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Home My WebLink AboutTH2024-004446City of Grapevine #SYSTEMHAUSE Residential Energy Compliance Path 'u101N45O`""; B01DING TEXAS Energy Code Requirements of the 2021 IECC (IRC) as amended �mnn�sa n�." Submit with application for either p'mmn 0 A building permit OR ❑ A Certificate of Occupancy Project Address: 250 E. Dallas Rd., BID. 7, Unit 25 (Ph2), Grapevine, TX 76051 Project shall comply with one of the following: ❑ Option #1— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104) 9 Option #2—Total Building Performance Compliance: Section R405 (N1105) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2 ❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table IMBI 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 Mandatoryrequirernente 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. v 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 committee of the North CentaI Texas Council of Governments (NCTCOG).hums://wwwoctcoe.ore/envir/reeio I-bwldin- rcolodamendments. RECEIVED_ 12I92024 24-004446 "Grapevine Brownstones" 26o E DAI_I-AS ROAD BLDG ], UNIT 125 TOMHOME CONSTRUCTION Single Family House Energy Report Project Details Project Name: Cadence_Grapevine Brow Builder Name: Cadence Homes Builder Phone: 214-341-0058 Builder Email: stan@systemhause.com Address: BLD.7,Unit 25 City: GRAPEVINE County: TARRANT Zip: 76051 Certificate #: 1341999 Date Issued: 11/8/2024 Notes: <<<Phase 2 »> William S. Folsom, LEED AP ICC 5211469-7 Emissions Reduction NOx: 3 lbs. Sox: 6 lbs. CO2: 5,194 lbs. 24% Above Code This single family residential project was found to be In compliance with the performance measures described in the 2021 IECC with R408.2.3 Reduced energy use in service water -heating option (DHW UEF greater than or equal to 0.81) as calculated by the Energy Systems Laboratory, a division of the Texas A&M Engineering Experiment Station using IC3 version 4.6.1 ENERGY SYSTEMS LABORATORY OF TEXAS A&M ENGINEERING EXPERIMENT STATION The values produced aregenerated by the DOE-2 building energy analysis program. These values do not constitute a guarantee of actual energy usage by ESL or TEES. IC3 performs the hourly annual energy csculatlon N accordance with the International Energy Canservallon Code Section R405, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of the heating/ cooling system. Authorized Signature: �k 1��:: <9�ouro"cas Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence —Grapevine Brownstor Pagei of3 General Numberof Bedrooms: 3 Wall Cavity Insulation: R. 23 Wall Continuous Insulation: R. 0 Orientation: North Windows SHGC: 0.25 U-Factor. 0.35 Roof Cladding Type: Composite Shingle Radiant Barrier. Yes Sealed Attic: No Rooflnsulatlon: R-38 Attic Ares: 1057sq. ft. Cathedral Ceiling Area:0 sq. ft. Flat Roof Area: 0 sq. ft. Wal I Area Nest to Attic: 0 sq. R. Foundation Foundatlon Type: Slab on Grade Foundatlon Insulation: R- 0 A/C SEER: 16 Tonnage: 5 Project Information Structural Floor 1 Exterior Finish: Brick Floor Area: 469sq. R. Stud Type: 2x6 Floor Wall Helght 10ft. Stud Spacing: 16 in. Front Side Length: 22 ft Right Side Length: 23ft Mechanical Front Side Window Area: 39 sq. ft. Right Side Window Area: 0 sq. R. Fron[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:0 sq. R. 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: 1057 sq. ft. Area over Unconditioned: 588 sq. R. Fraction Outside: 0.9 Floor Wall Height: 12 ft. Duct Tightness Test: 103 @CFM25 Front Side Length: 22 ft Right Side Length: 42ft Supply Duct Insulation: R-6 Front Side Window Area: S] 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. R. 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: 0 sq. ft. Floorwall Height: 1 oft. Water Heater Front Side Length: 22 ft Right Side Length: 47ft Water Heater Type: Natural Gas Front Side Window Area: 60 sq. ft. Right Side Window Area: 0 sq. ft. Energy Factor: 0.81 Front Slde Shading: 0 In Right Side Shading: 0 In Size: WA Back Side Length:22 ft Left Side Length: 47ft Burner Capacity: WA Back Side Window Area: 58 sq. ft. Left Side Window Ares: 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 1,007 0 1,265 0 185 0 173 0 2,784 0 3,341 259 0 423 0 97 0 97 0 360 4,064 520 4,867 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 MOITeko RE: UNIT-16 & 25 MiTek, Inc. 400 Sunrise Ave , Suite 270 Roseville, CA 95661 Site Information: 916.755.3571 Customer: Project Name: UNIT-16 & 25 Lot/Block: Model: Address: Subdivision: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: IRC2021/TPI2014 Design Program: MiTek 20/208.6 Wind Code: ASCE 7-16 Wind Speed: 115 mph Roof Load: 135.0 psf Floor Load: 75.0 psf This package includes 45 individual, dated Truss Design Drawings and 0 Additional Drawings. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 R85361625 A01 11/15/2024 21 R85361645 F01 11/15/2024 2 R85361626 A02 11/15/2024 22 R85361646 F02 11/15/2024 3 R85361627 A03 11/15/2024 23 R85361647 F02A 11/15/2024 4 R85361628 A04 11/15/2024 24 R85361648 F03 11/15/2024 5 R85361629 A05 11/15/2024 25 R85361649 F04 11/15/2024 6 R85361630 AOSA 11/15/2024 26 R85361650 F05 11/15/2024 7 R85361631 A06 11/15/2024 27 R85361651 F06 11/15/2024 8 R85361632 A07 11/15/2024 28 R85361652 F07 11/15/2024 9 R85361633 B01 11/15/2024 29 R85361653 FOB 11/15/2024 10 R85361634 B02 11/15/2024 30 R85361654 F09 11/15/2024 11 R85361635 BXO1 11/15/2024 31 R85361655 F10 11/15/2024 12 R85361636 BX03 11/15/2024 32 R85361656 F11 11/15/2024 13 R85361637 BX04 11/15/2024 33 R85361657 F12 11/15/2024 14 R85361638 BX04B 11/15/2024 34 R85361658 F13 11/15/2024 15 R85361639 BX05 11/15/2024 35 R85361659 F14 11/15/2024 16 R85361640 BX06 11/15/2024 36 R85361660 F15 11/15/2024 17 R85361641 C01 11/15/2024 37 R85361661 F16 11/15/2024 18 R85361642 CO2 11/15/2024 38 R85361662 F17 11/15/2024 19 R85361643 D01 11/15/2024 39 R85361663 F18 11/15/2024 20 R85361644 D02 11/15/2024 40 R85361664 FF01 11/15/2024 The truss drawing(s) referenced above have been prepared by Nhlbek USA, too under my duet supervision based on the parameters provided by Builders FustSouroe (Carrultlon,T)Q. Truss Design Engineers Name: Hernandez, Marcos My license renewal date for the state of Texas is December 31, 2024. Texas COA: F-12513 IMPORTANT NOTE: The seal on these moss component designs is a codification Nat the engineer named is licensed in Me jurisdiction(s) identified and that the designs comply with ANSI/TPI 1 These designs are based upon parameters shown (e g., loads, suppers,, dimensions, shapes and design codes), which wem green to MTek. Any pic ect specific information included is for MTek customers file reference purpose only, and was net taken into account in the prepamhon of these designs MTek has net independently verged Me applicability of the design pammeters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and propedy incorporate these designs into the overall building resign per ANSI/TPI 1, Chapter 2_ COR F-12513 November 15, 2024 1 of 2 Hernandez, Marcos MOITeko RE: UNIT-16&25- Site Information Project Customer: Project Name: UNIT-16 & 25 Lot/Block: Address: City, County: No. Seal# Truss Name Date 41 R85361665 FF02 11/152024 42 R85361666 FF03 11/152024 43 R85361667 KW01 11/15/2024 44 R85361668 KW02 11/15P2024 45 R85361669 KW03 11/152024 2 of Subdivision: State: MTek, Inc. 400 Sunnse Ave , Suite 270 Roseville, CA 95661 916.755.3571 Jab A., �Tvss TYW UNIT -16825 A01 ROOF SPECIAL SUPPORT BUllaers HeAS xee(Csm ,T.), cxmoBon, Tx - d, 'aa 11 2 'F= I 1PN J IUf 56�� )) R85361625 Job ReferencGlgg)s0i�, Ix Thu Nw 141450362➢24 Page 1 630s 26ID24MReeiifisB IOVUBmmGYgWHs%c6NNys8XBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJC'Jf 66U 66U as II s a 6 T b 5 a4 II Rd II Axe= ua II I PMIe OtiieofXYl- 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 W BC 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% LUMBER- BRACING - TOP CHORD zxa SP 165OF 15E or2x4 SP No 1 wzW SP SS TOP CHORD Binomial wwtl sheaddng 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 AIIupI1ft100lborlessa tint(s)8,5e ep16=-1630(LC30),T=1663(LC27) Max G2v Aire ioW2501babss MlolM(s)8,5e pt6=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, VuI=115mph D, scandal gust) S VasOimph. TCOL=6 Opst, BCDL �=6 0psf, hft. B-MIL L=MIR Cav�2ft Cat ll; Exp C; Enclosed. MWFRS gineclunag add CC Calrel(J) zone, Cantilever left and right ex(wsed. end vertical left add MM More DOL=1 60 IsdW V,C-0formem0. add Was 8MWTRSfissonly For MW;eu s towd(wAD uadsm altrip wud (romlal to Ne race), see SYaMam lndusby ForslWrasFer ),s 27 Truss aus oe Ne M1r! Gable End D as or buMm. ANS as app11a nmle guaried buR]ug designer as pu ANSIrtPI 1. mme 3) PmvNe Meguale021rege prua ut r pricing Wordcadn""Frm, a) Gabled beres wnbnwusbmume Wee ceaccru 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 nyollcerlrvebads. T)TMS loadnonCnn j G,IS+ truesI dendesgned braind inaflamasth bMor200psroniM W[um Uatl In a8 areas v.Terea reCGngle3b01all by 2-OO vnde 8)'Tbl T200p o beeollnum id / A MM,mlas wleMbetween We M(Wmcnord aM anrmcer memcem_ a.a 9) Pmvue memankal tonne on (by mN s) orbuss W Ma pbte Capable mvnMb Wmg ioo Ib up10I atpmME) B 5 except (Vim /...............................I 6=1630,T=16W /MARCOS A. HERNANDEZ 10) This wss has been desgnes for aRoal deg bad or 300 pft Lumber DOL=B 3N Poo, gdp DDL-D 33) Connect Was to resist /••••••• ........................• drag leads along remain, Chem Man ALTO W 6-1-0 for 3000 M 1% 113878 .—. COR F-12513 November 15,2024 ,wA GV"Ms,paMmetrmalaREADNnTeanNHISANDIN«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 SaMytw5a,Mdn �pue rmmve snoM�etaumog component pamu �Ovw+.' eommmnenaom) 916753571uM1,TE Jab - UNIT -16825 N/III Am02 ers Haace GuidrslS(Cana ,TX), 12xa It 5a.s T Type " PN R85361626 Ja kClnsetl 2 1 Cano6bq TX-5006, [p j 630s 262024 MReKiKdLsOiAS,Ix ThU Nw 1414503]2➢24 Pagel ID:VuMn YgWHs NHysOMmnR7F WsB7OHg3NSgPWL6 3ulT GMDo7J42JCs1 a2o sau azo a20 025F1-2 3m@=r141 a4 = 2 3JI^ u 4 as = LOAOING (ps1) SPACING- 2-DO Can. OEFL. In pbc) Well W PLATES GRIP TCLL 10D.0 P6te Gip DOL 1c0 TC 042 Vedi T07 4-5 >993 480 MT20 2441190 TCDL 250 wmcer DOL 1 W BC 035 Verdi -014 45 >SD] 240 BILL 00 Rep Strgs Ina YES WE D28 Hiai 0of 4 n2 n1a BCDL 100 Code IRC202VFP12o14 Matrx- WinNLL) 0.00 5 -- 240 Weight 34 to FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1w2x4SPS5 TOPCHORD SrrcN2l waod sheathing directly applied. except end verhals BOT CHORD 2x4 SP 1650E 15E or2x4 SP No1 a 2W SP SS BOT CHORD RIgM telling directly applied. WEBS 2x4 SP No3'ExcepY 15 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31 REACTIONS. (sue) 5=05$ 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. Pq- Max CompMa,. Ten -All forces 250 Uld or less except Men shave. TOP CHORD 15=2821112, 3-0=295/116 BOTCHORD 45-36W6] WEBS 25 96382,23 889392 NOTES 1) Wind- ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsf, BCDL=6 Opsf, h-�f' OR, BAST, 1=40ft, eavoi Cat IL Exp C. ErcJoseh, MWFRS (dlreLLonaQ add CC Contain) zone; onablever led and fight exposed . end veNcel left and Mat ex,ronex -0for memdea and forces 8 MWTRS for reactions shoran, Lumher D01=1 Wprate gdp Di 60 2) Paund, adequate drainage to prevent rater pondeg 3) Ths ands has s horn designed for a 1D 0 psf hDdom tlroN live load nommncmreat with any other Irve bads_ 4) -This truss has teen designed her Ee'md of 20 Opsf on do, Isomer chard in ad areas wM e a rectangle 380 tall by2-Do vide veil Fd BeMmed the Ndam ctmrd and any other mental 5) Red, to ghder(s) for trues to truss cnnncxWns. 6) Pronoun,mechanical connection (by Nters) of Bass to tearing plate capable of withstanding tOD It up0a at pmt(s) 5, d ]) Thin doss desgn requires that a minimum of 7116" structural wood sheathing be applied directly to the Top chord and 12- gypsum shcehock be aWhed the" to Me hoBom chord n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ��ro'�ea� is gate wan,dr. MiTek® nzug u „aenafmniPrnunl evmain,e nor oin-c 1-H .1a,�,5,1,Mn l,os— Jab TnROOF Type Dry PIy QANm Bl' q R8536162] UNIT -16825 A03 ROOF SPECWt GIRDER 1 L Job Ret... 2'gq� ) Builders FirslSaace (Cart ,TX), Carto6bq TX-5006, 630s 262➢24 MRei fidLsOifs lx D. Nw 1414503]2➢24 Pagel ID:VuBm YgWHSXc6NHpBXOznnR7F WsB7OHg3NSgPWL6 3ulT GMDm7J4 JC]I 1T2 Gbtz 88n 1" 10 12-1. 1. 1b2 xim z-1-15 2-1-15 11-15 z-s] ® =t 253 025 12 .m = zx4 11 3xa = zx4 axs = .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 P61e Go, DOL 1 W TC 031 Ven(Ly C S "n >9YJ 480 MT20 24N19J TCDL 250 Lumber DOL 1 W BC 048 vmku) -07 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, 4 9=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�0fl; 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 a00p ti e load lrvebands. ............................ 6)Th6 truss itottomdroN truss has oeIn deslgxdnra the eadaha0ces the botmm toad In allareas wnerearecrangn3ab tae by z4ld wide s)' has bendeseignedfr thehinnoanavrtenlwMany youshe ;.MA DZ /MARCOS A. HER..... a 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 ctmN,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 mw9ueace rega tie x u i Om tl�msNm amPimrm l anJars0,Rmrmpon,iaShhynamm8m mC51111.ulc.s Jab mss �Tmss T" UNIT -16&25 R03 ROOF S"F ML GIROFR SuMW Firms—(Cauu ,Tx), cxrtoBlon. Tx - s086, LOFO CAM(5) S n0a,U 1) Dea . Rm1 Llve (0 Wnu ) LumOel ln[rease=100, Plate Ina as l DO Ung mLoMs(p0) Vert 1- 50,8-11=-20 Co¢ nMa Loaas poj Vert 10=2E75(F)12=1Oo013=1000 1 Py q [p�1p j R8536162] 1 630 s L 26202E..l 6 dI1 IV, Ix Thu Nav 1E 10503] 2M Page 2 ID VUBmd YgWHs NHysBM-s 7FILMSB7OHg3NSgP,L6 3ulT GMD.]JE JCW roea sa.ewan,se. MiTek® tr.�m� Jabvss Type Dry Ply R85 61628 DNIT-16825 A04 �Tvss MohwpeN 2 1 JobReterenre/yMpnalj BuiMers HaSeu'a,Carta ( ,TX, ) Caroft, TX-5MS, 630s 26ID24 MR Ix ThU Naa 141450382➢24 Pa 1 W ID VuMv YgMHs NHpOMmnR7FI sB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'21 29-0 S2A ]$8 10.tA 12a-0 15-0-0 29-0 3 28 2d8 1. 2d8 2AU a =121x bx rz 2 2 4 2.4 II LP i 3 4 1 ,q 1i6Y8 - 5v8 - -4 II ss - 3xa II 1 9 IVI 5x8 - 8 5>5 = 1 1.. 114T 18 4110 S2-8 LOAGING (psi) SPACING- 2-DO C51. OEFL. In (bc) Met Ud PEAIES GRIP TCLL 100-0 Plate Gip DOL iC0 TO 043 Ved(LL) -016 310 >999 480 MT20 244/190 TCDL 250 Letter DOL 1 W BC 079 VeMCR -021 310 >839 240 BCLL 00 Rep Strgs Ina YES WE OW Hoo(CT) 007 8 Na nh BCDL 100 Code IRC20217F,21314 Matti WIM(LL) 005 S10 >999 240 Werght 81 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1aWSPS8 TOPCHORD Shu[Nml wood sheathing directly applied. except end yerhals BOT CHORD 2x4 SP 1650E 15E or2x4 SP No 1 a 2W SP SS BOT CHORD Mind ceiling directly applied. WEBS 2x4 SP No3'ExcepY 1-11 2x6 SP 2400F 2 0E or2a5 SP DSS or 2x6 SP M 31 BeACIIONS. pae) 11=058,8-0 8 Max Horz 11=81BO9) Max Uplid 11=1vdLC R, B=-109(LC 9) G Max 2v 11=2019(LC 1). 8=2019(LC 1) FORCES. (M) - Max mpMax Co.bF s . Teo- All 250 Md orexcept xTovm en sb_ TOP CHORD 1-11�35AEI 2�3139/8CQ 3d=3738810, 45=-357Y]79, 56=$S@R83, ]�088] BOT CHORD 1011�431, 9 to- 96114051,&9- 112249 WEBS 211=282&'6502-10=$1]11601,&10�9911]3,41 D—D 113$4-Y-62311 85, 5-9-5&Vm %7,6-9-940fl6re 6-E=2738645 NOTES- 1) So it ASCE 7-16, W8=115mpb (3seccnd gist) VasdSimph, TCO1=6 Opsf, BCDL=6 � Opsf. h0tl; B-45fl, L=408; eaW,5ft, Cat IL Exp C,Enclosed, MWFRS(dlreari ant CC Caner(3)Ase, onbleyer left and right exposer, end We Left ant right exposed;CL Mr members ant faces 8 MWFRS fir reactions sbgyn, Lumber DO1=1 SO plate grip DOL=f 60 2) Truant, adequate Manage To prevent rater ponddy. 