLL 1000 Plate Go, DOL 1 ad TC 045 Ved(Ly Na - Na 999 MT20 2"190 TORT 250 LumMr DOL 1 Ed BC 0JS Ved(CT) Na - Ne 999 BOLL 00' Rep StressIna NO WE 067 HvE(CT) -0.W ] Na Na BCDL toe Code IRC202iTP12014 Matrix-P Weight 491b FT=20% LUMBER- BRACING - TOP CHORD 2x4SP1650F15Eor2x4SPNo=SPSS TOP CHORD Structural wwd sheaming dlreMy applied a S]-2 oc pudlns, BOTCHORD 2x4SP1650Ft5E,oa,[SP Not aw SPSS except eM veNcels. WEBS 2x4 SP No 3 BOTCHORD Rigid ceiling directly applied or 64, 0 oc Mating_ OTHERS 2x4 SP No 3 REACTIONS. All trearngs 8-104 (m)- Max Ho¢ 11=82(LC 29) Max Uplld Allup8d100morless,nt(s)Gexcep111=1000(LC27),7=1301(LC30),8=12%(LC27), " J BFC 30) Mar G. All Radom 250 In or less alfolm(s) 6, 10 cept 11=1032(LC ME) 1425(LC 31T 8-VOULC 34), 9=1090(LC 31) FORCES. Go -Max Cam, M. Ten.- All brti525D Vid or less except wlren sh. TOP CHORD -11=106W100],YY-124Y1244,2-3�512]515,3d=1i92/1182, 4.�-59W593 1 BOT CHORD t'T11-M 265910=-9400%558-9=551515,]A=-081O41,&7- 99/584 WEBS 47--55&218,3»=139]H380,2-9=]OV2]i, 1-1Y 16301167541Y 1620(1665 1]=-132VNINI NOTES- 1) W"d R- ASCE 7-16; Vu115mph (3secmS d gust) VasdimpftO ; TCOL=6 psf, BCD1=6 Opst, d MM, B—CA, 1=40d; eav,2R, Cat. T ' ll;Exp0 Enclosed; MWFRS(direLLonad add CC Comer(3)Arne, Fordicsa left and Right exposed; end vertical left aM ML posed,CL fir members ad faces 8 MWFRS for reactions sham, Lumber DO1=1 SO plate gdp DOL=t 60 2)Tmss desgredrorwlM bads mtlre prone ofine wss onry_For surds expdsedmvnnd (roWalmme rax), see smmad lndusby Gable EWD im asappll bM,orconsWqualhdM mgdesglrerasperANSOFPI1. _�S�OF r,. 3) Provide adequate dranage to prent water Pon fing p. 1 yS: 9f 4) GaMe gmres contmwus hNlom MONea bn J. i 11 5)TmsslOceNlry streamed-0-race or securery Graced against lateral movement (le_degonal web). �jMA1 m 1 6) Gable studs spaced at 2-0L oc r //� w ]) TIRE truss has been dean For a 100 psr hotlod clroN live load nonmavrtenl with any FBwf late bads. ...............................I 8)' The buss has hem designed for a eve Wad of 20 opaf on me hotmm chad In all areas where a rectangle 3 0m9 by 24M wane /MARCOS A. HERNANDEZ wR m retweeR me honour clwm am any miter memcers_ ••••:...................... ••• 9)Prwlde mellamcal annemot(byRoom of Was m heanlg pte capable Of vnmsiaMing WID m upirl al pinks)6except Ql=m) 11.3878 II <4EN5EN�::a�i 10)Tns Wsshas0 uWWaDOL-BW)PWWgnp OOL--H 33) Cemrecl Wsstoreslst OA;. ndeg�foratdldmgloadof300ptl 11�`SS�QNALG`� drop bads along Cetlom Chad Won" 0 to 8-t&4 for 3000 pll COR F-12513 November 15,2024 G V"Msi,paMmetrnm4R�NeTesnNTISMaINCURRED MRexREFERENCE RACE MHR,MI. loWN3e�ORE Far, ,wA Millny a',yym,i wweM gu �� u ww rysH dirry'en amtiwnalwm'ePtrnunl one acsl BMMM CompMowt salary eRom�fim -pue rmmve StMMrelaoMng Oompmeol pour. be-Matle �Om+.' eommWenaom) yts]ss1111M&Mwarnn Jab vss �Tvss TYp Dry PIy g(1 R85361643 DNIT-15 D01 JACK-PARTIALSDPPoRT 2 1 Job RererencGlq ) Builders B.S..u. (Cart ,TX), CartoCbq TX-5006, 630s 26ID24 MRei fidLsO�F's Ix ThU Nw 141450.462024 Pagel ID VuMv YgMHs NHys8XDmn 7FTCWsB7OHg3NSgPWL6 3ulT GMD.7J4 JC'21 ]-1 ]1.0.8 025 12 brain, =1.146 _ Md hd 1 3Fb- 2—�� 3 � I 5 �AI^I . LL�2= u 10 9 8 ] fi 2.vb MRcal 0.8 Plate Ofiuts (XY1 703803-0I50.3A 0.-01 LOADING (psi) S-MNG- 21 U C51. OEFL. In (bc) I= Oil PLATES GRIP TOLL 10DO Plate Grip DOL 1 ad 044 Veri(LL) Na - Na 9Rb MT20 2MY190 TOOL 250 LumMr OOL 1 W BC 011 VeRl Na - he 999 BOLL 00' Rep She's tru Ina NO WE 062 H..(CT) oho ] Na Na BCDL 100 Cade IRCrCVTP12014 MaOk-P Wb ht 41 Ib Flt- 0 LUMBER- BRACING - TOP CHORD 2,4 SP 165OF 15E orat SP No 1 w2W SP SS TOP CHORD Structural wood shearing directly applied or S9-0ocp rind, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 MWSPSS except end vatrcels. WEBS 2x4SP NO3 BOTCHORD Rigid ceiling directly applied w 6-0-0 oc lancing. OTHERS 2x4 SP No 3 REACTIONS. Alltreadngs7VT8 gb)- Max Ho¢ 10=]3(LC 9) MaxuplM Al plMlDDlborlessa,nps)Gexcep1101055(LC2]),]=1143(LC30),8=n44(Lc2]), 9=10V(LC30) Max G2v Mire iom2501borks atjolM(s)6exceptlD=1093(LC34),]=12r5(LC31),8=1256(LC34), 9=114](LC 31) FORCES. (Ip)-Max Conry.RAax.Ten.-All brti5250 (IU)orkss exreplwlren stiwm. TOP CHORD 1-10=1121I1063, l Y 99 95 2 3-527530, 3 118911179, 4-5� 580 BOT CHORD 9-10--63Sepi 8-9-5]1529 ]�]6Y 20 F]-ti`94581 WEBS 47-381217,3»l2S12552-9=51WI8,1-9=14]111516,b]=1701117M NOTES 1) Wnd. ASCE ]-16. Vu 115mpb (15 d gust) Vasil Jtmpb, TCDL=6 0psf, BCDL=6 0ps. h�R, B=45$ L=40R, eav M. Ca[ 11, xp C,Emlos .MWFRS(dlredg aed CLCmler(3)zone,mntlieverle and Mhteposed,endved is Rated M % pxed;C-0 Mr maddmebers atomes 8 MWFLumber RS ro deetud , sdmvq DOL=1 ON plate grip DOL-I UP 2) Truss desgred Mr mad beds Mtineplaneorlbe Vussonly For M1 e¢o tomnd(muralto Net ),see S1MaNIndu,y Gable End Debate as applicable, or consult qualified building designer as per ANSIrtPI 1. 3) Dravida adequate drainage W prevent weler ponfing. 4)Gable reques cabnwas Bottom [M1ord bearim]_ 57 TmssMcerully sneaMed rmm ad orseryrery baced against latemlmwetren[pe.degonalvein). yS: 9S 1, 6) Gable sNds spaced! at 2"d oc / �jaM1�j ]) The buss Ms been desgned r« a l 0 o Red boBom clroN live load nonmrecal with any otBer live bads_ jr;' //� •':il/ 8)-This Was has be desg VMra Ee'mdof 20 opst on the Botom chador an are as wMe a rectangle 380 MR by 2-DO vnde /••••••••••.......... ......0....E wfi M bMween the bottom cMN aM any otlxx meathers_ /MARCOS A. HERNANDEZ., 9) Pmvlce memamwl barecren(by ofers) of buss m beading plate capable m wthstaMlnq Rod lb updh atjmnt(s)6except(1=Ib) . ...........................••. io=1o55.]=11aa. 8-11M 9=1oM113878 '10)dung bads almg lwMmThis trubs he Iran [hardned tlmm 0.00 to]-0oAM WD0 ff plr cer ooL=(i33)Pmte qnp DOLg1a3)connm Wss to resist /111Pp�;: GCENSE�&i 11\Pi.... A.... COR F-12513 November 15,2024 av nbno.�metrna4n��Tesa.res a Lnaanne.serene.eeP.ce.,.,,re., ,durcheUse ,wa �aro Mill�av n1, traog w 9ueance rega title ��rysN dww u a ,y. u oaairy en amtiwnalwm'.Ptrnmvl and acsl bnnding Cop—ar sauly lnfmaaadn—au rmmae SnoMafd,ugoompomnl pamu �Ore+.' eommWenaom) yrs]ss1nllunews— Jab Tn .� �J. Type UNIT-15 N/III Dm02 Ja kCluutl SukM Frslseurte(Ceuu ,Tx), CamoBon, Tx - SD06, 2-1-6 31t-0 2-1-fi 1-T14 21 = I oN PN R8536164d 1a 1 ) Job Reterence/p.-11s0�F" s, Ix Thu Nw 141450.462➢. Page 1 630s 262024 MR ID VuBm ygWHsxc6NNysBM-s IFICW/ 70Hg3NSgP,L6 3ulT GMD.7J4 JC'll S42 ,dra 1314 2-tE 02512 5 rx-1.146 32.4 II 4. = szx4 II LOADING (pst) SPACING- 2-DO Can. CEFI_ In pbc) Well Ud PLAIES GRIP TCLL 10D.0 P6te Gip DOL 1- TC 016 Vedi Tot ] >993 480 MT20 2441190 TCDL 250 Lumcer DOL 1 W SC 019 lord ) T. ] >9YJ 240 BILL 00 Rep Strgs Ina YES WE o30 Hmz(CT) 001 6 Na Ida BCDL 100 Code IRC202VTP12W4 MatrdA WIM(LL) Go 2 >999 240 Weight 45In FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650Ft5Ea2x4SPNo1w2x4SPS5 TOPCHORD SrrcN2l waod sheathing directly applied. except end verhals BOT CHORD 2x4 SP 1650F t5E or2x4 SP No1 a 2W SP SS BOT CHORD Rlgld ceiling directly applied. WEBS 2x4 SP No.3'Except' id 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31 RE cC ours. paxe) 8=05$ 6=M6Tahicel Max H. 8=]3(LC 9) Max UPS 8=59(LC 816 1UTC 9) Max G2v 8=1012(LC 1), 6=1012(LC ¶ FORCES. ON) - Max Condo Max Teo- All faces 250 Uld or rose, except v.Ten showo TOP CHORD 2�1092/J12 3-0=1091/316 BOTCHORD 7�44I8466-]-303I63] WEBS 2�1155 74, ]= 7] , 3-7�OWlW, 4- 4I354, 4fr11421318 NOTES 1) Wind ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsf, BCDL=6 Opsf, h-�f' Ofl; BAST, 1=40ft, eavoi Cat IL Exp C. ErcJoseh, MWFRS phoolarar, add C Contain)zone cantileverled and tight exposed , end veNcel left and Mht ex,ronexi for members and forces 8 MWTRS for reactions shave, LumOer D01=1 Wprate gdp Di 60 2) ProvMe adequate drainage to prevent rater holding 3) That ands has Been designed for a 1D 0 psf bottom tlroN live load nommncmreat with any other live bads_ 4) -This Vass has teen designed bra Ee'red of 20 Opsf on the Isomer chard in ad areas wM e a rectangle 3b0 tall by2-Do vide vie fit BeMmed the Indom cnord add on, other memters_ 5) Red, to Unclogs) for Vass b Wss mmcaens. 6) PmvMe mecharn al connection (by others) of Bass to tea ing plate capable 0f vnoataMing IOD b uplift at pints) 8, 6 ]) Thin truss desgn requires that a minimum of 7116" structural wood sheathing be applied directly to the Top chord and 12" gypsum sneeaock be aWhed the" to Me Wibm chord ^—SE FT F � .�.:.........................1 n. COS A. HERNANDEZ: ....113878 ....;...� 1� �.nFSZ/CENSE'a."*,,% i COR F-12513 November 15,2024 MiTek® Jab OR �1-1—TYpe UNIT-15 QAN Fm01 Flom sunders Fimiswxse(Ceo ,TX), cartaNbn, TX - 5006, 0.1-8 13 N PN R85361645 13 Job ae .. c219pls0ifs, Ix Thu Nav 14145P4T,d. Page 1 63N 262➢24M W.B IB:VUBmdKGV9WHs%c6NNys8XBsnRTFIC'/PSBTOHg3N59PgnL8w3uIT1(bGKNSCBaIJ42JC� Ot 5 =t3fi5 1.311 15x3 II bfi- Sifi- h5- 1.111.1 3x6 FP- 46- Sx6- SF- 1 3 4 5 6 T 8 9 10 11 R a 1I1 f25 ,,,,,4J{{II 2fi I® dd 23 R 2t 24 19 18 17 16 15 4xfi- St6- 3x1➢M18AHSFP- 4x5— ffi— Gala— DS SP= 4x5 = 2-90 1. T-a. I'll. 1. i 1&110 21-1. i 2. 2$0 2L-0 .-d 1. 2dp 290 Plate Oflsets(X Y1 14tEMe.0.1-0I 11801-0Etbel 1190.1-0EMeL 1210-2AE LR50-1A0-1411260-1-8 0.14cl LOADING (psi) SPACING- 2—CSI. OEFL. In (bc) VUefl "d PLATES GRIP TCLL 400 Plate Gnp DOL 1 W TC 081 Ved(LL) -034 19 -7 480 NT20 220N93 TOOL 250 LumMr TOIL 1 DO PC 0% Ven(CT) -064 19 >4W 240 M18AH5 16-162 BCLL 00 Rep She Ina YES WE 0W Hoa(CT) 011 14 rea Ina BCDL 100 CoOe IR=VTP12014 VMMxS Wegnl: 117lb FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or 2W SP SS(flA) TOP CHORD Shuclu2l wood sheathing UlrecVy appllM a&lo oc punlns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No1 or 2W SP SS(flat) 'Ex[epY except end!veacal 144N WDF2400F20Eor2x4SP2400F20Ema4SPDSS(flat) BOTCHORD Rigid ceiling dlreNy applied or 100-0oc Trading, Except. WEBS 2x4 SP No 3(flag 2-2-0oc Mactng2,T 2 REACTIONS. (size) 24=058, 14 5-8 Max G2v 24=159WC 1). 14=159MLC 1) FORCES. UldlMaxConr,Max Teo-Allbrces250 pb)orkssexcaptwlren rhmm. TOPCHORD 2�2663M 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, 7Sb23110 8-� 699N, 9-11�52". 11-12=266M BOTCHORD 2b24-C1529, 22-23�'374420 W526219-20=NW86, 1819=006231,17-18-06007, 1817=0/526 ,1S16=09T45,14-15 1529 WEBS 12-14=-2159N,2-24=-2159N, 12-15�W i6, 2-23 1686111C 160M, 3-23=160&U,1 TTILOU 159, T2-011160 916= lecoo 4-22=1097N, 917 (S49, 4-20=M648, 8-17=591N, 520=591N, 818-15&537, 51Y--1W537 NOTES- 1 7 U balanced Boor uve loads have been cons 1eredlartlds desgn. 2) All plates areMT20 plats unless N ae da, indYa@d_ 3) NI plates are 3x4 MT20 unless o hdmn nMkaled_ 4) The Eabnraion Tolecance aljolM 21=11% comm 5)Reend 2x65Bum]ba[ks, on edge, spaced at 10C 0 M,and fastened to each Buss with 3 Tool (0131"X 3")noila Strolgbacksm te allacled to waled at Mar other enda or restrained by other henna . L OF Ta`�l. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA 6 vemY�d�p.�metrma�4n��Tesn.,Ms�4n���nnen.nexnaeneaeeP.6e.,.,,m.,R�,a�lnnense. MiTek® ny traog 9ueance rega title �x ce',yye„s Su- AwSu .SIT ouaiy'cn amtiwna..nn. ww msFl anJacsla,R,geompo-i,tSn Iy Iaor,dm m�m¢tle fiomM s6oM�elauMog component pamu a�Om+x' eomm�enaom) yIress1nll.ReITa— Jab Tn .� �Tvss Ty" UNIT-15 QANFF002 FLGOR GIRDER DUIIaers Firslsaxee(Cau ,Tx), CamOBon, Tx- 5006, 0.1-8 � 1PN J IUf cG1q� j R85361646 630 sSs�� 6024 MR2ei asO'xS, I— ThU Nav 141450482024 Page l IOVu&nmTYg,NI NHy MmX 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC'/I 1�A1 i aJfB 5$le=t3fi5 7II hfi g 15 FP— 3xs = zw II 3xs II 3x6 II '1 2 3 4 5 6 7 34 8 359 30 29 2B 21 26 ...,cum,FP= ..II 15x3 SP— zxfi 11 3a6 FP- raid gas II sx6 II .6 II 5xp H 2.6 II 3xfi = 1111. 11 12 13 16 15 16 17 18 19 o 25 24 23 22 21 M .11 3x10 M18AH5 FP - Plate Offsets IXY, 110"0ROOM 1190" Robot 125 XTG.Emel 03OLSO E 1R7 C2-12 EOoe1 R903-12 Eme, K20.1A 0081.[330.1b 0 MI LOADING roD SPACING- 2-0U C51. OEFL. I. par VUed Ud PLAWS GRIP TCLL 400 Plom Go, DOL 1 W TO 064 1CMLL) -029 26 IS' 400 MT20 220/193 TOLL 250 Lumber DOL 1 Do BC 079 VeA(CT) -055 26 >468 240 'ISAHS MW162 BCLL 00 Rep Stress Ina NO WE 093 HaE(CT) 008 20 Na No BCDIL 100 Come IR=VTP12014 Mafrh WCUIR 194lb FT=20%E H%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 Far 2W SP SSUEQ TOP CHORD Structural wood sheathing tiredly applied a 5 3oc purllns, BOT CHORD 2x4 SP 1650F 15E or at SP No 1 or 2W SP SSAdQl Em¢pr except am veNeals. 2331,20282W BE 240OF 2 BE or 2x4 SP 24001' 2 OE or 2x4 SP BOTCHORD Rigid ceiling directly applied or 1 DO-0 cc b2cTg DSSAat) WEBS 2x4 SP No 3(fla) REACIDONS. Doe) 31=(T!8, 20 S Max G. 31=2054(LC 1). 20=1913(LC 1) FORCES. go) - Max Compfi .Was, Teo- All ree5less, xce 250 MN) orept v.Ten shown TOP CHORD 2�3944N, 3d=3951N, 4-6 7024/0 G-7=7W4N, 7d=9288N, 59=92B&0, 9-10=96 =, tO11=-vCRVQ 11-12�38&0, 12-13=-83800, 1Y15---64 m, 15-16�435N, 16-17=J653N, 1748=-=A HOT CHORD 3031-02147, 293=015605272' 0/8247,26-27=0/56232&26=0/9628,2425,0/9090, P 24 W,196, 21-22=015159, 20-21=011993 WEBS 1620=2687N,2-31=-2896/0,1021=&2329,2309Q528,16-21=2W4N, 430=2244/ , l6 22-0/1762, 4-29=0/1959,1322--1466N, 7-29=1690N,13-24=&1205 7-2711480, 8-27=599N,11-24=-1039/O, 9-27�953Z 11-25-0/112$ 426�7rN, 1025,41AD 1NOTES- pal ;10 1) UnbalanceJfloor We bads have Ceep constleretl forthls Jesgn. 2) All plates are MRO pMtes unless othetw¢e InOvafeO. _�� \\ 3) All plates are 6s8 MT20 woes, oNmwlse IMkated! OF \\I 4)TheF tandlon Tolerance atjolm28-11% pS,,.......,Ffi 11 5)Recommend2x sbo Mck.onege,spsNa1"0 ocaWl en HtoeachtmsswMN 1W(0131'%3')nal6 i yt:• •4S 1) Strmgbacks to be aVacled to walls at Mar order reas or hationam by other mean � 6) Targets) or other mlmeclun desire(s) shall be provltled sulAcentto support concentrated Faults) 25911, clown at 7-88, am 645 �f �7 •; �/� Ib down al 92-12 on top chod The dngn/seletlron of such mmre[Mn dev¢e(s) is the responsFAM1y N others. ........................ t3 7) 1a Me LOAD CAS ES) second, roads applied to me race of the Ross are noted as from(F) or baa(B) /MARCOS A. HERNANDEZ., Loco cASE(s) slaa' /1 QQy 113878 1)Dead+Unifforrinoursp,(balanced): Lumber Increase=100, Plate hrcfease=l M) 'It 0,�;:</CENSE�'\1� ' Vert 20a1---20,1-19-13B 11, SS/ONAIE�G`� Concentrated Leads go) Ved: M- TA E) 35-ti`92(m COR F-12513 November 15,2024 Aeo 6 V"t-9npauimetrma,it READ NTestriTh INCTUean.nexREFERENCERACENIH,,m..1R2Ad,elannene, MiTek® �aro ny traog ww m%vmn> wweM ouaiuren amtiwnalmn'.Ptrnwgl u aneaeslm,a,gC,,poneMSoRuI s,odm �pue rmmve S6oM�etauMog component pamu 9ueance rega title �e msn .,s]ss3nlluRews �Ovw+.' eommcenenaom) Jab vss �Tvss Tym UNIT-15 F02A FLOOR GIRDER Bull Belsaxee(Car ,TX), CemoCbn, TX- 5006, 0.1-8 1PN J IUf Ss��MIT ) R8536164] Job Oi MI c219pIs0�F's,Ix Thu Nw Pt Ti So..,E. Pale1 630s 26ID24MWsB IOVu&nmTYgaNlk%WNNysBXBSM]FIC'/PSBTOHg3N3gPgnL6W3uIT1(bGKN5CBmIJ42JC'/f 1�A1 i aJfB 5$le=t3fi5 osl2M18a15- 2i6 . II Lfi 3a6 FP= 3xfi= ASH Glo= 3xfi Ore 1 2 3 4 ' S T 8 9 b 29 2B 27 26 .12= 300MMONU FP= w 3xt0M18rJISSP= Wo M18a15 - 2.6 II Mfi w FP= 2zti 1[fi 2. g 3xfi = 18 11 V 13 14 15 16 17 1. 19 33 2s z4 23 22 21 56 UIDMUdgm FP= t 5a SP= z 48 vae Plate Ofiuts(XYJ— 1903-0Edges[t00.'1-0,0 l,[19&3-0,EOgel,[22 2$Edgel,[2402-0,Edge],[25a30,Edge],r2603-OEdW],[29"-0 .EdW],[300.5-O.Edge], �31 Edee 0 TOI. M2 0 t-88-081. 1330 I- 04O81 LOADING lag SPACING- 2-Do CST. oil n (mc) 11 1 PLATES GRIP TCLL 400 Plate Go, DOL t W TO 073 vmgLL) -035 26 N26 480 MT2➢ 22N193 TCOL 250 Lumber OOL 1 W BC 082 VeR(CT) -06T 26 >3&9 240 MISAHS 16WIU BOLL 0 0 Rep Somas ma Ina NO WE 097 H«](CT) 0.11 20 Na Na BCDL t00 Cook,IRC2021RP12014 Ma0d5 Well 20311, FT=20%F, II%E LUMBER- BRACING- TOPCHORD 2m SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(flat) TOP CHORD Structural wand alcohol directly applied or-0oc Wdlns BOTCHORD 2x4 OF 240OF 2 OF or 2W SP 2400F 2 OF a 2x4 SP DSSgIaG) Except' except end vent 20,2312W SP 165OF 15E or 2.4 SP No or 2x4 SP SSUat) HOT CHORD Rigid ceiling directly applied a 1 MD oc dear, WEBS 2x4 SP No 3(flat) REACIBONS. Doe) 20=658, 31,058 Max G. 20=2099(LC 1). 31=37BWLC 1) FORCES. go) - Max Comp MlaxTen - All Races 250(N) or F s except vT.en snovm_ TOP CHORD 2d 7!etlN. 3d=7553N. 4—llaKV0. &]=11490(0 7T-11767N. &9=117600 9-10=i128]N,1&11=-11287M.11-12=9560N, 12-13=956N01&15=T219/0, 1546=721910, t&9=-001SN, 17-18=A03710 BOT CHORD 3031=0/4o26, 283 11056,2]-28�/i lCm. 25-2T�/11287, 25261/11287, 2425=0/10476, 22-24-OM472, 21-22xv950, 21T211 195 WEBS 1&20=2961N, 231=5435/01&21=012592,23 4951,16-21=2314N, 430--tT54/6, 1&22 00029, 4 28=IX60D TT2Y 1729N, 7-28=32VT 13-24=0/14T1, &2T�51/$ i1 24 IMCJO, 9-27=0/1140. 1i-25=N1498 426—ITDT 1&25=-59M NOIEs 1) OnOalanced floor We leads flame been considered for this design 2) All plates are pant¢ nnks rese Indicated 3All pates am too MUD mmated `` \T\F 4)The don Tolerance al L29-11%,pnd2_ F l E 5) Recommend 2x65on age, spaceda1"00ocamdmsteneach Ross mnN 3-101 (0131'X3)nal5. ..O. x '9% sd«gbaal3mceattalTOwns aten order ends «rest2med by other means 11 i ,'•• .. I LOAD C115E(s) Standard• * �. 1) red Door am, (balanced) Lumber Increase=l 00, Plate In amal OR %• • •••••.................: rnd«m Louis Ung �MARCOS A. HERNANDEZ Vert 2031=-20,1-19=130 •••••••••••......••••••••••p•••• Coman ral Loads (to)fl Von 4=z693 1,13 8 78 f. Pam'•. COR F-12513 November 15,2024 ,wA n m nlpnp.�metrman6n�anTesn. res nlan«n.nexnereneaaeP.ne.,.,,m.,,aeFnneuse �aro MiTek® ny traog aa 9uece regatitle e � u i e,. isouaren v oww aneaCSlIh, eComponemSomyImo,ao mrC5111ll.uc.a Jab 3 �I l— TYpe DNIT-15 3 Flom Binders Firslsaxee(CarlTX), CartaNbn, TX - 5006, 0. 1. 11 1sx3 11 1 2 3 4 1 V%�,/N 14 13 12 2-TH A PMte Olfsels (XYl- 110.1A EUx1 H20.1d E6ael H50.1�0.1�1 LOADING (psi) SPACING- 2 SO CSI. TELL 400 Plate Grip DOL 1 TOTC 032 TCDL 2s0 wmMr DOL 1 W BC � 04s BCLL 00 Rep SM2 Ina YES WE 035 BCDL 100 Code IR=VTP12014 Mari LDMBER- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) BOTCHORD 2x4SP1650F15ENt SPNo1 awsPS8(fla1) WEBS 2x4 SP No 3(flag REACTION£ (sae) l4 IJoaadcaI,9-0-58 Max G. 14=908(IL 1). _ ... MLC 1) C" JP" J IUf 53�� ) US-3 648 Job RetM c219 iIs ''s, Ix Thu Nav Pt Tt.4P der Page 1 638s 26ID24M ID Vu&nd•TYgaNtk%WNNysBXBSMTFICWsB'/PSBTOHg3N39PgnL6W3uIT1(bGKN5CBaIJ4zJ1CRJf 1. 0.r1 ... -I Ma 1 Sa t SXf �� 3xfi= fi T H 1s 11 m 3Kfi - 6t, 2-3d 11-H 2A0 DEFL. In (bc) VUeB " PLATES GRIP Von(LL) -00610.11 >959 480 MT20 244/i9) VoMCT) -010 10.11 >999 240 roa(CT) 003 9 do Na Wegbt 6611, FT=20%E 11%E BRACING - TOP CHORD Structural dsheathing threat app11M a 6-0.0 oc purilns, exceptand vothral BOTCHORD Rigid ceiling directly appllefl a l OO-0 cc bmcl, FORCES. (Ib) - Max Comp Wax.Ted -AII Porce5250 (10) or less except widen sham_ TOPCHORD 2�130rnO, 3-0=19 V0.4 fr 1970/056=1970N,&7=1330/0 BOTCHORD 1ST4=0B06, 12-13 1753, fl-02-011970, 10.11-0fl768, 31G M37 WEBS T-9=1181N, 2-1C 1167N, 71O,W1 S 2-13-W". &I0=651I0, 3-13 !VT 6-11=(N MT &12-W476, 412= !JM NOTES 1)Onba wn dflmrthebatsnavebeenconsvlere0Mathisaesgn. 2). rpRms are 3x4 MT20 unless offromee INicated_ 3) Reter In glydegs) for Wss to buss connections 4)Rerommend 2x6m ,backs, on edge, spacer at 1"0 oc armfaaened to each Miss add 3-100(0131-X W)naes Stro,backs to be atatt dto walls at Mar outer ends a datmined by order meam 5) CARTON, Do act erect bass backwaos n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 kea fi v �p p.�metrna4n��Tesn. des n nan.nexnerene.eeP.fie.,.,,re., 3e�nnense. �aro MiTek® ny traog a',yye„s wweM 9ueance rega title �� u ww msFl ouaiy'cn amtiwnalmm'ePtrnunl di acne acsl aulNmp comvonem serery lmonmfion m�m¢tle fiomae snoM�elauMOmcomponent pamu �Om+e' eomm�nenaom) Tss35Tllu 1 Jab ITn .� �om Tmss Ty" UNIT-15 N/III FF004 Fl BuildersFirslsaxee(Ceoo ,TX), Ca-#dn, TX- 5006, 0. 15x3 II I5a 11 1 2 3 a 13 12 2-TA 2_]A Plate Offsets B`Yl— 11"T' EUce111201 N Edael U50.1�T151 LGFGING OSD SPFC.No 2 M CSI. TELL 400 P6te Grip DOL 1 EdTC 032 TCDL 250 wmMr DOL 1 W BC 045 BOLL 00 Rep Stru Ina YES WE 035 BCDL 100 Cade IRC2021RPI2014 MabdkS LUMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp No1w2WSP SS(flA) BOTCHORD 2x4SP1650F15E.=SPNd w2WSPSS(Ral) WEBS 2x4 SP No 3gal) REACnoxS. (.c) 14=0.4$? I Ret ere /p'11p j.x R85ge 1649 P b➢4MU IB:VUBmdKGY9WHs%c6NNysBXBSMTFIC'MSBTOHg3N39PgnL6W3uIT1(bGKN5CBaIJ42J1CR�f 11. 0.r1 ... -I20fi 1 Sa t SXf �� 3y5= 6 T H 15 n t6 3Kfi - 968 12-. 611-0 2A0 GEFL. In (bc) VdeB " PLIOES GRIP Von(LL) -00610.11 >959 -a MT20 244/i90 VoU(CT) -010 10.11 >999 24. Hoa(CT) 003 9 Na Na Weld %1b Fr=20%E11%E BRACING - TOP CHORD Slmauml wood sheaNing directly applied w 6-0.0 oc purllns, except am veNmals. BOTCHORO Rigid ceiling dimay applied w 1 M 0 cc loading Max G. 14=908(LC 1). 9�900(LC 1) FORCES. pb)-Max Comp.Mlax.Ten--All Porce 2500b)orl exceptwlre oenn_ TOP CHORD 21-13WN, 3 197m8, 4 5=197WOO Sb WON, 6-0=13Mar) BOT CHORD 13-14=0B06,12-13 1753, fl-02-0119T0,10.11-0/iT6$ 3l0.M3T WEBS ]-9=1181N, 2-14=i16]N, ]-10=M33, 2-13=0(I44, F10=651I0, 3-13�i651o, 6111M60 342=0(476, 412=25M NOTES 1) Unbalancedfloor WebadsbarebeenconsS'J brtMsdesgn. 2) A6 rda&s are 3x4 MT20 Tabs oNemee 1Martal 3) Recommend 2x6 stroMbacmrea1 , on edge, spad 1" 0 oc and fastened to each Voss wan 3-10d (0131' X W) naes StrolgbarMWbe attached M walls al NetiroNere wrest2lned by oNermealN 4) CAUTION, Do not erect buss backwards. ' ySPtE OFTFx9s 11 i+i � `•:1 /MARCOS A. HERNANDEZ /fi..., 113878 11�`SS/ONAIE��'�J COR F-12513 November 15,2024 Aea 6 v did p.�metrna4n��Tesn. res n nnen.nexnereneaeeP.6e.,.,,re., ,a nneuse. MiTek® ny traog ww ce',yye„s wweM ouaiy'en tiwnalmm'.Ptrnunl n ane acsl aulNmp comvonem serery lmonmfion m�m¢tle fiomae SnoM�elauMog component pamu 9ueance.,oc e.m msnamR Tssenllunewsmn Ore+.' eomm�enaom) Jab ers 5 F0 ONIT-15 N/III FmO BuildFlrsl3aace(Caua,TX), 111. T Type Iry PN R85361650 Flom 4 1 Ca-#dn, TX-5006, 630s 262024 MReKiKd150iASIx ThU Nw 141450.492➢24 Pagel IOVuBm YgWHS NHys8XBSM7FI sB7*Hg3NSgPWL6 3ulT GMN DC TJ4 JC'/I �L4� 0.1R 3®18'1=t289 ISo II 4u= TIC II ]JJ 1 1 3 4 5 1 18 17 16 15 4v5 - 1ffi3 II 1$611 4e5= &6= 6 ] 8 9 18 14 13 a N - Ya= 27A 5-13 111. 1bi8 3]8 2L-0 fi9-0 2L-0 Plate OfisetslXYl- 140ATEticel 115GASEdoel 119GA8,T151 LOADING (psi) SPACING- 2-0O CSI. GEPL. 1n (bc) Died Ud TCLL 400 P6te Grip OOL 1 W TC 045 veBLL) -015 14 >999 480 TCDL 2s0 wmMr DOL 100 DC 075 veA(cT) 14 >710 240 BCLIL o0 Rep Stru Ina YES WE 059 H.ACT) 007 11 Na Na BCDL 100 CnOe IR=VTP12014 MatorS LUMBER- BBACIBG- TOPCHORD 2,,4 SP 165OF 1.5E or 2x4 SP No1w2WSP SS(BA) TOP CHORD BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 w2WSPSS(flag WEBS 2x4 SP No 3gag BOTCHORD REACTIONS. (sae) 18=Mcc1iadcaI,11=05-8 Max GdW 18=1270(LC R, H--1262(LC 1) FORCES. IS) - Max Corn Max. Ten -al lorce5250 Bid) or less except wlren C mvrt TOP CHORD 25 1985N, 3-0=324&0, 4 5- WHAT 56=388,Vo &7- 388M0, 7�00, 8-9=202fe0 BOT CHORD 17-18=0/1145,16-17-0/2774, 1S16=W367714401 ST 1114-013691, 12-13-02BO6, WEBS 9-01=168=,2-18=165&0,912-07= /1237,2-10/124%&12=-1161N,&17-117M, 8-139/693, 116=W705, 7-13 624N, 4-16--fi l&D. ]-14=23/547, 4-15 Rk26 5-15=287N, &14=279N 17-1. 2nd PLATES GRIP MT20 244/190 Weght 9111, FT=20%F, 11%E SNxlu21w dsheaNing directly applied or6S-0 oc purilns, except end veNcals. Rigid ceiling dimay applied w 1M 0 cc anci g NOTES- 1)OnOalmadfloorWebadsha Coencon ere 1mtM des n. 2) AS p6Rs are Y4 W20 caM oNenve:e indicated. 3)Reter In gideolfar Buss to tmss connections 4)Recommend 2tt65trmgracks, on edge, spaced at 1 " 0 oc and taste m to each trues vnN 310d(o 131-X 3')ral Stron30aG to Be auacled to walls at Net order ands a rest2lned by alter meals. 5) CAUTION, Do noteral to C 2rds. \\`, n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA � vemy�9�p.�metrna�4n��Tesn.,res�Nn��Lanen.nexnaeneaee9.�e.7.7,re.,�m,eannease. MiTek® ny traog ce',yye„s wO a 9ueance rega title �� u ww msFlam ouaiy'en tiwna..nnunl tine acsl6olNm9 comvonem serery lmonmfion �pue rmmve s6oM�elauMog component pamu �Om+e' eomm�enaom) y1s ]ss35]llunewsmn Jab mss �Tmss Type Dry PIy Bl' )) R85361651 UNIT-15 F06 Flom 1 1 Jub 14.1—celg0)sUi l ThU Nw 141450502➢24 Page l Builders Hrsl3eurce(Cart ,TX), Cartotlbn, TX - 5006, 630s 262➢24 MReeii fifiddLL IOVu&nmTYg.NI NHysMmU 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'tI 115x3 <i L3 1 3®n =1Y02 8 ICY 1 3x6 = LOADING (psi) SPACING- 2" Call TELL 400 Plate Gnp DOL 1 W TC 010 TCDL 250 wmMr DOL 1 W BC 0do BCLL 00 Rep Sde Ina YES WE o08 BCDL 100 Code IRC2021RPI2014 Mate, LDMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp No1w2WSP SS(0A) BOT CHORD 2x4 SP 1650F 15E N4 SP Nd w 2x4 SP SS(flag WEBS 2x4 SP No 3(flag REACTION£ (sae) 0=05$ 5=MESTanlcel Max G. 0=309(LC IT. 309(LC 1) FORCES. (Ih) - Max Comp Was Ten - /ill forces 250(10) or less except when Crown WEBS 3�a1NO2a349m NOTES- 1)OnhaancedflwrweMadshavebeenco ere 1orthmdesgn. 2) Re1er 0 glNer(s)Tor driers W loss mn2c0ans 3)Recommend 2x65domgbar"S, on age, spaced at 1" 0 oe and fastened! to each ME a S on,backs to he a0achto walls 9Ned other ends a restmina by other means 143 6 5 LI = 431 4 3o DEFL. n "a" Vtlefl rad PLATES GRIP Ved(LL) T Ed] >9Yl E80 W20 2MY190 ver, 1, -0 oa T >999 240 Hm(CT) T00 5 Na Na Weght 2511, FT=20%F, I I % E BRACIRG- TOPCHORD SNx1u21 wmd sheathing dheclly appiCS dv�C ac pudlns, except eM vernal BOTCHORD Rigid ceiling dlreay applied or 1 M 0cc Trading 3-1NET IN 131-X3")na15 YR . VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jab Tn« Type Dry PIy R85361652 UNIT-15 FO] �Tmss Flow Gitlx 1 1 BuiMers Firsl3wxce (Carta N/m ,TX), CartoObq TX- 5006, Bl' jj Jub Reference/pnl,BU1 Ix Thu Nw 141450502➢24 Pagel 630s 26ID24MR IDV.ftm Yg,NI NHysBXUsnR7FI .B7OHN3NSgP,L8w3ulT GMD.7J42JCW 115x3 2 9 3 3xG= <i L3 11 3®n =1Y02 t n311 Isx311 8 1 6 5 3x6= L = 431 4 TO LOADING (pal) SPACING- 2-0U C51. GEFL. In (bc) lMefl Ud PLAiMS GRIP TELL 400 Plate Gnp DOL 1 W TC -- Ved(LL) T 6 >9Yl E80 W20 22w190 TCDL 250 Lumber TELL1 W BC 025 Ved(CT) -002 6 >993 240 BOLL 00 Rep Stress Ina NO WE 023 Hm(CT) TOO 5 Na Na POOL 100 Code IRC2021RP12014 VISMAS Weight 251b FT=20%E tt%E LUMBER- BRACING- TOPCHORD 2x4DF2400F20Eora4SP24WF2OEor2 SPDSSMfl ) TOP CHORD Structural wood sheathing dlreM applies dv4 Cac pudlns, BOT CHORD 2x4 SP 1650F t5E or2x4 SP No 1 w 2W SP SS(0ag except and veNcels. WEBS 2x4 SP No 3(0ag'ExcepP BOTCHORD Rigid ceiling directly applied w l TO cc brachg 14.4-5. 2x4 SP 1050F 1 OF w2W SP No 1 or 2x4 SP SSUab REACTIONS. Daze) B-T5.5=MaLanlcel Max G2v 8=6]5(LC 1), Sn2(LC 1) FORCES. dd-Max ComplM. Tort -All faces 250 BID) or ess except Wan shmm. TOPCHORD 2�664) BOTCHORO ]Sw666, 6-I=w666, 5b=0K£6 WEBS 35=941M. 2-8= dffl NOTES- 1 ) Untalancedfloor Webadshatebeenconsvl frthlsde n 2) ReRr f,Islets) fr Wss f truss mnmeacm,. 3) Recommend 2x6 sbongbacarea1 , on edge, spaced 1" 0 oc and hatched to each Loss wth 3-10d (0131' X W) nal6 . StrotgbarM e attached 0 walls al Br other ends w restrained by other me, er Or b 4) Harger(s) or other ct other nneion device(s) shall bp e wes ldsuRcent to support conceM2ted bes(s) I951b down at 2-SO on top chord. The deslgroserectlan of such connection device(s)m e(s) ca Me sponslNMaf y others 5) In the LOAD CASE(S) serban, bads applied 10 Me face of the truss are notes as tmnt (F) or beck (B) LOAOCASE(S) Standard 1) Dead+Floor tm (balanced) Lumber larded se=t00 Plate Increase-1 00 Undoml Loads(pl0 J Von 520,1-0=-130 Codargales Leads NO Ved 9=-T/8(m n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 As-,I-ac is aalpa utI.,se Mill h.�m�t p evom° enm t-H IreollalMneKe=— Jab vss ,�Tvss Ty" UNIT-15 FOB FLOOR GIRDER Builders Em,, urte(C— ,TX), Carman TX- 5006, 1. pry P Ra5361653 30s 2024 MR 1 1 Job Reference/p.�11idVIx Thu Nav Pt Ja Rd5g,d. Pagel 626 IOVUBm�YgW Hs%c6NNysBXBsnR7FiC'MSB7OHg3N5gPgnL6W3uIT1(bGKN5CBaIJ42JC'Jf l� 9ra1e: 310'=1' 3xfi Txa= An Gs zxa 7.Jt= �a 1 13 2 1C 3 15 4 5 a to T j 2\` Cx12 i1 10 95� V \I axfi = 15a3 II V \I dx12 = a]< LOADING (psg SPACING- 2-0U C51. GEFL. In dec) Vdefl Ud REAMS GRIP TELL 400 LIST, GOP DOL 1 W TC ORR Ved(Ly -004 t0 >9YJ 400 W20 2201190 TOOL 250 Lumber OOL iW BC O55 VSMDT) -0W 10 >S. 240 BOLL 00 Rep Stru Ina NO WE 053 roa(CT) G04 8 Na Na POLL 100 Code IR=VTP12O14 Maim-P Weight 75lb FT=205sE tt%E LUMBER- BRACING- TOPCHORD 2z45P 1650Fi5E Brat SP No1w2WSPSS(flat) TOP CHORD Structural wood sheathing breath, appllM w6-0-0 oc pudlns, BOTCHORD 2x40F240oF20E or 2x4SP24CUF2OEor2x4SPDSS(flat) except and veNcels. WEBS 2x4 SP No3(flag'ExcepP BOTCHORD Rigid ceiling directly applied w l TO cc braCTg 1-12.7 8. 2.4 SP 1650F 15E or 2x4 SP No t or 2X4 SP SSgal) REACl10NS. (.a) 12=038, 8=D3-8 Max Grav 12--2813(LC 1).8=32MRO 1) FORCES. (Ito) - Max ComplMfit Teo -All forces 250 pbLale,aexcepl wlren sbmvn. TOPCHORD 78 07/023­4210113,3-0=-0239N,45=-0316'O, 5fY42800 BOTCHORD 11-12- 2767, t0-11�/4919, 9-10=0I4919, &Y-02]2] WEBS 2-12­3JZW0, 2-119 078, 341�(&0, 4-11=9ScS 68=3TION, 63 35 59=1055N. 4-Y With NOTES- 1) Recommend 2xG strom]mcks, on Mge, spaced at 1"0 u,, add fastened h t0 eaRuss, vath 3-MIT(0l6 131' X 3') na S rdgbacks to be allacbed to walls al Nell ont, ends or resbalned by BlMr means. 2) Matter(s) or Ma connttWn devke(s) shall be pmvlded suNcatd to soppal mncmt2ted tourist 2m Ito down at 0-74, 1140lb Stand at 1-104, 1140 b ilmn al &ID4, and 1140 N down at 5104, and 1165 ®tlown at 7104on NpchoN_ The desgnlsel c40n of such connection devlcrOR Is Me despOnsbAlty crothas 3) In the LOAD CASES) section, ands applied to Me face of the buss are noted as dead F) or ma (B) ;• LGIUDCA 1) Dead+Floorrem, dalanced) Lumber increase=1 00 PROM Increase-1 o0 TF•Y undoml Land! s OR) PSE• �1 CBncenbaled Leads NO) / T T Vert 5=-1140(Bt 13=208(1`)14=114o(B)15=-114MER 16=1165(B) /+; ?. /MARCOS A. HERNANDEZ ...... - .38.7- .....:.... 1 1...•. 3878 i... 1 COR F-12513 November 15,2024 ,w4 ntono.�m.trnan4n��Tesn.res nacennennnexnereneaeeP.—bear, �aro MiTek® ny 9ueanbe—stle�x m%vmn> wnUT u ww rysN oa,,y'cn amtiwnalmm'.Ptrnwgl and acsl B,,W,,g Co s—ia surely lnrom,fim �p rmmve stuaofeamngcomp .,pain. �Om+.' eomm�enaomt yInTss3511I.nGUs— Jab Tn« �Tvss Type Dry PIy QANm Bl' )) R8536165d UNIT-15 F09 Flom 1 1 Jub 14.1—celg0)sU, Iz Thu Nw id 1450512➢26 Page 1 Builders Flrsl3axce(Cart ,TX), Cartatlbn, TX- 5006, 630s 262a4.., ➢24 MReeii fifiddLL ID Vu&n�Yg,NIk NHy MmX 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'dl rTa = �5 n 1-3L , 1t�1�r 3xa= 4IL3 s®ld=rtaz 9 LOADING (psi) SPACING- 2-0U C51. TELL 400 Plate Go, DOL 1 W TC 011 TCDL 250 wmMr DOL 1 W BC OD3 BCLL 00 Rep Sdo Ina YES WE 007 BCDL 100 Code IRC2021RPI2014 Moral LDMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp No1w2WSP SS(0A) BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag WEBS 2x4 SP No 3gat) REACTIONS. (size) 5=MSI¢neai,✓,T5 Max G. 5=305(LE IT 8=297(LC 1) FORCES. pa, - Max Comp Mlax.Ten -Aff does 250(10) or less except when shown WEBS 3S- 1002�301N NOTES- i)UnhaaneedfloorWeleadshavebeenco ere 1orthmdeegn. 2) Refer 0 glNerts)Tor doors to loss mmecW s 3)Rearroend 2xfi sM Jbad", on age, spaced at 1"0 or and taste dto each ME S danpa0. to he 30acha to walls 9Ned Under ends a restmina driverb)driverm r eans E) CAUTION, Do haterect Wss hack UBS 15x3 11 6 5 LI = 431 4 3o DEFL. n "a" Vtlefl "d PLATES GRIP Ved(LL) -0 Ed] >9Yl d80 W20 2MY190 VEU(CT) ,U T >999 240 Hm(CT) T00 5 Na Na Weght 27I1, FT=20%F, II%E BRACIRG- TOPCHORD SNx1u21 wmd sheaNing directly appiCS dv�C ac pudlns, except end veNcels. BOTCHORD Rigid ceiling dlreay applied or 1 M 0 cc Trading 3-100 IN 131-X 3") nal5 YR . VV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 MiTek® Jab to �1-1—Type UNIT-15 Flo Flom Sunders Fimiswxee(Ceo ,Tx), cartaNbn, TX- 5006, 0.1-8 N PN s� R85361655 fl 1 ) Job ae ., c219pls0ifs, Ix Thu Nav 1, Br.'I der Page 1 63as 26ID24M IOVu&nmTYg,NIk%WNNysBXBSMTFICW.B'/PSBTOHg3N5gPgnL8w3uIT1(bGKNSCBaIJ42JC� LPi Ot 5 =t3fi5 1.311 15x3 II bfi- Sifi- h5- 1.111.11 3x6 FP- 46- Sx6- SF= 1 3 4 5 6 T 8 9 10 11 R a 1I1 f25 ,,,,,4J{{II 2fi I® dd 23 22 2t 24 19 18 17 16 15 4xfi- St6- 3x10M18AHSFP- 4x5- ffi- Gala- DS SP= 4x5 = 2-90 1. T-a. I'll. 1. i 1&11L 21-1. i 28p 2TT 2L-0 .-d 1. 2dp 290 Plate Oflsets(XYl- 14£Me.0.1-0I 1180.1-0Etbe11190.1-0EUae1J210-2AE LR50-tA0-tA11260-0-8 0.1A1 LOADING (psi) SPACING- 2-0O CSI. OEFL. In (bc) VUefl "d PLATES GRIP TCLL 400 Plate Gnp DOL 1 W TC 081 Ved(Ly -031 t9 >TW 480 MT20 220N93 TOOL 250 LumMr TOIL 1 W BC 0% Ven(CT) -064 19 >4W 240 Mt8AH5 i6-162 BCLL 00 Rep Stru Ina YES WE 0W Hoa(CT) 011 14 Na Ina BCOL 100 Code IRC2021RP12014 Ma1rhS Wegni: ii]IS Fi=20%E tt%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 15E or a4 SP No 1 or 2W SP SS(flA) TOP CHORD Shuclu2l wood sheathing UlrecVy applied a&lo oc punlns, BOTCHORD 2x4 SP 1650F 15E or a4 SP No 1 or 2W SP SS(flal)'Exr¢pY except eM veNrals. 144N WDF2400F20Eor2x4SP2400F20Ema4SPDSS(flat) BOTCHORD Rigid ceiling dlreNy applied or 1"T cc Trading, Except. WEBS a4 SP No 3(flag 2-2-0oc bacing. 2,T 2 REACTIONS. (size) 24=058, 14 5d Max G2v 24=159WC 1). W159MLC 1) FORCES. UldlMaxConr,Mho Teo-Allbrces250 ph)orkssexceplwlren rhmm. TOPCHORD 2�2663M 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, 7Sb23110 8-9 699N, 9-fl1�52". 11-12=266M BOTCHORD 2b24=0/1529, 22-23�'374420- W526219-20=NW816, 1819- 6231,T]-18-W6WT, 1817=0/526 ,1S16=09T45,14-15 1529 WEBS 12-14=-2159N, 2-24=-21SVT42-15�W i6, 2-23 1686, 111C 160M, 3-23=160&U,1 TTILOU 159, T2-011160, 916= lecoo 4-22=10 711T 91] W&49, 4-201 48, 8-1]=591N, 520=591AT 818ti1581537, 549--1W537 NOTES- 1 7 U balanced Boor uve loads nave heed cons 1eredlartlds desgn. 2) All plates areMT20 plalg unless N ae da, indicated_ 3) NI plates are 3x4 MT20 unlss eoffddm a nMkated_ 4) The Eahnraion Tolecance aljolM 21=11% com 5)Remend 2x65Bum]Ca[ks, on edge, spaced at 10C 0 M,and fastened to each Buss with 3 Tool (0131"X 3")nds Strolgbacks to te attached to waled at Mar polar enda or restrained by other health n.. COS A. HERNANDEZ .......................... 113878 -*. COR F-12513 November 15,2024 k.ohn. v dip p.�metrma 4n��Tesp. Ms p po p.nexnaeneaeeP.6e.,.,,m.,,a�pnepse MiTek® ny traog ce',yye„s wweM 9ueance rega title �x u ww msFl ouaiy'cn amtiwnalmm'ePtrnunl .,m eenaom) Oc.B a anJacsla,R,geomponeMSnoIyI oor,dm �pue rmmve s6oM�elauMog component pamu yIress1nll.ReITa— Jab « �19— TYpe DNIT-15 1 Flom Builders Brsls—(CarlTX), CarraNbn, TX - 5006, 13. C" 1PN J IUf 531 ) US-3 656 Job Re ., c219pls�ifs, Ix Thu Nav M la.'I2➢er Page 1 63N 262➢24MW.B ID V u&nmTYg,NIk%W NNysBXBSMTFIC'/PSBTOHg3N3gPgnL8w3uIT1(bGKNSCBdIJ42JCW 1da UH8 ..-1203 1m II 3x6 - 8 29-0 648 2-9-0 PlateOffsets lXYl- 11 Edce 0.15I ft10.15 EdceL Fl20.1�Earned R50.150.1A LOAOIRG (psi) SPFCIRG. 21 CSI. OEFL. In (bc) lMefl Ud PLAIES GRIP TOLL 400 P6te Gnp DOL 1 W TC 029 Vat(LL) T 2-13 >9YJ Ma MIT20 2"190 TOOL 250 Larder DOL 1 W BC 042 Ved(CT) -010 t2-13 >993 240 BOLL 00 Rep Sde Ina YES W8 035 TOO(CT) 003 9 Na Na BCDL 100 Code IRC202iRP12014 MatarS WegIR 681b FT=20%F, N%E LUMBER- BRACIRG- TOPCHORD 2z4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) TOP CHORD Strnudil wood sfleaNing dlreM applied w6-0-0 oc pudlns, BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 w 2W SP SS(Ral) except eM veNals. WEBS 2x4 SP No 3g1al) BOTCHORD Rigid ceiling dlreay applied w l OO-0 cc Trading REACnoxS. (.c) 14=0.4$?-0 B Max G. 14=903(LC IT 9=895(LC 1) FORCES. IS) - Max CorpMax. Ten -AII force5250 old or less except widen sbmm_ TOP CHORD 25 132ZU, 3 19520, 4-5= 95210 56=1952N, 6-7=1321N BOTCHORD 1ST4=0B33,12-13 1755 11-02-011952, 10.1 I-0/P5B, 3IG M32 WEBS T-9=t17"2-14=t 17M.7-10=LV12T, 2-13=01T26, 610=64NO3-13 UVD, 6-111448. Y12=0M48 NOTES 1) OnOalwadfloorN bads HavebeenconsideredbrtMsde n 2) A61tla&s are 3x4 MT20 wless oNe.nee INcartal 3) Recommend 2x6 stroMbaca, on edge, spaced a11" 0 oc and fastened to each truss wan 3-t0tl (0131' X W) naes Strolgbatl3 to 0e allacNed to walls al Marorder e orrest2lned 0y oNermealN 4) CAU ION, Do not erecNmss 0ackwards. MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 � ve ny o.�metrna 4n��Tesa. des a ao a.ne.nerene.eeP. e.,.,,re., ,a�anease. = Mill ny traog a',yye„s .wade 9ueance rega title �� u ww msFlam dn,,y'cn tiwna..nnunl tine acsl aulNma comvonem serery lmonmfion m�m¢tle fiomae snoM�elauMog component pamu eum puxw eommOnenaom) y1s Tss35]lluRews Jab « UNIT-15ers N/III Fm12 BuildFlrsl3aace(Caua ,TX), �T, T Ty pe PN R8536165] Fl m 4 p j Ca -Afton, TX-5006, 630s 262024 MReKiKdLsOiAS,Ix ThU Nw 141450522➢24 Pagel ID Vu&nmTYguNIk NHysBM-S 7FI .B7OHg3NS9P,L6 3ulT GMD.7J4 JC'/I �dB� 6H8 ® =t284 as o 1 2 28 19 18 17 1. 