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Home My WebLink AboutTH2024-004449City of Grapevine �SYSTEMHAUSE Residential Energy Compliance Path 'u101N"OLNC; B01°1001dP5 Energy Code Requirements of the 2021 IECC (IRC) as amended NmenwanNG.n II Submit with application for either p'mmn 0 A building permit OR ❑ A Certificate of Occupancy Project Address: 250 E. Dallas Rd., BLD. 8, Unit 28 (1 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 42-Total Building Performance Compliance: Section R405 (N1105) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI ❑ Option #3- IECC Energy Rating Index Compliance: Sections R406 (N1106) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table RVI 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 ff5- HB 3215 (87R) Home Energy Rating System Index Compliance o Includes compliance with ANSI/RESNET/ICC301, as it existed onlanuary 1, 2021. o Includes compliance with the Mandatoryrequoureenis of20181ECCSeaion 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. FR v TF Agency and Certification Number: SySterrlhaUSe - ICC 860592 Signature of Responsible Party: _�J _�- -,ALI `" XP"""`° '"`mowEND---- Printed Name and Title of Responsible Party: William S. "Stan" FOSOfO, LEED AP a _ " ALL CXAA NEAT BE AUSEALOSSIG Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a commmee of the North CentaI Texas Council of Governments (NCTC %httos://www. nctcoe.ondenvir/reeional-buildine- codes/amendments. RECEIVED_ 1219QO24 24004449 "Grapevine Brmvnstones" 250 E DALLAS ROAD BLDD $ UNIT 128 TOWNHOME CONSTRUCTION Single Family House Energy Report 25% Project Details Above Code Project Name: Cadence_Grapevine Brow Builder Name: Cadence Homes Builder Phone: 214-341-0058th Builder Email: Stan@systeLD.8,U aisuresldescribedinthe20211ECCwthIR408.231Reduceldenergy Address: it28 BLD.8,Unit28 p erformancefm water -heating option (DHW UEF greater than or equal to 0.81 as City: GRAPEVINE GRA use in service calculated by the Energy Systems Laboratory, a division of the Texas A&M TARRANT Engineering Experiment Station using IC3 version 4.6.1 County: Zip: 76051 Certificate#: 1341994 ENERGY SYSTEMS LABORATORY Date Issued: 11/8/2024 ff I TEXAS A&M ENGINEERING EXPERIMENT STATION Notes: �<<Phase 2>»> Thevalues Produced azegeneraed by the DOE-2 Wilding ar.rgy.n.1yail program These values do not constitutes guarantee of actual energy usage by ESL or TEES. William S. Folsom, LEED AP 1C3 doenot address the adequacy of thes sizing of the heating/ xHe,rn1accordance SonWSSimuated Pefomonce Alternative cooling system. Emissions Reduction NC%: 3 lbs. Authorized Signature: SOx: 6 lbs. CO2: 5,196 lbs. . Cadence —Grapevine Brownstor Page 1 of 3 1C3!+ o„€.�od,"o"a Version 4.6.1 Copyright 2015 Energy Systems General Numberof Bedrooms: 3 Wall Cavity Insulation: R. 23 Wall Continuous Insulation: R. 0 Orientation: South Windows SHGC: 0.25 U-Factor. 0.35 Roof Cladding Type: Composite Shingle Radiant Barrier: Yes Sealed Attic: No Rooflnsulation: R-38 Attic Area: 1057sq. ft. Cathedral Ceiling Area:0 sq. ft. Flat Roof Area: 0 sq. ft. Wal I Area Neat to Attic: 0 sq. R. Foundation Foundatlon Type: Slab on Grade Foundation Insulation: R- 0 A/C SEER: 16 Tonnage: 5 Project Information Structural Floor 1 Exterior Finish: Brick Floor Area: 469sq. R. Stud Type: 2x 6 Floor Wall Height: 10 ft. Stud Spacing: 16 in. Front Side Length: 22 ft Right Side Length: 23ft Mechanical Front Side Window Area: 39 sq. ft. Right Side Window Area: 0 sq. R. Front Side Shading: 0ln Right Side Shading: 0in Blower Door Test: 3 @ACH50 Back Side Length: 22 ft Lek Side Length: 23k Ventilation Type: Supply Only Back Side Window Area:O sq. 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: 57 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 Side 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 Area: 0 sq. ft. Back Side Shading: 0 in Left Side Shad Ing: 0 In Ma .606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of Estimated Annual Energy Usage Proposed Peak Electric Demand: Proposed Total Area Lights: Energy Usage Category Pumps and Miscellaneous Ventilation Fans Mechanical Ventilation Space Cooling Space Heating Domestic Hot Water Site Energy 3.3 kW 1,055 kWh Proposed Design Standard Reference Gas (therms) Electric (kWh) Gas (therms) Electric (kWh) 0 88 0 88 0 1,009 0 1,264 0 185 0 173 0 2,784 0 3,341 258 0 423 0 97 0 97 0 360 4,065 520 4,866 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-13 & 28 MiTek, Inc. 400 Sunrise Ave , Suite 270 Roseville, CA 95661 Site Information: 916.755.3571 Customer: Project Name: UNIT-13 & 28 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 50 individual, dated Truss Design Drawings and 0 Additional Drawings. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 R85361575 A01 11/15/2024 21 R85361595 F01 11/15/2024 2 R85361576 A02 11/15/2024 22 R85361596 F02 11/15/2024 3 R85361577 A03 11/15/2024 23 R85361597 F02A 11/15/2024 4 R85361578 A04 11/15/2024 24 R85361598 F03 11/15/2024 5 R85361579 A05 11/15/2024 25 R85361599 F04 11/15/2024 6 R85361580 AOSA 11/15/2024 26 R85361600 F05 11/15/2024 7 R85361561 A06 11/15/2024 27 R85361601 F06 11/15/2024 8 R85361582 A07 11/15/2024 28 R85361602 F07 11/15/2024 9 R85361583 B01 11/15/2024 29 R85361603 FOB 11/15/2024 10 R85361594 B02 11/15/2024 30 R85361604 F09 11/15/2024 11 R85361565 BXO1 11/15/2024 31 R85361605 F10 11/15/2024 12 R85361586 BX03 11/15/2024 32 R85361606 F11 11/15/2024 13 R85361587 BX04 11/15/2024 33 R85361607 F12 11/15/2024 14 R85361588 BX04B 11/15/2024 34 R85361608 F13 11/15/2024 15 R85361569 BX05 11/15/2024 35 R85361609 F14 11/15/2024 16 R85361590 BX06 11/15/2024 36 R85361610 F15 11/15/2024 17 R85361591 C01 11/15/2024 37 R85361611 F16 11/15/2024 18 R85361592 CO2 11/15/2024 38 R85361612 F17 11/15/2024 19 R85361593 D01 11/15/2024 39 R85361613 F18 11/15/2024 20 R85361594 D02 11/15/2024 40 R85361614 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-13 & 28 - Site Information Project Customer: Project Name: UNIT-13 & 28 Lot/Block: Address: City, County: No. Seal# Truss Name Date 41 R85361615 FF02 11/15/2024 42 R85361616 FF03 11/15/2024 43 R85361617 FF04 11/15/2024 44 R85361618 FF05 11/15P2024 45 R85361619 FF06 11/15/2024 46 R85361620 FF07 11/1512024 47 R85361621 FF08 11/15/2024 48 R85361622 KWO1 11/15/2024 49 R85361623 KW02 11/15/2024 50 R85361624 KW03 11/1512024 2 of Subdivision: State: MTek, Inc. 400 Sunnse Ave , Suite 270 Roseville, CA 95661 916.755.3571 Jab A., �Tvss TYW UNIT -13828 A01 ROOF SPECIAL SUPPORT BUIIaers HeAS xee(Csm ,T.), cxmoBon, Tx - d, 'aa 11 2 'F= � 1PN J IUf 56�� ) R8536195 Job Re1ere c219pIs0�' , Ix Thu Nw 11 Pt ED 292➢24 Page 1 630s 262➢24 MRei fidL IB:VuBm YgWHs NHys8 mB 7FTCWsB]OHg3NSgPWL6 3ulT GMDoIJ4 JC'JI 66U 66U as II 3 a 6 ] b 5 a4 II am II Me= era II I PMIe Otiiets(XY1- 603T03-ol LOADING (psi) SPACING- 2-0 C81. Be -In dcC) Died t/0 PLATES GRIP TCLL 10DO PUte Grip DOL 1W TO023 VCbLL) Na - Na 999 MT20 2"BW TORT 250 Lumber DOL 1 or 020 VCF(CT) Na - nor, 999 BCLL 00' Rep Stru Ina NO WE 090 Ha(CT) -0.W 6 Na Na BCDL 100 Care IRC2021RP12014 VlmduP Weight 311b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or2x4 SP No 1 w2W SP SS TOP CHORD Binomial wwtl sheaddng Ulreclly applies a 5814 oC Wrilns, BOTCHORD 2xa SP 1650F 15E or 2x4 SP Nar aw SPSS Cxcept eM veeruals. WEBS a4SP No3 BOTCHORD Rigid ceiling Olrmay applied or 5oc Grading_ OTHERS a4 SP No 3 REACTIONS. All bearings"" (Ib)- Max Ho¢ 8=]1(LC 29) Max UpIM AIIuplMlDD1borlessa tint(s)8,5e ep[6=-1630(LC30),]=1663(LC2]) Max G2v Allreaot1oW2501baless MlolM(s)8,5e pl6=1]42(LC31),]=18W(LC34) FORCES. 00-Max. Comp Mlm Ten -All forces 250 du or CIE except when added TOP CHORD 1-2---680R04, 2�1IBV11]9, 3--59M580 HOT CHORD 7�167UM 6-]=136]/13(4T 56=59NMO b WEBS 3519 4,2-]=182WT7622L. 24562526 NOTES 1) W d ASCE 7-16, VuI=115mph D, scandal gust) S VasOimph. TCDL=6 Opst, BCDL �=6 0psf, hft. B-MIL L=MIR Cav�2ft Cat ll; Exp C; Enclosed. MWFRS gineclunaq add CC Calrel(J) zone, Cantilever left and right ex(wsed. end vertical left add MM W V,C-0for Farmers add Was B MWTRS fir readmns por sfteem, Lumber DOL=160 e grip DOL-160 2)Taus residual forwlM UMsmoepMneoe Nebussonly ForMWsex sedlowud(wmallo Me Face),see SYaMamindusby Gable End DMa15 as applicable, or Commit qualMed buMmg designer as per ANSI TPI 1. 3) PmvNe adequate d2lrege to prevent vmler priding a) Gable re,mrs anbnwus bmum tlmM bearim]_ 5) Toes to be Wily sbeaMed from one Fea or securely broad against-Mleml movemem P e diagonal webi. SF. 6) Gable studs spaces m2-0-0oC. p. -1 9S •••''•,••. ]) TMS Wss Gas been desgned for a 100 pa bottom cMMfve lomd Wrourcurrenl with any oOcerlwe bads. j G,J-" �jMA�j 8)' ITS Wes Gas been "MAurafim bad OT20 god on WE W[um Uatl In a8 areas IMEre a reCGngle 3 Dbe by 2-TO vnde / A wR M between Me M(bm abed add am other members_ i r•: //� 9) Pmvue memankal corm¢ on (by mN s) or Wss W Ma pbo capable mwMS W mg ioo Ib up10t alpmME) B 5 except (VIm /...............................I 6=1630,]=16W /MARCOS A. HERNANDEZ 10) This wss has been Msgnes for aRoal ding bad or 300 pft Lumber DOL=B 3N Pule gdp DDL-D 33) Connect Was to resist /••••••• ........................• drag leads along Groom Chem Man on-0b 6-1-0 for 3000M 1% 113878 .—. COR F-12513 November 15,2024 ,wA a v"any,naMmetrmalaREAD IMFESONHISANDIIeLuaDMEEREFERENCE RACE alro,MI. ,LAW3aerORE use, MiTek® ny traog ce',yye„s proses 9ueance rega title �� u row msH ouaiy'en amtiwnalwm'ePtrnunl anJaCS1BM mp CompM-m SaMyn5a,Mdn m�m¢tle fiomM snoM�etaumog component pamu �Ovw+.' eommcenenaom) 916]535]1uM1,TE Jab - DNIT-t3828 N/Am02 Buiers MHrslSaace(Caua ,TX), 12. It 03.n T Type " PN R8536t5i6 Ja kClnsetl 2 1 Cari TX-5006, [p- j 630s 262024 MReKiKdLsOiAS,Ix ThU Nw 1414A.292➢24 Pagel ID:VuMn YgWHs NHysOMmnRiF WsB70Hg3NSgPWL6 3ulT GMDo7J4 JC/I a2o s4 0 3zo a2 0 025 12 3m@=r141 a4 = 2 3JI^ u 4 as = LOADING (pst) SPACING- 2-DO Can. OEFL. In pbc) Well W PLATES GRIP TCLL 10D.0 P6te Gip DOL 1c0 TC 042 Vedi -007 4-5 >993 480 MT20 244/190 TCDL 250 wmcer DEAL 1 W BC 035 Vat(CT) -014 45 >SDi 240 BILL 00 Rep Strgs Ina YES WE D28 HUEACT) Boi 4 Na nh BCDL 100 Code IRC20217P12o14 MaVE AS WIM(LL) 0.00 5 -- 240 WeJgM 34 to FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1w2x4SPS5 TOPCHORD ShucN2l wood sheathing directly applied. except end verhals BOT CHORD 2x4 SP 1650E 15E or2x4 SP No1 a 2W SP SS BOT CHORD Rigid telling directly applied. WEBS 2x4 SP No3'ExcepY 15 2x6 SP 2400F 2 BE or 2x5 SP DSS or 2x6 SP M 31 REACTIONS. (slie) 5=05$ 4=M6Tahicel Max H. 5=i1(LC 9) Max Uplift 5=5D(LC 814--52(LC 9) Max Gary 5,804(LC 1). 4-8011) FORCES. (N)- Max CompMa,. Ten - All forces 250(N) or less except Men shave. TOP CHORD 15=2821112, 3-0 295/116 BOTCHORD 45-36W6i WEBS 25 96382,23 889392 NOTES 1) Wind ASCE 7-16; Vu8=1 i5mph (35ttmd gust) VasdSimph, TCDL=6 Dpsf, B(i Opsf, h-�f' OR, BAST, 1=40ft, eavei Cat IL Exp C. ErcJoseh, MWFRS (dlreLLonaQ add CC Contain) zone cantilever led and fight exposed . end veNcel left and MML expessi for menders and forces 8 MWTRS for reactions shavn, Lumher D01=1 W plate gdp Di 60 2) ProvMe adequate drainage to prevent rater pondeg s p 3) Thuss R s heed designed for a 1D 0 psf WHom tlroN live load nommnsta eat with any other Irve bads_ 4) -This Bass has teen designed her Ee'md of 20 Opsf on the Isomer chard in ad areas wM e a rectangle 380 tall by2-Do vide vie In beMmen Ne Indom cnord add on, other memcers_ 5) Red, N Unclogs) Ur trues to Bass ronrexWns. 6) PrwMe incidental corrosion (try Nters) of Bass to tearing plate capable of withstanding tOD N upOh at pints) 5, d T) Thin truss desgn requires that a an hound of 7/16" shucWml Mod sheathing be applied directly to the Up chord and 12- gypsum shcehock be applied the" to Ne bdBom chard pSE F.TF-F �11 . `t . I MAW A. HERNANDEZ ....;.........;. 113878 COR F-12513 November 15,2024 MiTek® Jabvss �TvssTylre Ory PIy Bl' R8536tIII UNIT -13&28 A03 ROOF SPECWL GINGER 1 2 Job ReterencGlgq� ) Builders FirslSaace (Cart ,TX), Carto6bq TX-5006, 630s 262➢24 MRei fidLsOifs lx ThU Nw 141450302➢24 Pagel IO:VuBe YgWHSXc6NHpBXOznnR7F WsB7OHg3NSgPWL6 3ulT GMDmIJ4 JC]I 1T2 Gatz 88n 1" 10 12-1. 1. 112 xim z-1-15 2-1-15 11-15 z-s] ® =t 253 025 12 .4 11 3x10 = zx4 3xa = zx4 axs = 4x5 g 12 2 3 d 5 6 13 ] 1 0 9 1t 4x8= ]xYb= Sv&= 8 111 4x5 — IT4 2 6b12 LOADING her, SPACING- 2— Can TCLL Turn P61e Grip DOL 1 anTC 031 TCDL 250 L.. COIL 1 TO BC 048 BCLL 00 Rep Stru Ina NO WE 094 BCDL 100 Cone IRC2021RP12014 Nunn, MS LUMBER- TOPCHORD 2,6 SP 240OF 2 BE or2n65P DSS m2x6 SP M 31 BOTCHORD 2x6SP2400F20E or 2x6SPDSSOr2x6SPM31 WEBS 2x4 SP No 3'Exr¢pr 1-11 MSP 2400F 2 BE or 2x6 SP DSS m2x6 SP M 31 REACIIONi (size) 11=0.58, 8=D68 Max Ho¢ 11=]5(LC 5) Max UpIM 11=267(LC 4t 8=z45(LC 5) Wax G2v 11=43]4(LC H.8=414o(LC D 1.10 N314 15d-0 b]E GEFL. n Bloc) VUefl Ud PIJVES GRIP Vark IT) C S "n >9YJ 480 MT20 24N19J vsd(CT) -07 9A0 >999 240 Hoa CT) 004 8 Na Ina WIM(LL) 003 10 >999 240 Weight 2081b Fr=20% BRACING - TOP CHORD Structural worn sheathing directly applied w 55 cic punlns, except Our veNcals. BOTCHORD Rigid ceiling dheNy applied or l IN cc branng FORCES. pb)-Max.CompR.lax Ten-ABrorresb)orx 250pssexcep(wnensbowrt TOP CHORD 1-11-67l 56, Y-2-493193, 2-3=105VV661, 3 1050&663, 45-6993M30, 5T=.6989M321�]13151 BOT CHORD 10.11=S21IDM9.910=G 9165, B-9=294M362 WEBS 2-11=]66]/5182- MIT, -2VaE635, 8-10�11135410-1 ISO 711, 49=2]8W0], 59-- 339/59, 69-199e,123, 6 40930 NOTES- 1) 2-pty Ws, to Be cone cled together vMb 10n in 131 NY) nails as Mlows Trip clwNs connected as fi8ows 2u6-2 rays staggered at 0-M oc, 2x4-1. M o-9a oc Bottom chains cane tal as rollass: 2x6-2 mws Margined at 030 oc Webs connected as!allows: 2x4 -1 now at GpC cc. 2)Mleadsareconsideredequallyappliedtoallplies,exceptdmtedas Ronl(F)orbx (B)face In Ore LOADCASE(S)set n Pith, ply connections have been p haded to distribute only loans noted as (F) or (B), unless othawse indicated. 3) Wind ASCE 7-16, VuV115mph (3-second gist) VasdSYmph; TCO1=6 OpsE, BCD1=6 Opsf, b=30ft. B-1511, L=MIR eav,5ft Cat IL Exp G Endi seq MWFRS puncllonaq; canbleva left and right exposed, end vertical left add right exposed; Lumber DOL=160 plate grip DOL=1 SO 4) Pmvlusde adequate drainage, In prevent yrala pondiig 5)Thfsbs has ate n desgned for a 110 ps1 WHom coN hve load noncoradent with any ones lrve bads. 6)' The Miss has been designed for a the Wit of 20kof on the hotWm chord In all areas xTere a rectangle 3 0tab by 2{W wine wR R between the Indent choul add any onha members ]) Phone mechanical connection (by Wnrs) of Miss to beaag plate capable mvnthsnaMlnq ion Ib uplm Mpinks) except IVOR 11=267. 8-245. B)Hanes) or other connection devlce(s) shall the gwMed suf chat ion supped[antenatal roads) TOM) In down and 51111 up al SIT, and 1000 ih down and 511n up al 13 HT on top tlmN, and 2475 In Susan and M Is up at 6-412 on undone Mount The desgn/selector of,son mnntun device(s) Is Me da,asibady drollness LOAD GASE(S) Standard 1M,u.d-nanoI Own MARCOS A. HERNANDEZ ....p...................... p.... 113878 COR F-12513 November 15,2024 MiTek® Jabmss �Tmss Type UNIT-13&28 R03 ROOF S"F ML GIROFR BuMW Firms—(Cauu ,Tx), cartoylon. Tx - s88s, LOAD 0 M(S) S n0a,U 1) Dea . Rml live (0 Wnu ) LumOel ln[rea -1 00, Plate Ina as l DO Ung mLoMs(pin Vert 1- 50,8-11=-20 Co¢ nMa Loaas poj Vert 10=2E75(F)12=1Oo013=1000 py Ply q [R853615]] 1 630 s L 26202E..1 6 dI1p�1p ;V, Ix Thu Nav 1E 1050302026 Page 2 ID VUBmd YgWHs NHysBM-s 7FILMSB7OHg3NSgP,L8w3ulT GMD.]JEJCW roea sa.ewan,se. MiTek® g,�evmom°p,enm��-N ,�.—I Jabvss Type Dry PIy R8536t5i8 UNIT -13828 A04 �Tvss ModwpeN 2 1 BuiMers HrslSeurce(Carta ,TX), Carrithn, TX-5MS, Job Reterence[p Ij Bl' 630s 262➢24 MReKiKdLsOiAS Ix ThU Nora 141450302➢24 Pagel ID VuMv YgMHs NHpBMmnR7FI sB70Hg3NSgPWL6 3ulT GMN DC iJ4 JCa 29-0 S28 i$8 oci 3 1. 1. 29-0 238 M8 2S8 2d8 }AU a =121x bx tz 2 4 2K4 II yI g 2 3 4 1 -4 II ss - 3x4 II i 9 IVI 5>5 = 1 1.. 114T 18 411 0 S2-8 LOAGING (pst) SPACING- 2-DO C51. OEFL. In get) Met Ud PEAlE9 GRIP TCLL 100-0 Plate Gip DOL i 00 TO 043 Ved(LL) T 16 310 >999 480 MT20 244/190 TCDL 250 Letter DOL 1 W BC 079 VeMCR -021 310 >839 240 BCLL 00 Rep Strgs Ina YES WE OW Hai(CT) 007 8 Nor nh BCDL 100 Code IRC20217F,21314 Matti -AS WWULL) 005 S10 >999 240 Werght 81 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1aWSPS8 TOPCHORD Shu[Nml wood sheathing directly applied. except end verhals BOT CHORD 2x4 SP 1650E 15E or2x4 SP No 1 a 2W SP SS BOT CHORD Mind ceiling directly applied. WEBS 2x4 SP No3'Excepr 1-11 2x6 SP 2400F 2 CE or2a5 SP DSS or 2x6 SP M 31 BeACIIONS pore) 11=058,8-0 8 Max ii. 11=81BO9) Max Uplid 11=1vdLC R, 8=-109(LC 9) Max G. 11=2019(LC 1).8=2019(LC 1) FORCES. od -MaxmlryMax C.F s . Teo- All dares 250 Md orexcept xTovm en sb_ TOP CHORD 1-11�35AEI 2�3739/8(Q 3d=37388t0, 45=-3572[779, 56=$S@RB3 ]�088] BOT CHORD 1011�431, 9 to- 96114051,&9- 112249 WEBS 211=282&eJR2-10=$1]11601,&10�9911]3,41 D—D 113$4-Y-6231185, 5-9-5&Vm %7, 6-9-94&1596 6-E=2]c3&645 NOTES- 1) Wand- ASCE 7-16, Vu8=115mpb (3seccnd gust) Va rdSimph, TCO1=6 Opsf, BCDL=6 � Opsf. h0r; B-45fl, L=408; ean,5ft, Cat IL Exp C,Enclosed, MWFRS(dlreaonaQ add CC Caner(3)Ase, ontileyer left and right exposer, end We Left add right exposeRCL Mr members add faces 8 MWFRS fir reactions sbgyn, Lumber DO1=1 SO plate grip DOL=f 60 2) Provide adequate Manage To preyeht rater poodro, d 3) Thetruss hasbeen designed for a 110 pef Wftom tldaM rive load nom'nncurteht with arty other live bads_ 4) -The Wss has been designed fora We Imd of 20 Opsf on the Whom clad In a0 areas wlcere a rttUngle T6 0 tor® by 2-OO vide WN ht between MeWBam clod add am Crux meanders 5) Provide, Mechanical connection (by orders) of boss to Ilearidg plate capabe of VnthstaMmg MD IN uplm atpings) except (t=b) 11=106, 6-109 i 6) The buss design realities Nat a minimum a7fl," strucbal wood sheathing be applied dhetlly to Me top chord and 10' gypsum / sleehock he applied My" to Ne Whom cM1ad j w n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA �dp.�metrma4n�bTesn.re5 nlLnan.nexnerene.eeP.e.,.,,m.,�W3aernneuse. MiTek® ny traog m%vmn> waded 9ueance rega title �� u ww msH ouaidycn amtiwnalwm'ePumtunl andacsiau, aheump,-io Soolylnrmm,o- �pue rmmve snoM�elauMog compvicenu pamu Ovw+e' eommpopeeaom) srci51nI1.ocUs— Jab Tn« �Tvss Type Ory PIy QANm Bl' R8536t5I9 DNIT-13828 MS Ja kClnsetl 6 1 Job 21.ff cGlp ) MdMers First& —(Carr ,TX), Carros TX-SDO6, 630s 26ID24 MRei iKdLsO�F's Ix ThU Nw 1414503t 2➢24 Pagel ID:VUmv ygmHs NHysBMmnR]FI .B7 OHg3NS,P,L6 3ulT GMD.7J4 JC'I ZSt 1.11 7s4 Ant IIR-] tbt6e 281 2d9 2d9 2b9 2b9 L.I a =124s o2s FIT as= .4 II &4= 2W II 4z8= 2. II is ll 2 3 4 s 6 I yl o E 11 Sol = sre o led o vor v so-n so-n LOAOING (pst) SPACING- 2-DO C51. TCLL 100.0 P6te Go DOL 100 TO 041 TCDL 250 Lumber DOL 1 W BC 074 BOLL 00Rep Strgs Ina YES WE 0]6 BCDL 100 Code IRC2021rtP12D14 MatUc AS LUMBER- TOPCHORD 2x4SP1650Ft5Ea2x4SPNo1w2x4SPS5 BOTCHORD 2x4SP 1650Ft5Eor2x4SPNo1w2WSPSS WEBS 2x4 SP No.3'Except' 1-11 2x6 SP 2400F 2 OE or SP OSS or 2x6 SP M 31 REACTIONS. Doze) 11=0.58, &Mcrlmnlral rOca 4x 141ua sL11 OEFL. n (bc) Wed HC PLAIEB GRIP VeMLL) C 4 3t0 >993 4W MT20 24V190 vat(cl) -0 t9 310 >9m 24a Re"ACT) 006 8 tea nes WMNLL) Ooa S10 >999 240 Wergdt 79 to FT-2 BRACING- TOPCHORD ShucNml wood sdeatbng directly applied. except end vedlcals BOTCHORO Rlgld ceiling directly applied. Max Horz 11=81(LC9) ISM Up118 11=103(LC B), S- lDLC 9) Max G. 11=1958(LC 1).8=1958(LC 1) FORCES. (Ibl-Max Comp.Mlax. Teo- All files 250(NI or l s except xTen sboan TOP CHORD 1-11=325M, 23 51STM, 3d=3518075, 45=- SSCRr47, 56-33610751, I�299/86 BOT CHORD 1O1I�DcI282,9-10=-9223825,&9- 272124 WEBS 211=2689635, 2-10=30V1524,&10�169.41D-3WV128,4-�901179, 5-'—Me/164, 6-9-32W1602, 6-8=261L 5 NOTES- 1) W it ASCE 7-16, Vu8=115mpb (3seccnd gist) VasdSimph, TCO1=6 Opsf, BCDL=6 OpsY. h,30d; B-0Sfl, L=40d; ean,5d, Cat IL Exp C,Enclosed, MWFRS(dlrerhare) add CC GAUMM) Anne, oni lleverled and dgbt exposed, end wMalf left and add expcsed;CL nor mambas add faces 8 MWFRS fir reactions sbgar, Lumber DOL=160 plate gdp DOL=16o 2) Prwlde adequate drainage to prevent rater pondmg . Q 3) T s Moss s bn designed for a 100 per bodom tlwtd live load norawncunent with arty Mha live Nods_ R teen 4) - This Wss has bem desig dfor a Eve lead of 200,W on lire Whom cbad In a0 areas wlcere a rttUngle 3 0ME by 2-OO vnde ale do between tee Wdom clam add May aother members S� OFjF _P 5)Refer W ghdeors) mrwss W buss condecUxs L\,1 . -1 1 4 6)Wwldemecllamcalmnne ion(by Mh )oftmssWb nMp6tecapableowMs MmgtDOlb UPIMaljolnt(s)exceptot-&I GjS' 11 11=10$ 8=106 A 1 •; ]) Thee Ours desgn rel wood sheaNing beapplled dlretllyWNe Wp clwm and t2'gypsum �+ //� r dirc ,tta eWarrN]/ib"sNstuml sdeetrack W aW4ed dhec8l to 01e Wtlom chum. ............................... �ARCOS A. HERNANDEZANDEZ ;. M 1...