3) Thes Nor designed for a 110 pef Wftom clan,! rive load norawncurteht with arry Ober live bads_ truss has 4)- The Wss has been designed for a We land of 20 Opsf on the read clad in a0 areas wMre a rttUngle T60 to®by 2-OO vide \`l wfl, belw,en me honour rnom ant am other meanders OF TF¢911 5) Pmyge mechanical connection (by Was) of boss to llearilg plate capablecdVntbstaMmg MD IN uplm atpnnt(s) except (t=b) tptE • 6) The Buss design nMmum be direct, to Me top 10' realitiesNm od sheathing cN and um at a af]/ib" strucbmmodapplied gyps ecly � shcehock he applied dy" to Me Whom chord f A ; ....:......................;.... ;MARCOS A. HERNANDEZ 1...•. 113878 i... COR F-12513 November 15,2024 ,wA �dp.�metrma4n��Tesn.re5 nLnan.nexnerene.eeP.e.,.,,m.1-3aernneuse. �asro MiTek® ny 9ueance rega title fir. pmw.s u ww msH .sO ouaihycn amtiwnalwm'ePtrnunl andacsiau, ageomp,-io Soolyln moon �pue rmmve snoM�elauMog component pamu �Oa+.' eomm�enaom) srci51nI1.ocAs— Jab Tn « �J. Type Ory PIy QANm Bl' R85361629 DNIT-16825 MS Ja kClnsetl 6 1 Job R1.ff Gip ) Bunkers Door —(Carr ,TX), Carrox TX-SDO6, 630s 26ID24 MRei iKdLsO�F's Ix ThU Nw 141450382➢24 Pagel ID:VuBmd ygmHs NHysBMmnR]FI .B]OHg3NSgP,L8w3ulT GMW DaOJ4 JC21 Z81 1.11 7S4 Ant IIR-] lbto-e 281 2d9 2d9 2b9 2b9 L.I sale-124 o2fi FIT as= 2x4 II &4= nor II On = 2. II 2m ll 2 3 4 s 6 ] yl o E ✓11 Sol = 5v8 - sr8 so-n so-n LOADING (ps1) SPACING- 2-DO C51. TCLL 100.0 P61e Gnp DOL 1 DO TO "I TCDL 2s0 wmcer DOL 1 W BC 074 BCLL 00' Rep Str,a Ina YES WE 0]6 BCDL 100 Code IRC2021rtP12014 Mafia AS LUMBER- TOPCHORD 2x4 SP 1650F t5E or 2x4 SP No 1 a 2w1 SP SS BOTCHORD 2x4SP 1650F t5E or 2x4 SP No 1 w WSP SS WEBS 2x4 SP No.3'Excepr 1-11 2x6 SP 240OF 2 BE or 2xS SP LISS or 2x6 SP M 31 rOca ex 141(O S 11 GEFL. to (bc) Web HC PLA7 GRIP Ved(LL) C 4 3t0 >993 4W MT20 24V190 Vat(CT)0 t9 310 >9m 24a MUCACT) 006 8 Nor no WMNLL) 004 S10 >999 240 WmgM 79 to FT-2 BRACING- TOPCHORD Structural wood snealnng directly applied. except end verticals OOTCHORO Rlgld ceiling directly applied. BeACIIONi (sine) 11=058, &McrOannal Max Roo, 11=81B09) Max Up118 11=103(LC B), S- lD6(LC 9) Max G. 11=195MLC 1).8=1958(LC 1) FORCES. (Ib)-Max Comp.Mlax. Teo- All fires 250(N) or less except xTen sboWo TOP CHORD 1-11=325M, 23 51STM, 3d=3518075, 45=-.3358rr4], 56�36]/r51, ]�299/86 BOT CHORD 1011�11228],9-10=-9 825,&9- 272124 WEBS 2 1 1=268,5635, 2-10=30V1524,&10�169.410-398/128,4-�901179, 5-'—Me /164, 6-9-32W1602, 6-8=2611V625 NOTES- 1) W it ASCE 7-16, Vu8=115mpb (3seccnd gust) VasdSimph, TCO1=6 OpsE, BCDL=6 DpsY. h,30tl; B-4511, L=400; eav,5fl, Cat IL Exp C. Malosed, MWFRS (dire tionad add CC GAMMES) zrne, oni llever left and ngbt exposed, end veNal ER and add expcse ,CL nor members add tares 8 MWFRS fir reactions sngm; Lumber DOL=160 plate Me DOL=160 2) RwMe adequate dralrege to prevent rater pondmg. 3) T s truss has ran designed for a 100 psf bo0om mon! live load noncr ncunent with arty odor live odds_ 4)- Thls race, bowl designdfor a Eve lead of 200p9 on the Whom chord In a0 areas wlcere a rectangle 3 0ME by 2-Do unite WN fit between Me Whom clad art add aotter memcers 5) Re er Io glyderts) drwss W buss connections 6) Prwlde mechanical connection (by Editors) of Bass W beamg plate capable of werstaMing 10016 trafft at jolnt(s) except (1t=m) 11=1w,8=1 Be ]) The truss dexcu requites Mat a mdlmum Ed 7PIV'sNshin d wood sheathing be applied M exMt In the top cnod and I2' gypsum sheekock W applied dirra, to Ode WOom chord n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jabmss Noss Type Dry PIy Bl' q R85361630 DNIT-16825 AOSA JACK-CLOSEB 1 L Job ReterencGlp� ) Builders Fird ce(Carr,TX), Camara, TX-5006, 630s 262➢24MRei R2L 1''s I— R. Nw I 1a So. 2R24 Pagel ID VuMm YgWHs NHpOM-nR7FI sB7OHg3NSgPWL6 3ulT GMDo7J42JC'21 2 R 5 11 R5 < an a 12-21 L-ID8 2. 2 49 14 a 14 S 249 2E-1 s®I.-1245 02 I 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. (site) 11=0.58, B=Mcrlmnlral Max Hox 11=2819) 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)Wrdl ASCE 2-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 rectangle 3b4 tal by 2-DO vide /^^t^•••...................... vn®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"shudumlwoodsheMhingbeapprrewdhedlybNeMpcb wdl2"gypsum 11\ sheeWdt r, applied drrecny to the bottom chord SS/ONAI"'G`� 1In Hangem) or other Conneclpn 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 dwrce(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« �Tvss TYp UNIT -16825 N/mMSA JFCK-CLOSE. SuMW FrslS—(Ca ,Tx), Cauo n, Tx- s086, LOFO CAM(5) S n0a,U 1) Dea . Rml live Lu.O , ln[rea -1 00, Plate Ina .a l CO Undmm LoMs (pin Vert 1- 50, 8-11=20 Co¢ nMe Loaas poj Vert 12 two l�l000 py Ply q [p�1p j R85361630 1 630 s L 26202E..l 6 dI1;V, Ix Thu Nw 1E 1050392M Page 2 ID V.Bv Y9WHs NHysBM-s 7JM .B7OHg3N59P,L8w3ulT GMD.IJEJCW roea sa.ewan,se. MiTek® tr.�m� Jabvss Ory Ply R85 61631 UNIT M&25 A06 �TvssType ROOF SPEChIL SUPPORT 1 1 Builders Hrsl3aace(Carta ,TX), Carto6bq TX - 5006, Job Reference/pgpnaljli- Tbu IJ-1411.392➢24 Rode1 630s 262➢24 MR ID:VuBm YgWHs NHysBM-s 7FI .B7OHg3NS9P,L8w3ulT GMD.IJ4 JC'II 14 1. 141. ® =1245 Bras FiT M4 2x4 II 2. II Nor I12_ 3 4,a, 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 Ofise,o CKY1 112"T"T11140"O SOI 1TENXT80.3N 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 1 do BC 016 Ved(CT) Na - Nor 999 BOLL 00 ' Rep Stru Ina NO WE 0 % Horz(CT) T 01 10 Nor 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 a2WSPSS TOP CHORD Shualu2wstation, dod stn, director ly applied 6-0-0 pu CC dins, BOTCHORD 2x4SP 165OF 15E or 2x4 SP NO aw SPSS except end veNcels. WEBS 2x4SP o N3'Es"i BOTCHORD Rigid telling directly applied or 6a 0 oC Mating, 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.,less joint(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.Tert-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�45/29], 1314�01/3]6, 12-13�9]l8]2 6-153939 82]/3]6, 1&-02 10. WEBS 511=108]/1101,]-12,496/1B0,6-13=1TVY114Z 514-501/18y,415=-1132/1118, 3-16-�`222052-P-47(od$2-16=-150711553,4-04=152&fl54$6-12=-15050515. 810=1321/1331 \\\� 0F•TFx� NOTES FtpSE 11 1)W it ASCE]-i6, Vu8=115al(3Ssxdrd gust)VaMdIRrph,TCOL=60psf,BCDL=60pst,t�Ofl; B-15$. L-MIE eave=2ft, Cat j G,J.• f �) IL Exp C.Endlosed, MWFRSMixecllonad mM CC Caner(3)Aae, cantleverled and right exposed, aid wMad left mM Who expcsajCC(or memCas add forces & MWFRS for reactions strand, Lumber OO1=160 plane grip DO"ED 2) Tress desgned for vied kedsmtlleplalreofthe Wssonly_ For"sex(wsedtomnd(l alto8re Xsee StaWaMindus8y /••••2•••••••......•••••••••2•••• Gagne End Defads as apprable, or consuflqualified wlamg designer as Per ANSVTP11_ /MARCOS A. HERNANDEZ 3)Pmvlde adequate d"Mage no pmvent y2Rr priding ••••p••••••......••••••.... ••• �l 4)cable acquires mhtinaous around mom hearing _ 5) Tres lace fury 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 to 1 G; 11d ]) The buss Inds ceen designed! for G for a 100W Whom c1wie load nonconcurat with any order lose Ranks SS/OriAl'�' E7• This Buss has teen designed for a We bad of 20 Dog on then m chord In all areas where a rttflngle 3 tall by 2-0S vide wN M refined Me Ielmm chord add a, ottcer, membms_ 9) Private Mechanical conaechon(by oh"RU of Bass To team,plate Capable of withstanding 353 toupift atpot 18, 982M upYfl at COR F-12513 )omt T), 998 to armal pant fl1 [O281b upr8 of }tch 1$1041 to upift a joint 13, 1010 to uplift at pant 14, 1024 to upr8 at joint 15, 953 N uplift at ant 16 and 638 toupffi a joint P November 15,2024 AwRMMSV" 191ism—RmantREAR Nmasna,resANDWadO.nexREFERENCEPAGE .,.,,m1.,RMd3affnRedse. �nro MiTek® ny traog m%vmn> wined 9ueance rega title �� u ww msN ouaidyen amtiwnal-ER'noian) a,dacslIR,Ra,Co,p,neMSoROl i-xa- m�mttle fiom Ye S6oM�erauMog compvrenr panda �Ovw+e' eomm�enaom) .,a155I'llmxlY.E— Jab ITn« �Tvss Type Ory Ply tl/T R85361631 UNIT -16&25 M6 ROOFSPECLALSUPPORT 1 1 ( ) Job Reterenre/yMpnalj Builders FirslSaace Carta Cart00bq TX-5006, 630s 262➢2E MR Ix ThU Nw1E1050392➢26 Pa 2 ID Vu&n YgWHs NHpOMmnRIJi sB7OHg3NSgPWL6 3ulT GMDoIJO JCJI NOTES 10) This imss l as Lcen ctestgoect fora tNal tlmg IoW of 300 p0 WmL oOL=(133) P6@ gnp OOLji 33) Corneal Wss to rests[ Ogg tracts along Lollom eOON firm 0.OU to 141"for 3000 plf roea sa.ewan,se. MiTek® n ev om° nm -N m� ,.. e s,a,�,r;.1Kr=� Jab Tn .� �J Type UNIT -16A 25 N/III AmO] Ja kClnutl Bathers Firslsaaee(Canu ,Tx), Caromm Tx- 5006, 1,I 2 1112 1 .= City P R85361632 1 1 j Job Reference/p.�Is0iA5, Ix Thu Nw 141450.402➢24 Page 1 630s 262024MD ID:VuMn YgMHs NHpBMmnR]RTC'MSB7OHg3NSgPgnL6 3ulT GMDa7J4 JC' 9-8 # 12 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 mss �TMr. Tyro UNIT -t6825 801 RaNSpeoal Builders Firslsaaea(Cauu ,TxTx ), cauoli - so06, 2-510 2-5 0 .4- 2 1 8 pry Ply j R85361633 3 1 Job Reference/p.�11s0iA5, Ix Thu Buy la 145P40211 Page 1 630s 262024 MR ID:VuBmd YgWHsxc6NHVBMms 7Fi sB7OHg3NSgPWL6 3ulT GMDo7J4 JCs! b7-12 &60 438 025FIT 5xq= mmr-11]5 2.a II Ma II T 4 5 Lfi = ] fi .1. = EP N7 2 P3-a b]42 b7-12 LOFOING (pity SPRCING- 2-DO CST. OEFL. n (bc) 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 Ha](cT) 00 6 Na nh BCDL 100 Code IRC202VFPIM14 momax NS 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 Shuctrial 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. diesel 8=MeclNnrcal, GAdechary m 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-your CoWri Teo -All hopes 250 di or less except wlren shmvn. TOPCHORD 1d 2M 01, 23=13831378, 3-0 138]/385 BOT CHORD ]38811031, 6]=216/599 WEBS 2�132&4142-]=11]l6]53-]=]51261, 47=2651955, 4{ 12851425 NOTES 1)unbalancedo flN ba65I beencroskler manna¢ n. 2) W W ASCE ]-16; w8 115mph (15 gust) Vasd lmph, TCDL=6 Dpg, BCDL=6opsf, h-�f' k BA5fl L= , eav 5H. Cat IL Exp C. Endoseh, MWFRS(dlrecdonaQ add c Comer(3)zone; carbleverled and right exposed , end veNcel left and' Mat expe,mi mor membea and forces 8 MWTRS for reactions shmvn, Lumber D01=160 plate grip Di 60 3) France adequate d2iwge to prevent rater minimum 4)This truss has ern designed for a 100 psf bottom droN live load announcement with any other Irve bads_ 5) -This ones has been designed her Hap, lead of 20 (hof on the Cotbm chord in au areas wM e a rectangle 3b0 tau by 2-DO vide poll Fri between Me hero. could and am, Dina members_ 6)Roder to gime(s) names N tmss conceckens. ]) Pmvlde mechanical connection (by Nnmed of Mass to beading plate capable W withstanding 70 lb upod at jolts 8 and]3 to uplld A j0In6 8) Trot Wss deign requhes Nat a minimum N]/i6"snuctr2l worm sheathing be applied d8etlly to me top chin and i2"gypsum p•.......... sheebock be applied t my" to e Wdom chin* chi / /MARCOS A. HERNANDEZ% �...... - .38.7- .....:... 1 1...•. 3878 :... 1 COR F-12513 November 15,2024 ,wa fi w nrnn.mmetrnanan��Tesa. res rh Lrarnnexnaene.eeP.fie.,.,,re., ,expelME, �aro MiTek® ol—�a, umw umw 9ueancerega�Jtleap u msH s� .pVT ouaiy'cn amtiwnalwm'ePhmtunl and acsi Bumps comvonem surely hmmmp0on �pue rmmve saueanhsumogcompneuh paauu �Ore+a' eomm�enaom) are ]ss1nllunews— Jab ITn .� �Tmss TYpe UNIT -16825 N/0m02 ROOFSPEChll SUPPORT thunders Flrslsanee(Csmn ,Tx), cxrtOBon, Tx- 5006, 8Ad 8-0d an 12 pry P R8536163d 1 1 Job Reference/pgpnalj Ix Thu Nw 141450.412➢24 Page 1 630s 262➢24 MR ID VuBm YgWHsxc6NHpOMmMIFI sB7OHg3NSgPWL6 3ulT GMD.IJ4 JC'/1 438 139 .,t II 2. II 2 3 4x5= 4 12 11 al 9 .11 firs= a. II r.xi LOADING (psi) SPACING- 2-0 C51. GEFL. In pbc) VdeB Ud PLAIES GRIP TCLL 1000 P6te 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 sOeaNing 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=1204(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 wlven sbwm. TOP CHORD 112 I21111151, 1- IDKV10 g. 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, ROOL=6 OpalL, br,300, B=45ft, L=MIR, eavC,2o Cat. IL Expo Enclosed. MWFRS(ducclonia and C-C CcECCO)zone; canbleverled mN right exposed, end verial eft add obt exposed,C-C or members addforces B MWFRS or reaclons they, Lumber DO1=1 SO poo grip DOL=1.6o OF �,<,pS.F•• 3)Tmss desg V howled badsmibepineoroe 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 tocehaysbea F00m one fare ors«very b2ced against eteral movement (teal®gonal web). /.M•••••••................DEZ 2 T) Gabesodsep«M htz33«. /MARCOS A. HER..... 8)The Wssles Vman desonMtwa 10s g1bonwn Wwdnteload with offer ebatls. ••••;••••••••••••••••••••••;•••• benonco«mreht areany ncrea bra We othrP200pslon the, Wlldm chord In aN areas wTerear«Ungk 3bOtat by 2-DO vnde 9).1IS imharen 0. efforn Chord er humnoters / .� 11.38 %a (�1P </CENSE�: 10)Pmvoem«bneiimnn«rwn(byotbeB)of stobeanngplateayebleotwlll 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 rwatooltlag load of 300 plf Wmbco DOL=(133)PN@gnp DOL-{133)Cml ttmss to ResResods ding bads along botldle cnwd imm TO to 93E or 3000 PIT COR F-12513 November 15,2024 Aw4 G V" 19nd—etrmndREAD NO,ESONHISAaD�LDDeD.nexREFERENCERACE .,.,,m.,dAER3 F EaE, �aro Mill no traog m%vmn> .weed 9ueance rega title �� u mw msH 0uaiy'en amtiwnalwm'.Ptrnwgl an4acslm,R,g Componem SxRulmmmxfion m�m¢tlefimmMSnoM�elauMog component pamu �Ore+.' eomm�enaom) .,a zss3A umou.s— Jab a 1 UNIT -16825 N/III BmX0 BuiWersFirsl3aace (Carta ,TX), �4 �Tmss mssType Flat GrtJx CanoBoq TX- 5006, tAi Ili \I� I1b Rx 51635 Ps J6➢1..1ulU P44RgeIB:VUBmdrGYgWHs%c6NNysBXBsnRTFIC'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 Boll) SP...N.- 2-0 C51. GEFL. In Bloc] Vdeft t/0 PLATES GRIP TCLL 1000 P6m Grip DOL 1 W TO 014 Ved(LL) C 6 >9Y3 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 Weight 37 lb FT-2 LUMBER- BRACING - TOP CHORD 2 4 SP 165OF 15E Dr2x4 SP No 1 w2W SP SS TOP CHORD 2L C W -0Crilns[ 14,, except end veN�ls BOTCHORD 2x6SP2400F20E 0r 2n6SP DSS0r2x6SPM31 BOTCHORD Rgld ceiling directly applied or l OO-00c Mxing WEBS 2x4 SP No 3'Ev¢pr IN 2,a SP2400F20Eor x SPDSS,a2x6SPM31 REACTIONS. hale) 8=058, 5-mealaNcal Max Boaz MLC 4) Max upM 8=105(LC 4). i--te3UC 5) Max Gray 8=139$LC 1), 52496(LC 1) FORCES. (Ib)-Max. Comp Mlax Ten - Allfirrept s 250 dig or less excewhen smman TOP CHORD i�i34]/i N, U2=98N88,2i219/101 HOT CHORD 6]=t05/9865b=109/1219 WEBS 4-7=12W1535, 2-7--fA61702s=40K]53, 3{ 7655$35=-1810/143 NOTES- 1) W it ASCE 7-16, Vult=lt5mph (3-second post) VasdSimph; TCD1=6 01ash BCDL=6 Opsf, h�OflMIR eavc= ; B=1511, L=50, Cat II; Exp C; Enclosed. MWFRS (dl eadmag, ca Meyer left and nghle ,pled, mtl WRs d kftana ngMexpoud; Lumber 301-160 plate grip DOL=1 SO 2) PmvMe adequate do nege In prevent water punding 3) The boss has been postulated for a 100 pat Whom cold me load nommoromm nl with any oam Irve bads. 4) 'This Was hasKn designed for a Ne bad of 200p9 ou the CotWm child In all areas xTere a rectangle 3b0 tall by 2{ wide wR M between Me Nfted chord and any olhrr members_ 5) Ruder M glyder(s) for Boss W lmss connecTKKos. 6) PmvMe mechanical connx9on (by Dumps) of truss W learn, plate rapabla NvnlhshaMmg 105IN upirl at pint and 183 to uplift at 1mm5 7) Graphical pupil representation does not depict the we Or the Orientation of Me puffin n along the top and/or COtloand 8) Han ends) ca other mmmchbn dirdirc s) shall be pornmed suMc nt to sup,r d concentrated bads) 7811b down and 721n up at 2o12,a"787 1, Conan and 701n up al 4812, add 10821n down and 78 1, up at 4-112 on Mtlom open The desgNselecamna su nconnection dewe(s)Is late re,mfdldy or ONas 9) In the LOAD CASES) section, loads applied to Me face of the Boss are must as fount (F) or back NN LOAOCASE(S) Standard 1) Dead +Roof five pW6nced) Lumina lnome a=i 00, Plate Increase,100 Uniform Leads, (put Vet 1d 250 s8-20 Concentrated 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-16It 25 BX03 �Tvss FIAT 1 9 Builders FhoQwm.