3d1- 3x10M18AH5 FP- 4x5 = 1 sx3 II 143 3a5 FP- 4xa 6 T 8 9 10 11 21im 15 14 13 4%5- 3vb- 2-9U lfL 11-168 111B 2-9T 2Ta III. 2S8 Plate Offsets(X YI- 11Food 01 Al R5 TlA Food 11601-0ECael 1210.1 04181 LOADING (pelf SPACING- 2— CSI. GEFL. n (bc) VUefl Ud TCLL 400 P6m Grip DOL 100 TC 041 Van(LIT)-015 i5-16 >999 480 TCDL 250 Canter DOL 1 W DC 073 Ved(CT) -02815-16 >718 240 BOLL 00 Rep Stru Ina YES WE 059 Hoa(CT) 007 12 IVa Na BCDL 100 Code IR=VTP12014 Mardi LUMBER- BRACING- TOPCHORD 2z4SP1650F15E or 2x4 Sp No1w2WSP SS(BA) TOP CHORD BOTCHORD 2x4SP1650F15EN4SPNo1 w2WSPSS(Ba) WEBS 2x4 SP No 3(Bag BOTCHORD REACTIONS. Ps m) 20=Meadnlcel, 12--05-8 Max G. 20=12WITC 1). 12--1258(LC 1) FORCES. IS) - Max Comp Max. Ten --All Porce5250 (Ib) or oaa read v4den sBmm- TOP CHORD 25=20160, 3-0=3254N, 45=3 Mr S6-31K8N, 6-]=38NVO0]�tEVG, BOT CHORD 132C=0/1189, 17-19�/2I92, 16-P=0"367D 1516=0"J858, 141S-013610,1314=02]92, 12-11-0/11� WEBS HT12=16RMN2-20=-1681N,1G13=0.'1231,2-TMV1230.8-13=1154N, 3t9=1154/0. 8-141/fi8631 058],]-04-61M, 4-P--61M, 71F 2]]533,416=2]]532. 5-16=26M, 6-15=26910 Ind 2-yp PLATES GRIP MT20 244/i90 Mi8AH5 I IT9 Weight 9311, FT=20%E11%E SN umlwoodsbe iN directlyappll or6-0-0ocpudlns, except end vedlcals. Rigid ceiling dimay applied w 1M 0 cc b2nlg NOTES- 1) unbalanced Boor Webadshavebeencon ere tmtM des n 2) All plates are W20 plates unless didamse lnda&0 3) All plates are 3x4 MT20 unless cdarmse indicated4) Refer to glydegs)Tor Wes W buss core[ cam m 5)Recomend 2xfi 50om]Cacks, on edge, spaced a110-0-0 ocandtaste) dto eachtresvnN SAM(013['X3') oats Strolgbacea W Be 3BacBed to walls at Ncti oWer ends a matmined by differ means 6) CAUTION, Do not erect buss bachwads n.. COS A. HERNANDEZ .......................... 113878 -* - COR F-12513 November 15,2024 ,w4 d v �dnp.�metrman4n��Tesd. res d Ldded.ne.nereneaee9.6e.,.,,m.— 3—dense. MiTek® ny trades m%vmn> wuceM 9ueance rega title �x u ww msFl ouaifrcn amtiwnalmm'ePtrnunl Or.B eomm enaomt an4acslau,R,g Compon,m Snoglmmm,6on �pue rmmve s6uM�elauMog component pamu y1s ]ss35]t /uneYAsmn Jab Tn .� �Tvss Tym UNIT-15 QANFF113 FLOOR GIRDER Bullaers Belsaxee(Car ,Tx), Baumann, Tx- 5806, a1-8 H �; 1PN J IUf Ss�� )) R85361658 Job Oi MIT cGlm01i0 Ix This Nw 141450" mar Pagel 630s 26ID24MRfisB IOVu&nmTYgaNlk%WNNysBXBSMTFIC'/PSBTOHg3N3gPgnL6W3uIT1(bGKN5CBmIJ42JC'Jf 1�A1 i aJfB 5$le=t3fi5 ssd2M18aIS- .11 ach II Lfi 3a6 FP= 3xfi= AS Glo= ach Ore 1 2 3 4 5 6 T '- 8 9 30 29 211 27 26 .12= .0M18ARCEP= w 3x10 M18a155P = 8x12 M18AH8 - 2x6 II 2xfi 3X6 FP= Lfi 1[fi 2. H 3xfi = 10 11 12 13 14 15 16 9 18 19 33 2s 23 a 21 56 II 3x10 M18a15 FP = 21A-0 21 -. Plate Ofiuts(x,y- (9"3 Edgel,[t00.'1-0O l,[190.3.EOgel,[236212Edge],r2C0-24,Edge],[2 D".Edge],r26:D"O Wl.E29"d .EOge],[380. 0,EUge], (31 Fee 03DI. M2 0 t-88-081. 1330 I- 04O81 LOADING lag BPACING- 2-Do C51. OEFL In (mc) Poe8 t/0 PLAMS GRIP TOLL 48 0 Plate Go, DOL t W TO 0 T2 vert(LL) 26 >T31 488 MT20 220/193 TOOL 250 Lumber OOL 1W BC OA ved(CT) TIES 26 >387 240 NHEAHS 16W 62 BOLL 00 o Ina NO Rep Sol WE 0% Hool 0.11 20 Na Na BCDL t00 Cede IRC2021RP12014 Maps Weight 20311, FT-2 F,it%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or zW SP SSAaG TOP CHORD Structural wmd alcohol directly applied or4 11 ce Wdlns, BOTCHORD 2x4 OF 240OF 20E or 2W SP 2400F 2 OF a a4 SP DSS(dat)'ExcepP except end veN�ls. 202T 2W SP 1650F 15E or 2.4 SP No or?4 SP SSUat) HOT CHORD Right ceiling directly applied a 1 MD oc bracing WEBS 2x4 SP NO done) REACIBONS. Doe) 20=658, 31,0 SS Max G. 20=2092(LC 1), 31=3740(LC 1) FORCES. (m)- Max Comp Max Ten - All mrees 250(m) or less except v.Ten Moral hol TOP CHORD 2S=74780. 3d=748710. 45=113900. a 11398N. 7E=11689M 09=1168910 910=i1222AT 1041=-11222/01112=9514N, 1213=9514M. ffi-15-T185�0, 15-16=Ti Son. 161T 4-482000N, iT-18=YD BOT CHORD 3031=0139W. 2830�/Nl27-28,(/11641, 262T=I11222, 2526,(YLI 1, z12s=0/10423, z124=on8435, 21-2395T2T, 21T21==88 WEBS 1620=2951KE251=538mo 18-21=0Iz5822S4986,1621=2383N, 430--AT8918, 1623=)0814, 4-2b=146i011z3=n2610, 7-28- MI AL 11za=0/ias9, 027�49AE it 24=1317ro, 9-27=0/1123,1125=w1483 9-26-CCAE 10-25-58640 xores 1)AT amaa noor Ne leadsnave beencErirdvdmrmis desgn. z) All plates are MT28UD unless ravexse hatede0_ 3) All plates are 6xTMTZO wkss - 1IMkated. 4)Tne nt 29 1% S�OF... l Recommend abomEacies, nape, ocand msty each Wss vnm 3-tOtl (0131'X3')nal6. 5) Recommend 2x6attachacks,onls p. 1 4f a aBaaredati8-0-0 strop m wallsat) then e�sal rest2medoyupprmea� enter i yS: 11 �jMj�j orotce mama shall 6)chund evical sumcemmsuppod concentrated mad(s7 zTz41h duwn at abiz on rap A I T)«omerconnec0ond uchco)snaane clwrd. TnedeslSE(S)atlan of such cannecllon devl[e(s)¢me respansotedafomers.• T) Inthe LOAD CASE(s) sectloq ma]s applledtome race of rice mas are noted as front (F) or Eck (B) •t........................... ;. M DZ /MARCOS A. HER..... /1 ODead +Hour lwm(hamnmmd)-wmbmr mareamm=i ee, bare lzrmasm=l uo Undoml Loads Unit 113878 Von 2031---20.1-19=130 CoPsenvakd Loads Ohl ved 4=-2644(F) �l SS/ONAIE� COR F-12513 November 15,2024 AwA 6v �lpnp.�metrmamm��anTmsn. santamaamnMnmxnamnmaaP.lam.T.Tam., a —pence MiTek® aa auace regatitlx u i a,. isuuaren e�v oww aneaCSlB,, OCompon,nuSumyIeo,aon mC5111llunews Jab .� �19—TYpe DNIT-15 4 Flom BuildersFimiswxee(CarlTX), Ca-Skon, TX - 5006, S, H�� ISA 3xfi = 3 S 5 6 25 20 Z1 22Z1 22 277/7T 3vb = 15x3 � 15Xi g 3x6 FP= Yfi = c2Pa5g3eC"U0Ns 2b➢I.ffids, Ix Thu.- 1414. 111d4R8611 659 ID Vu&nmTY,NI NHysBXDsnR]FIC'ASB]0Hg3NS9P,L63ulT GMDd]J4JC']I 1 � L 5 t3fi5 I SO 11 15x3 .a= 3xfi ar= 1.3 �� L6= ] 0 at. 11 12 a 14 19 18 17 16 3xfi = 3xfi = 2-40 ]L-12 4&1 113-12 1&11-0 21. 28p <-3-12 17. 2-1. fi7d 290 Plate ORsets(XY1 T"Edocl MIT"Eduad MITITEUceI R80.1A E60e1. 2]0.1d 0.1E1. 1280-18.0-1AI LOADING (psi) SPFEd G- 2-0U CSI. OEFL. In (bc] lMefl t/0 PLAIEB GRIP TCLL 400 P6te Gnp DOL 1W TC 037 Val(LL) I -O OS t6-P >999 480 MT20 24,Vl% TCOL 250 Lum er OOL 1 W BC 051 VeA(CT) -010 i6P >993 240 BELL 00 Rep Sdr Ina YES WE 040 H0a(CT) 003 15 Na Na DCOL 100 CCOe IRC2021RPI2014 Ma1rIrS WegM: 11910 Fi=20%E it%E LUMBER- BRACIBG- TOPCHORD 2x4SP1650F15E or 2x4 SpNojor WSP SS(0A) TOP CHORD Structural Stood sheaNing directly applied a 6 oc putllns, BOT CHORD 2x4 SP 1650F 15E o=SP No a 2W SP SS(Rag except am morals. WEBS 2x4 SP No3(flat) BOTCHORD ceiling Rigid ceiling directly applied a 1"Tcc Trading, Except. "tD oc 2,T 2.19-20. REA MOOS. (sic) 26=05 V5 -8, 20=0-5a Max G. 26=635(IC 3T 15=818(LC H) 20=1811(LC 1) FORCES. (In)- Max Comp Mlax. Ted - All force, 250 old or less except wlren sbowo TOP CHORD 21421/03-0 98110T 5--58RM2,5 S1 60 T=DI OST7T—E67AE 810=1627A) 1011=-162710, 11-12=162710, 12-13=-1181fiO BOT CHORD 2526=01583,24-25-05882124=[V988, 22-23-MM. 21T2= 3205, 1320=ov&16, 1G19-M355,17-18=011627. 161]=N154015-16=0756 WEBS 2-26=82w, 5-20=-103M.2 2S01353.622=g636, T2 —67 N. 1115=1067N. ]-20=128M 13-16=01630, 7-19,DA 32, 12-16- 535N, 8-19 79L0 818-0/553, 10.18 2T/N NOTES- 1)OntralmadBoorWeloadsBavebeenc Mere 1atM des n 2) AS phtes are 3x4 MT20 unless oNelwise Imkated. 3) Recommend 2S6slmng0acks, on Edge, spaced at 1080 oc add taste tlto each NESS wed 3-10d(0131°X3-)nal6 -SlmlgbarM to ce ae"am" toa wrs al Unor Edger ends, a restrained by Erm Error ealN 4) CAUTION, DE act credit truss backwards. :. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jab 5 �19—TYpe UNIT-15 5 Flom solders Firslsaxee(CarlTX), CertaNbn, TX - 5006, 1PN J IUf 53�� )) R85361660 Job ReferencGlgg) ' , Ix Too Nav I11a.13In. Page 1 630s 26ID24MReeiifisB IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL6W3oIT1(bGKN5CBaIJ42JCW 1 1 SBSB 0.1A 3®@r'=1 t201 i sx3 II 1 sX1 II a s 1m II art = 8 oil ON 3.= 3L= YSo 418 1128 24a 688 2-40 Plate ORsets(XYl- 11 EOoe0.1AI R10.1A EMeL 1120.1� 1.011 1b0.1A LOFOING (psi) SPACING- 2-0U 1 CSI. GEFL. In (bc] lMefl t/0 PLAlE6 GRIP TELL 400 Plate Gap OOL 1 00 TC O P Val(LL) _ _ 2-13 >9YJ 40o MT20 2MY190 TOOL 250 WmMr OOL 1DO BC 041 Vea(CT) -009 t2-13 >993 240 BOLL 00 Rep Sde Ina YES W8 0% HoD(CT) 002 9 Na No BCDL 100 Code IR=17P12014 MalrvS Wegat SB It, FT=20%F, it%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) TOP CHORD Botanical wood saeatho, dlreM applied w6-0-0 oc poalns, BOTCHORD 2x4SP1650FI5Eo=SPNd w2WSPSS(Ral) excepteM veNcels. WEBS 2x4 SP No 3ga1) BOTCHORD Rigid ceiling dlrecAy applied w l OO-0 cc b2nlg REACTONS. (sae) 14=&9$rule Max G. 14=897(LC IT 9=889(LC 1) FORCES. (Ib) - Max Comp Mlax. Ten - /ill forces 250 Sid or less except waen saovm_ TOP CHORD 2�1310A, 3-0=192710, 4 5=1927N, 56-1 R271T &7=1309A BOTCHORD 1S14=0B9,12-13 1738, 1112-0fl92T, 1041-0fl738, 3IG GI26 WEBS 79 Ii65A, 214 1169N,7-10E,W19, 2-13-Wl8.&10=6371D, 3-13 710, 6-111M34 512=0(3 NOTES 1) Unbalanced OdorN badsnavebeenconsideredlmtalsdesgn. 2) AS pG&s are 3x4 M120 wless odbenvlse INcartal 3) Recommend 2x6 sbongtaca, on edge, spiced a11" 0 oe and fastened to each boss wan 3-tOtl (0131' X W) naes StrolgbarMWbe attached M walls al Hoar doere wrest2lned by NaermeadN 4) CAUTION, Do not ereo Vuss backwards. YR . VV MARCOS A. HERNANDEZ ................................ 113878 COR F-12513 November 15,2024 Mill Jab .� 1-1—TYpe ONIT-15 6 I`Flom BuIWers Firslsaxse(CarlTX), CarraNbn, TX - sons, 0.11A t 3x4 II 3 1PN J IUf 53�� ) R85361661 Job Retere ceA9111s0�F'' Ix Thu Nav M J4.0 ,der Page 1 630s 262➢4.1-2fidL ID:VuMn YgWH NHpOMmnRIFI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'JI 1-}0 2 3x4 = 3 3xa 3®n =1Y03 3z5= bb= 2-S1O. 2- ' LOADING (psi) SPACING- 2" CSI. OEFL. In Una "d PLATES GRIP TELL 400 P61e Go, DOL 100 TC 003 Ve0(LL) 000 :tl 5 "^ E80 W20 2MV190 TOOL 250 Lumber OOL 1PC BC OD3 V=CT) -0m 4S >993 240 BCLL 00 Rep Sdo Ina YES WE 0IXi Hm(CT) TOP 4 do Na BCOL 100 CoOe IRC2021RP12014 Matrix-P Weght 201b FT=20%F, lI%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or a4 SpNo1w2WSP SS(0A) TOP CHORD Shuclu21 wood sheathing directly applied m2A-0 oc pride, BOTCHORD 2x4SP1650Ft5E.=SPNo1 awsp SS(0a1) except end vernal WEBS a4 SP No 3gat) BOTCHORD Rigid ceiling 0lreay applied or 1 PC 0 cc ancig REACTIONS. (.c) 5-T5$ 4=058 Max G. 5=181 BO IT 4 18NLC 1) FORCES. do) - Max Comp Mlax.Ten -Aff does 250(Ih) or less except when shovm_ NOTES 1)Recommend 2x5 shmgbzOa, on age, spaced of TOP 0 or atM lash olto each treo won T1GJ(0131' X 3') na05. StmlghacU W he atGcha to xa15 al Mar order ende or resfmina by other meads VV :R n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 Mill Jab vss �Tvss Type IC" PIy 6(1 j R85361662 UNIT-15 F1] FLODR GIRDER 1 1 Job Reference/p.�11s0iAS,Ix Thin Nw 1414505d2➢24 Pagel Boilers Firsl3axce(Can ,TX), Can hor, TX - 5006, 630s 26ID24 MR ID Vu&nmTYgNIk NH,BM-S 7FI .B7OHg3NS,P,L6 3ulT GMD.7J4 JC'/I 1f3� t�fl� Srale: L4'=1' ax6 II ]xa - 2. II win II � II 'A 3xfi It t Y2 2 3 4 14 s 15 6 16 ] 77�71 v �I tt to find= We - LOFOIRG (pst) SPFCIRG- 2-0U CSI. OEFL. In (bc] Vdefl told COR F-12513 November 15,2024 6 v nl6 p.mmanmadB�NnTesn. res n Lnnen.nexnerene.¢eP.6e.,.,,re., ,a�Rnense. ® ,w4 �na MiTek �a� ro 1., �waceMOo n i oaycn..dsB or.amamPrnunl and acsl mass cmvom snoly lnmmdm-opue n-im S6uMofdiiugmnl - aboo� ram) .,a ew I5]/.iG.s— PLAIEB GRIP TELL 400 P6te Grip DOL 1 W TC O6G Vat(LT) -0OS 3ID >9Yl 48o MT20 2MY190 TCOL 250 Lumber OOL 1 PC PC 086 VeA(CT) -010 3t0 >999 240 BCLL 00 Red Stru Ina NO WE 061 Hm(CT) 002 8 Na Na BCOL 100 Code IRC2021RP12014 MatmS Weight: 831b Fi=20%F, it%E LUMBER- BRACIRG- TOPCHORD 2,4SP1650F15E or 2x4 SpNo1w2WSP SS(BA) TOP CHORE) Shactmal wood sheaming dlreclly appllM m6-0-0 oc p pins, BOTCHORD 2x4 SP 1650F 15E o=SP No 1 w 2W SP S801d) except end veNcels. WEBS 2x4 SP No 3(Rd) BOTCHORD Rigid ceiling directly applied or 1 DO-0 cc Trading REAGBONS. Po¢d) 12= ,8=Metliamal Max G. 12--3229BG B) 8=2774(LC 1) FORCES. (m) - Max Comp Wax. Ted - All force, 250 Do) or less except wired shmm_ TOPCHORD 1-12---(K3N, 2-�ZVD, 3-0f V =4823N, 45-15014E wIGOM BOTCHORD 11-02=02881, 10-0 1r/4623, 91 MM[823, 6Y-02931 WEBS 6�396Z0,2-12-3894A,69=0121522-11-W2]03, 5-9=101 M. 3-11-152]/q 'Y_ 4-91N, 11R-002f0 NOTES- 1)UnbalancedfloorN badshatebeenconsvl brthlsde n Reco m torimsstotm 3) rage, spans. end 2xG spared ocand fastenedto each Ross vnm 3-tOtl (0131'X3')nal6. 1" 0nds 3) Recommend 2x6 shomdired 0, sledge, to the attachedto walls oNer endsw restcent by other means eor Sar egsrM (s) shall tod bo(s)1225Ib downat G9-0, m pwown 4)downat ndown t 49Ts)shall 1 at 69T, dso 4-9-0and t216 mdown al6JL, and 2551b dsxn at]8-0on Top cMN_The desgn/sekchon of downat2Toth 89I 255Inconc at 74 suMn man desmdawnat 571n me LOAD casE(s) secnon, loads applied m me rare of the truss are noted as rroN (F) or oaa (B). TOkDC E(S)os)Ismemds applMll to Me �'(E LOADCASE(S) Standard OF TFL`�1 �.�P.••••••••••..(Lq 1) Dead. Fbor live(balanced).-camber increase=100, PM@hrcfease=l o0 1 UnOonm Loses (pit) Vert 12 zo. 1_7=_130 j r7. • •S �! / A 1 Concentrated Landes go) I Von :3=-1136(F)13=n6o(F)1a=t136ff) is=1135(F) ifc-183(6) / .........................a... /MARCOS A. HERNANDEZ% �...... .....................:... 1. 1.. 113878 :... Jab Tn « �TvssType Dry PIy QANm 8l' R85361663 UNIT-15 F18 Flom 1 1 Job ReterencGlq ) Builders Flrsl3aace(Cart ,TX), Cartatlbn, TX-5006, 630s 262a4.., ➢24 MRei fidLsO�F's Ix Th. Nw 1414505d2➢24 Pagel ID Vu&n�YgWHs NHpOMmM7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ42JC'JI aid = lyj,5� n 1-3L I �d�y sxa= 4 3xa II s®ld=rtaz 9 II t sxs ll 6 5 LOADING (psi) SPACING- 2-0U C51. TELL 400 Plate Gnp DOL 1 W TC 012 TCDL 250 wmMr DOL 1 W BC 0E BCLL 00 Rep Sde Ina YES WE 007 BCDL 100 Code IRC2021RPI2014 Matal LDMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp No1w2WSP SS(0A) BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag WEBS 2x4 SP No 3(flag REACTION£ (size) 0=05$ 5=MESTanlcel Max G. 3F 92(LC 1L YJCO(LC 1) FORCES. (Ib)-Max Comp Mlax.Ten-/ill firce5250(10) or less except when shown WEBS 35- 0110, 2�29610 NOTES- 1)UnhaaneedfloorWeleadshavebeenco ere 1orthmdeegn. 2) Refer 0 glNerts)Tor driers W loss mn2c0ans 3)Rearnmend 2xfi sM JCacks, on age, spaced at 1"0 oe and taste tlto each MES danpa0. to he Marra to walls 9Ned data ends a restmina driverbydriverm r eans E) CAUTION, Do haterect Wss hack UBS 4 3d 4 3o DEFL. n doc) LHlefl "d PLATES GRIP Ved(LL) T Ed 6 >9YJ E80 W20 2MY190 VEU(CT) , oa 6 >999 240 Hm(CT) T00 5 do Na Weght 2911, FT=20%F, 11%E BRACIRG- TOPCHORD SNx1u21 wmd sheaNing dheclly appiCS cv�C ac pudlns, except eM vernal BOTCHORD Rigid ceiling dlreay applied or 1 M 0cc Trading 3-1NET IN 131-X 3')na15 YR . VV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 MiTek® Jab DNIT-15 N/III FmF01 Builders U.S- U.Saace(Carta ,TX), �TUss Type ROOF SPECLll CanYbUn, TX - au, pry R8536166d 2 1 6P ob EH`.ff ce/p.MsMVS, Ix Tbu Nw 141,150552➢26 Page l 30s 262MR jj J02 ID:V.Mn Y,WH NHysBM-s 7FI W/ 70Hg3NS,P,L8 3ulT GMD.7J42JCEI L2$ 2-68 San!=1.In u ad = d-2a 4zb LOAGING:00 SPACING- 2-DO C51. GEFL In pom Wen W PLATES GRIP TCLL 100.0 P6(e Gip DOL iC0 TC 010 Von I -001 45 >999 480 MT20 24,V190 TCDL 250 Lumcer DOL 1 U. SC 014 VeOt(CT) -003 45 >999 240 BCLL 00' Rep Stress Ina YES WE Den RRCRCT) 000 4 Na n2 BCDL 100 Come IRC2021rFP12W4 Mmai WmCNLL) 0.00 5 -- 240 WeJgnt 301b FT-2 LUMBER- BRACING- TOPCHORD 2x6SP2400F20Eor2x55PDSSorfm SPM31 TOPCHORD 2U-0oc purins 13, except men venoms. HOTCHORD 2x4SP1650Fi.5E or 2x4SPNo1w2WSPSS CHORD ROTE RlgM telling energy applied. WEBS 2x4 SP No REACTIONS. (size) 5=rF58, 4=Mechanlcel Max lbrz 5-w-10) Max OPIR 5=b2(LC - BF 4(LC 9) 2 Max Gv 5529(LC i), 4=52%LC 1) FORCES. Sto- Max ComplMax Ten.- All faces 250(m) or ess except men sbmvn. WEBS 2�367/217,2-0=381216 NOTES- 1)Wall ASCE716,Vu8=115mpn(15ecnndgest)Vasd impn,TCDL=60ps,,BCDL=60psf,h= kB-45$L=4 ,e. 5ft.CaL II; Exp C. random, MWFRS(droolum1) and C Comm(3)zone, carldeverleft and ngnt exposed, end veNcal Eft ale Exist exp sedC-C for makers and fohes 8 MWFRS for reactions strum, Lumber DOL=160 Plate gdp DOL=1.60 2) Pence serrate dcmwge to prevent miler ponQ g. 3) Thin truss has been assigned fora 1D 0 of bMam chom none load modraccuarent w80 any other Irve rude 4)' Thts MUSS has been deslgn:d for a We bad of 20 opsf On the tumor cMud In all forms venue a rectangle3 my by fr} vide wR FN belyna n Me Mnom clew add any o01u members_ 5) Room to gi der(s)for Muss to boss cnnrecWns 6) PUVMe mechanical con neram (by MMus) of miss to leading plate capable of vnthstaMing 100Ib upff, alpinks) 5, 4. ]) TMs Moss desxin requMes iMaM a minimum of 7116-sMtu al wood sheathhg he mpned dRectly t0 the fop cMd and 12" gypsum shemock Me applied air" to Me MODm Use 8) Graphical pudln represeMalmn does End depltl the Yma or Me orientation of the pUlln abng the fop andlm bottom than. ^—SE FT F � ygP•,....;F4S 11 1........................:. d n. COS A. HERNANDEZ: ....113878 ....;...� '+1;prFs<yCENSEa-"*#i�i COR F-12513 November 15,2024 MiTek® Jab pe DNIT-15 FF0«2 R Buildrs Flrsa(Crt , CamAnn, TXssTY - 2d12 b7-12 2d12 3x4 = 1 � 2 ICI ICI Ic pry P R85361665 2 1 Job Reference/pgpnalj I— Pm Nw 111,1. 112024 Page l 630s 26ID24MiieKYnd150M5 ID:VuMm YgMHs NHy.BMm R7FI W' 70Hg3NSgP,L6 3ulT GMD.7J4 JC' 610.12 4 2-38 xb1x xxb II 3x4= ab II smld=1174 /� /L4-J> 8 7 fi 3xt8 - Tfi= 67-12 338 4'42 4112 LOADING (ps1) SPACING- 2-DO C5,. OEFL. In per) WcH I/O PLATES GRIP TCLL 400 F Gnp DOL 1- TC 014 VeMLL) -001 7 >999 480 MT20 24 190 TCDL 250 Lumber DOL 1on BC 013 VcmCT) -002 T8 >999 240 BCLL 00 Rep smrsloO YES WB 020 Ha7(CT) 001 6 no, on BCDL 1no Code IRC202WPIM14 Ma8[t-As WeJgM 55In FT-2 LUMBER- BRACING - TOP CHORD 2x4 SP 1650F 15E.,W SP No 1 w 2w15P 55 TOP CHORD 2U-0oc pudlns (6 max .) i-5, except cut verticals_ BOT CHORD 2 4 SP 1650F 15E ora4 SP Not m W SP SS BOT CHORD Mind ceiling directly applied. REAcnox9. (s ) 6-M ftanral. 6-YAecnarocm Mai G. 8=675(LC i), 6,G75(LC 1) FORCES. put - Max Cmr,Mox. Teri - All fre 250 gin or less eicepl xTen Ancem TOP CHORD 2�6681D, 3-0 B`8N BOTCHORD 7S(/4946-7=01494 WEBS 2d 68W 2-7=0/ 3. 3-7=27N017-M53.46--68M NOTES- 1) Refer m glNer(s)Tor Buss W Buss connections 2) The, truss desgn regions Mad a minimum a7116-structural wood skeal0ng be applied directly to Me top clrN and 12-gypsum streetrock to applied dir" to Me betlom chord 3) Gaptrkal pudln represeMatlondoes� tdepicttN wear Meomnttmof MepWinabng Metopandlor betumctrwd. 4)Recommend2x6 egbacks,onedge, spicedat10D-0ocandfastenedtoewtu BusswM3-l0dM131'X3')nal6. Stengletl3 W Inc amocined 0 walls al ttrctt roger ends or reMoured by enter meal¢ ySPS�/ V Fx4P ...... MARCOS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 roea sa.ewan,se. MiTek® evmomc,e nm�,-H ,r.—lg,i,c s,a7�,s7„MneKe=� Jab Tn .� Type Dry PIy R85361666 ONIT-15 FF83 �Tmss ROOF SPEChIt GIRDER 1 q Builders Firsl3axce (Carta N/m ,TX), CartO6bq TX-5806, L Job Reterence[p� Ij 8l' 630s 262➢24 MReKiKdLsOiAS Iw Th. Nw 141450562024 Pagel IO:VuBm YgWHSXc6NHpBMmnR7FI sB7OHg3NSgPq L6 3ulT GMDmIJ42JC'JI 14-12 4-1-12 61612 9-3d • 2-4-12 2a0 21. 2b12 5®@=1Y83 2a4 II Ran - zx4 II 3.fi -JI zx4 II 5;I i LE: 2. 1n 4 7^I u u fi= ] fi a 4m = .2 9- d L]-12 .2 LOFOING (psi) SPRCING- 2-DO Can OEFL. n (cm) wen W PLAFES GRIP TCLL 100.0 P6te Gnp DOT 1"D TO037 Vert(LL) -002 ] >999 480 MT20 24411W TCDL 250 Lumber DOT 1 W BC 021 VM(CT) T ] >9YJ 240 BCLL 00' Rep Strgs Mcr NO WE OW Hmz(CT) 001 6 Na n2 BCDL 100 Coale IRC20217P12D14 Mardi Wm,gLL) B.ol ] >999 240 WeJgM 13511, FT=20% LUMBER- BRACING- TOPCHORD 2x6 SP 2400F 20E 0r2x55P DSS or 2x6 SP M 31 TOPCHORD 2TH) putllre(6DO men.) 1-5, except FallWrRC.1s_ HOTCHORD 2x6 SP 2400F20E or 2n6SPDSSm2x6SPM31 BOTCHORD Right ceiling directly applied. WEBS 2x4 SP No.3 REACRONS. (sae) B=MeclNnrcal, 6-YAecbabcal Max Mr. 8,4B LC 11) Max G. 8= GORC IL 6=4680(LC 1) FORCES. Bad -Max Comp Mlax.Tert-AIIPorce5250 (Ib)orkss except wlren sbmm_ TOP CHORD iS-ID3]N, 23=4684N, 3d=4684N, Sb=-003]N BOTCHORD ]S0136906-]=0I3690 WEBS 2�501 W. 2-]=(Y1392 0]=-202W, 4-7=0/1392, 4b=-5018M NOTES- 1) 2Tty Vass to be conmxteal w together 1ml (0131 NY) nails as follows: Tap chords Connected! as fulluurs_ ad-1 mx at 09C rr, 2tt6 - 2 rows staggereal at 0-9O m, Bottom chums ocirmoed as (allows-2x6-2 rows staggered at 0-9-0oc. Webs conntt@al as toNws: 2x4-1 rmv a10.94) oc. 2) Ar baits are Considered equally alpSeal to all phes. except R acted as fiats (F) or hart, (B) face In the LOAD CASE(S) scctoa PI) to pry connections have been pmxMed m distribute only loads noted as,R) or(B), unless olnevess Indicated. 3) Will: ASCE 7-16; WR-115mpb (35 d gust) VasdSimpn; TCD1=6 OpsL,, BCD1=6 Opsf. n=30R B=451, 1=4011; eave=5ft, Cat. II;ExpC,Focused, MWFRS pinscLOnag arts CC ComereB) Cne, mummer left and mint exposed: end vertical left all right posmCCC for members add faces 8 MWFRS our reacllans snam; Lumber DOL=160 plate me OOL=160 4) PmvMe adequate manage W prevent eater p0ndmg. \\� psf offal �re�a�gie3s0tau oa onu Neond wssnasbeedIgbeen rea aneasnwle OF•TFx\II rorzBwb 6jTm eot2o lm�nwOna�l aby z-Da wide PSE .1 fit between Me NMm clwN all am 08rer members_ ])Refer to gimer(s) for mass to Wss connections / 8)Lendmse(s)1,2,3,456,],8,9,iD,N,12,13,14,15,16,P,18,19,20,21,22naLhavebeenm ifim! BufidNgdesgner must review load, to verify Ma they am Correct for Me Intended use a Has mass. 9)Th6wss megn m7fl6'sm NtM ddnecUytnmetopclwd L2' ...........................� IMARCOS A. HERNANDEZ/ regmrmUata minimum umi omsne apple and gypsum sncebock be applied dir" to Me MtlOm Chem . III 10) Graphical punin relxesentatmn does nor depict me vze or Me meranOn ofthe Wdln along Me top andsm Whom tlroN. . 113878 I Ill �f </CENSE LOAO CASEIS) Standard ';*,,% 1) Dead +Rwr Hve (be6nced) Lumber IMrease-100, Plate lmmam=l DO Untorm Loads g,lM 1l SSIONAI"' \\\""�� Vert 1S 1020, 6A=20 2) Dead + O]S Runs Irme(baanced) Lumber Increase-1 OO, Plan, lxrease=100 COR F-12513 November 15,2024 onmian rte nan=+ w d,R91 MiTek® lel—ry m N N M 9rvAnafw+�'.PxMu9) RMIMan, Cs .1 ,Macs a sererymmmafim ar acYc anuM mponen mponem a w o r veom�etry �( 1H Jab ITn« Type Dry IPIy R85361666 ONIT-15 FF03 �Tmss ROOF SPECWt GIRDER 1 q L Job Reference[p�1p Ij Builders Hrsl-M.(Carta N/m ,TX), CaRoMon, TX-5006, KI 630s 2'aMMReKiKdI1IV, Ix ThU Nw 1E 1050562026 P.,2 U)VUBmdrGY9WHs NHysBM-S 7 I .B7OHg3NSgP,L6 3ulT GMD.IJ4 JCt1 LOAD CAM(S) Standard Laced Loads (pIH Ved: 1ti 918, 6A=-20 3) Dead+OnMabda0k MIC WMON Storege Lumider Incease=125 P6R Increase=125 Lamm Loads (plry Ved:15=633. G8=-00 4) Dead +06 CL N nd (Pas Ir lennaq Case 1 Lumber Increase l 60, P6(e RCM,Rse=160 Lamm Loads (plo Ved: 15 27, 6A=-12 Harz tare, 56=43 5) Dead +06 C-0 "find (Pas_ Internal) Case 2 Lumber Inoeas,l 60, P ate ImMase=160 Untrortn Loads (plf) Vert 15 27, 6A=-12 H. 1d= 5fY28 6) Dead +06 C-C"find (Neg In@nag Case 1_ Wmber Increase=160, Plate Iacfeas,160 Lamm Loads (pIH Ved: 1b 672] 6-8=20 Harz 1A-=40 56�J1 ]) Dead+o 6 C-0 "find (Neg Weed) Case z Lumcerincrease=160, Plate Inc ease=1W Undmm Loads (plf) Vert 15-�i43, "-20 Horn 1a3156=40 8) Dead +06 MWFRS Wnd (Pos_ Internal) LefL Lumber Increase-1 W. Mee Increase=160 Lamm Loads (pIH Ved 15 50, 6A=-12 H. 1a11, 56 l 9) Dead +06 MWFRS Wind (Pos_ Internal) Rgbt Lunar Increase-1 W. Plate Incease=160 Untbrtn Loads (p10 Vert 15 50,"-12 Harz 1�2156=12 l0)0ead+06MWFRSWlnd(Neg.Intemal)Left Lumber Incease,160,Plate Inc se=160 umtmm Loads (pll) Vert : 1-5-d .6 20 Horz 1A=S Wind 11) 0ead+06 MWFRS Wlnd (4 In@mal) Rgbt Lumbre er hrcrease=160, Plate Incas,,160 Undo. Loads (MO VM. 15=F20, Vd Horz 1-8-8, 5£=29 12) 0eed+06 MWFRS Wn'd (Pea. In emad)1A Paa1Iel LumbeT Increase=160, PMte Incnease,i W umtorm Loads (MO Vert : i5=-0. , 6 12 = Horz 1A54- 13)0 clF 06 MWFRS Wind(Pm I Aernad 2nd Pmalhd Lumber Increase=160, Plate ImMas,,l 60 Undo. Loads (MO VM. 15=-4", 6d=12 Horz 1-8=26, Ni 14) Deed +06 MWFRS Wind (Neg. Internal) 1st Pa2Ilel Lumber Increase=l W, Plate Increase=160 Undo. Loads (MO Vert : 15= l'66=30 Horz "-14, 5414 15)0 cl+06 MWFRS Wlnd(Neg. Imemal) 2nd Parallel Lumber Incease=l W. Pate Increase=160 Undo. Loads (MO VM. 15=$1, 6d8 2 Horz 1-8=14,N 14 16) 0ead_ Lumber InOe D90, Mee Ircrease=090 PR neap 90 Undo. Loads (MN Ved: 15=6136 20 � 17)d+0T5RwtLw jWl)+0T5(06MWMSWnM(Neg.mpLen)-LumcerIncrease=160. Platemuease=160 UMorm Leads (IYI) Vert :15=-942,6d=211 HOC, 1A=225a6 18) Dead+O ]5 Rw(Lw (Wl)+0 ]5(06 MWFRS WiW (Neg Int) Rgbt): Lumner Ino,ose=160, Plate Increase=l W Unrtorm Loads (pIH Vert 1`.r W4,6�20 Horz 1A�, 5E=-22 19) 0ead+0 ]5 Rw(Lw (Wl)+0 ]5(06 MWFRS Wmd (Neg. Int) tst Parallel) LumlaeT Increase-16(FPlate InaeaRC,1 W Undo. Leads (IYI) Vert : 15=-939.6d8 2 HOC, 1A=1, Nin 20) Dead+O 75 Rm(Lw Usel)+0 ]5(06 MWFRS Wind (Neg Ind 2M Paallel) LunMu Increase-1 W. Plate Inrrzase=160 Unrtorm Loads (pIH Vert 15=-939, 6�20 Horz 1A=115a-11 21)0 cl+06C Wind MeT Dmm_ Lumber InMease,l GO, Pate Increase=lW Jab mss �Type ROOF (UNDERONIT-15 FF03 ROOF SPECROER BUIWers Fimiswxea (Cau ,Tx), cartO6Nn, Tx- 5006, LOFO C113E(5) S lord Undom Lo dtl (p0) VM i 5-- , 6E 12 Ho¢ 1A=18, S -16 U 22)dt 06CC WIW Mai. Up WLumOTInvease=160, Plate Inuev lW Unaom LWJS (pm Vv 1�511,6b-12 Harz 1A-W E=16 R8 py P 5361666 �1 /p�1p 1 630 s L 26202E..1 6 dI1 IV, Ix Thu Nav 1E 1050562026 Page 3 ID V.Bm YgWHs NHysBM-s 7JM .B7OHg3N5gP,L6 3ulT GMD.IJE JCW roea sa.ewan,=E MiTek® ,�.-1g,�evmom°p,enm��-N Jab Tn .a �Tmss TYpe UNIT-15 N/III maul Flom Supported Gable Builders Frslsaaee(Cam ,TX), CamoBon,)( 5006, t 3 3 pry Ply jj R8536166] re I 1 1 Job RHag,ce/p.�11501A5,Ix Thu Nuv141450562➢24 Pagel Ems 2'..B ...n:KIIKKddLL ID Vuftd Yg,NIk NHpBMms 7FI sB7OHg3NSgPWL6 3ulT GMN DC ]J4 JC� ® -I M. 6 7 8 9 1. l m t5 14 13 12 1t t1a0 nao LOAOING (No SPRCING- 2-DO CSI. OEFL. in paid) Well W PLAIES GRIP TCLL 400 Pate Gnp DOL 1c0 TO ON VOMLL) Na - Na 999 MT20 244OW TCDL 250 Lumcer DOL 1 W BC 001 VeMOD Na - Na 999 SCLIL oo Rep Slugs Ina YES WE 004 HamCT) 000 11 Na n2 BCDL 100 COOe IRC2021/rPl2Di4 Matra-R WeJgM 54a FT=20%E 11%E LUMBER- BRACING - TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal) TOP CHORD ShucN21 woo050eatNl�g Uhectly applltlw680 oc Wrllns, BOT CHORD 2x4 SO 1650Fi 5E or 2x4SP Not w2WSP SS(8a1) except end veNfals. WEBS 2x4SP 1650F 15E M a4SP No 1 or 2W SP SS(8ag BOTCHORD Rgld telling dlreNy applied or 1 D Doc Mxing OTHERS 2x4 SO No SOON REACIIOBB. All Oeamys11-40 (10)- MaxG2v Altreatllo1N 25010 or ass atjolnt(s)m, i1, 19, 18, 1], 16, 15 14, 13, t2 FORCES. (a) -Max Comp Mlax.Teo-Allfirce5250 (10)orless except when sbmm_ NOTES- 1) A8 plates are 15,3 MT20 unless othaese Indicated 2) BOI, requires continuous IwBan Craig beamg_ 3) Truss to cedulysneaN fromoneraceorsecurerybmce agaastlateralmovemmd(Le.dogonalveo). 4) GaMe h ds spacce at 1-0 . 5) Recommend 2x5 strom]Lrecks, on edge, sp rcN at 10-0 0 oc and hastened to each tmss anth 3 load (0131"X W) raft Strongbacks to tie attacRV to walls at Mar order ends w restrained by order means �I :R ...........................:.... n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wa v�.s,.1mena4n��TesR.res nl�Lnnennnexnerena-e.l-Iruat�,a..Rnense. . -al �ro MiTek® ny trog a wai M Sae sure u olu e,y.,. ainuay n amtiwnalwm'aOne ,ad acsl Banner Comvonem safety lmorme6on �pue rmmve swenamamogcomponeal p . bob—�Jtle�� ) a�Om+e' eomm�enaom) yIs]ss1nll.,T k.s— Jab msTym UNIT-15 Kvdd2 Flm Supported! G.N. Bulldeca U.a(Ceuo , Camad Tx-T5006, 4 18 P 16 pry 6Ply 1 30s 2024 MR j R85361668 1 Job Reference/p.�11s0iA5, Ix Tbu Nav 141450562024 Page 1 26 IB:Vu&did•TYg,NIk%c6NNysBXBsnRTFiC'MSBTOHg3N5gPgnL6W3uIT1(bGKW�BaIJ4zJ0.Ct'�Af r1 5®n =1201 Lfi= 8 T 8 9 10 21 11 14 13 12 11 aw = 1z-2A a Plate offsets art— 11:Edce GATT rz¢Edce o-1-81 1210-1�.014fl LOADING (ps1) SPACI TCLL 400 P6teG TOOL 250 Lumber BCLL 00 Rep BCDL 100 Came I NG- 2 SR CSI. GEFL. n doc) Mood! Oil PLAM. GRIP DOL 1 TO 008 Ved(LL) Na - Na 999 W20 2"190 OOL 1 DO 0 02 VSd(CT) Na - the 999 tru Ina YES WE 001 HGT(CT) 000 11 Na No R=VTP12014 Matrk-R Weight 50I1, FT=20%F, 11%E LIUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or zW SP SS(flA) TOP CHORD Shududil wood sheathing doaUN applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or ZW SP SS(flag except and morals WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(flag'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc braCTg 11-21: 2W SP No3(flal) OTHERS 2x4 SP No 3(flal) REAL BONS. All bearings 12-24; Uld)- M.G. Aiere,on5250Workssar)olnt(s)20,11,19,18, 17.16, 15,14,13,12 FORCES. ad -Max Comp.Mlax. Teo- Allfiin[es 250(N) or F s except v.Ten sbowr NOTES- 1) All Ida es are 15x3 MT20 unless comrade, Indlcel I 2) Game requires continuous notion tlwN beading_ a)Truss ro de NM sh eathed from ce one raor smurely braced against a al movement (Igon e. diaal Wen). E) Gablesods spaced at t-TD. 5) Recommend 2x6 "Ad,toom, on edge, spared a11" 0 oc and fastened to each does won 3-Too (0131' X W) nail. StrolgbarM to be a11acRV 0 walls al then other enQ or restrained by othermea� 6) CAU ION, Oo not em t Wss nackwmds. VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4mm�p.�metrman4n��Tesn.,re5�4n���nGnnnexnaene.eeP.�e.,.,,m.,R�,a�Rnense MiTek® ny traog 1dpue rmmve snoM�elauwMoga componnent pamu 9ueace regatitla u paww a,. Goayrn e�msGam amranaw anac5B,, gComvon,NSoaiammfim y1s Tss35]llunewsmn �Om+r' eomm�enmom) LIUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or zW SP SS(flA) TOP CHORD Shududil wood sheathing doaUN applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or ZW SP SS(flag except and morals WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(flag'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc braCTg 11-21: 2W SP No3(flal) OTHERS 2x4 SP No 3(flal) REAL BONS. All bearings 12-24; Uld)- M.G. Aiere,on5250Workssar)olnt(s)20,11,19,18, 17.16, 15,14,13,12 FORCES. ad -Max Comp.Mlax. Teo- Allfiin[es 250(N) or F s except v.Ten sbowr NOTES- 1) All Ida es are 15x3 MT20 unless comrade, Indlcel I 2) Game requires continuous notion tlwN beading_ a)Truss ro de NM sh eathed from ce one raor smurely braced against a al movement (Igon e. diaal Wen). E) Gablesods spaced at t-TD. 5) Recommend 2x6 "Ad,toom, on edge, spared a11" 0 oc and fastened to each does won 3-Too (0131' X W) nail. StrolgbarM to be a11acRV 0 walls al then other enQ or restrained by othermea� 6) CAU ION, Oo not em t Wss nackwmds. VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4mm�p.�metrman4n��Tesn.,re5�4n���nGnnnexnaene.eeP.�e.,.,,m.,R�,a�Rnense MiTek® ny traog 1dpue rmmve snoM�elauwMoga componnent pamu 9ueace regatitla u paww a,. Goayrn e�msGam amranaw anac5B,, gComvon,NSoaiammfim y1s Tss35]llunewsmn �Om+r' eomm�enmom) VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4mm�p.�metrman4n��Tesn.,re5�4n���nGnnnexnaene.eeP.�e.,.,,m.,R�,a�Rnense MiTek® ny traog 1dpue rmmve snoM�elauwMoga componnent pamu 9ueace regatitla u paww a,. Goayrn e�msGam amranaw anac5B,, gComvon,NSoaiammfim y1s Tss35]llunewsmn �Om+r' eomm�enmom) Jab ITn« Type Dry Ply R85361669 UNIT-15 KW03 �Tvss Flom3uppotlel G.N. 1 1 Builders Deetonce(Cano N/m ,TX), Canodn,TX- 5006, Job Reference/pgpnalj Ix Thu Nw RI M.5] ID24 Page 1 630s 26ID24 MR ID Vu&ndrGYgWHs NHysBM-S 7 IC'MSB7OHg3NSgP,L6 3ulT GMD.IJ42JCW LL1$ 1153 II z 1 5X3 II a 1. II 4 3xa II s®tr=rlaz 9 3xa= un II 16K1 II 1c4 11 43T 410 PMIe Ofhe6 lX YI- 5 Food0.1 To 190.1A0.1-81 LOADING gee SPACIRG- 2-0O C51. GEFL. In `a) led "d PLAIES GRIP TCLL 400 P6te Grip DOL 1 W TO 0 Do VeRILL) Na - Na 999 MIT20 2"190 TOOL 250 LumMr DOL 1 W BC 002 Ved(CT) Na - nod 999 POLL Rp S Ina YEeorie Hq](CT) 000 5 Na Na BCDL 100 IR=VTP120145 Ma R� Weird 23 to FT-2 E11%E LUMBER- BRACING - TOP CHORD 2z4 SP 165OF 15E or a4 SP No 1 or 2W SP SSUSU TOP CHORD starring U1rec11y applied w�-0oc Shuctu21w dsteaN4 pu rilns, BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SSUSS except end veNals. WEBS 2x4 SP 1650F L5E or 2W SP No 1 or 2W SP SS(flal)'Exr¢pP BOTCHORD Rigid ceiling directly applied a 1 DO-0 cc anciM 8, a4 SP No 3dddD OTHERS 2x4 SP No 3dido REAL BONS. All bearings T3 0. (to)- M.G. Allredmdxe250 dav,sat)dnt(s)05,Z6 FORCES. do) - Max Compp Mlax.Ten .- All forces 250 So or l s except Anen shoo_ NOTES- 1) Gable repulres continuous bMlom UmN beamg_ 2) Truss W be NOy sbeaNeJ door one lace or searery bared dgvnst Meml movemem p e_ augonol w g 3) Gnbk sNd; spaced of 14o oc 4) Recommen02xG shmgbzcks, on Mge, spse0 al 1" 0 oc and Re dened to conch buss won 3-100 to 131"X 3") na05 Sddahac s to be aOoaded to xa11s al their older ends m rest21ne0 by other meads. 5) CAUTION, Do not ered Wss backwddi . YR . VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 d ny p.�metrma4n��Tesn. MS nanen.nE.nerene.eeP. dlrRneuse. Mill ny traog 9ueance rega ti� ce',yye„i M u ww JGI ouaimsN ryen tle� amtiwnalmm'ePtrnunl anndCSIB,,R,g ComponeMSoohl oo,odm m�m¢tle fiomM snoM�elduMog component pamu �Ore+e' eomm�enaom) y1s ]ss35]llunewsmn Symbols PLATE LOCATION AND ORIENTATION 1f2L�lIT L+I W Dimensions ionsaeplate on joint unless xnt offsets are Indicated , Apply pions are in h sidesinusioft, hs. Apply plates to both sides oP tmss and fully embed teeth . Ogee � F For 4 r 2 orientation, locate p ates 0-'�d' from outside edge of truss, This symbol inCoates the required direction of slots In connector plates. "Plate location detalls available in MITek software or upon request PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicatedin the symbol shown and/or by tax[ in the Bracing section of the output User orlbredng If Intllcatetl. BEARING Indicates location where bearings (supports) occur 4cons vary but reecdon section Indlcatesjolnt number/letter where bearings occur. Min size shown Is for crushing only Industry Standards: ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal Plate Connected Wood Truss Constmction, DSB-22 Design Standard for Bracing, BCSI'. Building Component Safety information, Guide to Good Practice for Handling, Installing, Restraining & Bracng of Metal Plate Connected Wood Trusses, Numbering System 61 1 tlimemlom shown in call) lx[eenMe (Drawings not to scale) 1 2 3Jolnt lO TOP CHORDS typ � e WEBS L33 Qv 4 k 0 u 4 Y s 3 u U OF ca css � a BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. Product Code Approvals ICC-ES Reports, ESR-1988, ESR-2362, ESR-2685, 5SR-3282 ESR-472$ ESL-1388 Design General Notes Trusses are designed for wind loads in the plane of the truss unless othenlvise shown Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by Others. 02023 MiTek®AII Rights Reserved M mi Te V MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023 A General Safety Notes Failure to Fallow Could Cause Property Damage or Personal Injury 1, Addl[ional.tadlllry pricing for puss "tam a 9, dlagonel or x-bracing, Is always requiredsae scsl, 2 Truss bracing must be designed by an engineer For wide puss spacing, Individual lateral braces themselves may require bracing, or alterni Tor I bracing should be considered, 3 Never exceed the design loading shown and never Stack materials on Inadequately draped tmsees. 4. Provide cold 89 of the truss design to the building deadens,, eracticn SupeNlacq properly owner and all other Interested peRles, 5. cut members to bear tightly against each other. 6 Place PI Ras on each face oftmee at each joint and am led fully, Knots and Wane ajolnt local ons are regulated by ANSI/TPI 1. 7 Design assumes trusses will be suitably protested from the environment In scoot With ANSI/TPI 1. 8 Unless othemIse notetl, in of stile content N lumber shall not exceed 19%at time of fabrlost on, 9, Unless expressly noted this design Is not applicable for use wIN fle retardant pressrvelve treated or green lumbar 10. Cam par IS a non-stuctu,R Consideration and 18 the reeponslpudry of truss fabricator. General credits Is to cembertor bead load den ePllon 11. Pike type, Sue, cremation and location dimensions Indicated are minimum plating requirements. 12 Lumber used shall be of Me species and else, and In all respects, equal a or beder then that stapled. 13 Top chords must be sheathed or purling provided at Sparing Indicated on design. 14 Bottom chords Moans lateral tracing R 10R spacing, or lees, If no del Ina I9 Installed IN... RneNvls. notetl. 15, Connestlons not shown are the responsibility of others. 