•. 113878 i... COR F-12513 November 15,2024 ,w4 np p.mmetrma4n�anTesn. Ms nl Lnan.nexnereneaeeN. e.,.,,m., 3aanneuse MiTek® ny 9ueance rega title �e a',,. n ww msH .syT ouailyen amtiwnalwm'ePtrnunl aneaesl M, aheomp,-is Saleyn4onmdon �pue rmmve snoM�etauMog component pamu �Ore+.' eomm�enaom) Mrci5Inllunews— Jab mss Noss Type Dry PIy 8l' q R85361580 DNIT-13828 AOSA JACK -CLOSED 1 L Job ReterencGlp� ) Builders Firm ce(Cart ,TX), Camara, TX-5006, 630s 262➢24MRei R%i1''slnc Tm Nw141450312➢24Page1 IT VuMm YgWHs NHpOM-nR7FI sB7OHg3NSgPWL6 3ulT GMW Do7J4 JC'21 2A1 5 11 R5 < an a 12-21 L-tO8 2. 2 49 14 a 14 S 249 2E-1 ® =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 10D.0 P6te Gip OOL [c0 TC 036 VEMLL) C08 310 >999 480 TCDL 250 Lomcer DOL 1 W BC 052 Vedi all 3ID >999 240 BCLL 00 Rep Senor Ina NO WB 0a Dori 004 8 Na nh BCDL 100 Code IRC20217F,2014 Ma0[c-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 31 TOPCHORD ShucNmwoo d od showhig directly applied. except end vodkas BOT CHORD 2x4 SP 1650E 15E or 2x4 SP No1 w2W SP SS ROT CHORD Right ceiling directly applied. WEBS 2x4 SP No 3'ExcepY 1-11 2x6 SP 2400F 2 DE m2x5 SP DSS m 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) G Max 2v 11=210 RTC 1), 8=3011) FORCES. )Ib)-Max Com p MlaxTen- All lames 250 gm or l s except v.Ten shower TOP CHORD 1-11-48W130, 23 9DW1078, a 48951079.4F 27DW9 5b=427D/ . 7�996239 B(3T CHORD 1 O11�BW3532,3to- -115V48B68-YL 841 WEBS 2-11Ro1W9312-10=334/1651, 3l D-876itF, TrMl 3. 59�TH1]2 6-9=338W1816, 6�3414(804 NOTES 1) 2p1, days to Ire connected together wM wri (0131`x3") nails as Conrad;_ Top chords connectM as holload 2x6-2 rays staggered at 0-30 oc, 2x4-1 cow at 0-ST oc Bottom on de, connected as Toll. 2x4-1 Buy at 0-TC) ' Webs donne ted as tokows 2x4 -1 any a0-TO oc. 2) A9 leads are conewered equally app&U to all pg¢, except IT noted as fi0nl (F) or back (B) lace In the LOAD CASE(S) searom Ply to pry do course, have been pmNded to dolubNe Only loans noted as F) or pro. unless Mhawee edicete0 \\1 3) Wind- ASCE 2-i6; Vu8=115mph (3- tt gust) Vasd lmph, TCDL=6 Dpg BCDL=6 0psl, b-� ft, B-05fl, L=40ft; eav�SN Ca[ F S. Q�.' TF. IL Exp C. Endosen, MWFRS(dlrecL 4add C Comer xForedanOlever led and righteipmed, end veNcel left and lMht p. ...�j expSeQC-0farmembers and foci MWTR5lormadlDnsshowoumb Ler DOL (A maetgdp DOL=160 4) Provide adequate drainage to prevent rater pondeg / A 1 •;� 5) ThsNrssR s been designed for a l D 0 W Whom chow live load nommncurtent with any 0ttrer live bads_ �+ //� 6)'TMSWssbas been designed Nralhooke l2 kn0cnthe botbmcbad mauareaswMearecGngle 3b4tal by 2-ori /•... t........................... vnh N ceMmen the borcom aboad am am Dtlrr members_ �MARCOS A. HERNANDEZ ]) Rather to glNendo formuss N press connections. •p...................... ,� wRossp•••• 8) Prns, mechanical connection (by others) of Ross to beamg plate capable of withstanding wD II,upOft Mpinks) except B1=U) 113878 ' 4070 <4EN5E�: 9)This mossdesgn Nat N]/i6" be directly to Me up[bad l2"g1•pwm O,r;. a�i requires a minimum structural wood sheathing applied and 11\ sheeWdk be applied dur" to the bottom chord SS/ONAI"'G`� 1k Hangoi or oNerwnnemn dence(s) shah be pmvged sNorrat to sup" Concentrated bads) loon m dawn cola 220 lb up M 3-0-0, mW moo Ib down and ZM IM up at 1&tt-0m cop chord_ The cesgmseledLon orsucb Command dwlce(s) ISNe responsbllMorathers. COF-12513 Loao CASE(S) standard November15,202,2024 � ngnned nn nanP2 Ayd G V" 91 u1etrmalaREAD.nTEROINTIMMn�duwn.nexREFERENCElile dml.ly 3a OReuse. �aPo MiTek® ny traog 9ueance rega title �� dww pmw.s u msn MSIT mourrcn am modde-Excraouse a ditcs Burnac u—nusaraymortmOm �pue rmmve snuM�elauMog component pamu Ore%' eomm�enaom) MrI551nlluml,rt u Jab ITn« �Tvss TYp UNIT -13828 N/mMSA JFCK-CLOSE. BuMW FrslS—(Ca ,Tx), Cauo n, Tx- s08s, LOAD 0 M(B) S n0a,U 1) Dea . Rml live Lu.O , ln[rea -1 00, Plale Ina .a l CO Undmm LoMs (pin Vert 1- 50, 8-11=20 Co¢ nMe Loaas poj Vert 12 lwo l�l000 py Ply q [p�1p j R85361580 1 630 s L 26202E..1 6 dI1;V, Ix Thu.-1E 1050312026 Page 2 ID V.Bv YgWHs NHysBM-s 7JM .B7OHg3N5gP,L8w3ulT GMD.IJEJCW roea sa.ewan,se. MiTek® tr.�m� Jabvss Dry Ply R85 6t 81 UNIT-13828 A06 �TvssType ROOF SPECLIL SUPPORT 1 t Builders HrslSaaee(Carta ,TX), Carte6bq TX - 5006, Job Reference/pgpnaljli— ThUNav1411.322➢24 P., 630s 262➢24 MR ID:VuBm YgWHs NHysBM-s 7FI .B7OHg3NS9P,L8w3ulT GMD.IJ4 JCll 14-1. 141. ® =1245 B2s FiT M4 2x4 II 2. II zx1 Nfi 112___ i 4,a, 5 _ a.= T 8� 9 18 9 in 15 14 13 a 11 10 2.4 II X6g 6k8= 2. M= ..II �8= 2.B on = i4-1. "Or. Plate Ofisets(XY1 112"T"T11140"O SDI 1TENXT80.3N LOADING (ps1) SPACING- 2-0 C51. OEFL. In dial VdeB Ud PLAIES GRIP TCLL 1000 P.MGip DOL 1 W TO023 Ved(LL) in - Na 999 MT20 244/190 TCOL 250 LumMr OOL 1 do BC 016 Ved(CT) Na - No 999 BOLL 00 ' Rep Stru Ina NO WE 0 % Horz(CT) T 01 10 Na Na POOL Joe Code IR=VTP12O14 Mr1 S Weight 80 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 a2WSPSS TOP CHORD Shuclu2l wwd sheaNing directly applied or6-0-0 CC portion, BOTCHORD 2x4SP 165OF 15E or 2x4 SP NO 1 aw SPSS except end veNcels. WEBS 2x4SP o N3'Es"i directly Rigid telling dlrey applied or 6a 0 oC Mating, Except 2x 1-186 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) Maxudift At uplift Had b or less al ands)except 1B=353(LC 27),10=983(LC 30), 11=-99MLC 27),12=1028(LC 30), 13=-1041BO 27T 14=101MLC 30), 15=-1024(LC2T),l =953(LC30),17- S(LC27) 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=1157(LC 34),14=fl23(LC 31), 15=1139(LC 34), 16=1 OSE LC 31), 12=233dLC 34) FORCES. Uhl -Max Comp Mlax.Tert-AIIPore¢250(Ib)orlessexceplwlrensbmm- TOPCHORD 211034/10503-0 451/,Va.4=97497h M6 MV370&7-86&868 78=3971354, 8-Tti`88/555 HOT CHORD 820er36, 6=498/450,1415-845797, 1314—I0197612-13—j97972 I&1S 1-1 =397/376,0.11=-9!R 939 WEBS 511=10B7/1101,7-12,49SUM).9-13=1TVY114Z 514-501/187,415=-113211118, 3-16-�`22205 2-17=870/818, 2-16=-150711553, 4-04=152&154$ &12=-15050515. 810=1321/1331 NOTES, 1)Wit ASCE7-16, Vu8=115al(3second gust)VaMd IRUpb;TCOL=6 Opsf,BCDL=6 Opst,h�Ofl; B-15$. L-KHE eavc=2ft, Cat IL Exp C. Endlosed, MWFRS Mixe tionad mM CC CAMERM) Aa e, cantilever left and right exposed, aid wMad left mM rght exposed;CL For memCas add faces 8 MWFRS for reactions sbgm; Lumber OO1=1 SO plane grip DO" ED 2) Tmss desgnWdavnM kedsmtideplate,ofthe Wssonly- Forslutsex(wsedtowind(l alto8iei Xsee SIaWaNIndusY Gable End Detal5 as applicable, or consu8 qualified oulUOg designer as per ANSIRPI 1- 3) Pmvlde adequate d"Mage to prevent yada podded. 4) cable requires mnbnOCRs action rnom oeandg- 5) Trues tocevly sheathed rrom one race or seadrely braced against Ideal movemeld p e-aegonaly td 6) Gable Stands spaced al 2-0-0oc 7) The Wss Ins ceen desgned for a 100W Whom choN hr a load nonconcurat with any Wrier lose bads- 8)' This Bass has been designed for a Eve batl of 20 Dog on the bottom chid In all areas where a rttflngk 3 tall by 2-0S vide .5 fit refined Me WMm chord add a, o8cer, members- 9) Private Mechanical conaechon (by oh"RU of Bass t0 oeamg plate Capable of withstanding 353 to upOft atpot 18, 982 M upYfl at )omt T), 998 to Brut al plot 11 fD28Muplm of} of 121041 to uSUN a joint13, 1010 touplm at pant 14,1024 to uplm at joint 15 953 N uplift at}u c 16 and 638 to up]a A joint 17 Awn -V"a 191ism Ro,IldRERNRresnNTMSAND audmMOFKREFERENCEPAGEMM-M,3ml.IschOtaEERREUSE. �nro ny traog Naenrmm wined as �syatrmyMISMPn ouNiycn sa... a,dacsi ummmu Comvon,nUSURUlommxroo �pueCmmve seoea�eleuneog component namuew�dnn+n'sdomm�nennom) MARCOS A. HERNANDEZ ....i......................�.... 113878 :ti. COR F-12513 November 15,2024 Mill Jabvss �TvssType Ory Ply R85 61 51 UNIT -13828 RO6 ROOF SPECLll SUPPORT 1 1 ( ) Job Reterenre/yMpnalj Builders FirslSaace Carta ,TX, Cart00bq TX-Stl06, 63N 2-nR7 IS,,LN3ul 10M0 D.JPJ 2 IOVUBm�GYgWHs%c6NNysBXOsnRTJiIC'MSBTONg3N5gPgnL6W3uITXbGKNSCOaIJ02JC'Jf NOMS, 18) for 1 Ucen tleslgnetl b6a [Nal tl2g IoaO o1388 ptl WmQ OOL=(133) P6@ gnp COLji 33) Conned Wss to reds[ tl2g loatracts,alongg Uollom eUON form 0.DU to 1410.8 for to 3C0 B Plf roea sa.ewan,se. MiTek® o ev om° nm -N m� r;.1K ,.. e s,eT� =� Jab Ta �J Type UNIT-13A 28 N/RmO] Ja kClnutl Bathers Firslsaaee (Cana ,Tx), Caromm Tx - S886, 1,I 2 1112 1 .= City P R8536t532 1 1 Job Reference/p.�I IV, Ix Thu Say 111450322➢24 Page 1 630s 262024 MR ID:VuMn YgMHs NNpBMmnR]RTC'MsB7OHg3NsgPgnL6 3ulT GMDa7J4 JCW 9-8 # 12 a]5 12 sa@=1111 z ax4 = 3 I I \ 36 - v d h4 - LOAOING (psi) SPRCING- 2-00 C51. OEFL. 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 moo(CT) 000 4 n2 ma BCDL 100 Come IRC2021frP12014 Matal WIM(LL) Gal 5 >999 240 Werght 38 to FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2x4SPNo1m2w4SPS5 TOPCHORD ShucN2l wood sheathing directly applied. except end vemlrals BOTCHORD 2x4SP1650F15Em2x4SPNo1m2WSPSS 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=828(LC 1), "78(LC 1) FORCES. (M) - Max Cmr,,,p tTen- All Micas 250 But or less except wlren sbmm. TOPCHORD 1E—&45202, 1-2-882280, 34-314M20 BOTCHORD 4b 42APQ WEM 15-35111MO, 2S-V[Bc30, 24-102WM7 NOTES- 1) Aft it ASCE 2-16, Vu11=1 Meoph (3,aoAd gist)smS VaimCD ph. TL=6 Opsf, 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, Lmnlmr DOL=1 GO plate gdp DOL=160 2) Provide adequate manage M prevent voter 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 200,1' 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 vnNstaMnng 5511, upon a joint and 57 0 uplift a[ JDId4 T) Thin buss design regdres Nat a minimum m 7116" structural woW sheathing he applied directly M the Mp chmm and i2" gypsum shcebr ck the applied the" to Me Whom Union n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ® �roq�ais -wan,se�e�Ye es- a tr.� q eo°r, m� tMiTek vo'e c- .1a,�,1,ue.s— =M Jab « UNIT -13828ildHrs N/8m01 Buers toms.(Carm ,TX), 2-]-5 2/5 a4 II 11n u T ,.a = 8 �Tmss Type ROOF SPECL Cart001on, TX - 5808 b1t-2 2g1a 02 12 .4= 2 City P j R8536t583 3 1 Job Reference/p.�11mV, Ix Thu.- 141458332824 Pagel 638s 262824-- ID:V.Mm YgWHs NHysBM-s 7Fi .B7OHg3N5gP,L6 3ulT GMD. iJ JCW 608 41a }tE 1-9t2 as II 3 .m = 41-1 sm4 a11-z 4-111 6 .a LOFCIRG (psi) SPRCIRG- 2-00 Go C51. OEFL. In (bc) Wall W PLATES GRIP TCLL 10D.0 Pete DOL iW TC 036 Ved(LL) TIM ] >999 480 MT20 244/190 TCDL 250 Wmcec DOL 1W BC .21 VM(CT) TM ] >99 240 BILL 00 Rep Srri Ina YES WE 043 Hmz(CT) 001 6 no nh BCDL 100 Come IRC20217PIM14 Ma8[t-NS WIM(LL) Go ] >999 240 Wando 55 to FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650FL5Em2x4SPNo1m2w1SPS8 TOPCHORD Structural wood sheathing directly applied. except end vemlcals BOT CHORD 2x4 SP 1650F 1.5E or 2x4 SP No 1 or 2W SP SS BOT CHORD Rlgltl telling directly applied. WEBS 2x4 Sp No.3 REACTIONS. (reset 8=MeamnrcaL 6,Adechanral Max Max 8,r3(LC 9) Max UPBB 8- 74(LC 8). 6=]6(LC 9) Max G2v 8=1291QC 1).6=1291(LC 1) FORCES. (IB)-Max ComplMfit Ten-Allrorcer2m)(Hoockssexceplydenshosi TOP CHORD 1d 294/102 23 15351i 3-0 15381413 BOTCTI0m 7�98/11]i,6-]=286/853 WEBS 2�1465/4452-]=110,48217=7182424-7=220/887,4fY1366i NOTES 1) unlula C r716 e b 115mpe (e cm gk t) mcm mesh.. z)11 Era AseEdose,Vu8=11smph (15ttm agust) VasmSi xTCDL=6Dpsl;ed and exposed aid ve L=48ft;eavecih Ca[ ILpaa C;E sur h,MWFRSdforaonsQalq CCCoal ctionsshoan, Lu be IeRand right exposed gnp end ve0 left and right exrySeQC-0bte drum, and rotes 8 MWFRS for reactions shown, Lumber O01=1 W plate gdp WL=16B 3) That ae adequate d2iwgn to prevent rater ponmeg 4) TTes trusses Been designeroea i Depsad of 20 tlroNIlve load announcement with 5) ylIn Wsshas teeddesigned could addEe'regc e8psron the Co[bm chmg inaAareaswMearectangle 3bDIa8 by 2-DO vnge vn8 fit beMmen Ne Nttom to the add airy Dtlw members 6) Retee emechanidegs) be uss,commission to Wss mnromof ]) Pmvlge mechanical conneLlon (by oNers) 01 mass to leading plate capable of vn0isiaMing 74 to uplift atjoint B and 761h uplift a[ joini B) Tma tmss dash.containses Nat of 7/16" structural wood sheathing be applied g8etlly b Me bMN y cand 12" gypsum shea'Maicontainseto, applied! directly V to re Wtlom choN F PtE O�'11. F 7 yt. ,.... 4s ' .)l MARCOS A. HER.... ............................ 113878 COR F-12513 November 15,2024 MiTek® Jab Tn .� �Tvss TYpe UNIT -13828 QANB002 FLOUR Builders Flrslsaxee(Carr,TX), CaMAdn,TX- s006, 1 1PN J IUf 53�� )) R8536t584 Job RN1'.ff Glgh)s01As, Ix Thu Nw 141450332➢24 Page 1 630s 262➢2.."d2fifiddLL IOVu&nmTYg,Nf NHysBXBsnR7FI sB7OHg3NSgPWL6 3ulT GMDm iJ JCn 8-08 410 0 25 12 3®n!=I Mid d5 = 2t4 � 1xfi - 3 Yb d 5 b 10 Ad 9 a T >Nbc ma= as II A 414 Plate Ofise6 (XYl- 18-D3803-0I 5D3A 0.-M f11 D380.9-0I LOADING gist) SPFCIRG- 21 U C51. GEFL. In (be) IMefl Oil PLAMIS GRIP TCLL 400 PISM Cup DOL 1 Ed TC 844 VMKLL) Na - Na tt. W20 2UMN TCDL 250 LumMr DOL 1 W DC .12 VeMOT) Na - the 999 BOLL 00 Rep Std Ina NO WE 054 H..(CT) ,do 8 Na Na BCDL 100 Code IRC202iTP12014 Ma -s Weight 56I1, Fr=20% LUMBER- BROODING - TOP CHORD 2x4 SP 165OF 15E or2x4SP No 1 or WSPSS TOP CHORD Shuctu2woo d od sheathing thought applied orb oc pudlns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 w2x4SPSS except end verno3ls. WEBS 2x4SP directlyM No BOTCHORD Rigid ceiling directly applied or 64) 0 oc ating_ OTHERS 2x4 SP Me 3 REACTIONS. All Neadngs 9-104 (lb) - Max Dpllfl AllupIM 100 W or less 0 phd(s) except IYlW4(LC Ed,] TOOLD G.8=-974(LC 5), 9=-9]3(LC 2). lo' 1Mot 6), Il- 931(LC 2) M.G.All real1o� 2501bm@s ajolnt(s)e p[12=1131(LC5),] 1124(LC4).8=1224(LC5),9=1246(LC 4). iRi22o(LC 5),11=1185(LC H FORCES. (lb) - Ma Ccoftd x.Ten.- All ful 250 ISO) le ) ss eshmm [cepl vAen _ TOP CHORD 1-12=11 W104U 1-2=-99553223-127,36U 31-407/88245=321RH2 "T-82Y]87,6- 10W/1062 BOTCHORD 11-12�533591GAl 420M25410=T/Wfa8 8-9=-UrY321.7 B-V 1489 WEBS L9=2T6N, 3-10-1M 1043 2-11=27M, 111=14=1432, &9-15A11515 ft-135a/1319 NOTES- 1)UnbaancedfloorWeleadshavebeenco eR forthi de n. 2) Gabler uni mmlnuous bond. crow be.., ,. 3) P.vNe.e ldrankal conneacur (by MhMrO of truss to beamg pNte mpable of vnthslaMlm] IOU II, uplift al pint 12101C Ib uphn a1 print ,9741h uplift atjourt 8,923lb uplift atp1N 9, 10081b uplift alp1nt 10 and 9311b upon aljohrt 11 4) Tire IN er! for a ul drug of 30 pp Lu.da DOL=H 33) PMle gnp DOL=(133) Connect Was to reset drugMuc S....... Ffi �11 Mod tires.l1 00L too 5)Rem. end2l sW Mck.onedge.spsN 1"0 ocaWF enedtdeach WsswMN l d(Ol31"X3•)na15. SWlgbacl s to be AMaed to walls al Mar outer elect a.stained by under.eam / f ...........................:...... . .......... ERNANDEZ% t1.M..AR.COS 113878 :... COR F-12513 November 15,2024 ,wA b v �dnp.�metrman4n��Tead. rea d Lnadnnexnerene.eeP.be.,.,,m., acomoruae. MiTek® ny traog m%vmn> wweM 9ueance rega acts ��msH 400 Suu ww ouaiy'cn amtiwnalm+•'ePtrnwgl Oc.B -orbee..I an4aeslM,R,QCompon,MSuIuyboo,rrdo �pue trumps snoM�el BOMog component pamu y1s]ss35]llunews Jab a 1 UNIT -13828 N/III BmX0 BuiWersFirsl3aace (Carta ,TX), �4 �Tmss mssType Flat GrtJx CanoBoq TX- 5006, tAi Ili \I� pry P R85361585 1 1 Job R1..1 /pgpnaljlx Thu Nav1414503d2➢.mage1 630s 2f .MR ID:VuBm YgWHs NHpOMmn'FTC'MsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC' b114 1-8-0 ' ,A-0 31-1 1„E ,A] 1-G„ IA-] Plate Offsets lX Yl- 0380-0-12I 1]-40441 LOADING (ps1) SP...N.- 2-0 C51. GEFL. In (land Vdeft t/0 PLATES GRIP TCLL 1000 P6m Grip DOL 1 W TO 014 Ved(LL) C 6 >9Yl 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 7 >999 240 Weight 37I1, FT-2 LUMBER- BRACING- TOPCHORD 24SP165OF15EDr2x4SP No1w2WSPSS TOP CHORD 2L-0 o, Wrilns[ 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¢pl' 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. (Ip)-Max. Comp Mlax Ten - Allfirrept s 250 dig or less excewhen smman TOP CHORD 1�i347/i N, U2=98N88,2i219/101 HOT CHORD 6]=t05/9865b=109/1219 WEBS 4-7=12W1535, 2-7JM61702s=40K]53, 3{ 7655$35=-1810/143 MOTES- 1) W it ASCE 7-16, Vult=lt5mph (3-second post) VasdSimph; TCD1=6 0psf, 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 truss 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 Nhrr members_ 5) Ruder M glyder(s) for Boss W lmss connecTKKos. 6) Pmvlpe mechanical connx9on (by Dumps) of truss W Touring plate rapabla NvnlhshaMmg 1051N upirl at pint and 183 to uplift at 1mm5 7) Graphical pupa representation does not depict the we Or the Orientation of Me puffin n along the top and/or COOoand 8) Han ends) ca other mmmchbn dirdirc s) shall be pornmed suMc nt to sup,r d concentrated bads) 7811b down and 721l up at 2o12,a"787 1, Conan and 70b up al 4812, add 10821b 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 (ha6rrced) Lumina lnome a=i 00, Plate Increase,l 00 Uniform Loads rout Vet 1d 250 s8-20 Concentrated (Wads ad Ved. 9=-784m) i0=1869(F=-1082, B=78T) F PtE OF no, .�I ... MARCOS A. HERNANDEZ ....;.........;. 113878 COR F-12513 November 15,2024 Mill Tn« Type Dry PIy (Jab R8536t536 UNIT -t3828 BX03 �Tvss FIAT t 9 Boilers Faro ce(Carta N/m ,TX), CartoCbn, TX-5006, J Job Reference[p Ij Bl' 630s 262➢24 MReKiKdLsOiAS Ix ThU Nw 1414503d2➢24 Pagel IT Vu&ndxGYgWHs NHVBMmS 7 IC'MSB7OHg3NSgPWL6 3ulT GMDo7J42JCW 2-]-0 41 To F. ]-]H 3m12 115A 2-]-0 21d t-68 1.2-3-0 2612 ® =122S 2x4 So = m° _ bb g ]x10�/I � 2 3 7 Imo— �/I 0 57 5 sa— 5J71 6 Illl 1'ltl 't1 i' 1 �l V 11 15 10 16 s 11333 1.16 - ItN14 1ox16 = 1.16 LtOMt89HSg PLY-TOYLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WIHA MINIMUM OF 014rFx Y NAILS PER HANGER MANUFACTURER SPECIHCATIONS. 2-]-0 41. ]-]-0 .1612 2-]-0 2-3A 2 RT 2-N LOADING Mrs, SPACING- 2-0U C51. TOLL J.D. HISM CHIPDOL 1 W TO .47 TCDL 250 L OOL 1 or NO 094 BCLL 00' Rep Stru In0 NO WE 061 BCDL 100 COME IRC FlHFP12014 Matl Its LUMBER- TOPCHORD 2x6 SP 2400F 20E m2x5 SP DES m2x6 SP M 31 BOTCHORD 2x6 SP 240oF 2 OF or2n65P OER Or 2x6 SP M 31 WEBS 2x4DF2400F20E or 2M SP 2400F 20E or 2x4 SP ORR'Excepl' 1-13] 8 2x5 SP 2400F 2 OF Or 2x6 SP ORR In26 SP M 31 ""11,6-10,6-Y 2M SP 1650F 15E orh4 SP No 1 Or 2x4 SP SS 4-110-10. 2x4 SP No REACTIONS. (sire) 13=058, 8=068 Max IT 13=69(LC 6) Max G2v 13=136TRLC l), 8=136MgD 1) FORCES. HIS - Mat; CompMlax Ten .-All forces 250 Q0) or loss except Munn snowdo TOP CHORD 1 13=11501N, 1-2=14626(, 2�14&NWD 3d=24659N, 4�24788N. Sf,=152TOO, 6-]=152CED,]8=121 WO BOTCHORD 12-13—WE20, 11-02-024559, 1DA 1-024588, 910 4788, 8-9=M863 WEBS 1-121/94%. 212-179140, 312=-12849M, 1l1=00272, 4-11-0W1246, 4-1C,119W333510.016869,59=12224M, 6-9=�95/ 6,7-9,mW31 121A .2 GEFL. In (Yx) LHlefl 1/0 PLATES GRIP VAMLL) - 310.11 >9YJ -a MT20 22W193 ==n Ved(CT) -01910.1, N55 24. Mi8AH5 Hm(CT) 005 8 Na Na WIM(LL) 00210.11 >999 240 Weght 278In Fr=20% BRACING - TOP CHORD 241-0CC WMns (6DO max) i-], except man vertu als BOTCHORD Rgld ceiling directly appOed oT 10O-0 OC Muting NOTES 1)WS 2) GO 3) 3 My Pass to m condel together earn 101 (0131 NY) nails as folicyl TOp chords commool as allours_ 2x6-2lwxs staggered a10.9-B Cc. �... -Z Bottom cruel, oury ted as folftee, x6-3 awl sl]getM at D-CO OF TF.\\1 We0.5 connecadASfo8ovs:2x4-1rw: a10.90Oc, Except member 2-122x4-2 rows staggered at 0 TO O4 member 1l 12x4-2 .• p. •••• '4S1 lwxs staggered a" Sec. myrrdm S102x4-2 laxsstaggmed at" -OOc G3S: �jxMJ�j 4)MY dsamwnsuleredegmil appidWallpll ., ptRmtedaftoM(F)orbutk(B)M4 intMLOADCASE(S)se n. Ptyto !,1 `;w ply comlec9a5 have been paNded to dlsNbNe Only loans noted as Or RU. unless o0¢1wvu Indicated 5)Wmd ASCE]-06, uV115mph(15econdgmt)Vasd imph.TCDL=60ps,,BCBL=60ps.h=J00,B-05$L=4 ,ean, M.CaL /•••........................... .................0.... n; Fxp C,Enclosed, MwFRSHIMEMAAN: cantilever ten and fight ex Posed. and vertical left reed MIA exposed. Lumber OOL=1-SO /MARCOS A. HERNANDEZ Plategnp DOL=1 OR f.................. ......... 6) Pvvlde adequate dAMage W prevent water Ponamg. plceessggnearor / •�Qi 11.3878 .-* 'I1Pa4iri eiTnrs C�s hasoen 100 bmmm nom hve load Into leads. TO,a psf nomm�current with any enter 11�SS%OriAl"'G`� Vforalntebador2OBpsfoMNebotlom Ol inanamasx reare ngle3 Do Nby20.0vnde wlu OI between me Wtbm chard and a, raw, members 1D) Gmphleal pMln reWre ne M aces nO dep 1 Me srz Or me Otlemation ofMe pudln among the top andror b m c M COR F-12513 November 15,2024 nNnnnn nit nvn=� M �91 p—sian, Ild FEAR NOTHESONTRIGSAND INCILIKED MmE REFERENCE PACE MVPU —mvErt,, REEGRE TIME. MiTek® ry N M 9rvAnafmm'.PxM09) H.,a andacs a sererymmma6m ar acYc SnuM mV'onen mPoneM a W� o �� veom�etry ssv( 1 CS ISO GMGQ,GE— Jab ITn« �Tmss Type Ory IPIy N/m KI 9 R85361586 UNIT-13828 BX03 FIAT 1 J Job Reference/p�1p Ij Builders FlmiSwace(Cnro ,TX), Canoaon, TX-5006, 630s 262020 MReKiKd150VS,Ix ThU Nw1E10503d2026 Paget ID VUBm�YgWHs NHysBM-S 7 IC/PSB7OHg3NSgP,L6 3ulT GMD.IJ0 JCJ1 NOTES 11)Hangerpd or oNer connotbon deVlce(s) shai O pmvAed sulflclentto suppout concenVatrdbad(s)701 In dawn at C-l", 1911 IU down and 122 In up al 0.t0.6, 697 10 dawn at 2-1 Bd, 19M lb comma and 12610 up at 2-104,19M M down and 12610 up at 4104, 0952 I0 down at 4-108, 1271 b down and 9010 up a[ FIM, 19M lb doom and 126In up at &10 4. 