(Carta N/m ,TX), CanoCbn, TX-5006, J Job Reference[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�1429SU, 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 memcer 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, VulQmph (15econd gus) Vosd- imph; TCML=6 opsT, BCM Opst. h=Wk 5=45$ L=41g; cave M. CRT M; Fxp C. Elide , MWFRS (dlrecdon er canbleyer left and fight ex(ased; end veltlal leg and DEBT exposed; LumOr 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) Thy Loss has been designed mr a 100 pet bogom clean hve load normuncurdent with any EARS, here ads. 9)' Thlsgusshaslrendesg VmralN dor20Apstoniheb mOl inaAareasx reare ngle Db gby200vnde will fit 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« �Tvss Type Ory IPIy N/m KI 9 R85361636 UNIT -16825 BX03 FIAT 1 J Job Re�erence[p�1p Ij OuiWers HunSwace(Cnro ,TX), CanoObn, TX-5006, 630s 26ID2E MReKiKd150VS,Ix ThU Nw1E1050.022➢26 Paget ID VUBvd YgWHs NHysBM-S 7 ICMSB7OHg3NSgP,L6 3ulT GMD.IJ0 JCW NOTES 11)Hangerpd or oNer connecllon deVlce(s) shai O pmvAed sulflclenito suppout concenMrb bad(s)(159In dawn at C-l", 1911 IU down and 122 In up al 0.t0.6, 6551n dawn at 2-1 Bd, 19M lb comma and 12610 up at 2-104,19%N doom and t2610 up at 41", 0660 I0 down at 4-108, 1195 b down and 9010 up a[ F1", 19M lb doom and 126In up at &10 4. 3073In davo add 180In up al 2-7b, 1195 In down and 90 A up at &10d, 19M In doxn and 1W to up at &10-0, and 1195 W doom and 90IGWat 10.10-0,and1938I0WonaM126bupal 10-10donbottom Mort TNedegWN k on Nsuchconnetllon Cevrce(s)Isi msponsNlldyofo8 m LOAD CASE(S) Standard 1) Oead+ Roof Llve(laalanced). Wmher lnvease=100, Plate In0ea5 l M London LOMs Urn) Vert: 1- 50, 813=-20 Concentraled Loads old 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) Ann-AI-r is �n �wan,se. MiTek® tr.� p ev om° nm -N m�1 e .,a1�I'lllhul K.=— (Jab ITC .� �Tvss Type Dry PIy N/m 8l' R8536163] ONIT-16825 BXO4 FIAT 1 4 Job ReterencGlp ) Builders FASaace(Carta ,TX), Carmatn, TX-5006, 630s 26ID24 MRei RdLsO�F's Ix ThU Nw 141450.432➢24 Pagel ID:VuBv YgMHs NHpOMmnRlJM sBTOHg3NSgPWL8w3ulT GMW D.]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 HT 521 2 5T 5219 3 � 5Z 4 ISZ 521 20 r,,, I* 2y iT 1fi 15 21 @ 23 14 24 13 25 122fi 2T 11 OR .10 = 5x12 MDeMR= - 7AR 6x0= 4x8= se. = PLY-T6PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) 13 REQUIRED FOR LOADS REPORTED m NOTES FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0148X S NAILS PER HANGER 3a14 ]-2i 10-F10 14 IS 17a-12 21A 3814 33fi 33 3 6 37-12 Till LOADING He, SPACING- 2-0U C51. TCLL 1M. PER, 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 FlFT 120t4 Matra: -MS LUMBER - TOP CHORD 2x65P240OF2DEor2x6SPOSSCr2x65PM3t BOTCHORD 2x65P24D0F2OEor2x6SPDSS.,2 SPM31 WEBS 2x45P165OF 15E or 2M SP No 1 or WSP SS'Excepr 1-t8,i0.11 2x6 SP 240OF 2 OF or 2x5 SP BSS or 2x6 SP M 31 2-17,3-15.4-14,&13,8 12 W SP No_3 OEFL. In (bc) Vdeft Oil PLATES GRIP VMdLL) o17 td >Mer 488 MT20 244]193 VEF(CT) -042 14 >601 240 Mi8AH5 MEW1]9 Ha](CT) 008 ii Na Na WIM(LL) 002 14 >MIR 240 Wega1: 6111b FT-2 BRACING- TOPCHORD 2TToc Wrtlns(6(TOmax) 1-10, exceplendsertkals BOTCHORD Rgld ceiling directly applied or 1 To 0 oc b2dng REACTONS. (size) 18=0.58, 11153 Max Harz 18=]2(LC ]) Wax G. 18=1o55t0.0 1), n=n816(LC l) FORCES (Ib)-Max. Comp RAax Ten-Allfirre5250gloorkssexcepletwosbood TOP CHORD 1-18=t013MU, t-2=166]MU, 23=284]Zb, 3-0=.M082/0, 45=33524N, S718-O6�201657 8-9=2011910 64 1121 2. 13= iSP=di66]4, 14-0Cr=0.284]2, t&14�/34M2 t2-13�/2]ID0 OM408 BOT 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=36W8, 312=0(13]50, 142NJ0 NOTES- 1)nYa 2) 4yty Russ to be conmxted together wlN 1M IS 131 NY) nails as follows Top Ulordsonnecled as tollaurs_2x6- 2 cae, slaggered at ITS Cc. rr chords Connected aTolkeis 1e rPSEOF'... F\t onnecled as Raises520 t uw at PRO oc, Except ember S132x4-2 rows staggered at 04-0to, member &122x4-2 � 9S CMs staggered at 05-0 OF i r7S: 1� AOacb TCw1jcCDam Wfts(ASTMA30T)Inmer meat memcerwM sMvsal CC eAT• •• A ABacb BCWcedem Wo (ASTMA307),n Mecentx.f NememberwMas rsat4U0o[ 3) N bads are Considered egnally appled W all plies, except 0 acted as Sort(F)or back(B) lace In the LOAD CASES) sermon Ply to %................................. ply Connections nave been pervaded to distribute only loads noted as or IN, unless mlerwree Yaraoted ;MARCOS A. HERNANDEZ 4)Wind-ASCE]-i6,Vu11=1 North(3-sxwld glst)VasdSimph.TCDL=6 Opsf,BCDL=6 Ops1. ha04 B=45r, L=400; eavc=5ft, Car •••• :..................••••;•••• ,IF II.Exp C, EMt, MW oseFRS(domoldinagrt(o . cantlever left and MIA exposed; Near Vel left add MIR exposed, Lumber 301=1 GO MIT 113878 ' (I1P0•�;: oequaleddmib </CENSE,0y :�1Q�i 5)PlmvaOe empreventeaterpondelg. 11l 6) AS pates are W20 plalg unbss concern, indicated_ SS/ONAI"'G`� T) Thn Nss Ies Mendesignedl alD0WWRomcl laveloadnoncomurtentwonany Neer INebads_ 8)• ThisbusshasceendesgntlMra Ev dof20Opsloni b mchm Ina0aoeasv.4weearectangle3bOMeby2-DOwde will fit between Me lnBom clroN alp an, Maw memcers_ nOn F-12513e R 9) Load case(s)1, $ 3, 4, 5, 6, ], 8, 9, 10, 11, i$13,14,15,16, R, 1B. 19, 20, 21, T2, 23, 24. 25, 26, 27, 28, 29 W, 31, 32 hasguv U LJ bonnerddM. Bulling designer must revtew bads to verify that they are onectrrthe intended use ofcols al November 15,2024 YwmiO murr_,UPPH dhcc nM daml Rm PR OT lo...... I TIME Conan alai Ore me anNor Mtrm Mor AeM Vfffy-91wm RmIldREsDNaTeaONTROMI)INCLu�aMRESREFERENCEPAGeMwNUno.,Dtfle rmT3E. MiTek® ny traog revm a wO u _Naewrmm nMeervomwTm:e Cirsy'en amtiwnalm+.'rPtrnunl ane aesomleme eomvonem serery lmo�m�6m Made Tmmme swnmeleumog comµnenl namueum Ore+.'aeomm ) gta]ssenvMnewsmn Jabvss �TvssType Ory PIy 8l' R8536163] UNIT -16825 8X06 FIAT 1 Job Reference/p Ij Milkers FirmSwace(Caua ,TX), Cartoaon, TX-5006, 630s 262024 MReKRdLsOiAS Ix ThU Nw 141450-E32026 Paget ID VuBv YgWHs NHpOMmnR7FI sB7OHN3NSgPWL8w3ulT GKWd Dm7J4 JCW NOTES 11) Hwgel(s) or other connection m,aee(s) snail be pmvAed sufficient to suppst concentrated bads) 509 to down add n Ir up W 7-312 503Ih down and 72lb up at 881$ 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 93Ib up at 18U12, add 1195 M dawn and 93Ib up at 20412 on boftom tlmN. The desgNsekclan of such cpnnMlon devr2(s) is Me 25pansMNly 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 lnW ciessc=i 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 13-24M5(B) 21=]2(B)22=]2QU 25=93U t2 MUU 27=93(B) 12) Dead_ Lumber Increa5e,0.9O Pate Mcrease=0 91) PR mekilC) 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=� Jab ITn« Type Ory IPIy R8536163] UNIT -16825 8X06 �Tvss FIAT 1 4 build—HiASaace(Cana N/m ,TX), Canoaon, TX-5006, Job Reference/p�1p Ij KI 630s 26282E MReKiKd 150iAS,Ix ThU Nw1E1050-E32026 Pa9e3 IDV.Bm Y9WNs NHysBM-m 7FILMSB7OHg3NStP,LBw3ulT GKWd D.7JE JCW LOAO D"Mill) Standar0 Und0rm Loads (p0) VM 1 5=E91, 510=-201, 1118=20 Ho¢ 1-18=22, 10-11E CrncenbatM Lmtls (Ib) Ven.13=2Ea5(B)21-471122-47NU 25-r](!Bd 6 4](B)2]=E](8) 1E) Dead +0 75 Rw(Lrve (Cad)+0 75M 6 MWFRS Wind (Net. Im) Rghd Lumber Increase=160, Plate Increase-1 60 dannad Loads UAU Vert 15=d91.`✓10=-20111-18=20 Horz 1-18�, 10.11=22 ConceMafM LcadC ding Vert 13=-2E05(B)21-07(8) 2Y47NU 25=E7(B) aA7U) 2]-0](B) 15) OCad+0 75 RmiLN, NaL)+0 ]5(0.6 MWFRS Wind(Net. lm) VA Patallen wmlaer Increase=160 Plate Inoeae=160 FORM Leads UAU VFRL 1�Z91. ✓10=-20111-18-20 Hoa 1-18=1110.11=n Concentrated Loads did Vert 13= ,!M B) 21--E7(8) 2Y-E](B72S=E](8) 26-a](B) 2]=E](8) 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 Lca05 (P,) VM. 1�494510=201, 11-08=20 Hmz 118=11, 10.11=11 Concentrated Loadspb) Vent 13=2E05UU 21=47(B)22--E7(8)2S 7(81ffi 47(13)27=47(B) 1])Odd+06MWFRSWMd Mln LMLumlM,r1m -160,Plate InoeasC=160 In'. Leads (pi) VM 15=-5()2,5-10=1211-18=-12 Holz 1-18=16 Gonrentated Loads pb) Vert 13=2E13(B)21=52(8)22--52(8)2S 7(!Bd 6 57(B)27=57(8) 18) Dead +06 MWFRS Wind Mon RUM Lumber lnoea,16O Plate n,FCase,160 llmtorm Loads (PH) Vert 1 5- 502, 510-1211-18=-12 Horz 10-11=16 CmceMrafetl Loans (Ib) VerL 13=2E13(8121=52dd 22=52QU 25b7(B)21c57UU 2 57(B) 19) ReVcvsal. Dead +06 MWFRS Wind (Poi Inlemal) Lett Lumber Inoue=160, Plate Increase=160 FOR. LMds (pill VFRL 1�-E6E, 52026, 10.20=17, 11-1 B=12 Horz 118=17, 10.1141 Concentrated Loads Ob) Vert 13=2985(B) 21=152(B)2 152QU 25 20UN 26=320(B)2 320(B) 20)ReNenal Lead! +06 MWFRSN d(Pos-Intennal) RUM LudderImrease=1 W. Plate Inoease=t 60 Nndmm LCatls (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(8) 22=152(8) 25 20NP 26-d (B)2]-320(B) 21) Rev at Dead +06 MWFRS Mind (N g IMemad Left WmL Increase=160. Plate Increae=160 Uniform Loads M VM iS Ml, 540-51, 11-1B=-20 Holz 1-18=2% 10-11-8 CrnrsNated Lmds (lb) Vert . t3=29T(B)21=1EE(8)22--1EE(8)25 12(8)26 312(B)2]=312(6) ZU Revcvsal Lend! +06 MWFRS Wind (NeI} b0emal) RUM Lumber InoeaeC160, Plate Iincrease,i W unttorm Loads (pit) Vert 1� 511 `✓10=.5111-18=z0 Horz oansdi 10.11=29 CmcemVerL 13-2 Ib) VDead=29T]1WRS-0ind(P lit"NUental 25�12(B)26=3t2(8)2]=-312(B) 23) Reversal. Dead+06 MWFRS Wind (Poi Inlemal) ist Pa211ed Llunber Increase=160, Plate Increae=t60 FOR. LMtls UAU VFRL 11-E66, 11111-26 -i8=12 Holz and=26,10.fl=26 concentrated 13w pb) Vert 13=29851WRS 152(8)2Y--052(8)25dP2rallel=mider1 TI=-320(B) 2E)Undo aL Dead+06 MWFRS Nfind(Pos-Intertvl)3rltl ParNl%. LumberinoCase=160. Pla@Increase=l 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 Pud20irlm -320(B) 25) Unif. aL Deal+06 MWFRS Wind (N g IMemal)151 Parallel Lumber Increase=160, Plate Increase=160 Unarm (pl vFM l) VM 1 5=-5E1,5-00,5111B= -i-20 Ho¢1-18=tE,10.it=1E Jab ITn« �Tvss Type 1 IPIy atl/m KI R8536163] UNIT-16&25 BX04 FIAT 1 4 Job Reference/p�1p Ij Builders Hi AS —(Can ,TX), Canoaon, TX-5006, 630s 262024 MReKiKd 150iAS,Ix ThU Nw 141450-E32024 Pa9e4 ID V.Bv Y9WHs NHysBXBSM]FILMSB]OHg3NS9P,L8w3ulT GKNSCUa]J4JC]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 Increase=160 UnRmm Loads (PH) Wil 1 5- Ml, 51�1,11-18-20 Ho¢ 118-14, 10.11=14 CmceM2ted Lords Ub) Ved: 13=29n(B)21- 1"(B) 2Y144(B) 25 12UU 26�12(B)2] 312UU 2]) Reversal Deal +07 5 Rwf lj a (bal )+0 ]5d) 6 MWFRS Wnd (" IM) Lad) Lumber Idea 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 Root tie (Dal)+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 Coneimated Loads 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)WPaalklJ Lumber Increase=160,Plateh¢rease=160 Unrtmm Lmn (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)Revttul Dead +0]5 RIMt (bal)+0]5(06 MWFRS Wnd (Neg.IM)2nd Pamllel)_ Lumber Izmase=160, Plate Incieas lW Unawm Loads (pp Ved.15-i 1, 5n0=-201, 1118=20 Ho¢ 118-lt 11 11=11 CmceMatetl Lords 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 OMmrm 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 Conreinrmed Loads Ub) VaU 13-2929(B)21- 140B12Y 14000 2=292NU 264WB) 2Y- (B) At -,I, � dimm �wan,se. MiTek® tr.�m� t ev om° e nor t-H .1a7�11111 eKn=� Jabvss �Tvss TyW Dry PIy 8l' 9 R85361638 UNIT-16825 SXWB FIAT 1 J Job ReferencGlq ) Builders Flood —(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 39-14 ' 35fi 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 he 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 2x4 SP 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,&13,8422x4 SP No_3 REUCRONS. (see) 18=G58,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 Ply N/m 9 R85361638 UNIT -16&25 BX04B FIAT 1 J Job Reference/p�1p Ij Builders FlrslS—(Cana ,TX), Cauo n,TX-5006, 630s 262020 MReKiKd 150iAS,Ix ThU Nw1E1050-E32026 Paget ID Vu&ndrGYgWHs NHysBM-s 7 I .B7OHg3N5gP,LBw3ulT GMD.IJ0JCW LOAO CAM(5) Blan0arU 1)Ueatl+Rml live(MWnu ) Lumber ln[re,l 00, Plale Incas lCB 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)2 280(F)26 280(F)2 1136(F)28=1136(F)29=1136(F) roea sa.ewan,=e. MiTek® tr.�m�1 g,� evmomd,e nm�1-N ,r.—I Jabvss �Tvss TyW pry PIy 8l' 9 ) R85361639 UNIT -16825 BX05 FIAT GIRBEA 1 J Job Reference/pall il',Inc ThUNw141650.462➢24 Pagel rudders HrsMoure.(Cor ,TX), Cartoon, TX - 5006, 630s 26ID24 MReKRdL ID VuBv YgWHs NHysam-s ]FI .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°= 44= 3x4 z5x4 4xfi- 6 g 4xt2- 2x4 I�ZI ISZI 25ZI ISZI In 3 IRI ISZu IXI 2° JfA ] Axi ICZ 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 b2dng WEBS ad PNo 3'Fxr¢pr 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 (b) or less except wren shut_ 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. Babom[badsconnected with WS45 as hostess 2a5- 2 news staggered at 0-0 oc. Web ronnea 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 try 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 Wss 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 add am poor memcers 7) Graphics! pudln representation ti does not up, the sae lithe 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 duvn at 4T,12 632Is down at 6412,632b Mvn at 8012 632 b Wwn at 10 12, 632 b dawn al 12U12 44431b down at 141-0,1146 b darn and 7HI, up at 16812,and 11461b dmvn and ]6 b up at 18-0 2r add1146 b down and ]610 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 ITn« �Tvss Type Ory IPIy N/m KI 9 R85361639 oNIT-16825 BX05 FIAT GIROER 1 J Job Reference/pgpnalj lx ThU Nw 1E 1050-E62➢26 Pa9e2 Builders FimS—(Cana ,TX), Cauo n, TX- 5006, 630s 26ID20 MR ID VUBvd Y9WHs NHysBM-s 7 I .B7OHg3N59P,L6 3ulT GMD.IJ4 JCW LOAO CAM(5) Glan0arU 1)Beatl+Rm1 Llve(MWnu )Lumber ln[rea -1 00, Me Inrseaul CU Undom Loads (p0) Vert t-00=125, 1110 10 Lo rc nlralea Loads (lb) Vea 13=6J43(B)21=2 (B)22=-290(B)23= (B)2G 29o(B)25 290(B)26= 90(B)2] 1146(B)20=11M(B)29 1146(B) roea sa.ewan,se. MiTek® ev om° nm -R e ,F,=11A1,s Kn=� Jab « UNIT -16825 N/III BmXO6 Builders HrslSaace(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 GMD.IJ42JCW 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 = 4I = MI Ixa = dxfi 2 AAAA Sx8 = Mfi 1521 5m 5211fi 3 ISZi ISZi 4 P Zi 521 2015� 7 rg� IiA0 Lu 18 21 1]22 1fi 23 15 26 25 16at 13 n 122S 29 11 dx5- SaB- 1v12MmMS= 3xd= US R, 5x6 1614 12i 1.710 14 IS 17a-12 21AL 3816 ' 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- BRACING- 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=0132184-14=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 al 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 dmhage W prevent water pondmg. 5) AS plates are W20 planes unbss Nhawse indrcated la - 6) Ths truss s Been desigfor ned a 100 WWhom clroN �c live load nommunent with any other live bads- 77•This Russ has treed desg Vfora Ee'redof 20 pea on the hotbm 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$16, P, 18. 19, 20, 21 T2, 23, 24. 25, 26, 27, 28, 2% W, 31, 32 ha9have ce hn moolded. Buming designer must review bads W verify pat they are coriect Wrthe (Mended use orthis Russ Ironiv row nre MMnndoe[IMtsend]tipsoeormeom eonntmeniminawnmemoannmrnonnmrnnM Awn-V"disie,wmmeRmwilRewoaoresoxlleSMIDIacwDEDMnexRaERENCEeneew-aarlm..nvaonaaoneUSE . �e �aro ny trades Naearmm wweM as an ounirycn amtiwna0 andaesia, me Comvonemsareryimmmafimwmiaue domme swnmelemwog comµmeni Aaxouxm pww.secxomnnennaml:H MARCOS A. HERNANDEZ ....i......................�.... 113878 COR F-12513 November 15,2024 MiTek® Jabvss �TvssType pry PIy Bl' R85361600 UNIT -16It 25 BX06 ROOF SPECWL GIRDER 1 Job ReterencGlgq� ) Builders FlmiSwace (Cart ,TX), Cart001oq TX-5006, 630s 262➢20 NUT fidLsOifs I— Tbu Nav 11105O052026 Paget ID VuBv YgWHs NHpBXosnR]F WsB7OHg3NSgPpL8w3ulT GMN DC IJOJCJI ill 10) Hangm(s) or order Connection denace(s) shall be provided sul&knt to support Concentrated dal 156Ib dawn all 27 to up W Ol and 156Ib down all 22Ib up at 215-0 on top Chord, an 100 to dawn and 21 Ib up at 28121W2 d Ib mot andW2'm to66 ]t Ib up at col and up at 1$ to02 Wmmll dadd to up at 8A lud"Mdown and 21 to up M 1" 12 1 W2 is down and 21 to up al 12812, 1002 Ndmm and]t to up al 1" 12, 1 Oo2 do down and]t to up at 16 12, all IM2 to down an]t l0 up at 1El 2, and 1032 to dawn and 21 to up at 20812 on WBom or chd TNe"ousektllon cu of Sol nncdan d eendrel its USE responslbl dy of ardms LGao Gnse(6) 1)Oead+ Rmt lrve(11a6rrczd) Wmcef herbase=l 00, Plate lncreard lOO Uniform 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) 2a=-roo2(F) 25=-1 W2(F)26=-1802(F) 2]=18o2(F) 28=1no2(F) 2Y--1002(F) 2) Dead +O 75 Roof Food (balanced)_ Wmber increase=100, Plate Irerease-100 Undmm Loads (pl0 Verb 11`1O""N' 11-18=10 Loads (I Concentrated Loab) Ved :1=-18210=-13213=-Bi5(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) Dead+Uninaintable a01c WMou1 Storage Lumber Increasct125 PN@ Imrease=125 Undmm Wads (pm vert1 15],0- to- -zs,11-18=20 (aocentated 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 Un0 nd Loads (pin Vert: 1S 119, 520=13,10-2R9,11-18-6 Haz 1-18-8, 1al1-10 Concemated 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 WmLv Ime rel 60, Plate Inrdedi W Undmm Loads (pin Verb 1-19-423, 5l �61%&10=13, 1118=6 Hai 118- M 10-11-8 Concentrated Wads pu 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. IMerrel) Led Lumber Ilxrea,160. Plate Imyl 60 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=1(F)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 bourse =16O Plate xreal 60 Uniform Loads (pin V. 15=157. 