16 Do not out or sitar trues member or plate WQnop[ or or approval of an engineer 17, I nstall and load vertically unless Indicated Premise 18 use of green or treated lumber may pose unacceptable environmental, health or perform once Asks. Consult Wlth project engineer before use 19. Review all potions of this design (front, beck, words and pictures) before use. Fw eWing actures alone Is not sufficient 20. Design assumes mendasture In accordance Wlth ANS[TPI1 auaitycrdtena 21, The design does not take Into account any dynem It or other loads other Her nose expressly Stated, CHILDRESS ENGINEERING SERVICES November 18, 2024 Grapevine Brownstones, LLC 15441 Knoll Trail Drive Suite 150 Dallas, TX 75248 Re: 250 East Dallas Road (Building 5) / Grapevine, TX Lot Block Plan Building 5 To Whom It May Concern: 2505 N Pl . Rd Su 4 00 Ricbards®,' 75082 214 516630P 214 51L631P wwwrss81oba1com This letter authorizes the following plan, designed by Childress Engineering Services, in accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been designed to meet or exceed the specifications stated in the 2006 International Building Code, the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33, and currently recognized engineering practices to be utilized at the project listed above. Calculations for the above plan were performed based on the following: Subdivision: Grapevine Brownstones - Phase II City: Grapevine, TX Soils Lab: UES Professional Solutions 44, LLC Soils Report: G241485 PI: 40 Qu: 1500 �GINEERING 3F If we can be of further assistance, please give us a call. We apprvbjoji114yto be of service. OP�'� ��P,.� •.1gsit/ �s Respectfully, .`.......... .......i.'. TCNY H. CHILDRESS •e 72029 ` i ..:..................... x F Tony H. Childress, P.E., S.E. F-7422 w .ces9lobelxom City of Grapevine #SYSTEMHAUSE Residential Energy Compliance Path 'u101N45O`""; B01DING TEXAS Energy Code Requirements of the 2021 IECC (IRC) as amended �mnn�sa A Submit with application for either II If p'm 0 A building permit OR ❑ A Certificate of Occupancy finny V Project Address: 250 E. Dallas Rd., BLD. 5, Unit 15 (Ph2), Grapevine, TX 76051 E"A`1 Project shall comply with one of the following: EBELXN:waE°°."0, ^ TBAE « ti ❑ Option #1— Prescriptive Compliance: Sections R401 through R404 (N1101 through 41104) 9 Option 42—Total Building Performance Compliance: Section R405 (N1105) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI ❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2 Note: The HERS® index is not validfor code compliance. ❑ Option #4 —ENERGY STAR Certified Homes® R102.1.1(N7101.4.1) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2 o Includes compliance with requirements from Section R402.4.1.2 (NI1024.1.2), R403.3.3 (N1103.3.3), and R403.6.3 711103.6.3) Note: Each 1-and 2 family dwelling shall be tested. ❑ Option If5— HB 3215 (67R) Home Energy Rating System Index Compliance o Includes compliance with VgG1RE3NE!/ICC301, as it existed onlanuary 1, 2021. o Includes compliance with the Mandatoryrequirernenis of 20181ECCSec[ron R406.2. o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4. Attach appropriate site -specific design compliance report and inspection checklist. Name and version of the compliance software (if selecting Option 2 through s): IC3 current I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the minimum requirements for the compliance approach selected above. Agency and Certification Number: SySterrlhaUSe - ICC 860592 Signature of Responsible Party: _,ALI Printed Name and Title of Responsible Party: William S. "Stan" Folsom, LEED AP Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a cammmee of the North CentaI Texas Council of Governments (NCTCOG). httos://www. nctcoe.ondenvir/reeional-buildine- rcolodamendments. RECEIVED_ 12/9=4 2,V004435 "Gapeare Brownstones 250 E DALLAS ROAD BLDG 5, UNIT 115 TOMILOME CONSTRUCTION Single Family House Energy Report 24% Project Details Above Code Project Name: Cadence_Grapevine Brow Builder Name: Cadence Homes Builder Phone: 214-341-0058th Builder Email: Stan@systeLD.5,U aisuresldescribedinthe20211ECCwthIR408.231Reduceldenergy Address: it15 BLD. 5, Unit 1 S p erformancefm water -heating option (DHW UEF greaterthan or equal to 0.81 as City: GRAPEVINE GRA use in service calculated bythe Energy Systems Laboratory, a division of the Texas A&M TARRANT Engineering Experiment Station using IC3 version 4.6.1 County: Zip: 76051 Certificate#: 1341996 ENERGY SYSTEMS LABORATORY Date Issued: 11/8/2024 ff I TEXAS A&M ENGINEERING EXPERIMENT STATION Notes: �<<Phase 2>»> Thevalues Produced azegeneraed by the DOE-2 Wilding ar.rgy.n.1yail program These values do not constitutes guarantee of actual energy usage by ESL or TEES. William S. Folsom, LEED AP 1C3 doenot address the adequacy of thes sizing of the heating/ xHe,rn1accordance SonWSSimuated Pefomonce Alternative cooling system. Emissions Reduction NOx: 3 lbs. Authorized Signature: SOx: 5 lbs. CO2: 4,946 lbs. . Cadence —Grapevine Brownstor Page 1 of 3 1C3!+ o„€.�od,"o"a Version 4.6.1 Copyright 2015 Energy Systems General Numberof Bedrooms: 3 Wall Cavity Insulation: R. 23 Wall Continuous Insulation: R. 0 Orientation: South Windows SHGC: 0.25 U-Factor. 0.35 Roof Cladding Type: Composite Shingle Radiant Barrier: Yes Sealed Attic: No Rooflnsulation: R-38 Attic Area: 1045 sq. ft. Cathedral Ceiling Area:0 sq. ft. Flat Roof Area: 0 sq. ft. Wal I Area Neat to Attic: 0 sq. R. Foundation Foundatlon Type: Slab on Grade Foundation Insulation: R- 0 A/C SEER: 16 Tonnage: 5 Project Information Structural Floor 1 Exterior Finish: Brick Floor Area: 407sq. R. Stud Type: 2x 6 Floor Wall Height: 10 ft. Stud Spacing: 16 in. Front Side Length: 22 ft Right Side Length: 23ft Mechanical Front Side Window Area: 36 sq. ft. Right Side Window Area: 0 sq. R. Front Side Shading: 0ln Right Side Shading: 0in Blower Door Test: 3 @ACH50 Back Side Length: 22 ft Lek Side Length: 23k Ventilation Type: Supply Only Back Side Window Area:O sq. k. Left Side Window Ares: gsq. R. Ventilation Rate: 80 CFM Back Side Shading: Oln Lek Side Shading: 0in Ventilation Operation: 24 his. Floor 2 Fan Power: 21 Watts Floor Area: 1036sq.ft. Area over Unconditioned: 629 sq. R. Fraction Outside: 0.9 Floor Wall Height: 12 ft. Duct Tightness Test: 100 @CFM25 Front Side Length: 22 ft Right Side Length: 42ft Supply Duct Insulation: R-6 Front Side Window Area: 84 sq. ft. Right Side Window Area: 0 sq. R. Return Duct Insulation: R-6 Front Side Shading: 0 In Right Side Shading: 0 In Back Side Length: 22 ft Left Side Length: 47ft Back Side Window Area: 90 sq. ft. Left Side Window Area: 0 sq. k. Heating Back Side Shading: 0 In Left Side Shading: 0 In Heating Type: Natural Gas Floor 3 Heating Efficiency: 0.8 AFUE Floor Area: 1045 sq. ft. Area over Unconditioned: 9 sq. R. Floorwall Height: 1 oft. Water Heater Front Side Length: 22 ft Right Side Length: 47ft Water Heater Type: Natural Gas Front Side Window Area: 54 sq. ft. Right Side Window Area: 0 sq. ft. Energy Factor: 0.81 Front Side Shading: 0 In Right Side Shading: 0 In Size: WA Back Side Length:22 ft Lek Side Length: 47ft Burner Capacity: WA Back Side Window Area: 58 sq. ft. Left Side Window Area: 0 sq. ft. Back Side Shading: 0 in Left Side Shad Ing: 0 In Ma .606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of Estimated Annual Energy Usage Proposed Peak Electric Demand: Proposed Total Area Lights: Energy Usage Category Pumps and Miscellaneous Ventilation Fans Mechanical Ventilation Space Cooling Space Heating Domestic Hot Water Site Energy 3.2 kW 1,055 kWh Proposed Design Standard Reference Gas (therms) Electric (kWh) Gas (therms) Electric (kWh) 0 88 0 88 0 1,014 0 1,262 0 185 0 173 0 2,814 0 3,341 259 0 422 0 97 0 97 0 360 4,101 520 4,864 Conversion factors: Site to source factor. 3.16 for electric or 1.1 for natural gas (SCC 2015 R405.3) Unit:1 MMBtu =10 therms or 1 MMBtu= 293.1 kWh Mm... .606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 3 of MiTeko MTek, Inc. 400 Sunnis Ave , Suite 270 Roseville, CA 95661 916.755.3571 PIMIRINOR The truss dmwing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Carmllton,TX). Pages or sheets covered by this seal: R85361625 thru R85361669 My license renewal date for the state of Texas is December 31, 2024. Texas COA: F-12513 lle��OR F-12513 November 15,2024 Hemandez, Mums IMPORTANT NOTE: The seal on these truss o mpormM desgns is a certficahon Met the engusm named is licensed in the iunsdictiou(s) identtred and that the designs comply wM1h ANS1I 11_ These designs are based upon parameters shown leg , loads, supports, dimensions, shapes and design codes), which were glvente MiTekor TRENCO. Any prefect specific information yxii ed is far MReks or TRENCO's custumeis file reference purpose only, and was not taken into account in the preparation of these designs_ MTek or TRENCO has not mdependenfly verified the applicability of the design parameters or the designs for any particular building Beforeum, the building designer should verify applicability of design parameters and property inom mrate these designs me the overall building design per ANSI fPI 1, Chapter 2_ Jab Tn Type ONIT-15 QAN Am01 ROOF SPECbll SUPPORT BUllaers Firslsaxee (Ceo ,Tx), cxmoBon, Tx- 5006, 'aa 11 2 &G= I 1PN J IUf Ss�� )) R85361625 Job ReferencGlgg)s0i�, Ix Thu Nw 141450362➢24 Page 1 630s 26ID24MReeiifisB IB:VUBmmGYgWHs%c6NNys8XBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJC'Jf 66U 66U as II s a 6 T b 5 a4 II Rd II Me= ua II I PMIe Otiieofx Yl- 603T03-ol LOADING (psi) SPACING- 2-0 C81. Be- In dcC) Died t/0 PLATES GRIP TCLL 1000 PUte Grip DOL 1W TO023 VCbLL) Na - Na 999 MT20 2"BW TORT 250 Lumber DOL 1 or 020 VCF(CT) Na - nor, 999 BCLL 00' Rep Stru Ina NO WE 090 Ha(CT) -0.W 6 Na Na BCDL 100 Care IRC2021RP12014 Maim-P Weight 311b FT=20% LIUMBER- BRACING - TOP CHORD zxa SP 165OF 15E or2x4 SP No 1 wzW SP SS TOP CHORD Binomial wwtl sbeaddng Ulreclly applies a 5814 oC Wrilns, BOTCHORD zxa SP 1650F 15E or 2x4 SP Na1 aw SPSS Cxcept eM veNmis. WEBS 2x4SP No3 BOTCHORD Rigid ceiling Olrmay applied or 5oc ending_ OTHERS 2x4 SP No 3 REACTIONS. All bearings"" (Ib)- Max Ho¢ 8=71(LC 29) Max UpIM AIIupI1ft100lborless tint(s)8,5e ep16=-1630(LC30),T=1663(LC27) Max G2v AllreadloW250Iba@s MlolM(s)8,5erxept6=1742(LC31),T=18W(LC34) FORCES. 00-Max. Comp elm Ten -All forces 250 du or CIE except when added TOP CHORD 1-2---680R04, 2�1IBV11T9, 3--59M580 HOT CHORD 7�767UM 6-T=136T/13(4T 56=59NMO b WEBS 3519 4,2-T=182WT7622L. 24562526 NOTES l) W d ASCE 7-16, Vup=115mpb D, scandal gust) S VasOimph. TCOL=6 Opst, BCDL �=6 0psf, hft. B-MIL L=MIR Cav�2ft Cat II; Exp C; Enclosed. MWFRS gineclunag add CC Calrel(J) zone, Cantilever left and right ex(wsed. end vertical left add MM Isdnmaed,C-0formem0. add Was 8MWTRSfissonly nForMW;eu DOL=1 60 uadsm s towd0plalegrip ForslWrasFer wud (ro�mal to Ne race), see SYaMam lndusby ),s oe Ne M1r! 27 Truss aus Gable End D as or Commit buMm. ANS as applicable, a nmle guaried buR]ug designer as pu ANSIrtPI 1. mme ut r pricing 3) PmvNe Meguale02lrege a) Gabled Wordcadn""Frm, Wit wnbnwusbmume Wee ceaccru be 5) Toes to be Wily one Fece or securely braced against Nte2l movemem Pe diagonal webi. SF.OFT. 6) 2TF0c"For m2maJfo a• p. -1 L!It 9S •.•''•,.•I Tuna CrsMRben psfboftom loadnonCnn nyollcerlrvebads. T)TMS j G,IS+ truesI dendesgned braind inaflamasth bM0r200psroniM W[um Uatl In a0 areas v.Terea reCGngle3b01all by 2-OO vnde 8)'Tbl T200p o beeollnum id / A MM,meas a.a wleMbetween We M(Wmcnord aM anrmcer memcem_ 9) Pmvue memankal tonne on (by mN s) orbuss W Ma pbte Capable mvnMb Wmg too Ib upIOI atpmME) B 5 except (VIm /...............................I 6=1630,T=16W /MARCOS A. HERNANDEZ 10) This wss has been desgnes for aRoal deg load or 300 pft Lumber DOL=B 3N Poo, gdp DDL-D 33) Connect Was to resist /••••••• ........................• drag leads along remain, Chem Man ALTO m 6-1-0 for 3000 M 1% 113878 .—. COR F-12513 November 15,2024 ,wA G V"Ms,PaMmetrmalanEADNnTeanNHISANDIN«naDMEEREFERENCERACEalro,m..,RAW3ORE use, MiTek® trader Fug—I9ueance rega title �� a',yye„s ws a n mw msN ouaiy'en amtiwnalwm'ePtrnunl anJaCSl BM mp Componem SaMylw5a,Mdn �pue rmmve snoM�elaumog component pamu �Ovw+.' eommmnenaom) 916753571uM1,TE T Type " PN R85361626 Ja kClnsetl 2 1 Cauo6bq TX- 5006, [p j 630s 262024 MReKi62.s U _ Too Noy1414503]2➢. Pagel ID:VuMn YgWHs NHysOMmnR7F WsB7OHg3NSgPWL6 3ulT GMDa7J42JCof a2o sau azo a20 025F1-2 3m@=r141 a II as = 2 3JI^ u a as = LOAOING (ps1) SPACING- 2-DO Can. OEFL. In pc) Well W PLATES GRIP TCLL 10D.0 P6te Gip DOL 1c0 TC 042 Val(LL) T07 4-5 >993 480 MT20 2441190 TCDL 250 Lumber DOL 1 W BC 035 Vat(CT) -014 45 >SD] 240 BILL 00 Rep Stress Ina YES WE D28 ThAACT) 0ol 4 n2 nh BCDL 100 Code IRC202V F,AN4 Malrtc-AS Wini (100 5 -- 240 WeJgM 34 to FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1a2x4SPS5 TOPCHORD ShucN2l wood sheathing directly applied. except end verhals BOT CHORD 2x4 SP 1650E 15E or 2x4 SP No1 or 2W SP SS BOT CHORD Rigid telling directly applied. WEBS 2x4 SP No3'ExcepY 15 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31 REACTIONS. pate) 5-T5 , 4=M6Tahicel Max H. 5=71(LC 9) Max Uplift 5=5D(LC 814--52(LC 9) Max G. 5,804(LC 1). 4-8011) FORCES. go)- Max CompMa,. Ten -All forces 250(N) or less except Men shmvn. TOP CHORD 15=2821112, 3-0=295/116 BOTCHORD 45-36W6] WEBS 25 96382,23 889392 NOTES 1) Who ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsl; Eli Opsf, h-�f' OR, BAST, L=40ft; eavei Cat IL Exp C. Encoseh, MWFRS poxckonar, add CC Contain) zone; cantilever led and fight exposed, end veNcel left and color sx,xYxd,C-0for headers and!ores A MWTRS far reactions shmvn, Lumber D01=1 SO prate gdp Di 60 2) Provide adequate drainage to prevent rater pondeg 3) That truss has s heed designed for a 1D O per hDBom clroN live load nommntareat with any other Irve bads_ 4) -This Was has been designed her We'md of 20 Opsl on the hoMm chord in ad areas Lunde a rectangle 380 tall by2-Do vide vn8 Fd beMmen the nottdm chord and any other members_ 5) Red, In glNegs) for truss to Bass mnrrcxWns. 6) Pannone mechanical connection (try agreed of Tons to bearing plate capable of withstanding 101) Ib upOh at pimps) 5, d ]) Thin truss design requires that a minimum of 7/16" structural wdW sheathe, be applied directly to the lap chat and 12- gypsum sineebock be applied the" to Me bdBom chard n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 �ro��aioas�es ngatw, MiTekgesI.,„aenafmniPimrunl nz u ev om° nm ,.ic e 1-H .1a,�,=,1,Mflo.s— Jab TnROOF Type Dry PIy QANm Bl' q R8536162] ONIT-15 A03 ROOF SPECWt GIRDER 1 L Job ReterencGlgq� ) Builders FirslSaace (Cart ,TX), Carto6bq TX-5006, 630s 26 ID24MRei fidLsOifs lx Thin Nw 14 la Rh"'d. Pagel ID:VuBm YgWHSXc6NHpBXOznnR7F WsB7OHg3NSgPWL6 3ulT GMDmIJ4 JC]I 1T2 Gatz a8n 1" 10 12-1. 15-1-0 112 .18 z-1-15 2-1-15 11-C z-s] 5®n =t 253 025 12 .m = zx4 11 3xa = zx4 axa = .4 11 4x5 g 12 2 3 d 5 6 13 ] 1 0 9 1t 4x8= ]xYb= Sv&= 8 111 4x5 — IT4 2 6b12 10A10 N314 15d-0 b]E LOADING (psi) SPACING-2-0U C51. OEFL. In (bc) VUefl Ud PIJVES GRIP TCLL 1000 P6te Go, DOL 1 W TC 031 Ven(Ly C S "n >9YJ 480 MT20 24N19J TCDL 250 Lumber DOL 1 W BC Dan vmku) -0P 3l0 >999 240 BCLL 00 Rep Ske's Ina NO WE 094 Hoa(CT) 004 8 Na Ina BCDL Joe Conde IRCz021RP12014 Matrix -MS WIM(LL) 003 10 >999 240 Weight 2081b FT=20% LUMBER- BRACING- TOPCHORD 2,6 SP 2400F 2 BE or2n65P DSS m 2x6 SP M 31 TOP CHORD Structuralwwtl sheathing directly applied w 55 ocp pins, BOTCHORD 2x6SP2400F20E or 2x6SPDSSOr2x6SPM31 except ear veturals. WEBS 2x4 SP No 3'Exr¢pt' BOTCHORD Rigid ceiling directly applied or To cc anciM 1-11 2x6 SP 2400F 2 BE or 2x5 SP DSS m2x6 SP M 31 REACTIONS. (size) 11=0.58, 8=D68 Max Horz 11=]5(LC 5) Max Uplfl 11=267(LC 4), 8=z45(LC 5) Wax G2v 11=43]4(Lc 1), E=414o(LC B FORCES. (Ib)-Max. CompRAax Ten-Allfirres250platokssexceptwhenshowrt TOP CHORD 1-11=671/56, Y-2-493139, 2-3=10515r561, 3-0=105ha1663, 45�993/430, 5f,=.6989/432 ]�113/51 BOT CHORD 10.11=52lD289.910=4095165, B-9=294M362 WEBS 2-11=]66]/518,2-10=-2VaE635&10�01/1354-00-1ISM 71Y, 49=2]85/20], 5 39/59, 69=19913423, 6d=5409349 NOTES- 1) 2-pty ass to Be connected! together vMh 10d in 131 NY) nails as Mlows Trip clwNs connected as full ows M - 2 rays staggered at 0-TOoc, 2x4-1 lox ato9a m Bottom chains connected as rations, 2x6-2lows Ma,mmid at 030 oc Webs connected as!allows: 2x4 -1 low at G-9C cc. z)M kids are considered eguallyapplledtoallplle., pldmtedas Ronl(F)orbx (B)Ma in Ore LOADCASE(S)se n Pith, pN connections have man to to distribute only loads noted as (F) or (B), umess o0 emse ndlcateIr S� OF TF \l1 3) Wind ASCE 7-16, Vutt=115mph (3-second gust) VasdSYmph; TCOL=6 OpsE, BCDL=6 Opsf, b�00. B-0Sfl, L=MIR eav,SB, Cat .• p. 4Sl IL Exp G EaJoseq MWFRSmunclanak, canMeverled and nghtexposed . end vertical eR add near exposed; Lumber DOL=1 So plate gas DOL=1 SO �•. / /A 4) Pmvindeadeguate drahege to prevent vela pcandng as ti e load lrvebands. ............................ 6)Th6 truss eadaha0ces the botmm toad In allareas wnerearecrangn3ab tae by z4ld wide has bendeseignedfr the Wit s)'The truss has oeIn deslgxdnra a thehinnoanavrtenlwMany youshe ;.MA DZ /MARCOS A. HER..... a n memcers_ wRhtbetweenthelMlomchon add anyn ••••p••••••••••••••••••••••p•••• of T)11Phonate7 memanical conneLlon (by Nners7 of pass m lieanng pate capable mvn0islaMing too lb uplm at pinks) except flt=pl 8-245 1 11 38 78 fi"1°9O,r;. <iCENSE�: 8)Burga(s)o otherconnesion devne(s) shall he manned sutticdatosuppod concenbatal banks) 1000 In down snit 5l lb up al 1,�SS�QNALG\� 36q am i 0001b down and 51 In up al 13 HT on top ctioN,and 2475 lb down and 2o3 n up at 6-412 on bo0om audit The desgn/saecbonorsuchmm tnndevlre(s)Bnerespansiblli( aothes LOAD CASE(S) Standard COR F-12513 November 15,2024 nn v nane A. �ynp.�metrrtan4n��Tesn. Ms ni mnrn.nexname.rek. e.,.,,a., ,aannense at �6�mce •ve✓m MiTek® [mn,urrl cmabm ny traog 9ueance rega title �x m%vmn> wOm u ww msN ouainren am tiwnalwm'.Pimrmvl anJarsl0,Rmrnmpon,iaShhynamm,8m m�m¢tle fiomM SnoM�eiauMog compvieni pamu Ore+.' eomm�enaoml m C51111.ulck.s n Jabmss �Tmss Type UNIT-15 R03 ROOF SPECML GIRDER suime Fimiswxea(Cauu ,Tx). cartoylon. Tx- 5006. LOAD C113E(5) S n0a,U 1) Dea . Rm1 Dve (0 Wnu ) LumOel ln[rea -1 00, Plate Ina as l DO Un0om LoMs (p0) Vert 1- 50,8-11=-20 Co¢ nMa Loaas poj Vert 10=2E75(F)12=1Oo013=1000 py P q [p�1p R8536162] 1 630 s L 26202E..1 6 dI1 IV, Ix Thu Nw 1E 105037 2026 Page 2 ID VUBmd YgWHs NHysBM-s 7FILMSB7OHg3NSgP,L6 3ulT GMDu]JE JCW roea sa.ewan,se. MiTek® g,�evmom°p,enm��-N ,�.—I Jabvss Dry Ply R85 61628 DNIT-15 A04 �TvssType MohwpeN 2 1 Job Reterenre/yMpnalj BuiMers Firsl3eurce Carta ( ,TX, ) CartaOloq TX-5006, 63N 26IDR7 ISgThin 1450382➢24PJ 1 W 10VUBmdKGYgWHs%c6NNysBXBsnR]FIC'MSBTOHg3N59PgnL6W3uITXbGKN5CBdIJ42JC']f WLN3ul4 29-0 12 $1 12a-0 15-0-0 ' 29-0 23d a 2d 238 . 2d8 2AU ' a@=121x dx rz z 2 4 2.4 II a4g 3 4 1 ,q 1i6Y8 - 5v8 - -4 II ss - 3x4 II T 9 IVI 5x8 - 8 5>5 = 18 4110 S2-8 LOAGING (pst) SPACING- 2-DO C51. OEFL. In heir) weft Ud PEAIES GRIP TCLL 1V P6te Gip DOL 1c0 TC 043 Ved(LL) -0i6 3t0 >999 480 MT20 24V190 TCDL 250 Lumber DOL 1 W BC 079 VeMCT) -021 310 >839 240 BCLL 00 Rep Stress mG YES WE 0W Hoo(CT) 007 8 tea nh BCDL 100 Code IRC202VTF,A)14 1,dUcAS WMOUT) 005 S10 >999 240 Ward 8110 FT=2(Y% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1a2x4SPS5 TOPCHORD ShucNml wood sheathing directly applied. except end vernals BOT CHORD 2x4 SP 1650E 15E or2x4 SP No 1 a 2W SP SS BOT CHORD Right ceiling directly applied. WEBS 2x4 SP No3'ExcepY 1-11 2x6 SP 2400F 2 0E or2x5 SP DSS or 2x6 SP M 31 REACTIONS puxe) 11=0.58, 8-0.•i8 Max Hox 11=81BOg Max Up118 11=106(LC g, 8=-109(LC 9) Max G. 11=2019(LC 1).8=2019(LC 1) FORCES. (M) -MaxompMl C.ax. Ten- All forces 250(N) or less except xTen sbovm_ TOP CHORD 1-11�3554, 2�3739/808 3d=3738oyt0, 45=-35]Y]T9, 5 - 3$ R83, T$ 3088] BOT CHORD 1 Ot 1�431, 910=-96114051,&9- 11VP249 WEBS 2-01=282&6502-10=31]11601,&10�99N]3,4-00=413N 3$4-Y-6 1W, 5-9-�`i.Ym 167, 6-9-340M64% 6-8=273 15 NOTES- 1) W it ASCE 7-16, W8=1 t5mph (3seccnd gist) VasdSimph, TCO1=6 Opsf, BCDL=6 Ops. h,3Ofl; B-4511, L=408; ean,5ft, Cat IL Exp C,Enclosed, MWFRS(dinchanal) and CC Caner(3) Anne, oni llever led and right exposed, end We Ileft ad right exposeRCL Mr members add faces A MWFRS fir reactions shgvn; Lumber DOL=16g plate grip DOL=f 60 2) Provide adequate Manage To prevent xaer ponddy. 3) The truss R s been designed for a 100 pef bo8om tlw,M hve load norawncurtent with arty other live Bads_ 4)- The Wss has been designed Mr a We trod of 200,W on Ore WRom chord in ad areas whir, a rttUngle T60 to®by 2-OO vide \ wfl,, etween tee beftom chow am am ether members_ OF T e "1 % 5) Proves, mechanical connection (by Wes) of boss to L ring plate capablecdVn(hslaMmg MD IN uplm alpnngs) except (t=b7 tptE • 6) The Wss desgn be ha 10' nes 7fl(T ddecly to Me top / Airlines mblm od shearing cd and at a um a strcb u2modapplied gypsum MJ�j slheeI he applied dy" to the Whom and w� ;f ....:......................;.... ;MARCOS A. HERNANDEZ 1...•. 113878 i... COR F-12513 November 15,2024 ,wA � ve�y4nd�p.�metrma�4n��Tesn.,res4kn��inan.nexnaene.eeP.�e.,.,,m.,�a,aaRnense. MiTek® uny traog m%vmn> wuceM 9ueance rega title fir. n ww msH ouaihycn amtiwnalwm'ePtrnunl andacsiau,Ra,C,mp,-io SoolyIrortm6on �pue tromp, snoM�elauMog component pamu �0�+.' eomm�enaom) srci5InlllJoc.s— Jab Tn« �Tvss Type Dry PIy QANm Bl' R85361629 UNIT-15 M5 Ja kClnutl 6 1 Job ReterencGlp ) BuiMers Firsl3aace (Cart ,TX), CartoObq TX-5006, 630s 26IDoral., iKdLsO�F's lx Tbu Nw1414So.,I. Pagel ID:Vumv ygmHs NHysBM-nR7FTC'MSB7OHg3NSgP,L8w3ulT GMDa7J4 JC21 Z81 1LL11 ]ba 3413 1227 "11. 281 14U 2d9 2b9 2b9 L.I sale-124 o2s FIT as= a<II &4= —11 On = 2. II cell 2 3 4 5 B T yl o S ✓11 Sol = Sea - sr8 so-n so-n LOAOING (pit) SPACING- 2-DO C51. TCLL 100.0 Plate Grip DOL 1Ed TO 041 TCDL 250 wmcer DOL 100 BC 074 BOLL 00Rep Strgs Ina YES WE 0]6 BCDL 100 Cat IRC2021rtP12D14 laftai LUMBER- TOPCHORD 2x4SP1650Ft5Ea2x4SPNo1M2x4SPS5 BOTCHORD 2x4SP 1650Ft5Eor2x4SPNo1oa WSPSS WEBS 2x4 SP No.3'Except' 1-11 2x6 Sp 240OF 2 BE or 2xS SP LISS or 2x6 SP M 31 rOca ex 14108 S 11 OEFL. lU (bc) Web HC PLA7 GRIP VagLL) C 4 3t0 >993 4W MT20 24V190 Vat(CT)0 t9 310 >9m 24a RUEACT) 006 8 Na n2 VAMILL) OD4 S10 >999 240 Wmghl 79 to FT-2 BRACING- TOPCHORD ShucNml wood shralMg directly applied. except end verlkals NOTCHORD Mgld ceiling directly applied. REACTIONS. Pixel 11=058, &Mcrlmniad Max H. 11=81(LC 9) Max Up118 11=103(LC g, S- lDLC 9) Max G. 11=1958(LC 1).8=1958(LC 1) FORCES. (Ib)-Max Comp.Mlax. Ten- All fires 250(N) or less except eden areas TOP CHORD 1-11=325M, 23 51STM, 3d=3518075, 45=-.3S58rr47, 56-33610751, T�299/86 BOT CHORD 101 I�DcI282,310=-9223825,&9- 272124 WEBS 211=2689635, 2-10=3WR524,&10�169.41D-3WV128,4-�901179, 5 9—MeVlME 6-9-32W1602, 6-8=261N625 NOTES- 1) W it ASCE 7-16, Vu8=115mpb (35eoaul gust) VasdSimph, TCO1=6 0pst, BCDL=6 � DpsY. k00; B-45fl, L=40R; eav,5fl, Cat IL Exp C. Malosed, MWFRS (dlretiionad add CC GAEMES) zrne, onion ever left and night exposed, end veNal ER and right expcsed.CL nor members add faces 8 MWFRS fir reactions sbgm; Lumber DOL=1 W plate gdp DOL=16o 2) ProvlM adequate dmlrege to prevent rater po sig r us 3) Tbs truss has re s bn deRgned im a 100 pit bo0om tlwttl give load noncr ncurtent with arty olber live Was 4)- This tire, beryl desig dpar a Eve lead of 200psf on the Whom closer! in a0 areas ere a rectangle3 0ME by 2 Mynde WN fit between Me WOam card add rt aUnix memcers 5) Refer to ghdeors) norwss W buss annecWns 6) Provltle memamcal connection (by N res) of Bass W bearing plate capable of wel sUMing 10016 trafft at jolnt(s) except Ot-M) 11=10$ 8=1 Be ]) Too truss deign requites Mad a minimum N 7PIV'sNstumi wood sheaNlng be applied dM,xUy In Me top rind and I2' gypsum ar eback W app4etl dlnectt/ to Mite WOom chord n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jabmss Noss Type Dry PIy Bl' q R85361630 DNIT-15 AOSA JACK-CLOSEB 1 L Job ReterencGlp� ) Builders FlrslSaace(Carr,TX), Camara, TX-5006, 630s 26ID24MRei R2L 1''s I— R. Nw I 1a So. 2R24 Pagel ID VuMm YgWHs NHpOM-nR7FI sB7OHg3NSgPWL6 3ulT GKWCDo7J42JC'21 x R 5 11 R5 < an a 12-2-0 L-tO8 2. 2 49 14 a 14 S 249 2E-1 s®I.-1245 02 12 3.6= z.411 3.4= 2.4 II 3.4= 2 12 3 5 1 13 10 9 3x10 - 3.1. - a-11 R,Fa ' SU-11 4A3 ' LOAGING (pst) SPACING- 2-DO Can. OEFL. n god Poe8 lad TCLL 100.0 P6te Gip OOL [c0 TC 036 VEMLL) C08 310 >999 480 TCDL 250 Lumcer TOIL 1 W BC 052 Vedi all 3 a >999 240 BCLL 00 Rep Stress Ina NO WE 0a Hari 004 8 Na Ma BCDL 100 Code IRC20217F,2014 Ma0[t-AS Windi Too S10 >999 240 LUMBER- BRACING Ron Rit 5- PIAms GRIP MT20 24,VD0 Weight 48011, R=20% TOPCHORD 2x6 SP240OF 20E 0r2x6SP DSSor2 SPM wood dlcaN 31 TOPCHORD Structural od showhi, directly applied. except end ve BOT CHORD 2x4 SP 1650E 15E or 2x4 SP No1 w2W SP SS ROT CHORD Iligld ceiling directly applied. WEBS 2x4 SP No 3'ExcepY 1-11 2x6 SP 2400F 2 0E or2x5 SP DSS or 2x6 SP M 31 REACT ON3. (sire) 11=0.58, B=Mcrlmnlral Max Hox 11-7819) Max Uplld 11=141(LC B), 8=-061(LC 9) Max G. 11=2822(LC 1), 8=3011) FORCES. did -Max Comp.Mlax. Teo- All forces 250(N) or l s except v1di shower TOP CHORD 1-11-48Y130, 23 908I1078, -0 48951079.4 F 27DW9 5b=427D/ . 7�996239 B(3T CHORD 1O11�B&3532,3to- -115V48B68-YL 841 WEBS 2-11­Roldeal2-10=334/1651, 3l D-876itF, TrMl 3. 59�TH122 6-9=-380M816, 6�3414(804 NOTES 1) 2pty days to Ire connected together wM wri (0131`x3') nails as t01bas_ Top chords connectM as folload 2x6-2 rays staggered at 0-30 oc, 2x4-1 raw at 0-ST oc Bottom on de, connected as Toll. 2x4-1 Buy at 0-TC) Webs donne ted as tokows 2x4 -1 any at 0-9D od 2) A9 leads a2 conewered equally app&U to all pges, except IT noted as and (F) or back (B) lace In the LOAD CASE(S) seams Ply to pry domlcotrons have been pmNded to dolubNe only loans noted as (F) or (B), unless agenda, Indicated 3)WM-ASCE]-i6 ViiThmph(3sttmd gust) Vascoldr ,TCDL=60psf, BCDL=60psl,b-�011, B-0511, 1=40ft, eav,5ft. CatTF.\\1 IL Exp C. Endoseh, MWFRS(dlrecL 4add C Comer(3)zonedanRlever led and right ey0sed, end veNcel left and lMht p. . ...�jaMJ�j expSm eQC-0farembers and foci MWFR5lormadlonsshoq wLumber DOL= (Anntegdp DOL=160o 4) Provide drainage to / adequate prevent rater pondeg 5) This Food hasbeen designed for a l o 0 psi bottom clroN live load nommncunent with any 0urer live bads_ + 2• //� �� 6)' This tors, has been designed bar a WdWit of 200psl on the botlom chow In au areas wMe a recrangie 3b4 tal by 2-DO vide /^^t^•••...................... wt® N between the twom chord am am otlrr mendsom �MARCOS A. HERNANDEZ ]) Refor to protests) forhods to W55 connections. -1......................p••••, ,� 8) Prwns, mechanical conimandn (by others) of Ross to beamg plate capable of withstanding wD II, upOft Mpint(s) Except (p=U) 9)TNA WssllesgnrequlresNtaminimum N7116"shudumlwoodsheMhingbeappirewdhediyWMeMpcb wdl2"gypsum 11\ sheeWdt r, applied drrecny to the bottom chord SS/ONAI"'G`� 1In Hangem) or other Connection dencets) shad be pmvged sNociat to sup" Concentrated harts) 1oo0 m dawn old 220 lb up at 3-0-0, aMd moo Ib down and ZM IM up at 1341-0m rap chow The cesgmseledlon orsucb m rdecwon dwice(s) sftre oxponsbllMorathers. COF-12513 Loao CASE(S) Standard November15,202,2024 r ngnned nn nanP2 Ayr G V" 91paialaREAD lnTERONTIMMnl�mwn.nexREFERENCEIvor lead m..,y�3affnReuse. �aPo MiTek® ny troop 9ueance repo title �� dww u msn e,. MSIT diourrcn am bona lwm'.Ptrnuse a ndacsiaurnacomponemsanahlmmminfim �pue rmmve snuM�elauMog component pamu a�Ore%' eomm�enaom) MrI551nlluue.E u Jab ITn« �Tmss oNIT-15 N/mMSA JFCK-CLOpeSED suime Frslsaxea(C— ,Tx), Cauo n, Tx- sTy 006, LOFO CAM(5) S n0a,U 1) Beatl+Rml live (OaNncM) Lu.O , ln[rea -1 00, Plate Ina .a l DO Unamm LoMs (p0) Vert 1- 50, 8-11=20 Co¢ nMe Loaas poj Vert 12 two l�l000 1 P q [p�1p j R85361630 1 6M s L 26202E MReKiKdI150V Ix Thu Nw 1E 1050392➢26 Page 2 ID V.Bm Y9WHs NHysBM-s 7JM .B7OHg3N59P,L8w3ulT GKW�OUIJEJCW roea sa.ewan,se. MiTek® g,�evmom°p,enm��-N ,�.—I Jab ITn« TYPE Ory Ply R85361631 UNIT-15 A06 Roo ROOF SPEChIL SUPPORT 1 1 Builders Firsl3axce(Carta N/A0 ,TX), Carto6bq TX- 5006, Job Reference/pgpnalj lac ThU Nw 141450392➢24 Pagel 630s 26ID24 MR ID:VuBm YgWHs NHysBM-s 7FI .B7OHg3NS9P,L8w3ulT GMD.IJ4 JC'II 14 1. 141. Man,-1245 Bras FiT M4 2x4 II 2. II zx1 Nfi 112___ 3 43eF= 5 _ a.= ] 8 9 18 17 in 15 14 13 a 11 10 2x4 II 2x6 g 6[8 = 2. M = d6 II 6xa = 2. B on = i4-1. 4168 Plate Offsets(X Y1 112"S "To 1140"0-SOI 116 TT800.3N LO DING (ps1) SPACING- 2-0 C51. OEFL. In dial VdeB I/d PLAIES GRIP TCLL or. P.M Gip D.L 1 W TO023 Ved(LL) in - Na 999 MT20 244/190 TCOL 250 LumMr OOL 1do BC 016 Ved(CT) Na - No 999 BOLL 00 ' Rep Stru Ina NO WE 0 % Horz(CT) T 01 10 Na Na POOL Joe Code IR=VTP12O14 Mr1 S Weight 80 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 w2WSPSS TOP CHORD Structural station, station,n, director ly applied 6-0-0 pu CC dins, BOTCHORD 2x4SP 165OF 15E or 2x4 SP NO w2WSPSS except end veNcels. WEBS 2x4SP o N3'Es"i BOTCHORD Rigid ceiling directly applied 6a 0 oli C Man¢ Except 1-182x6 SP 2400F 2 BE or 2x5 SP OSS or 2x6 SP M 31 106S oc tracng. 1718. OTHERS 2x4 SP No.3 REACOONS. All Oeadngs 141" (to)- Max IT. 10 81(LC 9) Max Uplift At uplift Had b or less al ands)except 1B=353(LC 22)10=983(LC 30), 11=-99MLC 27),12=1028(LC 30), 13=-1041BO 2]), 14=101MLC 30), 15=-1024(LC2T),l =953(LC30),17- S(LC2p Max G. All reacllma2WIb.,le i)oint(s)e p[18=355(LCM),I0 lO5(LC 31), 11=1120(LC 34),12--1139(LC 31),13=115](LC 34),14=fl23(LC 31), 15=1139(LC 34), 16=10Ffi(LC 31), 1]=]33dLC 34) FORCES. Uhl -Max Comp/MaC.Teo-AIIPore¢250 (Ib)orless except wlren sbmm_ TOPCHORD 211034/10503-0 451/,Va.4=9]4h3]6M6 MV3]8,6-]-86&868 ]8=39]1354, 8-Tti`88/555 HOT CHORD 11-1]=820er36, iSi6=498/45q 1415�45/l9], 1314�01/3]6, 12-13�9]l8]2 6-153939 82]/3]6, 1&-02 10. WEBS 511=108]/1101,]-12,496/1B0,9-13=1TVY114Z 514-501/18y,415=-1132/1118, 3-16-�`222052-P-47(od$2-16=-150711553,4-04=152&fl54$6-12=-15050515. 810=1321/1331 \\\� 0F•TFx� NOTES FtpSE 11 1)W it ASCE]-i6, Vu8=115al(3Ssxdrd gust)VaMdIRrph,TCOL=60psf,BCDL=60pst,0�Ofl; B-15$. L-MIE eavc=2ft, Cat j G,J.• f �) IL Exp C.Endlosed, MWFRSMixecllonad mM CC CAMERM)Aae,cantlleverled and right exposed, aid wMad left mM tight / expcsedCC(or memCas add forces & MWFRS for reactions strand, Lumber OO1=160 plane grip DO"ED 2) Tress designed fir vied kedsmtlleplalreofthe Wssonly_ For"sex(wsedtowmd(l alto8ie Xsee StaWaMindus8y /••••2•••••••......•••••••••2•••• Gagne End Defads as apprable, or consuflqualified wlamg designer as Per ANSVTP11_ /MARCOS A. HERNANDEZ 3) PmvlOe adequate d"Mage no pmvent y2Rr priding ••••p••••••......••••••••••p•••• �l 4)cable acquires mhtinaous bottom mom hearing _ 5) Tres lace fairy sMatbed fiom one face or sealrery braced against Ideal moarrerd(e-da,halx td 113878 y�o: •yji s) Gable 2o-B A ;</CENSEL+\1�f studs spaced of oC 1 G; 11d ]) The buss Ims ceen designed N G for a 100W Whom c1wie load nonlosencurat with any order lose bads_ SS/OriAl'�' E7• This Buss has been designed for a We bad of 20 Dog on then m chid In all areas where a rttflngk 3 tall by 2-0S vide wN M refined Me Wlmm chord add a, ottcer, membms_ 9) Private Mechanical connechon(by oh"RU of Bass To beam,plate Capable of withstanding 353 toupift atpot 18, 982M upYfl at COR F-12513 )omt T), 998 to armal pant" [O281buplift of} h1$ 1041 to upift a joint13, 1010 to uplift at pant 14, 1024 to uplift at lost 15, 953 N uplift at ant 16 and 638 toupffi a joint P November 15,2024 AwRMMS V" 1y1ism—trman4REAR Nmasna,resAND Wadm.nexREFERENCEPAGE.,.,,m1.,RMd3affnRedse. �nro MiTek® ny traog m%vmn> wined 9ueance rega title �� u ww msN ouaidycn amtiwnal-ER'n ian) a,dacslIR,Ra,Co,p,neMSoROl i-xa- m�m¢tle fiom Ye S6oM�elauMog component puma �Ore+e' eomm�enaom) .,a155I'llmxlY.E— Jab IT— �Tmss Type Ory Ply tl/m R85361631 ONIT-15 RO6 ROOF SPECLll SUPPORT 1 1 ( ) Job0 et nre/yMpnalj Builders FirslSaace Carta Cart00bq TX-5006, 630s 262➢2E MN Ix ThU Nw1E1050392➢26 Pa 2 ID Vu&n YgWHs NHpOMmnRIJi sB7OHg3NSgPWL6 3ulT GMDoIJO JCJI NOTES 10) This imss nas Ocen ctestgoect fora tNal tlmg IDW of 300 p0 WmQ oOL=(133) P6@ gnp COLji 33) Corneal Wss to rests[ Ogg tracts along Oollom eOON firm OTN to 141"for 3000 plf roea sa.ewan,se. MiTek® p ev om° nm -N m� ,.. e s,a,�,r;.1Kr=� Jab Tn .� �J. Type UNIT-15 N/III AA007 Ja kClnutl Bnlltles Firslsaaee(Cenu ,Tx), Caromm Tx - Soo6, 14-12 3112 1 .= City P R85361632 1 1 j Job Reference/p.�Is0iA5, Ix Thu Nw 141450.402➢24 Page 1 630s 262024MD ID:VuMn YgMHs NHpBMmnR7RI sB7OHg3NSgPgnL6 3ulT GMDa7J4 JC' aa # I2 a]5 12 sa@=1111 z ax4 = 3 I I \ 3x6 - v d h4 - LOADING (psi) SPRCING- 2-00 C51. GEFL. In (Jac) Weft Ud PLATES GRIP TCLL 10D.0 Plate Gip DOL 1 W TC 0 W VeMLL) -0@ 5 >999 480 MT20 24,V190 TCDL 250 Lumcer DOL 1 W BE 019 Vai(CT) ow 5 >999 240 BILL 00 Rep Str ar Ina YES WE 049 Hmz(CT) 000 4 n2 ma BCDL 100 Come IRC2021frP12014 Matal WIM(LL) Gal 5 >999 240 WeJgM 38 to FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w4SPS5 TOPCHORD ShucN2l wood sheathing directly applied. except end vemlrals BOTCHORD 2x4SP165DF15Em2x4SPNo1m2WSPSS BOTCHORO Rlgltl telling directly applied. WEBS 2x4 Sp No REACTIONS. (size) 6=1,ecbama1, 4-0. Max No. 6= B(LG 9) Max Uplift 6=55(LC 8). 4---mr(LC 9) Max Gary 6=8]8(LC 1), "78(LC 1) FORCES. (M) - Max Cmr,,,p tTen- All Micas 250 But or less except wlren sbmm. TOPCHORD 1E—&45202, 1-2-88)280, 34-314M20 BOTCHORD 4b 42APQ WEM 15-351110O, 2S-V[Bc30, 24-102WM7 NOTES- 1) Aft it ASCE 7-16, Vu11=1 Meoph (3,aoAd gist)smSCD Vaimm. TL=6 0psf, BCDL=6 � Opsr, h0n; B=45$ L=40ft; eavct5ft, Cal. IL Exp C, EndoseR, MWFRS purrournaO aid C Comer(3)zone; cantilever left and ran exposeb; end vertical left and Firm expov.V;CL Mr memhxs add tortes 8 MWFRS Mr reactions snows, Lumlmr DOL=1 GO plate gdp DOL=160 2) Prwie adequate manage M prevent vaMr pondmg. 3) This Wss has Caen desgnem Mr a 100 per Whom card live loam nonwncunent with any other lure e Jam_ 4)•Tins Imss has teen designed for a no, lead of 20 Dpst on the bottom chmm In all areas where a rectangle 3 tall by 2-0 vide WR In national trainman rand add am oHm members_ 5) Refer M guider(s) Mr Bass to buss connections. 6) Panama mechanical connection (by offers) of truss M nearing plate capable of wthstaMnng 5511, upon a joint and 57 0 uplift a[ 1DIda T) Thin buss design regdres Nat a minimum m 7116" structural woW sheathing he applied directly M the Mp chmm and 12" gypsum shcebr ck the applied the" to Me Whom Union ySPS� F'r4 11 MARCOS A. HER.... ............................ 113878 COR F-12513 November 15,2024 MiTek® Jab vss �Tvss Tyra, UNIT Sol R-asi aal SuIMem Firslsaxee(C-M ,Tx), Carman,Tx- 5006, 2-5 t0 2-S t0 .4- 2 1 8 pry Ply j R85361633 3 1 Job Reference/p.�11s0iA5, Ix Thu. -la 145P48211 Pagel 638s 262824 MR ID:Vumv YgWHs NHVBMms 7Fi sB7OHg3NSgPWL6 3ulT GMDo7J4 JCs! b7-i2 &68 438 025FIT 5xq= 5®@=t1]5 2xa II Ma II T 4 5 Lfi = ] fi .1. = EP N7 2 PSa b7-12 b7-12 LOADING (psi) SPRCING- 2-DO CST. OEFL. n poi Weft W PLATES GRIP TCLL 100.0 P6te Gip DOL 1DD Trip 041 VCdBT) TIM ] >999 480 MT20 2441190 TCDL 250 Lumber DOL 100 BC 023 Vat(CT) TO ] >99 240 BOLL oo' Rep Strgs ln0 YES WE o45 HooB;T) 00 6 Na am BCDL 100 Code IRC202VFPIM14 MMMxAS Wini Go ] >999 240 Weight 53 to FT-2 LUMBER- BRACING- TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2w1 SIP 55 TOPCHORD Srommal wood sheathing directly applied. except end vedlcals BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 co 2W SP SS BOT CHORD gold ceiling directly applied. WEBS 2x45P No.3 REACTIONS. (size) 8=MeclNnrcal, GAdedharyal Max Max S aNLC 9) Max UPIR 8=-00(LC 8). 