3023In davo add 180In up al 7 7] 8, 1271 10 down and 93 A up at 8-10d, 19M In dnxn and 12610 up at &10-0, and 1271 b doom and 901bunat 10.10-0,and1938I0W naM126bupal 10-10donbottomtlmrt TNedeslgWse on Nsuchconnetllon Cevrce(s)Isi msponsNlldyoto8 m LOAD CASE(S) Standard 1) Oead+ Roof Llve(Ua6nced). Wmber lnvease=100, Plate In0ea5�10o London LOMs Urn) Vert: 1- 50, 813=-20 Concentrated Loads old Vert:12=2252(F�15, B-1938)1Y-Ei890(F=-6952. B=1938)10=-3W3UN 14 2 60(F=318, B=1901)15-3208(F -1271, B-1938)16�208(F=1271. B=-1938) 17�28(F=-1271, 8=1938) Ann-AI-r is �n �wan,se. MiTek® tr.� p ev om° nm m�1 e t-N .,a1�I'lllhul K.=— Jabvss �TvssTYpe Dry PIy ill' 9 R8536158] UNIT -13828 BX04 FIAT 1 J Job Reteren ,[lp� l) Builders Firsl3aace (Carta ,TX), CartoObq TX-5006, 630s 262➢24 MDeKiKdbsmi"s Ix Thin Nw 1414be 352024 Page ID:VuBv YgWHs NHysam-S 7FIC B7OHg3NSgP,L6 3ulT GMD.7J42JC' 38-14 12d 10.7-10 141. 1S18W 17A 12 ofil 21-8L 38-14 35fi 33fi 3-S6 1A14 1-9-14 1-414 11-6 ®@=13d .12= 5.= .10= 3x4= .6= hb 11 Ad_ 2t4 Tx10- SO Iiz, ISZI 215ZI IS,IP 3 1521 ISZI 4 ISZI 5 I,F 2015A ISVfI 1921 I* iT 1fi t5 21 22 23 14 24 13 25 1225 2T 11 =4. Sx8 4xfi- Se .1.— TA f8- .12— PLY TO -PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPEORED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0148'k T NALS PER HANGER MANUFACTURER SPECIFICATIONS_ 3SV 7-2d 10.7-10 14IS 17H-12 21AL 39-ib 35fi 33 3 6 T712 311d Plate Offsets (X Y1 12 "410-243 13 03A 01-In 112 0-1A 00.1-121 NO 0-1� GA 14 114'(T3d 01 81 115 038 0.240 117:0 T& T24iI LOADING (psi) SPACIHG- 2-0U C51. TOLL JOBS Pate Gip D.L 1Go TO046 TCDL 250 wlnOer DOL for BC 0]3 BOLL 00' RQp Stru InO NO WE 069 PC100 Code IRC=lrT 12014 Mat11x-MS LUMBER- TOPCHORD 2x65P240OF2DEor2 SPOSSm2x6SPM31 BOTCHORD 2x6SP2400F2OEor2 SPDSSor2 SPM31 WEBS 2x45P165OF15Eor2MSPNo1o,WSPSS'Excepl' 1-1810112x6SP24o0F2DEor2x SPDSSo12x6SPM31 2-17,115.414,0-13,8-12-2x4 SP No REAcnoxS. g¢e) 16-al GEFL. n (bc) VdeO 1/d PLATES GRIP Vent(LL) -019 1114 >999 400 MT20 24,V190 Ved(CT) -03] ins-14 S. 240 Hoo(CD 00] ii Na nla WIRMILL) 003 ib >999 240 Weight 461 lb R=20% BRACHIll TOP CHORD 2411)ncpurbs(6 Gax) 1-10, exceplendsedlcals BOTCHORD Rgld ceiling directly applied or 1 Do 0 oc b2clog Max IT. 18=]3(LC 22) Max no1). ll-%08(LC 1) FORCES 919-Max. Comp Mlm Ten - All faces 250(Ib) or less except when sflawrt TOP CHORD 1-08-�`SBSIO, Y2=9413N, 2-3=1]125N, 3-0=2242b9, lob=24]89A 6]=24]89N, ]�158WM08-9=158WM0910 4MN 11 ll�71M HOT CHORD 1718-11445,iSP=85413.1415JNi]125,13-14 424,92-131/20]29 1,12=0B493 WEBS vi]1Mi02]S,z-n--5145y).21S-w&9]4115=-383N0,&14=GmiS944-14=2348M0, 4-1300726-13=360Y321.7-ixly ]-1Y—T032N. 8l 322n22. 9-1Y13UK]G , 9AH-1145910 HOTES- 1) OR 2) 3yty doetobe conmx tgj Uerw 10d(0 tUNY) nails w follows Top chords connected as fillours_2sS- 2 lwxs staggered at OR no ttom Bochoods connel]ed as(ollowrowM s-2x6- 3 s aggered at S oc. Q�. T�+ Webs conntt@d as Po6'oas:2x4-1 mw a10.9Lor, Except member Gl32x4-2 rows staggered at 04D o4 member 8A 22x4-2 P.........Ft vws staggeredOTTOco �jaMJ�j 3)MY dsamwnsuleledegmil appFdWallpll ., ptffwe sfioM(F)orback(8)acerntbe LOADCASE(S)seclpn. Ptyto Al •;w ply comlec9a5 base been pmvMed to dlstrbule only loans noted as or Un. unless oBrelwse Indicated �� //� 4)WrM ASCE]-i6, bellInept O( secnnd Host) VasdSlmpb.TCDL=6 Opsf, Bfil Feb. h M)ft, B-45$ Loft, eave 5H. Car /••••1•••••...................... IL,ExpC.Enclosed, MWFRS(dlrecdonar cantilever ten and right expensed. and vertical left add MIA exposed. Lul rDOL=1-6D /MARCOS A. HERNANDEZ Plategip DOL=16S f.....t............ ......... 5)Pnlvlde adequate drmwge Sea bed event water ponamg. 6) The buss Has been designed for a 110 W bottom cLOld Bve load noncombatant with any other live bads_ / 113878 : �f ])' This Gross has been designed for Ne bad Ong the b In 3 bu by 2-OR Q.:•4i CENSE.• a of20 on m chord all areas where a rectangle vide 1 .t•5•. \\� 11 FSaS , will fit between Me Mnom cnoN add any Bradmemcers_ NC' 8) Graphical pudln representation does trot deplotthe Sze oee circulation olthe pumn along Me top and/or benom chord oNtt wn su8lceM bbe(s) 9) Habo b(fil6all at 8w 7Inndown"a at 141(ed down952fl, downdayed andOR R up A 161DA at 1 down aownat a3-lathadd6It,uptITT2,and1ownatlwnand COR F-12513 9652m 0t12 o-0,12]i®downand96mnpalhonof and 1cor Ib deathadd961b and izn Ib down and 961h up at z8-wz on Wmm tooth. The desgNseledlon or that porib Burn connelvogn�drnce(s) Is me responsrorllry orwrers November 15,2024 4,11VI"..7 .. AWA N N p.� nmaan�anrexna W5 knl Lnn�MnExnereneaeePAGe.,.,,m.,�W3a incise. �aro MiTek® �aa lewg mPaeM 9uece regatitl�x u a oebyon emsnamarmn.mmwal ,aERSlBaR,OComp,-nlSaBbInweaGon ureDIDTI Mnews— Jab ITn« �Tvss Type 1 IPIy N/m KI 9 R8536t58] UNIT -t3828 BXO6 FIAT t J Job Reference[p�Ip Ij Builders FimS—(Cana ,TX), Cauo n,TX-5006, 630s 26ID20 MReKiKd 150iAS,Ix ThU Nw1E1050352➢26 Paget ID VUBvd YgWHs NHysBM-s 7FILMSB7OHg3N5gP,LBw3ulT GMD.7J0JCW LOAD 0 M(S) Blan0arU t)Beatl+Rm(Llve(MWnu )Lumber ln[rease=100, Me InnaulCO Undoml LoMU (pIN Vert t-t0= 50, 11-18=20 cmrcenrcalea Loads (lb) Wa 13�9 2(B)21�7(B)22=-134(B)23=315(B) 2"15(B) 2s=-1271(B)26 127t(B72]=t lNN roea sa.ewan,se. MiTek® tr.�m�t g,� evmomd,e nm�t-R ,r.—I Jabvss �Tvss TyW Dry PIy 8l' 9 R85361588 UNIT -13828 SXWB FIAT 1 J Job 24.ff cGlq ) Builders Flood—(Cao ,TX), Cambric, TX-5006, 630s 262➢24 MRei fidLsO�F's, Inc ThU Nw 141450362➢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 HoaICT) 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 oc 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 IXadng 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. g5 gee) 18=G8,fl�33 Max IT. 18=]2(LC 4) Wax. 18=6341(LC 2),11=9165(LC 1) FORCES. qIr)-Max.Comvd+lax Ten -All firres 250 pb) or less except when shawl_ TOP CHORD 1-18—t888/0, 12 1031210, 23 1746110, 3-0 2179210, 4-5-23734/0, 5{ 23734N, 6J 1515710, do=1515710, 910- 2110, 10.11--55]]0 HOT CHORD 17-18--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 R8536t588 UNIT-t3&28 BX04B FIAT t J Job 21..1 ce[p�Ip Ij Builders FlrslS—(Cana ,TX), Cauo n,TX-5006, 630s 26ID20 MReKiKd 150iAS,Ix ThU Nw1E1050362➢26 Paget ID Vu&ndrGYgWHs NHysBM-s 7 I .B7OHg3N5gP,L8w3ulT GMD.IJ0JCW LOAD 0 M(S) Slan0a,U t) Ueatl+Rm( Uve (0 Wnue0) LumO r ln[re ,l 00, Plale Ina a�t CB Undoml LoMs (p0) Vert t-t0= 50, 11-18=20 Cv¢eno-ale0 Loaas (lb) Vert 13= 3(F)21=2Bo(F)2 280(F)2 28o(F)2a 288(F)2 280(F)26 280(F)2 1136(F)28-11WF)2s=tta6(F) roea sa.ewan,=e. MiTek® tr.�m�t g,�evmom°p,enm�t-N ,�.—I Jab Tn .� �Tvss Type Ory PN N/B 8l' 9 ) R85361589 UNIT -t3828 BX05 FIAT GIRBEA t J Job Reference/p.�11s0�F's, Inc ThU Nw 141650362➢24 Pagel rudders HrsMoure.(Carta ,TX), Cartoon, TX- 5006, 630s 262➢24 MReKRdL ID VuBv YgWHs NHysam-S 7FI .B7OHg3NS,P,L8w3ulT GMD.7J42JC' 3d-1-104 ]-2d 167-1a 14-1-0 15-1.14 1]-8-12 19$10 218T 3d 33fi 33fi 35fi 1-9-14 1-414 15-16 2-1E 5®@=t3fi] 2x4 11 on = .1° = ron = 3x4 z5x4 4xfi - 6 g 4xt2 - �2xa I�ZI ISZI 25ZI ISZI In 3 IRI ISZi IXI 2° JfA ] Axi P.ZI IXI LrrLJ�l..a 0� 18 zt 17n 1fi 23 15 2d 25 1e 2s 13 Z] 122a l9 11 3x9 axtt= 5,R= 3v'1°= 4xa= 71= ax12= axe= 3H-14 ]-2d 1.710 14-1. 111-12 21-an 3A-10 3hE 33fi 3 a }]12 1116 Plate Offsets fXYl- ?Gr 8GATT 50d-001-1211120-2-000.181 R30.1-0204121115Ci Gi 117"80.24N LOAGIRG (pelf SPACIRG- i-0U C51. GEFL. In "C" Wefl Oil PLATES GRIP TCLL 1M0 OEM Grip 00L 1 W TC 048 Vol F) -020 td >9Yl 480 MT20 244/193 TOUT 2!1 rubber OOL 1 W BC O. VeA(CT) -04, 13-14 >626 240 BOLL 0 0 ' Rep press tru Ina YES WB 078 Had(CT) 0 W 11 Nos Na BCDL 100 Code IRC2021RP12014 Mottle -MS WIM(LL) 002 14 >999 240 Wright 4401b FT-2 LUMBER- BRACIRG- TOP CHORD 2x6SP2400F20Eor2n6SPDSSm2%65PM31 TOP CHORD 2TToc WMns(6DOmax)1-10, except end veKals_ BOTCHORD 2,6 SP 24WF 2 DE or MSP DSS or MSP M 31 BOTCHORD RgM ceiling Moody applied or 1 Do 0 oc b2dng WEBS 2x45P No 3'Exr¢pr 1-17,215.314,4-13,6-13,&12.942 2x4 SP 1650F 15E o12x4 SP No 1 or24SPSS REAC BONS. (Mize) 16-0 , 11,0s3 Max IT. 18=31(LC 21) MM Grow 18=5240(Lc 2),11=]]84(LC H FORCES. 9b)-Max. Compoi Ten -All horses 250 (b) or less except wren shut_ TOP CHORD 1-18-4876tl, I 1011]N, 2�1714W0, 3d=21470ro, 4-5-=2349NU, 5{ 23490.b, 6JS=1523GU,Bo, 15236U, 910=2]4ro,1ITT 1-354ro HOT CHORD 17-18b294, iSP-(Vff ,1415=B/R143, 11141214]8, 12-13 19694, 11-12tiB122 WEBS 1-P1/1082],2-1]�6]0/0,2-05=0/I8114115=-Z]6]N,&14=WSd21, 4-04=1821ro, 4.13=]9/30]9, S11-ES/J40. 61315454. 612---6183N, 9-12=Marrs 9AT-1028M Ill 1) 3yN ones to be connected together as gallows Top Nlo ds connected wed 1do to 13TW"I nags as gdbws- 2x4-1 nw at 09-0a, 2x6-2 mws staggered at 09-0oc. Boft chords Connected with WS45 as goflow5.2a5- 2 nws slag3cAd1 at 0-0 oc. Web nails ascolloots (0131"applied 2 A6 bads are�consrdeted toaliplies. ezce (noted asfiart back Pace Inte LOADCASES secMn Dirk, aqua h applied p q l (F) or (a) O - N pr. pry co nerlms hate been pmvldeb to distribute punt, loads noted As, of(B), unless gravies hNlrated ••• 3) N4nd-ME 7-16, Vogl V loph (35emnd gust) VasdSimph, TCOL=6 Opsg, BCDL=6 Opst, lb Oft; B=45fl,. L=4011, eavc=Sff Cat II,Exp C, radical MWFRS(dlredlone), lever led d d left Lumber DOL=1W j G,J. • S �, / �j]MJ1 can0andendMta addii exposed, right exporter, vl plaegrip DOL=160 % r //� w I 4) Wwlde adequate Manage to pol rater poedmg. /....6....................... 5)Th6 Ms loss been designed for a to r Wr Whom rlwm live load nnrnncmred with ny olherllve bads_ �MARCOS A. HERNANDEZ d In a0 areas wMre a rectangle T60bar by 2-NT won, th 6)'The ss has been designed Thus has card or d 2001 Me totmChad �••••:..................••••;••••i wed M between me beftom chord add a, Omer members_ 7) Graphics! does of proun Me top motor looffore choull the see or pa 1 qq* 113878 '11'Oi,"</CENSEE�y: *i4i i um�rftm°on be roM(A632 Monsanto 2 T12.M21b 8)Hngeds oltherco�nadaneal eis)tmpoall pnvMed wpWde caftlateO 11� down at 4012, 632Is down at 6412, 6321h Mvn at 8012. 6321h down a 10 12 6321h down a 12U12 44aa m dawn al SS%ONAI"'G`� 14181146 m darn and]6l1, up at 16812. nd 11461b down and]6 m upEd 18-012, aM 1146 m down aM]6 It up at 2 12 on bottom cMrd_ The deslgneselechoun of such wnnestran device(s) A me resWnsaid, N others. LOADCASE(S) Slandard COR F-12513 November 15,2024 nnAnnaeno nn n3GnaV2" 191p1malda�noFOONTIceMMa�aMLaawMnRIFROml.Fvn3erelFor. ® ot Tek Ia,dacslM,M,gCa,p,-nfSfRFnoa,oRan trao aexREFER�ENCaEMsroc 9eaceregtitlx u unlMin O ie�Neream tcnhdo Fruf MGCo35E1MTI,T Jab ITn« �Tvss Type Ory IPIy N/m KI 9 R85361589 oNIT-13828 BX05 FIAT GIROEA 1 J Job Reference/pgpnalj lx ThU Nw 1E 1050362➢26 Pa9e2 Builders FimS—(Cana ,TX), Cauo n, TX- 5006, 630s 26ID20 MR ID VUBvd Y9WHs NHysBM-s 7 I .B7OHg3N59P,L8w3ulT GMD.7J42JCW LOAD 0 M(S) Glan0arU 1)Beatl+Rmt Llve(MWnu )Lumber ln[rea -1 00, Me Inrseaul CB Undom Loads (p0) Vert t-00=125, 1118 10 Lo rc ntralea Loads (lb) Vea 13=6J43(B)21=2 (B)22=-290(B)23= (B)2G 29o(B)25 290(B)26= 90(B)22 1146(B)28=11M(B)29 1146(B) roea sa.ewan,se. MiTek® ev om° nm -R e ,F,=11A1,s Kn=� Jab BX06 �Tmss Type Dry PIy N/m 8l' ) R85361590 ONIT-13828 BXO6 ROOF 3PECLlt GIRDER 1 4 Job Reference/p.-11s0�F"s, Inc Too Nw 1416503]2➢26 Pagel Builders Hrs Sour -(Carta ,TX), Canohn, TX- 5006, 630s 262➢24MR ID:VuBm YgWHs NHpOMmM7FI sB70Hg3NSgPWL6 3ulT GMD.IJ4 JC'21 38-L 12d 10.]-10 141. 1S10.W 17A 12 19610 0.. 38-1t 35fi 33fi 3-S6 1A14 1-9-L 1-414 11-6 ®@=13d 2x4 II .1L 5. = 3x0 = 4I = MI Ixa = 4xfi 2 SxB = Mfi IXI mC 1ST nX 19 3 ul 5ZI 4 7111 J21 2015� fLLTII rt ��rSQI i + vwvVA( J 18 21 1]22 1fi 23 15 26 25 14 13 n 122S 29 11 4x5- 5a8- 5x12MDAMS= 3x4= ass 5x8o _ sch 361a 12i 1.71. 14 IS 1]a-12 21. 3814 ' 33fi 33 3-96 37-12 3111 PIEW Oflse6(X Yl- III02-1201�112=0,2HI 1120-1�024H H50.T80.2A1 170-1-120-2-81 LOADING (psi) SPACING- 11 U Cap OEFL. In (px) VUefl U.d P-a GRIP TCLL ]00 PISW Go, 00L 1 W TO046 VCMLLj -020 td >959 480 MT20 22B/193 TCDL 250 Lumber DOL 1 W BC .81 vcr(CT) -042 td >611 240 Mi8AH5 186179 BCLL 00' Rep Stru Ina NO WE 057 Had(CT) 00] ii Na Na BCDL 100 Code IRC2021RP12014 Maim -MS WIM(LL) 004 14 >999 240 Weight 593lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2 BE or2n6 SP DSS m2x6 SP M 31 TOP CHORD 2L-0«W1lnsgE40max)1-10, except end veKals_ BOTCHORD 2x6 SP 24WF 2 OE or 2n6 SP DSS or 2x6 SP M 31 BOTCHORD Rapid ceiling dimay applied or 180-0«b2dng WEBS 2x4SP No 3'Fxre r 1-18,10.11 2x6 SP2400F 2 OE MM SP DSS or 2x6 SP M 31 1-17,2 TtF3-14.4-13: 2x4 DF 24WF 20E orW SP 24001`2 OEor 2x4 REaU(mONi pme) 18=85A, It oSS Max�3 1 Harz 81(LC 19) Max G.18=10203(LC FORCES. go) - Max Car, Wax .Ten.- All ace, 25D No or kiss except wlren So. TOP CHORD 118=9415 ,1Y 1794902�2&MW 3-0 1131A)4-f 269610, 5{ 269640, 6�15999/0, 39=15MMM 910=-60w, i0.1t-B1110 BOTCHORD 17 FETID M iSi7=(%7WI2,14151 V., IVTT 31131, 12-1.1548, 1-02-08396 WEBS 1-1]1/18716, 2-17--6528N, 215 11430, bl5 19W0, 8-i 4=0132184-14=5Ptl98, 4-13�62MN 513=1 UT2N, 6-13,0a338, 6-1Y 751W0, 912 0110301, 9-11=10405M NOTES- 1) 4pty Russ to m owneaedt]ether wM 100(0131• X') ands as follows_ Top chords connected as bllow 2x6- 2 news staggered. at 0 MoR. Fx BoMan rna m connected as ml. 2x6- 2 news sla9gerch at 0.50« � pS 11 .••';9S wefa connected as mMxs 2x4-1 cSt a 09L on, yS:;. �, AOacb jTCw1cCdDdm Wfts(ASTMA307)Infer¢me atlrememberwM sat ric A AMdh BCw1Ceram WN(ASFM"07)InfecenteroffememcerwM sb mat Dcic 2) N bads am considered egnally appeal W all piles, except 0 doled as fiad(F)or owk(B) Pace In the LOAD CASES) SMua Piy to %•*•1........................... ply Colorations nave peen pmvlded to dlsfbute only loads mooed as IF) or(B), unless oiervese indicated ;MARCOS A. HERNANDEZ 3)Wnd-ASCE]-i6, Vu11=1 i5mpb(3-sttwid gust) Vasdl it M..TCDL=6 Opsf,BCD L=6 Ops1, b�Bt, B=45$L=401, eavc=5fl, Cal. ••••..................••••p•••• ,f IL Exp C, EMosed MWFRS(direcdonal), cenMever left and Mht ex(esed. art Ved�l left add Fort exposed, Lmnber DOL=1 GO 113878 (I1P0•�;: oequaleddmib </CENSEO 'a44�i 4)PImv10e eWpreventwaterpondbg. Ill 5) AS p61es are W20 plates unbss NHeowse Ind algid SS/ONAI"'G`� 6)Tins Nrss Insbeendesignedf aioopsf WRomcro liveloadnoncomurtentwdbanyoferiwebads_ 77• This buss has been desg Vfora Ee'red of 20 opsf on the Notion toad in a0 areas wMe a rectangle 3b0lee by 2-Bo wide wB fit betxmen Me -in chmN and an, otM memcers_ nOn F-12513 R 8) Load case(s) i, $ 3, 4, 5.6. ], 8, 1, 1011, i$13,14,15,16, P, 18. 19, 20, 2122, 23, 24. 25, 26, 27, 28, 2% W, 31, 32 has0nve U LJ hesdarrored Holding designer must review bads to veMy that They are conectfirfe lMended use offisWs November 15,2024 ImiiivnenMMnnnoe[tNdeanelrrmmtMor�fe�orohownwofeinMenim�inaamnrome AwS av"4ryy,Simi-Ro,w4onNo1ESONHIDMaINCLu«aMUCxnaERENCERACEM,473MV.1?G23aEFOReUSE. MiTek® �me no n i wANSI� ymm pmna.nnmrnonnmrnnM aeaesa, eemonmsanoyl mafim .,aixxnt iM,eEm n Jabvss �TvssType Dry PIy 8l' R85361590 UNIT -13828 BX06 ROOF SPECWL GIRDER 1 Job ReterencGlgq� ) Builders HmiSwace (Cart ,TX), Carto0loq TX-5006, 630s 262➢20 NUT fidLsOifs I- Tbu Nav 111050372026 Paget ID V.Bm YgWHs NHysBM-m 7FICASB70Hg3NSgP,L8w3ulT GMD.IJOJCJI NOTES 10)Hau l(sl or order Connection denace(s)shall be provided sughbontto suppst Concentrated Sell 15611, dawn all 27 Ib up W Ol and 156 Ib down all 27Ib up at 215-0on top Chord, an 100211, dawn and 21 He up at 28121 002d 1b mot and ]t Ib up at 4812,1 0C2 He driven and 7111, 6 up at 6W ll Ib 12, to02 dawn a]i up at 8A121lud" h down and 21 Ib W up a 1" 12.1 2 Ib al is down and 21 up 12812, 1002 N doom rd al and ]t up 1" 12, root do Ib ll threat and ]t up a 16U12, a IM2 to down an]t l0 up at 1El 2, and 1032 to dawn and 21 rd up at 20812 on WBom chord TNe"ousektllon of Sol channel Stengel is USE responsmlllry of orders LGaOO SE(9) 1)Dead+Roof FMC(11a6rrczd) Lumcer herbase=l 00, Plate Increard lOO UnRoim Loads (pm Vet 15 27,&10=-A5. tt18=10 Concentrated Leads Old vert 1=15610=15613=100l 21=1802(F12 -10o2(F) 23=1o02(F) 24=4002(F) 25=-1 W2o )26=-1802(F) 2]=18o2(F) 28=1no2(F) 29,41) 2(F) 2) Dead +O 75 Roof Fore (balanced)_ wm0er increase=100, P6te Irerease-100 Undmm Loads (pin Verb 11`1O""78, 11-18=10 Concentil Loads (0) Vert:1=-18210=-13213=-Bi5(F)21=A15(F)2Y�15(F)23 815(F)2a= 15(F)25-315(F)M6 15(F)2]�15(F)2B�t5(F)z'Y 15(F) 3)Dead+UwManabk AN WMoul SYoage Lumber Increase=125PN@increase=125 Unlfmm Loads (pm Vert1 15],0- to- -zs,11-18=20 (amrcentral Loads pb) Vert:1=5510--5513=31B(F)21�1 B(F)22- 318(F) 23�31 Ell 20=318(F)25 lrrfl26- 318(F) 21�18(F) 21l 29=318(F) 0) Dead +06 MWFRS Wind (Pas_ lateral LeK Lumber Increasal W. Plate Imfease=160 UnOmm Loads (pin Vert: 1S 119, 520=13,10-2R9,11-18-6 Haz 1-18-8, 1al1-10 ConceMaled Leads go) Verb 1=910=1313=6](F)21E](F)22=6](F)23=6](F)24-6](F)254i](F)�](F)2]=6](F)2Bl29=6](F) 5) Dead +O 6 MWFRS Wind (Pas Internal) Rgl: WmLv Ime rel 60, Plate haded c5l W Undmm Loads (pin Verb 1-19-423, 5l9-61%&10,13, 1118=6 Hai 1 18- M 10-11-8 (doncenvaldol Ltuds po Vet 1=1210,1113=67(F) 21E7(F) 2237(1`) 23=6](F) 2�fl 25=67(F)2 U`)2]=6](F)2 67(1`)29=6](F) 6)Dead +06 MWFRS Wind(Neg. IMddrad Led Lumber Iixreas fil Plate Iiunl 60 Unibrtn Lolls (pin Veil 1S 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) Ri Lumber Inoue=160 Plate Increal 60 Ungorm Loads (pin Veil 15 7. 5-10=25. 11-08=10 H.1 18-A 10,11=-15 Concentrated Loads 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+061AWFRSWmd(Pos Internal)ls PaiatleLLumber IneieaseAW P6te Increase=160 UnOmm Loads (pin Vert: 1S420, 510=12, 11-18--6 H. 1-18=13, io-11-13 cmxeMated Leads go) Vert 1=1010=1213=67(1`)21E7(F)2237(1`)23=67(F) 2afl 25=67(F) 2sfl 2T=67(F) 2 7(1`)29=67(F) 9) Dead +O 6 MWFRS Wind (Pas Internal) 2nd Pa211el Lumber In deasal6O P6le lineal Undoim Loads (pin Verb 1ti`--627.5-10.5.11-18-- 6 H.1 18=13, 10-11-13 Concahal� Loads po Vet 1=131R1013=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+06MWFRSWlml(Nei, inlemal)lat ParWIH LumcerIncrease=l W,Plate Increase=160 Unarm Lords (pin Ved 1 5- 4fi7, S-ID=-251118=10 Harz 1-18=7, 10.11=] COnreiMrreO Loads do) 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]=]i(F) 28=T1(F) 29=]t(F) 11) Dad+06 MWFRS WiW (Neg.lntemal)2nd Pamilet Lumber Inoeae-160, %ate Iircrease=160 Unarm Lads (p0) Vert 1 5=-057, 510, 2511-18=-10 18=],10-i1=] Conrenlmted Loads do) Vert .14]1D=2nY]i(F)21=]1(F)22=n(F)2YT1(F)2a=]i(F)25--n(F)25=i1(F)2]=]i(F)28=T1(F)29=]i(F) 12) head_ Dancer Increasd,090, Plate Idrusel90 PR delay 90 Umtorm Loads (pin Vert1S K5r. 510=-2511-18=-10 conceinrated Lords pb) Vert 1�o10=Gl1 253(F)21=253(F)2Y 3(F)23=253(F)24 253(F)2F 2M(F)26=253(F)2]=253(F) 28=253(F) 29=253(1`) .... I ...... I ALaVSRgUG V" MISS, PIMI,Mm Ild REID NOTICOUNTEPAND INCLUDED all REFERENCE IMUGE al�,U MI. 'blabbhural USE. Mor [Mr Jab ITn« Type Dry R85361590 ONIT-13828 BXO6 �Tvss ROOF SPEChIL GIRDER �PM 1 4 Builders FrslSaace(Carta N/m ,TX), CartOCbn, TX-5006, Job Reference[p�1p Ij 630s 262➢A'..1 iKdI1IV, I- Tbu Nw I11a. 312024 Page ID VUBvdrGYgMHs NHysBM-S 7 I .B7OHg3NSgP,L6 3ulT GMD.7J42JC� LOAD CAMDR 13)Dead +075 Rw(Lrve(al)+ 0]5(0 6 MWFRS Wind UNE,. lnt)LED) Wmbec ONEease=160. Plate lnueasc=iW uMmm Leads (pll) VeM1 1s 510,5-10=1011-18=-10 a Ho1-1a=11. t011 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 (M1.1+0 ]5(06 MWFRS Wind (Neg. Int) RyMr Lumber lnueaae=160, Plate Increase=l W unrtorm Loads (rap Vert1 5=-510 510=-19, 11-18=-10 Hmz 1-18�, 1011=11 CanceMared 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)27-13(F)28=33(F)22W(F) 15) Dead 4 0 75 Roo(Llre dal) +0 ]5(06 MWFRS Wind (Neg Intl IA Parallel) Lumber Incease=i 60, Plate Increase=160 unarm Loads daf) Vert 1-5-510, 5-10=1011-18-10 Holz 1-18�, 10,1" camemr4tM Leads DID) Vert 1=1810=1913(F)21=33(F)22=33(F)2T33(F)24=33(F)2533(F)26=33(F)2T-33(F)28=33(F)2' (F) 16)Dead+025Rc LMe(Wi)+07$06MWFRSWM(Neg_In[)2MParallel)_Lumberlenease=1EO,Plate Inuease=l60 Un iam Loads (p8) Vert 5- 510 510=-7811-18=10 Holz 116�, 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) Dead+06 MWFRS WIM Mm. LeR LumMTlncrease=t 60, Pla@ Ino ase=1 W unarm IF=(plg Vert: 1b=d98, 5-10= ,11-18=b Hmz 1-1e a Concentrated Loads Pb) VIRL 1=910=913-m)21=44(F)22=4MF)23=44(F)24=44(F)25=44(F)26=44(F) 2z=44(F) 2a-r4(F) 2'ddtf`) 18) Dead +06 MWFRS Wind Min Raid Lumber InOease=l DO, Plate Increase-160 Unarm Loads (pm Vert 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) Re iaaal. Deac +O6 MWFRS Wnd (Pas_ Intemag Left Lumber Inuease=160, P6@ lm se=160 Unarm Loads RaQ Vert 1-5-119, 5-20=13, 1020=%11-18-6 Holz 1-18=81011=10 camemr4tM Lwds (ib) Vert l�Dl Ol0 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) Reeen al DeM+06 MWFRS Wmd (Pas_ Intemag Right LumMi lenease=l W, Plate Increase=l 60 unurm Loads U H) Vert.1-19-423 ' S19=419, 510=13, 11-15- 6 Ho¢ 1 116-10, 611-8 Cmcentatetl Loads (I d Ved: l�Dl1 O13=271(F)21=271(F) Y271(F)23=271(F)24=211(F)2. 