5-10=25. 11-08=10 H.1 18-A 10,11=-15 Cmrcentrated Wads pb) Vert: 1=2TW-2]13=]i(F)21=l(F)2 71(F)23=]1(F)2471(F)2C>=]1(F)2 71(F)27=71(F)28=71(F)29=71(F) B)Dead+06M1WRSWmd(Poor Internal)ls PaalleLLumber InereaseAW Plate Increase=160 Unform 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`) 21E](F)2237(1`) 23=67(F) 2afl 25=67(F) 2sfl 2T=67(F) 2a37(1`) 29=67(F) 9) Dead +O 6 MWFRS Wind (Pas Internal) 2nd Paallel Lumber Increasol6O Plate msal Undmm Loads (pin Verb 15=627.5-10=5.1119- H.1 18=13, 10-11-13 Concalrated Loads put 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.IMemal) 1st P dd1d1 Lumcer Increase=l W, Plate Increase=160 Unarm Leads (pin Ved.1 5- 4fi7, S-ID=-251118=10 Hod, 1-18=7, 10.11=] c0nremrared Leads (to) Vert 12] m=2T 13=]l(F) 21=]t(F) 22=]i(F) 2Y71(F) 2a=]i(F) 2S-Tt(F) 26--]t(F) 2]=]t(F) 28=T1(F) 29=]t(F) 11) Dad+06 MWFRS WiW (Neg.lntemal)2nd PamlleF Lumber Inoeade=160, %ate Ixrease=160 Unarm Leads (p0) Vert 15=-057,510=-2511-18=-10 18=],10-i1=] Concemrated Loads (to) Vert .14]1D=2nY]i(F)21=]1(F)22=n(F)2YT1(F)2a=]i(F)2S-n(F)25=i1(F)2]=]i(F)28=T1(F)29=]i(F) 12) head_ Lumber Increasd,090, Plate Ircfease=o 90 PR ml 90 Umfarm Leads (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(1`) .... I ...... I Mor [rdi UMMISI CS, .1 Jabvss Type Dry R85361640 UNIT -16825 BXO6 �Tvss ROOF SPEChIL GIRDER �PM 1 4 Builders FrslSaace (Carta ,TX), CartOCbq TX-5006, Job Reference[p�1p Ij 630s 262➢,1..1 iKd150iAS,Ix ThU Nw 141450.452➢24 Page3 ID VUBm�YgMHS NHysBM-s 7FI .B7OHg3NS9P,L6 3ulT GMD.IJ4 JCJl LOFO 0113E(B) 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 Ho1-1e=11. 1O11� Concentrated Loads db) VFRL 1=1810=1913<3(F)21=33(F)22�3(F)23=33(F) 24=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=-19, 11-18=-10 Hmz 1-18 ,1011=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)2z-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=150 unrtorm Loads DAR Vert 1-5-510, 5-10=1011-18-10 Holz 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+0]5RC LMe(Wi)+0]$06MWFRSWM(Neg_In[)2nd Parallel)_Lumberleneas,1E0,Plate Inuease=160 unaorm Loads (DID Vert 5- 510 510=-7811-1E=10 Holz 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`) 12) DeM+06 MWFRS WIM Mm. LeR LumMTlncrease=t 60, Pla@ Ino ase=1 W uMorm IF=(plg Vert: 1b=d98, 5-10= ,11-18=b ME, 1-1" 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 2z=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 Holz 10-11-8 Cmrenbared Loads DID) Vert . lS 10=913=M(F) 21=44(F) T2=M(F) 23=44(F) 24=44(F) 25=44(F) 2644(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 Holz 1-18=81011=10 c«memr4tM Loads (ib) Vert 1�o10=6013=211(F)21=71(F)2 271(F)23=211(F)24=211(F)2F 271(F)26=271(F)27=221(F)2 2]1(F129=271(F) 20) Re venal DeM+06 MWFRS Wmd (Pas_ Intemag Rg11L 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) Y271(F)23=211(F)24=211(F)2. 211(F) 271(F)2)=211(FI 28=211(F)2!)-211(F) 21) Rev.I Dead+06 MW=RS Wnd (NFd IMemall Lefl- Wm� Itxrease=160, Plate Increae=160 UMmm Loa05 (pll) Vert . 1� Vi7,510=251118=10 Holz 118=15, 10-11-0 CmlcentrmM Loadspb) Vert 1-1610-W13=261(F)21=26](F)2Y--26](F)23=261(F)24=262(F)25=26](F)2G--261(F)2 62(1`7 28=267(F) 29=26I(F) ZU ReaRsal- Dead +06 MWFRS Wnd (Neg Internal) laglR Lumber Increase=160, Plate InCrease=1GO UMmm Loads (qg Vela 1s -457, 5-10=2511-18-10 Hoa 1-1", M,11=15 concentratM Loads db) VIRL 1-1810-4a 13=261(1`)21=U(F)2r 261(F)23=267(1`)24=262(F) 25-262(F) 2 262(F)2] 62(F) 28=267d') 29=262(FI 23)Rev ) Deal +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¢1-18=13,10.11=13 CrnceMated Loads (lb) Vert. l�Dl�013=271(F)21=211(F)2Y211(F)23=2zi(F)24=211(F)2F 211(F)2 271(F)2z=211(F) 28=27i(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 Dd-ynp-liama,it nEOkDNOTesnaNDAND�lunEn.nE.REFERENCED Ee 473m..1� 38IEFOReuse. MiTek® �aro ony traog Im m%vmn> wweM Qu ,Iy Cn amtiwnalmm'aPtrnwgl u and acsl BiRng component SnRly lmmm,dm �p rmmve saoM�elauMng component pamu aaaabe-4tle� msN inn] 111uneYAsmn �Ore+e' eomm�enaom) Jabvss Type Dry R85 61600 UNIT-16825 BX06 �Tvss ROOF SPECh1L GIRDER �PM 1 4 Builders FirslSwace (Carta ,TX), CartoCbq TX-5006 Job Reference[p�tp Ij 630s 26ID20 MReKiKd150VS,Ix ThU Nw1E1050.052➢26 Pa9e0 ID Vu&n�Y9WHs NHysBM-s 7F W.B70Hg3N59P,L6 3ulT GMD.7JO JCJI LOFO 0113E(S) Cmcemratea Lwds (lb) Vert l�Dl 6o13=2T1(F)21�71(F)2 271(F)23=2n(F)2�2n(F)25=22t1(F)26=2n(F)27 271(F)26=271(F)29=-271(F) 25) Rever sal Oea]+06 MWFRS Wind (N } IMmenu 1A Pamilel. Lumber 1mm,ere=t 60, Plate Inormm,l W Unrtmm Loads (PH) Vert 1 5-'b"'5lu=25, 11-16=10 Ho¢ 118=], 10.fl=] CmceM2tetl Lords 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) Revttsat Leal+06 MWFRS WW (Neg lineman 2N Pmallel. Lumber Increase=l 60. plate lmrb s l W UidMrm Loads (qn Vert 1s= 7,5-10=2511-16=-10 Horz 1-16=7, 10,11= Conceinmrm Loads db) Vert 1-1810-161 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 )+o ]5(06 MWFRS Wlnd (Neg Im) Led), Lumber muease=l60, Plate Increase-1 W Unarm 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)2a�85(F)25 M(F)26�85)F)27�WF)28= 85(F)29�5(F) 28) Revttsal. Leal+0 75 Rmt Lrve (ml)+0 ]5(06 MWFRS AAn l (Nag IM) RgM): Lumber Increase=160, Plate Increase=160 Uniform Lords NIIN Vert 1-5=-510, 5-10=1011-18=-10 Harz 1-18�, 1011=11 C enbmmd Lwds(lb) Vert 1=10610=10613--685(F)21-685(F)Z!—N5(F) 23=-665(1`) 24-685(F)2 685)1`)26-685(F)27-685(F)28=46s(F)2 685)1`) 29)Reveuml Lem+075 Roof Irve(bal)+0]5(06 MWFRS Wind(Neg. Im) lst Paralled Lumber lnre� 1%Plate Imreas l60 Unrtorm Loads Nd Vert .1 5- 510 510=-7B 11-18=10 Horz 118 .10-iiS CmceM2tm Lords Uld Ve0: 1=10610=106136135(F`)21--GN(F)22--Ei65(F)23=685(1`)24-685(F)25-685(F)26-6WF)21-685(F)26=485()29=L85(1`) 30) Reversal Deal +075 Rmr Irve dal )+0 ]5(06 MWFRS WYm (" Im) 2nd Pamllen_ Lumber ldmease=l6o, Plate Invea,l W UidMrm Loads (qn Vert 1s 510, 5-10=1011-18=-10 Horz 1-18�, 10,11S Cooceinmrm Loads db) Vert 1=1D610=10613=-685(F)21--685(F)22--EiN(F)23=685(F)2a-685(F)25-6N(F)26�(F)2T-685(F)26--685(F)29-6m(F) 31)Reversal Dual + 06 NFRS Wind Min Left Lumber Inreas l60, Plate lnmene=160 Unarm Loads (qn Vert 1 5- (f8.510-6,11-18=6 Horz 11 8 eonceinrared 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) Ri,eeml. Lem+06 MWFRS Wnd MIn Rglit LumM lnmeas -160, Plate Incm�-1,60 Uniform Loads NIQ Vert 1-5�8, 510-6,11-18=6 Horz 10-ll� C enbmtm Lords(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� t n evom° enm t-H .1n7�1e,11WrlKe Jabvss �TvssType UNIT -16825 C01 Ja kCluutl Suffil rsH ASw,-(Cenu ,Tx), Carrolton, Tx - S`D 6, d5 K2 21 0.13 a4= 2 4 S2 .2 oN PN R85361641 10 Job Reference/pall IV, Inc Thu Nw 11 la. 112➢24 Page 1 630s 262024 MD ID VUBmdrGYgWHs%WNNysBXBsnR]FTC'MSBTOHg3N5gPgnL6W3uIT1(bGKNSCBriIJ42JCW 6515 a21. - 2013 b5 0]5 FIT Smn!=I In 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 bottom chmm 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— Jabmss UNIT -16825 CO2 Builders HrslSeuM.(Cau ,TX), 1 hfi = City PN R85 61642 ROOFSPECLFSUPPORT 22 1 C.R.., TX-5008 cG1q ) 630s 26024MRei 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 z 3 4"5 = 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 Allup8d100morlessa,nt(s)Gexcep111=1000(LC2]),]=1301(LC30),8=12%(LC2]), " 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 pr 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). �jaMJ1 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 nonmavnenl 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,u wweM gu �� u ww rysH dirry'en amtiwnalmm'ePtrnunl one acsl BMMM CompMowt salary eRom�fim -pue rmmve StMMrelaoMng Oompmeol pour. be-Matle �Om+.' eommWenaom) yts]ss1111M&Mwarnn Jabvss �TvssTYpe Dry PIy g(1 R85361643 UNIT-16825 D01 JACK-PARTIALSDPPoRT 2 1 JNa N.W_cGlq , Builders Hrsl3ource(Cart ,TX), CartoCbq TX-5Wb 630s 262➢ct MRei fidLaO�F's Ix RM Nav 1414 Ed 46 2024 Pap ID VuMv YgMHs NHys8XDmn 7FTCWsB7OHg3NSgPWL6 3ulT GMD.7J4 JCW R10.8 ]1. . 12 brain, =1.146 _ Md hd 1 3Fb- 2—�� 3 � I 5 �AI^I . LL�2= u 10 9 8 ] S 2.. MR68= 0.8 Plate Ofiuts (XY1 ]03803-OI50.3A 0.-01 LOADING (psi) S-MNG- 21 U C51. OEFL. In (bc) I= Oil PLATES GRIP TOLL 10DO Plate Grip DOL 1 or 044 Veri(LL) Na - Na 999 MT20 244I190 TOOL 250 LumMr OOL 1 W BC 011 VeRl Na - he 999 BOLL 00' Rep She's tru Ina NO WE 062 HagCT) oho ] Na Na BCDL 100 Cade IRCrCVTP12014 MaOk-P Wb ht 41 Ib Flt- 0 LUMBER- BRACING- TOPCHORD 2,4 SP 165OF 15E orat SP No 1 M2W SP SS TOP CHORD Structural wwd sheaNing dlreM applied or S9-0ocp rind, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP Nd MWSPSS except end vatrcels. WEBS 2x4SP 103 BOTCHORD Rigid ceiling directly applied a 6R)0 oc lancing. OTHERS 2x4 SP No 3 REACTIONS. All treadngs ]-IDA. (Ia- Max Kra 1o=]3(LC 9) MaxuplM Al plMlooloorlessa,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-b2]153o 3-0 118911179, 4-5�W580 BOT CHORD 9-10--63Sepi 8-9-5]1529 ]�]6Y 20 F]-ti`94581 WEBS 47-381217,3»l2S12552-9=51WI8,1-9=14]111516b]71701117M NOTES 1) `hand. ASCE ]-16. Vu 115mph (15 d gust) Vasil Jtmph. 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 Mhtexposed,endved is Rated M % pnceoC-0 Mr memOers addtomes 8 MWFRS ro deetud , sdmvq ITSMI DOL=160 plate grip DOL-I UP 2) Truss desgred MrvnM beds Mtineplaneorinetrussonly For M1 exposedtomnd(muralto Net ),see S1MaNIndu,y Gable EM D l5 as appllcabe orcons N qualMed Willing desg�as per ANSIrtPI 1. 3) Pmvlde adequate dmwge to prevent miler ponfing. 4)GaMe regalas warranties NOW m [M1ON bearim]_ 57 TmssMcerully sneaMed rpm pre race orseryrery oaced against lateralmwetren[pe.degonal vey). yS: 9S 1, 6) Gable sNds spaced! at 2"d oc / 1�j ]) The Voss Ms been desgned r« a t o O Red lwBom clroN live load nonmrcurte! with any other live bads_ jr;' //� •':il/ 8)-This Was has be desg VMra Ee'mdof 20 opst on the Cofom chadm a0 are as wMe a rectangle 380 MR by 2-DO vnde /••••••••••.......... ......0....E wfi M Schaper the bottom cMN all any otlxx members_ /MARCOS A. HERNANDEZ., 9) Pmvlce memamwl burecran(by oMers) or truss m heading plate capable m wthstaMing too lb CRT atjoint(s)6except 01=I0) . ...........................••. 10=1055.]=11aa. 8-11M 9=1034113878 '10)dung bads almglwMmThis Was he Iran [hatf.m0.00to]-0oAM WD 0 ff plr cer ooL=(ia3)PlaM qnp DOLgla3)connm Wss to resist /111Pp�;: GCENSE�&i 11\Pi.... A.... COR F-12513 November 15,2024 ,wa av nbnr.�metrna4n��Tesa.res a Lnaeanre.serene.eeP.ce.,.,,re., ,durcheUse �aro MiTek® �av ny traog 0.',yym,s wweM 9ueance rega title �� u ww rysN ouaiy'en amtiwnalwm'.Ptrnunl and acsl aulw,ng C—p—am snaby lnroma8m —a u rmmae SnunafinungaR.'al papa �Ovw+.' eommWenaom) yrs]ss1nllunews— Jab Tn .� �Tvss Tyhe UNIT -16A 25 N/II-s Ja kCluutl SuIMers Firsdtw—(Ceuu ,Tx), CamoBon, Tx - S`D 6, 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. I. Page 1 630s 262024MD ID VuBv 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' OR, 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 an 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 I M �1-1— TYpe UNIT -16825 QAN Fm01 Flom BUIIaers Flmiswxee(Ceo ,TX), cartaNbn, TX - 5006, 91-0 H 13 N PN R85361645 t3 1 ) Job Relere c21901s0ifs, Ix Thu Nav 14 M. V 2➢24 Page 1 63N 262➢24M W.B IB:VuBm�GYgWHs%c6NNys8XBSMTFIC'/PSBTOHg3N59PgnL8w3uIT1(bGKNSCBaIJ42JC'Jf 9p Ot 5 =t3fi5 1.31I 193 I� and h5- 1. FP- 46- Sx6- SF- 2 3 4 5 6 T 8 9 10 11 R a 1I1 f25 ,,, ,,4J{{II 2fi I® dd 23 22 21 20 19 18 17 16 15 4xfi- St6- 3x1➢.M..Fl- 4x5— ffi— Gala— DS SP= 4x5 = 2-90 1. T-a. I'll. 1. i 19110 21-1. i 2. 2TT 2L-0 .-d 1. 2d0 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 PLATE6 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!veNrals. 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=006231,1718-06007, 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 Unbalanced 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 vemYdnl6�o.�metrna�4n��Tesn.,Ms�4n��nnen.nexnaeneaeeP.6e.,.,,re.,R�,a�lnnense. MiTek® ny traog a' u .Saoaycn e�ama..nn. and acsl 6YlNPQ aSnory lam,6o�rme S6ofduMogmnl mu Omboo.,am) noi yIn7ss1nlluReI,Ta— Jab Tn .� �Tvss Ty" UNIT -16A 25 QANFF002 FLOOR GIRDER rudders Lima—(Cau ,Tx), CamOBon, Tx- s006, a1-8 H �; C" IUf 1PJ 53��26024 acG1q� j R85361646 630N s MRei sO'xS, I— ThU Nav 141450482024 Page l IOVu&nmTYg,NI NHysMmB 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 -16A 25 F02A FLOOR GIRDER mill FimtSaxee(Car ,TX), CemoCbn, TX- s006, a1-8 H �; 1PN J IUf Ss�� ) R8536164] Job Retere c219pIs0�' , Ix Thu.- VI T1.482➢24 Page 1 630s 262➢2. MRei fidL ID Vu&nmTYg,NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC'/I 1�A1 i aJfB 5$le=t3fi5 .12M18a15- 2i6 . II Lfi 3a6 FP= 3xfi= AS Glo= ach Ore 1 2 3 4 ' S ] 8 9 b 29 2B 27 26 ul 300MMONU FP= w 3xt0M18rJISSP= Wo M18AH5 - �6 II 2xfi 3w FP= 2zti 1[fi 2. H 3xfi = 18 11 12 13 14 15 16 17 1. 19 33 2s z4 23 22 21 56 UIDMUdgm FP= t 5a SP= z 48 vae Plate Ofiuts(XYJ— 19034),Edges[t00.'1-0,0 l,[19&3-0,EOgel,[22 2$Edgel,[2402-0,Edge],[25a30,Edge],r2683-OEdW],[29"-0 .EdW],[300.5-O.Edge], �31 Edee 0 TOI. M2 0 t-88-081. 1330 I- 04OU 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) -06] 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 20,23t 2W 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=058, 31,058 Max G. 20=2099(LC 1). 31=37BWLC 1) FORCES. go) - Max Comp Max Teo- All mrees 250(N) or F s except vT.en snovm_ TOP CHORD 2d7!etlN.3d=]553N.45—it48.V0.&]=11490(07T-1176]N.&9=117600 9-10=i128]N,1&11=-11287M.11-12=9560N, 12-13=956N01&15=]219/0, 1546=721910, t&9=-001SN, 17-18=A03710 BOT CHORD 3031=0/4o26, 283 11056,2]-28�/i lCm. 25-2]�/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--tI54/0, 1&22 00029, 4 28=IX60D TT2Y 1729N, 7-28=32VT 13-24=0/1471, &2]�51/$ i1 24 IMCJO, 9-27=0/1140. 1i-25=N1498 426=4TDT 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 `` \.\F 4)The don Tolerance al L29-11%,pnd2_ El 5) Recommend 2x65on age, spaced 1"0-0ocand msteneach Ross mnN 3-101 (0131'X3)nal5. ..O.F. fi '9% sdolgbaal3mceattmlTOwns aten order ends «rest2med by other means 11 i ,'•• .. I LOAD C115E(s) Standard• * �. 1) red Door am, (balanced) Lumber Increase=t00, Plate Ixreal OR %• • •••••.................: rndoml Louis Ung �MARCOS A. HERNANDEZ Vert 2031=-20,1-19=130 •••••••••••......••••••••••p•••• CUlcen 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 nlLn«n.nexnereneaaeP.ne.,.,,m.,,aeFnneuse �aro MiTek® ny traog M 9ueance rega title �e m%vmn> u mw .si msH cienly en amtiwnalv+.'ePtrnwgl aneaCSlIh, me Componem SomyImo,oaon �pue rmmve s6oM�etauMog component pamu �0�+.' eomm�nenaom) mrC51nll.uc.a Jab Tn « rtaNbI l— ers Ty"DNIT-16825 QAN Fm03 Flom BuildFlrslsaxee(Cao ,TX), Can, TX- 5006, 0. 1. II Ita II 1 2 3 4 1 V%�,/N 14 13 12 2-TH A PMte Olfsels (XYl- 110.1A EUx1 H20.1d E60el N50.1�0.1m1 LOADING (psi) SPACING- 2 SO 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) 1PN J IUf 53�� ) R85361648 Job Retere c219pIs0�' , Ix Thu Nav I11450. M 2➢24 Page 1 63os 26ID24M ID Vu&nd•TYg,Ntk%WNNysBXBSMTFICWsB'/PSBTOHg3N3gPgnL6W3uIT1(bGKN5CBaIJ42J1CR�f 1. 0.r1 3®LL=12.a 1 Sa t SXf �� 3xfi= fi T H 1s 11 m 3Kfi - It 8 12-. 