6=]3(LC 9) Max Gray 8=1215(LC 1).6=1215(LC 1) FORCES. pq-Max Com,i Teo- All Mines 250 di or less except wMen drown. TOPCHORD 1d 2M 01, 23=13831378, 3-0 138]/385 BOT CHORD ]38811031, 6]=216/599 WEBS 2�132&4142-]=11]l4]5, 3-]=]51261, 47=2651955, 4{ 12851425 NOTES 1)unM.r dflN ba65I beencroskler mrm6de n. 2) W W ASCE ]-16; w8 115mph (15 gust) Vasd lmph. TCDL=6 Dpg, BCDL=6opsf, M1-�f' k BA5fl L= , eav 5H. Cat IL Exp C. Endosed,, MWFRS phrorrom add c Comer(3)zone; carbleverled and right exposed , end veNcel left and' Mat exryi mor membea and forces 8 MWTRS for reactions shown, Lumber D01=160 plate grip Di 60 3) ProvMe adequate d2iwge to prevent rater pondeg 4)The truss has ern designed for a 100 psf WHOM droN live load announcement with any other Irve bads_ 5) -This ones has been designed her Ee'red of 20 (hof on the Cotbm cM1md in a0 areas wM e a rectangle 3b0 tau by 2-DO vide will Fri beMmen Me NBom could and am, DtBa members_ 6)Roder to gode(s) imWss to tmss concecboas ]) Provide mechanical connection (by comes) of Mass to beading plate capable W withstanding 70 lb upod at jolts 8 and]3 to uplift A .......... johni 8) Trot Wss des, requires oat a minimum N]/i6"structural wood sheathing be applied d8etlly lathe top chard and i2"gypsum p• sheelsock be applied my" to the Wtom choN / /MARCOS A. HERNANDEZ% �...... - .38.7- .....:... 1...•. 3878 :... 1 1 COR F-12513 November 15,2024 ,wA fi w nft n.�metrma4n��Tesa. res ah Lnneannexnaene.eeP.fie.,.,,m., ,aaanensE, �aro MiTek® umw a',yym„s .wend 9ueance rega title �� u msH ouaiy'cn amtiwnalwm'ePhmtmwl anJaeslm, mpeomponem5areyhmonmfion �pue rmmve s4oM�ehauMog compvhenh pamu �Ore+.' eomm�enaom) yts]ss3nllunews— Jab ITn .� Roo TYpe UNIT-15 N/0m02 ROOF SPECbll SUPPORT Mildere Hrelsedree(car. . Ceremmn,Tx- sods, 8Ad 8-0d an FiT pry P R8536163d 1 1 Job Reference/pgpnalj Ix Thu Nw 141450.412➢24 Page 1 630s 262➢24 MR ID VuBm YgWHs NHpOMmM7FI sB7OHg3NSgPWL6 3ulT GMD.IJ4 JC'/1 438 139 ua II 2x4 II 2 3 4xs= a 12 11 al 9 Me. 11 6xs= a. II r.xi LOADING (psi) SPACING- 2-0 C51. GEFL. In pbc) VdeB Ud PLAIES GRIP TCLL 1000 P61e Go, DOL 1 W TO 049 VChLL) Na - Na 999 MT20 2"UM TCDL 250 Lumber DOL 1 TO SO It12 VCmCT) pa, - Na 999 BOLL 00' Rep Stru Ina NO WE 061 Haz(CT) -0.W 9 Na Na BCDL Joe Code IR=VTP12014 MatrkS Weld: 54lb FT=20% LUMBER- BRACING- TOPCHORD 2z4SP1650F1.5Eor2x4SPNo1w2WSPSS TOP CHORD Structural wootl shoaNing dlredly applied w 6 oc purllns, BOTCHORD 2x4SP1650F15Ew2x4SP Not w2WSPSS except eM veNcels. WEBS 2x4SPNo3 BOTCHORD Rigid telling directly applied or 6 0«Mating_ OTHERS 2x4 SP No 3 REACl1ONS. All bearings 93A (Ib)- M.H. 1Y84(LC9) Max Up]M All upBft too lb or less a ands)except 12 1155(LC 27). =1083(LC 30), 8=1096(LC 27). 9=1209(LC W0 10=120a(LC 21),11=1136(LC M) Max G2v ABreacllom2501borks at)DIM(s)excepl12=1203(LCM).2lM3(LC31),8=1201(LCb). 9=1334(LC 31),10=1311(LC 34),11=1255(LC 31) FORCES. (o)- Max Court, Adds. Tn.- All orti525D Va or lcss except wlren sbwm. TOP CHORD 112 I21111151, 1- IDKV1 Mg. 2-3—t8&492, 3-0 1 02411012, 4 20/414, 5b MCIAA36, 6- 10W 59M6 BOTCHORD 11-12=6B6'610,10-11=540/498,9-1D-812O69,&�425, 7J5�2 WEBS SS 831139, 4 o—ti41217, 110=1301/1291, 2-11=-530/201, 1-11=152611573, 3-9=166811703, 68=-120611177 NOTES- 1 ) Unbalnced rrorlNe bads lave been cnsdered for ME resod 2) Who: ASCE 1`6 Vutt=115mpb (&second post) VasdSimph. TCDL=6 opsE, ROD OpalL, d,301, B=45ft, L=MIR, eavC,2o Cat. IL Expo Enclosed. MWFRS(ducclonia and C-C Cwner(3)zone; candleverled mN right exposed, end verial eft add ght exposed,C-C or members add forces & MWFRS or reaclons they, Lumber DO1=1 SO poo grip DOL=1.6o OF �,<,pS.F•• 3)Tmss desg V howled badsmoepineoroe Vussnry_ ForMWseg setltowod(mrmaltooer«e),seeS Mallodusby ... 4 Gabe EM Oetal6 as apply ble, wconsu0 quall d bwMing tleslgneras p ANSIRPI 1. GD. • S �, 4) Provoe adequate durnzge opreveart rater Pondbg / A 5) Gabe regmres Fon8nwus b .Find beam,, 6) Tmss tocehayshea F00m one fare ors«very b2ced against eteral movement (teal®gonal web). /.M•••••••................DEZ 2 azz33«. /MARCOS A. HER..... 8) TheCabledsodsep«M 8)Th6WssBas,ha Vman desonMtwa 10s g1dof Wordnteload with offer ebatls. ••••;••••••••••••••••••••••;•••• 20 benonco«mrem bra We othrP200psf on the, Wlldm chord In aN areas wTerear«Ungk 3bO dt by 2-DO vnde 9)'Tms imharen 0. efforn Chord er humnoters / .� 11.38 %a (�1P </CENSE�: 10)Pmvoem«dneiimnn«own(byotheB)of stotteanngplateayebleofwlll ndingll551bupMatl01M12,1083oupiM at,o,M7. 1096In uW adjoin 8, 120911, uplift at pant StI0 o uplift at Mint iD and 1136 to uplift at pint 11 11) This does has been Oesoned lwatooltlag load of 300 pit Wmdco DOL=(133)PN@gnp DOL-{133)Cml ttmss to ResResods ding bads along hatldle chord imm TO to 93E or 3000 PIT COR F-12513 November 15,2024 Aw4 G V" 19nP—IRs,naREAD NO,ESONHISAaD�LDDeD.nexREFERENCERACE .,.,,m.,dAER3 F EaE, �aro Mill no traog a 9ueance rega title �� m%vmn> u mw .s msH 0uaiy'en amtiwnalwm'.Ptrnwgl an4aeslm,R,g Componem SxRulmmmxfion m�m¢tlefimmMSnoM�elauMog component pamu �Ore+.' eomm�enaom) .,a zss3A umou.s— Jab Tn « UNIT-15 N/III BmX01 Buiers ldBeff ce(Cana,TX), �4 �Tass assType Flat GrtJx CanoBoq TX- 5006, tAi Ili \I� I1 P R85361635 1 1 Job Reterence/pgpnalj Ix Thu Nw 141450.412➢24 Page 1 630s 262➢24 MD IB:VUBmdrGYgWHU(c6NNysBXBSMTFIC'MSBTOHg3N3gPgnL8w3uIT1(bGKNSCBaIJ4zJCW b119 1-8-0 ' 3 fi �i 5®n!=1.136 ,A-0 31-1 1„E ,A] 1-G„ IA-] Plate Offsets lX Yl- 0380-0-12I IT-40441 LOADING (psi) SP...N.- 2-0 C51. GEFL. In (land Vdeft t/0 PLATES GRIP TCLL 1000 P6m Grip DOL 1 W TO 014 Ved(LL) C 6 >9YJ 480 MT20 244/190 TCDL 250 Lumber DOL 1 W BC a. VSMCT) -002 6 >993 24. BCLL 00' Rep SImss Ina NO WE 073 H m(CT) 000 5 Na Na BCDIL 100 Code IR=VTP12014 Madd, MP WIM(LL) 000 T >999 240 Word 37 lb FT-2 LUMBER- BRACING - TOP CHORD 2 4 SP 165OF 15E Dr2x4 SP No 1 w2W SP SS TOP CHORD 2L C WN -0Crilns[ 14,, except end vecals BOTCHORD 2x6SP2400F20E 0r 2n6SP DSS0r2x6SPM31 BOTCHORD Rgldcellingdlreayapplledor101100c Mxing WEBS 2x4 SP No 3'Ev¢pr IN 2,a SP2400F20Eor x SPDSS,a2x6SPM31 REACTIONS. hallo) 8=058, 5=MaLaNcal Max Boaz MLC 4) Max upM 8=105(LC 4). i--te3UC 5) '. Cray 8=139$LC 1), 52496(LC 1) FORCES. (Ib)-Max. Comp Mlax Ten - All ana, 250(M) or less except when smman TOP CHORD i�i34]fl N, U2=98N88,2i219/101 HOT CHORD 6]=t05/9865b=109/1219 WEBS 4-7=12W1535, 2-7--fA61702s=40K]53, 3{ 7655$35=-18MIT43 MOTES- 1) W it ASCE 7-16, Vult=lt5mph (3-second post) VasdSimph; TCD1=6 0psf, BCDL=6 Opsf, h�OflMIR eavc= ; B=4511, L=50, Cat II; Exp C; Enclosed. MWFRS diffeadmag, ca blevef left and nghle ,pled, and WHs d kftana ngMexpoud; Lumber 301-160 plate grip DOL=1 SO 2) PmvMe adequate dmnege In prevent wain ter p ping 3) The boss has been desgned for a 100 pat Whom card gme load nommomvnenl with any other Irve bads. 4) 'This Was hasKn designed for a Ne bad of 200p9 on the CotWm child In all areas xTere a rectangle 3b0 tall by 2{ wide wR M between Me N(hOm chord and any olhrr members_ 5) Ruder M glyder(s) for Boss W lmss mnnecause, 6) PmvMe me lhanzal connx9on (by China) of truss W L dog plate capable NvnlhshaMmg 1051N upMl at pint and 183 to uplift at 1mm5 7) Gaphlral puda representation does not depot the we Or the Orientation of Me puffin n song the top and/or COtloand 8) Han odds) orother mmmchbn devlce)s) shall Ne pmvltled sulhcent to sup,r d concentrated bads) 7811N down and 721n up al 20 12, and 787 D down and 701n up al 4812, add 10821n down and 78 W up at 4-112 on Mtlom cWN. The desgNseleolum a su nconnector dewe(s)Is ire re,mfdldy or ONas 9) In the LOAD CASES) section, loads applied to Me face of the Boss are must as fount (F) or hark NN LOAOCASE(S) Standard 1) Dead +Roof Two pbe6nced) Luminalnrrease=i 00, Plate Inaease,l 00 Uniform Leads, (put Vet 1d=250 s8- 20 Con rmaled loads ad Ved. 9=-784m) i0=1869(F=-1082, B=78T) r F PtE OF TF�>t11. t. ' ARWOS A. HERNANDEZ: ....;.....113878 ....;...� /CENSE�.G;a4ii COR F-12513 November 15,2024 Mill Jab Tn« Type Dry PIy R85361636 UNIT-15 BX03 �Tvss FIAT 1 9 Builders Hrsl-m.(Carta N/m ,TX), CanoCbn, TX-5006, J Job Reterence[p Ij Bl' 630s 262➢24 MReKiKdLsOiAS Ix ThU Nw 141450.422➢24 Pagel IT Vu&ndrGYgWHs NHVBMmS 7TIC'MsB7OHg3NSgPWL6 3ulT GMDo7J4 JCW 2-]-0 4IRS L.]-]H 31612 12-5A 2-]-0 2-3d 1-68 1.2-3-0 2612 ..—I22D 2x4 II ye. .= an_ 2x4 II v-�]x8 = � 2 ry57l 3 � 0 5 fi 1a 12 11 15 1B 1s N n 13 1.1. TIS14 1.16= 1.16= L10 Mt89HSg PLY-L"LY CONNECTION REQUIRES THATAN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED M NOTES FACE MOUNT HANGER SHALL BE ATTACHED WITH AMINIMUM OF 0 LIBl T NAILS PER HANGER MANUFACTURER SPEUITCATIONS. 2-]-0 41. 77A 31612 2 2-3A 2-US 2-N LOFOING gee, SPACING- 2T U Bad TCLL J.D. P6te Gnp OOL 1 OR TC 045 TCDL 250 Lumber DOL 1 OR BC 092 BCLL 00Rep Gtru Ina NO WE 0ED BCDL 100 Code IRC2021RP12014 Mate, MS LUMBER- TOPCHORD 2x6 SP 240OF 2 BE or2w6 SP DES m2x6 SP M 31 BOTCHORD 2x6 SP 24WF 2 BE o= SP PER or 2x6 SP M 31 WEBS 2x4 BF 240OF 2 BE or 2M SP 240OF 2 BE or 2x4 SP ORR'Excepl' 1-13] B 2x5 SP 2400F 2 BE or 2x6 SP ORR in 26 SP M 31 ""11,5-10,6-Y 2M SP 1650F 15 or h45P No t or 2x4 SP 55 4-110-10. 2x4 SP No REA(EONS. (sire) 13-0.5 8=068 Me, IT 13=6gLC 21) Met Gray 13=13403(LC H, 8=133T (LC 1) FORCES. (10)-Ma, Cora laxTen.- All ems Ten RM or Less except Mon shown TOP CHORD 1 13=11246N, 1-2=14295N, 2�14295U, 3d=24049N, 4�24262]0, 5T-14959N, 6-]=1495900,741-118894) BOTCHORD 12-13=12814,11-12024049, 10t 1-MQKC6 TM-CCE262, 8- 12 WEBS 1-021H]086,2-02�]2N40,3-02=-t2492N, 11t=000M,4-11�/it]9, 4-10=11311394 5l0-0 16,✓9=1195 ,6-o—�98220, 7-9 Wl49. OR= h10 MU. II 121S .2 GEFL. n "' VUeO 1/0 PLAIES GRIP Vedl -012 1-11 >9Yl -a MT20 22W193 VEL(CT) -019 10.11 >F3 24. Mi8PH5 ==n MERCT) 005 8 Na Na WIM(LL) 00210T11 >999 240 Weg111: 2781b FT-2 BRACIBG- TOP CHORD 2L-0CC Mns(6DO max) i-], except Elbe vedkals HOTCHORD Rgld ceiling directly applied or l To oc Mxing NOTES 1) Wa 2) its 3) 3 My truss to be Connected together BUD l W IS 131 NY) nails as tolbws_ Tap chords Connected as all. 2x6-2 may, staggered D ITS D C,. Morgan Chords netl mned as (allowdays s staggered D-TO D0 no M, connected as manses : 2x4-1 new at o-9 0 ME, Except member 2-12Zvi -2 news staggered at 0 TO oc, member ltl 9M -2 news sniggered al"0 to. member S10 2x4-2 news staggered at M4-0 oc 4)AYk dsarewnsMeredegmil appidmallpll.exceptgmmdas0oM(F)orbak(B)acemAle LOAMCASE(s)Becton. Pym pry cOlmec9a5 have been pmNded to disMWe only loads noted as (T) or BE). unless oglelwSe Indicated 5) Wad ASCE 7-16, VulQmpb (1seCCnd gus) Vosd- impb; TCML=6 opsT, BCM Opst. h Wk 5=45$ L=41g; cave M. CRT M; Fxp C. Elide , MWFRS (dlrecdon er cangleyer left and dgbt ex(ased; end veltlal leg and DEBT exposed; Lumber MOL=t-GO Plate gnp DOL=1 OR 6) Pmvlde adequate Manage m prempa vent Mer amg. ]) Art poles are MT20 platss unless ogrelwse indicated- g) Tb5 Loss has been designed mr a 100 pet bogom clean Bve load normuncurdent with any EARS, here ads. 9)' Thlsgusshaslrendesg VmralN dor20Apstoniheb mOl inaAareasx reare ngle Db gby200vnde will At between me botmm chard and am raw, members. 1M) G2phbal pudln represenoWn aces nN dep 1 Me dBe or me orematen Erthe pudln along me lop armor bWbm tlwM. rj�ngnnnn - nvn=I / AeA ytP.. x4sh MARCOS A. HERNANDE2: ....;.....113878 V. ....;...� 1IlitS10 ��CENSE�.G;a4ii COR F-12513 November 15,2024 MiTek® Jab ITn« �Tmss Type Ory IPIy N/B KI 9 R85361636 ONIT-15 BX03 FIAT 1 J Job Re�erence[p�1p Ij OuiWers FlmiS—(Caro ,TX), CanoObn, TX-5006, 6Ms 26ID2E MReKiKd150VS,Ix ThU Nw 1E 1050.022➢26 Paget ID VUBmd YgWHs NHysBM-S 7 ICMSB7OHg3N5gP,L6 3ulT GMD.IJ0 JCW NOTES 11) Hangerpd or oNer connotbon deVlce(s) shai be pmvAed sulflcleni to suppout concenMrb bad(s) (159In dawn at C-l", 1911 Ib down and 122In up al 0.t0.6, 655In dawn at 2-1 Bd, 19M lb comma and 1261b up at 2-104,19%N doom and t261b up at 41", 0660Ib down at 4-108, 1195 b down and 90In up a[ F1", 19M lb doom and 126In up at &10 4. 3073In davo add 180In up al 7 7] 8, 1195 In down and 90 A up at &10d, 19M In doxn and 1261b up at &10-0, and 1195 W doom and 90lbupat 10.10-0,and1938I1,W naM126bupal 10-10donbottom Mort ThedegWN k on Nsuchconnetllon Cevrce(s)Isi msponsNlldyofo8 m LOAD CASE(S) Standard 1) Oead+ Roof Llve(laalanced). Wmber lnvease=100, Plate In0ea5 l W London LOMs Urn) Vert: 1- 50, 813=-20 Concentraled Loads pb7 Vert:12=2233(F=295, B-19 8)11�598(F--0 , B=1938)10=-3W3(B)14 22 (F=-2M. B 1901)15- 3133(F=-1195,B-19M)16�133(F=1195, 8=-1938)17-3133(F=-1195 B=19M) n" ear is ra-.e �wan,se. MiTek® tr.�m�1 p om°p�enm -R 'aaaal s,a1� I'llIhulK.=— Jab Tn .� �Tvss Type Dry PIy N/m 8l' R8536163] ONIT-15 BXO4 FIAT 1 4 Job ReterencGlp ) Builders FlrslSaace(Carta ,TX), Patrol TX-5006, 630s 26ID24 MRei RdLsO�F's Ix ThU Nw 141450.432➢24 Pagel ID:VuBv YgMHs NHpOMmnRlJM sBTOHg3NSgPWL8w3ulT GNW5C8m]J4lC'/I 3H-L 12d 10.7-10 141. 1S18W 1]-8-12 19610 0Ra 3H-14 35fi 33fi 3-5-6 1A14 1-9-14 1-414 11-6 ®@=13d h4 58 - GS v 3xI - hI 5x6 = 4x6 7xl0 = 3x4 8- j 13T Im 25zI m19 3 � Q 4 Isz rs21 205fl 2y iT 1fi 15 21 @ 23 14 24 13 25 122fi 2T 11 OR .10 = 5x12 MDoMR= - 7AR 6x0= 4x8= se. = PLY-T6PLY CONNECTION REQUIRES THAT M APPROVEO FACE MOUNT HANGER (SPECIFIED BY OTHERS) 13 REQUIRED FOR LOADS REPORTED m NOTES EACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0148X S NAILS PER RANGER ]a14 ]-2i 10-F10 tale 17a-12 21A 3814 33fi 3Ro 3 6 }]-12 Till LOADING gee, SPACING- 2-0U C51. TCLL 1M. Pate Gnp DOL 1 W TOO55 TOOL 250 camber OOL P. BC I. BOLL 0 0 ' Rep stru InO NO w8 t 00 BCDL 100 Code IRC Flff 120t4 Matra: -MS LUMBER - TOP CHORD 2x65P240OF2DEor2x6SPOSSm2x65PM3t BOTCHORD 2x65P24D0F2OEor2x6SPDSS.,2 SPM31 WEBS 2x45P165OF15Em2MSPNo1,SWSPSS'Excepl' 1-t8,i0.it 2x65P2400F2DEor2x SPDSSor2x M31 2-17,3-15.4-14,&13,8 12 W SO No_3 OEFL. In (bc) VdeB Oil PLA'ES GRIP VMdLL) o17 td >Mer 488 MT20 244]193 VEF(CT) -042 14 �601 240 Mi8AH5 M6/R9 Ha](CT) 008 ii Na Na WIM(LL) 002 14 >MIR 240 Weg111: 6111b FT-2 BRACING - TOP CHORD 2TTcc,uMns(64T0max) 1-10, exceplendsertkah, BOTCHORD Rgld ceiling directly applied or 1 To 0 ec b2dng REACTONS. item) 18=0.58, 11153 Max Harz 18=]2(LC ]) Wax G. 18=1vZASLC 1), n=n816(LC i) FORCES 01H-Max. Comp RAax Ten-Allfirre5250 (Ib)orkss except wren sflowrt TOP CHORD 1-18=t013MU, t-2=166]MU, 23=284]Zb, 3-0=.M082/0, 45=33524N, 64 6�20119/0, 8-9=20M&1 1121 S718-OA 34. iSP=di66]4, 14-0Cr=0.284]2, t&14�/34M2 t2-13�/2]ID0 2. 13= OM408 HOT CHORD 1]-08=0/10643 it-0,017991. WEBS 1-1]1/9991, 2-1]�995N, 2-05=N13498, 3-15�"JTIN, &14�5l18, 4-14=2414N, 4-13=190810, 5d3-135110, 613119314, 6-1Y 10137N, 812-364T]8, 312=0(13]50, 142NJ0 NOTES- 1 CAL 2) 4yty Russ to be conmxted together with 1M IS 131 NY) nails as WIIFMS_ Top chords connected as Wilaurs_2x6- 2 cam, staggered at ITS oc. a lbConnected rPSEOF'... F\t as Raows5201 mw at PRO oc, Except member S132x4-2 rows staggered at 04D oc, member&122x4 -2 � mtis staggered at 05-0 OF AOacb TCw1jcCoam Wfts(ASTMA30T)Inme1 meat memcerwM sM al cc A 1 aAT• •• ABacb BCWcedem Wo (ASTMA307)In Necentx.f NememberwMas rsat4U0oc 3) N bads are considered egnally app!dW all plies, except 0 acted as Fort(F)or back(B) face In the LOAD CASES) somon DIM to %................................. ply connections nave been pervaded to distribute only loads noted as or IN, unless mbelwrse adloted ;MARCOS A. HERNANDEZ 4)Wind-ASCE]-i6,Vu11=1 Vanph(3-sxwld glst)VasdSimph.TCDL=6 Opsf,BCDL=6 Opsf. h43m1. B=45$ L=401; ewc=5H. Car. •••• :..................••••;•••• ,IF IL Exp C, Enclosed, MWFRS(dlrecdinag. canMever left and MIA exposed; end Vert1o11eft add MIR exposed Lumber 301=1 GO MIT 113878 ' (I1P0•�;: oequaleddmib </CENSEO 'ax4�i 5)PImv10e emprermnteaterpondelg. 11l 6) AS pates are W20 plalg unbss officesse, Indicated_ SS/ONAI"'G`� T)TIIs NssRsb ndesignedf aio0psf WRomcl Ilveloadnoncomurtentw0banyother INebads_ 8)• Thisbusshasceendesgntlfora Ev dm20Opsfmtheb mthud Ina0aoeaswMearectangle3bOaeby2-DOwde wN IS heleme i the lnMm drool mp an, otlw memcets_ non R 13 F-125 9) Load case(s)1$ 3, 4, 5, 6, ], 8, 9, 10, 11, i$13,14,15,16, R, 1B. 19, 20, 21 T2, 23, 24. 25, 26, 27, 28, 29 W, 31, 32 hasllave U LJ beenmo0lnts!. Building designer must review bads to verify that They are onectTorthe intended use ofthls Wss November 15,2024 YroviO renm_ce.M.M dlcc nM lout Poe, OT Oh...... TIME CHMM slam Ore me anNor no". MM AeM VfflR-N1wmmsrmIldREsDNITTESONTRIINeLuOLaMRESREFERENCEPAGEMT4U-F Waflemrm se. MiTek® ny traog revm a wO u _Naewrmm naeervomwTm:e CiPRy'en amtiwnalm+.'.Ptrnunl ane aesomleme eomvonem serery lmo�m�6m Made Tmmme swnmeleumog comµnenl namueum Ore+.'aeomm ) gta]ssI'll lMnewsmn Jabvss �TvssType Ory PIy 8l' R8536163] ONIT-15 8X06 FIAT 1 Job Reference/p Ij Builders Flat, -.(Cana ,TX), Cartoaon, TX-5006, 630s 262024 MReKRdLsOiAS Ix ThU Nw 141450-E32026 Paget ID VuBv YgWHs NHpOMmnR7FI sB7OHN3NSgPWL8w3ulT GKWd Dm7J4 JCW NOTES 11) Hwgel(s) or other connection m,aee(s) snail be pmvAed sufficient to suppst concentrated bads) 509 to down add n Ir up W 7-312 503Ih down and 72lb up at 881$ 655 M d. at 10812 555In Wood at 12812, L660 th down at 14 LO. 1195 th drum add 93 N up at 1" 12. add 1195 In drum and 93 lb up at 18U12, add 1195 M dawn and 93 Ib up at 20412 on boftom tlmN. The desgNseleclan of such cpnnMlon devr2(s) is Me 25 sM of others LOAD 0118E(S) Standard 1) Dead+Rmt Uw Maan[e0) Lumber IncreasPtoO, Plate lnOea5,100 Undoml Llm]s(p8) Von 11140, 510=-250, n-18=20 Concenbated Loads plot Vent 13=46 Nn21-509UU22-51MM)23=-295NN24=295(B)25=1195(B)26-1 195pn 2]=1195(B) 2) Dead + 0 75 Rla oo1 L.Manced)+Attic Hoar Lumber lnemase=l Oo, Plate ln�W ciessi Uni m n Loads (pet) Vert 1b 90. ✓10=-2W, 11-18=-20 Concemrided Loads plot Vert 13-1202UU21-t11(B)22-411M)23=565UU 244kifdB) 2S 970NN 26=97DUN 2] 0(Bt 3) Dead+unlnhalMalNe AM, ""Mort Storage Lumber Increase=125, Pan, lrcrease-125 Ud0oml Loan (pll) vent 15 54O &10=-W,11-0e-10 Concemated toads plot Vert13=2930(B)21=136(8)22=-136p3)25=-3 pn 26=(165(B) 27965(B) 4) Dead+0 6 MWFRS Wind (Pas_ Internal) Lei Lumber Iocrenae=1 W Pate Incease=160 Un0oml Loa] UM) Vert 15 6q S2R .1O20,T], 11-18=12 H.1 18=17, 10-11=21 Colmenhal� Loads plot Vent 1 3=2413(B) 21E (B)2Z�WEU 25=85(B)26=85UN 27-MUN 5) Dead +06 MWFRS Wind (Pas Internal) Right Lumber Ixrease-I W. Plate lnerease=160 Unironn Loads UM) Vert 1-19-173, &19 -464, 5-10=26, 1118=12 Herz 1 18=21, 10-11=17 Concenbalbsl Loads pb) Von 13=2413pn 21�(B)22 Un 25=85(B)26=85NU 27--85(B) 6) Dead +06 MWFRS Wind (N g. Inman Left Lumber IMrease-I 60, Plate Inoea e,l 60 Ungorm Loans (pin Vert: 15-ti`41, 5-10=-51,11-18=20 Hoer 1-18-29, $8 nc11= Concentrated Loans plot Vert 134M5(B)21= (B)22=72(B)2Fc (B)26-93(B)27l3(B) T) Dead+o 6 MWFRS Wmd (Neg. Internal) Rght Lumber Incease=160. Pate liarease=led Un0oml Loans (pin Vert: 1�1, 510=-51, 11-18=-20 Haz 1-18-8,10-11=29 C neemated toads plot Vert 13=,105UU 21= Nn2 n(B)25=93(8)26-93NU 27YJ(Bt 8) Dead +0 6 MWFRS Wind (Pas_ Internal) lst Parallel Lumber Inerease=160 Pate Increase -I 60 random Loans UM, Vert 15 66, 5-11= 4,11-18=12 Hai 1-18=26. 10-11=26 ,mieto8alec! leamrs(M) Vent 13=2413(B)21E (B)2Z�WB)25=85(B)26=85(B)27�(B) 9) Dead+06 MWFRS Wind (Poo Internal) rand Parallel Lumber Increase=160, Plan, locumse=160 Un0 um Loads UM) Vert`b ML 5l D=1011-18-12 Hai 1 18=26, 10-1146 Concentrated! Loads Md Von 13=2413(B) 21� (B) 22 N )25=85(B)26=85NU 27-E5(B) 10) Lead +06 MWFRS Wind (Neg. Internal) 1st Lumber Lumber Increase=l W, Plate Increase=1 60 Undarm Leads M Ved 1 5- 541, 510=51, 11-18=-20 Ho¢1-18=14, 10.11=14 CrnmNated Loads pin Vert .13=24OrdB)21=T2du 22=72NU 2s=93N 1 93(B)2]=93(8) 11)Lead +06 MWFRS Wind! (Net, Internal) 2n0 Parallel Lumber Inereast lW, Pate lmrease-I 60 Uniform Loan (an Vert: 1� 511, 510 L 11-18=20 Horz 1-18=14,10.11=14 concenvan,o Loadsplo) VerL 13-24B5(B) 21=]2(B)22=]2QU 25=93U t2 MUU 27=93(B) 12) Dead_ Lumber Increa5e,0.9O Pate Mcrease=0 91) PR medlC) 9p Undarm Leads (pin Ve L 1� o ro, S10=sO 11-18-20 C ombmted Loads(Ib) Vert: 13=2827p))21-117UN2 117 N23=-655NU 24-655pU 25= 295NU 2 295UU 27-295NN 13) Lead +075 Rwf Love Ma) + 0]5(06 MWFRS WInd!(Neg. lint) Left) Waller aCrease=160. Plate m4eass=1 W �ono,ian �� nvnc a AlaARNING roea saos-.ewan,se. MiTek® ev�o's,lbm ,imss,e 1-H d,a]5511111 neKa=� Jabvss Type Ory IPIy R8536163] UNIT-15 BX06 �Tvss FIAT 1 4 Builders Firsl3aace (Carta ,TX), Cartoaon, TX-5006, Job Reterence/p�1p Ij KI 630s 26202E MReKiKd 150iAS,Ix ThU Nav 1E 1050-E32026 P.,3 U)V.Bm Y9WHs NHysBM-m 7FILMSB7OHg3NStP,L8w3ulT GKWd D.7JE JCW LOAO D"Mill) Standar0 Undmm LMtls (p0) VM 1 5=E91510=-201, 1118=20 Ho¢ 1-18=22, 10-11E CrncenbatM Lmtls Ub) Ven.13=2Ea5(B)21-471122-47NU 25-r](!Bd 6 4](B)2]=E](B) 1E) Dead 10 75 Rw(Lrve (Cad)+0 75M 6 MWFRS Wind (Net. Im) Rghd Lumber InCU,R,160, Plate Increase=l DO Ummrm Loads UAU Vert 15=d91.`✓10=-20111-16=20 Horz 1-18�, 10.11=22 ConceMafM LoadC ding Vert 13=-2E05(B)21-07(B) 2Y47NU 25=E7(B) aA7U) 2]-0](B) 15) Oead+0 75 RmiLN, NaL)+0 ]5(0.6 MWFRS Wind(Net. lm) VA Patallen Lumlaer Increase=160 Plate lnoeaac=160 FORM LMtls(gU VFRL 1�Z91. ✓10=-20111-18-20 Hoa 1-18=1110.11=n CCncentrated Loads did Vert 13= ,!M B) 21--E7(B) 2Y-E](B72S=E](B) 26-a](B) 2]=E](B) 16) Bead F 0 75 Rcat FNe dal) +0 75M 6 MWFRS Wind (Net Intl2nd Patallet: Lumcer Increase-1 W. Plate Inuease=t 60 Undmm LC305 (pit) VM. 1�494510=201, 11-08=20 Hmz 118=11, 10.11=11 Concentrated FMR1R db) Vent 13=2E05UU 21=47(B)22--E7(B)2S 7(B7ffi 47(13)27=47(B) 1])Odd+06MWFRSWMd Min LMLumlM,r1m -160,Plate Increase=160 Unarm Leads (pi) VM 15=-5()2,5-10=1211-18=-12 HOIz 1-18=16 Gonrentated Loads pb) Vert 13=2E13(B)21=52(B)22--52(B)2S 7(!Bd 6 57(B)27=57(B) 18) Dead +06 MWFRS Wind Mon RUM Lumber lnoea,16O Plate n,Mase,160 Umtorm Loads (PH) Vert 1 5- 502, 5-10-1211-18=-12 Horz 10-11=16 CmceMrafetl Loans (Ib) VerL 13=2E13(8121=52dd 22=52QU 25b7(B)21c57UU 2 57(B) 19) Reversal. Dead +06 MWFRS Wind (Poi Inlemal) Lett Lumber Inoue=160, Plate Increase=160 Unarm LMds (pill VFRL 1�-E6E, 52026, 10.20=17, 11-1 B=12 Horz 118=17, 10.1141 Concentrated Loads Ub) Vert 13=2985(B) 21=152(B)2 152QU 25 20UN 26=320(B)2 320(B) 20)Reversal Lead! +06 MWFRSN d(Pos-Intennal) RUM LudderImrease=1 W. Plate Inoease=t 60 Undmm Loatls (qt VM.1-19=-073, 519=46E, 510=2 .11 18=12 Horz 1-18=-2110-It- 17 cenremrered Loads pba Vert 13=2985(B)21- 152(B) 22=152(B) 25 20NP 26-d (B)2]-320(B) 21) Revasat Dead +06 MWFRS Mind (N g IMemad Left WmL Increase=160. Plate Increae=160 Uniform LMtls (qp VM iS Ml, 540-51, 11-1B=-20 HOIz 1-18=2% 10-11-8 CrnrsNated Lmds (lb) Vert l3 29T(B)21=1EE(8)22--1EE(B)25 12(B)26 312(B)2]=312(6) ZU Revcvsal Lend! +06 MWFRS Wind (NeI} b0emal) RUM Lumber Increase=160. Plate Iincrease,i W unttorm Loads (pit) Vert 1� 511 `✓10=.5111-18- 20 Horz oansdi 10.11=29 CmcemVerL 13-2 Ib) VDead=29T]1WRS-0ind(P lit"NUental 25�12(B)26=3t2(B)2]=-312(B) 23) Reversal. Dead+06 MWFRS Wind (Poi Inlemal) ist Pa211e1 Llunber Increase=160, Plate Increase=t60 Unarm LMtls UAU VFRL 11-E66, 11111-26 -i8=12 Holz and=26,10.fl=26 concentrated 13w pb) Vert 13=29851WRS 152(B)2Y--052(B)25dP2rallel=mider1 TI=-320(B) 2E) Reversal Dead+06 MWFRS Wind (Pos- Intertvl) 3rltl ParNl%. Lumberinorvase=160. Plate Increase-1 DMorm (p1 VFM 1) 1 VM.8-265-011-26 -18=-02 Horz 1-08=ding t=26 c0nremVert Loadspb) Vert d=29&5(B)RSAb ((Ne, Internal) PERIM Pud20(B)2] ale-16) 25) Unif. L Deal+06 MWFRS Wind (N g IMemal)151 Parallel Lumber Increase=160, Plate Increase=160 Unarm (pI vFM l) VM 1 5=-5E1,5-00,5111B= -i-20 Ho¢1-18=tE,10.it=1E Jab vss �TvssType 1 IPIy KI R8536163] UNIT-15 BX04 FIAT 1 4 Job Reference/p�1p Ij Builders Firsl3wace (Cart ,TX), Cartoaon, TX-5006, 630s 262024 MReKiKd 150iAS,Ix ThU Nav 141450-E32024 P.,4 ID V.Bv Y9WHs NHysBM-s 7FILMSB7OHg3NS9P,L8w3ulT GMD.IJ4JC]I LOAD CAM(S) Slundard C.nin4tM Lwds Ub) VM 13=9AtB)21=-144(B)2 l"(B)25 12(B)26=312(B)2] 312(B) 26) Reversal Oea]+O6 MWFRS Wind (N y. IMeman 2M P Ilel: Wmbel lm..mase=160, Plate Incrwse=160 UnRmm Loans (PH) Wil 1 5- Ml, 51�1,11-18-20 Ho¢ 118-14,10.11=14 CwceM2ted Lwds Ub) Ved:13=29n(B)21- 144(B) 2Y 144(B) 25 12UU 26�12(B)2] 312UU 2]) Reversal Beal+07 5 Rwf Irve (bal )+0 ]5d) 6 MWFRS Wnd (" IM) Lad) Lumber Inuw l 60, PlI Increase=l M OMlmm Loads (p0) Veit 1S=b91, 5-10=201, 111 B=20 Holz 1-18=�.10.11E conceimareo Loads Ub) Veit 13�971 W)21-3 M)2Y� UU 25 814(B) 26-814UU 27-814UU 28) Reversal Dead! +075 Rwt tie (bar)+0 ]5(06 MWFRS Wnd (Neg IM) RgM) Lumber Increase=l W, Plate Incre ,l 60 Unarm Loads (PU Ved- 1 5=i91, 5 li = 201, 1148=20 Hoic 1-1" ln`ll 2 Cweimated Lwds Ub) VM 13�9]1(B)21- 5 )2r� (B)2. 14(B)26�14(B)2r814(B) 29)Rev al. Beal+G75RIMt (bal)+075(G6MWFRSWnd(Ne9 IM)WPaallelJ Lumber Increase=160,Plateh¢rease=160 Unrtmm Lwn (pn) Ved 1-5=b 1, 5-10=201, 11-18=20 Holz 1-1E=1i, ItIl-11 ca nb,ated Lwds Ub) VM 13�9]1B)21=-358(B)2r BB)21 14UU 26=E14UN 2] 814(B) 30)Revttsal Oea]+0]5RIMIry(bal)+0]5(06MWFRSWind(Neg.IM)2nd Paallel)_LumberIzmase=160,Plate Increase=1W Unawm Lwds (pp Ved.15-i 1, 510 201, 1118=20 Ho¢118=11, 10.11=11 CwceMatetl Lwds Ub) Ved: 13=-.9971(B)21-3WB)2Y� B)25 14B)26�14(B)2]=-014(B) 31)Revttsal Beal+ 06 MWFRS Wnd Min. Let Lumber Inoeas l60, Plate Increase=160 OMfmm Loads (pll) Ved: i 5-- , 5-10=1211-10=-12 Holz 1-18=16 conreimateo Loads Ub) Vet 13-2929(B= )2140NU2 140B)25 292(B)26=2WUU 2]=ZLUU 32) Reversal Dead! +06 MW RS Wind Min Right Wml r Increase=160. Plane Increase=160 Unmm Loads (qp VeR 1-5-- ,5-10 1z 11-10=-12 Holz 10-11-16 Cwreinrmed Lwds Ub) VaU 13-2929(B)21- 14000 2Y 14000 2=292NU 264WB) 2Y- (B) At -,I, � dimm �wan,se. MiTek® tr.�m�t ev om° e nm t-re .1a7�11111 eKn=� Jabvss �Tvss TyW Dry PIy 8l' 9 R85361638 UNIT-15 SXWB FIAT 1 J Job ReferencGlq ) Builders Flrsl3aace(Cart ,TX), Cambric, TX-5006, 630s 262➢24 MRei fidLsO�F's, Inc ThU Nw 141450.432➢24 Pagel ID VuBv YgWHs NHpoMmM]FIC'MsB]OHg3NSgPWL6 3ulT GMN D.]J4 JC']I 3 8-14 12d 1.7-10 14 IS 111044 17A 12 19610 0 on 38-14 35fi 33fi 3-56 1T14 1-9-14 1-T14 11-6 5®@=t365 a I I 4x12= exa= ax6= 3N= .4 II Sxd= 4x6= 7x10_ act M 3 4 28 nn �J $PFfl y 18 2t 1]22 i623 15 24 25 14 13 2] 1228 H 11 on g .12 = 5xfi - 4r8 = d. = On on, 3014 123 1.710 14 IS 17a-12 21AL 3814 ' 33fi 33 3-96 37-12 311d Plate Offsets fXY1 f2G,80.2-0I N20.1A 0.2-01 11361-02"1211150t d0,2-011170. 0-2D1 LOUNGING (psi) SPFCING- 21 U CSL GEFL. In (bc) 11e1 t/0 PLAIES GRIP TCLL 1000 Pate Grip DOL 1 W TO042 VeMLL) -0191314 >9Yl -a MT20 2441193 TOOL 250 Lumber OOL 1 W BC 0]0 VeA(CT) -037 i3-14 >692 240 BCLL 00' tru Ina NO Rep names WB 071 Hoa(CT) 007 ii Na Ina BCDL 100 Code IRC2021RPI2014 Mauls -MS WIM(LL) 003 14 >999 240 Wrong 458In FT-2 LGMBER- BBACING- TOPCHORD 2,6 SP 240OF 2 OF ortaS SP OSS m2x6 SP M 31 TOP CHORD 2TD Cc Wrins(6TO max)1-10, except end vMkals_ BOTCHORD 2x6 SP 24WF 2 IF or 2n6 SP OSS or tall SP M 31 BOTCHORD Rgld ceiling directly applied or 1 D Doc IXacing WEBS ad SP 150 6F 15E or 2M SP No 1 a WSP SS'Excepr 1-18,10.11 2x6 SP 2400F 2 0E or 2x5 SP PISS or tall SP M 31 2-17,3A5.4-14,&13,842 W SP No_3 REUCRONS. g5 gee) 18=G8,fl�33 Max IT. 18=]2(LC 4) Wax. 18=6341(LC 2),11=9165(LC 1) FORCES. qIr)-Max.Comvd+lax Ten -All firres 250 pb) or less except when shawl_ TOP CHORD 1-18—t888/0, 12 1031210, 23 1746110, 3-0 2179210, 4-5-23734/0, 5{ 23734N, 6J 1515710, 69=1515710, 910- 2110, 10.11--55]]0 HOT CHORD 4718--0 ,15 7-0110312,1415,0117461, 1314=021792,12-13b/19821, 11-12=0B108 WEBS 1-171/11141,2-17-173M.21!=CMQ60, 1l5=-34 W8N l4=W5359, 414=2W210, 4-13=1]02454`✓13-37W 106-13=0/58056-12=6)68/0, 8-12=3251116, 9AD,0110229, ST1=1081&0 NOTES- 1) 3-py tmss to be rommaed together as full. Top chords connected with Do p 131' &') nulls as fdbws tat - 2 mws staggered at 0-M oc, Bottom Cords connected wed WS45 as folbws. 2tt6 -2 mvrs slaggcved at 0-TO Web connected with 1Gal (0131'xW) rant, as fiuows. 2x4- i new at 0-9a oc. 2) AS bads are considered equallyapplied!to all pli . except ITnoted as four (F) or back (B) face into LOAD CASES) Section Ply to ph, comearem; h. been pmNded to distribute only IoMs noted as (F) or (B), unless Monde Indicated 3) Vand. ASCE 7-16. %RVITompb (35ewnd gust) Vasd=JlmW, TCDL=6 Opsf, BCD1=6 Opst, B=45$ L=40h, eav,5H. Cat IL Exp C. Enclosed; MWFRS (dnreconaq; caubleeer left and right exposed. end vedvl left and Win exposed Lumber DOL=1 So plate grip DOL=1 EO 4) Pmvne adequate drainage to prevent ureter pondsg 5) Th6 truss Ina, been carried! for a 100 psf Indoor chord live load nrmmncunrent with any other lose lords 6)' This ones has 0.cn designed fora We bad of 200p9 on the ottom chord in aN areas where a rectangle 3b0 he by2-DO vide will fit between the oom chord add am other, memhons 7) GaWncal noun representation does not depict the we or Me circulation of Me painful along Me top and/or Whom coN. 8) Har eRs) or other connection devbe)s) shall be padded! sufficed to support concentrated! aM(s) 622 to down at 2-0.42 622In down at 4 IZ 622In dawn at 6812, 622In down at 8412, 62216 own M 1D4,12. 622In dawn at 12812, 4433 to down M 141 0. 1136UadandIn dawn and 90 to up M 16Tr12, and 1136 M down and 90In up M 1812, a11361n down aW In up at 200-12 on In chord_ The denUchmeami of such mnnectral myce(s) is the msWnsMldy M others. LOAD CUNSE(S) Standard "plemd nn Fern 2 pwA-v"ilssh MARCOS A. HERNANDEZ ....:......................:.... 113878 :ti. COR F-12513 November 15,2024 MiTek® Jab ITn« �Tvss Type Ory �PIY N/m 9 R85361638 oNIT-15 BXOCB FIAT 1 J Job Reference/p�1p Ij Builders FlrslS—(Cana ,TX), Cauo n,TX-5006, 630s 262020 MReKiKd 150iAS,Ix ThU Nw"1050-E32026 Paget ID Vu&ndrGYgWHs NHysBM-s 7 I .B7OHg3N5gP,LBw3ulT GMD.IJ0JCW LOAO CAM(5) S n0arU 1)Beatl+Rmllive(MWnue0) Lumber ln[rease=100, Plale Incas lCU Undoml LoMs (p0) Vert 1-10= 50, 11-18 20 cmrcenrcalea Loads (lb) Wn 13= 3(F)21=Bo(F)2 280(F)2 200(F)2L 280(F)2 200(F)26 280(F)2 1136(F)28=1136(F)29=1136(F) roea sa.ewan,=e. MiTek® tr.�m�1 g,�evmom°p,enm�1-R ,r..—I Jabvss �Tvss TyW pry PIy 8l' 9 ) R85361639 ONIT-15 BX05 FIAT GIRBEA 1 J Job Reference/pall il',Ix ThUNw141650.462➢24 Pagel Builders Hrsl3axce(Cor ,TX), Cartoon, TX - 5006, 630s 26ID24 MReKRdL ID VuBv YgWHs NHysam-S 7FI .B7OHg3NSgP,L8w3ulT GMDa7J42JC' 3d-1-104 ]-2d 167-1a 14-1-0 15-1.14 1]-8-12 of 218T 3d 33fi 33fi 35fi 1-9-14 1-414 15-16 2-ta 5®@=t3fi] 2x4 11 an .1°= ron= 3x4 z5x4 4xfi- 6 g 4xt2- �2xa I�ZI ISZI 25ZI ISZI In 3 IRI ISZu IXI 2° JfA ] Axi P.ZI IXI LrrLJ�l..a 0� 18 21 17n 1fi 23 15 xs 25 1e 2s 13 Z] 122a 29 11 3w att= Sxs= 2�°= 4x6= ]xa= 4xt2= axe= 3H-14 ]-2d 10.7-1° 14-1-0 111-12 21an 3A-10 3hE 33fi 3 a }]12 1116 Plate Offsets fXY1 20380.143 M0d-00.1-1211120-2-000.181 R30.1-0204121115Gi Gi 11209-80.2-0I LOAGIRG (psi) SPACIRG- i-0U C51. GEFL. IIt (bc] Wefl Oil PLATES GRIP TCLL 1000 P6te Grip 00L 1 W TC 048 Ved(LIT) T- tit >9Yl 480 MT20 244/193 TOUT 2!1 LumMr OOL 1 W BC O. VeA(CT)-04113-14 >626 240 BOLL 00' Rep Stru Ina YES WB 028 Ha](CT) 0W 11 Nos Na BCDL 100 Code IRC2021RP12014 moba, MS whall 002 14 >999 240 Wright 4401b FT-2 LUMBER- BRACill TOP CHORD 2x6 SP 2400F 2 0E Mr SP 13SS m2x6 SP M 31 TOP CHORD 2L-0CC WMns (6DO max) 1-10, excepl end vedkals_ BOTCHORD 2x6 SP 24WF 2 DE or MSP DSS or MSP M 31 BOTCHORD Rgld ceiling dire"y applied or 1 Do 0 oc IXadng WEBS ad PNo 3'Fxr¢pt' 1-17,215.314,4-13,6-13,&12.942 2x4 SP 1650F 15E to 2 4 SP No 1 or 2x4 SP SS REAC BONS. (Mve) 16-0 , 11,0s3 Max IT. ft8=31(LC 21) "G. ft8=5240(Lc 2),11=]]84(LC H FORCES. 9b)-Max. Compoi Ten -All firces 250 (o) or less except wren Mouth TOP CHORD 1-18-4876tl, I 1011]N, 2�17143/0, 3-0=21470b, 4-5-=2349NU, 5{ 23490.b, fi S l523GU, do=15236U, 91011011-35410 HOT CHORD 17-18b294, iSP-(Vff ,1415=W/R143, 11141214]012-13 19694, 11-12tiB122 WEBS 1-P1/1082],2-1]�6]W),2-05=0g8114115=-Z]6]N,&14=WSd21, 4-04=1821ro, 4.13=]9/3l)l IRA). 61315454. (r12---6183N, 9-12-Marc .9AT-1028M NOTES 1) 3yty ones to be connected together as gallows Trg church, connected wM 1do to 13TW") nals a gdbws- 2x4-1 new at 09-0a, 2x6-2 news staggered at Goo oc. BabomcftaQsconnected with WS45 as hostess 2a5- 2 news staggered at 0-0 oc. Web pore[ wM 1W(0131'x3') nabs ascolmws 2x4-1newa109ao: 2) AS Was are considered equally applied to all plies, except If mted asfioM (F) or, back (m Pdce lathe LOAD CASES) seclgn_ Dirk, pry co real hi been pmvlded to distribute par, loads urged as (F) or (B), unless otlrerxse indicated 3) Wad -ME 7-16, Vogl V loph (3second gust) VasdSimph, TCOL=6 opsg. BCDL=6 )1 lb oft; B=45fl,. L=401, eavc=sn, Cat II, Exp C, Enclosed, MWFRS (directional); can0lever left and right exporter, end vertical eft add ught exposed, Lumber DOL=1 W plate grip DOL=1 W 4) Wwlde adequate drainage to pol rater pondmg. 5) Tons Ms loss been designed for a 100 Wf Whom tlw1011ve load noncnncurtent with art, other live bads_ 6) -The thss has been designed fora has cad of 28 per on lice totmm mold In a0 areas wlcere a rectangle T6 0 bar by 2-NT undo WM M between the Wtbm chord aid am poor memcers 7) Graphics! pudln representation ti does not up, the sae or Me orlenlabon of Me puNn Mining Me top ono/or bloom and B) Hanger(s) or other connectiondevlce(s) shall be gwbW sul0�td W supWd mncmllated bad(s) Gt2Is dmvn at 2-012 632It dnvn at 4T,12 632Is down at 6412,632b Mvn at 8012 632 b Wwn at 10 12, 632 b dawn al 12U12 4443 b down at 141-0,1146 b darn and 7HI, up at 16812,and 1146 b dmvn and ]6 b up at 18-0 2r aid 1146 b down and ]6 b up at 2 12 on bottom clrord_ The OeslgNselec0on of such canetran deval s the resWnsldlily N others. LOAD CASE(S) Standard rCpneminn on —v / Awn -vemv r MARCOS A. HERNANDEZ ....t......................:.... 113878 i... COR F-12513 November 15,2024 MiTek' ,,d octl Mass Coup, Jab vss �Tvss Type IC" IPIy KI 9 R85361639 ONIT-15 BX05 FIAT GIROER 1 J Job Reference/pgpnalj lx ThU Nav" 1050-E62➢26 P.,2 Builders FimiSwace (Carta ,TX), CartoObq TX-5006, 63N 2-2 MR IO:VUBm�GY9WHs%c6NNysBXOSMTFIC'MSBTONg3N59PgnL6W3uITXbGKN5C0aIJ0zJC'Jf LOAO CAM(5) Glan0a,U 1)Oeatl+Rm1 Llve(MWnu )LumOel ln[rea¢e=100, Me Inrseaul CO Undom LoMU (pIN Vert t-00=125, 1110 10 Lo¢ nMa Loaas po) Vea 13=6J43(B)21=2 (B)22=-290(B)23= (B)2G 290(B)25 290(B)26= 90(B)2T 1146(B)20=11M(B)29 1146(B) roea sa.ewan,se. MiTek® g,�evmom°p,enm��-R ,�.—I s,aT�,=T„MneKn=� Jab Tn « UNIT-15 N/III BmXO6 ers BuildFlrsl3aace(Carta ,TX), 3 a-v 3 a-v SPEChIt R15M 140 ROOF GIRDER 4 Carto&oq TX-5006, Job Reterence[[pp� )) 630s 262➢24 MBeKiKdbsl�M"s,Ix ThU Nw 141650.452➢24 Pagel ID:VUBm YgWHs NHpOMmn 7FIE' sB70Hg3NSgPWL6 3ulT GKN5COa7J42JCW 12d 10.]-10 141. 1S10.W 17A 12 19610 21-aL ] 5fi 33fi 3-S6 1IT14 1-9-14 1-.14 z-1-fi 5®@=t3d 2x4 II 5v8 = 3x0 = 3xI = MI Ixa = 4xfi AAAA Sx8 = Mfi 1521 2 5m 5211fi 3 ISZi rz 8 P Zi 521 2015� rg� IiA0 18 21 1]22 1fi 23 15 26 25 14at 13 n 122S 29 4x5- SaB- 1v12MmMS= 3x4= US R, 5x6 1614 12i 1.710 14 IS 17a-12 21AL 381! ' 33fi 33 3-% }7-12 }11d Plate Oflsets(X Yl- It02-12 GA�l 12=0,24H 1120-1�024H R50.3A 0.241 170-1-120-2-81 LOADING (psi) SPACING- 11 U Cap GEFL. In (bc) VaeO U.d PLATES GRIP TCLL ]00 Plate Gap 00L 1 W TO046 VMdLLj -020 tit >959 480 MT20 22N193 TCDL 250 LumMr DOL 1 W BC 081 Vea(CT) -042 tit >611 240 Mi8AH5 1861 79 BCLL 00' Rep Stru Ina NO WE 057 Hvd(CT) 00] ii Na Na BCDL 100 Cnae IR=117P12014 Maim -MS WIM(LL) 004 14 >999 240 Weight 5931b FT=20% LUMBER- BBACING- TOPCHORD 2x6SP2400F20Eor2x6SPDSSm2x6SPM31 TOP CHORD 2L-0CCWalns(6HDmax)1-10,exceptend seKals- BOTCHORD 2x6SP 2400F20Em2n6SPDSSor2 SPM31 BOTCHORD Rapid ceiling directly applied or l To oc Mach, WEBS ad Sp No 3'Fne r 1-18,10.11 2x6 SP2400F 2 DE MM SP DSS or 2x6 SP M 31 1-17,2 TtF3-14.4-13: 2nd DF 24WF 20E crW SP 24001`2 OEor 2x4 REACTION£ pme) 18=65A, 1T oSS Max�3 1 Harz 81(LC 19) Max. FORCES. IS) - Max Car, W. Ten. - All aa,, 250 (Ib) or kiss except wlren sOwm. TOP CHORD 1 18=9415/0,1 2 179490 2�2&MW 3-0 113110 4 f 26964,0, 5{ 2696410, 6�1599910 Go-159MR) 910=-60w, mTT-B11N BOTCHORD iT-0FETID 035, iSi7=(%7W12,14151 V., 18-14,0ol P1, 12-1.1548, 1-02-08396 WEBS 1-171/18716,2-17--6UM,2d5-01 II430,3-1�19W0, 8-14=01321E 4-14=5Ptl98, 4-13-1628/0 513=10I2N, 6-13,0a338, 6-1Y 751W0, 912 0110301, 9- it- 10405111 NOTES- 1) 4pty RUSS to m Connected together wM 181 IT 131° X') ands as mfiowS Top E mras Connected as follows 2x6-2 rows staggered at 0.M C[. BoMan chords connected as Ann. 2x6-2 rows SWggaed at0. RC Wets connected as toMxs 2x4 -1 row a 0 91 OF Attach TCw1jcCd Wfts(ASTMA307)IntaeC me ataememberwM sM at ac Attach BCtd Red.. hads(ASFMA30])In Ne cenix oPNe memherwMasaers al40-B o[ 2) N bads are considered egin0y appeal In all plies, except R acted as had (F) whack (B) (ace In 8n LOAD CASE(S) section- Pty to py Ratr cLons have been pmvMeato distribute only loads noted as IT) a(B), unless Caravans, bdlceled 3) Wind - ASCE 7-16, Vu11=1lSmph (3-sttwid gust) VasdSimph. TCDL=6 Bpsf, BCD1=6 Opsf, haaq B=45$ L=40T, eavc=5fl, Cat. II. Eon C, Endosed MWFRS (dRecdonal), cenHoSer left and MM exposed. aM vedical left mq Fight exposed, Lumcer DOL=1 W plate gnp DOL=160 4) Prwlce adequate dmhnge W prevent water pondmg. 