211(F) 271(F)2)=271(FI 28=211(F)29-211(F) 21) Reversal Dea1+06 MWFRS Wnd (NFd IMemall Lefl- Wm� Itxrease=160, Plate Increae=160 UM. Loa05 (PER Vert . 1� Vi7,510=251118=10 Holz 118=15, 10-11-0 calcentrmM LoadR DID Vert 1-1610-W13=26T(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 Re aRsal- Dead +06 MWFRS Want (Neg Intended laglR Lumber Increase=160, Plate Increase-1 GO UMmm Loads UT) Vert 1s -457, 5-10=2511-18-10 Hoa 1-1", M,11=15 Concentrated 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) Reversal Deal + 0 6 MWFRS Wind (Pas_ IMema) tat Parallel Lumber Increase=l W . Plate Increase=1RD Unarm Loatls (pit) Vert iS=-020, 5-10=12, 11-tB=E Ho¢1-18=13,10.11=13 CrnceMtated Loads (lb) Vert. l�Dl�O13=211(F)21=211(F)2Y211(F)23=2zi(F)24=211(F)2F 211(F)2 271(F)2z=211(F) 28=271(F)29-271(F) 24) Reversal Dead+06 MWFRS Wtnd (P0s Inte nag 2nd Paalel Lumbulncreasct160, Plate Increase=160 Unarm Loads (pif) Vert 1-5=-027,5-10=5,11-18-fi Holz 118-13, 10.11=13 -114 AaiVaRINING V-Ddnynpamameiana,it REOkD.nTesnaRISANDIncLuoEDMnE.REFERENCED4EWFRUm,.1R 3aOReuse. MiTek® �aro trog a Iv m%vmn> wwaM ouairycn amtiwnala+n„aPinnwgl u and acsl IRA, component Snany anmmen n -apue rmmve Sinaaefaumng G-heal pamu aaFug-Igaeaabe-mla a l� rysN an7] 1nllMneEna- a�Ore+e' eomm�enaom) Jab ITn« Truss Type Dry R85351590 ONIT-13828 8X06 ROOF SPECWt GIRDER �PM 1 4 builders Legg —(Carta N/m ,TX), CartoCbn, TX-5006, Job Reference[p�tp Ij 630s 262ml.il KiOW;VS, Ix ThU Nw 1E 1050312026 Page ID Vu&ndrGYgWHs NHysBM-S 7 W.B70Hg3NSgP,L8 3ulT GMD.IJO JCr L0F00113E(S) Cmcernratea Lwas gift) Ven 1�010=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) Reemead Oea]+06 WFRS Wand (N } IMemng 1A Pamilel. Lumber 1mm,ere=t 60, Plate Inowsc=160 ungwm Lwgs (PH) Vert i 5-'b"' 5n0=-25, 11-16=10 Ho¢ 116=7, 10.fl=] CmcerNatetl Lw05 (lb) Vert: 11810=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)Re mlLem+06 MS WW(Neg IMemaN 2rd Parallel. Lumber Irroease=160. Plate ..I Ondurm Loans (PU Vert 1s= 7,5-10=2511-16=-10 Horz 1-16=7, 10,11= concermareo Loans Old Vert 1-1810-1813=261(1`) 21=-261(1`) 2 261(F) 23=267(1`)2E= 7(1`) 25-267(F) 2 26)(F)2] 67fl 26=26](F)29=26](F) 9) Reverse! oeact+075 Root Urge NI ) + 0 ]5(06 MWFRS Wlno (Neg Im) Led), Lumber mowse=160, Place Increase-1 W Infirm Loans (ql Vert 1-5=-510, 5-10= 78, 11-18=-10 Horz 118=11, 10-01=3 eonermareo Lwas pb) VM.1=10610=10613=665(F)21�(F)22�5(F)2�(F)20�85(F)25 M(F)26�85)F)27�WF)28= 85(F)29�5(F) 28) Revosal. Oea]+0 75 Rmt Lrve (ml)+0 ]5(06 MWFRS AAn l (Nag IM) Right) : Lrnber Increase=160, PDte Increase=160 On6arm Lw6s Nff) Vert 1-5=-510, 5-10=1611-18=-10 Horz 1-18�, 1011=11 c ermatea Lwas gift) Vert 1=10616=10613--685(F)21-85(F)Z!—N5(F) 23=-685(1`) 24-685(F)2 685)1`)26-685(F)27-685(F)28=48s(F)2 685)1`) 29) Revosat Omel+075 Roof Irve (bal ) + 0 ]5(06 MWFRS Wino (Neg. Im)1st Parlled Lumber In read =160 PNre Imreas l60 un6wm Lwgs (PH) Vert 5- 510 510=-7611-16=10 Horz 116 .10-iiS CmcerNatetl LwOs (Ib) Vert :1=10610=106136135(F`)21--NN(F)22--Ei65(F)23=685(1`)24-685(F)25-685(F)26-6WF)21-685(F)26=485(F)29=L85(1`) 30)Re mlLung! +075 Roof Urge dal )+025(06 MWFRS WYm(Neg Im)2no Parallel) Lumber lnoease=160, Plate Invease=160 BraMrm Lwas (ql Vert 1s 510, 5-10=1611-18=-10 Horz 1-18�, 10,11S LN.milrarea Loans Old VVL1=16610=10613=-685(F3= )21-85(F)22--EiN(F)2685(F)2a-685(F)25-6N(F)26-� (F)2T-685(F)26--685(F)29-6m(F) 31)Reverse!Oeal+ 06 WFRS Wind Min Left Lumber Inreas l 60, Plate Increase=160 Unarm Lwas (ql Vert- 1 5--0 .510-6,11-18=6 Horz 11 8 eoncernrareo Lwas gift) VM. 1�l1 61�208(F)21=203(F)22=208(F)23=2d8(F)24 2E (F)2Fi=208(F)26=208(F)2]= (F)28=2E (F)2 208(F) 32) Revosal. Oeac +06 MWFRS N irc MIn Rglrt LumM lmrea a-160, Plate Incm�-1,60 OnRorm Loans ()Yl Vert 1-5�8, 510=6,11-18=6 Horz 10-11-B c ermatea Lwas gift) Vert 1�l1 61a=246(F)21=2a6(F)2 2a6(n23=246(F)24 2a6(F)2`. 248(F)2 2a6(F)27=248(F) 28-248(F) 2�248(1`) roeaare wan,ae. MiTek® tr.� �m�0,9r -ale, �� ev om°�e nm-) .1a7� 11111Mne.e Jabvss �TvssType UNIT -13828 C01 Ja kClnsetl Build—Firslsaaee(Cenn ,Tx), Carrolton, Tx - S886, d5 K2 21 0.13 a4= 2 4 S2 .2 City Ply j R85361591 3 1 Job Reference/p.�11dV, Iw Thu Nw 1414503] 2➢24 Page 1 630s 262024 MR U)Vumn YgWH N"BMmnR]FTC'MSB]OHg3N5gPWL6 3ulT GMDo iJ JC' FS15 2- 2013 2b5 0]5 FIT ..—I lfi3 2x4 II xv!= Ara II 3 4 5 dri" 412 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) 0of 6 Na wa BCDL 100 Come IRC2021fTP12B14 MmUcAS WIM(LL) Go ] >999 240 Weight W 10 FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w1SPSS 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=]0(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 T�38911W167T KP14966 WEBS 2�1346M17:2-7=TV362,3-7--M3fl( ,4] 10]142],46 1316b16 NOTES- 1) Wnit ASCE ]-i6, VuV1Mmph (3-sttwib gist) VasmSImpc TCDL=6 Opsf, BCDL=6 � Opsf, h00; B=45$ L=40ft; eavct5ft, Cal. 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 desc1wN 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) Pmvlme mechanlwl connection (by olWrs) of truss to neming plate capable of withstand! Ing 6611 uPIM a joint and 70 M uplift a[ jDIM6 ]) 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-.e wan,se MiTek® tr.,m� 4 ev ore° nm 1 c e 1-H .1ac611111Mue.s— Jab Pd, H UNIT -13828 CO2 Builders rslSaace(Cart ,TX), 1 hfi = PN R85 61592 ROOFSPECIALSUPPORT I 1 Carto6bq TX-5006,�Qh cG1q ) 6Sos 26024 MRei fidLsOifs,Ix ThU Nw 141450382➢24 Pagel ID:VuMn YgWHs NHys8 -O 7FTCW.B]OHg3NS,P,L8w3ulT GMDo7J4 JC� STS" too" on tz s®he=rnl zxa II z.4 II zx4 II a s 11 0 9 8 fi z.fi 11 z.4 II or = z.5 II fi.e = zx4 II stb4 ate LOADING (psi) SPACING- 2-0 CST. GEFL. In pc) IR2 Oil PLATES GRIP TCLL 1000 Plate Gip DOL 1 Ed TC 045 Vat(LL) Na - Na 999 MT20 2"190 TORT 250 LumMr OOL 1 Ed BC 0JS Ved(CT) Na - rod 999 BOLL 00' Rep Stru Ina NO WE 067 HagCT) -0.W ] Na Na BCOL toe Code IRC202iTP12014 Matrix-P Weight 491b FT=20% LUMBER- BRACING - TOP CHORD 2x4SP1650F15EWA,4SPNo=SPSS TOP CHORD Structural wed sheaNing directly applied a S7-2 oc pudlns, BOTCHORD 2,ISP1650Ft5E,oa,[SP Not aw SPSS except end verficels. WEBS 2x4 SP No 3 BOTCHORD Rigid ceiling directly applied a 64, 0 oc Mating_ OTHERS 2x4 SP No 3 REACTIONS. All treadngs 8-104 g1d)- Max Una 11-1crTC 29) Max Uplld Allup0d10DIUorless,nt(s)Gexcep111=100D(LC27),7=1301(LC30),8=12%(LC27), 9 J (LC 30) Max Gray All reactions 250 In or less alfmm(s) 6, 10 cept 11=1032(LC ME) 1425(LC 31T 8-VOULC 34), 9=109D(LC 31) FORCES. Go -Max Cmrg.RAax.Ten.-All brces 25D Vid.,cps except wlren sllwm. 1 TOP CHORD -11=106W100],YY-124Y1244,2-3�512]515,3-0=1i92/1182, 4.�-59W593 BOT CHORD 1'T11-M 265910=-9400&55&9=551515,]A-7SIR41,&7- 99/584 WEBS 47--55&218,3»=139]H380,2-9=]OV2]1, 1-1Y 16301167541Y 1620(1665 1]=-132VNINI NOTES- 1) WIM: ASCE 7-16; VuR-115mph (3secmd gust) VasdSimpid. TCOL=6 opsf, BCO1=6 Opst, ft� B-CA, 1=40d; eau,2d, Cat. II; Exp C, Entloseq MWFRS (prectpnal) add CC Coral zone, ,achiever left and onto exposed; end ventral oft a" right posed,CL firM rrkets add laMW forces 8 FRS for reactions sftam; Lonfor DO1=1 SO plate cup OOL=t 60 2)Tmssdesgredmrwlmv dsmllreplaneoemetmssord, For"sexpsedtomnd(rwrmaltoMer ),see Stamamindus Up Gabe EWD it asappll bto,orconsWqualifiedM mgdeslgrrerasperANSOFPI1. 3) Pmvlde adequate drainage to phouentwate, pondelg. OF TF•\,1 p. 4) Gabe regalres mntmlrous ltollom rnomeaNg o. 1 i yS: '9jt 11 5) Traps To ix, Wily shoodded Tmm one tare or securely traced opened Worml movement (I e_ diagonal wetr). �jaMJ�j 6) Spoil,, studs spaced at 2LL¢ /r //� R ])Tft6 truss ftas Veen departed for a 100 par Whom chord live load nonmavrtenl with any later late bads. ................................ 8)' The Was has loon designed for a eve wad of 20 opaf on to botbm chard! in all areas where a rectangle 3 01a9 by 2lM wane /MARCOS A. HERNANDEZ wR a between Me lxNlom choN ant any pride,memcers_ ••••p...................... ••• 9)prance, melranlcal Conn Llon(byNMrs) of Was to treader plate capable Of withstanding i001b upirl at pinks) 6 except Ql=lb) 11.3878 II <4EN5EN�: 10)Ths Wsshas0 Wmbu OOL-BW)Pa@gdp00L--H 33) Connect Wsstoreslst ndeg�foratdldmgloadof300ph drop bads along CotlWe rnoN WordGO 0 to 8-1&4 for 3000 PH11SS.QNALG`� COR F-12513 November 15,2024 k.ruffif.e ndP.�m.trnadn�laNlaTean.rea nh lnaanne.torene.eenfie.,.,,re., arNplaneUse, �aro Mill�a� dmw m+vmoq 9ueanbe-miss-ru u ipceprrysH ouaiy'co amtiwnalwm'.Phmtunl and acsl aurcus co,iont surely hnrormpfion mpm¢tle fiom Ye swiaraleummgcop,,-I Aamu �Ow+r' eommWenaom) yIs]ss1a]ll.,Tp.a— Jabvss �TvssTYpe Dry PIy g(1 R85361593 UNIT-13828 D01 JACK-PARTIALSDPPoRT 2 1 Jub RererencGlq , Builders HUASaace(Cart ,TX), CartoCbq TX-SWW 630s 26ID24 MRei fidLaO�F's Ix Thin Nw 1414ED W 2024 Page ID V.Mv YgMHs NHysM-D 7FTCW.B]OHg3NS,P,L8w3ulT GMD.7J4 JC'll ]-1 ]1.0.8 . 12 5 ge 1.146 _ Md h4 1 3Fb- 2—�� 3 � I 5 �AI^I . LL�2= u 10 9 8 ] fi 2.vb fivecal 0.8 Plate Ofiuts (XY1 ]03803-OI 503A 0.-01 LOADING West) SPACING- 21 U C51. OEFL. In (bc) 1Me8 Oil PLATED GRIP TOLL 10DO Plate Grip DOL 1 W TO 044 Ved(LL) Na - Na 999 MT20 244I190 TOOL 250 antler OOL 1 W BC O11 VED(CT) Na - Na 999 BOLL 00' Rep Stru Ina NO WE 062 HagCT) oor ] Na Na BCDL 100 Cade IRCrCVTP12014 MaOk-P Weight 41 Ib Flt- 0 LUMBER- BRACING- TOPCHORD 2x4SP1650F1.5Eor2x4SPNo!M2WSPSS TOP CHORD Structural wend sheath, dlredly appllM or S94 o prins, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP NC MWSPSS except and verhod WEBS 2x4SP 103 BOTCHORD Rigid ceiling directly applied a 6R)0 odi c thudding OTHERS 2x4 SP No 3 REACTIONS. Alltreadin ]-IDA. (Ita- Max Ho¢ 10=73(LC9) Max UpIM Al plM100loorlessa,nt(s)Gexceptl01055(LC2]),]=1143(LC30),8=n44(LC2]), 9= =IED 30) Max G2v Mireadlom2501borks atjolM(s)6exceptlD=1093(LC34),]=12r (LC31),8=1256(LC34), 9=114](LC 31) FORCES. ob)-Max Comp N.Ten.-Allbrce5250(IU)orkssexreplwlrensasen TOP CHORD 1-W=1121I1063, l Y 993I995 2 3-52r153o, 3 118911179, 4-5� W580 BOT CHORD 9-10=633/566, 8-9-571529, ]�16Y 20, F]--594 1 WEBS 47-3812P,3»l2S12552-9=51WI8,1-9=14]itl516b]71TOV17M NOTED 1) `Mnd. ASCE ]-16. Vu8=115mph (15 d gust) Vasd Jtmph. TCDL=6 0psf, BCDL=6 0ps. h�R, B=45$ L=40R, eav�2S Cal ILExp C,Emlos .M MS(dlreclgrmgarrdC CIXner(3)zone,mntileverle andrightexposed,endvertealleftar r M expxed,CL Mr darters, are tomes 8 MWFRS rorreatlgn , student, LumOer DOL=160 plate grip OOL=160 2)Truss designed! normal keelsmtineplaneorinetmssonly Forslutsexposedtomnd(mrmaltother ),see S1MaNlndu y Gable EM D l5 W appleabe orcons N qualMed Willing desgr as per ANSIrtP11. 3) Pvvltle adequate Wareal to prevent miler pan Ping. 4) Gab1e requires calinucus CMlom cMN beamg_ 5) Truss b be rally sheathed Man and race or=nrl, braced agdal Mewl W archu d (I e. degonal veo). 6) Gable sNds sp V at 2"d oc ]) The Vosbe Voss Wes en da ded r« a 1 D 0 Red bo8am clroN live Ideal nammneurtent with any Elbe, Irve bads_ 8)- This Was has had designed! a EeWed of 20 Ignsfonthe e[am chad in a0 areas wMe a rectangle 3b0 MR by 2-DO vide eal M between Me Wham cMN all any otlw memcers_ 9) PmvMe unemamwl annecran (by oIMSe mvnN ) or truss M bearing plate capable Rod 1b CUT atpint(s) 6 except 01=1b) 10=1055.]=1143. B-11M S=IoM 10) This true, has Wen designed fora (that drag Toad a300 pIL HunterDOL=(1 W) Plate grip DOL-D 33) Connect MISS to resist deg bads along WMm that Imm do 0 to ]-1"fur 3000 ph VV MARCOS A. HERNANDEZ ....;.....11 3..78....;.... </CE N SEo.G`a�' COR F-12513 November 15,2024 Mill Jab Tn .� �Tvss Type UNIT-13A 28 N/III Dm82 Ja kCluutl BUIMers Frslsaase(Cauu ,Tx), Camoyar,Tx- 5886, 2-1-6 31t-0 2-1-fi 1-T14 21[4 = I oN PN R8536159d 1a 1 ) Job Rete."i --11s0�F" s, Ix Thu Nw 141450392➢. Page 1 630s 262024 MR ID VUBvdrGYgWHsxs6NNysBM-s ]FICW/ 70Hg3NSgP,L6 3ulT GMD.7J4JC'll S42 0A 1314 2-tE 025 12 5®LL=1.146 32.4 4=4 = 52Y4 II LOADING (pst) SPACING- 2-DO Can. GEF1_ In pbc) Well red PLATES GRIP TCLL 10D.0 P6te Gip DOL ic0 TC 016 Vedi To" ] >993 480 MT20 2441190 TCDL 250 Lumcer DOL 1 W SC 019 lord ) T. ] >9YJ 240 BILL 00 Rep Strgs Ina YES WE o30 HmzB:T) 001 6 Na Ida BCDL 100 Code IRC202VTP12W4 MatrdA WIM(LL) Go ] >999 240 Weight 45In FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650Ft5Ea2x4SPNo1w2x4SPS5 TOPCHORD SrrcN2l wood sheathing directly applied. except end arrhals BOT CHORD 2x4 SP 165DF t5E or2x4 SP No1 a 2W SP SS BOT CHORD Rlgld ceiling directly applied. WEBS 2x4 SP No.3'Except' id 2x6 SP 2400F 2 BE or 2x5 SP DSS or 2x6 SP M 31 REACTION£ paxe) B T5 , 6=M6Tahicel Max H. 8=]3(LC 9) Max Up118 8=59(LC 816 1UTC 9) Max G2v 8=1012(LC 1), 6=1012(LC ¶ FORCES. (Ili) - Max Comp.Mlax. Teo- All force5250 Uld or rose, except v.Ten Mean TOP CHORD 2�1092/J12 3-0=1091/316 BOTCHORD 7�44I8466-]303I63] WEBS 2�1155 74, ]= 7] , 3-7�ON150 4- 4I354, 4fr114213]8 NOTES 1) Wind ASCE 7-16; Vu8=115mph (35ttmd gust) VasdSimph, TCDL=6 Dpsf, BCDL=6 (Ind. h-�f' Oft; BAST, 1=40ft, eavcc511; Cat IL Exp C. ErcJoseh, MWFRS phooLonar, add C Contain)zone randlever led and right exposed , end veNcel left and Mht ex,ronexi for memdea and forces MWTRS for concern shave, Lumber D01=1 Wprate gdp Di 60 2) Frank, adequate drainage to prevent rater pondeg 3) That ands R s been designed for a 1D 0 psf WHom tlroN live load nommncmreat with any other lwe bads_ 4) -This Bass has teen designed her Ee'md of 20 Opsf on the lather chard in a8 areas adhere a rectangle 380 tall by2-00 vide vn8 hl beMmen the Ndom ctrord add any other memters_ 5) Red, to Unclogs) nor buss 0 Bass mmW ccns. 6) PrwMe hasharn al connection (by others) of Bass to tea ing plate capable Of whenMing IOD It uplift at pints) 8, 6 ]) Thin buss seen, requires that a car hound of 7I16" structural wood sheathing be applied directly to the lap chord and 12" gypsum shcebock be aWhed the" to Me boDom chord ySPS� F'r4.11 MARCOS A. HER.... ............................ 113878 COR F-12513 November 15,2024 MiTek® Jab I M �1-1— TYpe UNIT -13828 QAN Fm01 Flom Builders Flmisaxse(Ceo ,TX), cartaNbn, TX - 5006, 91-8 H DN N PN R85361595 13 1 )) Job Reference190151dFs, Ix Thu Nw 141450.482➢24 Page 1 63N 262➢24MReeiifi.B IB:VUBmdKGV9WHs%c6NNys8XBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKNSCBaIJ42JC� 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- 3xP.MAU.El- 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 OflseofXY1 14tEdar,01-0I 11801-0EWel 1190.1-0EdaeL 1210-2AE LR50-1A0-1411260-1-8 0.14cl LOADING (psi) SPACING- 2—CSI. OEFL. In (bc) Vdefl "d PLATES GRIP TCLL 400 Plate Gnp DOL 1 W TC 081 Ved(Ly -034 19 >TW 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) PIT 14 rea Ina BCOL 100 Code IR=VTP12014 VMMxS Wegnl: 117 IS FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E 0r 1 a4 SP No or SP SS(flA) TOP CHORD Shuclu2l wood sheathing dlrecVy appllM a&lo oc punlns, BOTCHORD 2x4 SP 1650F 15E or a4 SP N01 or 2W SP SS(flat) 'Exr¢pY except end!veNrals. 144N WDF2400F20Eor2x4SP2400F20Ema4SPOSS(flat) BOTCHORD Rigid ceiling dlreNy applied or100-0Bc Trading, Except. WEBS a4 SP No3(flag 2-2-0Bc Mactng2,T 2 REACTIONS. (size) 24=058, 14 5-8 Max G2v 24=159WC 1). W159MLC 1) FORCES. Uldl Ma,c Conr,Max Teo-Allbrces250 pb)orkssexceplwlren rhmm. TOPCHORD 2�2663N, 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, TSb23110 8-� 699N, 9-11�52". 11-12=266M BOTCHORD 2b24-C1529, 22-23�'3744,20- W526219-20=M@086, 1819=006231,1718-0I6007, 1817-Gci ,1S16=09T45,14-15 1529 WEBS 12-14=-2159AT2-24=-2159AT 42-15�W i6, 2-23 1686111C 160M, 3-23=160&U,1 TTILOU 159, T2-011160 916= lecoo 4-22=109TN, 91T (S49, 4-20=M648, 8-1T 59111T 520=591AT 8 8-15&53T, 51Y--1W53T NOTES- 1 7 Unbalanced Boor uve IBads here been consdered fauns desgn. 2) All plates areor plats unless athat da, indYa@d_ 3) All plates are 3x4 MT20 unless o hdmn nMkaled_ 4) The Eabncaion Tolecance al)oIM 21=11% Recommend 5) 2x5 sBuml on edge, spaced at 10-0-0 oc and fastened to each Buss with 3-Tool (0131-X Y) voila Snmgbacks to ne allacRV to walls althea other end or restrained by other henna n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 roea sanewan,se MiTek® S.--, ev om° nm do�"I-Fila- 5ec. e t-Fl Jab 2 �FLO R GI UNIT -13828 2 FLOUR GIRDER 6ullaes Flmisaxee(CaulTx), Germ on, Tx- s006, a1-8 H �; 1 Cut 1PN J IUf Ss�� cG1q j R85361596 630 s 26024 MRei asO'xS, I— ThU Nav 141450402024 Page l ID Vu&nmTYg,NI NHy MmX 7FI WsB7OHg3N5gPWL6 3ulT GMDmIJ42JC'/I 1�A1 i aJfB 5$le=t3fi5 7II hfi g 15 FP— 3xfi = zw II 3xfi II 3x6 II '1 2 3 4 5 6 7 34 8 359 38 29 2B 27 26 1'I8 M18NI.,= ..II 15x3 &P— zxfi 11 3a6 FP- Am gas S 6 II .6 11 itsH u r It 3x6 = 1111t. 11 12 13 16 15 16 17 18 19 o 25 24 23 22 21 M .11 3x10 M18AH5 FP - Plate OtfseE, fx Y, 1100S-0ROOM 1190" Eede1125 a3-0.EdaeL U6:0LSO E 1R7 C2-12 EO.]Ed) 03-12 EOceL1320.1A 0TFm [330.1 b 0-MI LOADING (pst) SPACING- 2-0O C51. OEFL. I. par Sued Ud PLAWS GRIP TCLL 400 PUR, Go, DOL 1 W TO 0G4 1CMLL) -029 26 IS' 480 MT20 220/193 TCLL 250 Lumber DOL 1 Do BC 079 VeA(CT) -055 26 >468 240 'ISAHS MW162 BCLL 00 Rep Stress Ina NO WE 093 HaE(CT) 008 20 Na No BCDIL 100 Cofle IR=VTP12014 VIEWAS WCUIR 194lb FT=20%E H%E LUMBER- BRACING- TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 Car 2W SP SSUEQ TOP CHORD Structural w d sOeaming Ulreatt applied a 5 3ocp pins, BOT CHORD 2x4 SP 1650F 15E or at SP No 1 or 2W SP SS(flal)'Em¢pY except eM vetgrels. 2331,20.282W BE 2400F 20E or 2x4 SP 2400F 20E or 2x4 SP BOTCHORD Rigid ceiling directly applied or l OO-0 cc 0rndtug DSSAat) WEBS 2x4 SP No 3(fla) REACIDONS. Doe) 31=(T!8, 20 S Max G. 31=2054(LC 1). 20=1913(LC 1) FORCES. go) - Max Comp . Most Teo- All firees 250 Mar orF s except v.Ten Carl TOP CHORD 25 3944N, 3 951N, 4-6 7024/0 G-7=7024N, 7d=9288N, 59=92B&0, 9-10=962P.ro, 10.11=-)RE VQ 11-12�38&O, 12-13=-838&0, 1Y15---64 5N, 15-16�435N, 16-17=J653N, 1748=-=A HOT CHORD 3031-02147, 293=015605272' 0/8247,26-27=0/96232&26=0/9628,2425c0/9090, P 24 W,196, 21-22=015159, 20-21=011993 WEBS 1620=2687N,2-31=-2896/0,1021=&2320,2309Q528,16-21=2W4N, 430=2244/ , l6 22-0/1762, 4-29=0/1959,1322--1466N, 7-29=1690N,13-24=&1205 7-2711480, 8-27=599N,11-24=-1039/O, 9-27�953Z 11-25-0/112$ 426�7rN, 10.2i--016tl 1 E3- 1) UnbalanceJfloor We ba05 have Ceep constleretl 1or(bls Jesgn. 2) All plates are MT20 plates unless ometw¢e InOvafeO. _� \\ 3) All platesare6s8MT20unlessit 28- 1IMkateO_ 4) The Reconmend0n6 se2Mat101M28=n% 5)Recommentlto bsboaracks, onsatMpsNatlO-0-0ocaMdby ohr each Wssvnm 110tl (0131"%3')naE i yt:• •4S 1) Strolgba) or of er constab d walls al msh order e1Ms a mst21ne0 by other means 6)In doom 9) 212 onton opctunde✓he(5)sball be govltledach cconnection nntosuppoflmncenthee0 Faults) 59 other at 7-88,aM 645 m Me LOAD CASS)mmdd.Tbe dngnto Met fa of Each Ross am ntev¢e(sps(be respor Homers. ;.MAR••••...... HE ..ANDS ,., 7)In me LOAB casE(s)s lion, roads applied to me rare of the miss are noted as rmm (For oaa (B) /MARCOS A. HERNANDEZ/ Loco cASE(s) sma' /1 ••QQy 113878 / 1)Dead+Unifforrinourrd, dalanciso Lumber Increase=100, Plate Itrcfease=l oo 'It 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 AwA 6 V"t-y1Pauimetrma,it READ NoFESONTre5 INCTunenMoraREFERENCERACEalro,ml.1ooH3elanReuse, MiTek® �aro ny traog mw ce'8yym„s .weed dnamhrcn amtiwnalwm'.Ptrnunl u aneaesl6mmmgeomponem SoRuInamm�6on �pue rmmve S6oM�etauMng component pamu aueance rega title �e msn y,a 7ss3nlluRews �Ovw+.' eommcenenaom) Jab vss �Tvss Tym UNIT -13A 28 F02A FLOOR GIRDER Bull FlenSoure(Car ,TX), CemoCbn, TX- s006, a1-8 H �; 1 1PN J IUf Ss�� ) R8536159] Job Retere c219pls0ifs, Ix TM1u Nw I11450.412024 Pale 1 63N 262➢24M W.B IOVu&nmTYgaNlk%WNNysBXBSM]FIC'/PSBTOHg3N3gPgnL8w3uITXbGKN5CBmIJ42JC'/f 1�A1 i aJfB 5$le=t3fi5 8z12M18AHS . 11 hfi am FP= 3xfi= AS Glo= xb ach Ore 1 2 3 4 ' 56 T 8 9 b 29 2B 27 26 .12= 3x10 MMAH5 FP= w 3x10 miumm SP= 2x6 11 2xfi 3xfi FP= 2zti 1[fi 2. H 3xfi = 1. 11 V 13 14 15 16 17 18 19 33 25 21 21 — 11 .10 Ml.. FP= Plate Ofiutc(XYJ- 1903S,Edges[t00.'1-0,OSOl,[19&3 .EOgel,[2362$Edgel,[2402d,Edge],[25a30,Edge],r260W.EdW1,[290-0 .EdW],[300.5-O.Edge], �31 Eme 0 TOI. M25tS OTTI 1330 I- 04O81 LOADING (psi) SPACING- 2-Do CST. oil n (loc) 11 1 PLATES GRIP TCLL 400Plate Go, DOL t W TO 073 Ved(LL) 26 N29 480 MT2➢ 22N193 TCOL 250 Lumber OOL 1 W BC 0]8 VeR(CT) -06T 26 >384 240 MISAHS 16WIU BOT 00 Rep Sol o Ina NO WE 0% Hm](CT) 0.11 20 Na Na BCOL t00 Code IRC2021RP12014 MaOdS Weigh. 20310 FT-2 F,Il%E LUMBER- BRACING- TOPCHORD 2m SP 1650F 15E or 2x4 SP No 1 or 2W SP SS(Bat) TOP CHORD Structural wood s0eaNing directly applied a" 14 m, Wd1ns, BOTCHORD 2x4 OF 2400F 20E or 2W SP 2400F 2 OF m 2x4 SP DSSUMGt E.,P except end vermall 2&2T 2W SP 1650F 15E m 2x4 SP Not or 2x4 SP SSULB HOT CHORD directly00 Right ceiling directly applied a 1D oc macng WEBS 2x4 SP NO done) REACIBONS. Doe) 20=058, 31,0SS Max G. 20=2099(LC 1). 