611-H 2A0 DEFL. In (bc) VdeB " 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%E11%E BRACING - TOP CHORD Structural dsheathing threat app11M a 6-0.0 oc purilns, exceptand vothral BOTCHORD Rigid ceiling directly applied a l OO-0 cc bmcl, FORCES. (Ib) - Max Comp Wax.Ted -AII Porce5250 p0) or less except widen sham_ TOPCHORD 2�13064T, 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, 2-14 1167N, 71O,W1 S 2-13-W". &I0=651I0, 3-13 !VT 611,(N MT &12-W476, 412= !JM NOTES 1)Onba wn dflmrthebadsnavebeenconsvlered Mathisdesgn. 2). rpRms are 3x4 MT20 unless offrom 5e Indicated_ 3) Reter In glydegs) for Wss to buss connections 4)Recommend 2x6m ,backs, on edge, spaced at 1"0 oc andfastened to each Miss add 3-1M(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 buss backwaos n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 kea fi v �d 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 .� �Tmss Ty" UNIT -16825 N/III Fm04 Flom Builders Hrs Saxee(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' Etice111201 N Edael M50.1�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(0A) BOTCHORD 2x4SP1650F15E.=SPNd w2WSPSS(Ral) WEBS 2x4 SP No 3gal) REACnoxS. (.c) 14=0.4$? I3 P R85361649 3 1 Job Refere /p'11p j.lx Thu Nw 141450.492➢24 Page 1 63os 262➢24 MR IB:VUBmdKGY9WHs%c6NNysBXBSMTFIC'MSBTOHg3NS9PgnL6W3uIT1(bGKN5CBaIJ42J1CR�f 11. 0.r1 ... -12.a 1 Sa t SXf �� 3y5= 6 T H 15 n t6 3Kfi - 968 12-. 611-H 2A0 GEFL. In (bc) VdeB " PLIOES GRIP Von(LL) -00610.11 >959 -a MT20 244/i90 VoU(CT) -010 10.11 >999 24. Hoa(CT) 003 9 Na Na Weld %1b Fr=20%E11%E BRACING - TOP CHORD Slmauml wood sfleaNing directly applied w 6-0.0 oc purllns, except am veNmals. BOTCHORO Rigid ceiling dimay applied w 1 M 0 cc loading Max G. 14=908(LC 1). 9�900(LC 1) FORCES. pb)-Max Comp.Mlax.Ten--All Porce 2500b)orl exceptwlrensboennc TOP CHORD 21-13WN, 3 197m8, 4 5=197WOO Sb WON, 6-0=13Mar) BOT CHORD 13-14=0B06,12-13 1753, fl-02-0119T0,10.11-0/iT6$ 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) Onyalwadfloor WebadsflarebeenconsS'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 buss wan 3-10d (0131' X W) naes StrolgbarMWbe allacfled 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 To« UNIT -16825 N/III FmOS ers BuildHrs Saace(Caua ,TX), 111. T Type Iry PN R85361650 Flom 4 1 j Ca-#dn,TX-5006, 630s 262024 MReKiKd150iAS,Ix 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 12 N - Ya= 27A 5-13 111. 1bi8 2]8 2L-0 fi9-0 2L-0 Plate OfisetslXYl- 140ATEticel 115GASEdoel 119GA8,T151 LOADING (psi) SPACING- 2-0O CSI. GEPL. 1n (bc) VUed 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 � vemy4n9�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 ss �Tmss Type Dry PIy Bl' )) R85361651 UNIT -16825 6 Flom 1 1 Job Reterencelg0)s0i£s,IZ ThU Nw 141450502➢24 Pagel Builders FstSeurce(CarlTX), Cartotlbn, TX - 5006, 630s 262➢24 MReeii fifiddLL ID Vu&nmTYg.NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'tl 11 1 15x3 2 3 3xG = 41L 11 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 1 SS3 1 6 5 LI = 431 4 3o DEFL. n "a" Vtlefl rad PLATES GRIP Ved(LL) T Ed] >9Yl E80 W20 2MY190 ver, 1, -0 01 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 Type Dry PIy R85361652 UNIT -16825 F07 FO] �Tmss Flow Gitlx 1 1 Builders HrslSwxce(Carta N/m ,TX), CanoObn, TX- 5006, Bl' jj Job Reference/p.MseiAS,Ix ThU Nw 141450502➢24 Pagel 630s 262➢24 MR ID V.ftm Yg,NI NHysM-U 7FI .B7OHN3NSgP,L8w3ulT GMD.7J4 JCW 11 1 1 So 2 9 3 3xG = 41 L 11 3®n =1Y02 1 fu311 1s,311 8 1 6 5 3. L = 431 4 3o 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 ldsutOcent 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 sponslMMaf 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 ® iirorAs—�eai�e�watn,se. sae h.,Mie gesscl n evom°nm IreollalMneKe=— Jab vss ,�Tvss Ty" UNIT -16A 25 FOB FLOOR GIRDER Builders FmtSwrte(Ceuu ,TX), Carman TX- s006, 1. pry Ply j Ra5361653 1 1 Job Reference/p.�11IV, Ix Thu.- 1111. SO 2024 Pagel 630s 262024 MR ID:VuBv YgWHs NHVBXBsnR]Fi sB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'Jl 1�12 9ra1e: 310'=1' 3xfi na= An Gs zxa 7.Jt= �a 1 13 2 1C 3 15 4 5 a to ] j 2\` Cx12 i1 10 95� V \I axfi = 15c1 11 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 >9Yl 400 W20 2201190 TOOL 250 Lumber OOL iW BC O55 VSMDT) -0W 10 >S. 24. BOLL 00 Rep Stru Ina NO WE 053 Hm(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 2x40F2400F20E 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 07/023421001,3-0=-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=1065N. 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 x 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.re5 nacLnnennnexnereneaeeP.—R.Euse �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 stuff ofeamngcomp .,pain. �Om+.' eomm�enaomt yIs]ss3511I.nGUs— Jab Tn« �Tvss Type Dry PIy QANm Bl' )) R8536165d UNIT-16825 F09 Flom 1 1 Job Reterencelg0)s0i£s,IZ ThU Nw id 1450512➢26 Pagel Builders FlrslSaxce(Cart ,TX), Cartatlbn, TX- 5006, 630s 262➢24 MReeii fifiddLL ID Vu&n�Yg,NIk NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'dl rTa = �5 n 1-3L 1a�t�r 3xa= 41sx311 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 mmec0ms 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— BUIIType UNIT-16825 Flo Flom aers FhatS e,(Ceo ,Tx), cartaNbn, TX- 5006, .1-0 H C" N PN 6� R85361655 fl 1 ) Job Relerenc21901s0ifs, Ix Thu Nav 11 M.112➢24 Page 1 63N 262➢24M W.B IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL8w3uIT1(bGKNSCBaIJ42JC� LPi Ot 5 =t3fi5 1.3 193 I� bfi- Sifi- h5- 1. ��i5r3 3x6 FP- 46- Sx6- .= 2 3 4 5 6 T 8 9 ID 11 R a 1I1 f25 ,,, ,,4J{{II 2fi I® dd 23 22 21 20 19 18 17 16 15 4xfi- St6- 3x101ji10AHSFP- 4x5- ffi- Gala- DS SP= 4x5 = 2-90 1. T-a. I'll. 1. i 1911L 21-1. i 280 2TT 2L-0 .-d 1. 2d0 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 PLATEB 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: it]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=591N, 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 Eahnra8on 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 nip p.�metrna 4n��Tesp. Ms p po p.nexnaeneaeeP.6e.,.,,re.,,a�pnepse MiTek® ny traog a',yye„s wweM qu �x u uSe .1,ww ouaiy'cn amtiwnalmm'ePtrnunl .,m eenaom) Oc.B a and acsl Bra, comvonem Snory limor,dn �p rmmve S6o ofdhwohpompmenl pamu boo.atitle ) In Tss3nlluTeI,Ta n Jab 11, �Tvss Ty"UNIT-16&25 QANFm11 Flom Builders FirslS—(Cao ,TX), CertaNbn, TX- 5006, 13. 4 1PN J IUf 53�� ) R85361656 Job Reterenc219pls�ifs, Ix Thu Nav 111450512➢24 Page 1 63N 262➢24MW.B I OV 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 EdceLf120.1-0EdoeI R50.150.1A LOAOIRG (psi) SPFCIRG. 21 CST. OEFL. In (bc) lMefl Do PLATES GRIP TOLL 400 P6te Gnp DOL 1 W TC 029 Vat(LL) -00612-13 >9YJ .0 MIT20 2"190 TOOL 250 Larder DOL 1 W BC 042 vdr(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 -All torce5250 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=t1T8N,T-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 msNam 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 -16825ers N/III Fm12 BuildHeASaace(Carta ,TX), 0 1. T Type PN R8536165] Fl m 4 p j Ca -Afton, TX-5006, 630s 262024 MReKiKdLsOiAS,Ix ThU Nw 141450522➢24 Pagel ID Vu&nmTYguNIk NH,BM-M]FI .B7OHg3NS9P,L6 3ulT GMD.7J4 JC'/I �dB� 6H8 3®LL=1284 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=3858'O 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 -16A 25 QANFF113 FLOOR GIRDER BullaersH ASaxee(Car ,Tx), Baumann, Tx- s006, a1-8 H �; 1PN J IUf Ss�� )) R85361658 Job O11M.1 cGlmgl ', Ix Thu Nav 1111 SO 112024 Pagel 630s 262➢24."o2fifiddLL IOVu&nmTYg,NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC' 1�A1 i aJfB 5$le=t3fi5 .12MI..= 2i6 ach Lh 3a6 FP= 3xfi= AS Glo= ach Ore 1 2 3 4 5 6 ] '- 8 9 30 29 2B 27 26 ul aim MIB SFP= w 3x10 M18NISSP = 8x12 M18AH8 - 2x6 II 2xfi 3X6 FP= Lfi 1[fi 2. H 3xfi = 18 11 12 13 14 15 16 9 18 19 33 2s 24 23 22 21 56 II 3x10 M18AH5 FP = 21A-8 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 400 Plate Go, DOL t W TO 022 vert(LL) -835 26 >]31 488 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 zx4 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 bracng WEBS 2x4 SP NO done) REACIBONS. Doe) 20=058, 31,0 SS Max G. 20=2092(LC 1), 31=3I40(LC 1) FORCES. (m)- Max Comp Max Ten - All mrees 250(m) or less except v.Ten Moral hol TOP CHORD 2S=]4]80. 3d=148710 4 5-113900.0 11398N. 7E=11689M 09=1168910 910=i1222N,1041=-11222/01112=9514N, 1213=9514M. ffi-15-1185�0, 15-16 71 Son. 161]4000N, 17-18=-402YD BOT CHORD 3031=0139W. 2830�/Nl2728,(/11641, 262]=I11222, 2526,(YLI 1, z12s=0/10423, z124=o18435, 21-2395]2], 21T21==88 WEBS 1620=2951KE 251=538mo 18-21=0Iz5822S 4906,1621=2303N, 430-- tTDWG, 1623=)0014, 4-28-(Wl 11z3=n2610, 7-28- MI AL 11za=0/ias9, 027�49AE iv24=131]ro, 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 MT20UD 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-mtl (0131'X3')nal6. 5) Recommend 2x6attachacks,onls p. 1 4f aBaaredatl0-0-0 a m wallsal) enter then ends or rest2medoyupprmealH Saul i yS: 11 orotce mama shall d sumcemmsuppod concentrated mad(s7 zTz41h duwn at abiz on rap 6)chund T)«omerconnec0ond uchco)snaane peke clwrd. TnedeslSE(S)atlan of such cannecllon devl[e(s)¢me respansotedafomers.• ]) 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 llvm(hamnmmd)-wmbmr mareamm=i ee, bare lnarmasm=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. sMntamaamnMnmxnamnmaaP.lam.,.,am., a —pence MiTek® auace regatitlx aa u i a,. isuuayen e�v oww aneaCSlB,, gCompon,nuSumyIeo,aon mC5111llunews Jab FTTess Ty"DNIT-16825 QAN Fm14 Flom ers BuildFlmiswxee(Can ,Tx), Ca-#dn, TX- 5006, .1-8 HTS 12 ISA 3xfi = ] S 5 6 T 25 20 Z1 22Z1 22 2 3vb = 15x3 � 15X1 g 3x6 FP= Yfi = � 1PN J IUf 53�� ) R85361659 Job Reterenc219pls�ifs, Ix Thu Nav 1111.112➢e Page 1 630s 262➢24 MRei fidL ID Vu&nmTYg�NI NHysBXDsnRIFI W' 70Hg3NS9P,L6 3ulT GMD.7J4 JC'JI 1 � L 5 t3fi5 I SO 11 15x3 .a= 3xfi at= 1.3 �� L6= ] 0 at. 11 12 a 14 19 18 17 16 3xfi = 3xfi = 2-ST 7L-12 4&1 113-12 1&11. 21. 28p 13-12 178 2-1. fi7. 290 Plate ORsets(XYl- f3T"Ednel MT"Facet I17T"EUceI 1180.14, Edue1. 270.1d 0.1E1. 1280-18.01", LOADING (psi) SPFCIRG- 2-0U CSI. OEFL. In (bc] lMefl t/0 PLATEB GRIP TCLL 400 P6te Gnp DOL 1W TC 037 Val(LL) I -O OS t6-P >999 Mo MT20 24,Vl% TCOL 250 LumMr OOL 1 W BC 051 VeA(CT) -010 i6P >993 240 BELL 00 Rep Sdo Ina YES WE 040 H07(CT) 003 15 . Na DCOL 100 Ccde IRC BTDI.J1 Ma171rS WegM: 11910 Fi=20%F, it%E LUMBER- BRACIBG- TOPCHORD 2MSP1650F15E or 2x4 SP No1w2WSP SS(0A) TOP CHORD Shududil wood sheathng directly applied a 6 oc purins, BOTCHORD 2x4SP1650F15Eo=SPNd w2WSPSS(Ral) except end verticals. WEBS 2x4 SP No3(flat) BOTCHORD ceiling Rigid ceiling directly applied a 1"Tcc donning, Except. "tD oc 2,T 2.19-20. REA MOOS. (sic) 26=058, 15 -8, 20=0-5a Max G. 26=635(IC 3T 15=818(LC H) 20-1811(LC 1) FORCES. pb)-Max Comp MlaxTM-AIIPorce52500b)orlessexceptwlre ean_ TOP CHORD 2142110, 3-0 98%o 4--58RM2, 5 S1 0.7=0I908, 7T-867AE 810=1627A) 1011=-162710, 11-12=162710, 12-13=-1181AO BOT CHORD 2526=01583,24-25-0588212F[VW, 22-23-MM. 21T2= 3205, 1320=ov&16, 1819-M355, 17-18=011627. 1617 01154T15-16=0756 WEBS 2-26=82w,5-20=-103M.22S01353.62-W636, T2-67W. 1115=1067N. 7-20=128M 13-16=0530, 7-1 �0AcCi 12-16- 535AT IT19 79M, 818-0/553, ToTa 2T7N NOTES- 1)OnbalmadBoorWeloadshavebeenc Mered1atM des n 2) AS phtes are 3x4 MT20 unless midemee Imkated. 3)Rearanend 2M sLmngba,k, on adge, spaced at 10.0.0 oe add taste tlto each Ness wed 3-10d(0131°X3-)nal6 -Slmlgbam to eae"am'toa wrs al SwearoNands, s er aa re2other lned by oer meals 4) CAUTION, Do act aect truss backwards. :. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® on. Jab « �19— Type UNIT -16825 5 Flom Builders HUASou—(Cal,TX), CertaNbn, TX- 5006, 1PN J IUf 53�� )) R85361660 Job ReferencGlgg) ', Ix Too Nav I11a. 132➢24Page1 630s 26ID24MReeiifisB IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJCW 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 PLATES GRIP TELL 400 Plate Gap OOL 100 TC OP Val(LL) -00612-13 >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 So it, FT=20%F, it%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) TOP CHORD Botanical wood sheathing 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$rule Max G. 14=897(LC IT 9=889(LC 1) FORCES. (It,) -Max Comp Mlax. Ten - /ill forces 250 Sid or less except when saovm_ TOP CHORD 2�1310A, 3-0=192710, 4 5=1927N, 56-1 R271T &7=1309A BOTCHORD 1S14=0B9,12-13 1738, 1112-0fl92T, 1041-0fl738, 3IG GI26 WEBS 79 Ii65A, 214 1169N,7-10E,W19, 2-13-Wl8.&10=6371D, 3-13 710, 6-111M34 512=0(3 NOTES 1) Unbalanced Odor the bads nave been considered lmtals desgn. 2) AS pG&s are 3x4 M120 wless odbenvlse INcartal 3) Recommend 2x6 sbongtaca, on edge, spiced a11" 0 oe and fastened to each boss wan 3-tOtl (0131' X W) naes StrolgbarMWt,e attached M walls al Hoar othere wrest2lned by NaermeadN 4) CAUTION, Do not V t creed backwards. YR . VV MARCOS A. HERNANDEZ ................................ 113878 COR F-12513 November 15,2024 Mill Jab .� 1-1—TYpe UNIT -16825 6 I`Flom BuIWers FrslS—(Cal.TX), CarraNbn, TX - sons, 0.11A t 3x4 II C" 1PN J IUf 53�� ) R85361661 Job Retere ceA9111s0�F's, Ix Thu Nw 1414505d2➢24 Page 1 630s 262➢24M IOVu&n�YgWHs%WNNysBXBSMTFICWsB'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJC'Jf 1-}0 2 3x4 = 3 3xa 3®n =1Y03 3z5= bb= 2-S1O. 2- ' LOADING (psi) SPACING- 2" CSI. OEFL. In Una "d PLATES GRIP TELL 400 P61e Go, DOL 100 TC 003 Ve0(LL) 000 :tl 5 "^ E80 W20 2MV190 TOOL 250 Lumber OOL 1PC BC 003 V=CT) -0m 4S >993 240 BCLL 00 Rep Sdo Ina YES WE 0IXi roa(CT) TOP 4 do Na BCOL 100 CoOe IRC2021RP12014 Matrix-P Weght 201b FT=20%F, lI%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or a4 SpNo1w2WSP SS(0A) TOP CHORD Shucludil wood sheathing directly applied w2A-0 oc pride, BOTCHORD 2x4SP1650Ft5E.=SPNo1 w2x45PSS(0a1) except end vernal WEBS a4 SP No 3gat) BOTCHORD Rigid ceiling 0lreay applied or 1 PC 0 cc ancig REACTIONS. (.c) 5-T5$ 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 lisle olto each treo won T1GJ(0131' X 3') na05. StmlghacU W he atGcha to xa15 al Mar order ends or resfmina by other meads VV :R n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 Mill Jabvss �TvssType Ory PIy Bl' j R85361662 UNIT-16825 F1] FLOOR GIRDER 1 1 Job Reference/p.�11s0iAS,Ix ThU Nw 1414505d2➢. Pagel Boilers HmtSaxce(Cau ,TX), CartoCbq TX - 5006, 630s 262➢24 MR ID Vu&nmTYgNIk NHysBXUsnR]FI .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 T 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 o.mma madB�NnTesn. res n Lnnen.nexnerene.¢eP.6e.,.,,re., ,a Rnense. ® ,w4 �na MiTek �a� ro 1., �waceMpo n i oaycn..dsB or.amamPrnunl and acsl mass cmvom snoly lnmmdm-opue n-im S6uMofdiiugm., - aboo� ram) .,a ew I5]/.iG.s— PLATEB GRIP TELL 400 P6te Grip DOL 1 W TC O6G Vat(LT) -0OS 3ID >9YJ 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-W2T03, 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,a�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 tote face �'(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 « �Tvss Type Dry PIy QANm Bl' R85361663 UNIT-16825 F18 Flom 1 1 Job ReterencGlq ) Builders Hrs Saace(Cart ,TX), Cartatlbn, TX-5006, 630s 262➢24 MRei fidLsO�F's Ix ThU Nw 1414505d2➢24 Pagel ID Vu&n�YgWHs NHpOMmMIFI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'JI rTa = �sr� �� 1-3u 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) , 01 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 UNIT -16825 Buiers N/III FmF01 ldHUASaace(Carta ,TX), �TUss Type ROOF SPECLll CanYbUn, TX - au, 2-2-0 2-2-0 Cry P R8536166d 2 1 jj Job RefeRnce/p.MsMVS, Ix Tbu Nw141,150552➢26 Pagel 630s 262024 MR 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 2x45P 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 UNIT -16825 FF0«2 R Bildrs FlrslSa(Crt X), CamAnn, TXssTY - 2d 2 b7-12 21 12 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 RIFT W' 70Hg3NSgP,L6 3ulT GMD.7J4 JC' .1.12 43A 38 2b12 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 cutwrdcals_ 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 eeN 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 UNIT -16825 FF03 �Tmss ROOF SPEChIt GIRDER 1 q Builders FietSaxce(Carta N/m ,TX), CanO6bn, TX-5006, L Job Ret-`= Ij 8l' 630s 262➢M'..1 iKdL1V I— ThU Nw 1414W 562024 Pagel IO:VuBm YgWHs NHpBMmnR]FI sB7OHg3NSgPq L6 3ulT GMDmIJ4 JCol 14-12 4-1-12 61612 9-3d • 2-4-12 2a0 21. 