5) AS plates are W20 planes unbss Nhawse indrcated- 6) Ths truss has Been designed for a 100 WWhom chord live load nomm�cunent with any other live bads- 77•This Russ has treed desg Vfora Ee'redof 20 pea on the Cotbm chad in a0 areas vaned, a rectangle 3b0 de by 2-DO vitae tallFit behimen Me -i chord and any other members- 8) Load Easels) i, $ 3, 4, 5.6. 7, 8, 9, 10, 11, 12, 13, 14, i$16, P, 18. 19, 20, 21 T2, 23, 24. 25, 26, 27, 28, 2% W, 31, 32 ha9have ce hn moolded. Buming designer must review bads W verify Nat they are coriect Wrthe (Mended use orthis Russ 1mniv row nre MMnndoe[IMtsend]tt soeormeom eonntmeniminawnmemoannmrnonnmrnnM Awn-V"disie,wmmeRmwilRewoaoresoxlleSMIDIacwDEDMnexRaERENCEeneew-aar3m..nvaonaaoneUSE . �e �aro ny trades Naearmm wweM as an ounirycn amtiwna0 andaesia, me Comvonem SURUimmmafimwmiaue domme swnmelemwog comµmeni Aaxouxm pww.secxomnnennaml:H MARCOS A. HERNANDEZ ....i......................�.... 113878 COR F-12513 November 15,2024 MiTek® Jab Tn « ROOF Type pry IPIy QAXm Bl' R85361600 ONIT-15 BXO6 ROOF SPECWt GIRDER 1 4 Job ReterencGlgq� ) Builders U.M.M. (Cart ,TX), Carta0loq TX- 5006, 630s 262➢20 MRei fidLsOifs luc Tbual 105O052024 Paget ID VuBm YgWHs NHPBXosnR]F WsB7OHg3NSgPpL0w3ulT GMN DC IJOJCJI ill 10) Hangm(s) or order Connection denace(s) shall be provided sufficient to support Concentraled! dal 156Ib dawn all 27 to up W Ol and 156Ib down all 22Ib up at 215-0 on top bound, an 100 to dawn and 21 Ib up at 28121W2 to dmot and]t to up at4812,1W2'm col and]1 toup at (I61$ to02 W other all]i to up at 8A lud"Mdown and 21 to up M 1"12.1 W2 is down and]i to up al 12812, 1002 Nother and]t to up al 1"12, 1 Oo2 do down and]t to up at 16U12, all 1002 to down an]t l0 up at 1El 2, and 1032 to Dawn and 71 to up at 20812 on WBom court TNe"ousektllon of Sol cunnecoan oendrel its 8le responslol dy of ardms boat oase(B) 1)oead+ Rmt lrve(11a6rrczo) Wmcerinrrease=l 00, Plate lnoeard lOO Urtdmm Wads (pm Ved 15 2],&1o=-A5. tt18=10 Concermaled Wads Qb) Vert 1=15610=15613=100l 21=18a2(F12 -10o2(F) 23=1o0z(F) 24=-IDW(F) 25=-1 W2o )26=-1802(F) 2]=18o2(F) 28=1no2(F) 2Y--1002(F) 2) Dead +O 75 Roof tune (balanced)_ Lumber increase=100, Plate Irerease-100 Undmm Loads (put) Verb 11`1O""N' 11-18=10 Loads (I Concentrated Loab) Ved :1=-18210=-13213=-815(F)21-A15(F)22- 15(F)23=-815(F)2a= 15(F)25-315(F)M6 15(F)27�15(F)28=815(F)2� 15(F) 3) Deao+uninaintable a01c WMou1 Storage Lumber Increase=125 PN@ Imrease=125 Undmm Wads (pm vert1 15],0- to- -zs,11-18=20 (amrcentral Wads pb) Vert1=5510,-5513=318(F)21�1 B(F)22- 318(F) 23�31 Ell 20=318(F)25 lrrfl26- 318(F) 27�18(F) 28�18(F) 2R-318(F) 0) Dead! +06 MWFRS Wind (Pas_ Internal) LeK Lumber Increase=1 W. Plate Imfease=160 UnOthm Wads (pin Vert: 1S 119, 520=13,10-2R9,11-18-6 Hl 1-18-8, 1al1-10 Concemaled Wads go) Verb 1=910=1313=6](F)21E](F)22=6](F)23=6](F)24-6](F)254i](F)�](F)2]=6](F)2�(F)29=6](F) 5) Dead +O 6 MWFRS Wind (Pas_ Internal) Rght Wmbs Ime rel 60, Plate Inrdedi W Undmm Loads (pit) Verb 1-19-423, 5l �61%&10=13, 1118=6 Hai 118- M 10-11-8 Concentrated leads put Ved 1=1210=1113=67(F) 21E7(F) 2237(1`) 23=6](F) 2�fl 25=67(F)2 U`)2]=6](F)2 7(1`)29=6](F) 6)Dead +06 MWFRS Word(Neg. Internal) Led Lumber Ilxrea,160. Plate nodul GO Unibrtn Lolls (pin Vert 15 15], 0-10=-25, 11-18-10 Hai 1-18-15, 10-11=0 Concentrated Loads to Von 1=2]102713=]iUp) 21=1(F)22--]i(F)23=]i(F)24-]1(F)2i-]1(F)ffi 71(1`) 2]=]1(F) 28=71(F) 29=71(F) T) Dead +06 MWFRS Wind (Nor Internal) RyM Lumber Inc ease=16O Plate xreal 60 Ungmm Loads (pit) V. 15=157. 5-10=25. 11-08=10 H.1 18-A 10,11=-15 Cmrcentrmed Wads pb) Ved 1=2Tto-2]13=]i(F)21=]1(F) Y71(F)23=]1(F)24T1(F)2C>=]1(F)2F-T1(F)2]=]1(F)28=]1(F)29=T1(F) 8)Dead+06M1WRSWmd(Pas_ Internal)ls ParalleLLumber InereaseAW Plate Increase=160 UnOthm Loads (pin Vert: 1S 420, 510=12, 11-18--6 H. 1-18=13, io-11-13 Concentrated! Wads go) Vert 1=1010=1213=67(1`)21E7(F)2237(1`)23=67(F) 2afl 25=67(F) 2sfl 2T=67(F) 2 67(1`)29=67(F) 9) Dead +O 6 MWFRS Wind (Pas_ Internal) 2nd Pull Lumber Increasol 60, Plate msal Undmm Loads (put Verb 15=627.5-10=5. 1118-- 6 H.1 18=13, 10-11-13 Colmahaln Loads (NI Ved 1=1310.1013=6](F)21E](F)223](F)23=6](F)2�T)25=6](F)a6 (F)2]=6](F)2 7(F)29=6](F) 10) Dead+06 MWFRS Wlml (Neg.lnlemal) 1st ParWIH Lumcer Increase=l W, Plate Increase=160 unarm Leads (pin Ved 1 5- 4fi7, 5-1➢=-251118=10 Hod, 1-18=7, 10.11=] conremreret Loads (to) Vert 12] m=2T 13=]l(F) 21=]t(F) 22=]i(F) 2Y71(F) 2a=]t(F) 2S-Tt(F) 26--]t(F) 2]=]t(F) 28=T1(F) 29=]t(F) 11) Dad+06 MWFRS WiW (Neg.lntemal)2nd Parallel Lumber Increase=160 %ate Ixrease=160 Unarm Leads (p0) Vert 15=-057,510=-2511-18=-10 18=],10-i1=] Conrentratet Loads (to) Vert .14]1D=2nY]i(F)21=]1(F)22=n(F)2YT1(F)2a=]i(F)2S-n(F)25=71p)2]=]i(F)28=T1(F)29=]i(F) 12) head_ Lumber Increasdo 90, Plate Ircfase=o 90 PO ml 90 Umtorm Loads (pit) Vert 1S- .510=-2511-18=-10 C Chtrated Leads (to) Vert 1�o10= Gl1 253(F)21=253(F)2Y 3(F)23=253(F)24 253(F)2F 253(F)26=253(F)2]=253(F) 28=253(F) 29=253(F) .... I ...... I Mor [rdi Jabvss Type Dry R85 6t640 UNIT-15 BX06 �Tvss ROOF SPECUL GIRDER �PM 1 4 Builders FirslSaace (Carta ,TX), CartOCbq TX-5006, Job Reterence[p�1p Ij 630s 262➢24 MReKiKd150iAS,Ix ThU G_ Pt la .452➢. Page3 ID VuBv YgMHs NHysOMms 7FI sB7OHg3NSgPWL6 3ulT GMDo7J4 JCJl LOFO 0113E(5) 13)Dead +075 Rw1Llre(al)+ 0]5(06 MWFRS Wind UNE,. lnt)LED) Wmbec ONEease=160. Plate lnuea,l NO unRmm Loads (p8) VeM1 1s 510,5-10=1011-18=-10 a Ho1-1 e=11. 1O11� Concentrated Loads db) VFRL 1=1810=1913<3(F)21=33(F)22�3(F)23=33(F)2E 33(F)25, 3F)26=33(F)27= (F)28=33(F)2'F9(F) 14) Dead 10 T5 Rwt Lire (Ml.)+0 ]5(06 MWFRS Wind (Neg. Int) RyMr Lumber Inueaae=160, Plate Increase-1 W Wdorm Loads (p1I) Vert1 5=-510 540=-18, 11-18=-10 Horz 1-1B ,1O11=11 Goncenbared Loads DID) VM.1=1810=1913=33(F)21=33(F)22�3(F)23=33(F)24=33(F)25�F)26=33(F)2]-13(F)28=33(F)22W(F) 15) Dead 4 0 75 RoU FNe dal) +0 ]5(06 MWFRS Wind (Neg Intl IA Parallel) Lumber Increase-160, Plate Increase=160 unrtorm Loads DAR Vert 1-5-510, 5-10=1011-18-10 Horz 1-18�, 1O1" c«memr4tM Loads DID) Vert 1=1810=1913(F)21=33(F)22=33(F)2T33(F)24=33(F)2533(F)26=33(F)2]-33(F)28=33(F)2' (F) 16)Dead+025RC LMe(Wi)+0]$06MWFRSWM(Neg_In[)2nd Parallel)_Lumberleneas,1E0,Plate Inuease=160 unaorm Loads (DID Vert 5- 510 510=-7B 11-1E=10 Ho¢ 118�, 10.11S Cmcentated Loads DID Vert: 1=1810=1913 (F)21=33(F)22=33(F)2Y33(F)24 M(F)25M(F)26=33(F)27 33(F)28=33(F)2K U`) 1]) DeM+06 MWFRS W d Mm. LeR LumMTlncrease=t 60, Pla@ Ino ase=1 W uMorm IF=(plg Vert: 1b=d98, 5-10= ,11-18=b ME, 1-18 B Concentrated Loads Pb) VIRL 1=910=913=44(F)21=44(F)22=44(1`)23=44(F) 24=44(F) 25=4RF)2f fl 22=44(1`)2BA4(F) 23ddtF) 18) Dead +06 MWFRS Wind Min Raid Lumber Imieaae,1 DO, Plate Increase-160 Uniform Loads (pfl) Vert- 1 5--0 .510-6,11-18=6 Horz 10-11-8 Cmrenbared Loads DID) VM.iS10=913=M(F)21=44(F)T2=M(F)23=44(F)24=44(F)25=44(F)26=44(F)22=44(F)28=44(F)29=44(F) 19) Revttsal. DeM+06 MWFRS Wnd (Pas_ Intemag Left Lumber Inuease=160, P6@ lm se=160 Uniform Loads UAQ Vert 1-5-119, 5-20=13, 1020=%11-18-6 Horz 1-1" 1011=10 c«memr4tM Loads (ib) Vert 1�o10=6013=211(F)21=71(F)2 271(F)23=211(F)24=211(F)2F 2]1(F)26=2]1(F)27=2]t(F)2 271(F)29=271(F) 20) Re venal DeM+06 MWFRS Wmd (Pas_ Intemag RgbL LumMi lenease=1 W, Plate Increase=160 Uniform Loads (ql) Vert.1-19-423 ' S19=419, 510=13, 11-18-- 6 Ho¢ 1 118=10, 611-8 Cmcentatetl Loads (I d Ved: 1�010=6013=271(F)21=271(F)2 271(F)23=211(F)24=211(F)2. 211(F)2f 2]1(F)2)=211(F) 28=211(F)2!)-211(F) 21) Rev.I Dead+06 MW=RS Wnd (NFd IMemag Lefl- Wm� Itxrease=160, Plate Increae=160 UMmm Loa05 (pll) Vert . 1� Vi7,510=251118=10 Horz 118=15, 10-11-0 CmicentrmM Loadspb) Vert 1-1610-W 13=261(1`) 21=267(F) 2 26](F)23=261(F)24=267d)25=26](F)2G--261(F)2 6)(1`7 28=262(F) 29=26I(F) ZU ReaRsal- Dead +06 MWFRS Wnd (Neg Internal) IagIR Lumber Increase=160, Plate InCrease=1GO uMmm Loads (qg Vela 1s -457, 5-10=2511-18-10 Hoa 1-1", M,11=15 concentr4tM Loads db) VIRL 1-1810-4a 13=261(1`)21=U(F)2r 261(F)23=267(1`)24=267(F) 25-267(F) 2 26)(F)2] 6](F) 28=267d') 29=267(F) 23)Rev lDeal +06 MWFRS Wnd(Pos_ Internal) tat Parallel: Lumber Increase=l W. Plate Inctease=1RD Uniform Lonna W Vert iS=-020, 5-10=12, 11-tB=E Ho¢1-iB=13,10.11=13 CrnceMated Loads (lb) Vert. l�Dl�013=271(F)21=211(F)2Y211(F)23=2T1(F)24=211(F)2F 211(F)26-271(F)2T=211(F) 2B=211(F)29=211(F) 24) RetRaaal Dead+06 MWFRS Wtnd (Pos Internal)2nd PaalWl Lumberincreasct160, Plate Increase=160 Uniform Loads (pal) Vert 1-5=-027,5-10=5,11-18-fi Holz 118=13, 10.11=13 -114 D4nyno-liama,it nEOkDNOTesnaNDAND�lunEn.nE.REFERENCED Ee 473m..1� 38IEFRReuse. MiTek® �aro ony traog ww m%vmn> wweM Qu ,Iy Cn amtiwnalmm'aPtrnwgl u and acsl BiRng component SnRly immm,dm �p rmmve saoM�elauMng component pamu aaaabe-4tle� msN inn] 111uneYAsmn �Om+e' eomm�enaom) Jabvss Type Dry R85 61600 ONIT-15 8X06 �Tvss ROOF SPECWt GIRDER �PM 1 4 Builders FirslSwace (Carta ,TX), CartoCbq TX-5006, Job Reference[p�1p Ij 6ws 26ID20 MReKiKd150VS,Ix Tbu Nav 1E 1050.05'r. Page0 ID Vu&ndrGYgWHs NHysBMms 7F WsB7OHg3N5gPWL6 3ulT GMDoIJO JCW LOAD CAM(S) Cmceinr-ated Lwas (lb) VM - l�Dl Olo 211(F)21-71(F)2 271(F)23=211(F)2�211(F)2`c2271(F)ffi 271(F)27 211(F)26=211(F)2N-271(F) 25) Reverwl Oea]+06 MWFRS Wind (N } IMem nu 1A Pamilel. Lumber 1mm,ere=t 60, Plate Inowsc=160 Unrtoem Lwas (PH) Vert 1 5-'b"'5lu=25, 11-16=10 Ho¢ 118=], 10.fl=] CmceM2tetl Loads Ub) Ve0: 1�810=0813=26](F) 21=26](1`1 Y 267(F) 23=26](F) 26=26I(F) 2.-26](F) 2f 26](F) ZI=261(F) 28=261(F) 29=26](F) 26) Revosat Dead+06 MWFRS WW (Neg lineman 2N Pmallel. Lumber Increase=160. plate Im rb s l W UidMw Loads (qn Vert 1s= 7,5-10=2511-16=-10 Horz 1-16=7, 10,11= conceimareo Loads Old Vert 1-1810-181 a=267(1`) 21=-267(1`) 2 267(F)2a=267(1`)2n=267(1`)25=267(F)26=267(F)22=267fl26=267(F)2s=267(F) 9) Reversal Deal +075 Root Lee, Nil ) + 0 ]5(06 MWFRS Wlnd (Neg Im) Led), Lumber mowse=160, Plate Increase-1 W onrtmrm Loads (qn Vert 1-5=-510, 5-10= 78, 11-18=-10 Horz 118=11, 10-01=3 Cmmelmded Loads pb) Vert .1=10610=10613=685(F)21�(F)22�5(F)2�(F)20�85(F)25 M(F)26�85)F)27�WF)28= 85(F)29�5(F) 28) Revesal. Deal+O 75 Rmt Lrve (ml)+0 ]5(06 MWFRS AAn l (Nag IM) RgM): Lumber Increase=160, Plate Increase=160 Uniform Lw65 NIIN Vert 1-5=-510, 5-10=1011-18=-10 Harz 1-18�, 1011=11 C enbmmd Loads(lb) Vert 1=10618=10613--685(F)21-685(F)Z!-N5(F) 23=-685(1`) 24-685(F)2 685)1`)26-685(F)27-685(F)28=48s(F)2 685)1`) 29)Revesal Dem+075 Roof Irve(bal)+0]5(06 MWFRS Wind(Neg. Im) lst Paralled Lumber lnre� 1%Plate Iwieas l60 Unrtorm Loads Nd Vert 5- 510 510=-7B 11-18=10 Horz 118 .10-iiS CmceM2tetl Loads (Ib) Vert : 1=10610=106136135(F`)21--GN(F)22--Ei65(F)23=685(1`)24-685(F)25-685(F)26-6WF)21-685(F)28=485(F)29=L85(1`) 30) Reversal Deal +075 Rwr Irve dal )+0 ]5(06 MWFRS WYm (Neg Im) 2nd Pamllen_ Lumber lnoease=160, Plate Invea,l W UidMrm Lwas (qn Vert 1s 510, 5-10=1011-18=-10 Horz 1-18�, 10,11S Cmnremrmeo Loads Old Vert 1=18610=10613=-685(F)21--685(F)22--EiN(F)23=685(F)2a-685(F)2s-6ifs(F)26�(F)2T-685(F)2B--685(F)29-6m(F) 31)ReversalDual + 06 NFRS Wind Min Left Lumber Inreas l60, Plate lnmene=160 onrtmmn Loads (qn Vert 1 5- (f8.510-6,11-18=6 Horz 11 8 emnceinrared Loads (lb) Vert . 1�l1 6l�208(F)21=203(F)22=208(F)23=248(F)24 2E (F)2F 208(F)26=208(F)2]= (F)28=2E (F)2 208(F) 32) Revesal. Deal+06 MWFRS Wnd MIn Rglit LumM lnmea a-160, Plate Incm�-1,60 Uniform Lma6s NIQ Vert 1-5�8, 510-6,11-18=6 Horz 10-ll� C enb and Loads(lb) Vert 1�l1 613=248(F)21=2a6(F)22-2a8(n23=248(F)24 2a8(F)2`. 248(F)26=2a8(F)27=248(F) 28-248(F) 2�248(1`) roea aie vwan,ae. MiTek® tr.�m�1 p evom° enm 1-H .1n7�11111WrlKe Jab mss �J. Type UNIT-15 C01 Ja kCluutl Buftj¢ U.S..—(cana ,Tx), CarroNon, Tx-Sam6, 2d5 tc 21 5 0.13 a4= 2 4 S2 .2 oN PN R85361641 is Job Reference/p.�11dV, Inc Thu Nw 141,150.452➢24 Page 1 63N 262nR MD IOVUBmdrGYgWHs%WNNysBXBsnR]FTC'MSBTOHg3N5gPgnL6W3uIT1(bGKNSCBriIJ42JCW FS15 a21. - 2013 b5 0]5 FIT ..—I lfi3 2x4 II xv!= Ara II 3 4 5 dri" 4Ix 6 IF LOAOING (ps1) SPRCING- 2-DO C51. OEFL. In (bc) Well W PLATES GRIP TCLL 10D.0 Plate Gip DOL ice TC 021 VeMLL) -0@ ] >999 480 MT20 2441190 TCDL 250 Lumer DOL 1 W SC 023 VaMCT) o0 T8 >999 240 BILL 00 Rep Str or Ina YES WB 037 MOB:T) 001 6 Na wa BCDL 100 Come IRC2021fTP12W4 MmUcAS WIM(LL) Go T >999 240 Weight W 10 FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2x4SPNo1m2w1SPSS TOPCHORD ShucM2l wood sheathing directly applied. except end vemlrals BOTCHORD 2x4SP1650F15Em2x4SPNo1m2WSPSS BOTCHORO Rlgltl ceiling directly applied. WEBS 2x45P No REACTIONS. (see) B=MeclNnraL 6-YAechanral Max M. "2(LC 9) Max UPIM 8=66(LC 8). 6=70(LC 9) Max Gray 8=1156UC 1).6=1156(LC 1) FORCES. (M) - Max ComplMfit Teo- All brces 250 But or less except wlren shed. TOP CHORD 2�12753E8, 3-0 1274/352 BOTCHORD ]�38911WT67T KP14966 WEBS 2�1346M17:2-7 VV362,3-]--M3fl( ,4T 10]142],46 1316b16 NOTES- 1) Wnit ASCE ]-i6, VuV1Mmph (3-s g gist) VasmSImpc TCDL=6 Opsf, BCDL=6 � Opsf, h00; B=45$ L=40ft; eavct5ft, Cat. ILExp C,EWos ,,MWFRS(dlrec0Dna0.aWC Comer(3)zone;cantileverle andfightexpose .endue lleftaWMM expov.V;CL for memMxs add tortes 8 MWFRS fir reactions shed; Lumber DOL=160 plate gap DOL=160 2) Prowie adequate manage to prevent water ponOmg. 3) This trusss b Ids desclwN gnem for a 100 per Whom live load nonwncunent with any rather Imaes 4)'TMsnear has teen designed for a no, lead of 200,1' on the human them In all areas where a rectangle 3 tall by 2-0 vide WR M national the Whim chord add am o8cer memmers_ 5) Refer to gumerts) for tress to mass connections. 6) PmvMe mechanical connection (by olWrs) of truss to neming plate capable of withstand! Ing 6611 uPIM a joint and 70 M uplift a[ JDIM6 T) Thin truss de,gn requires Nat a minimum m 7116" structural woW sheathing he applied directly W the Np chord and 12" gypsum sheenock W applied the" to Me Whim cWN n.. COS A. HERNANDEZ .......................... 113878 -*— COR F-12513 November 15,2024 —gemroqaea is Ya-le wan,se MiTek® tr.,m� 4 ev ore° nm 1 c e l-H .1ac611111Mue.s— Jab AR UNIT-15 C0 Builders B.-M. CRF ,TX), 1 hfi = City PN R85 61642 ROOFSPECLFSUPPORT 22 1 C.R.., TX-5008 cG1q ) 630s 2ZMIIJFT fidLsO�f's, Ix Thri.- 11 Pt E0.452➢24Page1 IO:Vu&ndKGV9WHs NHys8XOsnR7F W.B7OHg3NS,P,L8w3ulT GMD.7J4 JC� &iPd &t0d tCo 12 ...-1111 zx4 II z.4 II .4 II a E 0 9 8 fi z.fi II z.4 II five = z.5 II ms = zr4 II stll-0 atw LOADING (psi) SPACING- 2-0U CSI. OEFL. In pact, k2 Oil PLATES GRIP TCLL 1000 Plate Go, DOL 1 ad TC 045 Ved(Ly Na - Na 999 MT20 2"190 TORT 250 LumMr DOL 1 Ed BC 0JS Ved(CT) Na - Ne 999 BOLL 00' Rep StressIna NO WE 067 HvE(CT) -0.W ] Na Na BCDL toe Code IRC202iTP12014 Matrix-P Weight 491b FT=20% LUMBER- BRACING - TOP CHORD 2x4SP1650F15Eor2x4SPNo=SPSS TOP CHORD Structural wwd sheaming dlreMy applied a S]-2 oc pudlns, BOTCHORD 2x4SP1650Ft5E,oa,[SP Not aw SPSS except eM veNcels. WEBS 2x4 SP No 3 BOTCHORD Rigid ceiling directly applied or 64, 0 oc Mating_ OTHERS 2x4 SP No 3 REACTIONS. All trearngs 8-104 (m)- Max Ho¢ 11=82(LC 29) Max Uplld Allup8d100morless,nt(s)Gexcep111=1000(LC27),7=1301(LC30),8=12%(LC27), " J BFC 30) Mar G. All Radom 250 In or less alfolm(s) 6, 10 cept 11=1032(LC ME) 1425(LC 31T 8-VOULC 34), 9=1090(LC 31) FORCES. Go -Max Cam, M. Ten.- All brti525D Vid or less except wlren sh. TOP CHORD -11=106W100],YY-124Y1244,2-3�512]515,3d=1i92/1182, 4.�-59W593 1 BOT CHORD t'T11-M 265910=-9400%558-9=551515,]A=-081O41,&7- 99/584 WEBS 47--55&218,3»=139]H380,2-9=]OV2]i, 1-1Y 16301167541Y 1620(1665 1]=-132VNINI NOTES- 1) W"d R- ASCE 7-16; Vu115mph (3secmS d gust) VasdimpftO ; TCOL=6 psf, BCD1=6 Opst, d MM, B—CA, 1=40d; eav,2R, Cat. T ' ll;Exp0 Enclosed; MWFRS(direLLonad add CC Comer(3)Arne, Fordicsa left and Right exposed; end vertical left aM ML posed,CL fir members ad faces 8 MWFRS for reactions sham, Lumber DO1=1 SO plate gdp DOL=t 60 2)Tmss desgredrorwlM bads mtlre prone ofine wss onry_For surds expdsedmvnnd (roWalmme rax), see smmad lndusby Gable EWD im asappll bM,orconsWqualhdM mgdesglrerasperANSOFPI1. _�S�OF r,. 3) Provide adequate dranage to prent water Pon fing p. 1 yS: 9f 4) GaMe gmres contmwus hNlom MONea bn J. i 11 5)TmsslOceNlry streamed-0-race or securery Graced against lateral movement (le_degonal web). �jMA1 m 1 6) Gable studs spaced at 2-0L oc r //� w ]) TIRE truss has been dean For a 100 psr hotlod clroN live load nonmavrtenl with any FBwf late bads. ...............................I 8)' The buss has hem designed for a eve Wad of 20 opaf on me hotmm chad In all areas where a rectangle 3 0m9 by 24M wane /MARCOS A. HERNANDEZ wR m retweeR me honour clwm am any miter memcers_ ••••:...................... ••• 9)Prwlde mellamcal annemot(byRoom of Was m heanlg pte capable Of vnmsiaMing WID m upirl al pinks)6except Ql=m) 11.3878 II <4EN5EN�::a�i 10)Tns Wsshas0 uWWaDOL-BW)PWWgnp OOL--H 33) Cemrecl Wsstoreslst OA;. ndeg�foratdldmgloadof300ptl 11�`SS�QNALG`� drop bads along Cetlom Chad Won" 0 to 8-t&4 for 3000 pll COR F-12513 November 15,2024 G V"Msi,paMmetrnm4R�NeTesnNTISMaINCURRED MRexREFERENCE RACE MHR,MI. loWN3e�ORE Far, ,wA Millny a',yym,i wweM gu �� u ww rysH dirry'en amtiwnalwm'ePtrnunl one acsl BMMM CompMowt salary eRom�fim -pue rmmve StMMrelaoMng Oompmeol pour. be-Matle �Om+.' eommWenaom) yts]ss1111M&Mwarnn Jab vss �Tvss TYp Dry PIy g(1 R85361643 DNIT-15 D01 JACK-PARTIALSDPPoRT 2 1 Job RererencGlq ) Builders B.S..u. (Cart ,TX), CartoCbq TX-5006, 630s 26ID24 MRei fidLsO�F's Ix ThU Nw 141450.462024 Pagel ID VuMv YgMHs NHys8XDmn 7FTCWsB7OHg3NSgPWL6 3ulT GMD.7J4 JC'21 ]-1 ]1.0.8 025 12 brain, =1.146 _ Md hd 1 3Fb- 2—�� 3 � I 5 �AI^I . LL�2= u 10 9 8 ] fi 2.vb MRcal 0.8 Plate Ofiuts (XY1 703803-0I50.3A 0.-01 LOADING (psi) S-MNG- 21 U C51. OEFL. In (bc) I= Oil PLATES GRIP TOLL 10DO Plate Grip DOL 1 ad 044 Veri(LL) Na - Na 9Rb MT20 2MY190 TOOL 250 LumMr OOL 1 W BC 011 VeRl Na - he 999 BOLL 00' Rep She's tru Ina NO WE 062 H..(CT) oho ] Na Na BCDL 100 Cade IRCrCVTP12014 MaOk-P Wb ht 41 Ib Flt- 0 LUMBER- BRACING - TOP CHORD 2,4 SP 165OF 15E orat SP No 1 w2W SP SS TOP CHORD Structural wood shearing directly applied or S9-0ocp rind, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 MWSPSS except end vatrcels. WEBS 2x4SP NO3 BOTCHORD Rigid ceiling directly applied w 6-0-0 oc lancing. OTHERS 2x4 SP No 3 REACTIONS. Alltreadngs7VT8 gb)- Max Ho¢ 10=]3(LC 9) MaxuplM Al plMlDDlborlessa,nps)Gexcep1101055(LC2]),]=1143(LC30),8=n44(Lc2]), 9=10V(LC30) Max G2v Mire iom2501borks atjolM(s)6exceptlD=1093(LC34),]=12r5(LC31),8=1256(LC34), 9=114](LC 31) FORCES. (Ip)-Max Conry.RAax.Ten.-All brti5250 (IU)orkss exreplwlren stiwm. TOP CHORD 1-10=1121I1063, l Y 99 95 2 3-527530, 3 118911179, 4-5� 580 BOT CHORD 9-10--63Sepi 8-9-5]1529 ]�]6Y 20 F]-ti`94581 WEBS 47-381217,3»l2S12552-9=51WI8,1-9=14]111516,b]=1701117M NOTES 1) Wnd. ASCE ]-16. Vu 115mpb (15 d gust) Vasil Jtmpb, TCDL=6 0psf, BCDL=6 0ps. h�R, B=45$ L=40R, eav M. Ca[ 11, xp C,Emlos .MWFRS(dlredg aed CLCmler(3)zone,mntlieverle and Mhteposed,endved is Rated M % pxed;C-0 Mr maddmebers atomes 8 MWFLumber RS ro deetud , sdmvq DOL=1 ON plate grip DOL-I UP 2) Truss desgred Mr mad beds Mtineplaneorlbe Vussonly For M1 e¢o tomnd(muralto Net ),see S1MaNIndu,y Gable End Debate as applicable, or consult qualified building designer as per ANSIrtPI 1. 3) Dravida adequate drainage W prevent weler ponfing. 4)Gable reques cabnwas Bottom [M1ord bearim]_ 57 TmssMcerully sneaMed rmm ad orseryrery baced against latemlmwetren[pe.degonalvein). yS: 9S 1, 6) Gable sNds spaced! at 2"d oc / �jaM1�j ]) The buss Ms been desgned r« a l 0 o Red boBom clroN live load nonmrecal with any otBer live bads_ jr;' //� •':il/ 8)-This Was has be desg VMra Ee'mdof 20 opst on the Botom chador an are as wMe a rectangle 380 MR by 2-DO vnde /••••••••••.......... ......0....E wfi M bMween the bottom cMN aM any otlxx meathers_ /MARCOS A. HERNANDEZ., 9) Pmvlce memamwl barecren(by ofers) of buss m beading plate capable m wthstaMlnq Rod lb updh atjmnt(s)6except(1=Ib) . ...........................••. io=1o55.]=11aa. 8-11M 9=1oM113878 '10)dung bads almg lwMmThis trubs he Iran [hardned tlmm 0.00 to]-0oAM WD0 ff plr cer ooL=(i33)Pmte qnp DOLg1a3)connm Wss to resist /111Pp�;: GCENSE�&i 11\Pi.... A.... COR F-12513 November 15,2024 av nbno.�metrna4n��Tesa.res a Lnaanne.serene.eeP.ce.,.,,re., ,durcheUse ,wa �aro Mill�av n1, traog w 9ueance rega title ��rysN dww u a ,y. u oaairy en amtiwnalwm'.Ptrnmvl and acsl bnnding Cop—ar sauly lnfmaaadn—au rmmae SnoMafd,ugoompomnl pamu �Ore+.' eommWenaom) yrs]ss1nllunews— Jab Tn .� �J. Type UNIT-15 N/III Dm02 Ja kCluutl SukM Frslseurte(Ceuu ,Tx), CamoBon, Tx - SD06, 2-1-6 31t-0 2-1-fi 1-T14 21 = I oN PN R8536164d 1a 1 ) Job Reterence/p.-11s0�F" s, Ix Thu Nw 141450.462➢. Page 1 630s 262024 MR ID VuBm ygWHsxc6NNysBM-s IFICW/ 70Hg3NSgP,L6 3ulT GMD.7J4 JC'll S42 ,dra 1314 2-tE 02512 5 rx-1.146 32.4 II 4. = szx4 II LOADING (pst) SPACING- 2-DO Can. CEFI_ In pbc) Well Ud PLAIES GRIP TCLL 10D.0 P6te Gip DOL 1- TC 016 Vedi Tot ] >993 480 MT20 2441190 TCDL 250 Lumcer DOL 1 W SC 019 lord ) T. ] >9YJ 240 BILL 00 Rep Strgs Ina YES WE o30 Hmz(CT) 001 6 Na Ida BCDL 100 Code IRC202VTP12W4 MatrdA WIM(LL) Go 2 >999 240 Weight 45In FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650Ft5Ea2x4SPNo1w2x4SPS5 TOPCHORD SrrcN2l waod sheathing directly applied. except end verhals BOT CHORD 2x4 SP 1650F t5E or2x4 SP No1 a 2W SP SS BOT CHORD Rlgld ceiling directly applied. WEBS 2x4 SP No.3'Except' id 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31 RE cC ours. paxe) 8=05$ 6=M6Tahicel Max H. 8=]3(LC 9) Max UPS 8=59(LC 816 1UTC 9) Max G2v 8=1012(LC 1), 6=1012(LC ¶ FORCES. ON) - Max Condo Max Teo- All faces 250 Uld or rose, except v.Ten showo TOP CHORD 2�1092/J12 3-0=1091/316 BOTCHORD 7�44I8466-]-303I63] WEBS 2�1155 74, ]= 7] , 3-7�OWlW, 4- 4I354, 4fr11421318 NOTES 1) Wind ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsf, BCDL=6 Opsf, h-�f' Ofl; BAST, 1=40ft, eavoi Cat IL Exp C. ErcJoseh, MWFRS phoolarar, add C Contain)zone cantileverled and tight exposed , end veNcel left and Mht ex,ronexi for members and forces 8 MWTRS for reactions shave, LumOer D01=1 Wprate gdp Di 60 2) ProvMe adequate drainage to prevent rater holding 3) That ands has Been designed for a 1D 0 psf bottom tlroN live load nommncmreat with any other live bads_ 4) -This Vass has teen designed bra Ee'red of 20 Opsf on the Isomer chard in ad areas wM e a rectangle 3b0 tall by2-Do vide vie fit BeMmed the Indom cnord add on, other memters_ 5) Red, to Unclogs) for Vass b Wss mmcaens. 6) PmvMe mecharn al connection (by others) of Bass to tea ing plate capable 0f vnoataMing IOD b uplift at pints) 8, 6 ]) Thin truss desgn requires that a minimum of 7116" structural wood sheathing be applied directly to the Top chord and 12" gypsum sneeaock be aWhed the" to Me Wibm chord ^—SE FT F � .�.:.........................1 n. COS A. HERNANDEZ: ....113878 ....;...� 1� �.nFSZ/CENSE'a."*,,% i COR F-12513 November 15,2024 MiTek® Jab OR �1-1—TYpe UNIT-15 QAN Fm01 Flom sunders Fimiswxse(Ceo ,TX), cartaNbn, TX - 5006, 0.1-8 13 N PN R85361645 13 Job ae .. c219pls0ifs, Ix Thu Nav 14145P4T,d. Page 1 63N 262➢24M W.B IB:VUBmdKGV9WHs%c6NNys8XBsnRTFIC'/PSBTOHg3N59PgnL8w3uIT1(bGKNSCBaIJ42JC� Ot 5 =t3fi5 1.311 15x3 II bfi- Sifi- h5- 1.111.1 3x6 FP- 46- Sx6- SF- 1 3 4 5 6 T 8 9 10 11 R a 1I1 f25 ,,,,,4J{{II 2fi I® dd 23 R 2t 24 19 18 17 16 15 4xfi- St6- 3x1➢M18AHSFP- 4x5— ffi— Gala— DS SP= 4x5 = 2-90 1. T-a. I'll. 1. i 1&110 21-1. i 2. 2$0 2L-0 .-d 1. 2dp 290 Plate Oflsets(X Y1 14tEMe.0.1-0I 11801-0Etbel 1190.1-0EMeL 1210-2AE LR50-1A0-1411260-1-8 0.14cl LOADING (psi) SPACING- 2—CSI. OEFL. In (bc) VUefl "d PLATES GRIP TCLL 400 Plate Gnp DOL 1 W TC 081 Ved(LL) -034 19 -7 480 NT20 220N93 TOOL 250 LumMr TOIL 1 DO PC 0% Ven(CT) -064 19 >4W 240 M18AH5 16-162 BCLL 00 Rep She Ina YES WE 0W Hoa(CT) 011 14 rea Ina BCDL 100 CoOe IR=VTP12014 VMMxS Wegnl: 117lb FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or 2W SP SS(flA) TOP CHORD Shuclu2l wood sheathing UlrecVy appllM a&lo oc punlns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No1 or 2W SP SS(flat) 'Ex[epY except end!veacal 144N WDF2400F20Eor2x4SP2400F20Ema4SPDSS(flat) BOTCHORD Rigid ceiling dlreNy applied or 100-0oc Trading, Except. WEBS 2x4 SP No 3(flag 2-2-0oc Mactng2,T 2 REACTIONS. (size) 24=058, 14 5-8 Max G2v 24=159WC 1). 14=159MLC 1) FORCES. UldlMaxConr,Max Teo-Allbrces250 pb)orkssexcaptwlren rhmm. TOPCHORD 2�2663M 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, 7Sb23110 8-� 699N, 9-11�52". 11-12=266M BOTCHORD 2b24-C1529, 22-23�'374420 W526219-20=NW86, 1819=006231,17-18-06007, 1817=0/526 ,1S16=09T45,14-15 1529 WEBS 12-14=-2159N,2-24=-2159N, 12-15�W i6, 2-23 1686111C 160M, 3-23=160&U,1 TTILOU 159, T2-011160 916= lecoo 4-22=1097N, 917 (S49, 4-20=M648, 8-17=591N, 520=591N, 818-15&537, 51Y--1W537 NOTES- 1 7 U balanced Boor uve loads have been cons 1eredlartlds desgn. 2) All plates areMT20 plats unless N ae da, indYa@d_ 3) NI plates are 3x4 MT20 unless o hdmn nMkaled_ 4) The Eabnraion Tolecance aljolM 21=11% comm 5)Reend 2x65Bum]ba[ks, on edge, spaced at 10C 0 M,and fastened to each Buss with 3 Tool (0131"X 3")noila Strolgbacksm te allacled to waled at Mar other enda or restrained by other henna . L OF Ta`�l. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA 6 vemY�d�p.�metrma�4n��Tesn.,Ms�4n���nnen.nexnaeneaeeP.6e.,.,,m.,R�,a�lnnense. MiTek® ny traog 9ueance rega title �x ce',yye„s Su- AwSu .SIT ouaiy'cn amtiwna..nn. ww msFl anJacsla,R,geompo-i,tSn Iy Iaor,dm m�m¢tle fiomM s6oM�elauMog component pamu a�Om+x' eomm�enaom) yIress1nll.ReITa— Jab Tn .� �Tvss Ty" UNIT-15 QANFF002 FLGOR GIRDER DUIIaers Firslsaxee(Cau ,Tx), CamOBon, Tx- 5006, 0.1-8 � 1PN J IUf cG1q� j R85361646 630 sSs�� 6024 MR2ei asO'xS, I— ThU Nav 141450482024 Page l IOVu&nmTYg,NI NHy MmX 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC'/I 1�A1 i aJfB 5$le=t3fi5 7II hfi g 15 FP— 3xs = zw II 3xs II 3x6 II '1 2 3 4 5 6 7 34 8 359 30 29 2B 21 26 ...,cum,FP= ..II 15x3 SP— zxfi 11 3a6 FP- raid gas II sx6 II .6 II 5xp H 2.6 II 3xfi = 1111. 11 12 13 16 15 16 17 18 19 o 25 24 23 22 21 M .11 3x10 M18AH5 FP - Plate Offsets IXY, 110"0ROOM 1190" Robot 125 XTG.Emel 03OLSO E 1R7 C2-12 EOoe1 R903-12 Eme, K20.1A 0081.[330.1b 0 MI LOADING roD SPACING- 2-0U C51. OEFL. I. par VUed Ud PLAWS GRIP TCLL 400 Plom Go, DOL 1 W TO 064 1CMLL) -029 26 IS' 400 MT20 220/193 TOLL 250 Lumber DOL 1 Do BC 079 VeA(CT) -055 26 >468 240 'ISAHS MW162 BCLL 00 Rep Stress Ina NO WE 093 HaE(CT) 008 20 Na No BCDIL 100 Come IR=VTP12014 Mafrh WCUIR 194lb FT=20%E H%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 Far 2W SP SSUEQ TOP CHORD Structural wood sheathing tiredly applied a 5 3oc purllns, BOT CHORD 2x4 SP 1650F 15E or at SP No 1 or 2W SP SSAdQl Em¢pr except am veNeals. 2331,20282W BE 240OF 2 BE or 2x4 SP 24001' 2 OE or 2x4 SP BOTCHORD Rigid ceiling directly applied or 1 DO-0 cc b2cTg DSSAat) WEBS 2x4 SP No 3(fla) REACIDONS. Doe) 31=(T!8, 20 S Max G. 31=2054(LC 1). 20=1913(LC 1) FORCES. go) - Max Compfi .Was, Teo- All ree5less, xce 250 MN) orept v.Ten shown TOP CHORD 2�3944N, 3d=3951N, 4-6 7024/0 G-7=7W4N, 7d=9288N, 59=92B&0, 9-10=96 =, tO11=-vCRVQ 11-12�38&0, 12-13=-83800, 1Y15---64 m, 15-16�435N, 16-17=J653N, 1748=-=A HOT CHORD 3031-02147, 293=015605272' 0/8247,26-27=0/56232&26=0/9628,2425,0/9090, P 24 W,196, 21-22=015159, 20-21=011993 WEBS 1620=2687N,2-31=-2896/0,1021=&2329,2309Q528,16-21=2W4N, 430=2244/ , l6 22-0/1762, 4-29=0/1959,1322--1466N, 7-29=1690N,13-24=&1205 7-2711480, 8-27=599N,11-24=-1039/O, 9-27�953Z 11-25-0/112$ 426�7rN, 1025,41AD 1NOTES- pal ;10 1) UnbalanceJfloor We bads have Ceep constleretl forthls Jesgn. 2) All plates are MRO pMtes unless othetw¢e InOvafeO. _�� \\ 3) All plates are 6s8 MT20 woes, oNmwlse IMkated! OF \\I 4)TheF tandlon Tolerance atjolm28-11% pS,,.......,Ffi 11 5)Recommend2x sbo Mck.onege,spsNa1"0 ocaWl en HtoeachtmsswMN 1W(0131'%3')nal6 i yt:• •4S 1) Strmgbacks to be aVacled to walls at Mar order reas or hationam by other mean � 6) Targets) or other mlmeclun desire(s) shall be provltled sulAcentto support concentrated Faults) 25911, clown at 7-88, am 645 �f �7 •; �/� Ib down al 92-12 on top chod The dngn/seletlron of such mmre[Mn dev¢e(s) is the responsFAM1y N others. ........................ t3 7) 1a Me LOAD CAS ES) second, roads applied to me race of the Ross are noted as from(F) or baa(B) /MARCOS A. HERNANDEZ., Loco cASE(s) slaa' /1 QQy 113878 1)Dead+Unifforrinoursp,(balanced): Lumber Increase=100, Plate hrcfease=l M) 'It 0,�;:</CENSE�'\1� ' Vert 20a1---20,1-19-13B 11, SS/ONAIE�G`� Concentrated Leads go) Ved: M- TA E) 35-ti`92(m COR F-12513 November 15,2024 Aeo 6 V"t-9npauimetrma,it READ NTestriTh INCTUean.nexREFERENCERACENIH,,m..1R2Ad,elannene, MiTek® �aro ny traog ww m%vmn> wweM ouaiuren amtiwnalmn'.Ptrnwgl u aneaeslm,a,gC,,poneMSoRuI s,odm �pue rmmve S6oM�etauMog component pamu 9ueance rega title �e msn .,s]ss3nlluRews �Ovw+.' eommcenenaom) Jab vss �Tvss Tym UNIT-15 F02A FLOOR GIRDER Bull Belsaxee(Car ,TX), CemoCbn, TX- 5006, 0.1-8 1PN J IUf Ss��MIT ) R8536164] Job Oi MI c219pIs0�F's,Ix Thu Nw Pt Ti So..,E. Pale1 630s 26ID24MWsB IOVu&nmTYgaNlk%WNNysBXBSM]FIC'/PSBTOHg3N3gPgnL6W3uIT1(bGKN5CBmIJ42JC'/f 1�A1 i aJfB 5$le=t3fi5 osl2M18a15- 2i6 . II Lfi 3a6 FP= 3xfi= ASH Glo= 3xfi Ore 1 2 3 4 ' S T 8 9 b 29 2B 27 26 .12= 300MMONU FP= w 3xt0M18rJISSP= Wo M18a15 - 2.6 II Mfi w FP= 2zti 1[fi 2. g 3xfi = 18 11 V 13 14 15 16 17 1. 19 33 2s z4 23 22 21 56 UIDMUdgm FP= t 5a SP= z 48 vae Plate Ofiuts(XYJ— 1903-0Edges[t00.'1-0,0 l,[19&3-0,EOgel,[22 2$Edgel,[2402-0,Edge],[25a30,Edge],r2603-OEdW],[29"-0 .EdW],[300.5-O.Edge], �31 Edee 0 TOI. M2 0 t-88-081. 1330 I- 04O81 LOADING lag SPACING- 2-Do CST. oil n (mc) 11 1 PLATES GRIP TCLL 400 Plate Go, DOL t W TO 073 vmgLL) -035 26 N26 480 MT2➢ 22N193 TCOL 250 Lumber OOL 1 W BC 082 VeR(CT) -06T 26 >3&9 240 MISAHS 16WIU BOLL 0 0 Rep Somas ma Ina NO WE 097 H«](CT) 0.11 20 Na Na BCDL t00 Cook,IRC2021RP12014 Ma0d5 Well 20311, FT=20%F, II%E LUMBER- BRACING- TOPCHORD 2m SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(flat) TOP CHORD Structural wand alcohol directly applied or-0oc Wdlns BOTCHORD 2x4 OF 240OF 2 OF or 2W SP 2400F 2 OF a 2x4 SP DSSgIaG) Except' except end vent 20,2312W SP 165OF 15E or 2.4 SP No or 2x4 SP SSUat) HOT CHORD Rigid ceiling directly applied a 1 MD oc dear, WEBS 2x4 SP No 3(flat) REACIBONS. Doe) 20=658, 31,058 Max G. 20=2099(LC 1). 31=37BWLC 1) FORCES. go) - Max Comp MlaxTen - All Races 250(N) or F s except vT.en snovm_ TOP CHORD 2d 7!etlN. 3d=7553N. 4—llaKV0. &]=11490(0 7T-11767N. &9=117600 9-10=i128]N,1&11=-11287M.11-12=9560N, 12-13=956N01&15=T219/0, 1546=721910, t&9=-001SN, 17-18=A03710 BOT CHORD 3031=0/4o26, 283 11056,2]-28�/i lCm. 25-2T�/11287, 25261/11287, 2425=0/10476, 22-24-OM472, 21-22xv950, 21T211 195 WEBS 1&20=2961N, 231=5435/01&21=012592,23 4951,16-21=2314N, 430--tT54/6, 1&22 00029, 4 28=IX60D TT2Y 1729N, 7-28=32VT 13-24=0/14T1, &2T�51/$ i1 24 IMCJO, 9-27=0/1140. 1i-25=N1498 426—ITDT 1&25=-59M NOIEs 1) OnOalanced floor We leads flame been considered for this design 2) All plates are pant¢ nnks rese Indicated 3All pates am too MUD mmated `` \T\F 4)The don Tolerance al L29-11%,pnd2_ F l E 5) Recommend 2x65on age, spaceda1"00ocamdmsteneach Ross mnN 3-101 (0131'X3)nal5. ..O. x '9% sd«gbaal3mceattalTOwns aten order ends «rest2med by other means 11 i ,'•• .. I LOAD C115E(s) Standard• * �. 1) red Door am, (balanced) Lumber Increase=l 00, Plate In amal OR %• • •••••.................: rnd«m Louis Ung �MARCOS A. HERNANDEZ Vert 2031=-20,1-19=130 •••••••••••......••••••••••p•••• Coman ral Loads (to)fl Von 4=z693 1,13 8 78 f. Pam'•. COR F-12513 November 15,2024 ,wA n m nlpnp.�metrman6n�anTesn. res nlan«n.nexnereneaaeP.ne.,.,,m.,,aeFnneuse �aro MiTek® ny traog aa 9uece regatitle e � u i e,. isouaren v oww aneaCSlIh, eComponemSomyImo,ao mrC5111ll.uc.a Jab 3 �I l— TYpe DNIT-15 3 Flom Binders Firslsaxee(CarlTX), CartaNbn, TX - 5006, 0. 1. 11 1sx3 11 1 2 3 4 1 V%�,/N 14 13 12 2-TH A PMte Olfsels (XYl- 110.1A EUx1 H20.1d E6ael H50.1�0.1�1 LOADING (psi) SPACING- 2 SO CSI. TELL 400 Plate Grip DOL 1 TOTC 032 TCDL 2s0 wmMr DOL 1 W BC � 04s BCLL 00 Rep SM2 Ina YES WE 035 BCDL 100 Code IR=VTP12014 Mari LDMBER- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) BOTCHORD 2x4SP1650F15ENt SPNo1 awsPS8(fla1) WEBS 2x4 SP No 3(flag REACTION£ (sae) l4 IJoaadcaI,9-0-58 Max G. 14=908(IL 1). _ ... MLC 1) C" JP" J IUf 53�� ) US-3 648 Job RetM c219 iIs ''s, Ix Thu Nav Pt Tt.4P der Page 1 638s 26ID24M ID Vu&nd•TYgaNtk%WNNysBXBSMTFICWsB'/PSBTOHg3N39PgnL6W3uIT1(bGKN5CBaIJ4zJ1CRJf 1. 0.r1 ... -I Ma 1 Sa t SXf �� 3xfi= fi T H 1s 11 m 3Kfi - 6t, 2-3d 11-H 2A0 DEFL. In (bc) VUeB " PLATES GRIP Von(LL) -00610.11 >959 480 MT20 244/i9) VoMCT) -010 10.11 >999 240 roa(CT) 003 9 do Na Wegbt 6611, FT=20%E 11%E BRACING - TOP CHORD Structural dsheathing threat app11M a 6-0.0 oc purilns, exceptand vothral BOTCHORD Rigid ceiling directly appllefl a l OO-0 cc bmcl, FORCES. (Ib) - Max Comp Wax.Ted -AII Porce5250 (10) or less except widen sham_ TOPCHORD 2�130rnO, 3-0=19 V0.4 fr 1970/056=1970N,&7=1330/0 BOTCHORD 1ST4=0B06, 12-13 1753, fl-02-011970, 10.11-0fl768, 31G M37 WEBS T-9=1181N, 2-1C 1167N, 71O,W1 S 2-13-W". &I0=651I0, 3-13 !VT 6-11=(N MT &12-W476, 412= !JM NOTES 1)Onba wn dflmrthebatsnavebeenconsvlere0Mathisaesgn. 2). rpRms are 3x4 MT20 unless offromee INicated_ 3) Reter In glydegs) for Wss to buss connections 4)Rerommend 2x6m ,backs, on edge, spacer at 1"0 oc armfaaened to each Miss add 3-100(0131-X W)naes Stro,backs to be atatt dto walls at Mar outer ends a datmined by order meam 5) CARTON, Do act erect bass backwaos n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 kea fi v �p p.�metrna4n��Tesn. des n nan.nexnerene.eeP.fie.,.,,re., 3e�nnense. �aro MiTek® ny traog a',yye„s wweM 9ueance rega title �� u ww msFl ouaiy'cn amtiwnalmm'ePtrnunl di acne acsl aulNmp comvonem serery lmonmfion m�m¢tle fiomae snoM�elauMOmcomponent pamu �Om+e' eomm�nenaom) Tss35Tllu 1 Jab ITn .� �om Tmss Ty" UNIT-15 N/III FF004 Fl BuildersFirslsaxee(Ceoo ,TX), Ca-#dn, TX- 5006, 0. 15x3 II I5a 11 1 2 3 a 13 12 2-TA 2_]A Plate Offsets B`Yl— 11"T' EUce111201 N Edael U50.1�T151 LGFGING OSD SPFC.No 2 M CSI. TELL 400 P6te Grip DOL 1 EdTC 032 TCDL 250 wmMr DOL 1 W BC 045 BOLL 00 Rep Stru Ina YES WE 035 BCDL 100 Cade IRC2021RPI2014 MabdkS LUMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp No1w2WSP SS(flA) BOTCHORD 2x4SP1650F15E.=SPNd w2WSPSS(Ral) WEBS 2x4 SP No 3gal) REACnoxS. (.c) 14=0.4$? I Ret ere /p'11p j.x R85ge 1649 P b➢4MU IB:VUBmdKGY9WHs%c6NNysBXBSMTFIC'MSBTOHg3N39PgnL6W3uIT1(bGKN5CBaIJ42J1CR�f 11. 0.r1 ... -I20fi 1 Sa t SXf �� 3y5= 6 T H 15 n t6 3Kfi - 968 12-. 611-0 2A0 GEFL. In (bc) VdeB " PLIOES GRIP Von(LL) -00610.11 >959 -a MT20 244/i90 VoU(CT) -010 10.11 >999 24. Hoa(CT) 003 9 Na Na Weld %1b Fr=20%E11%E BRACING - TOP CHORD Slmauml wood sheaNing directly applied w 6-0.0 oc purllns, except am veNmals. BOTCHORO Rigid ceiling dimay applied w 1 M 0 cc loading Max G. 14=908(LC 1). 9�900(LC 1) FORCES. pb)-Max Comp.Mlax.Ten--All Porce 2500b)orl exceptwlre oenn_ TOP CHORD 21-13WN, 3 197m8, 4 5=197WOO Sb WON, 6-0=13Mar) BOT CHORD 13-14=0B06,12-13 1753, fl-02-0119T0,10.11-0/iT6$ 3l0.M3T WEBS ]-9=1181N, 2-14=i16]N, ]-10=M33, 2-13=0(I44, F10=651I0, 3-13�i651o, 6111M60 342=0(476, 412=25M NOTES 1) Unbalancedfloor WebadsbarebeenconsS'J brtMsdesgn. 2) A6 rda&s are 3x4 MT20 Tabs oNemee 1Martal 3) Recommend 2x6 stroMbacmrea1 , on edge, spad 1" 0 oc and fastened to each Voss wan 3-10d (0131' X W) naes StrolgbarMWbe attached M walls al NetiroNere wrest2lned by oNermealN 4) CAUTION, Do not erect buss backwards. ' ySPtE OFTFx9s 11 i+i � `•:1 /MARCOS A. HERNANDEZ /fi..., 113878 11�`SS/ONAIE��'�J COR F-12513 November 15,2024 Aea 6 v did p.�metrna4n��Tesn. res n nnen.nexnereneaeeP.6e.,.,,re., ,a nneuse. MiTek® ny traog ww ce',yye„s wweM ouaiy'en tiwnalmm'.Ptrnunl n ane acsl aulNmp comvonem serery lmonmfion m�m¢tle fiomae SnoM�elauMog component pamu 9ueance.,oc e.m msnamR Tssenllunewsmn Ore+.' eomm�enaom) Jab ers 5 F0 ONIT-15 N/III FmO BuildFlrsl3aace(Caua,TX), 111. T Type Iry PN R85361650 Flom 4 1 Ca-#dn, TX-5006, 630s 262024 MReKiKd150iASIx ThU Nw 141450.492➢24 Pagel IOVuBm YgWHS NHys8XBSM7FI sB7*Hg3NSgPWL6 3ulT GMN DC TJ4 JC'/I �L4� 0.1R 3®18'1=t289 ISo II 4u= TIC II ]JJ 1 1 3 4 5 1 18 17 16 15 4v5 - 1ffi3 II 1$611 4e5= &6= 6 ] 8 9 18 14 13 a N - Ya= 27A 5-13 111. 