31=37BWLC 1) FORCES. (N)- Max CompMlaxTen - All firees 250(N) or less except vT.en sound TOP CHORD 2S=7544N. 3d=7553N. 4-llOKV0. &]=1149010 7T-11767N. &9=117600 9-10=i128]N,1&11=-11287M.11-12=9560N, 12-13=956N0, 1&15=T2160, 15-16=]216N, tbt]=-0015N, 1T-18=A03TN BOT CHORD 3031=0/4026283 11056,2]-28�26 /i 1T2627,(YH28T, 2S261/11287, 2125=an o4n, 2124=018473, 21215750.2a211 196 WEBS 1&20=296210, 231=S43SM, 1&21-012592,23 4951,16-21=231 Sm, 43 —tT54/0, 1&21-02025, 4-28=IX600 TT23=1T3610 7-28=321 AL 11-0/ 241469 &2T�51/d, i1 24=1329N, 9-27=0/1140.11-25-OMPSE 426=4TDT 1&25=-59M 1On deans desgn. 1)U balanced indicd1mi815 MT20pleadsnave 2) All plates are MT20 pMl¢ nnkss NlrePxse Indrcate0_ 3) All plates are (x8 MT20 ml oNervnse located. 5)Recommend2x6etro]Wac WsswM3-lW(013l'X3')naiIs ......... OF.f, ,onedgeiparedatlOS-Oocandtastenedtoeacn Strmgbacl3 to be atlaciced to walls al then outer ends ce rest2med by other meals 1 yS:•' 'OV1 11 ' LOAD C115E(s) Standard 1)red t+Foui LNe(balanced]camber Increasest00, Plate lxrease=l0o /.M•RCID............ untolm Loads(SH AND Z IMARCOS A. HER..... l•••••••••••••••••••••••••••p•••• Vert 2031=-20. 1-19=130 ll Concentrated! Loans (to) Von 4=z693 1,13878 f. Pam'•. COR F-12513 November 15,2024 ,wA 6 v nlbnn.�metrman6n�anTe6n. res nl nnenMnexnerene.eeP.6e.,.,,m., 3—pense �aro MiTek® ny traog m%vmn> canes 9ueance rega title �e de n mw msM ouaiy'en amtiwnalmm'ePlmcwgl aneaesl B,,a,6Cum9onem SomyImo,odm �pue rmmve s6oM�e auMog compv en pamu �6w+.' eommcenenaom) mrC511ll.uc.s Jab 1.3 �I l— TYpe DNIT-13828 QAN Fm03 Flom Mind rsFietS ee(Cao ,TX), CartaNbn, TX- s806, 0. 1su II Ita II 1 2 3 4 1 V%�,/N 14 13 12 2-2H A PMte Olfsels (XYl- 110.1A EUx1 H20.1d E60el H50.1�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 Cock, IR=VTP12014 Mari LDMBER- TOPCHORD 2x4SP1650F15E 0r 2x4 SpNo1w2WSP SS(flA) 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) 1 1PN J IUf 53�� ) R85361598 Job Retere c219pls�ifs, Ix Thu Nav 1111.412➢24 Page 1 630s 262➢24 MRei fidL ID Vu&nd•TYg,Nt NHysM-B 7F W.B7OHg3NSgP,L8w3ulT GMD.7J4JC11 1. r1 3®LL=12.a 1 Sa t SXf �� 3xfi= fi T H 1s 11 m 3Kfi - It 8 12-. 611-0 2A0 DEFL. In (bc) VUeB " PLATES GRIP Von(LL) -00610.11 >959 480 MT20 244/i9) VoMCT) -010 10.11 >999 240 Hoa(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 app11e0 a 10O-0 cc bmcl, FORCES. (Ib) - Max Comp Wax.Ted -AII Porce5250 (10) 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, 11-02-011970, 1ITT 1-0fl768, 31G M37 WEBS 2-9=1181N, 2-14 1162N, T-10=WV S 2-13-W". &I0=651I0, 3-13 !VT 611,(N MT &12-W476, 412= !JM NOTES 1)Onba wn dflmrthebatsnavebeenconsvlere0Mathisaesgn. 2). rpRms are 3x4 MT20 unless offrom Se INicated_ 3) Reter In glydegs) for Wss to buss connections 4)Rerommend 2x6m ,backs, 0n edge, spacer at 1"0 oc armfaaened t0 each Miss add 3-100(0131-X W)naes Stro,backs to be atatt dto walls at Mar outer ends a datmined by Order meam 5) CARTON, Do act erect buss backwaos ...... MARCOS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 kea fi v �p p.�metrna4n��Tesn. des n Lnan.nexnerene.eeP.fie.,.,,re., 3e�nnense. �aro MiTek® ny traog a',yye„i 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) ]ss3Allu 1 Jab mss �Tmss Ty" UNIT -t3828 F04 , Flom Builders HUASaxee(Ceoo ,TX), Ca-4d TX- 5006, 0. i 5x3 II I4a II 1 2 3 a 13 12 2-]A 2_]A Plate Offsets ESYl— 11"T' Etice111201 N EWel N50.18T141 LGFGING (psg BPFC.No 2-0O CSI. TELL 400 P6te Grip DOL 100 TC 032 TCDL 250 Larger DOL 1DO BC 045 BOLL 00 Rep Stru Ina YES WE 035 DCDL 100 Cade IRC2021RPI2014 Mardi LGMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp N.jor 2WWSP SS(0A) BOTCHORD 2x4SP1650F15EN4SPNd wSPSS(Ral) WEBS 2x4 SP No 3gal) REACTONS. (.E) 14=0.4$? Max G. 14=908(IL 1). 9�900(LC 1) pry P R85361599 3 1262➢24 Job IereMR p'Itp /, I— Tlu Nav 11145P422➢24 Page 1 630s ID:VuMm YgmHs NHpOMmn 7IF sB7OHg3NSgPpL8w3ulT GMN DC IJ4 JCR 11. r1 ... -12.0 1.3 t SXf �� 3y5= 6 T H 15 n t6 3xfi - 968 12-. 611-0 2A0 GEFL. In (bc) VdeB " PLIOES GRIP Von(LL) -00610.11 >959 E80 MT20 244/i90 VEU(CT) -.10 10.11 >999 24. Hoa(CT) 003 9 Na Na Weld %1b Fr=2(DSE11%E BRACIRG- TOPCHORD SNxluml wood Sh Ming directly appllM w STrO oc purllns, except eM vermal BOTCHORD Rigid ceiling dimay applied w 1 M 0 cc Trading FORCES. In) - Max Comp Max. Ten --All Tracer 250 old or less except wlren storm_ TOPCHORD 21130G0,3 197N04-5=197010, 56-1 MAT 67=133W0 BOTCHORD 1ST4=0B06, 12-13 1753, 11-02-011970, 1011-0fl768, 31G M37 WEBS ]-9=1181N, 2-14 1162N, 710=0fi 2-13-W".610=651I0, 3-13�i6 Vl) 6111M60. 342=01476. 412=25M NOTES 1) OnOalwadfloor Webadsflarebeenconss'J brtMsdesgn. 2) A6 rpRms are 3x4 MT20 lama oNeranee 1Martal 3) Recommend 2x6 sbongtacm, on edge, spared a11" 0 oe and fastened to each buss wan 3-10d (0131• X W) naes StrolgbarMWbe allacfled M walls al NctiroNere wrestrained by oNermealN 4) CARTON, Do not erect buss barl wa ds. OF \\)D ! ySPS.. F'rS. gS. 11 MARCOS A. HER.... ............................ 113878 �.nF"PCENSEo.G`a�' COR F-12513 November 15,2024 MiTek® Jab To« UNIT -13828 N/III FmOS ers BuildHrs Saace(Caua ,TX), 111. T Type Iry PN R85361600 Flom 4 1 [p�1p j Ca-#dn, TX-5006, 630s 262024 MReKiKd 150iAS,Ix ThU Nw 141450.422➢24 Pagel IOVuBm YgWHS NHys8XBSM7FI sB7*Hg3NSgPpL0w3ulT GMN DC TJ4JC'/I �L4� 0.1R 3®IB'1=1289 ISo II 4u= TIC II ]JJ 1 2 3 4 5 1 18 17 16 15 4v5 - 1ffi3 II 1$611 4e5= &6= 6 ] 8 9 18 14 13 a N - Ya= 27A 5-13 111. 1bi8 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 meal¢. 5) CAUTION, Do noteral to C 2rds. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA � vemy4nd�p.�metrna�4n��Tesn.,res�Nn��Lanen.nexnaeneaeeP.�e.7.7,re.,�m3eannease. MiTek® ny traog ce',yye„s wO a 9ueance rega title �� u ww msFlam ouaiy'en tiwna..nnunl tine acsl6olNmp comvonem serery lmonmfion �pue rmmve s6oM�elauMog component pamu �Om+e' eomm�enaom) y1s ]ss35]llunewsmn Jab mss �Tmss Type Dry PIy 8l' )) R85361601 UNIT-13&28 F06 Flom 1 1 Jub RelemncGlgO)sOiE<s, IZ ThU Nav I11a.P22➢24 Pagel Builders Hrs Saace(Cart ,TX), CartoBbn, TX - 5006, 630s 262➢24 MReeii fifiddLL ID Vu&nmTYg.NI NHysMmU 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'tI 1. 115x3 2 3 3xG= 41 L3 3®n =1Y02 8 ICY 1 3. = 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 N.joa WSP 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. 3=309(LC IT. 309(LC 1) FORCES. (Ih) - Max Comp Was Ten - /ill forces 250(10) or less except when Crown WEBS 3S- IEU0, 2a349m NOTES- 1)Onhaancedfloorw Madshavebeenco 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 al Ned 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 oa T >999 240 Hm(CT) T00 5 Na Na Weght 2511, FT=20%F, I I % E BRACIRG- TOPCHORD SNx1u21 wmd sheathing dheclly appiCS dv�C ac pudlns, except eM vernal BOTCHORD Rigid ceiling dlreay applied or 1 M 0cc Trading 3-1NET IN 131-X3")na15 YR . VV ...... MARCOS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jab Tn« Type Dry PIy R85361W2 UNIT-13828 FO] �Tvss Flow Gitlx 1 1 Mflde HrslSwxce(Carta N/F0 ,TX), CanoObn, TX- 5006, Bl' jj Job Reference/pnlseiAS,Ix ThU Nw 141450-E32➢24 Pagel 630s 262➢24 MR ID Vu&nmTYg,NI NHysM-o 7FI .B7OHg3NSgP,L6 3ulT GMD.7J42JCW 11 1 1 So 2 9 3 3xG = 41 L 11 3®n =1Y02 1 fu311 1s,311 8 7 6 5 3. L = 431 4 3o LOADING (pal) SPACING- 2-0U C51. OEFL. In Bar,lMefl Lad PLAiMS GRIP TELL 400 Plate Gnp DOL 1ED TC OG4 Ved(LL) T 6 >9Yl E80 W20 22w190 TCOL 250 Lumber TELL1 W BC It. Verc(CT) -002 6 >993 240 BOLL 00 Rep Stress Ina NO WE 023 Hm(CT) TOO 5 Na Na POOL 100 Code IRC2021RP12014 Matmh Weight 251b FT=20%F, O%E LUMBER- BRACING- TOPCHORD 2x4 OF 240OF 2 BE or 2x4 SP 2400F 2 OF or 2 SP OSSMab TOP CHORD Structural wood sheathing directly applies or4 Cac purllns, BOT CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(0a1) except end veNcels. WEBS 2x4 SP No 3DMd)'ExcepP BOTCHORD Rigid ceiling directly applied w l TO cc bmcig 14.4-5. 2x4 SP 1SvF 1 OF w2W SP No 1 or 2x4 SP SSUab REACTIONS. Daze) B-L5 , 5=MaLaolcel Max G2v 8=67$LC 1), Sn2(LC 1) FORCES. do -Max ComplM. Tort- All faces 250 BID) or esr except wlren sh. TOPCHORD 2�664) BOTOHORD ]Sw666, 6-I=w666, 5b=0K£6 WEBS 35=941M. 2-8= dffl NOTES- 1 ) Untralanced floor We bads Ogre been consvlered frthis desgo 2) RdmT f glyder(s) fr Wss f tmss mnre TcU, 3) Recommend 2x6 sbom]backsred a1 , on edge, spaces! 0 do, and Reached to each Loss wth 3-MIT (0131' X W) nal6 StrmrM Or the aOacOed 0 walls a Ducar order ends orm restrained by other crea 4) Harga(s) orother connection device(s) shall be pwldes sutOcent to support concentrated bes(s) I951b timid at 2-SO on top chord. The Moslgroserectlan of such connection devlce(s) caMe responsduld, aothers 5) In the LOAD CASE(S) secular bads applied to Me face of the truss are notes as tmnt (F) or beck (B) ' LOADCASE(S) Standard 1)read! + Floor tm(babnced) Lumber htcrease=1 00 Plate Increase-1 oo E.........OF %1 Undoml Loads Ugh PS7Fx '4 Vert. SJl=zq 14=_130 Codarbates Leads NO 11 n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 kea ndnn.�m.trnmdn�NdTesr.res di Ldodndexnerene.eeP.e.,.,,re., 3—R.Euse Millny 9ueabo—iss-lb m%vmn> u ww rysH .sa dirry'cn amtiwnalwm'aPtrnunl and acsl mass Co p—ia snory lnaomnfim �mi rmm swi ofrumrunpd pone. pamu u�Ow+�' eomm�enaom) yIs]ss1nlludews— Jab vss ,�Tvss Ty" UNIT -13A 28 FOB FLOOR GIRDER Builders Flrslsaxee(Ceuu ,TX), Carman TX- 5006, 1. 1 R,x 4R5603 b0e4rece/.5pry6P0ys 2J62fMRp3Page ID:VuBv YgWHs NHVBM-s 7Fi sB7OHg3NSgPpL0w3ulT GMN DC IJ42JC'Jl h� Seale: 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 2P01190 TOOL 250 Lumber DOL 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 SP Nolix WSPSS(flat) TOP CHORD Structural wood sheathing breath, appllM w6-0-0 oc pudlns, 0ra,t BOTCHORD 2,IDF2400F20E or 2x4SP24CUF2OEor2x4SPDSS(Md) except and veNcels. WEBS zx4 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. (site) 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]z] WEBS 2-123JZW0, 2-119 078, 341�(&0, 4-11=9ScS 68=3TION, 63 35 59=1055N. 4-Y-niN NOTES- 1) Recommend 2xG strom]mcks, on Mge, spaced at 1"0 u,, add fastened each to eabuss vath 3-MIT(0131' X 3') nal6 S rdgbacks to be allacbed to walls al Nell ont, ends or resbalned by olMr means. 2) Matter(s) or Ma connttWn devke(s) shall be pmvlded suNcatd to soppal mncmt2ted tourist 20916 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 c4an of such connection Is devlcrOR Me despansbAlly 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+Flooaw�e (balanced) Lumber increase=1 00 PROM Increase-1 00 OF ead Turn. Ls OR) p........TFx 11 9f van 61z=z01-]=-130 i yS: 11 Cohmenbaled Loads NO) / • i ,': ! l Vert 5=-1140(B)13=2a8(F) l4 1140(B) I5 —1140(B)16=1165(B) /+; :♦ /MARCOS A. HERNANDEZ 1...•. 113878 i... COR F-12513 November 15,2024 ,w4 nv �tonp.�metrman4n��Tesn.re5 nacLnnennnexnereneaceP.—bear, �aro MiTek® mtraog 9ueance rega title �x m%vmn> ne u .sa na,,y'en amtiwnalmm'ePtrnwgl40m ww msN an4aCSIm,a,QCOmpon,iaSaoyanmm,fion �pue rmmve snoM�elaumng component puma �0�+.' eommpopenaomt m 755111I1.cG.s— Jab Tn .� �Tvss Type Dry PIy QANm 8l' )) R8536160< UNIT -13&28 F09 Flom 1 1 Job ReterencGlgO)sOiE<s, IZ ThU Nav 141a So AD 2➢26 Pagel Builders HrslSaace(Cart ,TX), CartaBbn, TX- 5006, 630s 262➢24 MReeii fifiddLL ID Vu&n�Yg,NIk NHy MmX 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ42JC'JI rTa = �5 n 1-3L 1�i�r 3xa= 41 sx311 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 0r 2x4 Sp N.jor w2WWSP SS(0A) BOTCHORD 2x4SP1650F15EN4SPNd SPSS(flag WEBS 2x4 SP No 3gat) REACTIONS. (size) 5=MSI¢nea, 0=T5 Max G. 5=305(LE IT 8=297(LC 1) FORCES. pa, - Max Camp Mlax.Ten -Aff does 250(10) or less except when shown WEBS 3S- 1002�301N NOTES- i)UnhaaneedfloorWeleadshavebeenco ere 10rthmdesgn. 2) Refer 0 glNerts)Tor doors to loss mmecW s 3)Rearroend 2xfi sM Jbad", on age, spaced at 1" 0 or and taste dto each ME S danpa0. to he 30acha to walls 9Ned Under ends a restmina driverb)drivermm r ea 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 E80 W20 2MY190 VEU(CT) ,U T >999 24. 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 VV :R MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 MiTek® 1. UNIT , Fin Ba 1 JSoReleren y IU Vu&I�dtGY9yit15%aSNHysBXOznMi]6ttCM196�mvnJ(I?HxquIVO&810fjoKyJFtlGAPnyIwO1� hTe H1 TIT 0.1 at S =1369 15.311 15.311 15x3 11 3e6 = 5x6 = 4, = tsx 11 3x6 FP= 4x5 = Sd = 31 = 1 2 3 6 5 6 7 8 9 10 11 12 13 ]9II125 26 I® 24 23 22 21 20 19 10 P 16 15 16 4x6= 5x6= 3x10 M18MS FP = 4x5= 5,= dx6= 6 SP= Ix5 = 28fi I. t}it-0 1fi3 18d 1-0 21. 2B-0 2--0 2$0 a. 1.2-60 2-9-0 Plane Ofisets lXYl- 114 EWe &ib1, [18018 Edge1 11901EEduel 12102E Eocle1 R5 &1E &1A1126 0-1A 0-"1 LOFOING (pst) SPACING- 2;" C51. OEFL- In (bc) lkd fl W PLATES GRIP TCLL 40.0 P6te Gnp OOL iC0 TO1181 VISFLL) T, t9 7 4&I MT20 2NUM) TCDL 250 LumCer OOL ton 8C 096 Vat(LT) -066 i9 >4W 240 MiBAHS 169/162 BOLL 00 Rep , cr YES WB 0On Horz(CT) 011 14 Na n/a BCDL 100 Cone, IRC2021RT`I2014 MaVUS We ht 117In FT=20%F,1 %E LUMBER- BRACING- TOPCHORD 2x45P 1650F 15E ora4SP No 1 ma4SP SS(Bag TOP CHORD Structural d sheaNng dretlly applied orbl-0oc redid, GOT CHORD 2x45P 165OF 15E ar 2x4SP Not orWSPSS(Bal)-EwxpP except end veNcels 1,21: 2w1 DF 240OF 2 BE or 2x45P 2400F 20E or 2x4 SP DSS(flag BOTCHORD Rlgd ceiling dreNy applle0 w 100-0oc Macng, Except WEBS 145P No Soon) 2-2-0o, Marng 2022. REACTIONS. (size) 24=655, 1415E M.G. 24=1599(LC 1). 14=1598(LC 1) FORCES. do) -Ma ConpMlax. Ten.-Allfmce525001g.al sseacepHahenshovm_ TOP CHORD 23 2663/03-0=-052&0,4S=-5598N,5T=b231113, 6-7=S231N, 7S=6231N, 8-9-li699N, 911-452N0, 11 12 663/0 BOT CHORD 2324 011529, 22-231/3744, 20 2 QV526$19-20=05086, 18T19, 5 31, 17-16=(5087, i6-P=0/52 15T1619745,14-15141529 WEBS 1214=2159N, 2-24=215910, 12-15=0/1686, 2-231/1686, 1115 16081), 3-23=1608/0, 11-06=0/1159.3-2 ,rVl1619-16=-109VS L22=10TWO 9-1]=01649, 4 20,I)MB, &1 A591N, 520=-591N, &18,-158/537, 549,-058/537 NOTES- 1) Unbalanced floor We ids Bave Ceeu c n4 ere 1ortBls Jesgn. 2) All plates are MRO planes unlessNmearm Indicated. 3) All plates are 3x4 MT20 wNwl iess oelse IM�teO _ 4) The Fabncohnn Tolerance at jolts 21-11% 5) All beard's are assumed to be User Defined rnmaBing cepardy of 565 psi 6) Recommend 2,16 strmybztla, on edge, spied a110-0-0oc and hastened to each thuds who SIGI in 131°X3°)rings . \\ so-oeybacl¢ To be atraclled to walk at their order ends or restrained by inner means n.. COS A. HERNANDEZ .......................... 113878 ?... COR F-12513 November 15,2024 kea fiv nynwmetrnadn��Tesn.res n emm�.nexnerene.eeP.fie.,.,,re., ,mwense MiTek® ny traog gdtl �� 0.',yye„n u ww POO uuaiy'en am tiwnalw .schunl and aesl 8Ynd4m Co p—ia serery lnla,,ann �p rmmve swea,tleumogcomponeni pamu be —title eumpuxw eomm�enaom) , ys]sslnll.,Tk.s— Jab 11, �Tvss Ty"UNIT-13&28 QANFm11 Flom Builders FirslS—(Ca ,TX), CertaBbn, TX- 5086, 13. C" 1PN J IUf 53�� ) R85361606 Job Retere c219pIs0�F's, Ix Thu Nw 141450-E62➢24 Page 1 63N 262➢24MWsB IOVu&nd•TYgNIk%WNNysBXBSMTFIC'/PSBTOHg3N39PgnL6W3uIT1(bGKN5CBaIJ42JC'Jf 1da UH8 ..-1203 1m II 3x6 - 8 29-0 648 2-9-0 PlateOffsets lXYl- 11 Edce 0.15I ITT 0.15 EdceL 1120.1�Edoel R50.150.1A LOAOIRG (psi) SPFCIRG. 21 CSI. OEFL. In (bc) lMefl Ud PLAIES GRIP TOLL 400 P6te Gnp DOL 1 W TC 029 Vat(LL) T 2-13 >9YJ Ma MIT20 2"190 TOOL 250 Larder DOL 1 W BC 042 Ved(CT) .10 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 SpN01w2WSP SS(0A) TOP CHORD Strnudil wood sfleaNing dlreM applied w6-0-0 oc pudlns, BOTCHORD 2x4SP1650Ft5Eor2x4SPN01 w2WSPSS(Ral) except eM veNals. WEBS 2x4 SP No 3g1al) BOTCHORD Rigid ceiling dlreay applied w l OO-0 cc Trading REACnoxS. (.c) 14=0.4$?-0 B Max G. 14=903(LC IT 9=895(LC 1) FORCES. IS) - Max CorpMax. Ten -AII force5250 old or less except widen sbmm_ TOP CHORD 25 132ZU, 3 19520, 4-5= 95210 56=1952N, 6-7=1321N BOTCHORD 1ST4=0B33,12-13 1755 11-02-011952, 10.1 I-0/P5B, 3IG M32 WEBS T-9=t17"2-14=t1T8N,T-10=LV12T, 2-13=01T26, 6-10=64NO3-13 UVD, 6-111448. Y12=0M48 NOTES 1)OnOalwadflmrN 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 10 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 eao a.ne.nerene.eeP. e.,.,,re., 3a�anease. = Mill ny traog a',yye„s .weed 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 eommwnenaom) y1s Tss35]lluRews Jab « UNIT -13828ers N/III Fm12 BuildHeASaace(Carta ,TX), 0 1. T Type PN R8536160] Fl m 4 p j Ca-?dn,TX-5006, 630s 262024 MReKiKdLsOiAS,Ix ThU Nw 141450-E62➢24 Pagel ID Vu&nmTYg,NIk NHys8XBSM7FI sB7OHg3NSgPWL6 3ulT GMN DC ]J4 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 1118 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. Ted -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 1G12=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 n� ted 4) 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")ed6 Strolgbacea W Be 3BacBed to walls at NctioWer ends a matmined by differ means 6) CAUTION, Do not erect buss bachwa ds n.. COS A. HERNANDEZ .......................... 113878 -* - COR F-12513 November 15,2024 ,w4 dv �dnp.�metrman4n��Tesd.res d Ldded.ne.nereneaee9.6e.,.,,m.-3—neuse. 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 -13A 28 QAHFF113 FLOOR GIRDER Bull FlmtSoum.(Car ,TX), Baumann, TX- s006, a1-8 H �; 1PN J IUf 53�� )) R85361608 Job O11M.1 Glmhl ' , Ix Thu Nav 1111 So. 12024 Page 1 630s 262➢24."o2fifiddLL IOVu&nmTYg,NIkXWNHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC' 1�A1 i aJ�B 9 @=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 .12= .0M18ARCEP= 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-0 21 -. Plate Ofiuts(XYJ- (9"3 Edgel,[t00.'1-0O l,[190.3 .Engel,[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 (psi) SPACING- 2-Do C51. OEFL In (tic) Poe8 t/0 PLAMS GRIP TOLL 400 Plate Grip 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 Weigh. 20311, FT-2 F,it%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SSAaG TOP CHORD Structural wmd alcohol directly applied or4 11 m, Wd1ns, BOTCHORD 2x4 OF 240OF 20E or 2W SP 2400F 2 OF a 2x4 SP DSS(dat)'ExcepP except end veNrelS. 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 H) 31=3I40(LC 1) FORCES. (m) - Max Comp Max Teo- All files 250(N) or F s except v.Ten Moral hol TOP CHORD 2S=]4]80. 3d=148710 4 5-113900.0 11398N. 7E=11689M 09=1168910 910=i1222AT 1041=-11222/01112=9514N, 1213=9514M. ffi-15-1185�0, 15-16=]1 Son. 161] 4-402000N, 17-18=YD BOT CHORD 3031=0139W. 2830�/Nl 2728,(/11641, 2627=(X 1222, 2526,(YLI 2, 212s=ar10423, 2124=018435, 21-2395]2], 21T21==8B WEBS 1620=2951KE231=538mo 18-21=0I2582234906,1621=2303N, 43 -tTD910, 1623=)0014, 4-28-(Wl 13-23 172610, 7-28- MI AL 11za=0/ias9, 8-2T�49AE it 24=1317ro, 9-27=0/1123,11-25=w1483 9-26-CCAE 1IT25-58640 I'll 1)ubalanced Ooor Ne sbavebeenco eredmrmisdesgn. 2) All plates are MT20 pMtg unless oB Er mdvdmd_ 3) All plates are 6,8 MUD ml oNrcns ee isolated 4) The Fabrication Tolerance al just 29-11% SE OF TF \ll m] 5) Recommend 2xG atobacks, on edge, spared al 1"0ut, and fastened to each Ross who 3-10d(0131' X W) Laos p. : 1 4 Strolgbacl3 to be attached 0 walls al Boar outer ends or mat2med by other mealM i yS: 11 6)Haul or other connection devke(s) shall bded e provisuMcem to support bangs) 27241In down at Obi 2 on top �jMl1 AI •'; chord The deslgnaeredson or sucheannecllon devlclis the responslMldy clothes j r //\a w ])Inthe LOADCASE(S)secbon,basapplledto Me Ma otticetrussarenotesasfront(F)orWa(B) /••••t........................... /MARCOS A. HERNANDEZ LGADCASERB Sbndard /••••:...................... •• /1 1)Dead + Four rom, Nabse=tPse=l nced)-Lumber louna00, late nareauo Undoml Loads (PIf) 113878 Von 2031---20.1-19=130 Conceno-abd Loads gthl ved 4=-2644(F) ll SS/ONAI COR F-12513 November 15,2024 AwA a v �lpnp.�metrmamm��Te=n. Ms n LnnenMnexnereneaeeP.6e.,.,,m., 3—pense MiTek® wash aueance rega title �x aww u msH a,. ouaiy'cn amtiwnalwm'.Ptrnwgl anJaCSl B,, mOComponeNSumyIno,oaon m�m¢tlefimm Ye SnoM�elauMng component Aamu �0�+.' eommcenenaom) ymC51nI1.uc.a— Jab FT1 �19—TYpe DNIT-13828 QAU Fm14 Flom Builders Flmisaxee(Ceo ,Tx), Ca-Skon, TX- 5006, .1-8 HTS 12 I.3 II 3xfi = 3 S 5 6 25 20 Z1 22Z1 22 2 3vb = 15x3 15X1 g 3x6 FP= 3x6 = 1PN J IUf 53�� ) R85361609 Job l.ff c219pls�ifs, Ix Thu.- 1111.012➢26Page1 630s 262➢24 MRei fidL ID Vu&nmTYg,NI NHysBXDsnR7FIC'ASB7OHg3NSgPWL6 3ulT GMDa7J4 JC']I 1 � L 5 t3fi5 I SO 11 15x3 .a 3xfi ar= 1.3 �� L6= ] 0 at. 11 12 a 14 19 18 17 16 3xfi = 3xfi = 2-40 ]L-12 4&1 113-12 1&11-0 21. 28p <-3-12 17. 2-1. fi7d 290 Plate ORsets(XY1 T"Edocl MIT"Eduad MITITEUceI R80.1A E60e1. 2]0.1d 0.1E1. 