2b12 5®@=1Y83 ,Ft 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 VM(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 IRC20217Pl2Di4 Mardi Wm,gLL) O.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 direc0y 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 (10)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, 47=0/1392, 4b=-5018M NOTES- 1) 2Tty Vass to be conmxte0 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 a1pSe0 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) VasOSimpn; TCD1=6 OpsL,, BCD1=6 upsf. 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) PmvMeadequnte manage W prevent eater pOndmg. \\� 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 desgn NtM aldhe01yto Metopchoral V2^gypsum ...........................� IMARCOS A. HERNANDEZ., regmrmUata minimum of7fl6'sN umi 0odshe apple and sncebock be applied dir" to Me MtlOm Chem . III 10) Graphical punin relxesentatmn does nor depict the vze or Me meranOn ofthe Wdln along Me top andsm Whom tlroN. . 113878 I Ill �f </CENSE LOAO CASEIS) Standard ';*,,% 1) Dead +Rwr Hve (be6nce0) Lumber IMrease-100, Plate lmmam=l DO Untorm Loads g,lM 1l SSIONAI"' \\\""�� Vert 1S 1020, 6A=20 2) Dead + O]S Runs Irme(baanceO) Lumber Increase-1 OO, Plan, lxrease=100 COR F-12513 November 15,2024 onmian rt� nan=+ w d,R91 MiTek® lel—ry m N N M 9rvAnafmm'.PxMu9) RMIMan, Cs .1 mponeM a r veom�etry ,Macs a sererymmmafim ar acYc anuM mponen �( 1H Jab ITn« Type Dry IPIy R85361666 UNIT -16825 FF03 �Tmss ROOF SPECWt GIRDER 1 q L Job Reference[p�1p Ij Builders HrslSeurce(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, 68=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, E8=-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 .68=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. , 68=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= 61368=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 75 Rw(Lw dal) +0 ]5(06 MWFRS Wind (Neg Ind Rgbt): Lumner Ino,ose=160, Plate Increase-1 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 Jabvss �Tvss Type ONIT-16825 FF03 ROOF SPECLll GIROER SuMW Firms —(Cal ,Tx), cxrtO6Nn, Tx - , LOFO C113E(5) S lord Undmm 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 Unamm LWJS (pm Vv 1�511, 6b-12 Harz 1A-W E=16 1 P �1 /p�1p j R85361666 1 630 s L 26202E..l 6 dI1 IV, Ix Thu Nw 1E 1050562026 Page 3 ID V.Bv 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 -16&25 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 Tn« �Tmss Tym UNIT -16825 N/III KKvdd2 Flom Suppurle! G.N. BuildersFlrslsax..(C.uu ,Tx), CamAd ,Tx- 5006, 4 18 P 16 pry 630s Ply R85361668 1 1 2024 MR Job Hao, /p.�11idV Ix Tbu Nav 141450562➢24 P.g.1 26 IB:Vu&nd•TYgNIk%c6NNysBXBsnRTFiC'MSBTOHg3N59PgnL6W3uITXbGKW�BaIJ4zJ0.Ct'JAf r1 5®n =1201 Lfi= 8 T 8 9 10 21 11 14 13 12 11 awe= 1z-2A a Plate offsets art— 11:Edce GATT rz¢Edce o-1-81 1210-1� 014fl LOUNGING (ps1) SPACI TCLL 400 P6teG TOOL 250 Lumber BCLL 00 Rep OCOL 100 Came I NG- 2 SR CSI. GEFL. n doc) Mood! Oil PLAM. GRIP np DOL 1 DO 008 Ved(LL) Na - Na 999 W20 2"190 OOL 1 DO 0 02 ved(CT) Na - the 999 tru Ina YES WE 004 HGT(CT) 000 11 Na No R=VJP12014 Matrk-R Weight 50I1, FT=20%F, 11%E LIUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 wzWSPSS(flA) TOP CHORD Shuclural wood sheathing doaUN applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Not or zW SP SS(fla) except and veNcals. WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(fla)'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc ancTg 11-21: 2W SP NO3Ual) OTHERS 2x4 SP No 3(fle) REAL BONS. All bearings 12-24; old) - M.G. A i ere ,on5250 W., ks ar)olnt(s) 20,11,19,18, 17.16, 15,14,13,12 FORCES. pp) -Max Comp. Wax. Teo- Allfiin[es 250 Um 0r F s except v.Ten shown NOTES- 1) All Ida es are 15x3 MT20 unless o0reoxse Intel cl 2) Game requires contlnwus notion chord learn]_ a)Truss r0 de NM sh eathed from one race or omurely braced against Urecal movement (Idia e. gonal W Id). E) Gablesods spaced at t-TD. 5) Recommend 2x6 "Aacd om, on edge, spaced a11" 0 oc does fastened to each ss won 3-told (0as 131' X W) M StrolgbarMobe a11acRV 0 walls al NeO othere wrestrained by Nrermea� 6) CAUTION, Do not em t Wss backwmds. _ VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4np�p.�metrna�4n��Tesn.,res�an��nGnnnexnaene.eeP.�e.,.,,re.,R�,a�Rnense MiTek® ny traog ,cnww a',yye„s A. ouany tiwna..nn. u are acsl aulNmp comvoneN serery laonmfion �pue rmmve snoM�elauMog component pamu 9ueance rega ache �� msGamy1s Tss35]llunewsmn �Om+r' eomm�enaom) LIUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 wzWSPSS(flA) TOP CHORD Shuclural wood sheathing doaUN applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Not or zW SP SS(fla) except and veNcals. WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(fla)'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc ancTg 11-21: 2W SP NO3Ual) OTHERS 2x4 SP No 3(fle) REAL BONS. All bearings 12-24; old) - M.G. A i ere ,on5250 W., ks ar)olnt(s) 20,11,19,18, 17.16, 15,14,13,12 FORCES. pp) -Max Comp. Wax. Teo- Allfiin[es 250 Um 0r F s except v.Ten shown NOTES- 1) All Ida es are 15x3 MT20 unless o0reoxse Intel cl 2) Game requires contlnwus notion chord learn]_ a)Truss r0 de NM sh eathed from one race or omurely braced against Urecal movement (Idia e. gonal W Id). E) Gablesods spaced at t-TD. 5) Recommend 2x6 "Aacd om, on edge, spaced a11" 0 oc does fastened to each ss won 3-told (0as 131' X W) M StrolgbarMobe a11acRV 0 walls al NeO othere wrestrained by Nrermea� 6) CAUTION, Do not em t Wss backwmds. _ VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4np�p.�metrna�4n��Tesn.,res�an��nGnnnexnaene.eeP.�e.,.,,re.,R�,a�Rnense MiTek® ny traog ,cnww a',yye„s A. ouany tiwna..nn. u are acsl aulNmp comvoneN serery laonmfion �pue rmmve snoM�elauMog component pamu 9ueance rega ache �� msGamy1s Tss35]llunewsmn �Om+r' eomm�enaom) VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,w4 � vem�4np�p.�metrna�4n��Tesn.,res�an��nGnnnexnaene.eeP.�e.,.,,re.,R�,a�Rnense MiTek® ny traog ,cnww a',yye„s A. ouany tiwna..nn. u are acsl aulNmp comvoneN serery laonmfion �pue rmmve snoM�elauMog component pamu 9ueance rega ache �� msGamy1s Tss35]llunewsmn �Om+r' eomm�enaom) Jab ITn« Type Dry Ply R85361669 UNIT -16&25 Gem �Tvss Flom Supported Gad. 1 1 Builders FrslSance (Carta N/m ,TX), Carto6bq TX-5006, Job Reference/pgpnalj Ix Thu Nw 1414505] 2➢24 Page 1 63N 22 MR IDVu&n�GYgWHs%c6NNysBXU-M]FIC'MSBTOHg3N3gPgnL6W3uITXbGKNSCUdIJ4zJC']f LL1$ 11Sa II z 1 5X3 II a 1. II 4 sxa II s®tr=rlaz 9 sxa= un II 16K1 II 1c4 11 43T 41. PMIe Ofhe6 lX YI- 5 Food0.1 To 190.1A0.1-81 LOADING (psi) 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 HgT(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 p pins, 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 w 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)olnt(s)05,Z6 FORCES. do) - Max Compp Mlax.Ten .- All forces 250 So or l s except Anen sbmm_ NOTES- 1) Gable repulres continuous bMlom UmN be.., 2) Truss W be Nny sbeaNeJ tmm 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 fastened to conch buss won 3-100 to 131"X 3") na05 Sddahac s to be a0aclred to Anils al their older ends ce dest2lned 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. res nanen.nE.nerene.eeP. dlrRneuse. Mill ny traog 9ueance rega ti� ce',yye„s M u ww JGI ouaimsN ryen tle� amtiwnalmm'ePtrnunl anndCSIB,,R,g ComponeMSoohlmoo,odm m�m¢tle fiomM snoM�elduMog component pamu �Ore+e' eomm�enaom) y1s Tss35]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 7)1 Grapevine, TX Lot Block Plan Building 7 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 If we can be of further assistance, please give us a call. We of service. 'LIE F Respectfully, 0 Tony H. Childress, P.E., S.E. ia'' }�jE fid to be U T f QJ Z •+ fJ O i. CHILDRESS r ................ ...... � 72029 ; x 'ONAI ENly... F-7422 w .ces9lobelxom ,CRAR INEO.. THIS PAGE RELEASED FOR CONSTRUCTION RELEASED ES NOT UCONFLICT WITH THE BUILDING CODE OR ZONING ORDINA CE Try APPROVEo PLANS is BE SEPTox TNE.we SIre AT 03224/2025 BY: ARNDLDO RAMIREZ TSBPE: I+I3BB BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY J 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 South Mein St, Ste 215 Grapevine, TX,76051 PHONE 4694 76101 GGiffom@nuclticaphal.Com STRUCTURAL ENGINEER Childress Engineering Services Rod Stade 15MN Gree 11h, Ave Ste 1000 Richardson TX 75081 21144516630 fade@.S9loha1mm ARCHITECT CIVIL ENGINEER SCHAUMBURG ARCHITECTS Kimley Horn KEN SCHAUMBURG Lon Lusk, P.E. 8432 BLUE HERON CT. 400 N. Oklahoma or,, Suite 105 FORT WORTH, TEXAS, 76108 Cel'IOIa, TEXAS 75009 PHONE 817,929.2389 PHONE 972-704-1176 JEFF@SCHAUMBURGARCHITECTS DOM Lori.LuSk@Kltnlay-Hum.CGm 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 eFNaa PNISMaNe MxanatlenelReeMeNlel wee. e n meeawnhMl N..rmx.a M tl i - -RA ATER aeaee e I ne rz PM1 mP. M1P n Pd mmxM1 r.I>i moan+bwe P e can x,Mbpalimlhxxeaxxt RlindM1x weOrwM nrhw GnNntlety Mabxt]SnnMxm MRMxM mkimeeum mtle ePawdeueM1 MwuW�Mnc epa a P,Na inmeimmemamvwinMw M1a beMDDnu in a w�Min whmM1lx4 PP and inadxellkR un'iaINS hra aWClM1etl Pamlxe.invMl M1a M vke i ru- nim hativ 2 R-Value vHM1mmal enrelvwm be R SO wilinyrool. R 20 walk umrq nxymam ma-im w S, nvrvvenktl alSc. Ixulabvn baMwn unite lnelutl cavM,v be rvvAwvd m meetax e. Sxievf tlxren mrmenvr Mntivwam be AntlanvnlW xriee. ,Imam be imulaW wdhS evmyrvamly vvvxlmee aM1ard Nv ineukbvn in elxalivrwalN alvininaairy 10.AII nehdor�aviFea to bauemnluvewwl BNeM1VbuxjakednulAetlev IT IS THE RESPONSIBILITY OF THE OWNER/ 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 12/11/202412:21:32 See comments in MyGov ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS 1 APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES SPECIAL NOTE I CONTRACTOR SHALL CALL FOR INSPECTIE PROVIDE SAFETY GLAZINGS AS REQUIRED PER (877)410-3070 SECTION WS AND EMERGENCY ESCAPE AND RESCUEOPENINGS PER SECTION 310 OFTHE CONTRACTOR REGISTRATION WILL BE INTERNATIONAL RESIDENTIAL CODE REVOKED UPON PERMIT EXPIRATION. CODE REFERENCEAPPICABODE CATEGORY CODE INFORMATION SECTION ECLEC TION CODES IN aultmlG EFFECT 2n21INTERI2ARONALBULDNGCODE(�i3C) ONaL MCI ELECTRICAL 2020INTERNARONALELECTRICAL CO DE PLUMBING 2S211NTERNARON PLUMBING CODE UPC) AND N151NTERNATIONAL FUEL GAS ACCESSIBILITY LAS CODE ONES YCOGE 20151NTERNARONAL ENERGY CONSERVATION CODE IIECC) ECuas,Fiunaxzl INTERNATIONAL FIRE CODE RFCI PS: lO ES DT REA DM ... ................ . CLASNIKARONR NTMTVPE VREFERENCENEEDS TOINCLUDE 2031I.P.C. MC.T-1111 PHASE 2 DRAWINGS i— TII T uu a[v i T +Tre�.'Io=or SMI INFORMATIONALNOTES NO TREE REMOVAL PERMITTED PRIOR TO WRITTEN APPROVAL ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND ALL EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT MANUALLY OPERATED. FLUSH BOLTS ARE PROHIBITED. THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY ALL LIGHTING MUST COMPLY WITH SECTION 65 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 SIGN PERMITS SHALL BE REQUIRED. H CO W s JU Z O mw C R Z L O m ] &a moo w $ r ITL Ua >= v W Lei UP3 D-� M NO w. wruian Rw � a)i Z C=) O n'l�^0 V qp� i^ oU m m 04 d C) I— 2, C) 0gw o RD _ o • COVER -FTQ Building7, Unit 25 W Lu Z Uoo�: �" G1.25 Uj QNNO N -- W E a--�----- - - - :- - -- — --- —=— — I l}- — £ I EAST DALLAS ROAD —_ EXIST a" S 5. _ � 4:.� — E%ISi 6"- - - ----—BPB�,_— - ]80 � II O.P.R TC.T 13 12 7.70 INAGE //////E%ISTINO 24' PUBLIC ACCESS, UTILITY_ �». I EXIST B" 5.5. / INST.& NORD222344D]SOMPRTC.T. TQIV . 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. 03/2412025 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. a ` a ' LOT 1A, DLOCK tA, / L� - BUSINESS PARK ADOITON �`- INST. NO T.D22 O.P.R234407, / .% (ZONED: TRANSITCT. pIS1RIC1) � 16 10.66 o I I a II I— I 1 1 1 Id is I ' -- _ EXISTING 2a• ////r------. .._ J I DRAINAGE, UTI UTY, & / ACCESS EASEMENT) I I LOT 1, BLOCK 1. HASTEN ADDITON CABINET A, SLIDE 12126, P.R.T.C.T. OWNER: 929 MAIN, LP 1 (ZONED: TRANSIT DISTRICT) MATCH LINE SEE SHEET C-yy081I V 68.29 BLOG 5 15 1] 44.83' L eLOc s 18 14 20 Cxm 21 41.53' L BIDZ 6 NOTES N1o� H ` (]% LONarvo Nn� sLaPE MAx) - 1 A F-1 1. S� t / �I PUNS) J// 5.DDN �10' UTILITY, DRAINAGE, CENtEa5�9osM wABK g- ME OR CEMENT 1RFAtFD TRASH C &SIDEWALK EASEMENT p{y PAD n I ,� PAVING SECTION A -A 250 5. CTRIC RIC DIM EASEMENT `VM EST -41 2a E E 02180]1509 IF O.P.R.T.GT. I_ rwis j zss (Doc) _ (�x LONG 1u a avE uaq P i ary L a PARK xO Ig PROPOSED 5' UTILITY E' X� EASEMENT L5UEWFWIK VAE2 05 uNs) EE i `W Pm11ERs BOT1 WAYS B^ SMWNED OR LtlzvWlT 1REATEo LOT 5A, BLOCK 53 zs3 c ORIGINAL TOWN OF GRAPVNE PAVING SECTION B-B INST. 10. 1221216006, O.P.R.T.C.T. OWNERI D.L. ROGERS CORP. (ZONED: TRANSIT DISTRICT) AMEN ON TRASH IA — SEE 14 PAD PI —2.82' (BOG) NI Im I I Ism (SEE SEC o x 4 4�nON. I ORIVEWAY� `DRKWAY 6" MOUNTABLE NTERs BOTH IWAYS CURB PER DETAIL N ER BROOM SHEET C 42 s MAIL BA IM at CEMENT TREATED • ' . 32.0o' =1a.0p' PAVING SECTION C-C 1800 (SEE SECTION „Ts e-B) z ]o (Bac) UTILITY EASEMENT - ' 1800' z=IEE � aT ss N 7A.-R 260' (B ) ---6.00' LOT 1R, BLOCK 1 o8 R�oONI I &HADD[TON cENTERs 6Dw UENTCAB. A, SLIDE 10901, B PR r.cT. PAVING SECTION D-D 1800' / < OWNER: BHA REAL ESTATE N,8 . I HOLDINGS `C (ZONED: TRANSIT DISTRICT) �11o.5r (Boc) BENCHMARKS 16.00' -yyo 1�2 49' (BOG) '1M�1 T11 s ffl uoNc Am 8;00'ENT 8K I & WAY. SEC' a t800'• (SEEBSB'TION $ T&l OF THE-a-T 6R8. N W*E s ) CITY OF GRAPEVINE TNIB 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. 03/24/2025 BY:ARNOLD 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. it lr 20 �.I L 10.51' (BOC) 2.49' (BOC) — — — — — MATCH LINE SEE SHEET C-07 .—AF •:1 6I9i� — — — az bo' - T7 Ir�� i� I BUD G 6 1R.00" (SEE SECTION a I r 22 L y 5.35' �p, I � 1a o0 5O PROPOSED 5' UTILITY EASEMENT F 5Aa 5.39- £ A-)z (SEE SECTION LOT 1, ADDITION 1, BI 24 7 RASH HASTEN A1212B, L y 25 24 23 TRASH CABINET A, : 92 1MAIN P.R.T.C.T. I PAD OWNER: 929 MAIN. lP ��----II - 1-2.29' (DOC) (ZONED: TRANSIT DISTRICT) /I „ IIM// J 68.29' _ LOT 1R, BLOCK 1 � I M&H ADDITION CAB, A, SLIDE 11C. T. OWN ER: BHA REE L AL ESTATSTAlE j= 5.39' _ o HOLDINGS LLC v� N \ � (ZONED: TRANSIT DISTRICT) Ii I81 E� - ae E Ill 2zr (eoc) -� Ik zm 88.29' , VARIABLE WIDTH 24.00' DRAINAGE 4: SIDEWALK j BLDG B (SEE SECTION d MAINTENANCE EASEMENT A -A) I 0 26 22 26 — — _ EXIST GRATE INLET—'', ' 3 — EAST NASH STREET - E -- - ' EXIST 2'X5' FOS GRAPEVINE MUNICIPAL COMPLEX BLOCK I LOT 1R (ZONED: GOVERNMENTAL USE) NOTES ,. ALLNI:,a,sloNR�E.°FA�NF�NRaNNusaN„a�w:�ENo,Eo- - _ — � 2 ° as°s-°sN RE��xINE<,�xsr,��.