1bi8 3]8 2L-0 fi9-0 2L-0 Plate OfisetslXYl- 140ATEticel 115GASEdoel 119GA8,T151 LOADING (psi) SPACING- 2-0O CSI. GEPL. 1n (bc) Died Ud TCLL 400 P6te Grip OOL 1 W TC 045 veBLL) -015 14 >999 480 TCDL 2s0 wmMr DOL 100 DC 075 veA(cT) 14 >710 240 BCLIL o0 Rep Stru Ina YES WE 059 H.ACT) 007 11 Na Na BCDL 100 CnOe IR=VTP12014 MatorS LUMBER- BBACIBG- TOPCHORD 2,,4 SP 165OF 1.5E or 2x4 SP No1w2WSP SS(BA) TOP CHORD BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 w2WSPSS(flag WEBS 2x4 SP No 3gag BOTCHORD REACTIONS. (sae) 18=Mcc1iadcaI,11=05-8 Max GdW 18=1270(LC R, H--1262(LC 1) FORCES. IS) - Max Corn Max. Ten -al lorce5250 Bid) or less except wlren C mvrt TOP CHORD 25 1985N, 3-0=324&0, 4 5- WHAT 56=388,Vo &7- 388M0, 7�00, 8-9=202fe0 BOT CHORD 17-18=0/1145,16-17-0/2774, 1S16=W367714401 ST 1114-013691, 12-13-02BO6, WEBS 9-01=168=,2-18=165&0,912-07= /1237,2-10/124%&12=-1161N,&17-117M, 8-139/693, 116=W705, 7-13 624N, 4-16--fi l&D. ]-14=23/547, 4-15 Rk26 5-15=287N, &14=279N 17-1. 2nd PLATES GRIP MT20 244/190 Weght 9111, FT=20%F, 11%E SNxlu21w dsheaNing directly applied or6S-0 oc purilns, except end veNcals. Rigid ceiling dimay applied w 1M 0 cc anci g NOTES- 1)OnOalmadfloorWebadsha Coencon ere 1mtM des n. 2) AS p6Rs are Y4 W20 caM oNenve:e indicated. 3)Reter In gideolfar Buss to tmss connections 4)Recommend 2tt65trmgracks, on edge, spaced at 1 " 0 oc and taste m to each trues vnN 310d(o 131-X 3')ral Stron30aG to Be auacled to walls at Net order ands a rest2lned by alter meals. 5) CAUTION, Do noteral to C 2rds. \\`, n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA � vemy�9�p.�metrna�4n��Tesn.,res�Nn��Lanen.nexnaeneaee9.�e.7.7,re.,�m,eannease. MiTek® ny traog ce',yye„s wO a 9ueance rega title �� u ww msFlam ouaiy'en tiwna..nnunl tine acsl6olNm9 comvonem serery lmonmfion �pue rmmve s6oM�elauMog component pamu �Om+e' eomm�enaom) y1s ]ss35]llunewsmn Jab mss �Tmss Type Dry PIy Bl' )) R85361651 UNIT-15 F06 Flom 1 1 Jub 14.1—celg0)sUi l ThU Nw 141450502➢24 Page l Builders Hrsl3eurce(Cart ,TX), Cartotlbn, TX - 5006, 630s 262➢24 MReeii fifiddLL IOVu&nmTYg.NI NHysMmU 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'tI 115x3 <i L3 1 3®n =1Y02 8 ICY 1 3x6 = LOADING (psi) SPACING- 2" Call TELL 400 Plate Gnp DOL 1 W TC 010 TCDL 250 wmMr DOL 1 W BC 0do BCLL 00 Rep Sde Ina YES WE o08 BCDL 100 Code IRC2021RPI2014 Mate, LDMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp No1w2WSP SS(0A) BOT CHORD 2x4 SP 1650F 15E N4 SP Nd w 2x4 SP SS(flag WEBS 2x4 SP No 3(flag REACTION£ (sae) 0=05$ 5=MESTanlcel Max G. 0=309(LC IT. 309(LC 1) FORCES. (Ih) - Max Comp Was Ten - /ill forces 250(10) or less except when Crown WEBS 3�a1NO2a349m NOTES- 1)OnhaancedflwrweMadshavebeenco ere 1orthmdesgn. 2) Re1er 0 glNer(s)Tor driers W loss mn2c0ans 3)Recommend 2x65domgbar"S, on age, spaced at 1" 0 oe and fastened! to each ME a S on,backs to he a0achto walls 9Ned other ends a restmina by other means 143 6 5 LI = 431 4 3o DEFL. n "a" Vtlefl rad PLATES GRIP Ved(LL) T Ed] >9Yl E80 W20 2MY190 ver, 1, -0 oa T >999 240 Hm(CT) T00 5 Na Na Weght 2511, FT=20%F, I I % E BRACIRG- TOPCHORD SNx1u21 wmd sheathing dheclly appiCS dv�C ac pudlns, except eM vernal BOTCHORD Rigid ceiling dlreay applied or 1 M 0cc Trading 3-1NET IN 131-X3")na15 YR . VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jab Tn« Type Dry PIy R85361652 UNIT-15 FO] �Tmss Flow Gitlx 1 1 BuiMers Firsl3wxce (Carta N/m ,TX), CartoObq TX- 5006, Bl' jj Jub Reference/pnl,BU1 Ix Thu Nw 141450502➢24 Pagel 630s 26ID24MR IDV.ftm Yg,NI NHysBXUsnR7FI .B7OHN3NSgP,L8w3ulT GMD.7J42JCW 115x3 2 9 3 3xG= <i L3 11 3®n =1Y02 t n311 Isx311 8 1 6 5 3x6= L = 431 4 TO LOADING (pal) SPACING- 2-0U C51. GEFL. In (bc) lMefl Ud PLAiMS GRIP TELL 400 Plate Gnp DOL 1 W TC -- Ved(LL) T 6 >9Yl E80 W20 22w190 TCDL 250 Lumber TELL1 W BC 025 Ved(CT) -002 6 >993 240 BOLL 00 Rep Stress Ina NO WE 023 Hm(CT) TOO 5 Na Na POOL 100 Code IRC2021RP12014 VISMAS Weight 251b FT=20%E tt%E LUMBER- BRACING- TOPCHORD 2x4DF2400F20Eora4SP24WF2OEor2 SPDSSMfl ) TOP CHORD Structural wood sheathing dlreM applies dv4 Cac pudlns, BOT CHORD 2x4 SP 1650F t5E or2x4 SP No 1 w 2W SP SS(0ag except and veNcels. WEBS 2x4 SP No 3(0ag'ExcepP BOTCHORD Rigid ceiling directly applied w l TO cc brachg 14.4-5. 2x4 SP 1050F 1 OF w2W SP No 1 or 2x4 SP SSUab REACTIONS. Daze) B-T5.5=MaLanlcel Max G2v 8=6]5(LC 1), Sn2(LC 1) FORCES. dd-Max ComplM. Tort -All faces 250 BID) or ess except Wan shmm. TOPCHORD 2�664) BOTCHORO ]Sw666, 6-I=w666, 5b=0K£6 WEBS 35=941M. 2-8= dffl NOTES- 1 ) Untalancedfloor Webadshatebeenconsvl frthlsde n 2) ReRr f,Islets) fr Wss f truss mnmeacm,. 3) Recommend 2x6 sbongbacarea1 , on edge, spaced 1" 0 oc and hatched to each Loss wth 3-10d (0131' X W) nal6 . StrotgbarM e attached 0 walls al Br other ends w restrained by other me, er Or b 4) Harger(s) or other ct other nneion device(s) shall bp e wes ldsuRcent to support conceM2ted bes(s) I951b down at 2-SO on top chord. The deslgroserectlan of such connection device(s)m e(s) ca Me sponslNMaf y others 5) In the LOAD CASE(S) serban, bads applied 10 Me face of the truss are notes as tmnt (F) or beck (B) LOAOCASE(S) Standard 1) Dead+Floor tm (balanced) Lumber larded se=t00 Plate Increase-1 00 Undoml Loads(pl0 J Von 520,1-0=-130 Codargales Leads NO Ved 9=-T/8(m n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 As-,I-ac is aalpa utI.,se Mill h.�m�t p evom° enm t-H IreollalMneKe=— Jab vss ,�Tvss Ty" UNIT-15 FOB FLOOR GIRDER Builders Em,, urte(C— ,TX), Carman TX- 5006, 1. pry P Ra5361653 30s 2024 MR 1 1 Job Reference/p.�11idVIx Thu Nav Pt Ja Rd5g,d. Pagel 626 IOVUBm�YgW Hs%c6NNysBXBsnR7FiC'MSB7OHg3N5gPgnL6W3uIT1(bGKN5CBaIJ42JC'Jf l� 9ra1e: 310'=1' 3xfi Txa= An Gs zxa 7.Jt= �a 1 13 2 1C 3 15 4 5 a to T j 2\` Cx12 i1 10 95� V \I axfi = 15a3 II V \I dx12 = a]< LOADING (psg SPACING- 2-0U C51. GEFL. In dec) Vdefl Ud REAMS GRIP TELL 400 LIST, GOP DOL 1 W TC ORR Ved(Ly -004 t0 >9YJ 400 W20 2201190 TOOL 250 Lumber OOL iW BC O55 VSMDT) -0W 10 >S. 240 BOLL 00 Rep Stru Ina NO WE 053 roa(CT) G04 8 Na Na POLL 100 Code IR=VTP12O14 Maim-P Weight 75lb FT=205sE tt%E LUMBER- BRACING- TOPCHORD 2z45P 1650Fi5E Brat SP No1w2WSPSS(flat) TOP CHORD Structural wood sheathing breath, appllM w6-0-0 oc pudlns, BOTCHORD 2x40F240oF20E or 2x4SP24CUF2OEor2x4SPDSS(flat) except and veNcels. WEBS 2x4 SP No3(flag'ExcepP BOTCHORD Rigid ceiling directly applied w l TO cc braCTg 1-12.7 8. 2.4 SP 1650F 15E or 2x4 SP No t or 2X4 SP SSgal) REACl10NS. (.a) 12=038, 8=D3-8 Max Grav 12--2813(LC 1).8=32MRO 1) FORCES. (Ito) - Max ComplMfit Teo -All forces 250 pbLale,aexcepl wlren sbmvn. TOPCHORD 78 07/023­4210113,3-0=-0239N,45=-0316'O, 5fY42800 BOTCHORD 11-12- 2767, t0-11�/4919, 9-10=0I4919, &Y-02]2] WEBS 2-12­3JZW0, 2-119 078, 341�(&0, 4-11=9ScS 68=3TION, 63 35 59=1055N. 4-Y With NOTES- 1) Recommend 2xG strom]mcks, on Mge, spaced at 1"0 u,, add fastened h t0 eaRuss, vath 3-MIT(0l6 131' X 3') na S rdgbacks to be allacbed to walls al Nell ont, ends or resbalned by BlMr means. 2) Matter(s) or Ma connttWn devke(s) shall be pmvlded suNcatd to soppal mncmt2ted tourist 2m Ito down at 0-74, 1140lb Stand at 1-104, 1140 b ilmn al &ID4, and 1140 N down at 5104, and 1165 ®tlown at 7104on NpchoN_ The desgnlsel c40n of such connection devlcrOR Is Me despOnsbAlty crothas 3) In the LOAD CASES) section, ands applied to Me face of the buss are noted as dead F) or ma (B) ;• LGIUDCA 1) Dead+Floorrem, dalanced) Lumber increase=1 00 PROM Increase-1 o0 TF•Y undoml Land! s OR) PSE• �1 CBncenbaled Leads NO) / T T Vert 5=-1140(Bt 13=208(1`)14=114o(B)15=-114MER 16=1165(B) /+; ?. /MARCOS A. HERNANDEZ ...... - .38.7- .....:.... 1 1...•. 3878 i... 1 COR F-12513 November 15,2024 ,w4 ntono.�m.trnan4n��Tesn.res nacennennnexnereneaeeP.—bear, �aro MiTek® ny 9ueanbe—stle�x m%vmn> wnUT u ww rysN oa,,y'cn amtiwnalmm'.Ptrnwgl and acsl B,,W,,g Co s—ia surely lnrom,fim �p rmmve stuaofeamngcomp .,pain. �Om+.' eomm�enaomt yInTss3511I.nGUs— Jab Tn« �Tvss Type Dry PIy QANm Bl' )) R8536165d UNIT-15 F09 Flom 1 1 Jub 14.1—celg0)sU, Iz Thu Nw id 1450512➢26 Page 1 Builders Flrsl3axce(Cart ,TX), Cartatlbn, TX- 5006, 630s 262a4.., ➢24 MReeii fifiddLL ID Vu&n�Yg,NIk NHy MmX 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'dl rTa = �5 n 1-3L , 1t�1�r 3xa= 4IL3 s®ld=rtaz 9 LOADING (psi) SPACING- 2-0U C51. TELL 400 Plate Go, DOL 1 W TC 011 TCDL 250 wmMr DOL 1 W BC OD3 BCLL 00 Rep Sdo Ina YES WE 007 BCDL 100 Code IRC2021RPI2014 Moral LDMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp No1w2WSP SS(0A) BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag WEBS 2x4 SP No 3gat) REACTIONS. (size) 5=MSI¢neai,✓,T5 Max G. 5=305(LE IT 8=297(LC 1) FORCES. pa, - Max Comp Mlax.Ten -Aff does 250(10) or less except when shown WEBS 3S- 1002�301N NOTES- i)UnhaaneedfloorWeleadshavebeenco ere 1orthmdeegn. 2) Refer 0 glNerts)Tor doors to loss mmecW s 3)Rearroend 2xfi sM Jbad", on age, spaced at 1"0 or and taste dto each ME S danpa0. to he 30acha to walls 9Ned Under ends a restmina driverb)driverm r eans E) CAUTION, Do haterect Wss hack UBS 15x3 11 6 5 LI = 431 4 3o DEFL. n "a" Vtlefl "d PLATES GRIP Ved(LL) -0 Ed] >9Yl d80 W20 2MY190 VEU(CT) ,U T >999 240 Hm(CT) T00 5 Na Na Weght 27I1, FT=20%F, II%E BRACIRG- TOPCHORD SNx1u21 wmd sheaNing directly appiCS dv�C ac pudlns, except end veNcels. BOTCHORD Rigid ceiling dlreay applied or 1 M 0 cc Trading 3-100 IN 131-X 3") nal5 YR . VV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 MiTek® Jab to �1-1—Type UNIT-15 Flo Flom Sunders Fimiswxee(Ceo ,Tx), cartaNbn, TX- 5006, 0.1-8 N PN s� R85361655 fl 1 ) Job ae ., c219pls0ifs, Ix Thu Nav 1, Br.'I der Page 1 63as 26ID24M IOVu&nmTYg,NIk%WNNysBXBSMTFICW.B'/PSBTOHg3N5gPgnL8w3uIT1(bGKNSCBaIJ42JC� LPi Ot 5 =t3fi5 1.311 15x3 II bfi- Sifi- h5- 1.111.11 3x6 FP- 46- Sx6- SF= 1 3 4 5 6 T 8 9 10 11 R a 1I1 f25 ,,,,,4J{{II 2fi I® dd 23 22 2t 24 19 18 17 16 15 4xfi- St6- 3x10M18AHSFP- 4x5- ffi- Gala- DS SP= 4x5 = 2-90 1. T-a. I'll. 1. i 1&11L 21-1. i 28p 2TT 2L-0 .-d 1. 2dp 290 Plate Oflsets(XYl- 14£Me.0.1-0I 1180.1-0Etbe11190.1-0EUae1J210-2AE LR50-tA0-tA11260-0-8 0.1A1 LOADING (psi) SPACING- 2-0O CSI. OEFL. In (bc) VUefl "d PLATES GRIP TCLL 400 Plate Gnp DOL 1 W TC 081 Ved(Ly -031 t9 >TW 480 MT20 220N93 TOOL 250 LumMr TOIL 1 W BC 0% Ven(CT) -064 19 >4W 240 Mt8AH5 i6-162 BCLL 00 Rep Stru Ina YES WE 0W Hoa(CT) 011 14 Na Ina BCOL 100 Code IRC2021RP12014 Ma1rhS Wegni: ii]IS Fi=20%E tt%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 15E or a4 SP No 1 or 2W SP SS(flA) TOP CHORD Shuclu2l wood sheathing UlrecVy applied a&lo oc punlns, BOTCHORD 2x4 SP 1650F 15E or a4 SP No 1 or 2W SP SS(flal)'Exr¢pY except eM veNrals. 144N WDF2400F20Eor2x4SP2400F20Ema4SPDSS(flat) BOTCHORD Rigid ceiling dlreNy applied or 1"T cc Trading, Except. WEBS a4 SP No 3(flag 2-2-0oc bacing. 2,T 2 REACTIONS. (size) 24=058, 14 5d Max G2v 24=159WC 1). W159MLC 1) FORCES. UldlMaxConr,Mho Teo-Allbrces250 ph)orkssexceplwlren rhmm. TOPCHORD 2�2663M 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, 7Sb23110 8-9 699N, 9-fl1�52". 11-12=266M BOTCHORD 2b24=0/1529, 22-23�'374420- W526219-20=NW816, 1819- 6231,T]-18-W6WT, 1817=0/526 ,1S16=09T45,14-15 1529 WEBS 12-14=-2159N, 2-24=-21SVT42-15�W i6, 2-23 1686, 111C 160M, 3-23=160&U,1 TTILOU 159, T2-011160, 916= lecoo 4-22=10 711T 91] W&49, 4-201 48, 8-1]=591N, 520=591AT 818ti1581537, 549--1W537 NOTES- 1 7 U balanced Boor uve loads nave heed cons 1eredlartlds desgn. 2) All plates areMT20 plalg unless N ae da, indicated_ 3) NI plates are 3x4 MT20 unlss eoffddm a nMkated_ 4) The Eahnraion Tolecance aljolM 21=11% com 5)Remend 2x65Bum]Ca[ks, on edge, spaced at 10C 0 M,and fastened to each Buss with 3 Tool (0131"X 3")nds Strolgbacks to te attached to waled at Mar polar enda or restrained by other health n.. COS A. HERNANDEZ .......................... 113878 -*. COR F-12513 November 15,2024 k.ohn. v dip p.�metrma 4n��Tesp. Ms p po p.nexnaeneaeeP.6e.,.,,m.,,a�pnepse MiTek® ny traog ce',yye„s wweM 9ueance rega title �x u ww msFl ouaiy'cn amtiwnalmm'ePtrnunl .,m eenaom) Oc.B a anJacsla,R,geomponeMSnoIyI oor,dm �pue rmmve s6oM�elauMog component pamu yIress1nll.ReITa— Jab « �19— TYpe DNIT-15 1 Flom Builders Brsls—(CarlTX), CarraNbn, TX - 5006, 13. C" 1PN J IUf 531 ) US-3 656 Job Re ., c219pls�ifs, Ix Thu Nav M la.'I2➢er Page 1 63N 262➢24MW.B ID V u&nmTYg,NIk%W NNysBXBSMTFIC'/PSBTOHg3N3gPgnL8w3uIT1(bGKNSCBdIJ42JCW 1da UH8 ..-1203 1m II 3x6 - 8 29-0 648 2-9-0 PlateOffsets lXYl- 11 Edce 0.15I ft10.15 EdceL Fl20.1�Earned R50.150.1A LOAOIRG (psi) SPFCIRG. 21 CSI. OEFL. In (bc) lMefl Ud PLAIES GRIP TOLL 400 P6te Gnp DOL 1 W TC 029 Vat(LL) T 2-13 >9YJ Ma MIT20 2"190 TOOL 250 Larder DOL 1 W BC 042 Ved(CT) -010 t2-13 >993 240 BOLL 00 Rep Sde Ina YES W8 035 TOO(CT) 003 9 Na Na BCDL 100 Code IRC202iRP12014 MatarS WegIR 681b FT=20%F, N%E LUMBER- BRACIRG- TOPCHORD 2z4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) TOP CHORD Strnudil wood sfleaNing dlreM applied w6-0-0 oc pudlns, BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 w 2W SP SS(Ral) except eM veNals. WEBS 2x4 SP No 3g1al) BOTCHORD Rigid ceiling dlreay applied w l OO-0 cc Trading REACnoxS. (.c) 14=0.4$?-0 B Max G. 14=903(LC IT 9=895(LC 1) FORCES. IS) - Max CorpMax. Ten -AII force5250 old or less except widen sbmm_ TOP CHORD 25 132ZU, 3 19520, 4-5= 95210 56=1952N, 6-7=1321N BOTCHORD 1ST4=0B33,12-13 1755 11-02-011952, 10.1 I-0/P5B, 3IG M32 WEBS T-9=t17"2-14=t 17M.7-10=LV12T, 2-13=01T26, 610=64NO3-13 UVD, 6-111448. Y12=0M48 NOTES 1) OnOalwadfloorN bads HavebeenconsideredbrtMsde n 2) A61tla&s are 3x4 MT20 wless oNe.nee INcartal 3) Recommend 2x6 stroMbaca, on edge, spaced a11" 0 oc and fastened to each truss wan 3-t0tl (0131' X W) naes Strolgbatl3 to 0e allacNed to walls al Marorder e orrest2lned 0y oNermealN 4) CAU ION, Do not erecNmss 0ackwards. MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 � ve ny o.�metrna 4n��Tesa. des a ao a.ne.nerene.eeP. e.,.,,re., ,a�anease. = Mill ny traog a',yye„s .wade 9ueance rega title �� u ww msFlam dn,,y'cn tiwna..nnunl tine acsl aulNma comvonem serery lmonmfion m�m¢tle fiomae snoM�elauMog component pamu eum puxw eommOnenaom) y1s Tss35]lluRews Jab « UNIT-15ers N/III Fm12 BuildFlrsl3aace(Caua ,TX), �T, T Ty pe PN R8536165] Fl m 4 p j Ca -Afton, TX-5006, 630s 262024 MReKiKdLsOiAS,Ix ThU Nw 141450522➢24 Pagel ID Vu&nmTYguNIk NHysBM-S 7FI .B7OHg3NS9P,L6 3ulT GMD.7J4 JC'/I �dB� 6H8 ® =t284 as o 1 2 28 19 18 17 1. 3d1- 3x10M18AH5 FP- 4x5 = 1 sx3 II 143 3a5 FP- 4xa 6 T 8 9 10 11 21im 15 14 13 4%5- 3vb- 2-9U lfL 11-168 111B 2-9T 2Ta III. 2S8 Plate Offsets(X YI- 11Food 01 Al R5 TlA Food 11601-0ECael 1210.1 04181 LOADING (pelf SPACING- 2— CSI. GEFL. n (bc) VUefl Ud TCLL 400 P6m Grip DOL 100 TC 041 Van(LIT)-015 i5-16 >999 480 TCDL 250 Canter DOL 1 W DC 073 Ved(CT) -02815-16 >718 240 BOLL 00 Rep Stru Ina YES WE 059 Hoa(CT) 007 12 IVa Na BCDL 100 Code IR=VTP12014 Mardi LUMBER- BRACING- TOPCHORD 2z4SP1650F15E or 2x4 Sp No1w2WSP SS(BA) TOP CHORD BOTCHORD 2x4SP1650F15EN4SPNo1 w2WSPSS(Ba) WEBS 2x4 SP No 3(Bag BOTCHORD REACTIONS. Ps m) 20=Meadnlcel, 12--05-8 Max G. 20=12WITC 1). 12--1258(LC 1) FORCES. IS) - Max Comp Max. Ten --All Porce5250 (Ib) or oaa read v4den sBmm- TOP CHORD 25=20160, 3-0=3254N, 45=3 Mr S6-31K8N, 6-]=38NVO0]�tEVG, BOT CHORD 132C=0/1189, 17-19�/2I92, 16-P=0"367D 1516=0"J858, 141S-013610,1314=02]92, 12-11-0/11� WEBS HT12=16RMN2-20=-1681N,1G13=0.'1231,2-TMV1230.8-13=1154N, 3t9=1154/0. 8-141/fi8631 058],]-04-61M, 4-P--61M, 71F 2]]533,416=2]]532. 5-16=26M, 6-15=26910 Ind 2-yp PLATES GRIP MT20 244/i90 Mi8AH5 I IT9 Weight 9311, FT=20%E11%E SN umlwoodsbe iN directlyappll or6-0-0ocpudlns, except end vedlcals. Rigid ceiling dimay applied w 1M 0 cc b2nlg NOTES- 1) unbalanced Boor Webadshavebeencon ere tmtM des n 2) All plates are W20 plates unless didamse lnda&0 3) All plates are 3x4 MT20 unless cdarmse indicated4) Refer to glydegs)Tor Wes W buss core[ cam m 5)Recomend 2xfi 50om]Cacks, on edge, spaced a110-0-0 ocandtaste) dto eachtresvnN SAM(013['X3') oats Strolgbacea W Be 3BacBed to walls at Ncti oWer ends a matmined by differ means 6) CAUTION, Do not erect buss bachwads n.. COS A. HERNANDEZ .......................... 113878 -* - COR F-12513 November 15,2024 ,w4 d v �dnp.�metrman4n��Tesd. res d Ldded.ne.nereneaee9.6e.,.,,m.— 3—dense. MiTek® ny trades m%vmn> wuceM 9ueance rega title �x u ww msFl ouaifrcn amtiwnalmm'ePtrnunl Or.B eomm enaomt an4acslau,R,g Compon,m Snoglmmm,6on �pue rmmve s6uM�elauMog component pamu y1s ]ss35]t /uneYAsmn Jab Tn .� �Tvss Tym UNIT-15 QANFF113 FLOOR GIRDER Bullaers Belsaxee(Car ,Tx), Baumann, Tx- 5806, a1-8 H �; 1PN J IUf Ss�� )) R85361658 Job Oi MIT cGlm01i0 Ix This Nw 141450" mar Pagel 630s 26ID24MRfisB IOVu&nmTYgaNlk%WNNysBXBSMTFIC'/PSBTOHg3N3gPgnL6W3uIT1(bGKN5CBmIJ42JC'Jf 1�A1 i aJfB 5$le=t3fi5 ssd2M18aIS- .11 ach II Lfi 3a6 FP= 3xfi= AS Glo= ach Ore 1 2 3 4 5 6 T '- 8 9 30 29 211 27 26 .12= .0M18ARCEP= w 3x10 M18a155P = 8x12 M18AH8 - 2x6 II 2xfi 3X6 FP= Lfi 1[fi 2. H 3xfi = 10 11 12 13 14 15 16 9 18 19 33 2s 23 a 21 56 II 3x10 M18a15 FP = 21A-0 21 -. Plate Ofiuts(x,y- (9"3 Edgel,[t00.'1-0O l,[190.3.EOgel,[236212Edge],r2C0-24,Edge],[2 D".Edge],r26:D"O Wl.E29"d .EOge],[380. 0,EUge], (31 Fee 03DI. M2 0 t-88-081. 1330 I- 04O81 LOADING lag BPACING- 2-Do C51. OEFL In (mc) Poe8 t/0 PLAMS GRIP TOLL 48 0 Plate Go, DOL t W TO 0 T2 vert(LL) 26 >T31 488 MT20 220/193 TOOL 250 Lumber OOL 1W BC OA ved(CT) TIES 26 >387 240 NHEAHS 16W 62 BOLL 00 o Ina NO Rep Sol WE 0% Hool 0.11 20 Na Na BCDL t00 Cede IRC2021RP12014 Maps Weight 20311, FT-2 F,it%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or zW SP SSAaG TOP CHORD Structural wmd alcohol directly applied or4 11 ce Wdlns, BOTCHORD 2x4 OF 240OF 20E or 2W SP 2400F 2 OF a a4 SP DSS(dat)'ExcepP except end veN�ls. 202T 2W SP 1650F 15E or 2.4 SP No or?4 SP SSUat) HOT CHORD Right ceiling directly applied a 1 MD oc bracing WEBS 2x4 SP NO done) REACIBONS. Doe) 20=658, 31,0 SS Max G. 20=2092(LC 1), 31=3740(LC 1) FORCES. (m)- Max Comp Max Ten - All mrees 250(m) or less except v.Ten Moral hol TOP CHORD 2S=74780. 3d=748710. 45=113900. a 11398N. 7E=11689M 09=1168910 910=i1222AT 1041=-11222/01112=9514N, 1213=9514M. ffi-15-T185�0, 15-16=Ti Son. 161T 4-482000N, iT-18=YD BOT CHORD 3031=0139W. 2830�/Nl27-28,(/11641, 262T=I11222, 2526,(YLI 1, z12s=0/10423, z124=on8435, 21-2395T2T, 21T21==88 WEBS 1620=2951KE251=538mo 18-21=0Iz5822S4986,1621=2383N, 430--AT8918, 1623=)0814, 4-2b=146i011z3=n2610, 7-28- MI AL 11za=0/ias9, 027�49AE it 24=1317ro, 9-27=0/1123,1125=w1483 9-26-CCAE 10-25-58640 xores 1)AT amaa noor Ne leadsnave beencErirdvdmrmis desgn. z) All plates are MT28UD unless ravexse hatede0_ 3) All plates are 6xTMTZO wkss - 1IMkated. 4)Tne nt 29 1% S�OF... l Recommend abomEacies, nape, ocand msty each Wss vnm 3-tOtl (0131'X3')nal6. 5) Recommend 2x6attachacks,onls p. 1 4f a aBaaredati8-0-0 strop m wallsat) then e�sal rest2medoyupprmea� enter i yS: 11 �jMj�j orotce mama shall 6)chund evical sumcemmsuppod concentrated mad(s7 zTz41h duwn at abiz on rap A I T)«omerconnec0ond uchco)snaane clwrd. TnedeslSE(S)atlan of such cannecllon devl[e(s)¢me respansotedafomers.• T) Inthe LOAD CASE(s) sectloq ma]s applledtome race of rice mas are noted as front (F) or Eck (B) •t........................... ;. M DZ /MARCOS A. HER..... /1 ODead +Hour lwm(hamnmmd)-wmbmr mareamm=i ee, bare lzrmasm=l uo Undoml Loads Unit 113878 Von 2031---20.1-19=130 CoPsenvakd Loads Ohl ved 4=-2644(F) �l SS/ONAIE� COR F-12513 November 15,2024 AwA 6v �lpnp.�metrmamm��anTmsn. santamaamnMnmxnamnmaaP.lam.T.Tam., a —pence MiTek® aa auace regatitlx u i a,. isuuaren e�v oww aneaCSlB,, OCompon,nuSumyIeo,aon mC5111llunews Jab .� �19—TYpe DNIT-15 4 Flom BuildersFimiswxee(CarlTX), Ca-Skon, TX - 5006, S, H�� ISA 3xfi = 3 S 5 6 25 20 Z1 22Z1 22 277/7T 3vb = 15x3 � 15Xi g 3x6 FP= Yfi = c2Pa5g3eC"U0Ns 2b➢I.ffids, Ix Thu.- 1414. 111d4R8611 659 ID Vu&nmTY,NI NHysBXDsnR]FIC'ASB]0Hg3NS9P,L63ulT GMDd]J4JC']I 1 � L 5 t3fi5 I SO 11 15x3 .a= 3xfi ar= 1.3 �� L6= ] 0 at. 11 12 a 14 19 18 17 16 3xfi = 3xfi = 2-40 ]L-12 4&1 113-12 1&11-0 21. 28p <-3-12 17. 2-1. fi7d 290 Plate ORsets(XY1 T"Edocl MIT"Eduad MITITEUceI R80.1A E60e1. 2]0.1d 0.1E1. 1280-18.0-1AI LOADING (psi) SPFEd G- 2-0U CSI. OEFL. In (bc] lMefl t/0 PLAIEB GRIP TCLL 400 P6te Gnp DOL 1W TC 037 Val(LL) I -O OS t6-P >999 480 MT20 24,Vl% TCOL 250 Lum er OOL 1 W BC 051 VeA(CT) -010 i6P >993 240 BELL 00 Rep Sdr Ina YES WE 040 H0a(CT) 003 15 Na Na DCOL 100 CCOe IRC2021RPI2014 Ma1rIrS WegM: 11910 Fi=20%E it%E LUMBER- BRACIBG- TOPCHORD 2x4SP1650F15E or 2x4 SpNojor WSP SS(0A) TOP CHORD Structural Stood sheaNing directly applied a 6 oc putllns, BOT CHORD 2x4 SP 1650F 15E o=SP No a 2W SP SS(Rag except am morals. WEBS 2x4 SP No3(flat) BOTCHORD ceiling Rigid ceiling directly applied a 1"Tcc Trading, Except. "tD oc 2,T 2.19-20. REA MOOS. (sic) 26=05 V5 -8, 20=0-5a Max G. 26=635(IC 3T 15=818(LC H) 20=1811(LC 1) FORCES. (In)- Max Comp Mlax. Ted - All force, 250 old or less except wlren sbowo TOP CHORD 21421/03-0 98110T 5--58RM2,5 S1 60 T=DI OST7T—E67AE 810=1627A) 1011=-162710, 11-12=162710, 12-13=-1181fiO BOT CHORD 2526=01583,24-25-05882124=[V988, 22-23-MM. 21T2= 3205, 1320=ov&16, 1G19-M355,17-18=011627. 161]=N154015-16=0756 WEBS 2-26=82w, 5-20=-103M.2 2S01353.622=g636, T2 —67 N. 1115=1067N. ]-20=128M 13-16=01630, 7-19,DA 32, 12-16- 535N, 8-19 79L0 818-0/553, 10.18 2T/N NOTES- 1)OntralmadBoorWeloadsBavebeenc Mere 1atM des n 2) AS phtes are 3x4 MT20 unless oNelwise Imkated. 3) Recommend 2S6slmng0acks, on Edge, spaced at 1080 oc add taste tlto each NESS wed 3-10d(0131°X3-)nal6 -SlmlgbarM to ce ae"am" toa wrs al Unor Edger ends, a restrained by Erm Error ealN 4) CAUTION, DE act credit truss backwards. :. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jab 5 �19—TYpe UNIT-15 5 Flom solders Firslsaxee(CarlTX), CertaNbn, TX - 5006, 1PN J IUf 53�� )) R85361660 Job ReferencGlgg) ' , Ix Too Nav I11a.13In. Page 1 630s 26ID24MReeiifisB IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL6W3oIT1(bGKN5CBaIJ42JCW 1 1 SBSB 0.1A 3®@r'=1 t201 i sx3 II 1 sX1 II a s 1m II art = 8 oil ON 3.= 3L= YSo 418 1128 24a 688 2-40 Plate ORsets(XYl- 11 EOoe0.1AI R10.1A EMeL 1120.1� 1.011 1b0.1A LOFOING (psi) SPACING- 2-0U 1 CSI. GEFL. In (bc] lMefl t/0 PLAlE6 GRIP TELL 400 Plate Gap OOL 1 00 TC O P Val(LL) _ _ 2-13 >9YJ 40o MT20 2MY190 TOOL 250 WmMr OOL 1DO BC 041 Vea(CT) -009 t2-13 >993 240 BOLL 00 Rep Sde Ina YES W8 0% HoD(CT) 002 9 Na No BCDL 100 Code IR=17P12014 MalrvS Wegat SB It, FT=20%F, it%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) TOP CHORD Botanical wood saeatho, dlreM applied w6-0-0 oc poalns, BOTCHORD 2x4SP1650FI5Eo=SPNd w2WSPSS(Ral) excepteM veNcels. WEBS 2x4 SP No 3ga1) BOTCHORD Rigid ceiling dlrecAy applied w l OO-0 cc b2nlg REACTONS. (sae) 14=&9$rule Max G. 14=897(LC IT 9=889(LC 1) FORCES. (Ib) - Max Comp Mlax. Ten - /ill forces 250 Sid or less except waen saovm_ TOP CHORD 2�1310A, 3-0=192710, 4 5=1927N, 56-1 R271T &7=1309A BOTCHORD 1S14=0B9,12-13 1738, 1112-0fl92T, 1041-0fl738, 3IG GI26 WEBS 79 Ii65A, 214 1169N,7-10E,W19, 2-13-Wl8.&10=6371D, 3-13 710, 6-111M34 512=0(3 NOTES 1) Unbalanced OdorN badsnavebeenconsideredlmtalsdesgn. 2) AS pG&s are 3x4 M120 wless odbenvlse INcartal 3) Recommend 2x6 sbongtaca, on edge, spiced a11" 0 oe and fastened to each boss wan 3-tOtl (0131' X W) naes StrolgbarMWbe attached M walls al Hoar doere wrest2lned by NaermeadN 4) CAUTION, Do not ereo Vuss backwards. YR . VV MARCOS A. HERNANDEZ ................................ 113878 COR F-12513 November 15,2024 Mill Jab .� 1-1—TYpe ONIT-15 6 I`Flom BuIWers Firslsaxse(CarlTX), CarraNbn, TX - sons, 0.11A t 3x4 II 3 1PN J IUf 53�� ) R85361661 Job Retere ceA9111s0�F'' Ix Thu Nav M J4.0 ,der Page 1 630s 262➢4.1-2fidL ID:VuMn YgWH NHpOMmnRIFI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'JI 1-}0 2 3x4 = 3 3xa 3®n =1Y03 3z5= bb= 2-S1O. 2- ' LOADING (psi) SPACING- 2" CSI. OEFL. In Una "d PLATES GRIP TELL 400 P61e Go, DOL 100 TC 003 Ve0(LL) 000 :tl 5 "^ E80 W20 2MV190 TOOL 250 Lumber OOL 1PC BC OD3 V=CT) -0m 4S >993 240 BCLL 00 Rep Sdo Ina YES WE 0IXi Hm(CT) TOP 4 do Na BCOL 100 CoOe IRC2021RP12014 Matrix-P Weght 201b FT=20%F, lI%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or a4 SpNo1w2WSP SS(0A) TOP CHORD Shuclu21 wood sheathing directly applied m2A-0 oc pride, BOTCHORD 2x4SP1650Ft5E.=SPNo1 awsp SS(0a1) except end vernal WEBS a4 SP No 3gat) BOTCHORD Rigid ceiling 0lreay applied or 1 PC 0 cc ancig REACTIONS. (.c) 5-T5$ 4=058 Max G. 5=181 BO IT 4 18NLC 1) FORCES. do) - Max Comp Mlax.Ten -Aff does 250(Ih) or less except when shovm_ NOTES 1)Recommend 2x5 shmgbzOa, on age, spaced of TOP 0 or atM lash olto each treo won T1GJ(0131' X 3') na05. StmlghacU W he atGcha to xa15 al Mar order ende or resfmina by other meads VV :R n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 Mill Jab vss �Tvss Type IC" PIy 6(1 j R85361662 UNIT-15 F1] FLODR GIRDER 1 1 Job Reference/p.�11s0iAS,Ix Thin Nw 1414505d2➢24 Pagel Boilers Firsl3axce(Can ,TX), Can hor, TX - 5006, 630s 26ID24 MR ID Vu&nmTYgNIk NH,BM-S 7FI .B7OHg3NS,P,L6 3ulT GMD.7J4 JC'/I 1f3� t�fl� Srale: L4'=1' ax6 II ]xa - 2. II win II � II 'A 3xfi It t Y2 2 3 4 14 s 15 6 16 ] 77�71 v �I tt to find= We - LOFOIRG (pst) SPFCIRG- 2-0U CSI. OEFL. In (bc] Vdefl told COR F-12513 November 15,2024 6 v nl6 p.mmanmadB�NnTesn. res n Lnnen.nexnerene.¢eP.6e.,.,,re., ,a�Rnense. ® ,w4 �na MiTek �a� ro 1., �waceMOo n i oaycn..dsB or.amamPrnunl and acsl mass cmvom snoly lnmmdm-opue n-im S6uMofdiiugmnl - aboo� ram) .,a ew I5]/.iG.s— PLAIEB GRIP TELL 400 P6te Grip DOL 1 W TC O6G Vat(LT) -0OS 3ID >9Yl 48o MT20 2MY190 TCOL 250 Lumber OOL 1 PC PC 086 VeA(CT) -010 3t0 >999 240 BCLL 00 Red Stru Ina NO WE 061 Hm(CT) 002 8 Na Na BCOL 100 Code IRC2021RP12014 MatmS Weight: 831b Fi=20%F, it%E LUMBER- BRACIRG- TOPCHORD 2,4SP1650F15E or 2x4 SpNo1w2WSP SS(BA) TOP CHORE) Shactmal wood sheaming dlreclly appllM m6-0-0 oc p pins, BOTCHORD 2x4 SP 1650F 15E o=SP No 1 w 2W SP S801d) except end veNcels. WEBS 2x4 SP No 3(Rd) BOTCHORD Rigid ceiling directly applied or 1 DO-0 cc Trading REAGBONS. Po¢d) 12= ,8=Metliamal Max G. 12--3229BG B) 8=2774(LC 1) FORCES. (m) - Max Comp Wax. Ted - All force, 250 Do) or less except wired shmm_ TOPCHORD 1-12---(K3N, 2-�ZVD, 3-0f V =4823N, 45-15014E wIGOM BOTCHORD 11-02=02881, 10-0 1r/4623, 91 MM[823, 6Y-02931 WEBS 6�396Z0,2-12-3894A,69=0121522-11-W2]03, 5-9=101 M. 3-11-152]/q 'Y_ 4-91N, 11R-002f0 NOTES- 1)UnbalancedfloorN badshatebeenconsvl brthlsde n Reco m torimsstotm 3) rage, spans. end 2xG spared ocand fastenedto each Ross vnm 3-tOtl (0131'X3')nal6. 1" 0nds 3) Recommend 2x6 shomdired 0, sledge, to the attachedto walls oNer endsw restcent by other means eor Sar egsrM (s) shall tod bo(s)1225Ib downat G9-0, m pwown 4)downat ndown t 49Ts)shall 1 at 69T, dso 4-9-0and t216 mdown al6JL, and 2551b dsxn at]8-0on Top cMN_The desgn/sekchon of downat2Toth 89I 255Inconc at 74 suMn man desmdawnat 571n me LOAD casE(s) secnon, loads applied m me rare of the truss are noted as rroN (F) or oaa (B). TOkDC E(S)os)Ismemds applMll to Me �'(E LOADCASE(S) Standard OF TFL`�1 �.�P.••••••••••..(Lq 1) Dead. Fbor live(balanced).-camber increase=100, PM@hrcfease=l o0 1 UnOonm Loses (pit) Vert 12 zo. 1_7=_130 j r7. • •S �! / A 1 Concentrated Landes go) I Von :3=-1136(F)13=n6o(F)1a=t136ff) is=1135(F) ifc-183(6) / .........................a... /MARCOS A. HERNANDEZ% �...... .....................:... 1. 1.. 113878 :... Jab Tn « �TvssType Dry PIy QANm 8l' R85361663 UNIT-15 F18 Flom 1 1 Job ReterencGlq ) Builders Flrsl3aace(Cart ,TX), Cartatlbn, TX-5006, 630s 262a4.., ➢24 MRei fidLsO�F's Ix Th. Nw 1414505d2➢24 Pagel ID Vu&n�YgWHs NHpOMmM7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ42JC'JI aid = lyj,5� n 1-3L I �d�y sxa= 4 3xa II s®ld=rtaz 9 II t sxs ll 6 5 LOADING (psi) SPACING- 2-0U C51. TELL 400 Plate Gnp DOL 1 W TC 012 TCDL 250 wmMr DOL 1 W BC 0E BCLL 00 Rep Sde Ina YES WE 007 BCDL 100 Code IRC2021RPI2014 Matal LDMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp No1w2WSP SS(0A) BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag WEBS 2x4 SP No 3(flag REACTION£ (size) 0=05$ 5=MESTanlcel Max G. 3F 92(LC 1L YJCO(LC 1) FORCES. (Ib)-Max Comp Mlax.Ten-/ill firce5250(10) or less except when shown WEBS 35- 0110, 2�29610 NOTES- 1)UnhaaneedfloorWeleadshavebeenco ere 1orthmdeegn. 2) Refer 0 glNerts)Tor driers W loss mn2c0ans 3)Rearnmend 2xfi sM JCacks, on age, spaced at 1"0 oe and taste tlto each MES danpa0. to he Marra to walls 9Ned data ends a restmina driverbydriverm r eans E) CAUTION, Do haterect Wss hack UBS 4 3d 4 3o DEFL. n doc) LHlefl "d PLATES GRIP Ved(LL) T Ed 6 >9YJ E80 W20 2MY190 VEU(CT) , oa 6 >999 240 Hm(CT) T00 5 do Na Weght 2911, FT=20%F, 11%E BRACIRG- TOPCHORD SNx1u21 wmd sheaNing dheclly appiCS cv�C ac pudlns, except eM vernal BOTCHORD Rigid ceiling dlreay applied or 1 M 0cc Trading 3-1NET IN 131-X 3')na15 YR . VV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 MiTek® Jab DNIT-15 N/III FmF01 Builders U.S- U.Saace(Carta ,TX), �TUss Type ROOF SPECLll CanYbUn, TX - au, pry R8536166d 2 1 6P ob EH`.ff ce/p.MsMVS, Ix Tbu Nw 141,150552➢26 Page l 30s 262MR jj J02 ID:V.Mn Y,WH NHysBM-s 7FI W/ 70Hg3NS,P,L8 3ulT GMD.7J42JCEI L2$ 2-68 San!=1.In u ad = d-2a 4zb LOAGING:00 SPACING- 2-DO C51. GEFL In pom Wen W PLATES GRIP TCLL 100.0 P6(e Gip DOL iC0 TC 010 Von I -001 45 >999 480 MT20 24,V190 TCDL 250 Lumcer DOL 1 U. SC 014 VeOt(CT) -003 45 >999 240 BCLL 00' Rep Stress Ina YES WE Den RRCRCT) 000 4 Na n2 BCDL 100 Come IRC2021rFP12W4 Mmai WmCNLL) 0.00 5 -- 240 WeJgnt 301b FT-2 LUMBER- BRACING- TOPCHORD 2x6SP2400F20Eor2x55PDSSorfm SPM31 TOPCHORD 2U-0oc purins 13, except men venoms. HOTCHORD 2x4SP1650Fi.5E or 2x4SPNo1w2WSPSS CHORD ROTE RlgM telling energy applied. WEBS 2x4 SP No REACTIONS. (size) 5=rF58, 4=Mechanlcel Max lbrz 5-w-10) Max OPIR 5=b2(LC - BF 4(LC 9) 2 Max Gv 5529(LC i), 4=52%LC 1) FORCES. Sto- Max ComplMax Ten.- All faces 250(m) or ess except men sbmvn. WEBS 2�367/217,2-0=381216 NOTES- 1)Wall ASCE716,Vu8=115mpn(15ecnndgest)Vasd impn,TCDL=60ps,,BCDL=60psf,h= kB-45$L=4 ,e. 5ft.CaL II; Exp C. random, MWFRS(droolum1) and C Comm(3)zone, carldeverleft and ngnt exposed, end veNcal Eft ale Exist exp sedC-C for makers and fohes 8 MWFRS for reactions strum, Lumber DOL=160 Plate gdp DOL=1.60 2) Pence serrate dcmwge to prevent miler ponQ g. 3) Thin truss has been assigned fora 1D 0 of bMam chom none load modraccuarent w80 any other Irve rude 4)' Thts MUSS has been deslgn:d for a We bad of 20 opsf On the tumor cMud In all forms venue a rectangle3 my by fr} vide wR FN belyna n Me Mnom clew add any o01u members_ 5) Room to gi der(s)for Muss to boss cnnrecWns 6) PUVMe mechanical con neram (by MMus) of miss to leading plate capable of vnthstaMing 100Ib upff, alpinks) 5, 4. ]) TMs Moss desxin requMes iMaM a minimum of 7116-sMtu al wood sheathhg he mpned dRectly t0 the fop cMd and 12" gypsum shemock Me applied air" to Me MODm Use 8) Graphical pudln represeMalmn does End depltl the Yma or Me orientation of the pUlln abng the fop andlm bottom than. ^—SE FT F � ygP•,....;F4S 11 1........................:. d n. COS A. HERNANDEZ: ....113878 ....;...� '+1;prFs<yCENSEa-"*#i�i COR F-12513 November 15,2024 MiTek® Jab pe DNIT-15 FF0«2 R Buildrs Flrsa(Crt , CamAnn, TXssTY - 2d12 b7-12 2d12 3x4 = 1 � 2 ICI ICI Ic pry P R85361665 2 1 Job Reference/pgpnalj I— Pm Nw 111,1. 112024 Page l 630s 26ID24MiieKYnd150M5 ID:VuMm YgMHs NHy.BMm R7FI W' 70Hg3NSgP,L6 3ulT GMD.7J4 JC' 610.12 4 2-38 xb1x xxb II 3x4= ab II smld=1174 /� /L4-J> 8 7 fi 3xt8 - Tfi= 67-12 338 4'42 4112 LOADING (ps1) SPACING- 2-DO C5,. OEFL. In per) WcH I/O PLATES GRIP TCLL 400 F Gnp DOL 1- TC 014 VeMLL) -001 7 >999 480 MT20 24 190 TCDL 250 Lumber DOL 1on BC 013 VcmCT) -002 T8 >999 240 BCLL 00 Rep smrsloO YES WB 020 Ha7(CT) 001 6 no, on BCDL 1no Code IRC202WPIM14 Ma8[t-As WeJgM 55In FT-2 LUMBER- BRACING - TOP CHORD 2x4 SP 1650F 15E.,W SP No 1 w 2w15P 55 TOP CHORD 2U-0oc pudlns (6 max .) i-5, except cut verticals_ BOT CHORD 2 4 SP 1650F 15E ora4 SP Not m W SP SS BOT CHORD Mind ceiling directly applied. REAcnox9. (s ) 6-M ftanral. 6-YAecnarocm Mai G. 8=675(LC i), 6,G75(LC 1) FORCES. put - Max Cmr,Mox. Teri - All fre 250 gin or less eicepl xTen Ancem TOP CHORD 2�6681D, 3-0 B`8N BOTCHORD 7S(/4946-7=01494 WEBS 2d 68W 2-7=0/ 3. 3-7=27N017-M53.46--68M NOTES- 1) Refer m glNer(s)Tor Buss W Buss connections 2) The, truss desgn regions Mad a minimum a7116-structural wood skeal0ng be applied directly to Me top clrN and 12-gypsum streetrock to applied dir" to Me betlom chord 3) Gaptrkal pudln represeMatlondoes� tdepicttN wear Meomnttmof MepWinabng Metopandlor betumctrwd. 4)Recommend2x6 egbacks,onedge, spicedat10D-0ocandfastenedtoewtu BusswM3-l0dM131'X3')nal6. Stengletl3 W Inc amocined 0 walls al ttrctt roger ends or reMoured by enter meal¢ ySPS�/ V Fx4P ...... MARCOS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 roea sa.ewan,se. MiTek® evmomc,e nm�,-H ,r.—lg,i,c s,a7�,s7„MneKe=� Jab Tn .� Type Dry PIy R85361666 ONIT-15 FF83 �Tmss ROOF SPEChIt GIRDER 1 q Builders Firsl3axce (Carta N/m ,TX), CartO6bq TX-5806, L Job Reterence[p� Ij 8l' 630s 262➢24 MReKiKdLsOiAS Iw Th. Nw 141450562024 Pagel IO:VuBm YgWHSXc6NHpBMmnR7FI sB7OHg3NSgPq L6 3ulT GMDmIJ42JC'JI 14-12 4-1-12 61612 9-3d • 2-4-12 2a0 21. 2b12 5®@=1Y83 2a4 II Ran - zx4 II 3.fi -JI zx4 II 5;I i LE: 2. 1n 4 7^I u u fi= ] fi a 4m = .2 9- d L]-12 .2 LOFOING (psi) SPRCING- 2-DO Can OEFL. n (cm) wen W PLAFES GRIP TCLL 100.0 P6te Gnp DOT 1"D TO037 Vert(LL) -002 ] >999 480 MT20 24411W TCDL 250 Lumber DOT 1 W BC 021 VM(CT) T ] >9YJ 240 BCLL 00' Rep Strgs Mcr NO WE OW Hmz(CT) 001 6 Na n2 BCDL 100 Coale IRC20217P12D14 Mardi Wm,gLL) B.ol ] >999 240 WeJgM 13511, FT=20% LUMBER- BRACING- TOPCHORD 2x6 SP 2400F 20E 0r2x55P DSS or 2x6 SP M 31 TOPCHORD 2TH) putllre(6DO men.) 1-5, except FallWrRC.1s_ HOTCHORD 2x6 SP 2400F20E or 2n6SPDSSm2x6SPM31 BOTCHORD Right ceiling directly applied. WEBS 2x4 SP No.3 REACRONS. (sae) B=MeclNnrcal, 6-YAecbabcal Max Mr. 8,4B LC 11) Max G. 8= GORC IL 6=4680(LC 1) FORCES. Bad -Max Comp Mlax.Tert-AIIPorce5250 (Ib)orkss except wlren sbmm_ TOP CHORD iS-ID3]N, 23=4684N, 3d=4684N, Sb=-003]N BOTCHORD ]S0136906-]=0I3690 WEBS 2�501 W. 2-]=(Y1392 0]=-202W, 4-7=0/1392, 4b=-5018M NOTES- 1) 2Tty Vass to be conmxteal w together 1ml (0131 NY) nails as follows: Tap chords Connected! as fulluurs_ ad-1 mx at 09C rr, 2tt6 - 2 rows staggereal at 0-9O m, Bottom chums ocirmoed as (allows-2x6-2 rows staggered at 0-9-0oc. Webs conntt@al as toNws: 2x4-1 rmv a10.94) oc. 2) Ar baits are Considered equally alpSeal to all phes. except R acted as fiats (F) or hart, (B) face In the LOAD CASE(S) scctoa PI) to pry connections have been pmxMed m distribute only loads noted as,R) or(B), unless olnevess Indicated. 3) Will: ASCE 7-16; WR-115mpb (35 d gust) VasdSimpn; TCD1=6 OpsL,, BCD1=6 Opsf. n=30R B=451, 1=4011; eave=5ft, Cat. II;ExpC,Focused, MWFRS pinscLOnag arts CC ComereB) Cne, mummer left and mint exposed: end vertical left all right posmCCC for members add faces 8 MWFRS our reacllans snam; Lumber DOL=160 plate me OOL=160 4) PmvMe adequate manage W prevent eater p0ndmg. \\� psf offal �re�a�gie3s0tau oa onu Neond wssnasbeedIgbeen rea aneasnwle OF•TFx\II rorzBwb 6jTm eot2o lm�nwOna�l aby z-Da wide PSE .1 fit between Me NMm clwN all am 08rer members_ ])Refer to gimer(s) for mass to Wss connections / 8)Lendmse(s)1,2,3,456,],8,9,iD,N,12,13,14,15,16,P,18,19,20,21,22naLhavebeenm ifim! BufidNgdesgner must review load, to verify Ma they am Correct for Me Intended use a Has mass. 9)Th6wss megn m7fl6'sm NtM ddnecUytnmetopclwd L2' ...........................� IMARCOS A. HERNANDEZ/ regmrmUata minimum umi omsne apple and gypsum sncebock be applied dir" to Me MtlOm Chem . III 10) Graphical punin relxesentatmn does nor depict me vze or Me meranOn ofthe Wdln along Me top andsm Whom tlroN. . 