1280-18.01", LOADING (psi) SPFEd G- 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 E00 MT20 24,Vl% TCOL 250 Lum er OOL 1 W BC 051 VeA(CT) -010 i6-P >993 240 BELL 00 Rep Sdr Ina YES WE 040 H0a(CT) 003 15 Na Na DCOL 100 CCOe IRC BTDI.J1 Ma1rIrS WegM: 11910 Fi=20%E it%E LUMBER- BRACIBG- TOPCHORD 2x4SP1650F15E 0r 2x4 SP Nojor WSP SS(0A) TOP CHORD Structural wood sheaNing directly applied a 6 oc putllns, BOT CHORD 2x4 SP 1650F 15E o=SP No a 2W SP SS(Rag except am morals. WEBS 2x4 SP No3(flat) BOTCHORD Rigid ceiling directly applied a 1"Tcc Trading, Except. "tD oc MaOng. 2,T 2.19-20. REA MOOS. (sic) 26=05 V5 -8, 20=0-5a Max G. 26=635(IC 3T 15=818(LC H) 20=1811(LC 1) FORCES. (In)- Max Comp Mlax. Ted - All force, 250 old or less except wlren sham_ TOP CHORD 21421/03-0 98110T 5--58RM2,5 S1 60 T=DI OST74-8G]10 810=1627A) 1011=-162710, 11-12=162710, 12-13=-1181fiO BOT CHORD 2526=01583,24-25-0588212F[VW, 22-23-MM. 21T2= 3205, 1320=ov&16, 1G19-M355,17-18=011627. 161]=N154015-16=0756 WEBS 2-26=82w, 5-20=-103M.2 2S01353.622=g636, T2 —67 N. 1115=1067N. ]-20=128M 13-16=01630, 7-19,DA 32, 12-16- 535N, 8-19 79L0 818-0/553, 10.18 2T]N NOTES- 1)OnhalmadBoorWeIBadshamheenc Mere 1atM des n 2) AS phtes are 3x4 MT20 unless ONelmse Imkated. 3) Recommend 2S6 slmnghacks, on Edge, spaced at 1080 oc add taste tlt0 each imss wed 3-10d(0131°X3-)nal6 -SlmlgharM t0 ce ae"am" toa wrs al Unor Edger ends, a restrainedvm by Error ealN 4) CAUTION, Do act credit truss backwards. .I n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jab Tn « �19— axeeTYpe UNIT-13828 QAN Fm15 Flom Builders HUAS(Ca ,TX), CertaNbn, TX- 5006, I 1PN J IUf 53�� )) R85361610 Job ReferencGlgg)s0i�, Ix Thu 11-141450.462➢24 Page 1 630s 26ID24MReeiifisB IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ42JCW 1 1S8 p1H8 3®@=t201 i sx3 II 1 sX1 II a s 1m II art = 8 oil ON 3.= 3L= YSo 418 1128 24a 688 2-9L 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 1 00 TC O P Val(LL) _ _ 2-13 >9YJ 40o MT20 2MY190 TOOL 250 WmMr OOL 1DO BC 041 Vea(CT) -009 t2-13 >993 240 BOLL 00 Rep Sde Ina YES W8 0% HoD(CT) 002 9 Na No BCDL 100 Code IR=17P12014 MalrvS Wegat 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$rule Max G. 14=897(LC IT 9=889(LC 1) FORCES. (It,) -Max Comp Mlax. Ten - /ill forces 250 Sid or less except when saovm_ TOP CHORD 2�1310A, 3-0=192710, 4 5=1927N, 56-1 R271T &7=1309A BOTCHORD 1S14=0B9,12-13 1738, 1112-0fl92T, 1041-0fl738, 3IG GI26 WEBS 79 Ii65A, 214 1169N,7-10E,W19, 2-13-Wl8.&10=6371D, 3-13 710, 6-111M34 512=0(3 NOIEb 1) Unbalanced Odor the bads nave been considered lmtals desgn. 2) AS pG&s are 3x4 M120 wless odbenvlse INcartal 3) Recommend 2x6 sbongtaca, on edge, spiced a11" 0 oe and fastened to each boss wan 3-tOtl (0131' X W) naes StrolgbarMWt,e attached M walls al Hoar othere wrest2lned by NaermeadN 4) CAUTION, Do not V t creed backwards. YR . VV MARCOS A. HERNANDEZ ................................ 113878 COR F-12513 November 15,2024 Mill on. Jab « 1-1— TYpe UNIT -13820 6 I`Flom BuIWers FrslS—(Cal.TX), CarraNbn, TX - sons, 0.11A t 3x4 II 1PN J IUf 53�� )) R85361611 Job RelemncGlgh)sOiAs, Ix Thu Nw 141450.462➢24 Page 1 630s 262➢24MReeiifisB IOVu&n�GYgWHs%WNNysBXBsnRTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ42JC'Jf 1-}0 2 3x4 = 3 3xa 3®n =1Y03 3z5= bb= 2-1O ' LOADING (psi) SPACING- 2" CSI. OEFL. In Una "d PLATES GRIP TELL 400 P61e Go, DOL 100 TC 003 Ve0(LL) 000 :tl 5 "^ E80 W20 2MV190 TOOL 250 Lumber OOL 1PC BC 003 V=CT) -0m 4S >993 240 BCLL 00 Rep Sdo Ina YES WE 0IXi roa(CT) TOP 4 do Na BCOL 100 CoOe IRC2021RP12014 Matrix-P Weght 201b FT=20%F, lI%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or a4 SpNo1w2WSP SS(0A) TOP CHORD Shucludil wood sheathing directly applied m2A-0 oc pride, BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 awsp SS(0a1) except end vernal WEBS a4 SP No 3gat) BOTCHORD Rigid ceiling 0lreay applied or l PC cc ancig REACTIONS. (.c) 5-T5$ 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 ende or resfmina by other meads VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 Mill Jab vss Typ PIy IC" R85361612 UNIT -13828 F1] �Tvss FLOOR GIRDER 1 1 Boilers Beet—(Caua ,TX), Carroll TX- 5006, 6(1 j Job Reference/p.�11s0iAS,Ix ThinNw 141450.462➢26 Pa9e1 630s 262024 MR ID Vu&nmTYgNIk NHysBM-s 7FI .B7OHg3NS,P,L6 3ulT GMD.7J4 JC'xl tom% 1�S fl� Srale: L4'=1' 3x6 II 2xe - 2. II 3x8 II 2x6 II 'A 3xfi It t 'd 2 3 4 14 s 15 6 16 T tt to v �I 6a=2.11 2x10— We- LOFOIRG (pst) SPFCIRG- 2-0U CSI. OEFL. In (bc] Vdefl told COR F-12513 November 15,2024 ,.dolt.v ndnp.mmetrman6B�NnTesn. res n Lnnen.nexnerene.¢eP.6e.,.,,m.,-3—R.EUsE, MiTek® 9ueance rega title �e a',yye„x n ww msH taa ouaiy'cn amtiwnalwm'.Ptrn.0n1 aneacslm,ass Comp iasnolyinfo.ma6on m�m¢tlefimmMs6oM.elauMoig component pamu �Ore+.' eomm�enaom) .,aewI'a.rG.s— PLAIEB 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 MatrvS Weight: 831b Fi=20%F, it%E LUMBER- BRACIRG- TOPCHORD 2,4SP1650F15E or 2x4 SP No1w2WSP SS(BA) TOP CHORE) Shactmal wood sfleaNing dlreclly appllM m6-0-0 oc p pins, BOTCHORD 2x4 SP 1650F 15E o=SP No 1 w 2W SP SS(ft l) 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=goodamral Max G. 12--3229BG B) 8=2774(LC 1) FORCES. (Ib) - Max CompWax .Ted -AllRace, 250 Do) or less except wire' dhawL TOPCHORD 1-12---(K3N,2-�823N, 3d=4823N, 45-15014E wf VlfA/0 BOTCHORD 11-12=02881, 10-0 1rM623, 91 Mw[823 w9=02931 WEBS 621=396Z0, 2-12-3894r9, 6t),Da 522-11-W2703, 5-9=101 M. 3-11-1522/q NOTES- 1)UnbalancedfloorN badshatebeenconsvleredbrthisde n 2)Ropm,lyd mBlorhusstotrssmnmcsans. 3) Recommend 2x6 shonspo s, on edge, spared a11" 0 do, and reached to each Ross wth 3-MIT (0131' X W) does ShmgharM to be aiflached 0 walls a Star not, ends orrestrained by other meal s 4) Har egs) orco other nnects' ""now(s) shall be p:ovlJed�t scent to suppod ca sedated loeddown (s)1225 In n at G9-0, 1178 1,down at 2-To 1189In dawn at 4-9T. and 1216Ib down at 6 9T, add 255In coni at 744 on top cMN_ The desgnk /sechon or wl sfl command devrce(s) Is the responsldllly or others ; 5) In me LOAD CA E(S) section, loads applied to me race of the truss are noted as from (F) or hark RD LOAD CASE(S) Standard (E OF TF \�1 1) Dead. Fbor trve(balanced).-ILmber Increase=100, PM@hrcfease=l 00 �.`P......A.......�t 1 Unaoflm IdeVert i Gj. • J` �t 11 812 Concentrated Lords go) Vent :3=-1136(F)l31160(F)14=i]36(F)15=1135(F)16=-183m) / ............................... /MARCOS A. HERNANDEZ% .... t.......................... 1. 1.. 113878 :— Jab Tn « �Tvss Type Dry PIy QANm Bl' R85361613 UNIT-13820 F18 Flom 1 1 Job ReterencGlq ) Builders Hrs Saace(Cart ,TX), Cartatlbn, TX-5006, 630s 262➢24 MRei fidLsO�F's Ix ThU Nw 141450.4]2➢26 Pagel ID Vu&n�YgWHs NHpOMmM]FTCWsB]OHg3NSgPWL6 3ulT GMN DC IJ42JC']I 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 1orthmdesgn. 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 r0a(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 . liV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 MiTek® Jab « UNIT -13828 N/III FmF01 Builders HUASaace(Carta ,TX), T Type BUT PN R85361614 FreeR 1 1 CartoBoq TX-5006, a. ,l j 630s 26024 MReKiKdI15,n Ix Thin Nav 1414W 472024 Pagel ID Vu&n�YgWHs NHysBM-s 7FI W.B7OHg3NS,P,L0w3ulT GMD.IJ42JC'JI 2-1 1 9 abm z+f° III 2r4 II 3x4_ -4 a9< as< Eli LOFOING (pst) SPACING- 2-DO CSI. OEFL. In pec) Well LA PLATES GRIP TCLL 400 P6te Gnp DOL 1c0 TC o13 Vert(LL) 000 5 "^ 480 MT20 24,V190 TCDL 250 Lumcer DEAL 1 W BC 013 VEMCT) oW 45 >959 240 BCLL o o Rep Strgs mO YES wB 007 Harz(CT) 000 4 Na nh SCDL 100 Code IRC2021/rP12014 Ma1rtcA5 Waiting 31 In FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2x4SP Not w2w15P 55 TOPCHORD 2U-0 ESE, p ric, 13, acept are veNcels. BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 cr W SP SS BOT CHORD Mind ceiling directly applied. WEBS 2x4 SP No.3'Excepl' 15 2x6 SP 240BF 2 BE or 2xG SP DSS or 2x6 SP M 31 REACTIONS. (size) 4=Mecrancol, 5-058 Max G. 4- 330BO 1L 5=330(LC 1) FORCES. Pia, - Max Comp Wax.Ten -Aff ones 250(to) or lies except when storm_ NOTES- 1) Rater to glNer(s) ME Bass to toss connecterns 2) Ths toss 6EY u requnes Met a minimum N 2/1b" sNstucal wood sheaNing he applied directly In Me top choN and Ice gypsum shcetrock he applied QrecR/ to Me Ntlom chord 3) Graphical poor n repr esentation does act deporthar N e we e orientation otthe pufn along the top and/or Indian m chain 4) Recommend 2x5 strom]Lrecks, on edge, spent a110-0-0 oc mM fastened to each buss wM 3-1 W (0131' X W) reels. ShDlghacksW he aOacRV M walls at Mar Enter ends or restrained by offer means pSE F. T'p" t'I yt...... Zip GV ':AI MARCOS A. HER ....;...................... 113878 1� �.nFS��CENSE�.G;a44 COR F-12513 November 15,2024 MiTek® Jab Tn .� �Tvss TYpe UNIT -13&28 QANFFFF02 FLODR Builders FierSaxee(Car ,Tx), Ca-ftn,TX- so06, -0-5 411-2 2 7 5 1113 1PN J IUf Ss�� ) R85361615 Job Reterenc219pls�ifs, Ix Thu Nw 141450-E82024 Page 1 630s 26ID24MRwi IDVUBm�GYgWHs%WNNysBXDSMTFIC'NSBTOHg3Na 1.1 6W3uIT1(bGKNSCDdIJ42JC']f R213 11 ' 2-113 2-T-5 ' m,a.-1.1.3 h4 3x4= h4 � 3 4 8 fi 6 h10 - L6 = 411-z 41vd • 111-z i11-z LOADING (pst) SPACING- 2-do C51. OEFL. In (bc) WcH t]d PEAIES GRIP TCLL 400 P6te Gnp DOL 1 C0 TC .1T VoMLL) C 01 ] >999 480 MT20 244/190 TCDL 250 Lumcer DOL 1 W SC 015 Ved(CT) -002 6-0 >999 240 BCLL oo Rep smrsIm, YES VAR o25 Ha](CT) 001 6 nor ra BCDL 100 Code IRC2021fTPU014 Mor[t-AS Weight 57 In FT-2 LUMBER- BRACING - TOP CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 w 2w15P 55 TOP CHORD 2U-0oc pudlns (6 max .) 1-5, empt end wrtrals_ BOTCHORD 2z45P 1650F 1.5E or 2x4 SP No1 m WSPSS BOT CHORD Mind ceiling directly applied. WEBS 2x45P No.3 REACnoxS. (s ) 8=MeclNn-E 6-YAecnam"d Mai Grov 8=71](LC B) 6=717(LC 1) FORCES. da-Mai Cmr,Mmc Teo - All fro 5250 SIS or ess except Men AoAm TOP CHORD 2�752N, 3-0=752N BOTCHORD 7Sred9, 6-7-0669 WEBS 2d=75610, 2-7=0/ 2, 3-T=276M, 17=02 2, 4 6= 56N NOTES- 1) Refer m docents) Tor wss W mass connections 2) The, truss desgn regions tool a minimum a 7116- structu ral wood s0ea10ng ne applied directly to Me top clwd and 12-gypsum streetrock tre applied do" to We Mtlom chord 3) Gaptrkal pudln represeMatlon does trot depict Me stze or Me orientation of Me pmlln along Me top andlor Wtlom chord 4) Recommend 2x6 strmgbacks, on edge, spaceU a110D-0 oc and fastened to each mass win 3-iotl (0131' X 3') road Srm cleo3 W Inc attached to walls al tbctt roger men, or restamed by enter memr5 VV :R ...... MARCOS A. HERNANDEZ .......................... 113878 .-*- COR F-12513 November 15,2024 MiTek® Jab FF03 �N d T a 1 PIy N/m 8l' q R85361616 DNIT-13828 FF03 ROuf SPeoal Grttler 1 L Job Rereren ,I Ij Builders FirslSaxce (Carta ,TX), CartoObq TX-5006, 630s 26ID24 MReKiKdLsOiAS Ix Th. Bm 1414W 482024 Pap ID Vu&nmTYgNIk NHysBM-nR7FIC B7OHg3NS9P,'L 3ulT GMD.7J42JC'al 2'a 411-2 1-21a 9-tOd 5®1e=1.183 zx> 4z5 = 2x4 *s 44= III 3 1II aa= 6 a1h - a as. = 4 11 L10d 111-z L11I Loaowc X. SPacwc- 2. Can DEFL. n (cm) Wen W PIAIES GRIP TCLL X. P6te Gnp DOT 1"t TO 044 ven(LL) T02 T >999 480 MT2o 2441190 TCDL 2s0 Lumber DOT tip BC o24 VCmCT) T T >9YJ 240 DCLL 00' Rep Strgs mO NO WB DBy UCF4CT) 002 6 Na n2 DCDL 100 Come IRC20217P12W4 Mardi Wini D.oi 2 >999 240 Wm ht 14211, FT-2 LUMBER- BRACING- TOPCHORD 2x6 SP 2400F 20E or2x55P DSS or 2x6 SP M 31 TOPCHORD 2TH) potllre(6Do min.) 1-5, except ell Wra.ls_ HOLD OT CHORD 2x6 SP 2400F20E or 2n6SPDSSm2x6SPM31 BOTCHORD Right ceiling drec0y applied. WEBS 2x4 SP No.3 REACnoxS. (size) B=MeclNnrcaL 6-YAecnan✓al Max Mr. 8,4B LC 9) Max G2v 8=4972RC IL 6=49]2(LC 1) FORCES. Bad -Max comp Mlax.Tert-AIIPorce5250 (In)orless except wlren snmm_ TOP CHORD M 1148 ), 23�291M.3d=5291N, 543 -014&➢ BOTCHORD 7S0142456-7=014245 WEBS 28 5529N, 2-]=(IU M4, 37=-2068/0, L7=011444, 4b=-552910 NOTES- 1) 2Tty Voss to be Connected together Lull 100 (0131 NY) nails as follows_ Tap chords Connecte0 as follours_ ad-1 mayat 0s 9C rr. 2x6 - 2 ruestaggered at 0-90 m, Bottom mince Boince Connected 6 as Taipei - 2 mxs staggered at 0-9-0oc. Webs conntt@d as rollovs: 2x4-1 roe at ORC oc. 2) Ar bads are Consdered equally applied to all pines, except if toted as Brad (F) or bacic (B) race In the LOAD CASE(S) scctoa PIN to PM Connections have Been I15mpb Fit distribute dpasonly 91i need () sL, 1 mnem indicated 3) Will: ASCE y t6 VU FRS pn ec add g p VasdSt ) tr TCDL s opined an Gov t n son, B d vertical L=4oR; eadd Mil Cat. BExp C,Etxi member add homes 1MCCC r(3) - n01m left and hurt exposed, dI60 left add lgM pasegCLfi members Wpri BMWFRSfir aclla n Lumber DOL 160 plate pOOL i60 5)P tns; has t 0 - geto pm t sf London, _�� \\ s)m vussre been besyms to 10op tWhomclwNl land m t lift yWne r leads . — OF T `\I 6). This Vues has bren Jams bed for o We tell of 20 opsf on Me bottom meal in an areas times a tx4ngle 3TrD Or by 2-Da wde � pS,,......,Fx 11 .1 Taheteeen me Whom mots am am Mere.members. ])Refer to gbder(s) for mass to Wss wntrecaaus / E)L.dmse(s)1,2,3,45,6,],8,9,iD,N,12,13,14,15,16,P,18,19,20,21,22haLnavebeennkblfied. BufidNgdesgner must maim loans to verny Mai they am Correct fin Me intended use oTn85 mass. j.*...........................� 9)Thbmass design requnestata minimum o12fl6"sN umi oWshe NtM applidd0emytoMetopoCxd and L2^gypsum fMARCOS A. HERNANDEZ., streebock be applied dir" mine Wnom Chem f. ...........................•••.. 10)Graphical tough rePresentatcn does nut Select Me vze or Me otkMatDn orate pulln along Me top aWlOr Conch mDN. /11 ., 113878 LOAO CASEIS) Standard Ill �f </CENSE ';*,,% l 1) Dead +Roof Up (Writer) Lumber lncrease=I 00, Plate bQeas,t DO 1\ Unnorm Loads g,lq \\\\iiSS/ONAI�:o Vert iS--1020, 6A=20 2)Dead + 0 75 Rood lrve(GaancedJ Lumber mcrease=100, Plan, lxrease=l Do COR F-12513 November 15,2024 onmian rth tan=+ �91 ii—som ,it REs) NOTESONTIll INCIREED Muss REFERENCE RACE NVLRU ml. 1�38EEFCIRE lee. . mooneM a veom�eNa Mimeo ry m N N M ate ass a serery mo.mafim ar acacM m0onen 9rvAaa M.+..PxMu9) �( 1H Jab ITn« Type dry IPIy R85361616 UNIT -13828 FF03 �Tmss RaNSpeoal Grttler 1 q L Job Reference[p�1p Ij Builders Hrs Saace(Carta N/m ,TX), CanoMon, TX-5006, KI 630s 26IDM'..l iKdI1lV,Ix Tbu Nw MM50.482➢.7,2 U)VUBmdrGY9WHs NHysBM-S 7 I .B7OHg3NSgP,L6 3ulT GMD.IJ42JCW LOAD CAM(5) Standard Laced Loads (pIH Ved: 1ti 918, 6A=-20 3) dead+OnMabda0k MIC WMON SW.ge Lumider Increase=125 P6R Increase=125 Lane. Loads (plry Ved: 15=63 X-40 4) Dead +06 CL N nd (Pas Imxnaq Case 1: Lumber Incraase l 60, P6(e RCM,Rse=160 Lenten Loads (plo Ved: 15 31, 6A=-12 Horz tare, 56=43 5) Dead +06 C-0 "find (Pas_ Internal) Case 2 Lumber Increas,l 60, P ate ImMase=160 Untrortn Loads (plf) Vert 15 31,6-8-12 H. 1d= 5fY28 6) Dead +06 CL "find (Neg IMemag Case 1_ Wmber Increase=160, Plate Iacfeas,l 60 Lenten Loads (pIH Ved: 1b 6722 68=20 Haz 1$ 5�1 2) Uead+o 6 C-0 "find (Neg Weed) Case z Lumcerincrease=160, Plate Inc ease=1W UneOnn Leads(plf) Vert 15 2� 68=20 Horn 1a3156=40 8) Dead +06 MWFRS Wnd (Pos_ Internal) LefL Lumber Incease=l 60, Mee Increase=160 Laced LuMs(pIH Ved 15=-450, 6A=-12 H. 1a11, 56 l 9) Dead +06 MWFRS Wind (Pos_ Internal) Rgbt Fun v Increase-1 W. Plate Increase=160 Untbrtn Leads (p10 Vert 15 50, E8=-12 Harz 1�2156=12 l0)Oead+06MWFRSWbq(Neg.Intemal)Left Lumber Increase,lW,Plate Inc se=160 umtorm Loads (pll) Vert 1-5-d .68=20 Horz 1A=S Wind 11) dead+06 MWFRS Wlnd (4 Ildemal) Rgbt Lumber, hrcrease=160, Plate IFoeaEcl 60 Undo. Loads (PIS VM. 15=W20, Vd Horz 1-8-8, 5£=29 12) Oeed+06 MWFRS Wn'd (Pas. I lered) ist Paailel LumbeT Increase=160, PMte Incnease,l W umtorm Loads U H) Vert i5=-0. ,68=12 = Horz 1A54- 13)O clF 06 MWFRS Wind(Pm I Aernad 21M Pmalhd Lumber Increase=160, Plate Immas,,l 60 Undo. Loads (pl, VM. 15=-4", 6d=12 Horz 1-8=26, Ni 14) Deed +06 MWFRS Wind (Neg. Internal) 1st Pa211el Lumber Increase=l W, Plate Increase=160 Undo. Loads UK) Vert 15= 1, 68=20 Horz "-14, 5414 15) dead+06 MWFRS Wind (Neg. lmemal) 2nd Parallel Lumber Increase=l W . Pate Increase=160 Undo. Loads (pl, VM. 15=W41, 6d8 2 Horz 1-8=14,N 14 16) Uead_ Lumber I.09o, Mee Ircrease=o 90 PR neap W Undo. Loads ((AN Ved: 15= 61368=20 17) Uead+O 75 RwtLw jWl)+0 75(06 MWMS WnM (Neg. mp Len)- Lumcer Increase=160. Plate muease=160 UMorm Loads (IYI) Vert: 15=-942,6d=211 HOC, 1A=225a6 18) Uead 1075 Rw(Lw dal) +0 ]5(06 MWFRS Wind (Neg Ind Rgbt): Lumner Incense=160, Plate Increase-1 W Unrtorm Loads (pIH Vert 1-`.r W4,6�20 Horz 1A�, 5E=-22 19) Uead+O T5 Rw(Lw (Wl)+0 ]5(06 MWFRS WiW (Neg. Int) tst Parallel) LumlaeT Increase-16(FPlate IncreasC,1 W UMmm Loads (IYI) Vert: 15=-939.6d8 2 HOC, 1A=1, Nin 20)Uead+075Rm(LwUsel)+075(06 MWFRS Wind(Neg Ind 2M Pambel) Furreser Increase-1 W. Plate lnrrzase=160 Unrtomr Loads (pIH Vert 1-5=-939, 6�20 Horz 1A=11,5a-11 21)O cl+06C Wind Men Umm_ Lumber Increase,l GO, Pate Increase=lW Jabvss �Tvss Type UNIT-13&28 FF03 N.. Sal a'., BuMW FrslS—(Csuu ,Tx)peo , cxrto6bn, Tx- m LOFO C11M(S) S lord Undmm Lo dtl (p0) VM i 5-- , 6E 12 Ho¢1A=1QS -16 U 22)dt 06CC WIW Mai. Up WLumOTInvease=160, Plate Inuev lW Unamm LWUS (pm Vv 1�511, 6b-12 Harz 1A-W E=16 1 L 51616 P3s .lpV, E06Re3 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« UNIT -13828 QAN FmF04 Builders Frsl3aace(Cau ,TX), 1 4 = T Type OA' PN R8536161] FLOUR 1 1 cG1q ) CartoCbq TX-5006, 630s 26024 MRei fidLsO�F's,Ix ThU Nw 141450-E82➢24 Pagel IOVu&nmTYg.NI NHysBXBsnR]FI WsB7OHg3NSgPWL6 3ulT GMN DC ]J4 JC' Mo. b104 z.411 2x411 AT 11 2,t s®ld=1.1]3 1013 4xfi 4 F07 5 fi 12 11 10 9 8 ] 2xs II �- 2.fi II ass zx4 II zx4 11 Mo. b104 - 19 fF.9dr43-N I11. r4.9111 LOADING (psi) SPACING- 2-0U C51. GEFL. In goa I= Oil PLATES GRIP TCLL 40a Plate Grip DOL 1 W TO 051 VMdLL) Na - Na 999 W20 2MV190 TCDL 250 LumMr DOL 1 do BC 013 VM CT) "s - Na 999 BOLL 00 Rep SMZs Ina NO WE 079 HoodCT) 000 9 Na Na BCDL 100 Code IR=VTP12014 Matrix-P Weight 531b FT-2 LUMBER- BRACING - TOP CHORD 2x4 SP 1650F 15E ora4 SP No 1 w2W SP SS TOP CHORD 2L-0Cc Whirs (53-11 max.) iFse , except end dkaK_ BOTCHORD 2,ISP1650Ft5EMat SP Not w2WSPSS BOTCHORD Rgld ceiling directly applied or 6-0-0oc Mating. WEBS ad Sp No3 OTHERS 20 Sp NO 3 REACTIONS. All Neadngs 8-104 (11A-Max Uplift All M,IM 100 m or less 0 MD) ]except 12=1EOTO 6), 11=1305(LC7), 10=1538(LC 6). 9= 544(LC ]) M.G. ABraxilorc.2501oorlessatfolM(s)7,8e pt12--1581(LC5),11=1552(LC4�ll 1762(LC5), 9=1805(LC 4) FORCES. (Io) -MaK CoU,A,ho. Ten .-All onaa 250 IS) or kss except 041en stmwo TOPCHORD 112 I48]R4171-2=-110:M1082. 2-3-tiW581, 3-0=1411A413, 4 1W53 HOT CHORD 11-02=SSN556, 1011=-581590, 9-10---612 1,8-?-a13B13 = WEBS 2-118NQ 110=P2W157], L9= 7] 0,1-11-184W1863, bR= G2212 NOTES- 1)UnbalancedBoorWebadshakeCoenco ered1mtNsdes n. 2) Gable necoms continuous CODom chord bearing. 3) Proade mechanical annedion (by oNas) of Mass to treaMg plate capable MwtbstaMing 1001n uphill atpings) ] except 01=11B) 1Y-14o311-TS'e 18=1538. 9=1544_ 4) Ths s boss R been designed for a total dog bad of 300 pR Lumber WL=C 33) Plate gdp DOL=(t33) Connect loss In resod deg lands abng WHOM chord from 0-0-0 to 8-10-0Tar 300 0 pR 5) GoW1cal pu he opresentallon does not depltl the sae or Me orientation of ale pm11n abng ale top andlm Wtlom char. 6) Recommend 2x5 sbmgbacks, on edge, spared a11" 0 oc and fastened to each trussw th 3-MIT (0131-X 3') call m. SOgcM bato be attached 0 walls al Men dater ends w restored by other means :♦ MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ®��en�n �ro�aie w-Hse. , n ala.,Mie p ev om° rim m� 1 ai aei5I'a,MneKd=� Jab IFF 5 �Tvss TYpe DNIT-13828 N/III FmFOS FLODR Bailers HUASaxee(Cenn ,TX), CarroBon, TX- s086, 2-15 245 pry P R85361618 6 1 Job Retere /p�llp ). Inc Thu.- 111,1. M 2024 Pagel 630s 262➢24 MR ID VuBmd ygmHs NHysBM-S 7 M .B]OHg3NSgP,L6 3ulT GMW D.]J4 JCW 15-2 6 n 8-104 2813 2L-13 2-iL zx411 .4= zxb ll 1 2 `\7j 3 r B Tito = 3x4= 24 �1e=1.173 4 5 bh-z slab LOADING (pst) SPACING- 2-DO C51. OEFL. In poc) wa LAI PEATES GRIP TCLL 400 P6te Gap DOL 1C0 TC .12 VEMLL) -001 ] >999 480 MT20 244fl90 TCDL 250 Lumber DEL 1W 8C o14 Veut(CT) CW 78 >959 240 BCLL oo Rep strgs mcr YES wB 020 Ha](CT) 001 6 Na on BCDL 1no Code IRC202WPIM14 Mani Weight 53In FT-2 LUMBER- BRACING - TOP CHORD 2x4 SP 1650F 15E ora4 SP No 1 w 2w15P 55 TOP CHORD 2U-0oc pudlns (6DO max .) 1-5, empt Endwrdca5_ BOTCHORD 2z4SP1650F15Eora4SP Not orw SPSS BOT CHORD Mind ceiling directly applied. REAcnox9. (s ) 8-M ftanraL 6-YAecnamcal Mai G. 8=642(LC i),6 SLC 1) FORCES. put - Mai Cme,Max. Ter, - All forces 250 NIS or less except xTen shown TOP CHORD 2�604/0, B4 B" N BOTCHORD 7S(V0.5B 6-7=01458 WEBS 2d 672N."-67M NOTES- 1) Refer m gi den(s)Tor Muss m Buss connections The, truss oer,n ngmres Mat a minimum m]]i6-smxtu2l wood sheathing be applied medly to Me top clrN and 12-gypsum sheetrock he applied dn" to the be8om chord 3) Gaphital podia representationdoes� tdepi0tbestzeor MeomnmtmofinepWinabng Mempandlor betumchord. 