�.NEux�NW:,NI.NI�.sx�Ml A�RW�°Ew,THmEA�Px�=°N�MRMIN,N°E s (TX L° 41m xAL sL°PE MAX) D.s s 8 xv �xs) s W NRooM 0 CLu,Ea5�9osM wPaK 6 UME OR CEMENT IRFA,FD T a PAVINGSECTIONA-A iog= Nrs ^\ zk'Rg6 aM.Esx (� IF LoxclnaE Hn�.4°PE MPq PPRKI` o — A— ISOEw E" Y ® s N. �r,ER) 52Mom wAYs 6^LIA— I Ta[PTEo PAVING SECTION B B N�a IConleyuHom MMEN o~ N — _ PI ux 11.Ns a L' RIh-- MllRY� F I M -- x �DRIKWAY S" MOUNTABLE CURB PER DETAIL N ON 18' CONCPflEA SHEET C-42 cENreRSABOTH WAIT W,H Ea"ce Ba°DM uMa °EMENr mu ° Z N PAVING SECTION EC-C ZO d LL (f) J N zO 2xu'E- i Q Q co oa Mwnr i ceE CENTERS B°1H wnT�s oye ce RRoON rZY MME °R E M Nr m mM w LLJ PAVING SECTION D D z Z _? w N s O LLI a ~ W co co BENCHMARKS d Z Q No 'a-Tl Q = O z mE 1-1uoxc Elf O f1 U Q e Ia WAY. V N L.L KQ TT LLrv-� mMI s2BeR W T OF THE sMB.Soi SHEET NUMBER Ems,- A2A.M� C_08 MFAOFtA Wlmbw}SN, tl I LVELi Ap iR9 wyyr T 1 A1EI1 y��ry `£ II 518 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING Liuc iws �///rrreUUHlllll `'1FPXilll@f F _11 rz AND UNDER THE STAIRS iIJP�^- ,� D " N� A AOE LEVEL1 COV,PORCH 59 49 Area Legend Area Legend Area Legend Area Legend .N.. -UNDENRGOF ne Im.KK Y al" Air Conditioned A/C Area A/C Area LA/C Area LEVEL30PEN SALcowssANO-1 OECK11 ® OPEN BALCONIES OPEN BALCONIES ❑ COV. PORCHES Pau reDr eALCOwesANORCOF DECK TALCPEN—NIESANoaooro— ece Sig AND ROOF DECK AND ROOF DECK GARAGES a w P i RAF— y P�RUE 9SF F S9 nn, ■ SGSSF cc r nn DPD 14 - I --- -- - r _ ENi YDOOR EEAOGARAGEgLASIANES � NNGEO ( —111 GUSS IMOR —D IIGOR PANEL CORE --EL LEVELZA� Gs, GF E19 SF . E 3NC 1DNs sF ___ {,n i�Iryn' nn % 'O. �. ® U 1WIN INTEGDDRDOOROLp INIERIOR90LI0 CORE ENTRY DOOR CORE DOOR POCKET 910ELTF TMR E%1ERIOR GU33 PANEL SLIDINGGLASEttERIOR EKTE0.p0.GLA93 GLIOINGG a PANEL OUGHNING PANELlAYOIRS MAY VARY PER INTERIOR DESIGN PACKAGE SELECTED C CUPOLA AREA D LEVEL o3 AREA 6� LEVEL 2 AREA o LEVEL o AREA c) DOOR oTYPES 0 ii M.Faxl � W GPR G NO FIN sI ATERAL .DUAL D, r Tam If l� 0 ICI m THIS PAGE RELEASED FOR GON—UCTIQN CITY.T•PRDYEDFGUaDL',R`TNo�,.Da as�AT osrzazozs � BY: ARNOLOO RAMI—TSMPE 1.3898 BOLD NG INSPECTION DIVISION. ' RELEASE DOES NOT APPLY TO CONSTRUCTION IN x EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANCES MUST BE APPRavED. ■ C Cupo/It, WIN CUNIT 25 - Level 3 ,/4" -00R=HEOULE areMAn ONAL NOTES I TY, II Fl all ...1.. � W Wbo lem IT r.m " G'�"'IT p 11 .AGE I caaa � *eao.onwlaren,l rm""owa"P.m I I I I I a.mm� m,eu I *9 FINISH SCHEDULE Ll 3/4"= 1'-0" „N 0 1 I P49 m UNIT 25 - Leve/ 2 114"= 1'0" —� ----- F __E. ' i REQUIREDON Floor Plan Level 114- 1' 0" THIS PAGE RELEASED FDR CONSTRUCTION Ewe, EaUSoN. o. R oNN.US �H APPRDYED P—IN PT D. THE DB SITE AT BY: ARNOLDO RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN -EMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MAST BE APPROVED. 'ii 111 11� 111 I CSection 3 1 /4" = I' 0" C 3D rT S-,,, - I J CUN/T 25 - Elevation 2 - a c� UNIT 25 - Elevation vation > - a 114"= 1'0^ 114„= 1,0„ OurE--- - �� - --- -- III- I.�WMM77 7=A J Section f Section" 7 C 7/4 V,_o„ C i:RaP OF THIS AGE RELEASED FOR CONo NSTRUCTION .w.mm,�omm.w.mw.n w R WFRRIRE5UILCWG GGOE RIDNING OROINANCE.CT NFORMA .-L NOTES r.Irr APPROvcn P-11' %(B ( NTIE JOS SITE AT LL 0— 25 BY: ARNOLDO RAMIREZ TSBPE: 1-1. BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. I mN MYeFIw II DECK WATER RgOFING �� FNBFINI?NNAIERAL REOLAL U) z m O mm" Z wL � of L w _ - - --- -� w Miremk P.IID CM-ERPFOORNG AND FIMEH MAIER/4\OR N- 4 l'� ■rzooF Pux-xnrzss UNir 25 - Roof Plan C ,i4 - - A3.25.1 1 OF ,NTHIS PAGE R RELEASE DOES rro^r�AUTHOre R c woQrcreOry Coo ce CT wnx THE euaD mpE NG CI PPROy oRp 'ON TN T ALLTMEIN pG/2412025 BY. ARNOLDO RAMIREZ TSBPE:I�SGB BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST RE APPROVED. ELECTRICAL SYMBOL LEGEND RECESSEDLIGIR ® FLUORESCENT FIXTURE l DESCRIPTION SYM RECLGSED LIGHT (DIRECTIONAL) © — WPIE(OUTtET: s.All IN CEIUNG NOUNTEO FIXTURE TaEPHONELACRPRE-v_ FATHERPROCTEUPUDDURET GROUNDFAULTINTER PTER DUPLEX 0U WI g wellM VII-1-RE � I DOUEIEFLOODUGHTS � J m.+weoa.+m^^..wo.M,m�o. :� -, .TOUTLLT COUNTERTOPUGHNNGUNOEx UPPER { SMOKE DETECTORWIgED INTOHWSE ELPIFX WRET62•A F F CABINETANDAEOVE CIRGUIIS-WIBATTERY flAG{LP . TUFORMATiONHL HOLES A[CRMWNIEDWPlEXWREi iCIN g 1 UAN CWELGHTNG IIEOI GEAOft4. ESASSEY WALL MTO. �LOWCEnING CELNGMNTEp DUTIET WDUPIE]( r f SOFFlTNIGUN-EDUPLE%OURET CABLETELEVI51LW 91NTWlFFACCE55 SPENDEpTNCANDESCENTDECORATME DRCHANDENIEi ASSEL PEN�AN i SINGLE POLE SWNCH N CEILING FPN /} IENTn LIGHT 1 vm� DIMMER SWBCH py SINGLE UP UGRECESSED SINGLE UP LIGHTS 3-WAYSWWH GAS 1 I VV GASHEATER G, ®I SMONE DETECTOR ® HOSE BIB f NOTE: LVEHIFY WITH MEP POSSIBLE LPAN 1 EACH FUGON 5I8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS ate• � $_ 7w Fll of/oorP/an Level 1 -Electrical rL , __J^� 2 Floor Plan Level - Electrical c3 ) Floor Plan Level 3 - Electrical I/4"= ISO^ �J 114"= 1'0" z �m Q w 3 z to )W Cmcot m _ go x w I w _ y a' U Q � rW � �H ■.wow a Cupo/a - Electrical eh �� ,Fe>w�vPo� IN „ "°reTU -"— A4.25.11 THIS PAGE RELEASED FOR CO GST UCTION ALL TIMES y2 025 BY: ARNOW RAMIREZTSBPE: I-SSSB BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 5/8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS _J ®I IIF E Em ®mimes....=■ ---------------------------- Bldg 7, Units 23-25, Level 9 UNIT 25 CEIUKG_STAIRSUNDER THE STAIRS o- UNIT 24 UNIT 23 m w NO, Z E. U) ] U 0 CF W �� rt333 a gE TU� �ay U�3 o � w M r „ 2 6' ■ Blap 1, UMuuu.Lmm, AB1.7.1 1 UNIT 13 - Level2 114"= 1'0" UNIT 25 UNIT 24 UNIT 23 THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT —HORDE ANY WORK IN CONFLICT INFORMATIONAL NOTES CRY APPROVED PLANT TE BSI2 1-1 BY: ARNOLD RAMIREZTSBPE: 13888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CDNSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. w U A Z F 0 8 U) ] U a g E Iu� 9a u� oI S w 2 r „s ,qAR V N"NF� CITY OF GRAPEVINE THIS PAGE RELEASED POR CONSTRUCTIOSELEAN FL CT WUH 0EIN—AULTH—F AN'ME 8UIL0 NG CODE OR ZON WORK N IANIF _P_OVNP -PTOXSHE JO 91_T —4-15 BY:ARNOLDO RAMIREZ TSBPE: 13888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. CUN/T 13 - Leve/ 3 r/<^=Iw �_ LIM 0\ -- sow 1 s+. vs UNIT 25 UNIT 24 UNIT 23 MM INFORMATIONAL NOTES ■ Rm, �NN��.Lwa> "-AB1.7.3 Is. aNl as nal¢I 77 1A.1-IDECKW PRWFING /NDFNSABBI.. LFFM FINISH W— C - NS SBAL CR SBUI I I.VLA -�2 71 Q FQ 55 A THIS PAGE RELEASED FOR CONSTRUCTION 1111E llEl 1IN111T CI ro fiE—TONTHEJOBSIRE TYAPPROOEDPI-ANS L TBES BY: ARROUDO -24-11 BUILDING INSPECTION DIVISION RELEASE DOES No TAPP TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF V— ALL CHANGES M UST BE APPROVED. UNIT 13 - Cupola 714-= 1'0" UNIT 25 UNIT24 UNIT23 Ml INFORMATIONAL NOTES "-AB1.7.4 IE FIREWALL AT CUPOLA 3x RAmEp9- - , INeuLA,- ��TEplap e,iEA,,.m�c / / � / �-c��Ica1c18rE DErAILs / IroP Or PApAPEf _u u u / \ I L-EN ruE� wrra 3n�iaE � .nuw s,.00p I ~�-vecrvwr a¢AFo IN. a p a W E¢ INT— aw,.L Arm oPAR p SEATION T. TOPru,e §•H-srua -PAETFN LINE DENNS—E wALi IrOrDp —--flREWALL AT PARAPET / camw wuLs 4trexP. Am Wrt /mac FIREWALL AT PARAPET scnLE In-/ _\ I �nmula Ar oe«mu I RacFlra; srsTEn RacT acme-r \ t ica+xv uwu ar RO.x. E re 1-.serums. IOc � r em I/ .-� Loral loss �wscli rtiiaLarroNs. 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DIVISION: RELEASE CONSTRUCTION IN EASEMENTS OR PUBUG RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. 10 LEI ArchneUaral Specifications il" A, LIJ LLJ —.—IL I IN w LEL U.M., w. reewmeaa 11 HID-1.1— A f— M fi-h—. —I W Lhilawn IS .— "-AB2.0., Bldg 4, East Elevation I 'O'nw—, .. Kati, ,CHAN.114Q. THIS PAGE RELEASED FOR CONSTRUCTION RE—SEUDESNOTAUTH RIZEANYWORKINIONFLICT APPROVED THe.roe s.e Ar 031242025 BY: ARNOLD O RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. CAST STONE MASONRY DETAILS ON FRONT ELEVATIONS (TYP), NO WOOD TRIM Units I- South Elevation i/e V-o^ Bldg 4, Units 11-13, North Elevation 114— 1,0„ UNIT 23 UNIT 24 z = - Bid 4 East Elevation 4 ire.= _a� UNIT 25 NFOR—ONAL NOTES ■GY.TI.N. `,;,_` — "-AB2.7.1 I 0 00 M DE PPOBHNG BR ISHN OREaAL THIS PACE RE R TION uar+,wYmu..mnrmrr.<mwa.`" OT INI REWITH TH1BN,N�ONOUCO.OR ZONINOOROINANCECT BE INFORMATIONAL NOTES -24-25 BY: ARNOLDO RAM— TSBPE: 14888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 9CUPPEP SCUPPER A� pi U w z � F e \ z �� mW W vamaM M m' 00 Zoo Qx qk�e BGNgD MATEBALNS I d SHE U� w�2 M I z I I D� UN/T 13 - Roof 7/4"= 7 0" UNIT 25 UNIT 24 Nj9 E mu v J UNIT 23 ■ alm,,R�oTP,.W.�rrlr,z��4 ■sM..�a T ■ In --AB3.7.1 3 Foundation 3d Rear CRY OF TNIS PAGE RELEASED FOR CONSTRUCTION l=011 NOT ORIZE ANY WORK IN CONFLICT CRY-OVEOPANETOBEK MNGTHEJO S EAT ALL TIMES. BY: ARNDLDO RAMI— TSBPE: 1-08Y0 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 4 Foundation 3d Raised Front Entry Detail ( Foundation 3d Front 'o w 1 E1 co C0 UNIT 25 (1 FOUNDAT/ON PROF/LE L J 114"= 7 0" UNIT 24 UNIT 23 VERIFY ELEVATIONS WITH FINAL CIVIL GRADING ■ Bap 1vwuHOPnaa PBttirE. ■ srre.. "-AB5.7.1 FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS GENERALNOTES ABBREVIATIONS VALVES AND FITTINGS MII- — - 2 `.�NFIOITTolm F T' =IoN= — 'A Ll IF— 11-- T_ — -- " I NTI IN -N am �wTarrsroA>,oinw,FssFlAuOePAFlTorTFleowoiw I = '7 �r NE- TFl7=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 away Ise nu AT L"`T"AL=W= ERS IF IES g.AN.0_ 1— �"I. =�T I TIE LINE TYPES T' 11. R -IT ==N IAZ 1�71 Z ..I. AsI—— I I III IPN=111�1 TX�fl IK 111— 11 11 —NIIIN -1" =N FIRE PROTECTION GENERAL NOTES "ll IE I III ILZAN%1.1=11 � '11A ERIl ANI =�'�PAL''T .� LL 1A —1— F I IN Tll D HULIC CALT ONI $HALL DErDE ="` �Vo " NIR" IN I . E =E. LIN. A-1—LE 2�=� —El .11. 181 1. lE.E NT F -AN. .11 lI R cony N��EEN.T � "ET � I �I A, D E—L., A —R, AER' _E 3 8PR NG LL AN "TTIN 11-111E VIllllllll=Nl%'E" T. r� ElER 5 F= 1111=H V " 1WE ZITZ T �TTO I TAll-.T. PE =I.T=,,E.T IM T'll 1111EILMD 6 R E F T C I= � o I �ZIN12UF1 RI 2 T �QER� PA 'U PT "Dol Z o TY101 1 F0R'.E'C' C'�.Rolo ' "= AGF'R.0=LLR `F� ` --l— A_N_N2� I TIE 11— TE. 1 —A IN ATI- To 'E A . U. , COMBINATION WATER/FIRE SERVICE ENTRY DETAIL I 6AMPOS "NOINEERTNG—J INFORMATIONAL NOTES THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT INFORMATIONAL NO— THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT CAMPOS "NOINEERTNG—J FPO.02 UNIT 25 CUNITS 23-25, FIRST FLOOR PLAN 1 114^_ 7,-0" UNIT 24 NOTES BY SYMBOL FIRE PROTECTION NOTES z�aEOE�.oR�,E�A�,aPv,aEFEnEE.aE„�w I"m��a"P'�E`roE'�s�"a�TM�k [Ar,H[aGi[ oN cc NOTE: THIS IS A PERFORMANCE BASED DESIGN UNIT 23 LEGEND PEP-EPPIPE INFORMATIONAL NOTES DEPARTMENT CAMPOS • �- �—EN OINEERIN CrJ d�aa an.. �,o ��m"' %-,,FP1.41 NOTES BY SYMBOL FIRE PROTECTION NOTES =a " "m a E`roE s" TM k [AS_N[ i[ oN cc UNIT 25 UNIT 24 UNIT 23 CUNITS 23-25, SECOND FLOOR PLAN 1 114^_ 7,_0,. NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND .R-E—HPE I• INFORMATIONAL NOTES THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT i CAMPOS •� L—ENGINEERING) FP1.42 NOTES BY SYMBOL FIRE PROTECTION NOTES UNIT 25 UNIT 24 UNIT 23 UNITS 23-25, THIRD FLOOR PLAN ol NOTE THIS IS A PERFORMANCE BASED DESIGN LEGEND = 111—— -IT 1 THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT G I&AMPOS "NOINEERING-J F P 1. 4 3 UNIT 25 CUNITS 23-25, CUPOLA FLOOR PLAN 1 114^_ 7,_0,. UNIT 24 I IN 0 NOTES BY SYMBOL FIRE PROTECTION NOTES =a " "m a E`roE s" TM k [AriH[a oN cc UNIT 23 7 7 7 NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND J INFORMATIONAL NOTES cz; i i • ��oa �,.Ews��.,ErE` CAMPOS •� L—EN OIN EE R I N�J •u..�w. an...,, '--,, FP 1.44 0 LA °T [l - — m ILI, :TT T_ TMT _T_d� 1-1- F-4] eIe one ............ Wy 'IS III RI- FOR CONSTRUCTION RELEASE ..... T AUTHORIZE III III IN KlICT . THE LIL. __.ADNANC, FILAN. - E -FT IS. SITE T l BY: NOLD RAMIRE—B-1-3898 BUILDING INSPECTIONCIVICON RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF — m LARRY L. BLACKMON, INC. D0 . — IS IS IS IS ' EOOO I I a AI _>n�y� N�c 6.f f C�ftfM i y� ((!® 4 ` = Yo l P, i? e ail qiL /}I�,•saCm�ee� .11 o 1 IE�rlEia Wn �m�.2f� I aS .ayq, � +m �s ale cN t4 �Y�I wi nc�m N'I orzrtry I dlil cal 4Fdia I y� �� 4, J i4�u13OdA 9e 40 Srriw6�care c�au A — 1*oTa� Joao 1 7 , . �» ucs i rvm IPA � ° 17—�—� raulmiu oo- i�vo I I I I L rmpL aAD I INe,zam. 2 9 is siNid® rsaMe sNiden rsroE 2 F_ Is I P' I '. A V .� r1 I wui ovEx I �� m 3i oPtlala.u. carve ctW 9 I mot.• �� ^ors B•INFORMAnONALNOTES o 4io d e GN IJTolMZ zr'a �I a P �`�1 VEiw I �o�vEry �oed ��II Im� im, 2 � �V` THIS PAGE RELE SA Eo Foa coxsTRucnax zE ANv waRrc IN corvr-LICT NG CODEIOR ZONING ORDINANCE. C_pPROVEOPDLAMMSE MTHE.gBSOEA 53M4M025 BY: ARNOLDO RAMIREZ TSBPE: IJ BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLV TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. U) w z 0 U) z z m �a w zo a LLI F- a e�7 ■ �w m.rs ■ w.ra. •a®w smm •am. E001 I I 0Lighting Plan Level 4 Cupola 3/w- 1'-0" a BE6o�, I Lighting Plan Level Li 3/1c'= r'.D" 02Lighting Plan Level 2 �4lElectrical Plan Level 4 Cupola �1 Electrical Plan Level 3 Electrical Plan Level \_/ 3/m— "", . / 3/W= I-0" 3/16"= 1'-0" �IaP �a elINFORlMTIONAL NOTES CLighting Plan Level 1 3/16"= I'0" C9 Electrical Plan Level 1 3/16— 1''." RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. U) I11 z 0 g In z 0 m z ! oa z � LU F- . ■ �.a, m LARRY L. BLACKMON. INC ■am. E1.25 —' Ir ox wlxdunultt - , .SITE GAS PLAN I " - 20' ww, n/a -mxou, AH. 10 MH: 10 2 ,SITE ELECTRICAL PLAN 1- 20' L ul Z 0 U c Z O wg of v �\ u e� I4 fio 02 € I' §1 Lu uj v IS w.nw zia e .1JM ?Q i¢ LARRr B A NMON N _ a �o rv� oesuw MH-10 �� ,GRAP,'NF xmmnnw r-oo�w °x wo TNIS PAGE RELEASED FOR CONSTRUCTION ORI L CT All CONE NGORD .11R ON NANCE. cITYAPVROVEO VLA 7� IT aN TxE J:'. AT as 24-2s BY: ARNOLDO RAMIREZ TSBPE: IdBBe IS �ortxnuEu"gym°ww IS BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE NPROVED. — L n tom"mow o B pm°' E r 1 Ut _ I DUCT LINER DUCTWORK DETAILS 2 BRANCH TAP DUCT C — / CONNECTION DIFFUSER [, , b � IIIIIIII� IIIIIIIIIIl4 I A-` w DUCT ECTIONS TO MAIN /G \ PRESSURE DUCTWORK r7/ +SUPPORT FLEX DUCT CONNECTIONSL TURNING VANE DETAIL 9 —Fix, SPIRAL DUCT SIZING v �� i� dIR HANCELING JNIT MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE I DOI.JENSING UNITS e dIR HANDLING UNIT5 m FLEX DUST CONNECTIONS AND 5UF—RT GRILLE, REGISTER, AND DIFFUSER SCHEDULE FRESH AIR DALCULATIONS — I Ire I owws.. =INFORIMn NALNOTES vi BUILDING INSPECTION DfV]SILN858 BUILDING INSPECTION DNISTR RELEASE GOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST RE APPROVED. Fn W Z 0 g R) O Q] w�� Z fio i oaLU � �~ ■ mrnw. vl.n a m LARRY L. BLACKMON, pINC. � m.aia.un. i�nzmua ■ tacx+M-x Nprts'oErnJs ■ w.rs.. avo>r��rrnr w M000 �INFORMAPOrvAL NOTES I �� I�FEE 1 .Mechanical Plan Level Cupola Mechanical Plan Level �s/ls i'-0", , I P16' 1-0• MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE MECHANICAL BYMBpL LEGEND .Mechanical Plan Level .w�°ercwueu" \ S Mechanical Plan Level 1 LEVEL 1 & 2 HVAC,DETAIL 3 16 = 1-0 GIi 1'13E 1HIS PAGE RELEASED FOR CONSIRUCTON BY: ARNOLOO RAMIRE2 TSBPE:1— BUILDING INSPECTION DIVISION, RELEASE DOES NOT APPLY TO CONSTRUC EASEMENTS OR PUBLIC RIGHT OF WI ALL CHANGES MUST BE APPROVED I`.—I — I —j In LU Z 0 g U) p m w Z fioLU i oa aLLI I-- m LARRY L. BLACKMON, INC. M 1.25 READY L" 'HE NTENNER USE' OD N SHALL NE I LABOR THE GUASANTSE ARNDIRS NAPP. INDaoervcrA(AOUT"O"IM "AVlrvcuoeo HCINC LAN O"ATOerN (N C uL. ETL csn),'AN. Al.eP eLE TO THE AN" I', IF ls CoMDN�ATRCYK AFLH FLAT F — PR TRADES AN THAT TUP VARIOUS NTEIFIAMI .1 IN DELAY F., URA OF 'IFER III I_ PULN LACE BEEN A"" By PROP" 'I IS ANN NAURU IN THE RECUIP. Ill. T- PEP oars sT.TO IN THE RACE All TERM `UF`NN ARM PAF`N NO AS PROHA FROM 'TE AIYHUFQT IF THOLIS AS SMALL AS POSSILE, GENES AL NINITIIATIN R.PN AID DEAN. AREAS TORUISITA BY III TO HE iz. reIPAN1 ARE' INO "I', THI SECTION PNCCl ION "AID H _A I P R " ", FAIR REFORN AIR PAIN'. NFA Ill SHALL BE AINTAHOF SEE C FOR A MIN.— IF I- ANNULAR CL FARE C_ ANY. TUYJ, IN PC I11 W1111 c1 1 FOUND A C. ULAGP ARCH TEST BEFORE INSTALOND ANY 801 NOT I.C. . TRE IATTA OR U INNEW EDLISAMTRY AA, SY AIR I LA.ER THAN THE TIRE INR— AND I. PRE ""I LAROE' HAN III L"' DAN IN III- E,CALLU CELLULARo�M �r�DU„ory ARAL SATEA TINT N,,LARH SHALL ENR MECNANI*CAAL EDUIENIII (FARM INI ERI PRINT I.EPLAM TO EI AND/G oE.SCRIeETT ON TH RDHHT;cT All/IR OU`HION>`aFP°ERE-NIRs AND �I' FH Nui%2 PoHINDRDzn9ry ne[uausR RN (uncun) oT wcAL N ETAL BY urvc9 T"Io1xry s4 Cu eor" olre[criorvs OINI HEAVY PLAY FIL III TRIP "ID I "nIFT raauG, au0 mm Coiurs CAR. mom .t mos '/= SLACK. i o IF "I HOD,`,I E Eo PPEIno. A I DIIERENTAL ACROSS DAM PER SCRESCHOR MI PR�E�R�AENICFMO.DEL Aa / o METROPOLITAN AIR TEI.N.O.Y MASEI RT-11I OR I.