113878 I Ill �f </CENSE LOAO CASEIS) Standard ';*,,% 1) Dead +Rwr Hve (be6nced) Lumber IMrease-100, Plate lmmam=l DO Untorm Loads g,lM 1l SSIONAI"' \\\""�� Vert 1S 1020, 6A=20 2) Dead + O]S Runs Irme(baanced) Lumber Increase-1 OO, Plan, lxrease=100 COR F-12513 November 15,2024 onmian rte nan=+ w d,R91 MiTek® lel—ry m N N M 9rvAnafw+�'.PxMu9) RMIMan, Cs .1 ,Macs a sererymmmafim ar acYc anuM mponen mponem a w o r veom�etry �( 1H Jab ITn« Type Dry IPIy R85361666 ONIT-15 FF03 �Tmss ROOF SPECWt GIRDER 1 q L Job Reference[p�1p Ij Builders Hrsl-M.(Carta N/m ,TX), CaRoMon, TX-5006, KI 630s 2'aMMReKiKdI1IV, Ix ThU Nw 1E 1050562026 P.,2 U)VUBmdrGY9WHs NHysBM-S 7 I .B7OHg3NSgP,L6 3ulT GMD.IJ4 JCt1 LOAD CAM(S) Standard Laced Loads (pIH Ved: 1ti 918, 6A=-20 3) Dead+OnMabda0k MIC WMON Storege Lumider Incease=125 P6R Increase=125 Lamm Loads (plry Ved:15=633. G8=-00 4) Dead +06 CL N nd (Pas Ir lennaq Case 1 Lumber Increase l 60, P6(e RCM,Rse=160 Lamm Loads (plo Ved: 15 27, 6A=-12 Harz tare, 56=43 5) Dead +06 C-0 "find (Pas_ Internal) Case 2 Lumber Inoeas,l 60, P ate ImMase=160 Untrortn Loads (plf) Vert 15 27, 6A=-12 H. 1d= 5fY28 6) Dead +06 C-C"find (Neg In@nag Case 1_ Wmber Increase=160, Plate Iacfeas,160 Lamm Loads (pIH Ved: 1b 672] 6-8=20 Harz 1A-=40 56�J1 ]) Dead+o 6 C-0 "find (Neg Weed) Case z Lumcerincrease=160, Plate Inc ease=1W Undmm Loads (plf) Vert 15-�i43, "-20 Horn 1a3156=40 8) Dead +06 MWFRS Wnd (Pos_ Internal) LefL Lumber Increase-1 W. Mee Increase=160 Lamm Loads (pIH Ved 15 50, 6A=-12 H. 1a11, 56 l 9) Dead +06 MWFRS Wind (Pos_ Internal) Rgbt Lunar Increase-1 W. Plate Incease=160 Untbrtn Loads (p10 Vert 15 50,"-12 Harz 1�2156=12 l0)0ead+06MWFRSWlnd(Neg.Intemal)Left Lumber Incease,160,Plate Inc se=160 umtmm Loads (pll) Vert : 1-5-d .6 20 Horz 1A=S Wind 11) 0ead+06 MWFRS Wlnd (4 In@mal) Rgbt Lumbre er hrcrease=160, Plate Incas,,160 Undo. Loads (MO VM. 15=F20, Vd Horz 1-8-8, 5£=29 12) 0eed+06 MWFRS Wn'd (Pea. In emad)1A Paa1Iel LumbeT Increase=160, PMte Incnease,i W umtorm Loads (MO Vert : i5=-0. , 6 12 = Horz 1A54- 13)0 clF 06 MWFRS Wind(Pm I Aernad 2nd Pmalhd Lumber Increase=160, Plate ImMas,,l 60 Undo. Loads (MO VM. 15=-4", 6d=12 Horz 1-8=26, Ni 14) Deed +06 MWFRS Wind (Neg. Internal) 1st Pa2Ilel Lumber Increase=l W, Plate Increase=160 Undo. Loads (MO Vert : 15= l'66=30 Horz "-14, 5414 15)0 cl+06 MWFRS Wlnd(Neg. Imemal) 2nd Parallel Lumber Incease=l W. Pate Increase=160 Undo. Loads (MO VM. 15=$1, 6d8 2 Horz 1-8=14,N 14 16) 0ead_ Lumber InOe D90, Mee Ircrease=090 PR neap 90 Undo. Loads (MN Ved: 15=6136 20 � 17)d+0T5RwtLw jWl)+0T5(06MWMSWnM(Neg.mpLen)-LumcerIncrease=160. Platemuease=160 UMorm Leads (IYI) Vert :15=-942,6d=211 HOC, 1A=225a6 18) Dead+O ]5 Rw(Lw (Wl)+0 ]5(06 MWFRS WiW (Neg Int) Rgbt): Lumner Ino,ose=160, Plate Increase=l W Unrtorm Loads (pIH Vert 1`.r W4,6�20 Horz 1A�, 5E=-22 19) 0ead+0 ]5 Rw(Lw (Wl)+0 ]5(06 MWFRS Wmd (Neg. Int) tst Parallel) LumlaeT Increase-16(FPlate InaeaRC,1 W Undo. Leads (IYI) Vert : 15=-939.6d8 2 HOC, 1A=1, Nin 20) Dead+O 75 Rm(Lw Usel)+0 ]5(06 MWFRS Wind (Neg Ind 2M Paallel) LunMu Increase-1 W. Plate Inrrzase=160 Unrtorm Loads (pIH Vert 15=-939, 6�20 Horz 1A=115a-11 21)0 cl+06C Wind MeT Dmm_ Lumber InMease,l GO, Pate Increase=lW Jab mss �Type ROOF (UNDERONIT-15 FF03 ROOF SPECROER BUIWers Fimiswxea (Cau ,Tx), cartO6Nn, Tx- 5006, LOFO C113E(5) S lord Undom Lo dtl (p0) VM i 5-- , 6E 12 Ho¢ 1A=18, S -16 U 22)dt 06CC WIW Mai. Up WLumOTInvease=160, Plate Inuev lW Unaom LWJS (pm Vv 1�511,6b-12 Harz 1A-W E=16 R8 py P 5361666 �1 /p�1p 1 630 s L 26202E..1 6 dI1 IV, Ix Thu Nav 1E 1050562026 Page 3 ID V.Bm YgWHs NHysBM-s 7JM .B7OHg3N5gP,L6 3ulT GMD.IJE JCW roea sa.ewan,=E MiTek® ,�.-1g,�evmom°p,enm��-N Jab Tn .a �Tmss TYpe UNIT-15 N/III maul Flom Supported Gable Builders Frslsaaee(Cam ,TX), CamoBon,)( 5006, t 3 3 pry Ply jj R8536166] re I 1 1 Job RHag,ce/p.�11501A5,Ix Thu Nuv141450562➢24 Pagel Ems 2'..B ...n:KIIKKddLL ID Vuftd Yg,NIk NHpBMms 7FI sB7OHg3NSgPWL6 3ulT GMN DC ]J4 JC� ® -I M. 6 7 8 9 1. l m t5 14 13 12 1t t1a0 nao LOAOING (No SPRCING- 2-DO CSI. OEFL. in paid) Well W PLAIES GRIP TCLL 400 Pate Gnp DOL 1c0 TO ON VOMLL) Na - Na 999 MT20 244OW TCDL 250 Lumcer DOL 1 W BC 001 VeMOD Na - Na 999 SCLIL oo Rep Slugs Ina YES WE 004 HamCT) 000 11 Na n2 BCDL 100 COOe IRC2021/rPl2Di4 Matra-R WeJgM 54a FT=20%E 11%E LUMBER- BRACING - TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal) TOP CHORD ShucN21 woo050eatNl�g Uhectly applltlw680 oc Wrllns, BOT CHORD 2x4 SO 1650Fi 5E or 2x4SP Not w2WSP SS(8a1) except end veNfals. WEBS 2x4SP 1650F 15E M a4SP No 1 or 2W SP SS(8ag BOTCHORD Rgld telling dlreNy applied or 1 D Doc Mxing OTHERS 2x4 SO No SOON REACIIOBB. All Oeamys11-40 (10)- MaxG2v Altreatllo1N 25010 or ass atjolnt(s)m, i1, 19, 18, 1], 16, 15 14, 13, t2 FORCES. (a) -Max Comp Mlax.Teo-Allfirce5250 (10)orless except when sbmm_ NOTES- 1) A8 plates are 15,3 MT20 unless othaese Indicated 2) BOI, requires continuous IwBan Craig beamg_ 3) Truss to cedulysneaN fromoneraceorsecurerybmce agaastlateralmovemmd(Le.dogonalveo). 4) GaMe h ds spacce at 1-0 . 5) Recommend 2x5 strom]Lrecks, on edge, sp rcN at 10-0 0 oc and hastened to each tmss anth 3 load (0131"X W) raft Strongbacks to tie attacRV to walls at Mar order ends w restrained by order means �I :R ...........................:.... n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wa v�.s,.1mena4n��TesR.res nl�Lnnennnexnerena-e.l-Iruat�,a..Rnense. . -al �ro MiTek® ny trog a wai M Sae sure u olu e,y.,. ainuay n amtiwnalwm'aOne ,ad acsl Banner Comvonem safety lmorme6on �pue rmmve swenamamogcomponeal p . bob—�Jtle�� ) a�Om+e' eomm�enaom) yIs]ss1nll.,T k.s— Jab msTym UNIT-15 Kvdd2 Flm Supported! G.N. Bulldeca U.a(Ceuo , Camad Tx-T5006, 4 18 P 16 pry 6Ply 1 30s 2024 MR j R85361668 1 Job Reference/p.�11s0iA5, Ix Tbu Nav 141450562024 Page 1 26 IB:Vu&did•TYg,NIk%c6NNysBXBsnRTFiC'MSBTOHg3N5gPgnL6W3uIT1(bGKW�BaIJ4zJ0.Ct'�Af r1 5®n =1201 Lfi= 8 T 8 9 10 21 11 14 13 12 11 aw = 1z-2A a Plate offsets art— 11:Edce GATT rz¢Edce o-1-81 1210-1�.014fl LOADING (ps1) SPACI TCLL 400 P6teG TOOL 250 Lumber BCLL 00 Rep BCDL 100 Came I NG- 2 SR CSI. GEFL. n doc) Mood! Oil PLAM. GRIP DOL 1 TO 008 Ved(LL) Na - Na 999 W20 2"190 OOL 1 DO 0 02 VSd(CT) Na - the 999 tru Ina YES WE 001 HGT(CT) 000 11 Na No R=VTP12014 Matrk-R Weight 50I1, FT=20%F, 11%E LIUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or zW SP SS(flA) TOP CHORD Shududil wood sheathing doaUN applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or ZW SP SS(flag except and morals WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(flag'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc braCTg 11-21: 2W SP No3(flal) OTHERS 2x4 SP No 3(flal) REAL BONS. All bearings 12-24; Uld)- M.G. Aiere,on5250Workssar)olnt(s)20,11,19,18, 17.16, 15,14,13,12 FORCES. ad -Max Comp.Mlax. Teo- Allfiin[es 250(N) or F s except v.Ten sbowr NOTES- 1) All Ida es are 15x3 MT20 unless comrade, Indlcel I 2) Game requires continuous notion tlwN beading_ a)Truss ro de NM sh eathed from ce one raor smurely braced against a al movement (Igon e. diaal Wen). E) Gablesods spaced at t-TD. 5) Recommend 2x6 "Ad,toom, on edge, spared a11" 0 oc and fastened to each does won 3-Too (0131' X W) nail. StrolgbarM to be a11acRV 0 walls al then other enQ or restrained by othermea� 6) CAU ION, Oo not em t Wss nackwmds. VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4mm�p.�metrman4n��Tesn.,re5�4n���nGnnnexnaene.eeP.�e.,.,,m.,R�,a�Rnense MiTek® ny traog 1dpue rmmve snoM�elauwMoga componnent pamu 9ueace regatitla u paww a,. Goayrn e�msGam amranaw anac5B,, gComvon,NSoaiammfim y1s Tss35]llunewsmn �Om+r' eomm�enmom) LIUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or zW SP SS(flA) TOP CHORD Shududil wood sheathing doaUN applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or ZW SP SS(flag except and morals WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(flag'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc braCTg 11-21: 2W SP No3(flal) OTHERS 2x4 SP No 3(flal) REAL BONS. All bearings 12-24; Uld)- M.G. Aiere,on5250Workssar)olnt(s)20,11,19,18, 17.16, 15,14,13,12 FORCES. ad -Max Comp.Mlax. Teo- Allfiin[es 250(N) or F s except v.Ten sbowr NOTES- 1) All Ida es are 15x3 MT20 unless comrade, Indlcel I 2) Game requires continuous notion tlwN beading_ a)Truss ro de NM sh eathed from ce one raor smurely braced against a al movement (Igon e. diaal Wen). E) Gablesods spaced at t-TD. 5) Recommend 2x6 "Ad,toom, on edge, spared a11" 0 oc and fastened to each does won 3-Too (0131' X W) nail. StrolgbarM to be a11acRV 0 walls al then other enQ or restrained by othermea� 6) CAU ION, Oo not em t Wss nackwmds. VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4mm�p.�metrman4n��Tesn.,re5�4n���nGnnnexnaene.eeP.�e.,.,,m.,R�,a�Rnense MiTek® ny traog 1dpue rmmve snoM�elauwMoga componnent pamu 9ueace regatitla u paww a,. Goayrn e�msGam amranaw anac5B,, gComvon,NSoaiammfim y1s Tss35]llunewsmn �Om+r' eomm�enmom) VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4mm�p.�metrman4n��Tesn.,re5�4n���nGnnnexnaene.eeP.�e.,.,,m.,R�,a�Rnense MiTek® ny traog 1dpue rmmve snoM�elauwMoga componnent pamu 9ueace regatitla u paww a,. Goayrn e�msGam amranaw anac5B,, gComvon,NSoaiammfim y1s Tss35]llunewsmn �Om+r' eomm�enmom) Jab ITn« Type Dry Ply R85361669 UNIT-15 KW03 �Tvss Flom3uppotlel G.N. 1 1 Builders Deetonce(Cano N/m ,TX), Canodn,TX- 5006, Job Reference/pgpnalj Ix Thu Nw RI M.5] ID24 Page 1 630s 26ID24 MR ID Vu&ndrGYgWHs NHysBM-S 7 IC'MSB7OHg3NSgP,L6 3ulT GMD.IJ42JCW LL1$ 1153 II z 1 5X3 II a 1. II 4 3xa II s®tr=rlaz 9 3xa= un II 16K1 II 1c4 11 43T 410 PMIe Ofhe6 lX YI- 5 Food0.1 To 190.1A0.1-81 LOADING gee SPACIRG- 2-0O C51. GEFL. In `a) led "d PLAIES GRIP TCLL 400 P6te Grip DOL 1 W TO 0 Do VeRILL) Na - Na 999 MIT20 2"190 TOOL 250 LumMr DOL 1 W BC 002 Ved(CT) Na - nod 999 POLL Rp S Ina YEeorie Hq](CT) 000 5 Na Na BCDL 100 IR=VTP120145 Ma R� Weird 23 to FT-2 E11%E LUMBER- BRACING - TOP CHORD 2z4 SP 165OF 15E or a4 SP No 1 or 2W SP SSUSU TOP CHORD starring U1rec11y applied w�-0oc Shuctu21w dsteaN4 pu rilns, BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SSUSS except end veNals. WEBS 2x4 SP 1650F L5E or 2W SP No 1 or 2W SP SS(flal)'Exr¢pP BOTCHORD Rigid ceiling directly applied a 1 DO-0 cc anciM 8, a4 SP No 3dddD OTHERS 2x4 SP No 3dido REAL BONS. All bearings T3 0. (to)- M.G. Allredmdxe250 dav,sat)dnt(s)05,Z6 FORCES. do) - Max Compp Mlax.Ten .- All forces 250 So or l s except Anen shoo_ NOTES- 1) Gable repulres continuous bMlom UmN beamg_ 2) Truss W be NOy sbeaNeJ door one lace or searery bared dgvnst Meml movemem p e_ augonol w g 3) Gnbk sNd; spaced of 14o oc 4) Recommen02xG shmgbzcks, on Mge, spse0 al 1" 0 oc and Re dened to conch buss won 3-100 to 131"X 3") na05 Sddahac s to be aOoaded to xa11s al their older ends m rest21ne0 by other meads. 5) CAUTION, Do not ered Wss backwddi . YR . VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 d ny p.�metrma4n��Tesn. MS nanen.nE.nerene.eeP. dlrRneuse. Mill ny traog 9ueance rega ti� ce',yye„i M u ww JGI ouaimsN ryen tle� amtiwnalmm'ePtrnunl anndCSIB,,R,g ComponeMSoohl oo,odm m�m¢tle fiomM snoM�elduMog component pamu �Ore+e' eomm�enaom) y1s ]ss35]llunewsmn Symbols PLATE LOCATION AND ORIENTATION 1f2L�lIT L+I W Dimensions ionsaeplate on joint unless xnt offsets are Indicated , Apply pions are in h sidesinusioft, hs. Apply plates to both sides oP tmss and fully embed teeth . Ogee � F For 4 r 2 orientation, locate p ates 0-'�d' from outside edge of truss, This symbol inCoates the required direction of slots In connector plates. "Plate location detalls available in MITek software or upon request PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicatedin the symbol shown and/or by tax[ in the Bracing section of the output User orlbredng If Intllcatetl. BEARING Indicates location where bearings (supports) occur 4cons vary but reecdon section Indlcatesjolnt number/letter where bearings occur. Min size shown Is for crushing only Industry Standards: ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal Plate Connected Wood Truss Constmction, DSB-22 Design Standard for Bracing, BCSI'. Building Component Safety information, Guide to Good Practice for Handling, Installing, Restraining & Bracng of Metal Plate Connected Wood Trusses, Numbering System 61 1 tlimemlom shown in call) lx[eenMe (Drawings not to scale) 1 2 3Jolnt lO TOP CHORDS typ � e WEBS L33 Qv 4 k 0 u 4 Y s 3 u U OF ca css � a BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. Product Code Approvals ICC-ES Reports, ESR-1988, ESR-2362, ESR-2685, 5SR-3282 ESR-472$ ESL-1388 Design General Notes Trusses are designed for wind loads in the plane of the truss unless othenlvise shown Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by Others. 02023 MiTek®AII Rights Reserved M mi Te V MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023 A General Safety Notes Failure to Fallow Could Cause Property Damage or Personal Injury 1, Addl[ional.tadlllry pricing for puss "tam a 9, dlagonel or x-bracing, Is always requiredsae scsl, 2 Truss bracing must be designed by an engineer For wide puss spacing, Individual lateral braces themselves may require bracing, or alterni Tor I bracing should be considered, 3 Never exceed the design loading shown and never Stack materials on Inadequately draped tmsees. 4. Provide cold 89 of the truss design to the building deadens,, eracticn SupeNlacq properly owner and all other Interested peRles, 5. cut members to bear tightly against each other. 6 Place PI Ras on each face oftmee at each joint and am led fully, Knots and Wane ajolnt local ons are regulated by ANSI/TPI 1. 7 Design assumes trusses will be suitably protested from the environment In scoot With ANSI/TPI 1. 8 Unless othemIse notetl, in of stile content N lumber shall not exceed 19%at time of fabrlost on, 9, Unless expressly noted this design Is not applicable for use wIN fle retardant pressrvelve treated or green lumbar 10. Cam par IS a non-stuctu,R Consideration and 18 the reeponslpudry of truss fabricator. General credits Is to cembertor bead load den ePllon 11. Pike type, Sue, cremation and location dimensions Indicated are minimum plating requirements. 12 Lumber used shall be of Me species and else, and In all respects, equal a or beder then that stapled. 13 Top chords must be sheathed or purling provided at Sparing Indicated on design. 14 Bottom chords Moans lateral tracing R 10R spacing, or lees, If no del Ina I9 Installed IN... RneNvls. notetl. 15, Connestlons not shown are the responsibility of others. 16 Do not out or sitar trues member or plate WQnop[ or or approval of an engineer 17, I nstall and load vertically unless Indicated Premise 18 use of green or treated lumber may pose unacceptable environmental, health or perform once Asks. Consult Wlth project engineer before use 19. Review all potions of this design (front, beck, words and pictures) before use. Fw eWing actures alone Is not sufficient 20. Design assumes mendasture In accordance Wlth ANS[TPI1 auaitycrdtena 21, The design does not take Into account any dynem It or other loads other Her nose expressly Stated, Irmo CHILDRESS ENGINEERING SERVICES November 18, 2024 Grapevine Brownstones, LLC 15441 Knoll Trail Drive Suite 150 Dallas, TX 75248 Re: 250 East Dallas Road (Building 5)1 Grapevine, TX Lot Block Plan Building 5 To Whom It May Concern: 2505 N Plavo Rd SWe4 00 Ricbarda®,'IX 75082 214 516630P 214 151L631 P wwwrO,bbal. ✓t GNn"' NF RYL�AFE AUES NOT APPLY TO CUNSTRUCLIALL IN This letter authorizes the following plan, designed by Childress Engineering Services, in accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been designed to meet or exceed the specifications stated in the 2006 International Building Code, the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33, and currently recognized engineering practices to be utilized at the project listed above. Calculations for the above plan were performed based on the following: Subdivision: Grapevine Brownstones - Phase II City: Grapevine, TX Soils Lab: UES Professional Solutions 44, LLC Soils Report: G241485 PI: 40 Qu: 1500 Sic If we can be of further assistance, please give us a call. NG\NEERING We apprfoMt id to be of service.c��P•'•. .,.i "111, 4 Respectfully, .`.......... .......i.'. TCNY H. CHILDRESS �e 72029 :::.....................x� 1jr OA� 4/ce's"D.-�d4'd Tony H. Childress, P.E., S.E. F-7422 www.cesgIobel.com SC1-IAUMBURG ARCHITECTS. PC January 5, 2026 Architecture Project: Grapevine Brownstones Phase 2 250 East Dallas Road Grapevine, TX 76051 Project #2130-B Fire Separation Wall Approval UL Approved Product Submittal Schaumburg Architects has reviewed the attached UL tested fire separation wall penetration detail W- L-2342 and has approved it for wall penetrations between the individual units for the above project. A ED ARO �5 N soy gT�OF 8432 BLUE HERON CT.., FORT WORTH, TEXAS 76108 TEL: 817-991-0132 EMAIL: IEFF@SCHAUMBURGARCHITECTS.COM M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 12-31-2025 08:26 AM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas Street (Building 5) Grapevine, TX Jay Stewart Grapevine Brownstones - Phase II Building 5 1 General Ticket Information Task Category: Foundation Task (Ticket Type) Pre Pour Ticket Number 25722199 Due Date 12/31/2025 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Superintendent Email Pre Pour Type Inspection Slab is ready for inspection? Yes 12-31-2025 08:23 AM Page 1 of 3 !F0 Date Submitted: 12-31-2025 08:26 AM Submitted By: Childress Engineering Services, Inc. Residential Inspection Form Type of Pre Pour inspection? Site Detail Notes Additional Notes Inspection Date Inspection Result Photos: Post Tension Plumbing repair was being fill as I was inspecting Other Issues Noted: Clean out cave-ins / Remove Debris from beams. Secure poly. Ensure chair cables on plumbing. Also, we found the foundation to be within industry practices and approve it for pour within seventy-two hours of the time of approval. 12-31-2025 Passed & Maintain 12-31-2025 08:25 AM Page 2 of 3 !F0 Residential Inspection Form Date Submitted: 12-31-2025 08:26 AM Submitted By: Childress Engineering Services, Inc. Page 3 of 3 M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 03-12-2026 01:07 PM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas (Building 5) Grapevine, TX Brooks Peterman Grapevine Brownstones - Phase II Building 5 1 General Ticket Information Task Category: Frame Task (Ticket Type) Frame Reinspection Ticket Number 26731620 Due Date 03/12/2026 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Superintendent Email Frame Inspections Site ready for frame inspection? Yes 03-12-2026 01:02 PM Page 1 of 2 !F0 Residential Inspection Form Site Detail Notes Inspection Date Inspection Result Building 5 F&SW: pass 03-12-2026 Passed & Maintain 03-12-2026 01:05 PM Date Submitted: 03-12-2026 01:07 PM Submitted By: Childress Engineering Services, Inc. Page 2 of 2 CONSTRUCTION HOURS 7:00 A.M. - 7:00 P.M. MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY OWNERIDEVELOPER Grapevine Brownstones, LLC Greg Gifford 129 SODIh Mein St, Ste 215 Grapevine, TX, 76051 PHONE 469-087(G`1 GGiffard@nucft.Pgel.com STRUCTURAL ENGINEER Childress Engineering Services Rod Stade 15M N. Gre 11fe Ave., Ste IND R,&."S., TX 75081 2114451-6630 tatle@..glOhal.COm ARCHITECT CIVIL ENGINEER SCHAUMBURG ARCHITECTS Kimley Horn KEN SCHAUMBURG Lon Lusk, P.E. 8432 BLUE HERON CT. 400 N. Oklahoma Dr., slide 105 FORT WORTH, TEXAS, 76108 CEIG", TEXAS 75009 PHONE 817,929.2389 PHONE 972-704-1176 JEFF@SCHAUMBURGARCHITECTS COM 1_0.Lusk@KRn1ey-HOm.mm MEP ENGINEER LARRY BLACKMON, INC. REGINA KINNEY, SENIOR PROJECT MANAGER 6716AZLEAVE. FORT WORTH, TEXAS 76135 PHONE 817-238-9801 FAX 817-238-9804 REGINA@BLACKMONCONSULTINGENGINEERS COM GENERAL NOTES P2 a ftInMnlatlen lRwN ICce e . meeawnbxa' - m..,mw.a N RA ATER �a�e e I n. rz dI srR. M10 n Pd - ,am alb ,.ei m0ee+bwe S PmvN N 'M1 areuntl ba wnee,Mcb paliwtlolareamaet]0mcbn wa0rwntl eunc�e GnNnaumb.amnt]SmcN 9NxNM1mkiw.&ak M.ePawasuch a�e IluW�Mnu epa a PaBa .. Neim dmle -.4d NbeM .I. B -A w�Min lua4 PB n`rP«il,eau i R-Value ollM1e,ma eme opemtl`hal Mo Re]S wilenyroN�. R20 walk wnq ep,ay bam ineuhlion x,N norvvenbtl attic. Ireulffion baFxean unite lnelutl cavM �o be racAwodmmeetaoi 9IBae`isof Lwgn krmancrxintlowambe Mtlancn,Wxri.e ,IinBm b. imulaW wal,3 .P�aymamtn unvx4w. cM1cra. Rn in.uUbn in.lnatmrwalka,uiningaire . All etleriw�e eambeaemnlu .I rnieh ISbu,AlN.S au1l O` IT IS THE RESPONSIBILITY OF THE OWNERI DESIGN PROFESSIONAL/ CONTRACTOR TO HAVE PLANS REVIEWED AND THE BUILDING INSPECTED BY A CERTIFIED ENERGY CODE INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION DOCUMENTATION SHOWING COMPLIANCE WITH THE ENERGY CODE ADOPTED BY THE STATE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. SMOKE DETECTORS SHALL BE LINKED SO THAT WHEN ONE SOUNDS, ALL SOUND. Fire Reviewed 12/11 /2024 12:14:01 See comments in MyGov ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS CODE REFERENCE CODES IN auILDwG EFFECT 2B2, wTERNAnORAL BUR-ONG CODE DEC) INC) ELECTRICAL 2A0 INTERNATIONAL ELECTRICAL CO DE PLUMBING 2021INTER NATION PLUMBING CODE HPC) AND N15 INTERNATIONAL FUEL GAS ACCESSIBILITY - CODE ENERGYCODE 20151NTERNATIONAL ENERGY CONSERVATION CODE BECC) mTERNATIONAE F11 CODE RFC) USE CIABsfFICAnaN GARAGES, NOTREGE, DM R CIASSIFICAIIONNTM.PEV xTHIRENCERD NEEDSTDINCLUDE202,I F.C. IBC.Ta GIN En :� � M. N erR: ^� NEI PROJECT LOCATION .1 PHASE 2 DRAWINGS I� nu --mow ; MAR L L� NO TREE REMOVAL PERMITTED PRIOR TO WRITTEN APPROVAL I ALL ON -SITE E ECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND II ALL EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT MANUALLY OPERATED. FLUSH BOLTS ARE PROHIBITED. I I THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY II ALL LIGHTING MUST COMPLY WITH SECTION 55 OF THE GRAPEVINE ZONING ORDINANCE. LIGHTING ELEMENTS MUST NOT BE VISIBLE FROM A POINT S ABOVE GROUND, MEASURED AT ALL PROPERTY LINES. PHYSICAL TESTING OF ILLUMINATION LEVELS MUST BE PERFORMED TO VERIFY COMPLIANCE WITH PHOTOMETRIC STUDY. DOCUMENATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. NO OCCUPANY, INCLUDING TEMPORARY OCCUPANCY WILL BE PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND I� SIGN PERMITSSHALLBE REQUIRED. U� H LU ] a U 5 w. Cm Z L LU ;fie U Ia > =�v LUO U�3 0— 'p M LO rb. F"waoRw F a Z c � O En LO O 3 � H o�U mm� 0) c\I SEA a)OZ rn CLx O �COQLU J • COVER BDilding5, Unit15 V Q 2 Z LU Q UJ ;`" Uoo� mac" G1.15 N -- W E a--�----- - - - :- - -- — --- —=— — I l}- — £ I EAST OALLAS ROAD —_ EXIST a" S 5. _ � 4:.� — E%ISi 6"- - - ----—9PB�,_— - ]BO � II O.P.R TC.T 13 12 7.70 INAGE EASEMENT //////E%ISTINO 24' PUBLIC ACCESS, UTILITY_ �». I EXIST B" 5.5. / IN ST.ffiNORD22234407 C.P.R TC.T. i g ` -I LOT 1A, BLOCK DI 4. L� - BUSINESS PARK ADDITION �`- INST. D22 O, O.P.R.T.234407, C% (ZONED: TRANSITT. pIS1RIC1) / i6 10.66 o I I I 1 1 1 Id is I iL 10 U E _ II E [i[ �C Nli. I EXISTING UT DRAINAGE, UTILITY, ffi mb .�'� € _ ACCESS EASEMENT �B t - - CITY OF GRAPEVINE III THIS PAGE RELEASED FOR CONSTRUCTION p 6 RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. LOT I, BLOCK 1. HASTEN ADDITION _ CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT CABINET A, SUDE 12126, P.R.TC.T. OWNER: 929 MAIN, LP ALL TIMES. (ZONED: TRANSIT DISTRICT) 1 D311212025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: .I a RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY MATCH LINE SEE SHEET C-OH m I I�1Q m ALL CHANGES MUST BE APPROVED. Y V 68.2. .LOG 5 15 1] 44.83' L eLOc s 18 14 20 21 4a.e3' L .2271 22 B NOTES D�AILRDRN�o�'.s„EE1�,:,a«o�,Y��,PE"�N�Eu„E (]% LONaluo Nn� sLaPE MAx) FPA-.1 1. S� t / �I PUNS) J// rLDUK �10' UTILITY, DRAINAGE, CENtEa5�9osM wASK g' ME OR CEMENT 1RFAtFD TRASH C &SIDEWALK EASEMENT p{y PAD n I ,� PAVING SECTION A -A 250 5. CTRIC RIC DIM EASEMENT "VMME l 2a E E 02180]1509 O.P.R.T.GT. I_ Pwis _iIF j 2ss (Doc) _ LONG iu a aPE uaq P i ary L a PARK xO Ig PROPOSED 5' UnDTY s' X� EASEMENT L5UEWFWIK j' VAE2 05 uNs1 EE i `W Pm11ERs BOT1 WAlS B^ SMWHEO OR LtlzvWlT 1REATEo LOT 5A, BLOCK 53 z s3 c ORIGINAL TOWN OF GRAP-E PAVING SECTION B-B INST. 10. 1221218106, O.P.R.T.C.T. OWNERI D.L. ROGERS CORP. (20NED: TRANSIT DISTRICT) AMEN ON TRASH IA — SEE 14 PAD PI N —2.82' (ROD) I Im sq. Ism (SEE SEC o x q 4�nON. I ORIVEWAY� `DR KWAY 6" MOUNTABLE NTERs BOTH IWAYS CURB PER DETAIL N ER BROOM SHEET C 42 s MAIL BA IM at CEMENT TREATED • ' . 32.0o' PAVING SECTION C-C 1800 (SEE SECTION „Ts e-B) z ]o (Bac) UTILITY EASEMENT - 1800' z=IEE � •ia.oG IV —I I_ .O m F-r I 260' (B ) --- B.00' LOT 1R, BLOCK 1 oR VEwav7'�.'TuN RT�S � EA RRooN • I eH ADDmoN sDTH w TMMs4 DR cEUENT muTm o I CAB. A, SLIDE 10901, RAC PPr.cT. PAVING SECTION D D ia.. < OWNER: BHA REAL ESTATE v,5 . I HOLDINGS LLC (ZONED: TRANSIT DISTRICT) �11o.5r (Boc) BENCHMARKS 18.00' -yyo I�2 49' (BOC) '1M�1 T11 SOLwaut uoNc Am 8;00' 89 IaPAL WAv. ENTTBMI fiz6zz 00' a t800'• (BEEBSB'TION $ T OF THE SUO.EDT CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALLTIMES. 03/12/2025 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. II ie.o0' MATCH LINE SEE SHEET C-07 .a2 oG' - ��� BLDG 6 16.00" .(SEE sEDTON- o r 22 B-B) 1 16.00' 3G PROPOSED E' UTILITY EASEMENT 5.39' zb.DD' �� v �-(SEE SECTION I I LOT 1, BLOCK 1, II BID- 7 HASTEN ADDITION 'yI zs 2a 23 TRAD CABINET A, SLIDE 1212B, P.R.T.C.T. r - -PAD OWNER: 929 MAIN, IP 2.29' (BOC) (ZONED: TRANSIT DISTRICT) _ 68 29' _ / - LOT 1R, BLOCK 1 M&H ADDITION rll — AB. A. SLIDE ITT. OWN ER: BHA RE REAL L ESTATE F= 5.39' (ZONEHOLDINGS LLC D. TRANSIT DISTRICT) �ocn 1 l I R zm 88.25' �I L—� VARIABLE WIDTH _ 24.00' DRAINAGE & SIDEWALK (SEE SECTION MAINTENANCE EASEMENT jj BLDG QE 26 27 26 I _ EXIST GRATE INLET ` 3 EAST NASH STREET — - — rc EXI6T B S.S. E - - --- — EXIST 2X5 ftC8 .J.- � - - - - -.� - - -- - - -- GRAPEVINE MUNICIPAL COMPLEX BLOCK I LOT IR (ZONED: GOVERNMENTAL USE) NOTES 2 N a�SN —I o .M o wN EUN aE�RA�RN�Mm�NSY,��E�BUR>HNWNN�iRRXmsN�Ml mj�j (�1t LIXIGIN NAL SIAPE MAX) 0.6 Ig .O OR 1 N.mBR�M ccuTEas BOTH ° wAn UME oR CEMERT —TED PAVING SECTION A -A -M.. OMER— (7x LONOI—NAL ss aR[ MAX) RMKw --Ii B�DRETWE"R) EAOON B"oix wAn ALERT I2E NO 4sRAR B6- NitP a OR C]ev�ii TREATED PAVING SECTION B-B gMEN ON N N3E° P�uxS 11 P— '-­WAl S" MOUNTABLE ��' CURB PER DETAIL NNP. SHEET C-42 CETmSA�i WAtS Fl sxEAOce NiOO � ME OR PAVING SECTION C-C BRNEwA.� � T� —Tu BO1H wnTE•s N ORR OE T maim PAVING SECTION D-D HTR BENCHMARKS '1' CI1 1 1 soLWAu� uONO BLE 0ezz.Ba sz �IConleyuJiom 51 a Z N OD_LL O (n J N LuLcLI Q W G Z LLJ O U � LLJ Lu A Z Z Q = I— LLI a LLJ (n (n n z Q LL O < o r = z 0 N0 LL ~ m SHEET NUMBER C-08 AeEA DArA rN m"I" -o coon m. ^ DOOR SCHEDDUA ^ % IYUEL2AIC ,G36 � � �Q��NI9. � � ryery o �i III exm R-n��� �'�ny�y,� III � L3 10E5 s , SiNPa �Y P n ranSq ALILYAr�xplII, WIA � r POIA Rfx 50 �uw;a - ry uwvx�. xuaxx •�`•"• Vvee Area Legend Area Legend Area Legend Area Legend UTAL�" �3E A/C AREA A/C AREA A/C AREA A/C AREA Haw", eD%, _ �� =, � 1 a—ONAL NOTES OPEN BALCONIES COV.PORCHES COV.PORCHES ER ROOF AND ROOF DECKS CUPOUOPEN flAL00NIE8 AND ROOF DECK 799 vi�IDIXil '!_u' xi F Vii GARAGES IRIXil 1Ih 9Lk UIRtA—I I J _,r�� al 0 o G IF407S mmiaasam - ,mx El El a- �I n4 Ll /`-1 i S� LI ICJ LJ I,J LJ TrP1uiF uh9oM1.tlul. c ENTRY DOOR OYERHFAOGARAGEDOOR WIGLASS PANELS RATEDGARAGE ESFENORGIANR INTEMORSOUD INTERIOR IFe P axnecasmre L Twwxomre,cr"m ❑ f( ---- HINGED PANEL GORE GLASS PANEL dye+•, ea o. DA4 A= ,Oi 6sF 55 SF --_ ❑ L'ZI❑ El El a IF _ ,DASSF UC UN 0d ____ mn trn+ va.F L ��, �� �0 ❑ G Qi ;A R TAIN CO EROOOR LO INTER PRKLEIDGORE ENTRY�OO R TWIN, EKT'RORI GLASS PANEL 9LSIIMGIASSTERIOR PEANEL GLASS IAA reo PANEL LAYOUTS W VARY PER INTERIOR DESIGN PACKAGE SELECTED OUTSMNG CUNIT 2 -Cupo/a Are Level 3 Area � � Leve/ 2 Area � Level 1 Area FINISH SCHEDULE 1/8"= 1'-0^ C 1/8"= 1'-0" 1/8"= 1'-0" 0 1/8"= 1'-0^ DOOR TYPES 3/q 1/4 1,0•, as 518 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS ea —J-------- NoeFlaR,10 CK WGUAL O N1G _ - AND'NISN HATER OR EWL , a F v a,o,n \� P l� 10 W Ii Z LL F U zero 0 - x a , s Z �o zuR J� x a IUGa oPro -= �, D GARAGE otEGUIRED®,. a AND DNDTHE GTAAI RG - ,PNR. ® ------------ ----- THIS PAGE RELEASED FOR CONSTRUCTION T AR�L BErpp 1—ATE AT DS,I2rzD25 BY: ARNOLDO IAMIREZ TSBPE: IJSBS BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 04 Cupo/a �a — — b d " � >a � ra «a FL v E a E � ,z_ - ■F,naRPw,s-uNR,s CUnit 15-Leve/3 Unit 15-Leve/2 Floor Leve/ 1 1/4"= -0" 1/4- V-0" 1/4"= V-0° « Pm9A1.15.1 C 3L ELEASE uoEs rvo Lpun,oazEOarIY WORR w coN— THIS FucT BY: ARNOLOO RAM1— TSBPE: 1-389B LDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. Elevation 2 - a �2, 1/4„=,,0„ 71 Elevation 1 - a W �1N C-ONALNOTES ■ BuuDirvG E�EVAnorvS-uNrt ■ era e... ■ u...m. srexw. A2.15.1 - ❑III — � — xI NOyh _ uNLc.4rd?xxoc�@ �"III CSection 1 114- 1,0" m-s- CITY ' THIS PAGE RELEASED FOR CONSTRUCTION wxrMw.mm,aomm�w,mwe"` RELEASEDOES NOT AUTHORRE ANY WORK IN CONFLICT - INFORMATIONAL NOTES AR CITY APPROVED POINI (I UPTON THE JOB MTE AT 03113-11 BY ARNOLDO RAMIREZ TSB1E' 1-1. BUILDING INSPECTION DIVISION' RELEASE DOES NOTAPPLV TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. �° --IRy, 7AND FINIS -:--MMireFI�I KWATERPR—NG HfAATE OR EOUPL �I m � p! m� O SCUPPER SCUPPER 0l Roof Pian 1/4"= -0" Lu 0 F ~ ] U Z m� w� Zoo 3 �NW IUGa F- b AR VIII THIS RAUBIE RELEASED EOEVCONSTRUCTION ES NOT ADN ZE AN'WrG N Z O WTIH THE BUILDING CODE ORD PPRoveO PLAxs roBE Rs Tx T A3Lli 5 BY: ARNOLDO RAMIREE TSBRE: Id 11. BUILDING INSPECTION GVISfON' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OE WAY. ALL CHANGES MUST BE APPROVED. - L _ II-�%� �/ w - I _—_—Iu�LwuIMLJWll �Iln„—� - 2 _ "0 LYJ II NC C4)Cupo/a - Electrical 7/4 7'-o" 3 Floor Plan Level -Electrical 7/4"= 1,0„ ELECTRICAL SYMBOL LEGEND RE a sEOLI� D18C OCSCRIPTION SYM i aEGessEuuGkr �olRecnaray EUPLEX OUILEi-.1`. 'AFT MIN I g CEILING MOUNTED FlMURE GROUND FAULT INTERUPTER DUPLE%OUI1ETWl 'g WALL MOUNTED R-RE 1TOWLTOUILET COUMERTOPUGHTiNG UNBEPUGPER OUPIF_XOIRLET1111. 1 CANNETANDABOVE I� FLOCA MODMED WPIEXOURET Yl>!T/FAN CIEUNGMOIINTEDOUPLFXOUREF COVE UGHTING(1Ep) SCFFBMOUNTEDDUPLry, WHET GBLETEIENSYON6INTERNETACCEGG BINGLEPGLESW D .Yy_ CEWNGFAN DIMMERSWITCH o _EWITCN - T GAS -Io� SM E.DETECTOR � aN /D FloorP/an Level - Electrical �J 1/4"= 7 0 FWORESCENTF%TURE � p TEIFPHONEJACNPRE-W RED � m u...o.m.wr- wEaTxERPapDEouPL�wnLr=r J DOIG. ELOOD U— ICI .IRCCUNS-WrHAnERV BACI(LP mw,. m.." ra IIIIIIIIIIINFORMATIONALNOTES �J BOgi GiIME—EHIACTUTO. BELUWCHIUDD ,Iry � WA NDED IENCNJDE�ENFCECCRgTlVE P NDNyF 1 VV h WATERPROOF RECESSED LIGHT wv® SINGLE UP LIGMS J GA51Y TER ®� ® HOSE BIB NOTE — VERIFYMTIN MEP PoSSIBf£SUSPANEiS FORFACNFLOpR I 5/8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS Up Floor Plan Level f - Electrical 1/4"= 7 _V 5/8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS =6,a 0 couNG AND 10"' AN' e IMUNIANI P. STAIRS STAIRS STAIRS BLDG 5, UNITS 14-16 - Level 1 WIT) THIS PAGE RELEASED —CONSTRUCTION UNIT 14 UNIT 15 UNIT 16 ANY CITY APPROVEDP ZKEPT S ON THE JOBOSIM AT AO_ 03113-5 BY: ARNOLDO RAMIREZ M.P.; 1-3— BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 21 ■Bu yPien-umtM,s.ww ■srww .'✓a~'a si.mw AB 1.5.1 THIS PAGE RELEASEODFDORCDONCSo UOTION ALL TIMES BY: ARNOLOO RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION' RELEASE DOES NCTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT CE WAY- ALL CHANGES MUST BE APPROVED. . 1 55 - Leve/ 2 1/4"= V-0" UNIT 14 I $� IT- N9 `I E�M� UNIT 15 UNIT 16 ■°u yPien-umtMl6.ww ■srww �'w.M si.mw THIS PAGE RELEASED FOR CONSTRUCTION RELSASEDOESNOTAUTH wORKIN CONFLICT _IRL'N 0311-25 BY: ARNOLDGRAMIR 7811PE: 1- 1. BUILDING INSPECTION DNISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. CE5 - Level 3 1/4"= 110" "I E , E =s � "N, A.— UNIT 14 UNIT 15 UNIT 16 ■ W yPien-urtttM,s.ww ■ sndi� -AB1.5.3 THIS PAGE RELEASED FOR Al 1 NO GSa UCTION ILIT ALL TIMES BY: ARNOLDO RAMIREZTSBPE: I4888 BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 01 65 - Cupo/a 114" = 1' 0" I d 7// ° NI„H71 E,7. RAF® "wo Hrvlsx NA.E 0REQLX ®rx.w i UNIT 14 UNIT 15 UNIT 16 1111 INFORMATIONAL NOTES W Z U ]U 0 CF um w P3a� rtLL3 a gE TU� �ay U�3 w 9�2 W M F „s� u' � -AB 1.5.4 It FIREWALL AT CUPOLA , INeuLatlai : // ��T�RIaR �aT„N� I � // ruwicwcrare cernlLs I�PP �AwATu�_ FNs~.L� °MI..L¢R HT- aw�.L arm oPAR R SEATION ,OP PLATE§•H-sno —Ea�r�Pm� LINE or=Tl�Lasss _EI.uOrOR ——TPflREWALL AT PARAPET ] � a,E-r�=TlI' / camW wins 4trexP. vm Wrt FIREWALL AT PARAPET scnLE In-/ _\ i T I �nmula .T oe«uu t ,Iw�L,ar� Ta �mTMIss—T—. „4.o�� PLATE ,,. s,—= I TOP Pv.Te � r�� ICE R THIS PAGE RELEASED FOR CONSTRUCTION RFWTH THEBUIll.I.. .L R-NN0 OROINANCECT osnsrzozs INFORMATIONAL NOTES BY: ARNOLD O RAMI— TSBPE: 12888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN RIGHTEASEMENTS OR PUBLIC Y ALL CHANGES MUST BE APPROVED. EXTERIOR WALL AT PARAPET sr✓ae uz^-I V f. r rolrr�re roPw� �I, F�PORSH�aTM��� ]��n�PLaTP� — 1.03 m� C—F TOP P.<,e 0 r � g J V — Z m om Al M x wa=m aym TUe 1 O Q�� w F--- 17 n«um� aW ow. ]vb ays 9 a r J/ Mom, _'rtt^rlLailaJ iNsuLarlw-/ MCRE*ENM FCR uPfgR ]6 . - s/e eTP&rt, BoarID qqpp�� rCR �fG4�' ¢ LL TIE, ■ NLTa Ls AB2.0.1 e ,' ' I. HOMEELEVATOROFTE%AS Typical Hoistway I"^L .�7,... a�m Construction Details I. I"m�.µ�r'%. C —°°i—ox x u. 7 i m F'TYPICAL DOOR LOCATION OETgIL YPI[AL 00 R NATDETAI SAMPLE L AerION Lr SAMPLE u.sol,u. a xas,w.. oaw,os�w HOME ELEVATOR OFTE%AR HOME ELEVATOR OFTE%AS I HOME ELEVATOR OFTE%A9 im Wi'owexuxlsul SUK,nr uu is me nk xux«xlsumsul [c,nx fluL. 10 n LL, Z F 0 a ] U Z 'o WM - J Z ray to �gIa CD8 U i„ M ■oElnus F�EvnioF NoiEs "-AB2.0.2 Q� omrasraassnmllmm�reasewrarmnmus Pladaal Overview e lihapeumaa Ar.w�enmvmWaridmwmm resmmue ,nanm� n�a>=:w�r�mY�rmra.nari,m�a°rev,aarw,rvmaar,m, . Rm'� arrers-mwn.malue,,,m am„mnaew rmu mm,a. "lddmrimam mremamasfTcry," arvrwm6.zn xcanrcymueMa?v 4 vmyJrne ummmyramY; w.erwwerygpnmvm pmM mv�reaa 10 tlm M1®M1mtIM �nnmmriwlorrmYmlmoelas�loUMprer mvtM6 nmku vnlmmNhnlrn,Mm�nlN momuwanP nvYiS Mw myvn er dPenl. mNet We 'M v+N �u me� + pmduna MmmsM mrvrurt. ada reead lmeedurp FnMtltlgnamrMa. m dN. md/ .dlx Ws� t I d^ eodea 9 ®allmia�dlaPs=fidtM1�iimagv da�Gaa mW vmm�m davls+v P ®walM1ea.¢revtlyud mvredamala�dmvwndar�gw�a wev, mpn Va.rtnglmm Wamawmo>f pvla:4w M wp-atom avnrnWamtE aa�l'v br lVID ctmlln amei6 em a 1 "aN YaNaYlwrmnaf vammy gvmlwn a�moNdelafu aw aetl Ba llmYCvb Cnd-anw - rd Gd/IYL Stm llrefa9ic OB M 1 nN m NMm$aNmeats N >l B MAY IS MW31 HS 5 WsUv IILCim'Uaa eJm.uy LLC 6¢qt Av.Wd12eItM1e VMAre Ametema Crmoyuoda WH GPMI21e2o-al fv tba ueemra--1—vms 11—wan &—a Special Gandhi... maaawatwJw lmmam Immrt bMwrnYm�«a „m,ulmwa,Y�umamY m in��ah� ela��a aamare I-vd" kvmmldmal adm,a�w la tN n ba aaN.�mmY�mam Ammlm wmkwineremPAam firewvNry n.erel. ~iS.AlrM aaay havtM1amlgTRt mmlArm Sepamim Wall, dunirvm Spemwoo]blavtirararenemerredllgm mjmn bh Area Se�pareuMonwWal tnB ds Pw P Pw dP^151 mmlamrina-p6lfiL AYwlM aim5ePmadmw9l ianvmlvm �nnq llna3aamlrem>ixallamU d Jm'gedmlved dearR. mJ9/A' 119mrded avww rAler ircdreaef eammu aI VrnzYaM p �damrerneanamuMali¢. davpredasketl beariraeMmadiNacwrmnbraewemrmlfarrelacrosal and pivnd'rq w t lmpMv rM1v rwuimd LA'1tBmmlelr�: APPIY mnrnGwlawHmarouM Prnfwin m,m] YIA' IlvmM armroan bevllmaetatll Ns 111 haMnnvawmeaav NII-I.-I. l1R'112.]mml aorggrmm Ndar Frvprwd PmtYt`IYU mmITaugM1Avd^Fmgroldo"ori/A'Its,AmM uugrAoaNFrrywMvr4a'1159amlGmgmmr nvt'Frayrerd+ovpaam bvere:Mly Tk arlmmhmiam meareeM1Mwrtl t^f drmrl dmuall m+awswuad lT( mrnlm mitamaU hamirgiFJepmanly mw IA' Itv,s mvlvnnrtemvmrd lnmlx tIj pedal lry rtTIY-Ilsammlwvva mmv alwml go�Wml�vih]SllYrmml wrdavtmrd wlnpimaba'4E bt 0.n.'llYmml hmm hwm,lwlan�, rvI )YmsU,Np Mnrtmrava.Vd RSYmml��m'aenwlrmrnr ar�m�ga¢marharapprr..mnmaaammatalaa mawram®rmaambaamwN dlenrabwals�monaiznmlm M'� Istmmmai Arm sw.mm�NwaY eml�na amn,mamM al rin .r��aml�rmr��mwrq. am rwr er al mm; na,smremtmawalLnamm�Mrm mwMaaamrc anpWanapmm� to rklm4vtlmvrAeJo�Ma FreYr Samneon W9� m mvM'yrrem Jm eAlmn'prmJwJaJNa s/a II�dIPrmrlvTwa A� kFmyad rgyspmrMwp is Pla¢di ..... Wmembrm.iAmmlon bpJrmM1+s�d Ns4rea,Apamvonam and Irmn�rm wmlrels' 1st mm1. T Isf mml wma lmicr ilwsYMq adtlmnwiNtk mPvl Je mvlM1mnmllre IeApemMwawNAeJmAwrmllrmn pmtl brmwemnon urnip, IlvmmMmatludmueMa M1m lrwmddrmuAm Imma ItEl9minlnn nnmwbvMdw Nwsreamnnv Wall Am tie b a♦av im mo w mr mmvmraa vmu uv stamard ww lmNwv wmm to dmemm nwdnwrwwn 5p�e<I.I�Ii on>mn mm.ala..., walla IA. tNlno�vmrs.mwaiv�l mm mpevdawlavp ®kdI—N .mp vas Rtw: vammmn NN-1. am Syy.. Ass®mbliga-2-Hour RMi.ge m v%ssaren'v,1�E Svahrvmmnm hayhe vlwa6 Wvdw+emld�� IYJJ3� .GViAP 'IYE. . SIT` OF THIS PAGE RELEASED FOR CONSTRUCTION eio-n,.,,wrrui.o.ymu mu.,nmwr` WTR THE ING cnr aPPRaveD BUILDING Pur{j Ln fdfjTNDN THE Doe SITEAT A03113-25 Br: ARNOLDO RAN.