4) Recommend2x6s Mbacks,onedge, spicedat16D-0ocandmstenedtoeach MusswM3-t0dM13f'X3')nai6. Ster,petl3 m Inc attached m walls al Men Elver men, or restmmed by other meat¢ ' 0 ySPtETF4s1 .' ..:......... A. ......HER.......: EZ MARCOS .... ............................ 113878 COR F-12513 November 15,2024 MiTek® Jab Type PIy R85361619 DNIT-13828 FF06 FFO6 �Tmff RaNSpeoal Grttler 1 1 q Boilers FietSaace(Carta N/m ,TX), Canoatn, TX-5006, L Job Reference//pp� Ijj Bl' 630s 262➢A..1 RM�s=, Ix Lt..- 1414W 492024 Pagel ID:VuBm YgWHs NHVBMmS 7 I sBTOHg3N5gPWL6 3ulT GMN Da7J4 JCn 2-15 412 fid15 4164 2-45 2A13 2LL13 2{-5 5®n =1Y82 'z�a �11 3-= 2x411 3w= s 4x5 - ] 6 .1. = axs = 3z 61b4 4S2 412 LOFOING (psi) SPRCING- 2-DO CSI. OEFL. n (cm) Well W P- S GRIP TCLL 10D.0 P6te Gip DOL 100 TC 012 VM(LL) -001 ] >999 480 MT20 2441190 TCDL 250 Lumber DOLL 1 W BC 018 Ved(CT) oM ] >99E) 240 BCLL 00' Rep Strgs Mcr NO WB 059 Hmz(CT) 0➢1 6 Na derBCDL 100 Code IRC202VTPIM14 Mmmi Wind LL) Go 2 >999 240 Weight 13D 11, FT-2 LUMBER- BRACING- TOPCHORD 2x6 SP 240OF 2 OE or 2x5 SP DSS or 2x6 SP M 31 TOPCHORD 2U-0 ocp m m,I gFDO men.) 1-5, exceptml Wrucals_ BOTCHORD 2x6 SP 240OF 2 BE or 2n6 SP D5S or 2x6 SP M 31 BOTCHORD Rigid ceiling dlrecify applied. WEBS 2x45PNo.3 REAC IRONS. (size) B=MeclNnrcaL 6=4imcbanral Max Dr. 8=rB LC 9) Max G. 8=4453(LC IL 6=4453(LC 1) FORCES. Big - Max Comp Mlax. Ten -A11Forces 250 Big or less except an snmm_ TOP CHORD 1S 9581D, 2C-1221N, 3d4221N, 5 95M BOTCHORD 2S0'31D96-7-G0003 WEBS 2b 160.2-7=(Y1 NO, 31=-175011 o-7111188. 4b=-0816m NOTES 1) 2,ty MRS to be conmxted ted 10d together NY) nails as follows: Tap chords Connected as follours_ ad-1 mx at O9-0oc. 2tt6 - 2 rows staggered at 0-9O m, Bottom chords connected asfollows-2x6-2 of sstaggered! at 0-9-0oc. Webs conntt@d as foNws: 2x4-1 now a10.94) oc. 2) Ar bads are considered egm#y applied to all pll¢, except R tooted as Bud (F) or baCJt (B) face In the LOAD CASE(S) scctoa Pry to pM Connections bane been pmadedi distribute nlylnds need (F) (B) 1 olbeve indicated 3) Wind ASCE 216- W V I15mpb (3 d grog VasdSt pN TCDL 6 Opfi BCDL 6 0p f. M1 30P, B 45$ 1=4011; eav,5ft, Cat. ll-Exp C, EmJ ed, MWFRS(drttlionag add C-C ConnereB - mummer left andinged exposed, endvertral left add Might Q pmsed,CC for members add forces BMWFRS our actrouns shai,dr,Lumbe DOL 160 plate g eDOL 160 4) Powd, ade,uste it randgetopre m to po dbg. `\� 5)Th bu M bee adsgnedfo loop fWfl mcWMI 1 ad co t 0n yDBre l b ds. — �QI'. T 6)•TnL wssnas been deslgatl rorasre bad of 20 Bpnon me bottom cbo d-ri an areas wlmfearxtangle3dotau by 2-Da wide rPt...••••••Fx 1, ..fit between Ice NMmclwN add am units members_ ])Refer to glNer(s) for mass to Wss connections / 8)Lendmse(s)1,2,3,45,6,2,8,9,iD,N,12,13,14,15,16,P,18,19,20,21,22baLhavebeennredlfim! Buddingdesgner must review loans to vent, Ma they am corded for Me Intended use a Has mass. 9)Tnls mass desgn Firm be directly to me top V2^gypsum ........................ IMARCOS A. HERNANDEZ., denims a minimum 0f2116- strrxmal woad sheathing applied clod and L•••p• sbcebock be applied dir" to Me Mtlom Chem ........................••.. III t0)Gaphial puffin repxesentatmn does nor Select Me size or Me mermaBDn ofthe Wnln along Me top andsm boBwn Enron �.• 11.3878 I LOAO CASEUS) Standard III �F </CENS'E ';*,,% 1) Dead+Roof Dve Unstained) Lumber lcrease-1 OD, Plate mOeas,l DO U. Loads UAM 1l SSIONAI"' \:� Vert 1S 1020, 6A=20 2) Dead +O 75 Road live(baancedJ Lumber Increase-1 DO, Plan, lxrease=l DO COR F-12513 November 15,2024 onmian rt� can=+ w d,R91 MiTeo lel—ry m N M 9rvAnafmm'.PxMu9) DoMat, Cs .1 ,Macs a SdMylnmmafim ar acYc anuM mponen mponeM a r veom�eiry �( 1H Jab « vass dry UNIT -13828 FFO6 �RNSToal Grttlr 1 q [ f.lKpIV Bulders HrsSa(Crt X), ,ye CanoMon, TX-5006 K0ys ID , IxTh11 M. M 2➢.75,3621619 U)VUBvdrGY9WHs NHysBM-S 7 I .B7OHg3NSgP,L6 3ulT GMD.IJ4 JCW LOAD CAM(5) Standard Laced Loads (pIH Ved: 1ti 918, 6A=-20 3) dead+OnMabda0k MIC WMON SW.ge Lumider Increase=125 P6R Increase=125 Lane. Loads (plry Ved: 15=63 X-40 4) Dead +06 CL N nd (Pas Imxnaq Case 1: Lumber Incraase l 60, P6(e RCM,Rse=160 Lenten Loads (plo Ved: 15 24, 6A=-12 Horz tare, 56=43 5) Dead +06 C-0 Nand (Pas_ Internal) Case 2 Lumber Increas,l 60, P ate ImMase=160 Untrortn Loads (plf) Vert 15 24, 6A=-12 H. 1d= 5fY28 6) Dead +06 C-CNand (Neg IMemag Case 1_ Wmber Increase=160, Plate Increas,l 60 Lenten Loads (pIH Ved: 1b 6722 6-8=20 Haz 1$ 5�1 2) Uead+06 C-0C Md (Neg Weed) Case z Lumcerincrease=160, Plate Inc ease=1W UneOnn Leads(plf) Vert 15-�i43, 68=20 Horn 1a3156=40 8) Dead +06 MWFRS Wnd (Pos_ Internal) LefL Lumber Incease=l 60, Mee Increase=160 Laced Loads (pIH Ved 15 50, 6A=-12 H. 1a11, 56 l 9)Dead + 06 MWFRS Wind(Pos_ Internal) Rgbt Fun vIncrease=l W. Plate Increase=160 Untbrtn Loads (p10 Vert 15 50, E8=-12 Harz 1�2156=12 l0)Oead+06MWFRSWbq(Neg.Intemal)Left Lumber Increase,lW,Plate Inc se=160 umtorm Loads (pll) Vert 1-5-d .68=20 Horz 1A=S Wind 11) dead+06 MWFRS Wlnd (4 Ildemal) Rgbt Lumber, hrcrease=160, Plate IFoeaEcl 60 Undo. Loads (M0 VM. 15=F20, Vd Horz 1-8-8, 5£=29 12) Oeed+06 MWFRS Wn'd (Pas. I lered)1A Paailel LumbeT Increase=160, PMte Incnease,l W umtorm Loads (M0 Vert i5=-0. ,68=12 = Horz 1A54- 13)O clF 06 MWFRS Wind(Pm I Aernad 21M Pmalhd Lumber Increase=160, Plate Immas,,l 60 Undo. Loads (M0 VM. 15=-4", 6d=12 Horz 1-8=26, Ni 14) Deed +06 MWFRS Wind (Neg. Internal) 1st Pa211el Lumber Increase=l W, Plate Increase=160 Undo. Loads (M0 Vert 15= 1, 68=20 Horz "-14, 5414 15) dead+06 MWFRS Wind (Neg. lmemal) 2nd Parallel Lumber Increase=l W. Pate Increase=160 Undo. Loads (M0 VM. 15=$1, 6d8 2 Horz 1-8=14,N 14 16) Uead_ Lumber I.09o, Mee Ircrease=o 90 PR neap W Undo. Loads (MN Ved: 15= 61368=20 17) Uead+O 75 RwtLw jWl)+O 75(06 MWMS WnM (Neg. mp Len)- Lumcer Increase=160. Plate muease=160 UMorm Leads (IYI) Vert: 15=-942,6d=211 HOC, 1A=225a6 18) Uead+e ]5 Rw(Lw (Wl)+0 ]5(06 MWFRS WiW (Neg Int) Rgbt): Lumner Incease=160, Plate Increase=l W Unrtorm Loads (pIH Vert 1-`.r W4,6�20 Horz 1A�, 5E=-22 19) Uead+O T5 Rw(Lw (Wl)+0 ]5(06 MWFRS WiW (Neg. Int) tst Parallel) LumlaeT Increase-16(FPlate IncreasC,1 W UMmm Leads (IYI) Vert: 15=-939.6d8 2 HOC, 1A=1, Nin 20)Uead+075Rm(LwUsel)+075(06 MWFRS Wind(Neg Ind 2M Pambel) Furreser Increase-1 W. Plate lnrrzase=160 Unrtomr Loads (pIH Vert 1-5=-939, 6�20 Horz 1A=11,5a-11 21)O cl+06C Wind Men Umm_ Lumber Increase,l GO, Pate Increase=lW Jabvss �Tvss Typepeo UNIT-13828 11- T RaNSal a'.,r BuMW FrslS—(Ca .), carto6bn, Tx- , LOFO C11M(S) S lord Undmm Lo dtl (p0) VM i 5-- , 6E 12 Ho¢1A=1QS -16 U 22)dt 06CC WIW Mai. Up WLumOTInvease=160, Plate Inuev lW Unamm LWUS (pm Vv 1�511, 6b-12 Harz 1A-W E=16 1 P q [p�1p j R85361619 1 630 s L 26202E..l 6 dI1 IV, Ix Thu Nw 1E 105 M 2M Page 3 ID V.Bv Y9WHs NHysBM-s 7JM .B7OHg3N59P,L6 3ulT GMD.IJE JCW roea sa.ewan,=E MiTek® ,�.-1g,�evmom°p,enm��-N Jab Tn .� Type Dry Ply R85361620 UNIT -13&28 �Tvss FF07 FLOOR 1 1 Job Re'erence[p Ij Builders FietSaace(Carta N/m ,TX), CartoCbq TX-5806, 630s 26ID24 MReKiKdLsOiAS Ix ThU Nw 141450.492➢24 Pagel ID:VuBv YgMHs NHVBM-S 7JM sB7OHg3NSgPWL6 3ulT GMDo7J4 JCW I 1fU8 5S0 1 • z-1-o 15A 1 2 i-0 ad II n4= zxa II ad= zxd II sale=rrzz 1 nI LJ B 0- Ld = 3x4 = 1108 }luH ' LOADING flo10 SPACING- 2-DO Big OEFL. n Sect Well W P—S GRIP TCLL 400 Pete Grip DOL 1 c0 TC one VM(LL) -0 W ] >993 4-MT20 24,1OW TCDL 250 Lumber ROL 1W BC 010 VM(CT) -0oi TA >99 240 BCLL 00 Rep smrsMcr YES WB 015 Hmz(CT) 000 6 Na Wo BCDL 100 Code IRC2021OP12W4 Mint -AS WegM 48In FT-2 LUMBER- BRACING - TOP CHORD 2x4 SP 1650E t5E or 2x4 SP No 1 w 2w1 SP SS TOP CHORD 2A-0oc purilns (6D0 mm.) i-5 excepteM veNcals BOT CHORD 2x45P 1650F t5E or 2x4 SP Now2WSPSS BOT CHORD Mind telling directly applied. REACTIONS. (s ) 8=0.58, 6=Medlanlcel M. Glav 8=559(LC 1), 6=me(LC 1) FORCES. (ipt-Max CmRt Max.Ter,- All foe 250 pin or less except xTen Mr. TOP CHORD 2�45710, 34=4.AN BOTCHORD 7A (W349, 6-7=04J49 WEBS 2�21D. "- 5!iM NOTES- 1) Refer m glNer(s)Tor Buss W Buss con2come, 2) The, truss desgn region s Mad a minimum a7116-sNxtu21 wood shealOng ne applied directly to Me top clrN and 12-gypsum streetrock to applied dir" to We be8om chord 3) Gaphital puriln represeMatlondoes� tdepicttN stzeor Meomnttmof MepWinaeng Metopandlor betumchord. 4)Recommend2x6 egbacks,onedge, spnemat16D-0 ocandHastenedtoeactr BusswM3-1WM13t'X3')nal6. Stengletl3 W be amocined 0 walls al their enter ends or reMoured by enter meal¢ VV :R n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 roea sa.ewan,se. MiTek® tr.�m�1 evmomc,e nm�f-H ,r.—lg,i,c Jab UNIT -13828 N/III FmFOS Builders HUASaace(Carta ,TX), T Type � PN R85361621 FLODR 1 1 ,I j CartoCbq TX-5006, 630s 26024 MReKiKd 150iAS, Ix ThUNav141450502➢24 Pa9e1 IDVu&n�Y9WHs NH,BM-s 7FI W.B7OHg3NS9P,L6 3ulT GMD.IJ4 JC'xl 2-0.ID l4 2x4 2-4m a4— 2-4m -4 11 LOAOING (pst) SPACING- 2-DO Can. OEFL. In per) Poefl Lad PLATES GRIP TCLL 400 P6(e Gnp DOL 1ri0 TC 00 VEMLL) -001 4-5 >999 480 MT20 24,V190 TOOL 250 Lumcer DOL 1 W BC 010 VEMCT) -0D1 45 >959 240 BCLL 00 Rep Strgsmr YES WB 002 Mom(CT) 000 4 Na nh SCOL 100 Code IRC2021rtp12014 Ma1rtcA5 Weight 36In FT-2 LUMBER- BRACING- TOPCHORD 2x6SP2400F20Em2a5SP DSS or2 SPM31 TOPCHORD 24-0ac pudlre: 13, except end veNcels. BOTCHORD 2x6 SP 240OF 2 BE or 2n6 SP DES or 2x6 SP M 31 BOTCHORD Right ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (s ) 5=0.58, 4=Mechanoti M.G. 5=374(LC B) 4=844(LC 1) FORCES. (to)- Max Cora Max. Ter, - All forces 250 QU)orkss extepl when shown. NOTES- 1) Refer to glNer(s) for toss to Mass cectlon nnes 2) Tim Wss desgn requires Nat a mfm mum b" ofT/istrucNwo 21 od sheMcleanng he applied directly to Me top clean and Ice gypsum stmehock Be applied dir" to Um WBom Union 3)Graphical path represeMatlon does apt depict USE see orMe orientation of Me puffin along Me top anchor touom chord. 4)Recommend 2x6 somyWEISS, on edge, spaced al 1Go 0 oc and fastened to each puss who 3101(0131• X 3') male Strolgha0.s to he attached M walls at Men Urger ends w restrained by o0ler means 5) Hmgegs) or oNtt connecMll the gwl n devices) Shop ded SNharedS16 Shipment support curentrated bs) 1S Main at 4-Y12 on cou nt unt the Megn/ssecoun of such ConnaLon devfce(s) is Me responM0tl0y of others_ 6) In the LOAD CASES) Second, bads applied to Me face N the Wss are noted as head (F) or Batts (B) LOAO CIISE(S) Standard 1) Dead +Floor LNe (balanced) Lumber lncrease=t00 Plate hrcrease-1 On Uncomn Loans (Pit) Vert 1�130, 4 -20 Cmncentrmed Loads pq Vert 6=546(F) ' ySPtE OFTF 4s1� :. ...... MARCOS A. HERNANDEZ .......................... 113878 • COR F-12513 November 15,2024 MiTek® Jab Tn« �Tmss TYpe UNIT -13&28 N/III maul Flom Supported Gable BUIMera Frslsaaee(Cam ,TX), CamoBon,)( 5006, t 2 pry P jj R85361622 re I 1 1 Job 2H.Rce/p.Ms01AS, Ix Thu Nuv 141450502➢24 Pagel Ems 262➢24 MiieeKKlKddLL ID Vu&nd•TYg,NIk NHpBXBsnR]FI sB7OHg3NSgPWL6 3ulT GMN DC ]J4 JC� ® =1Y88 6 ] 8 9 10 l m t5 14 13 R 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 :♦ n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wa na4n��TesR. res nl�Lnnennnexnerena-e.l-Irua, �3a..Rnense. — .s,.1me . -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 pamu bob—�Jtle�� ) a�Om+e' eomm�enaom) yIs]ss1nll.,Tk.s— Jabvss ,�TvssTYpe UNIT -13828 Kvdd2 Flom Supporlel Gade Builderslrsls Faaee(Ceo ,TX), C—aNd TX- 50061 .4 II 1 z a a s Ar 19 r8 iT 1. ax4 11 1 1PN IUf Sj ) R8536162a Job R MIT c219pls0ifs, Ix Thu Nav 141450512024 Page 1 63N 262➢24MW.B IDVu&nmTYg,NIk%W NNysOXBSMTFIC'/PSBTOHg3N5gPgnL8w3uIT1(bGKW�BdIJ42J0.Ct'�Af rt 3®n =1201 3vb = 8 T 6 9 10 21 15 14 a 12 11 3G = Plate Oflsets(X Y1 1_Ed. GATI 120 E0ce 0.1-811210-1�00.14fl LOADING (pso SPACING- 2 " CSI. OEFL. In goc) VdeB Ud PLAIEe GRIP TCLL 400 Plate Grip DOL 1 W TO 0w Ved(LL) Na - Na 999 MT20 2"190 TOOL 250 Lunoter DOL 1 W BC 002 Ved(CT) Na - Na 999 BCLL 00 Rep Stru Ina YES WB 001 Hoa(CT) Pon it Na Na BCDL 100 Code IR=VTP12014 Matrk-R Weight 5811, FT=20%E tt%E LDMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or WSP SS(flA) TOP CHORD Shudulal wood sheathing doaUN app11M w6-0-0 oc pudlns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or WSP SS(flag except andveorals. WEBS 2x4 SP 1650F 15E or 2W SP No 1 or WSP SS(flag'Exr¢pP BOTCHORD Rigid ceiling dimay applied w 1 DO-0 cc ancTg 11-21: 2W SP No3UaD OTHERS 2x4 SP No 3(flag REAL BONS. All headings 12-24; Uld)- Max Gray Allred[bon5250Workssatjolnt(s)20,11,19,18, 17.16, 15,14,13,12 FORCES. ad -Max Comp.Mlax. Teo- Allfimes 250 Um or F s except v.Ten sbowr NOTES- 1) All plops are 15x3 MT20 unless comrade,Ind1ce1 I 2) Game requires continuous notion tlwN beading_ 3) Truss ro de NM sheathed from one face drs murely braced against apal movement (Ie. dtagmal Wen). E) Gablesods spaced at t-TD. 5) Recommend 2x6 Maria a, on edge, spared a11" 0 oc and fastened to each does won 3-too (0131' X W) na15. StrolgbarM W be a11acRV 0 wa115 al then other enQ or restrained by othermeald 6)CAUTION, Do not emd Wss nackwmds. .. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,Wa nmr.�matrnan4n��Tesn.res nnnennnexnaeneaeer.e.,.,,re.,3a�nnense. MiTek® ny traog wGce Fug�� dww u tie rysn a,. ouany cn amtiwnalmm'aPtrnwgl and acsl Bra,co,nanr salary iammafim-apue rmmve SnanafroMngor.'al pain. -M �Om+�' eommmnenaom) yIn Tss1nllNITk.s Jab ITn« Type Dry Ply R853616M UNIT -13828 KW03 �Tvss Flom3uppotlel Gade 1 1 Builders Firsl3aace (Carta N/m ,TX), Carto6bq TX- 5006, Job Reference/pgpnalj Ix Thu Nw 141450512➢24 Page 1 630s 262➢24MR ID:Vu&n�YgWHs NHysBM-m 7FILMSB7OHg3NSgP,L6 3ulT GMD.IJ42JC21 LL1$ 1153 II z 1 5X3 II a 1. II 4 3xa II s®tr=rlaz 9 3xa= un II 1aK1 II 1c411 43T 410 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 VcU(LL) Na - Na 999 MIT20 2"190 TOOL 250 LumMr DOL 1 W BC 002 Ved(CT) Na - nod 999 POLL Rp S Ina YEeorie Hq](CT) 000 5 Na Na BCDL 100 IR=VTP120145 Ma R� Weird : 23 to FT-2 E11%E LUMBER- BRACING - TOP CHORD 2z4 SP 165OF 15E or a4 SP No 1 or 2W SP SSUSU TOP CHORD starring U1rec11y applied w�-0oc Shuctu21w dsteaN4 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 DT 0 cc anciM 8, a4 SP No 3(Bal) OTHERS 2x4 SP No 3dido REAL BONS. All bearings T3 0. (to) - Max G. Allredmdxe2508torkssatjdnt(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 beamg_ 2) Truss W be NBy 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 aOoaded to Anils al their older ends m restrained by other meads. 5) CAUTION, Do not ered Wss backwddi . :♦ n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 d ny p.�metrma4n��Tesn. NS nanen.nE.nerene.eeP. dlrRneuse. Mill ny traog 9ueance rega ti� ce',yye„i M u ww JGI ouaimsN ryen tle� amtiwnalmm'ePtrnunl anndCSIB,,R,g ComponeMSoohl oo,odm m�m¢tle fiomM snoM�elduMog component pamu �Ore+e' eomm�enaom) y1s ]ss35]llunewsmn Symbols PLATE LOCATION AND ORIENTATION 1f2L�lIT L+I W Dimensions ionsaeplate on joint unless xnt offsets are Indicated , Apply pions are in h sidesinusioft, hs. Apply plates to both sides oP tmss and fully embed teeth . Ogee � F For 4 r 2 orientation, locate p ates 0-'�d' from outside edge of truss, This symbol inCoates the required direction of slots In connector plates. "Plate location detalls available in MITek software or upon request PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicatedin the symbol shown and/or by tax[ in the Bracing section of the output User orlbredng If Intllcatetl. BEARING Indicates location where bearings (supports) occur 4cons vary but reecdon section Indlcatesjolnt number/letter where bearings occur. Min size shown Is for crushing only Industry Standards: ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal Plate Connected Wood Truss Constmction, DSB-22 Design Standard for Bracing, BCSI'. Building Component Safety information, Guide to Good Practice for Handling, Installing, Restraining & Bracng of Metal Plate Connected Wood Trusses, Numbering System 61 1 tlimemlom shown in call) lx[eenMe (Drawings not to scale) 1 2 3Jolnt lO TOP CHORDS typ � e WEBS L33 Qv 4 k 0 u 4 Y s 3 u U OF ca css � a BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. Product Code Approvals ICC-ES Reports, ESR-1988, ESR-2362, ESR-2685, 5SR-3282 ESR-472$ ESL-1388 Design General Notes Trusses are designed for wind loads in the plane of the truss unless othenlvise shown Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by Others. 02023 MiTek®AII Rights Reserved M mi Te V MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023 A General Safety Notes Failure to Fallow Could Cause Property Damage or Personal Injury 1, Addl[ional.tadlllry pricing for puss "tam a 9, dlagonel or x-bracing, Is always requiredsae scsl, 2 Truss bracing must be designed by an engineer For wide puss spacing, Individual lateral braces themselves may require bracing, or alterni Tor I bracing should be considered, 3 Never exceed the design loading shown and never Stack materials on Inadequately draped tmsees. 4. Provide cold 89 of the truss design to the building deadens,, eracticn SupeNlacq properly owner and all other Interested peRles, 5. cut members to bear tightly against each other. 6 Place PI Ras on each face oftmee at each joint and am led fully, Knots and Wane ajolnt local ons are regulated by ANSI/TPI 1. 7 Design assumes trusses will be suitably protested from the environment In scoot With ANSI/TPI 1. 8 Unless othemIse notetl, in of stile content N lumber shall not exceed 19%at time of fabrlost on, 9, Unless expressly noted this design Is not applicable for use wIN fle retardant pressrvelve treated or green lumbar 10. Cam par IS a non-stuctu,R Consideration and 18 the reeponslpudry of truss fabricator. General credits Is to cembertor bead load den ePllon 11. Pike type, Sue, cremation and location dimensions Indicated are minimum plating requirements. 12 Lumber used shall be of Me species and else, and In all respects, equal a or beder then that stapled. 13 Top chords must be sheathed or purling provided at Sparing Indicated on design. 14 Bottom chords Moans lateral tracing R 10R spacing, or lees, If no del Ina I9 Installed IN... RneNvls. notetl. 15, Connestlons not shown are the responsibility of others. 16 Do not out or sitar trues member or plate WQnop[ or or approval of an engineer 17, I nstall and load vertically unless Indicated Premise 18 use of green or treated lumber may pose unacceptable environmental, health or perform once Asks. Consult Wlth project engineer before use 19. Review all potions of this design (front, beck, words and pictures) before use. Fw eWing actures alone Is not sufficient 20. Design assumes mendasture In accordance Wlth ANS[TPI1 auaitycrdtena 21, The design does not take Into account any dynem It or other loads other Her nose expressly Stated, Irmo CHILDRESS ENGINEERING SERVICES November 18, 2024 Grapevine Brownstones, LLC 15441 Knoll Trail Drive Suite 150 Dallas, TX 75248 Re: 250 East Dallas Road (Building 8)1 Grapevine, TX Lot Block Plan Building 8 To Whom It May Concern: 2505 N PI M SR,k 4000 Richards®, T 75082 214A516630 P 214 51L631P .i,RN0,bs1. 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. Respectfully, O�(2� Tony H. Childress, P.E., S.E. NTH DE RUI-OG WIDE OR OON NO ORD ip0'�fF3d�s be NI f tt� ti i. CHILDRESS 72029 ; x 'ONAI ENly... F-7422 /.T / I \ 1� \ www.ces9lobel.com SC1-IAUMBURG ARCHITECTS. PC January 5, 2026 Architecture Project: Grapevine Brownstones Phase 2 250 East Dallas Road Grapevine, TX 76051 Project #2130-B Fire Separation Wall Approval UL Approved Product Submittal Schaumburg Architects has reviewed the attached UL tested fire separation wall penetration detail W- L-2342 and has approved it for wall penetrations between the individual units for the above project. A ED ARO �5 N soy gT�OF 8432 BLUE HERON CT.., FORT WORTH, TEXAS 76108 TEL: 817-991-0132 EMAIL: M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 02-05-2026 03:06 PM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas Street (Building 8) Grapevine, TX Nicholas Junkin Grapevine Brownstones - Phase II Building 8 1 General Ticket Information Task Category: Foundation Task (Ticket Type) Pre Pour Reinspection (2) Ticket Number 26726127 Due Date 02/05/2026 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Superintendent Email Pre Pour Type Inspection Slab is ready for inspection? Yes 02-05-2026 02:30 PM Page 1 of 2 !F0 Date Submitted: 02-05-2026 03:06 PM Submitted By: Childress Engineering Services, Inc. Residential Inspection Form Type of Pre Pour inspection? Site Detail Notes Additional Notes Inspection Date Inspection Result Photos: Post Tension Invert chairs at drops and plumbing Other Issues Noted: Clean out cave-ins / Remove Debris from beams. Secure poly Ensure chair cables on plumbing. Also, we found the foundation to be within industry practices and approve it for pour within seventy-two hours of the time of approval. 