— BY Y.— I -Ell IAIPER of/;—1 AGE TAN1.11 PIT NO IT, BRIEF ALAN R.S. PEATH eeN .EETMETAL.IN IN WITHAI 3MNNTN IIA'IrvTERINR AUII10E III LNw PREeHRE ID" T LI* PRESSURE DLES RALLHE G'NsTN O"THIS <,1HEIAAANTIALED ;NO G1NA. REacu(oucr"E'ssuRc cuss z i'��o�a wc.j r�Exie��ouc� s"ALI_ BE ILIB.ARTER TYPE U(BRE DF vx FUNTS TO TALLER , y DUST DAN 11ALL NOT o 1%1 oiNCH�Es DIRECT CNur"CT I. THE DUCT lHALL PAT BE IEII IRAN u�/z IIxcHcs TIURII 11DOS OF orve ARCTUND Hl IN AS .RP AUNNAA, ON SPIR CUP FARE ANC — 11 AT SUIT TAPE IS A ILAMI APPIR HE OFFER INIGRrvo%ore oc IRS wP`R w°F"AF'" oum rc" irvmscnory TESTING AND MAINTENANCE. LABEL EACH Doaa"(IFF IRRIuwicE LETHINc) Fo ...... E/sN KIUE� I1zno Q aI II/CARD, I, LCYACN 15 DICSIND OR LESS AT ALA R OR M DITTATCH HAS AS DIED ON RED All OR NAIPAI INDISHAS GIIT FAR DUST ACIIIIR«)" AID MANIPPLAN',APL EACH NINEC " FOR FIAIN OR AALL A, I'll III TI ACCES END' GAT NG ABE AVE RIAR�" AID AIDHAAFI RLORD CAR IS III SOLUEN 1014T�,�ETRF CENT HH AE) 1N CHIS .TN A ANw 17CE11 NT DR. NITRNGBT PAIIING NCULATE SINI N LINES WITH AND NDNID LINES WITH vz F.A.E. PLAILIC A:Ic',' s zOa) TO OIRI OIL T:APO AT THE eASE BE (EaMAce'""IAY oICJA IF vies BE a `1.1WNE AFTER CIA iNs Is comauETE I 'ECH RE, TO MATCH THE FANCU., INIFAINI III All IIAIIIAFII COL. DROP ABACRATE. IF THE DA7ANCI HE ACNTR.� IN AIR �HE, UP I THAT NIIALLATCH BEETS IEEBRE.ENFP OF THE IPECORIAIRN. TIRE AT/EN IF ` NA.IIIINC ` CRY PC TNI--S PAGE_IIELEASED FOR. CONSTRUCTION RELEASE DIES NOT 11THOPIE INTY WORK IN WNTHE OF LDING CODE OR - NINE RGNANCEICT TI CITY APPROVED PUNT 'BE KEPT ON THE JOB IN AT BY: ARNOLDO ZMIIHU TSBPE: 1-3898 —FICTION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. m LARRY L. BLACKMON, DING. EN I ixae..ux IAll— III AUTANTI-1111-1 E ■ swew :., MS00 O e s ?�c31llf� wo il4aw s ri cm Avvsovvnv TD av $I'll TRe.wa sere AT BY: ARNOLD O RAMI— TSBPE: WBBB BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. DETAIL EXTERIOR CLEANOUT � scNe: xis �e APPLIANCE 6,45 CONN. 5 SCALE: — it u-INFORMATIONA-NOTES m LARRY L. BLACKMON, GINC. IS ■ rtNelrcnonvoe7uu IS IS ■ w.ra. P000 CSeMm r Plan Level Cupola PumainG svriaD� LSD I —�� NEINFORlMTIONAL NOTES C3)Sawer Plan Level 3 3/16"= 1'-U" n ,Sewer Plaa Leve12 Water Plan Level Cupola (Water Plan Level 3 Water Plan Level C 1'-0" � Pl C I PLurlert� avnaDL LFssN0 TSewer Plan Level ? 3/W= 1'-0" CWater Plan Level 1 3/7- I'-0" BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. LU o W Z 0 Z co �aF w Z fio a f sa BLLI m LARRY L. BLACKMON. INC (R-D- , ■ nw imsy¢ ■ rtNelrcNxu4rt5 zrzozaaxun P 1.25 tku r, Gas Plan Level 4 Cupola �✓3/1b—11--0" Gas Plan Level 3 3/W= I -0" KA CGas Plan Level 3/Ib"= I-0" rMIN RMANONALwNOTES wnw°"'gl x� �a / Gas Plan Level 1 Io 316 =1-D ^ew v^* O ul Z O 0 Fn p m w Z34 fio i oa LLI �� ■mow .IH, CARRY L S ACKMON, INC. GHAP NF „� ues.�m e-mana r-vrew THIS PAGE RELEASED FOR'CONSTRUCTION IZF ANY WORK IN CONFLICT R WITH THEB hO NG ODE ORZONING ORDINANCE. CRY A PRDVEOP OE KEPTOx THE- SITEAT 03I24Y2025 BY: ARNOLDO RAMIREZ TSBPE: 13098 ■ wsvLwuwTn BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN ■-- rr,Iv:omHl+xr. EASEMENTS OR PUBLIC RIGHT OF WAY. ■ -" - "`' ALL CHANGES MUST BE APPROVED. ■�. P2.25 THIS AGE RELEASED FOR CONSTRUCTION —L', BY: ARNOLDO RAMIREZ TSSPE: 1-3898 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS DR PUBLIC RIGHT OF WAY z F- C 0 co Lu �d z Xo @ W L3 t z_ t Lu F � �r ■ F.�,. zlm a m Do) ■ ttuleixrv[anurrorvs PS00 io'3 Va• 0-b a" - a'�Irz" �' rv-0In• In•a3A iOP1 ¢oROMA� a (alw5� a a1w�5 ie.P • I6 oG µW ; 16" O.o£Yl fa)�R5 ioP n _ olwxna^ �3 � S Ivy//;alwS T�aP sn ;� H 2. E^ciT A T I� rtYPIo,V,I RAISmT I I r ,/ 570 J . - ill �� I I �' Y� �-• �I r' b av F1'si uN b v- rLooR G G v x. s,OG rERln' Ns Axo tors L— — L-- L--- — LA -IONS TFry 5,3 _� ein --- ----- --- 5,1 E m I J L-----_ nar.FlmE RNi. 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Q MPJ �" N4s vezT a 18Opt. mT„ne„t .os °um°rizea o I �T-I MIT SLAB STRAND CLAD. w w Q LIVE OR DEAD RID 4r{j" 4'.q" oR EOLT DETAIL WITH " wlvPl exec°rd fUe� OO-R-AB STRAM3 i -LEI F BEAM STRAND >C�P �wHERE APPucAeLE - DRAceDANOH a pr o :1 Z Lu - =_XERIOI BEAM Mry MUH /3' - d¢ M C-BAR- 2 BOLTS ARE T B e I5•oc_ II N16111 d LIVE DRC MAX 1 w DEAD END w rH N 2 of R b I'1 N O C III- SEE MIscE_LANEouS NOTES p �/) L E,__C N t J II TIT oN sNEEr 5I 2 SAND-B FOR . - POLY a 4 SAND CUSHION. ENDS CAI BE NA LED OR WIRED \\ N cONCRETD. 5 w _ Q BEAM STRANDi5J \ REW RED W OF -'°Ld J EEPM STRANDS TO THC FORM EO.AROS _ E m N _ N WHERE APPLICABLE B's STAKES AS REQUIRED TO EACH BUTT L 24 660923 - — .-1 Bo�OMRP� of ALL rTazz O I'1OB xumaw _ III MAINTAIN A 5" OLEARANOE MIN 12" INTO UNJI5111RBED vJIL III I� FROM RO'TOM OF BEAM LL�GH PLADRF— nro tlecument me 0, xyTT°yn°�Bwt E..o sFA r c4 coMPALTEP lu. ul STRAND END LAY -OUT TYP. BEAM ELEVATION - ®STEM WALL W/ DROPPED BRICK LEDGE SALLP EFo .F111 I ".....EN BRACED W TO LAB A� ErAI� BRILK LDD�E sl S2 6 a GRAPEVINE BROWNSTONES, LLC �1 CLEABE RFOR C E TNIB PAGE RELEASED FOR CONSTRUCTON N�n Ds EA". WDRx IAN F GT WITH THE BUILDING CODE OR ZONING ORDINANCE GRAPEVINE BROWNSTONES - PHASE II VI s W w V) em �PPxovrn Pux p03242D25T�TMEaoe siE �T 235 E.NASH STREET (BUILDING 7), GRAPEVINE, TX '! 8Y: ARNOLOO RAMIREZ TSBPE: I48D8 INSPECTION DIVISION: TTO PLAN: BUILDING 7 M Z L� RELEASCONSTRUCTION IN E DOES NOT APPLY CON EASEMENTS OR PUBLIC RIGHT OF WAY. U w ALL CHANGES MUST BE APPROVED. J _ _ 2505 N. Plano RoaE 1_ Suite 4W0 J — a� RWNartlson, Ta. —2 _ LU i 9 CHILED,PtESS �o�re � O ENGINEERING SERVICES u~i - Q 3 9 REVISION LOG w REV.# DESCRIPTION: DATE DBWN O Z Ntw vux cBexevlNErc testa is a s cs 1 SHEAR WALL PLANS 0, Q 2 3 4 I vv. n z-o g AD— 4 � 9�nB (l I/Y IFD j nWa e[W x[Ob irzval�v/�1�1 m yq� y- UNIT25 � aimv wue�isom � �� sxn¢IaX�rKx s¢Fl�e sss)� �� C� L.Y�1L_I A scEGTION GA@,#GE DOOR OPENING DETAIL IWFl mew a4xtt o B saEcnON UNI1 24 UNI I L3 www s rT�w,~e�� r�. ems / moww as $ DETAIL GRJ� e ~ l cir Avvnoveo vux;7p@ IToxrxE.wesire AT 6YBUILDING INSPECTION DIVISION M B ON IN EASEMENTS OR PUBLIC RIGHT O, WAY Q I«nw m_ E ObPou aF E . pEt%MC sW1=.S 1,1-1 wAFtt M'4l 1ST FLOOR 1 J J u _ W z g O U y 9 K 3 9 p m W o Z a � The seal appearing an this document was authorized byy Tony H, Mane- PE. #72029 an 1OM7124 (Record copy on file) ZS OF f,�00074uf�FPc ...... E o 5 °oi ONWH72029 GHILDRE550 000 GtS12 °-- F-7422 _ This document may not be changed .er. In any fashion without permission from Tony H. Childress, PE .SW1 M � w— ME S e \ 2K j)/ —\\\ z� ) §§ � , ! | | ) _� I „ _ A , 2 D RooR This w /� changed a, K SHEAR WALL P ANS a UNIT25 UNIT 24 UNIT23 S � Hex naves A 8 � my H.It<wm m. =�IecnTEwrer a '"� O ENGINEERED PANEL BLOCKING fTRU351 NO van a�mn O"`)NEERED PANEL BLOCKING (TJI JOISTL �ggx !3S I WAV) �du1N1^^ yw CITY OF GRAPEVINE THISPAGE RELEASED FOR CONSTRUCTION \J VI C� V IPV RELEASE DOES NOTAORIORIZE ANYWORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. W ED GG CRY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT A= nNEa. oil, O Z DN25 025 BY:ARNOLDORAMIRE2TSBPE1-3S" Fi W II BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN UZ""' U W EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ? J J — c _ W Z = O cf) y z S O 3 —� Z O i a rwuuxxocura„ 3RD FLOOR The seal appearingg o this do .—, was nuth"' " byy , Tony R CNld— P.E. 572029 on IOM7124 (Retard copy on RIO �4 0SS f,Noaoovol To4paR c e I H E r 'ci a oNT�H cHiLDrzesso. }`} 72029 Q$ 4 bo 4ad0 u�000�'� F-7422 This document nay 'at embe changed rany fashion xithout pission �— ropy H, Child—,, P.E. .SW3 SHEARWALL PLANS m Qi aax Arc 1� 2 UNIT25 UNIT24 UNIT 23 IV 5pp5 }e �d� 61 uITn E CITY OF GRAPEVINE •• THIS PAGE RELEASED FOR CONSTRUCTION U1 5 RELEASE GOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BLIWINGEOR ZONING ORDINANCE W Iy�j PLINEff RFMEPTON THE J08 SITE AT —_O CITY APPROVED TIM ALL ES 01/25/225 BY: ARNOLDO RAMIREZ TSBPE: IJ898 m 2 2 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAV. f 1 V W e q ALL CHANGES MUST BE APPROVED. V J 6, v L W 0 C € Z p i OOf E m w LU The seal nppenringg on this .-nent was auth Ized byy Tony H, Childress, PE. k7229 y an 101024 (Renard copy on fi(e) 7—ld i,�Gl 000RlNG S OF I e " o oN�Y%H. cl+n..przEssg " i 72oz9 ae F-7422 4TH FLOOR This docunent .a not be changed. reo \ In any fashion xI houi permission F...Tony H. CHldress, P.E. ,SW4 HOLDOWN SCHEDULE SHEAR WALL SCHEDULE OTYOFGRAPEWIIE ZY.— THIS PAGE RELEASED FOR CONSTRUCTION Ln LU Ll Y: ARNOLOO RA IRU TSBPE! 9 'SPECT'ON G'V RE=`..PLY TO CON'SSITORNUCTION N EASEMEWS OR PUBLIC RIGHT OF W11 U 6 TI _TZI Isw,x 11.1,Ir =xx ALL CHANGES MUSTBEAPPROVED. C6 Lu F_ cf) IMT ToM.==1 =e` I.. � 0 ca uj uj as "w; this CD The I'll _ ML T=1 dlt _ZL%. b TonyNH, Childress, PE. #720 9 b 1007124 (Record copy an f0.e) OF AM F-7422 GO.PLIA-7 —1 IRC Th' sdoc.ent Yal ot be changedULTINATEM.—PEED ITEp , H In Y fashion without P ... ,ibm iY �OSUFE CATEGORY: f Tony H. Chlld,e,,, P.E.SW. SCM STACKING MATERIALS SEE ENGINEERED CUTSHEETS - I I ---------------------- ------------------ — it 2EL BEAMS PpU Leeath 1Pmd-3/4" Iles Net Qty Fa Type BE23 0" 1 3/4" x 11 ]/8" 2.0E Mfapllam® EVIL 3 3 IF BM4 10' 0" 1 3/4" x 18" 2.0E Microllam® LVL 2 2 IF BE 22' 0" 1 3/4" x 24' 2.0E Microllam® LVL 3 3 RE 2ND FLOOR TRUSS LAYOUT NOTES ( VFW CITY OF GRAPEVINE ml5 PAGE RELEASED FOR CONSTRUCTION, RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPTON THE JOB SITE AT ALL TMES. 1111512025 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. PI.UD Length Product Plies Net Qty Fab Type 'BM3 22' 0" 1 3/4" x 24" 2.0E Microllam® LVL 3 3 FE 3RD FLOOR TRUSS LAYOUT ***IMPORTANT*** 1. Nstomer u responible to verify that the product Builders Fuse Source is far dwensioval 3 R is the responsibility of the customer. builder, buildiag desigper, FOR to lighting 5. Adjm9 truss spacing as re nu m avoid all plumbing drops, f flues. and HVAC da—rk. Do NOT B. This placement dlegrem u for Ivicehov eud Gaming proposes ONLY hu9Retlon brecing is the the Stronabac C BracjnQ v Providing epprwed ell see ev--requuemmts needed far the'..'e as — es areha- a spxify any recessed maetiovs, BVAC requirements, mdlm mechmieal else¢ sizes place cat alter, or drill ANY atlucmrel member of a doss ¢Wass specifically and respomiE11, of bnatler. ¢lease refer m the BCs1 for brecing rechwgaes am It is recotattrended that trusses are braced with a MINIMUM 2x6 Strongback .—A." I«al and muvmipbty staNtes at We Ivicehw the being butt BFS dues bmldtng destgc, ma —hvvs. Umler vv chdumstavices u Bulders First Svmce for hgh' i H reneea, amtwork, pmmitled by the wss desi� draaavg. recemmevdativns. every 10' (at vertical or added block) and/or as directed by the FOR or Builder pmrect's non perform oely component desrPy es dhanM by the customtt budder msponsble g or mechanical chases abl. regti CLEARLY spemfied AND _1 fi Trusses and/or beams are not designed to a.p 1 masonry 9. Do not veil or screw through hotizwtW sPhca Plates of floor ESPECIALLY over large open areas for ceiling uniformity. reginn� mcluteu ac Evgveer of Retard fen Ibe Rojen. coerdmmea wild a R Source Prig w a— Cbnemiov of en kind Lintels P, older mawmy suPPart%are to be sued and provided by others. busses 2. s Fuss Source is not responsible for determining whether 4 Under na chE.&ances is -Id— First Source or their truss '1. spentied m 10. Ft8 all fastener holes b hmgcrs wild fin —a, Bottom chords should be leveled prior to onaching bracing and the shucM1ure built by means of mmponrn[s Z. cnginttxwg fle, saPPhea by aaaaea Eirst smaee menu a1a1e, rovory, evgmev the EVPjneer of Recoil t'or ANY proje0. f. Areas val covered by busses are to be field Named by others seb,types the rocreepovdmg hanger table. Refer to Simpson Strong Tie catalog for tables. should be installed during truss erection per BCSI-B] reconmrendations. �yman=aror maniciPalm eadea, regulations, or aaaeaamaa. REPRESENTS LEEr END OF TRUSS AS DEPICTED ON TRU55 DRAWING DA HANGER LEGEND HATCH LEGEND IllIV24 AeexovALs (A) 1,11s41a (ill FA BEAMZ LEDGER (, LU5414 (o) —BEARCVG WALL \J FpIA422 (15) ®HVAC; STORAGE OD THACA22 (o) NUCxAWICAL CHASE SHEET HU414 (h) GI@DBR TRllsB FT-1 FO HGU9ala (d) ,,;;ISTEEL MEAN ROOP DECK TRUSS DESIGN LRHERIA STANDARD DETAH,B BviWiug Codes; IB TCU (PTPI2IN TCCL SF): 01 ® 19 TCDC IPSP} 25 BCD. 0 osO B �L 10 U (PNO — SE): 135 _ Truss Depth:20"IIP LL Max DzF1' 3W �y li Max Defl' 240 T - - -}-- - - -- - - SEE ENGINEERED - I -I CUTSHEETS 4'll 11 d'611� roc®c�uvvmmmomnuxeu 'l II Ilp I =al ® I I II Ill E L >fl D) �� eFIVAC �fl I do ll ll ' l Ihr lI I u I nasm: oaAa'ma � 1. caterer i '� STACKING MATERIALS C v 'll 2 We CITY OF GRAPEVINE W THIS PAGE RELEASED FOR CONSTRUCTON RELEASEDOESNOTAHTE! ZEANYWORKINCONFUCT Q U WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE NEPT ON THE JOB SITE AT 9 DECK BEAMS PBM"D Length Pfptluct Plies Ne[ QtY Fab TYPe ALL TIMES. *BMI-D 22' 0" 1 3/4" x 24" 2.0E MicrolLVL 3 3 FF 03/25/2025 DATE: o110Y2022 BY: ARNOLOO RAMIREZ TSBPE: 1.3898 DESIGN HY: LC BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TOCONSTRUCT10NIN SALESMAN:.DANNY O. a..vmro EASEMENTS OR PUBLIC RIGHT OF WAY. JOB NUMBER: MD ALL CHANGES MUST BE APPROVED. ScwiE: 1/a• = 1. ROOF DECK TRUSS LAYOUT REY sforvs: -- - REPRESENTS LEFT END OP TRllss A AS DEPICTED ON TRUSS DRAWING DATE: REMARKS: NOTES • IWORTANT— DANGER LEGEND HATCH LEGEND 1111vza APPROVALS 1. Nstomer u responsible to verify that the product Builders Fuse 3 It is fe fespovsibdityof fe customer. builder, build'mg Adj.—m avoid WI plumbing drops• 8. This placement diagrem u for Iecehov and B mg puryvses (A) 11524 W) FA BEAM I LEDGER S— pia &g is approved far ufl d—ioval and desigper, arehrlecl ar FOR to spxify any recessed lightwg f place flues. and HVAC ductwork. Do NOT cut Aft or ONLY Lu9flehov and bmcing is fc respomibflity of the Stronabac C BTAcine -- ev�eenvg requuemmis needed far fe sn .o as weft vs locations, IT— requirements, avdlm mechmieal chase sizes Mchv drill ANY svucmral member of a doss uWess specifically builder. Please refer to fe BCSI for bracing W. and It is reco/ui/iended that trusses are braced With a AHNLVUM 1x6 Strongback �°c\� J LUS26 (3) E4T. BEAR nG WALL g all 1-1 and muumipbty staNtes nt E. locehw fe p ,J h being built. RES does - perfrm bmlding deagn, and —hvos. Under nv chdumstavices u Bulders First Svume responable for hsh.g inrerrerenees, ductwork, or mechanical pmmitled by fe wss desige dmwm�g. recemmevdativu. every 10' (at vertical or added block) and/or as directed by the FOR or Builder Husze w) ®xvnc 1 sroRAGe I,* component desrPy os dhvnM by the cusmmtt budder chases oilers regti E are CLEARLY spemfiad AND -W ns fi Trvssea and/or beams are voi deigned m a.p 1 mnsovry 9. Do not veil or screw through horizwtal aphce plates of flam ESPEC7.9LLY over large open areas for ceiling uniformity. re8ismred mcluteu ac Eugmeef of Retard By the Rojeel. covrdmmed wif B Firm Source Prig m was Cbncaiiov of v y kind Lintels m ofer mawvrY supports ere to be busses by HGUS26-2 (5) O MECHANICAL CHASE 2 Bmlders Fuss Source is not responsible fr determining whefer 4 Under na First Source m their truss cL. Lances is -Id— cited and provided ofers. 1V. Fr0 ufl fastener holes W hmgcrs wif types spmtiad m Boftom chords should be leveled prior to vouching bracing and HGUS28-2 (0) GIltDER TRll55 SHEET the smrvM1ure built by means of romponrnts md/or cnginttxwg by Builders First Senate cvPvev the EVPjveer of RecoN t'or ANY project ft f. 2. Areas val covered by busses are to be field named by others the rorrespovdmg hanger able. Refer I. Simpsw Shovg Tie I. S cemlog for rubles. should be installed during truss erection per BCSI BI reCO/Imlendal/O/IS. FT1 supplied nrens stale, wunry, airy,rand/os mmicWalirycodes, regulations, or uddendunss. F THDHdla (0) S1JiEL I -BEAM