—T—E: l— BWLDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 'It' !=pNM1JY nre WR/IWISG9M1NA 1tx6ae/v�iaseprawnNklu�eambNmmava�nea M1em rb up mv68'IA bS IR �rrlRm9mre®e4yeY nY' F mmI cim.lavtlamen S/4'Itgmrd Imm Ik M1nW wlul rMsagmp uvir.Nawr wrNtmreremamm]anmmmnof4a'IBIO mM nc Wlwnmmfref.e[alVanudmmri t/t'Ismmi ibla kve6f � vl un dnitlinm rererW until tlwwllaarmenlmJilgapydma Joltla bwdmlvn larmnem Jrewlu9nAa waU.�bwrlAM1nmsFalln rMmmo IT mmtlw M1mimmmlmmrenldm G kwrtiv immumvlvne98h1Ymmol mlmmwn lmgrM1 prFmtlatax hmabxq 6, m I. Yerm ul Me HSW wuq a mldmm Pl ora Jle' 19 mml mirMaen lavpb m rle 111"1twvndfiamilgwrga llm Nano I'R'+dmNmmlN IVN1 drryrzB". WM1vn Wv 111 arvprU /.tar v9+pvranm NMlm'vdNrvrymlM1va,Yx<hrwlawa blm shtulAln lvwm3vnnlmlN I I. ivdgb�na 10 o'-mm1a nll. I-,-mlrraemrm m�immire�'IiewmlMotder�ea°a�wmI �rm d d n,4vfiw ]I]21W Ip41mY rae d 1e'eaplha mmm. dared rs.Ym Mrw mfatmfnY lN&I law nsu imNow JwClmd'umfnwm VB" d rvml Pw kotl mmraa mm vM yaaRIY mmI ay.5amm N.ku Mok 0 ink Pimsv rmvimun d Iwsmrysmm r�lrev� �amem�axM, m6lmafnMinnrs,lrrm ll blwwdcmrgliwrmmM1rm Mrnmr uyagrywm Mimd a 1.t mmlArmsmvmuwWan uereema. ouawapn utlAemlim'mtinmrnrr9llmonYwn hen,n.Swbxsy oenaamv -NV-1. sewmim IN W W Z Q z WLLJ wM Lu @m11 W OO arSV ■ Pewa sro.m It t14 ■oETAru^ FHEWuu^t ■swm. "AB2.0.3 THIS PAGE RELEASED FOR CONSTRUCTION RELPASE DOES NOT AUTHORRE ANY WORK IN CONFLICT WI_ THE BUILU NO CODE ORZONINGORLINANCE. INFORMATIONAL NOTES — CITY API1-1 TO ALL& — rjPT11TN1JGB1 0-1-15 BY ARNOW RANIREZTSBPE HMSS BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE —11— A-�"'-' Derails - I D.. II Derails 10 w ZO 3 U 0 D.Wik A,,fik-,SI Spdfi-i— CE wA, uj P L—O. 2,151 m- im— z r�n 5; A IM `='Z. I,—, I LLIgre [L -.11 Tu� & D4 II-1--,— TAa LLI 6, —1d 11,1-11141� DNR- -.1"U-1 —1- BE � 0 hwm 11— f-L W 1­— 1H A LimAtimn h­ "—AB2.0.4 I , I 11 111 II��I�� 11 11' 1[; 11111 II111 IIIL B/dq 5, East Elevation 'ram THIS PAGE RE BED BUILDING INSPECTION DIVISION'. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPRGVED. ■ CAST STONE MASONRY DETAILS ON FRONT ELEVATIONS (TYP), NO WOOD TRIM o, ;,;s I 711��Sizi -- _ B/dq 5, Units 14-16,Noith Elevation B/d 5 West E/evat/on riI ry1 Illllu�ll - III -I Bldg 5, Units 14--16, South Elevation UNIT 16 UNIT 15 III���III luulu,w.�_v �Ilnuml = iUN . - - -t u-v'T UNIT 14 V) �m w Z Q� 0 a � ] U Z � Z m W �. 0 gE W 3 a gE I U6 w Qw ■ G.nnnorvs.unns,M,a. "-AB2.5.1 CITY v ., RAPEY�o THIS PAGE RELEASED FOR ION O Cm APPR YED INTHEJ BSITPAT -011 BY: ARNOLDO RAMIREZ TSBPE: 13828 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. UNIT 14 1 85 - Roof 114"= 1W UNIT 15 UNIT 16 L; - INFORMATIONAL NOTES ■ —PIN-Vnuw..,6 ■srww 14 ■1— AB3.5.' 4 Foundation 3d Rear ,li91 YE, V THIS PAGE SELEASX %DERC"ONSTRUCTION NO CTYA PR VEDP REN PTNOx THE JOBS IE AT S BY: ARNOLDO RAMIREZTSBPE: IiBGB BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. %Foundation 3d Front 17 vs �m ]tiY UitOP \ .,IQ-DRDP su 3fYCDROP M16m 12 �� � Tug RNSEl)12� rouses 1z —f "®>� 3 1111effim Ec efrz�DaaP ry m UNIT 14 (� FOUNDATION PROF/LE 114 l,ar, 4�11 4,DROP IY UNIT 15 VERIFY ELEVATIONS WITH FINAL CIVIL GRADING T w Um� z LL� O a � ] U Z mW o �H agE IU �ay U13 w r „s ■ Fous DnTraH PNOFl,E. unm ■ srre.. ■u.,..:a ,n.nuo -AB5.5.1 FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS GENERALNOTES ABBREVIATIONS VALVES AND FITTINGS MII- — - 2 `.�NFIOITTolm T' =IoN= — 'I 'A Ll IF— 11-- T_ —­­­ -- "­ I NTI IN -N am �wTorrsroAxoinw,FssxAuaePAxTorTxeowoix I ­Q' =7­ �r NE- Tx7=HE��­,I T_ _ 5'­­AD I - A— 1. TXL'LMAN 0—IN11. R­EZp— I- B I _T l.Ll E I T_ A T­ 1�­ ="=,P �TNBI` on I`— — —K TE NT 1— UL UN I.— I E AT L"`T"AL=W= ­ ERS IF g.E Ir T IES ­AN.0_ 1— �"I. =�T oxxew I TIE LINE TYPES T' 11. R -IT ==N IAZ 1�71 Z ..I. AsI—— I I III IPN=111�1 TX�fl IK ­1111— 11­ 11 —NIIIN -1" =N FIRE PROTECTION GENERAL NOTES "ll IE I III ILZAN%1.1=11 � '11A ERIl ANI =�'�PAL'­'T .� ­LL —1— F I IN Tll D H­ULIC CAL­T ONI $HALL DErDE ="` �Vo­ " NZE IN I . E =E. LIN. ­A-1—LE 2�=� ­ —El ­ .11. 181 ­ 1. lE.E NT F -AN. .11 lI R cony Nye � "ET � I ­�I A, D E—L., A —R, ­AER' _E "TTIN All- y .E.T 5 M T'll 01RIZEILMD T. ==1 1XIT2= " E­11= ZITZ T �TT I —DE E41-11 l­­ERl2UFl= FQER' 'UTURE — I —DE 11 G —E. F �E­­ A_N_N2� To 'E A . U. , COMBINATION WATER/FIRE SERVICE ENTRY DETAIL I 6AMPOS "NOINEERTNG—J INFORMATIONAL NOTES DEPARTMENT IIIIIII INFORMATIONAL NOTES THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT III III CAMPOS "NGINEERTNG—J re -"FPO.02 NOTES BY SYMBOL FIRE PROTECTION NOTES �„ .,. .. .. rcEo .oar �rcPa,awwaE.aE„�w "" m a Ero N nrclw wvEwrc,E Iry xEuuwEuw,Ews Pw INFORMATIONgL NOTES [AriH[aG{E oN cc UNIT 14 UNIT 15 UNIT 16 CUN►TS 14-16, FIRST FLOOR PLAN 1 1/4a_ 7,_0,. NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND a DER-E—PIPE w z O U) z O 1' W W tME 9 W F Ws THIS SHEET TO BE RENEWED BY THE FIRE DEPARTMENT CAMPOS •�- �—E N G I N EERIN GJ FP1.21 NOTES BY SYMBOL FIRE PROTECTION NOTES ���a" [AriH[a oN cc UNIT 14 UNIT 15 UNIT 16 CUN►TS 14-16, SECOND FLOOR PLAN 1 114^_ 7,_0,. NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND INFORMATIONAL NOTES w z O U) z O co w W tmeIL M 9 w r Ws CAMPOS•� L EN OI N EERIN Cam I FP1.22 NOTES BY SYMBOL FIRE PROTECTION NOTES UNIT 14 UNIT 15 UNIT 16 UNITS 14-16, THIRD FLOOR PLAN ol ­ �N oE T E T '�MT 1 TH, F� �E 1111­E1 1� zll­ NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND = 111—— -IT ­1 REVIEWED BY THE FIRE DEPARTMENT (9 @r" �­N TRUE _TH CAMS N 0 1 IN E E R I N ­J FP1.23 ❑ ❑ ❑ ❑ ly ❑ ❑ ° ° °I 0 0 UNIT 14 CUN►TS 14-16, CUPOLA FLOOR PLAN 1 114^_ 7,_0,. UNIT 15 NOTES BY SYMBOL FIRE PROTECTION NOTES =a " "m a E`roE s" TM k [Aries[ a oN cc NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND F7 El UNIT 16 INFORMATIONAL NOTES CAMPOS•� L; E INEERING J ro 77—TP1.24 0 LA °T E­B [l - — m ILI, ­ F-4] ale one ............ AT I WIT TFIS PAGE RELEASED FOR CONSTRUCTION RELEASE OCES NOT 11 ANY WORK N.l1NI IT ORZ ING R Cm APPROVED PUN.�TOlS� XTHE JOB SIZE AT BY ARNOLDO NAMIRSETSGPE 1.3898 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EVENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. m LARRY L. BLACKMON, INC. EOOO I I a A _a>n�y� N�c 6.f f C�ftfM w . Yo l i�. i?e ail giL�tf/�}TIL�E,•sam��ee� �I � o l �EarrlEia I Wn �m�.2f� I aS .ayq, � +m �s ale cN t4 �Y�I wi nc�m �I orzrtR I dlil cal 4Fdia I y� y� 4, 9� 3OdA 40 Srriw6�care c�au — 1*may Joao 1 7 , . �» uss i Nm IPA � ° 17—�—� ruwmiu oo- i�vo I I I I 2 9 is I P' I '. A V .� r1 I wui o�x I �� m 3i oPtlaxcL c�a.Re ctW 9 I _7 .,,. I mot.• �� ^ors =INFORMATIONALNOTES e, zr'a �Ia m AM`IJTolMZ 1 iw VE I �o�vEry �oed ��II Im� U) w z 0 U) z m �a w zo a LLJ F- a _ �R APa.Or�P1N aoEOR oNo« NE�oBSI E.T ■ NA"312 ■� wu mnonau BY: ARNOLDO RA MIREZ T.­13815 BUILDING INSPECTION DIVISION: To unux mtwmranER RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ■^®a '9""°' xvvaenmrz nu ALL CHANGES MUST BE APPROVED. . ■o.m= E001 1 2 I I L 0Lighting Plan Level 4 Cupola 3/w— 1'-0" f �A-3T}9 NA �d L� TElectrical Plan Level 4 Cupola C.Lighting Plan Level 3 02 Lighting Plan Leval 2 3/ 6"=1' 0" �J 3/16"= 1'-0" TElectrical Plan Level 3 3/16"= I'D" CElectrfcal Plan Level2 3/16"= 1'-0" CLighting Plan Level 1 3/16"= 1')" C9 Electrical Plan Level 1 3/16— V." el INFORMATIONAL NOTES I EV THIS PAGE RELEASED FOR CO CONSTRUCTION F E 1OL1 NOTAUTHORI- ANY WORK Iry CONFLICT WRH THE BUILDING CODE OR 20NING ORDINANCE. Cltt APPROVE. PLAN --AT THE JOB --TEAT 03I13I2025 BY: ARNOLD O —REZ TSBPE: I-388S BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. . V) o LLI z 0 z co �aF w z fio f sa a F- . ■ .IN, m LARRY L. BLACKMON. INC ■ nr ■tt[cmcnLH.nwnts ■ o®n�K °' •am.E1.15 c --- .SITE GAS PLAN 1 " = 20' L ul Z 0 c U Of co was -- I� A—ll ZW u o\ — i `3 ♦c LLI I H tc � n, t H1 H: m Lnaer eLA N-N INC 10 SITE ELECTRICAL PLAN ■ �,a�,�..,.. 2 7-20' ■onanueuc.amow� .,.�e7 ■'... EP 1 CDI.JEN$ING UNITS e dIR HANDLING UNIT5 _ I I DUCT LINER DUCTWORK DETAILS 2 BRANCH TAP DUCT C — / CONNECTION DIFFUSER [, , b � IIIIIIII� IIIIIIIIIIl4 I AL DUCT CONNECTIONS TO MAIN /G ` PRESSURE DUCTWORK DUCT HANGERS — LOW �/ + SUPPORT FLEX DUCT CONNECTIONSL� TURNING VANE DETAIL 9 FLEX DOLT CDNNECTILN5 AND 5UF—RT — HdNDELING UNIT MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE GRILLE, REGISTER, AND CIFFUEER SCHEDULE FRESH AIR CALCULATIDN5 I 00INFOIRMAR NALNOTUB GRAPEVINE GRAFE,-INE THIS PAGE RELEASED FOR CONSTRUCTRN RELEASE GOES NOTAUTHOR ZE ANY WORK N CONFLICT WITH THE NU LO NG CODE OR ZON NG N. NANCE. AI�nMEs U3I13I2U25 BY',--.ORAMREZTSBPE WBBB UILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APP—ED. mnnen imrme N W Z O a U) O �- m w ZLU fio i oa 0- F- T � �~ ■ mrnw. vl.n a m LARRY L. BLACKMON, pINC. ■ nwia.�... i�numza ■ tacwM-x Nprts'oErnUs ■ w.rs.. ivo>r�Lrrnr w M000 u^ _e Mechanical Plan Level 4 Cupola u B/'O I,-o.. MECHANICAL SYMBOL LEGEND THIS PAGE RELEASED FOR CONSTRUCTION cmarPROYFD P1Ax1TD Al 03/13QO25 BY: ARNOLDO RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. nMechanical Plan Level 3 Mechanical Plan Level LEVEL 1 & 2 -, ,HVAC DETAIL TMechanical Plan Level 1 mm e�wFOR ONALLNNO— I.—I — I —j m LARRY L. BLACKMON. INC e�7 ■ tacxVe-x Sxsumi�s ■ o�nmixn zm. a��.M1.15 PIAEIT I HE DEAD READY PON 'HE NTENNER USE' UPON IRIENTA I THIS RICO AN IIIPLETA AIR III CPEIA1GN, CC N SHALL NE I LACER THE GUASANTCE nrvo/RED E 8Y oN DaoervcrA(AUUT"ORITM eAVlrvcAN, THE TRIAL SIDE uoeo _INC LAN ORATOere (N C UL. ETIANE­L csn),'AN. Al.eP%LE TO THE A," I', T,Is THE RECUICAL Ill. lCT1,RN"I1zN1 ALL T- PER oars sTA— IN THE RATE All TERM AS PROLLA FROM END AP'THRIT C� HOLIS AS SMALL AS POSSILE, GENES AT CONCRETE CAPE' A MUM iz. PIGS PC' ARNATETE CONFIRM NO TO reIPAR1w. ARET °iCUP OLAPT THIS PAGE RELEASED AREM.ENSTRUCTON 03' 3'." I RELEASE ODES NOT APPLY TD CONTR SUCTION IN EASEMENTS DR PUBLIC RIGHT CF WAY. PENETRAT CAI CAi N' RARE C_ ANY. TUYJ, IN PC EASE PLATE A. FLASH I A IILRI WE c1 1 IAULTA OR U INNEAN W PRoLOSAMTRY uAN,F SY LA.ER THAN TNE TIRE NER— AND I. III ""I LAROE' IAN NO III E,i��,I �wUR o�M �r�oUeory ARAL MATEA TILT, LITAIR THE ILEITFACGL ""AT" A, REDUCE, EDR MEC,ADINA I'NUCAL EDUIPNIE.II (PROM INI III PMENT I.IP�AM TO EI AND/CS DE.SCCAITYAB�5_N IN RI,EU pN T" ITALL MERFY SAME ITT RC„ECT:„P/IR ou`muENT aFP°ERE oR'GR I �I' FH OUi%2 PoUNDIOR IIzn9ry ne[uauRR RN (uncun) oT NI N CLEAR ETA, IT urvER TNIO1xN s4 Cu eor" oireARE UAIDI[crlorvs Cl I N1 IN HEAVY PLAY III HOT TRIP Auo%U""'FT raauR, auo ITTUOIurs CAR.mIm .t mos A -ROD '/= SLACKINSIDE PALA.-C . IRS ARAIL NE CPPSARD BLADE io.'E'o II OEoP,"IA T MA/o IAIPlR o";/4 N AUG11 IT CACHE 1111 IN IN S,EETMETAL. IT, AI sMDDT, SMALLINTERIOR SURrACE, m LDM PRESS,RE ID" T LI* PRESSURE DLEPRLL,E CIA SO To MLL<,S1A,IAAANTIALED ;NO R1NAG. REacu(oucr"E'ssuRc cuss z i'��ola wc.j r�Exie��ouc� s"ALL RE HLIPMARTER TYPE D(BRE P vx LUNTS o i%IIDEz UiNcTRA,CEs cCT CONTACT u—/z IIxc,cs TluRlI orveoINI.RiR APPILID THI IN AS .RP NNNAA, ON IRS rvD%ore DE ANl ME— TC IRA `PERUNK NOE"ALP '" Ouor TOR Irvmscnory TESTING AND MAINTENANCE. LADEL PAC, OOOa"(ITT BIBUMNiI- LETTEINS) FIN ...... F/su KiuE� I'Ano 4 EC aEPSMD DIIT FAR DUST ACIIIIR«)I, LCCACN FOR TzRIN AID MA NIPPLAN',LAAPL EACH o tIT " M OR AALL A, I'll III TO ACS, DI AID DIARY" AID sP RLC.D CAR IS TURNS SOLUEN 1014T�,�ETRT LRTOSP TENT AE) 1D DINTS .TN A SLDM STREAM oTIT DR.DHI NITRCRI PASSINR I UNIT NSULATE SUCRDN LANES MIT, AND LIDDID LINES MITT vz LEANED PLASRc STAHITY A:Ic',' s zOa) TD SIAI OIL TRAPS AT THE eASE UPAII.e'L"lAY oICJA IF vies BE a `1.1 IN CON �lA iNs is comauETE ,HC", , HIT, 'LAND, , LAST, _AT.N ALE, AD CNAL AN IN, 'OLDER CONNECTIONS AS I OF THE RELAYS REQUIRES TO ERIC UP THE DEDRED SEQUENCE OF UP RAINN PROICE (,T/EN°"EE ` DCGNRRINC `IUIINC HIS PEPULD AT 11 AINTICIAL COST TO III —EN co w z O z Z O w" z: w a� = IS Fa m LARRY L. BLACK MEN, DING. EN I •nv " .._ g .... All — III ARRICILIESIN-CM • �ozvt��tur MS00 ' — o In I 114:Iw s DETAIL EXTERIOR CLEANOUT � scNE: xis �e APPLIANCE 6,45 CONN. 5 6CALE: NTs II INFORIMnONAL NOTES ■ THIS PAGE RELEASED FOR AORIZE CONSTRUCTION IN calGN UTHlcr S BY: ARNOLD O RAMIREZTSBPE: 1-11 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. V) w z O V) z z O w mLij �a LU eo �z LLI F- m LARRY L. BLACKMON, GINC. ES. PI-1 ■ n�nAl�NvoT�o�rau ■ w.ra. SE P000 CSewer Plan Level Cupola s'umainG svriaoL LE�o I 4 Water Plan Level Cupola I eLurlert� avrimL �vsNo II =INEORlMTIONALNOTES oil .Sewer Plan Level 3 lJ J/16"= 1'-G" (Water Plan Level 3 ,Sewer Plan Leve12 a �"dam CWater Plan Level 2 S116— i w"o.mreawaq a. way✓ CSewer Plan Level t 3/16"= 1'-O" f, Water Plan Level L9 r.aPRDYEDP�N 0T3113-1TONTNE�DBM,E.T BY: ARNOLDORA 1—TSBPE: 1389E BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY - ALL CHANGES MUST BE APPROVED. m LU i o LLI P Z 0 Z co �aF Wo ; oa W g1 a U� LLI M■ LARRY L BLACKMON, INC. emn7 ■ nw imsytta ■ rtNelxr.Hu'�anis 'P1.15 r, Gas Plan Level 4 Cupola TOTAL GA6 DEMAND CGas Plan Leve13 3/ib"= 1'-0" CGas Plan Level 3/Ib"= 1 , 07 1 Gas Plan Level 1 I MINFDRM bNOTE In ul Z 0 U) z Z O w co Zo W �O S+z Li n� n m LARRY L. BLACKMON, INC. � THIS PAGE RELEASED FOR CONSTRUCTION rcosrenmm �p-��m-zwm. a rwim,.ys. imzatta ■ oLw"AR�s RELEASE DOES NOT ADTRORIZ ONFLIOT —WITR T—IFILOINO CODE OR ZONING OROCITY APP-13 —SATO BE KEPT D. THE O SITE pT -111—S BY: ARNOLDO RAMIREZ TSBPE: IJBBB BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION INn EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. a -- _ ■ ^®N °"'° ■pin° P2" 1 15 CRAP�W CRY OF GRAPEVINE TNIS PAGE RELEASED FOR CONSTRUCTION 0311-025 BY: ARNOLDO RAMI— TEBPE: 1-3898 ION' RELEASE DOES NOT APPLY TO CONSTRUCTION Al EASEMENTS OR PUB- RIGHT OF WAY. w z F- 0 co W �d z Xo @ W L3 t z_ t LU F � t � �r ■ F.�,. zlm a m Do) ■ m�nna.en. ■ILINN—E INI ■ cti.r. • PS00 aail�11AV , I I G I I vLo.�a PlnN I 1 — J — — — J L — — — J G G I m I ` L/ E sg Nm L A Fi"ooa"P.�x -o' l Pliea P.ox eN P,J� 2�- slg a - r,�x Po,« I I I T �O I r � 49) ar.o I 11. � �' nN rrcPica.l mP�ow NOTE: OONTRACTOR FINAL 5'RE55 OF 5TRAN01 NNST BE DONE BEFORE DRIVEWAY 15 FOUREG. TOTAL 56UARE FOOTAGE OF SLAB = 5212 SO, FT. NOTE: OABLE5 CAN BE FLIPPED IN THE FIELD �� carran ciao IAN wru �x w.� is l •�„ag.�, x� ii! �- aeiia""`iN.an LeNw�a ro u ON 1�[C I➢ r�NLY. a•so`x°"� LI Poe Oill III F Jrll I r I_�QI ixnrvr>9 wna+ - m tSECTIONo° wTM�� SECTION g 9 w SECTION�Po SECTION DFSifN MCK t. 4" nxGt 5nW PEI CONOREE SLAx — ➢� 1/fl DG�eP-P,D K e' :.: so ewws sxuL Ps Na'moP sPUJ — Au eeANs Px O :i '•' s. ae vAxrx KUJ.I sxnu. xN w g+ 20"x. x 301' O n � � � No.. N g S zeN= N¢ TO PEN-P 11 M Y To ACI➢EKEmx c m a c o .L P¢NflTRATOi0H D0�WCix(6"AciDEVL'D �x fiC@�D+W�v UAN®TBY "WSLOPE�sv�RC 3 AEsip Rs MCUYP NTc _ L PICK OPAAPUP6".." PWNS CAN x6 prvEPSED Ox ➢li AT BNWNPS 06cPEfWx. oN" 9 �'v` P TueW L AAY UNCMSIUN U�REPOHC06�EeTWeex °NS' P DPI wEs�.1N� ' N e IQT OE T.—DAD xTA��aeWTM.�` CONTEACTOR TO MTY ALL ➢EIENSIONS MOR M POUR . T ANY D1IIENSpN E6CREPA K. OCCUR = U ENPWEEN ENCRiEENED SLAE AN➢ AR BUROTURAL PLAN$. THE ARClEfECTUPAL PWN$ SEALL CONT�L CONTRACTOR TO VER6Y ANY AN➢ ALL SUECRA➢E — U PREPARATION TO DE PERPORNEO AS WDICATHO IN TI6 GEOTECIUTCAL REPORT FUR THE PROlPGT F MATERIAL oro" s1.-suxsa =w'Z"I s" s MIMI IN A. 3 FEE, or z u J sr� µx DESIGN e� X0e ewvunm. _ J Q VJ > EDe Pos .uv svuroroo EL, & t' I = a J 11 -IN El I TV a a m x IE5 AlfiM= xxw. earoue . v.xr V J LLu Lo MISCELLANEOUS Z O Z _ Q O � axI<Iu xesma p� a coxAW. mauroPoy Poty NPX 6 uv rowrx c co aCR�APy DoLLJ 9 W Lu'JY _ z_ 5; 0 ELI \/z EL m CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION < `—`' w Q RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT Z tj WITH THE BUILDING CODE OR ZONING ORDINANCE. y Q W CITY APPROVED PLANS TO BE KEP ON THE JOB 3ITEAT ALLdocunES.Nn o Lf) 03/1312025 Ierza eeecord c°or N 0 BY: ARNOLDO RAMIREZ TSBPE: W999 IN BUILDING SPECTION DIVISION' f��mcwwc yyo ¢¢ J ' o` f om - 24-660921 RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. i 4 RS ALLCHANGES MUST BE APPROVED. y'iy>�° a ° E 0 FOUNDATION PLAN �`°"`""2"°`"= =soe�I onY Ny„I° .Ir„�I °n n N �»INee�°PF S1 SILL PLATE a DID WALL IF LIVE ENDv ARE AT GARAGE ENTRY = SILL PLATE t 5ND WALL FER BUILDER FINAL 5TRE55 MST BE DOE& PRIOR BLL PLATE a 5ND WALL q' TO II' REWIRES I-x4 VbR2 SILL PLATE a STA WALL w BRICKS/ OR ETO PER MILDER (OMIT 5ND WALL ®P�CH OR PA110J TO PWRINb DRIVEWAY COEL�RETE GAR MILDER BRICKS/ DR STONE FER BUILDER FER WLDER � N N PER WILDER PER BALDER 2" TO 15" REWIRES 2-x4 HORZ w X FFR BULDER ERILK LEDGE SLAB S1WWD BRICK LEDGE Ur (ONE TOP S ONE —ON)) Q POST -TENSION STRANDS CONO. DRIVEWAY P05i-TENSION STRANDS S.AB 5 Q i w QJ P05T-TEN510N STRANDS WHEN INDICATED ON PLAN WHERE AFRILPBLC WIEN INDICATED ON RAN (r SEE SECTION E FOR FETAL CHAIRffIED) PER WILDER _ WHEN INDICATED ON R-AN OHAIR (TIED) - - CHAIR(TIED) Q SLAB STRA > �C4AIR (TIED) CHAIR (TIED) r HAIR (TIED) - > = = _ \\ N L� c MIkELLAEE015 rvO1F5 r.: IE Y6EE MISGELLANEgY 1 �ff�E E5 ANEd15 NGF O o v I s o& v q N I— _ .= 11 ( . L _ SEE MISCELLANEWS o n _. d III SEE M:'.z'ELLANEOUS 1I-L NOTE5 N ED, 1 T - T III = NDTEs oN SHEET 5 )� I- Lr a a^ r, px ¶ �I ' r L 1 uore5 ON sxELT _I II _ F 1- z. s POR Par f L- -I T (PR . iT- a PO f II 2_ sANp-B FOR PpLr d v q ' PGLBEAM 55TRA DONOR �, III III- III ry0iC5 ON EIyEET 51 m 1 r- p c. 115HION. i- Y `- 3 SAND-B PoR POLY -T .. Jr 12" TO T t 4' SAND G15HION. u [ N N LL 5 Ir 1 iii 7 �. 2. AN6q FOR POLY a 4 SAND CUSHION. F L ro a REWIRES Isla HORz. T- T T7 FIT , oN T) l_ T T _ L m _ Wi BALK DRT tp - 5'REWIR�S 3-b4 HORZ L TIE OFF 5' >� ND5 INDICATED ON RAN BEAM =TRANpS WHEN i0N'E TOP b ONE BOTTOM) INDICAlEO ON PLAN J. BOrtOM WI ROD M ' -� 5 N THI5 AREA µGTE. IF DIMENSION 60 BEYOND IS' L■ 3 MINIMUM OF 12 INTO MINIMUM OF 2 INTO IIJOIC FROM WIDTH TIHE 07 WTI ROD MINIMM IAIDISTUROf 12" INTO SOIL OR WIDTH THE ILOA-Tm OWN MAN UNDISNRBEDMIMM,M OF 2501L OR WIDTH INTOWILDER M15T 15E STEM WP1L DETAIL1 M COMPACTED FILL, OR WIDTH INDICATEDONON'��PLAMN UNDISNRBED 501E OR WIDTH IRaD15TURBED SOIL R WIDTH LOMPPLTED FILL. EOTTOM WITH n0 ROD BEAM 5TtAND5 VYEN BOTTOM Al' 5 ROD COMPACTED FILL. COMPACTED FILL. ECTTOM WIT) x9 ROD COMPACTED FILL. TIE OFF 5 FROM o O� 'NDILATED ON RAN SECTION' C TI O N SECTION SECTION SECTION SECTION SECTION iBOFF S FROM EE x A E0� w FM4 CONT. MAY BE RE ECOP BOTTOM WITH %3 Rao 2 AND FO POILY 'A, 5TRAND AB STRAND e' N' u Ib5TE5 -B T �L SEE MISLELLANEpUS y-AB STRAND b Gly�HION \\ / DEAD ON, a W CONT. ®OR(1F5 y2�. rBRILK LEDGE /POST -TENSION STRANDS �� S�gND-B FON OR POLY7 ///�" WHERE ARcLICAWE WHERE APPL GABLE 4' OR MORE! TO 12 �1 _ I jl {SAAf3 LISHI©N / / CHAIR (TIED) - P°5 �i O 2 _ F PPP ILABLE / W�JI INDICATED LN F�.AN i T-'�EN510N STRANDS X- _ �L"AR WHEN INDICATcro ory P�ry ®'s HORIz w v CrHAIRS �JW IJN�4 GO.NT. N ! - CHAIR (iIC-0) p CAM BEYOND M5 Z Eh¢9 ®12 OL. 12 OL u 11 q HAIL ry � ~ III F6 _ p l III III SEE MI6LELLANEOIb W� III ]r Q Z (TIED) a 11 G - ITT rare oN SHEET 5I 2.5 BFOR POLY HL SLAB 5TRANP� w N4 LONi. w k 4^ SAND M ON - 1 n J III- SEE MIECELLPNEOJS DEAD END [ w ugll ullll uluh111 nllu U1 Iu 111uu1� m II_ I ��. :. T� • IT' s lll W 11 wiEs oN ElEEr SI Ll w EEE MIscELLAD04 �' .lam :A rn a: L Ilh1LI -lu I SANDB. POLr BEAM srRANOs� .-. 5LDPE 12"MIN NOM50N 5HEET SI ® �• III- - d.F�5 CU5H1011 ` TIE DEAp ENo- m d eWND-B FOR POLY Cj ,SEE PLAN IDTH� BEAM STRANDS WIEN x, 2-w5 vBRr. 5 5 D WSHION. �.." . O.CEW —� INDICATED ON FLAN W'5 ® 12- OL E W. 2_Ns TOP 5 R00 m 4 LONT. TOP a BOTTOM TIE OFF B" FROM SEE ARCH FOR MINIMUM OF INTO 1 50TTOM ,TlPILALI NOTE IF DROP 15 MORE THAN 12" A REDE5IGN OF THE M. Kw of C' NTo Boy CM WITH y ROD FIREPLACE DIM. 1. IDTH FOUNDATION BEAM $ 5TRAND LAYOUT NEEDS TO BE DONE. ND151NRl SOIL OR ulDlsnmBED SOIL oR 4 CCMPALTED Fy. COMPACTED FILL 18" BEAM � 2-55 EOTFOM o VARIES-(Bb'MINJ SECTION AT DROPPED SLAB (H)SECTION AT FIRE PLACE SECTION AT FIRE PLACE OKSECTION w'DN L-1 SECTION AT DROPPED SLAB - _� WHEN IND B PLATE a snm WPu 10" -51LL PEE MISCELLAEEOL5 NOTES BRILK LEPSE PER W IL�R q o ON 5HEE' S 2 5AND-B FOR 5.AB Si2AND WHERE ABATE OM PLAN ' BRICKS/ OR STONE INTO CENTER EN iER OFSILL PWL4 5ND WALL C PO`Y` .. N A L -- 5LA@. BRVCKS/ pR STONF�- - b 4 SANp LBSHION BDE� �� P05T TENSION 5 ftAND5 PER W DER BEND BARS AND ExTBJD 7-0' PER WILDER M / F rl c _ - _ = SEE HS.'ES AN�NO - - 3 Lfi Fu SLAB 5mAND�" - n CHAIRS - V - _ t , - pry SHEE 2. -B m SLAB STRAND • 4 15LELLANEOUS NOTES 4 12^ OC /. ®NORIZ. N DOUBLE 5' ALL TALLER THAN k e 0. �+ C NOTE R STEM a eE,w eEYONv - oL I I IT I I 1 V - f 12 oL 2a O 4B" M RE, OF IN EMN J TIED) pT �-1 (TYPJ R III SEEM LAM RE, OF ><4 REBJNR 1 s- III III FOL 4 5ARP �5H2ON F BEAM 9TRANDS III - 4 ON SHEET 6112.5ANO3 FOR Ap�GAA0D VERTIDAL a HORIZONTAL J — L J ll III x I� FOLr a a• PARP LET°N A Ia DOz _ m FI III d BEAM STRANDS U//)� NOTE, V K5®8 G V/ i m FOR DROP5 DEEPS£ THAN 4E° ��x45 eD 12" a L�_ wq5 vERT. ®18"OL. SACK FILL w w (MIOALI ll1 JUST INSTALL DOUBLE LAYER$ `.� `p4 HORZ AS REWI W MA�RTILAL D HORIZONTAL m f10ft12. ®20C MIWMM OF 131NT0 \-SEEMxELLANEWSNOTES EL Z +s Roo BEAM STRAN I1 IiIiI1 > . RED H IQN 24" O SHEE 51 2 SAND-B FOR & Z = J TIE DEAD END _ BEAM m x4'S a Ik' POLY a 4 SA'VD CUSHION. d d 2-x45 NEAT VERTICAL �f 11 l Y1 x45 HORZ.'=) _ No'E O r (� m BEYOND -�� I- L LLI � UNDISNRBED SOIL OR IF 5TRANDS CANNOT BE COMPACTED ALL - LA 12#45LL5, Vi LI.I 1 MINIMUM OF 13 INTO MINIMUM OF 12 INTO wa BEAM ETRAND5 2-x55 BOTTOM, `-BEAM STRANDS 6" `^ 3 WIDTH WIDTH UNDISNRBEP SOIL OR WDTM UEOISiNREED SOIL OR IF APPLICABLE LOMPPLTELo O F, COMPACTED FIL_. TCo b BOTTOM. J Z O L-2 SECTION AT DROPPED SLAB M DEEPENED BEAM SECTION DROPPED BRICK LEDGE SECTION OF STEM WALIE _ z MINIMUM V� DIAMETER ANCHOR 9 O yB %B�10" y e0_TS ARE T05E INSTALLE[J T,eerAr&neeo roa oxsmucmx m (� LIVE OR DEAD END G°�NCY1 F E,aLHoRNER - - a� m BEAM STRAND PLAN AND SECTION Ni WITHIN I2" O xero-�,wrx,.ra mxa oaova a. /L,J/J� RE.Z . uTpa . vma., to m.- m.x.mExw,n,xx� � W DOUBLE BEAM STRAND) U NFT ALL>EtnOtb S N WILL M APRl -E To EACH fRo.ECT. EMB T 1 HMENT rn .ME.e.eree LIVE OR DEAD END ) WI RAN SHEET. w'"TH' F5 m ED LLI W SLAB STRAND ) A EN ND DR PY2' AFM< 1INMMOLEW). o' 3 O J LLI xqS HORZ.e 12O.C. 4 Ifl 1�1il— ENP25 MWKAIS CCAFAn END) OrzPwnL NO ORE cnveeExrsaR Ruxucxc,rto V Z �/ U 2XI0 FORM BOARD B 1 ExD G�Ax� R.E�vf AT LOMRALi0R5 DIY,f+£xLN. (n O S ANR2 oft ) ICATES'BFN+S 'No o71 _ M AGi P ATE uLc,wtctRwaT�nnxwm. LLI _J EIR 1112' V R Mm SAro�YDeutroER SUB w qTx bMLFDLTwmuF FXJNS. LL1111 LLANOEHORAve TO MPJ �" N45 VHRT e 18°OL. M I�IIHII SLAB srRAND w Q i l�l�lll-I LIVEoRMAD END 4-0° 4 o DR --AL " wlvzl r rT�, - o �-5LA0 STRAW/ -1�11 F eEAM STRAND >F�P �wHERE APPucAei.E _ ANo„ �a o a Ua Z Lu - =_XERIOI BEAM M ry MUM /2' - g o M C-BAR- 2 BOLTS AREC MAX T B 5•oc- N16111 d LIVE DR w DEAD END w rH N 2 of R bTorvr m Il N O ®C ESE MIscE_LANEouE NOTES p �/) L // —�` c- I C N t J ON Y 4 451 A SAND-B FOR L> ^ R POLY a 4 SAND G15HION. i END5 CAN BE NA LED OR WIRED \\ N OorvORETe. 5 e�' Q BEAM STRAND(5) E \ REW RED w F = ea'r Cry de EEPM STRANDS TO THC FORM BO.AROS `M na p1 WHERE APPLICABLE B's STAKES AS REQUIRED TO I—= P ATHE `^022 24 66E921 MAINTAIN A 5" OLEARANCE WALLS NOT MORE xumaex RS .IN 12" INTO UNJISRRBED vJIL III r FROM BO'TOM OF BEAM �OLH PLA F� nro tlecument me xyTT°yn°�Bxt E L az<Fo- r STEM WALL - =III- STRAND END LAY OUT TYP. BEAM ELEVATION ° c4 cOl TED -1u. Q L W/ DROPPED BRICK LEDGE W LL NEF TER o ".x°M"EN D O MALL TO AI� BRLKL�E S2 �.�� s GRAPEVINE BROWNSTONES LLC° THIS PAGE RFIFABEO FOR CORBTROCTroN N W �TMA�� _ TME�BBTM•* m Ptwx A011313025 GRAPEVINE BROWNSTONES - PHASE II N W w RY9UROINGIN5PE0TON_GION 235 E.NASH STREET (BUILDING 5), GRAPEVINE, TX 7T J RELEASE DOES NOT APPLY TO CONSTRUCTION IN PAREMENTSORPUBLICRIGHTOFWA. PLAN: BUILDING 5 M Z I ALL CHANGES MU AT BE APPRovED. U W J - —R N. Plano RoaE RicNartlson, Tx. ]8082 R w m Z g ENGINEERING SERVICES U o O 3 9 REVISION LOG m m m w E w REV. ii DESCRIPTION: DATE D BY N o Z a� I a SHEAR WALL PLANS nn TMc ILUIx UE a xI G a I x e �— Al BY�9UILD14G INSPECTION DNISIOTPE HBBB R vTo coxsTRucnoN IN E EASEMEN S OR PUBLIC RIG.OF WRY. RLL CNRNBES WSTBE MPROVEO. a p� ok )n ljll'W (ori Bµsm' h k (y�,) UNIT 16 sun ALLJJ5T�IONL�-J' nvm T GAFt#GE DOOR OPENING DETAIL (WF) 1e xuBmx B SgECT10N 3 UNIT 15 � UNIT 14 r' wBm � smo nu[ ae 2 DETAIL � 93S 6 N W W �z �w U s J C LU o H B U) s F 0 I Dp m yeg z i w w [ 8 CL E x J� The seal appearingg o tHs �J doeunent was authorized byy x.e Tony H. Childress, P.E. 972029 on 1U107124 (Record cagy on file) xn W. oSE OF TF ° Optrf` fax'UNT=A' a [ f[aw nufax slEw NL rt! N °d ✓' [. mP. 1 aW4x sroxx cS RBE aw wRp ONH H CHILD, RE550 9 }.ux0..Wm Nixf Borrox nnMu_ °a 72029 :fie e Ss a0.fxPixw Rtta rBuss rs RB4�GISTE�`�'2<.. _ 1 m By . imrss s. �[iWB ttpi[KsUu waxu—r!tiur,spp.NAL 5l F-742E 1ST FLOOR This doc.nent noy n < be hanged [ B any foshlon Ithout pernlssion ,— Tony H. Childress, P.E. I ,sw, SNEARWALL PUN6 C -ELI 47 UNIT 16 UNIT 15 UNIT 14 $ R$Y e H; 6 C4Q =�E WEr OB 14 rMR! W.RFTF !]R MAYMIRYi31 XTi'lRJppnoN J _ C- ULJ " tm urw rvm '� m O ElvawmKMalMNomrorwomlexvuvNmq ��'°°`-wo _ z i W � y��I�hYXJD FI - Il1N ^�.� Z FIGURE R602.10.6.4 - METHOD CS-PF: EL A CCONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION _ € e sent aN�eoring an this 1 docunent authorized byy iony H, Childress, P,E. a �. l'AL1 NE on 10NTI24 (Record copyopy on file) q�Os F,e0000eel lfat�PLtcN 5 THISMISE NEL[ASEOROR ONY/H CHILDRE5 elnxE.xmv eux4ry,�r�yT en �xe.ec slT..T �0 �' 7202,9�p 'teeA-- F-7422tSBUDININSPECIONIBORELEASE DOESNNOT APPLY TOO CONSTRUCTION IN EASEMEN)sORPUBLICRIGHTOFwAY 2ND FLOOR This daTunent nayy not he changed In any fashion .1 hout permission —CNANOESMusreEnvrFt— iron Tony H. Childress, RE, .SW2 SHEAR WALL P ANS V 0 m UNIT 16 UNIT 15 UNIT 14 y� � aR ioewls p a 6 mmo�rmm m. m (r�arxaN�rx�oef0cuxml awn I/�1 ENGINEERED PANEL BLOCKING 17RUS51 V.,. e. rot ars r�ox a�a9m1 OE5yr)NEERED PANEL BLOCKING (TJI JOISTI a® m� V —� uTrSnSovm m rnv ox me.wR are Sr W N ruxS vt�o25 m r�, O Z BY: ARNOI-O RAMEIQ TSBRE: 14M4 R LFAS BUILDING UNONPTICIN DIVISION APPCYTO ONSTRUCitON IN JW E FASEM—S OR PUBLIC RIGHT OF WAY T ALL CHANGESMUSTBEAPPRONED. U W 'r ' U J J fn r LU ' O � cl) y o a 0 00 2g o 3 W °w d A 3RD FLOOR awiwa.�oxx.� 3RD FLOOR The seol appeoringg o this t document Nas outhMr el byy Tany H. Chd*ese, PE. #7249 1 IV JW7J24 (Record copy an fke) 1y6 S i-�oouocap ap F,PL ex"s iE OF d ONNH: GHILDRE550 7 C 72029 �a:e } adO:�GISFck.: '';�2�ve °00p°�>noda� F-7422 This d--t wi n t be changed x.x. In any foshlon without permission from Tany H. Chlldress, PE .$W3 SHEARWALL PLANS 1O UNIT 16 UNIT 15 UNIT 14 4TH FLOOR UcmN ca E mrvlx N cm.xrxovxR �,xc . .a mEUiae vw.T W be PER On MY: RRNOLOOMM-7—E: I.&M -L.-INSPECYIOO OOn J W CO1_1oDOES NOT — UCTION IN REL EASEMENTS OR PUBLIC RIG HT OFWAY ALL OMNGES MU9TIMe—RORAEO. T 2 I 1 2 U J J Cli W O _ 0 LU k LU E a F In The seal appearingg an this Tocumen4 Nns authorized byy Tony 10 7J24 (Record P,E. copy a an ip/p7/14 (Record copy an Flte) f,�0000eopup�f,Pt �zs c of 0 x l� of ONWH GHILDRE55, �' 72029 op "0 1 t, .. c°00p°�oomao��� ----- F-7422 _ This docunent nayy not be changed .er. In any fashion xlthaut permission iron Tony H. Childress., RE, ,SW4 I HOLDOWN SCHEDULE SHEARV '" �xaw neN w„mxEma j w 'AA 9n m .x�xex I w.rs, ..e,EwExeeE ,»x.<a, o- xo ,e, ous aaM aal�wa xa xolw.eo� ,«A �� w a„r I®a,In, ae,ax.Ax.,,r o»wx xx.,a.w „x: lare.oan w.xw.e„r�.w�exex. "" R EUOWN camEor(,l: wx..e xN,o � 40N YNa�oPan is �.>.oan ,nrxa. 'ALL SCHEDULE jS e. � VPImrl �" ao,m.,A.wa 3Pi w � } MACS "s 'aawa w''ssyssl THIS PAGE RUZ0FM CONSMUGTIOM N ll�AF_111�1 All 1-1 1 UP S'D ,eax.am, olT..woYmnN.a.GTGNTEo.,oR.aE.. W aN aw.bm,�.,s Ev�Brmzs ■ M Z BY: RNw DuRAwREz rnRPE: lax BUILDING PECTION LDING IN W a eea 'xm m.a' S HELEPSE DOES NOT APPLY TO CONSTRUCTION INFASEVENTS OR PUBLIC RIGHT OF YVAN O Z Aus Ecxcmw ,amp crs, ww».M+iou r ,nroea a ALL CHANGES MUSTBE APPROVED. 11 on. I n mu �_ � tsw � svrom, � s rnrox ; uz ,safuArv.,a&v.T P. ,se 'ASSI °1e m.,pccHw,xwa „ la.demwnl ewe,[ II ,a cusm,e .w ew,mvruanxou IS. rvm ,u. al r+LvewuEo u'sxme ) sw xwt N,marl Ta xs r � e,m ,mweusw wus sr Na v scx[o�w,an CKEA II T A, avacel 'tea . wcwxq.uacs y. la�wsrnwl xA ,mawlSrnrvaxuSweaC it TM' ss7 e.eamsmos wn aaa rus wa wx¢sxx,e[Rxanow[m,rroTx[wxisnm Rrr-ac aoexwea Rwcnpn�[orc®au,¢ rsxEarno�l ,°m gnu¢ "" mrR .aI NA .M=i li � m ra,xxanwwx�e, COMPLIANT WITH: ]0]1 IBC Y ULTIMATE W IND SPEED: 11E MPH E%RO.U.E CATEGORY: l _ L, gZ g 0 a m M, lL Z � a C The sell a B this = ♦n Tonymen4 rns ur, RE.zed by Tony H, Ch24 (Re..d .py o an ik'W124 (Record copy on Flte) Z`'fo�0000eF HOUpSt rF °°°rc .__... o seo N 0 x GH ei ONY/H cH1L.oREs50. 72029 VpGIS2 ° F-7422 _ A«a This document mo not be chonged yhout war. In any fashion Rl permission IronTony H. Childress, P.E. SW. SCH1 I`\ e�CJ -��• STACKING MATERIALS xwo2 I� era I I I II I F19 -.____—_—. I �i. V. CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. D321312025 BY: ARNOLD O RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, 7— 2FL BEAMS I Fab Type Net DIV Plies PmduR Length PIoUD FF 3 3 1 3/4" x 11 2/W 2.0E Microllam@ LVL 21' 0" EMS FF 2 2 1 3/4" x 18" 2.0E Microllam® LVL 30' 0" BM FF 3 3 1 3/4" x 24" 2.0E Microllam® LVL ." 0" BMS 2ND FLOOR TRUSS LAYOUT NOTES ALL CHANGES MUST BE APPROVED. SEE ENGINEERED CUTSHEETS BM2 �u it iil �... '— ---- ---�1 c. Forw ILL F— ----- 3FL BEAMS Fab Type Net Qty Plies Product Length PIotID � FF 2 2 1 3/4" x 18" 2.0E Microllam® LVL 10' 0" BM FF 3 3 1 3/4" x 24" 2.0E Mi-1I.mp LVL 22' 0" *BM3 3RD FLOOR TRUSS LAYOUT ***IMPORTANT*** 1. Nslomer u responsible to verify that the product Builders Fuse Source is far dimevsioval 3 R is Ne respomibdity of the customer. builder, building desigpec, FOR to lighting 5. Adj.0 truss spacing as reNu'ved ro avoid ell plumbing drops, f flues. and HVAC ductwork. Do NOT B. Tds placement diagram u for Ivicehov and Gemivg Pwposes ONLY hu9Ratlon bating is the the Stronabac t Braclne v provid'eg approved ell sre ev--re4uuemmts needed far the strucaa as weR es amhrtect ar spxify any recessed locedovs, H— a4vire .v' andlm mechmieal chase sizes place cat alter, or drill ANY atlucmral member of a doss eWess specifically and respovsibaily of bnatler. eleasa ref to the BCSI Ior bracing reehwyees am It is recormrrended that /rvrsses are braced w�ilh a MINIMUM 1x6 Strangback g all I«al and mumcipbty slaNtes at We I—Ne h being built BFS does bmlamg design, roil —hvva. Under vv chdamelavices u Bulders First S..pomitled for hgh' i H reneea, dwtwmk, by the wss desi� draaavg. recemmevdativns. every 10' (at vertical or added block) and/or as directed by the FOR or Builder pmr not perform only eomPo desrYy as dhvnM by the customtt budder responsble g or meahaniaal ehasea wiles regti CLEARLY specified AND -W fi Trvssea and/or beams are not dnigved N scope, masonry 9. Do not veil oc screw through horizwtal sphca Plates of floor ESPECIALLY over large open areas for ceiling uniformity. mginn� areWteu uc Evgveer of Retard fur the Rajen. —dmmea wild B Y Smuce Prig w e a suPPart%are to be sued and provided by others. busses 2. Builders Fuss Source is not responsible for determining whether 4 Under na chcumstances is -Id— First Source or their buss 10. F all fustencc holes in hmgca wild fastttar types spmtiad in Bolton, chords should be leveled prior !o aaaching bracing and the smuhure built by means of mmponrn[s md/or evginttxing aaPPhna by anaaea First snnme menu elate, roi,vry, I.r evgmev the Engineer of Recoil t'oANY proje0. . Areas vat covered by busses are to field Named by others be F the rorreepmdmg anger able. Refer to simpsw strong Tie h catalog Ior tablaa. should be installed during truss erection per BCSI-B] reconmrendalions. �ywan=arnr manieipalm nndea, regalatioa, or aaaenaaroa. RBPRBSBNTS LBFT F]aD OP TRUSS AS DEPICTED ON TRU55 DRAWLNG DA HANGER LEGEND DATCH LEGEND IllIV24 APPROVALS (A) I.U5410 Idl FA — LU5414 (o)—BEARB9G WAIL It-(B) �J TfIA422 (IS) ®HVAC; STORAGE OD Tf1ACA22 (0) NUCxAWICAL CHASE SHEET o xuala (h) o GI@DBRTRDSR FT-1 0 xcusala (o) sl'eeL I-BBAM ROOP DECK TRUSS nESIGN LRHERIA STANDARD DETAH,S BviWivg Codes; LB TCELTPI2m I TcuIF (psF): TCDLSF}25 - - — Btu. F(PSFI: o LIGUE PSE): 1P (PSO 135 _ rr,�aa nepm:zo•vP LL Mau neF1' 3W �y li tiler lJefl' 24tl NOTES SEE ENGINEERED CUTSHEETS 32'a" --- _._.-------------- - __� Bxvl II 4 L1 II I III I BOJ ta, Y � -a jll� 1nALI I � II I III c Builders Fi rstSource OF' CE: -.245 8531 FAX 72.-8534 A � 8 A 9MIND� a m STACKINc�ndATERIALs�f1iaP :VI�4.F O � x I CITY OF GRAPEVINE W ,v THIS PAGE RELEASED FOR CONSTRUCTION Q RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. x U DECK REAMS CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT q Fab Type Net Qty Plies Product Length Plo[SD ALL TIMES. FF 3 3 1 3/4" x 24" 2.0E Microllamp LVL 22' 0" 'UMl-D 03I13I2025 µ DATE: 01IXV-Z BY: ARNOLD O RAMIREZ TSBPE: 1-3888 BUILDING INSPECTION DIVISION: DESIGN HY: LC RELEASE DOES NOT APPLY TO CONSTRUCTION IN cut vyMgN: DpNNY O EASEMENTS OR PUBLIC RIGHT OF WAY. a..vm+v JOB NUfvIDE1t TBD ALL CHANGES MUST BE APPROVED. BcwiE: 1/a^=1. ROOF DECK TRUSS LAYOUT REv sforvs: -- REPREB[MS L[FT END OF TRI158 <. A AS DEPICT® ON TRUSS DRAw1NG DATE: REMARKS: NOTES • IMPORTANT— DANGER LEGEND HATCH LEGEND 11112G, AePRovA s 1. Nstomer u respomible to verify that the Product Builders Fuss 3 R is the respomiI of fe custome, builder, build'mg Adj-truss spacing as -nivu ro avoid ell plumbing drops, S. This placement diagrem u for Iecehov and B vmg puryvses (A) LOS. W) FA BEAM I LEDGER Source Is providing is approved far efl d—ioval and desigper, omitted ar FOR to specify any recessed lighting f place flues. and HVAC dlstwork. Do NOT cut alter, or ONLY Lu9flehov and bracing is fc respomibflity of the Stronabac C Bracine _c.� ev�eenvg requuemmts needed far the str .o as weft vs locutions, HVAC requirements, andlm mechmieal chase sizes drill ANY avucmral membrr of a vuss uWess specifically builder. Please refer to Ne BCSI for bnc�iug Mchviques and It is recotuatended that trusses are braced With a AHNLVUM 2x6 Strongback (J LUS26 (3) E4T. BEARBJG WALL g all 1-1 and mumciI staNtes m We lace — Ne and —hvos. Roder vv chdumxtavices u Bmlders First Svame pomitlea by the wss desige dreazvg. recemmevdativns. pmJec[ h being built. BES dues - perfml hwlding desgn, ropvn ble for hghEI inrerrerenees, ductwork, or mechanical every 10' (at vertical or added block) and/or as directed by the FOR or Builder � HUs26 as) ®xvnc 1 sroRAce only eompovmt d.w o dhanM by the cusmmtt budder ehusea odes re 6 are CLEARLY speclfiad AND fi Trvssea avd/m beams are voi deigned m a.p 1 masonry 9. Do not veil or screw through horizwtal aphce plates of flam ESPEC7.9LLY over large open areas for ceiling uniformity. regisler� arautaa ac Engineer of Retard Rv the Rojeal. —dWaled wild B -W vs Firs) Source P- Iv w Cbnemiw of v y kind Lintels or older mawmy suPpaRs are to be busses (0) HGUS2fi-2 (51 O MECHANICAL CHASE cited and provided by others. SHEET 2 Bmlders Fuss Source Is not responsible fr determlmng whether 4 Under na chcumrtences is Builders Fmt Source m their Iruxs 10. clO efl fastener holes W h= with I. s types spmtiad m Boftwn chords should be leveled prior to onaching bracing and (E HGUS28-2 (0) GIl2DER TRll55 the smu.M1ure built by moans of mmponrnts md/or unginttxwg cvgmev the EVEjveer of Recoil t'or ANY proje0. 2. Areas val covered by busses are to be field Named by others tbe .F.,ovdmg hanger able. Refer I. Simpsw Strong Tie FT1 suPPhed by Bvflders First S] vrenx stale, worry, catalog for tables. 5110/lid be installed during /YilSs erection per BCSJ B7 reCO/linlendat%O/IS. F TIIDHdia (d) STEEL I -BEAM a tyr, xdlor maaisWalhy ceder. agaladoax. or aaaeaaaars. �