02-05-2026 Passed & Maintain 02-05-2026 03:05 PM Page 2 of 2 M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 05-04-2026 12:37 PM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas Street (Building 8) Grapevine, TX Don Lennox Grapevine Brownstones - Phase II Building 8 1 General Ticket Information Task Category: Frame Task (Ticket Type) Frame Reinspection Ticket Number 26738603 Due Date 05/04/2026 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Frame Inspections Site ready for frame inspection? Yes 05-04-2026 12:21 PM Is the correct plan on -site? Yes Page 1 of 2 !F0 Residential Inspection Form Site Detail Notes SW and Frame Passed. Inspection Date 05-04-2026 Inspection Result Passed & Maintain 05-04-2026 12:37 PM Date Submitted: 05-04-2026 12:37 PM Submitted By: Childress Engineering Services, Inc. Page 2 of 2 M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 05-04-2026 12:37 PM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas Street (Building 8) Grapevine, TX Don Lennox Grapevine Brownstones - Phase II Building 8 1 General Ticket Information Task Category: Frame Task (Ticket Type) Frame Reinspection Ticket Number 26738603 Due Date 05/04/2026 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Frame Inspections Site ready for frame inspection? Yes 05-04-2026 12:21 PM Is the correct plan on -site? Yes Page 1 of 2 !F0 Residential Inspection Form Site Detail Notes SW and Frame Passed. Inspection Date 05-04-2026 Inspection Result Passed & Maintain 05-04-2026 12:37 PM Date Submitted: 05-04-2026 12:37 PM Submitted By: Childress Engineering Services, Inc. Page 2 of 2 04 Mechanical Plan Level 4 Cupola 3116- 1'0" -- — 1f7 7 Mechanical Plan Level 3 3,'16 — I0 MECHANICAL SYMBOL LEGEND CONDENSING UNI- us AIR HANDLING UNITS -1A —1-1 rnww MjKS% 41 L—.11 A_T o2 Mechanical Plan Level 2 3/W- ,-B, Mechanical Pl.. Level 1 , 3116" — I' L" RY L BLACKMON IND M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 02-05-2026 03:06 PM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas Street (Building 8) Grapevine, TX Nicholas Junkin Grapevine Brownstones - Phase II Building 8 1 General Ticket Information Task Category: Foundation Task (Ticket Type) Pre Pour Reinspection (2) Ticket Number 26726127 Due Date 02/05/2026 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Superintendent Email Pre Pour Type Inspection Slab is ready for inspection? Yes 02-05-2026 02:30 PM Page 1 of 2 !F0 Date Submitted: 02-05-2026 03:06 PM Submitted By: Childress Engineering Services, Inc. Residential Inspection Form Type of Pre Pour inspection? Site Detail Notes Additional Notes Inspection Date Inspection Result Photos: Post Tension Invert chairs at drops and plumbing Other Issues Noted: Clean out cave-ins / Remove Debris from beams. Secure poly Ensure chair cables on plumbing. Also, we found the foundation to be within industry practices and approve it for pour within seventy-two hours of the time of approval. 02-05-2026 Passed & Maintain 02-05-2026 03:05 PM Page 2 of 2 �GW THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTNaNIZE ANY WORK IN CONFLICT ALL TIMES BY: ARNOLOO RAMIRU TSBPE: 14899 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,760M PHONE 4694 76101 GGiffom@nucft Caphal.ca. STRUCTURAL ENGINEER Childress Engineering Services Rod Shm. 15MN Gre 11h, Ave Ste 1000 Richardson TX 75081 21144516630 fade@Cesglohelmm 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 Connie, TEXAS 75009 PHONE 817,929.2389 PHONE 972-704-1176 JEFF@SCHAUMBURGARCHITECTS COM Lori.LLGk@KNnlay-HOm.mm MEP ENGINEER LARRY BLACKMON, INC. REGINA KINNEY, SENIOR PROJECT MANAGER 6716AZLEAVE. FORT WORTH, TEXAS 76135 PHONE 817-238-9801 FAX 817-238-9804 REGINA@BLACKMONCONSULTINGENGINEERS COM GENERAL NOTES - Pz a NhmatlN,elReeMem 1Ge e . m.eawN,xR-m..raw.a N a n 9EPARAT ON MATER �rce e I he R M ypu. 6o M ppl - M1 teN ,00�+hwe ^avH untl ba wn w.MbYliwllolareat mwtRNncbw wBOrwntl eunc�BG wesucM1 s a�oat« ^aweboa mono. eea am,ena b.'owueaoommawex a.P,at. ekeP neama _am. m 'amvK oMa M1a ooe. o e a own ex,wl.ema.pp i R-Value oHM1e,mMal em IowmMbe R N wil0inyroa. R 20 walk umrq ep 1—mauklioa MIh norvvenktl attic. Iwulabon baMwn unite lnautl cavM to be racAwod m meetaoi B. Baeieof tlxgn mrmBnor Mntlowam bBAntlanon,W xriee. ,ImOm be imulaW wahS amayroamlo vovxlmee aM1ard No ineukbon in elwaiorwalN aloinineairc 10AII usamrior�aaRea to beuemenluoewwl BaeM1VbuxjukedwulYSJeO 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. Aft Fire Reviewed 12/11 /2024 12:24:19 See comments in MyGov ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS 1 APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES SPECIAL NOTE CONTRACTOR SHALL CALL FOR INSPECTIE PROVIDE SAFETY GLAZINGS AS REQUIRED PER (817)410-3010 SECTION SOS AND EMERGENCY ESCAPE AND RESCUEOPENINGS PER SECTION 310 OFTHE CONTRACTOR REGISTRATION WILL BE INTERNATIONAL RESIDENTIAL CODE REVOKED UPON PERMIT EXPIRATION. CODE REFERENCE APPICABCATEGORY EFFECT COGE INFORMATION SECTION ECLECWE TION CODES IN DDEPBG) LCOBE ODE 'INC) ELECTRICAL 20201NTENNATONALEUBTRICAL PLUMBING VNIINTENNATION PWMBING CODE DES) AND N151NTERNATIOML FUEL GAS ACCESSIBILITY LAS CODE ENERGYCOGE 20151NTE—ONAL ENERGY OONSEWKNON CODE BECC) INTERNATIONAL FIRE CODE GFCI EGU FBOAnaxz1 SPIRINNUERE) GARAGES, w NOT REDD. OM ...IN . ............. OIR . BUILDING UCuG`F' CODE CLASSIFICATIONR NTM.PEV REFEREN. E._EDS TO INCLUDE 20211.F.G. IBC. T-1.001 PROJECT LOCATION PHASE 2 DRAWINGS w No.t BM1M Xew Zz — _ —_ _ alxme. unm 9n., L6 11a n trvm -----� n p 1rT+n�iSn—awn F;r r.r w° 'I I—�I—n;lu>cu �TTu;s� IT Tv,p�eew�_w-;e vn nY II u,,,.r 11,,-� rrN-s- w=- °a,s - ��wffi� aao. PNI nn �TI IT u,a—ire a�I I I M,_ ml�_ummm I N — 1 ZN rz 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 rn A Z L om Do w $ r ITC Ua MC. Lu U�3 D- � 'p UI P 00 a) O Z NCDO C d g ^ kM 200 DO DO N a) H C) Q U) quo E w N a)OZ M CIyO • COVER LU V Q O Building 8, Unit 28 ❑ 2 Z m U o o � ose,a, G 1.28 N N O NOTES N imasxuuoiESMcaw DREARNr Taaw Rwn—N cx € i x�Max�DxxYaarsE, xET p,Ax �uA�zsl S — — � ao _— � a�xxAx�Ew,.rv,xEa�Prv�zorvm�o��xx�E e --- ° £ EAST DAUAs RDAD _� ? m iZ%LONGIrvO NAL sLWE MAx) n.5 a ° L,TEDEwaiiii�ii5';� p(ISTING SIDEW io�Enw � x Ex eaoou ) Euxs) sEE � J dC ` P w 10' UTILITY, DRAINAGE, CEx1Ea5�9oDN wapK OR CEMENT TREATED O a 10' U.E.' I' TRASH L & SIDEWALK EASEMENT W.caETE LL D21905T956 BLED 4 PAD s ME b o g z _ o.F.RTC.T 13 12 11 PAVING SECTION A-Ap �� g s ONCOR /� <k $ g w 66.29' D. ELECTRIC EASEMENT IS v D2160]I509 O.P.R.T.GT. rlM's 2 3 I $(I I 99' (80C) (Jx Eaxc tuolrvn 2L.- NAll' 170 3 8 PROPOSED 5• UTILTY smEwP1 - ■— E%IST 8" W.L." -- A R EASEMENT c 6 - - EXISTING 24 PUBLIC ACCESS, UTILITY 4—O E T Tm ® g € ////// ffi DRAINAGE EASEMENT yv a I Ex r< Ra u 8 I EXIST B" 5.5. / INST. NO D2223440) 0 P R T C.T. I -I 1 ': �NTpts aoix wArs W c RathuErT I{{I / - 11.00' Rx II , L`]ewr mEATID LOT 5A, BLOCK 53 a ORIGINAL TOWN of GRAP-E PAVING SECTION B B ea -- w i 68.29' 283 0• INST. NO. D221210008, xrs 3 e LOT 1A, BLOCK tA, BUSINESS PARK ADDITION1�9 I D.L.R. T.C.T. IT. NO D22234407, I o. I (20 D.L. TRANSIT DI CORP. NS 2NED: 1RABIT DISTRICT) pxw Ox O.P.R.T.CT. j �-TRASH VARIES x (ZONED: TRANSIT DISTRICT) % 16 BL05 5 14 PAIDf (ROC)17 h- Z,8Zrn h . Ix�-T�-�I�p' 18.00' A ECnON' III ORIYEWAY �DR KWAY � �' a 4 A) CURB PER DETAIL _ III ER BROOM SHEET C-42 NIIIN MAIL Z aR cEMEN 6G o � I _ N 3z.00' I� I A PAVING SECTION �� z a LL 1T e.aD' SEE SECTION- O 1 1 _ o a-B) rv,R '> z.70' (Sac) z J 10' V.E. y< ONCOR UTILITY EASEMENT w L •G _ LL BOG B r1 K. c � LL 10' 11.E 18 18.00• I px _ C Z = _ - s4 �-I I062' (BOC) E rl. € �it ,•' \ EXISTING 24'Tp # 19 180a 2fi0'(BOC) pftAINAGE, UTILITY, ffi — ACCESS EASEMENT oa vEwar cEN1ERS 6o1N wo7�conM 1auTm �\ I(p /-•�910a LM&HRAOOITONI SATs VJ OIL WN-IIE o I ENT CAB. A, SLIDE 10901, w w Q _ CITY OF GRAPEVINE '�— .18 DD < WIT PR C paasPAVING SECTION D-D L Z X OWNER: BHA REAL ESTATE Z Z ED THIS PAGE RELEASED FOR CONSTRUCTION r 2O HOLDINGS ( IS Nrs _ O � I ZONED: TRANSIT DISTRICT)W RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT HE BUILDING CODE OR ZONING ORDINANCE. LOT 1BLOCK 1. 1 1 I r^ iA O g WITH T, I LnnLJ v/ vJ HASTEN ADDITION 51' BOC LL Q U CITY APPROVED PLANS iD BE KEPT ON THE J00 BITE AT -10 BENCHMARKS Z ° CABINET A, SLIDE 12126, P.R.TC.T. I O r ALL TIMES. OWNER: 929 MAIN, LP ; 21 `_ 11 '1' CUT Q 2 Z 03/25/2025 (T. ZONED; TRANSIT DISTRICT) I 18.00 n n - I-2 49' (BDD) Ox 1HE a= ffl.ALorvc /1/ O 44.83' y II 12L L.L U K0' Ain--�A;00' 14 'IP war. Q s BY: ARNOLDO RAMIREZ TSBPE: 13888 1- OTT .ea f F- BUILDING INSPECTION DIVISION e1� _- �¢rvM4 sxexs m RELEASE DOES NOT APPLY TO CONSTRUCTION IN _ i ' EASEMENTS OR PUBLIC RIGHT OF WAY. 32c0' '> MATCH LINE SEE SHEET C-081I BOG 6 gpp• '.(sEE s6cnoN o I, GR THE Su T Ij 22 B-D) SHEET NUMBER G`_07 ALL CHANGES MUSTBE APPROVED. N W*E a $ I vve 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. 03/25/2025 BY: ARNOLD O 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. 20 2t � ta:Do' MATCH LINE SEE SHEET C-07 I, BL00 6 19.00 r�I IIII1 zz a 5.35, - IFI Q � Ta,oL LOT 1, BLOCK 1, HASTEN ADDITION CABINET A, SLIDE 1212B, P.R.T.C.T OWNER: 929 MAIN. UP (ZONED: TRANSIT DISTRICT) A m VJI I � o' o Ij1lplosr (eoc) (�-2.0' (BOC) 3200' C,(SEE SECTION a B -B-B) o i ' •• I MAIL 3o PROPOSED E - UTILITY EASEMENT 5qR z4ON' (SEE SECTION A A) TRASH PAD (BOC) LOT IR, BLOCK 1 G� M&H ADDITION CAB, A, SLIDE 10911, P.R.T.C.T. OWNER: BHA REAL ESTATE HOLDINGS LLC o (ZONED: TRANSIT DISTRICT) zzz (BOC) R VARIABLE WIDTH T [ D0"I DRAINAGE & SIDEWALK (SEE SECTION. MAINTENANCE EASEMENT 0 2B BL Z; Q. 26 A -A) I —EXIST GRATE INLET—.', t ar 3 EAST NASH STREET — — _ EXIST IS. S.S. — -- -- - -' --- — _ EXIST 2X5 ftC8 + --- i--- GRAPEVINE MUNICIPAL COMPLEX BLOCK I LOT 1R (ZONED: GOVERNMENTAL USE) NOTES m �LOIIAET,sIONR�TOFnOEOFOMRaMNL�xO„�Y�ENO,m- � 2 OE�AI s —I sNE o O OR w N E N N�A�xOIMEN�NSY,NY�,�.N1�NOUNI.ORn.sO�MI ncwRowcE W,THTHE�PN�ioNI�.G oROINwcE s mj�j (ix LIXIGIry INAL SLOPE M.) Ig M �oE—MIR � Puxs) SS OR SS �' 1.1 C\\\\� ce BROOM O CLu1Ea5 SO wAK` TMME : z PAVING SECTION A -A OR oEMFN Nrs ^\ zkRg6 "M..i s s w SEE (]x LON 1—NAL S_OPE MAX) PASNw -� I6 w S § ■— F 1oEW" E" R Y ®g VA02 05 t 1tP �r1ERAR 4R) sERoix wAYs R. I. NB OR Lv]ev�ii mEAtID PAVING SECTION B-B N,s ICBnIey sHDm EN ON RYs Pf L,Ns 11 DRIVEWAY FI M x `DRIKWAY Y �' S" MOUNTABLE CURB PER DETAIL NS. SHEET C-42 cENQ SOTH WAt SRBROOM s• OR ce a«r mu o Z N PAVING SECTIONEC-C ZO d LL O U) J N zO 2xu'E- i Q LLJ RR 1�wAYJ F- T� CENIENS B01H wnT�s N ce RRoON rZY R' MME OR CEMENT R a W W PAVING SECTION D-D z Z _ i w Ms o W/� a ~ W co co BENCHMARKS d Z Q No le t Q O = Z THE soEWAu, uOHc Elf O 0 U Q S 0 ONEIa WAY. V N L.L KQ TBMI SZTT S LL zz T OF THE SNB.xoi SHEET NUMBER .ACEms, _ S".: C_08 MEAOATA qy Wlmbw SN, tl 1N DODR=HEDULE MPR �VELi AiC ie9 ,SWu uowrwrccM4s wan c•" wrvu, riwx+uscwwrrw d 5/8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING 2N° 1057 AND UNDER THE STAIRS GARAGE 519 LEVEL i COV PORCH 49p LzLr Area Legend _.N.. SR� / - _ ��&& � CGI AHONALNOTES Area Legend Area Legend Area Legend T ALA UNDERROOF B Y ■Air Conditioned A/C Area L oisa+EN SALcowssANO RoOP DecN n ,,,� _g4 A/C Area A/C Area : ® ® COV. 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CSection 3 i14^= r-o" W ..INFORMATIONAL NOTES cc; 3D2 �" 04 3D 11 ILL, o uXI Z z �H � �o - — w g3 x6 w m U� F4 " I W UI Q I 1 ITT � � �� R.-I RR0NT' _ J1 o: -— e, Unit 28 - Elevation 2 - a f L — I I CUnit 28 — Elevation 1— a 114 1,l„ w g�>oo A2.28.1 Section 7 7/4"= I W M 20 Section f 7/4"=Y0" THIS PAGE RELEASED FOR CONSTRUCTION mxrMw.mm,aomm�w,mwe"` INEDRMATIONAL NOTES — — BUILDING CODE OR —NG ORDINANCE cm ARFNOYED vLAxs TD BE SEPT ON THE JOB SRE AT ALL TMES 03-2020 BY: ARNOLDO RAMIREZTSBPE:I-3SYS BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. i�s,Ny NGH MA,kppl REWAL � �7-, �1 m s- 4- 8 w qp ,� NI3xHw;EH�oaEA Mz ON l 10 Unit 28 - Roof Plan 1/4"= V-0" LLB . R�FPaH.�Hl,�a "'- A3.28.1 5/8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS n Floor Plan Level 1 - Electrical U 7/4"- i 0- . �9 Floor Plan Level 2 - Electrical 7/4- 7'0" RECEG EO UGHi ® 'LU0HBOOENT RXTURE ELECTRICAL SYMBOL LEGEND LE�EssEDucxi lDmEcrloNAu © 1 raERIwNELACKPRE-WIRED � DESCRIPTION SYM � wEATHERPRGDFDUPLEx Dur�Er i WPUD,0 ET: 15-A EF MIN CEIUNGMOUNTEDFIXTUNE 1 GROUNUFAULTINT—TEROUPLE%OUREf WI WPII MOUNi�Fl%NRE 1 FO'JElEFl4DD CON4S � p n�Aw,•iw.wm..w w ., R20 VOLTOUREf � { COUMERTOP LIGHTING UNOEA UPPER CABINES ANDPBJVE � SMOKE DETECTORWIgED INTOHWSE GIRCUDS-WIBATIERY flAG{LP � (♦INFORMATIONAL NOTES DDPLEXONR 4?AFF. BELOW CEILING FLWRNroUMED DUPLE%WTLEi yENrIFAry DOOR CHIMEBABSEL WALL NNU CEILINGMDIINTED DUPLEX OUTLET 1 PMg 1 C—OKING(LED) SUSPENDED INCANDESCBJTDECORATNE ORCHANDEMERASSEL. P NpANr 1 CABLETaEV1510N 91NTF ETMxEEB SOFFlTMWN1 eD D'JPLE%OJREi O� CEILING FPN —PROOF RECESSED LIGHT SINGLE POLE SWITCH -(/T 11 GINGEUPUG'Hi3 11 � DIMMER SWITCH � 1 ®I 3- WAY -..GAS HEATER GAS -♦ - I -MO.DETECTOR HOSE BIB NOTE ER FY WITH MEPP0651SLE SIIBPPNELS FORFAGNMOOR I I-71 w w Floor Plan Level 3 - Electrical Capola - Electrical i/7— i,-0„ 't4. 1/4 I,O" WITF , E GRA TRIS PAGE RELEASED FOR CONSIRUCTIDN WiTR THE HU LUNG CDOE C Tr APPRGYEDPLANpTTOS 81-AT 0a 5 5 BY OW RAM BBB BUILDING INSPECTION DNI$ION'. RELEASE OOPS NOT APPLV TO CONSTRUCTLON LN EASEMENTS OR PUBLIC RIGHT OF WAV. ALL CRARGES MUST BE APPROVED. ME, �F Z U m�m z �F �a W g3 a m� 'U'npary ■ C—ION. —Tm ■ r1-4 .mmp sreum ,A4.28.1 � F., vl THIS PAGE RELEASED FDR RE WITICT THE BUILD rvc cooE as ZONING ORCINANcgE. CITY aPPROVEBP -'PE ON TH JJT AT s oanvzozs BY: ARNOLD RAMIREZTBBPE: 14NB 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 C8dl9 8, Units 26-28 Level 1 114"= 1'0" UNIT 26 UNIT 27 UNIT 28 W Z oa U) ] U Z m W 2, ; co Z_ Sm a to i r r , r a . - - S P i3�Ytla�\ r2ain N„RO 19 _,_ ��L 2a�.�,.4s.. a�,. �2a„P,,�„2 w U� z Q� O e V ]U 0 w maA rt� a gE TU �ayA U�3 w cx �. 8 - Level CBldg 714. = 7 r-Orr ,........ THIS PAGE RELEASED FOR CONSTRUCTON UNIT26 UNIT27 UNIT28 BEwITHTMEa.I"oN-C--NlNGoaoINAN .11A-- PON THE DBSI EAT ALL S3I252025 BY: ARNOLD O I—IREZTSBPE:—N BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ■ ■wuaxN wmi-u�a.ssrzo. w,w ■snrsar, ■^"""r`r'0 ...>-t.:�. f 4 snu sulu �e sx n c .. �E Bldg 8 -Level 3 1C RU. 9EA J UNIT 26 UNIT 27 UNIT 28 "I Y.PPRDYaDIaBE-IT DHTHEID ATE AT ALL■, BY: ARNOLD O RAMIRU TSBPE. 14888 „„ BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF ALL CHANGES MUST BE APPROVED. ■ s"""� - a . ■-AB1.8.3 iatrz i u rzatre �� xNe MieFlex II DECK WATER—FING ral� NIO FINISHKAR_LCFUD_ " � SINK ecw uIF a 2 Na CBldg 8 - Cupola 7/4"= 0" UNIT 26 UNIT 27 UNIT 28 INEORKATIONAL NOTES V) m� w Z �F 0 N U,] U Z m CE o �F WWzr R� U, g E Iu� . U ce 1 w r „s C.I. I F.— CRY OF GNAPEVIHE THIS PAGE RELEASE. FOR CONSTRID-14WITH A RELEAKEDIFINOTALTH ONFUCT THE A c1 APPROVED PLANS TO BE EPT N THEDJOB SITE AT q p M 03/25I2025 BY: ARNOLOO RAMIREL T.—IJSBB BU ILUING INSPECTION OIVIBION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OE WAY. ALL CHANGES MUST BE APPROVED. sr� Do ■w.M srexxo �o-AB1.8.4 Ii, FIREWALL AT CUPOLA �.pAP/Ere- , INsuLatlai : // ��TEplap EREA,wmD / / � / �-c��Ica1c18rE DErAILs / Irop 6 PaRgPEf V,e a,,,I,IIYA, u�PE� �,RAw4Tu�_ _u u u / \ �� ruEeH uvrra 3n�iaE � .nusu s,.aop I ~�-vecrvun aoapQ �^'� °MIS PLaap la D. EarHIND HT— aw,.L Arm oPAR R SEATION rar PLa,e§•H-srua -EaErryumly LINE oEN�Lasss _ET.Ir°rDp ^Eras-flREWALL AT PARAPET , Pa,al / camw wins 4trexs. aw Wrt /mac FIREWALL AT PARAPET scn�E In-/ _\ � / r I �nmula Ar oe«mu I pacFlr�srsTEn IT paa acme-r \ t ica+xv wuu ar �. E re I-.nerums�. I�oc �" � r sm I/ .-� Loral loss �wscli rtiiaLarroNs. 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CAST STONE MASONRY DETAILS ON ALL CHANGES MUST BE APPROVED. IS FRONT ELEVATIONS (TYP), NO WOOD TRIM UNIT 26 West Elevation Sam ■ mmr w� „,rza ■ BE�.TrOrv�.OXRsa� ■ srre.. "-AB2.8.1 SOIIPPER L �1 —PPER [ // 1 8d19 8, Unit 26-28 - Roof 714- 7'0" Rrl RR f Mils m—PilN KWATERPROOHNO E9UAL ��Aa� H MAT �LORECSA AND FINISH OR r A. ffisx ffim, 1111DOR ECKWATE RO— FINISH MATERAL �y U p� PER NPIER UNIT 26 UNIT 27 UNIT 28 INFORMATIONAL NOTES w NO, z Q� O e � ] U 0 CF W W rt33' a k- T U �ay U43 oI S w 2 r „s � � ■�+wmw Rt. 4 AP,'11F, IV S PAGE RELEASED CONSTRUCTION DS NO c A rxEo esITEA T ITr �rPaoveD PDuxArLL � �� nMxePiNox OSI25I2025 BY: ARNOLDO RAMI—TSBPE: I-GN1 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. 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W z O U) z O IL W r Ws ��a��o�l a�,9 IaMa,apl� THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT i i .e��ENaEP�arv.aM,s�- CIAMPOS • �- �NOINEERING—J FP1.51 NOTES BY SYMBOL FIRE PROTECTION NOTES ��a" [AS_N[ i[ oN cc I UNIT 26 UNIT 27 UNIT 28 CUNITS 26-28, SECOND FLOOR PLAN 1 114^_ 7,_0,. NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND .R-E—HPE INFORMATIONAL NOTES THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT i i .e�IEN�E�IIa.�MTE�- CAMPOS •� L—ENOINEERINOJ ��m"' ,FP1.52 NOTES BY SYMBOL FIRE PROTECTION NOTES =a " "m a E`roE s" TM k [AS_N[ i[ oN cc UNIT 26 UNIT 27 UNIT 28 CUNITS 26-28, THIRD FLOOR PLAN 1 114^_ 7,_0,. NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND .R-E—HPE INFORMATIONAL NOTES THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT i AMPOS C• � L—ENOINEERINGJ FP1.53 UNIT 26 UNITS 26-28, CUPOLA FLOOR PLAN C 1147 L:r UNIT 27 E NOTES BY SYMBOL FIRE PROTECTION NOTES [AiiH[ afi1E oNEcc UNIT 28 NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND m—.—I- ■N60RN.—.W— 1H15 SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT 1 �cw°wcvuNa-uwTsxze, uv� CAMPOS —tNGIN EERINGJ ro ° ...., FP1.54 Pa u,<TTat�rmur� 0 SLA °T EB [l - — RmEI m ILI, :TT T_ TMT _T_d� F MINEORMATONAL140— -4] ele one ............ RMl, THIS PAGE RELEASED FOR CGNSTRUCTNIN 1-11 11NOTIll"IRIll I 111111NILIT Cm _Tr _ I N N. * N I API—. 1 ILAII TI 1ESZ0 THE 11 III SITE IT ALL F ME 0312525 BY ARNOLD RAMIRIM TSBPE 1-3898 BUILDING U [LDI G INSPECTION DIVISION RELEASE DOES NET APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC NIGHT OF — ALL CHANGES MUST BE APPROVED. m LARRY L. BLACKMON, INC. IN ' EOOO I I a A _>n�y� N�c 6.f f CvftfM w . 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EOO 1 1 IF im, 2 I I CLiy�9ting Plan Level Cupola 3 6 = 1'-O" 04E/ectrica/ Plan Level 4 Cupola 3/W— 1'-0" CLight/ng Plan Level �nl.is (fj)E/ectrical Plan Level 3 3116 1'0" a-3f Lighting Plan Level CElectrical Plan Level 3/16"= I' D- e .. w.NE NFORMATIONAL NOTES 3i hti9 Plan Level 1 3 I6 .Electrical Plan Level 1 3/16' = 1'-0 THIS PAGE RELEASE�CONSTRUCTION ES NOT AUTHORIZE AN SU cItt APPROYEOI PDINC TOOSEK POONTREJOBSITEAT 03I2512 25 BY: ARNOLDO RAMIREZ TSBPE: 13998 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ■ U) W z 0 9 In z 0 m w zLij fio i oa cL F- �� Be We ■ a, LARRY L RLACKMON, INC. ■ me�wa. vnu�. ■ ¢tcmwv..wurtm ■-- -E1.28 TM�uCI 1 .SITE GAS PLAN I " - 20' 10 2 ,SITE ELECTRICAL PLAN 1"- 20' 1. D einc s sswvc[1 L ul Z 0 U c —I Z O w9 of �\ \ J m §q Z fio e� 02 W go I \ 0 - i \ — aJM� ' __ � � ■ w.nr. zia e ME Q S LARRY E�ACwMON �N� a �o rv� oes�w MH-10 � ,GAAP CITY OF GRAPEVINE xmmnnw r-oo�w ^-ax-wo. 95516 ( THIS PAGE RELEASED FOR CONSTRUCTNIN ODOR cm APPROVE. P-N`ff Up'.. THE S-1 All TIIAE BY: ARNOLDO RAMIRIMMBPE: 1-3898 ■MLLE c.=� BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. ° IN °®°W 1 9Mm. ■ °•^"' E P I _ I DUCT LINER DUCTWORK DETAILS 2 BRANCH TAP DUCT C — / CONNECTION DIFFUSER [, , b � IIIIIIII� IIIIIIIIIIl4 I r DUCT ECTIONS TO MAIN /G \ PRESSURE DUCTWORK �/ +SUPPORT FLEX DUCT CONNECTIONSL TURNING VANE DETAIL 9 --�Ijr ;rnY L I AR—DELING UNIT MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE IC—GEN5ING UNITS e dIR HANDLING 1I75 11 FLEX DUCT CONNECTIONS AND SUPPORT GRILLE, REGISTER, AND CIFFUSER SCHEDULE FRESH AIR CALCULATIONS �Al MIT— A E. I �re I owws.. 0SSINEORMAP NALNOTES a THIS PAGE RELEASED FOR CONSTRUCTION RALW ITT. mE euILo Nc -BRoa Al.HNGoao I ,B,"OT TIME TIMES B9 W z9 BY: ARNOLD O RAMIREZ TSBPE 1-3099 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OFWAY. ALL CHANGES MUST BE APPROVED. N LU Z O a U) O �- Q] w�� Z fio i oa 0- LU �q � �~ ■m,nw. zinc m LARRY L. BLACKMON, INC. p IS mpia.un. Ilnzmua ■ tacwM-x Nprts'oElnl�s IS ■ w.rs.. ivo>r��rrnr w M000 Mechanical Plan Level 4 Cupola 3/w, -0.. MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE MECHANICAL SYMBOL LEGEND THIS PAGE RELEASED FOR CONSTRUCTION WN TH_L UN 111111111111 C OR_NN. oB.,B. �.EICT ALL TIMES 03-2025 BY: ARNOLD O RAMIREZ TSBPE: 14888 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MAST BE APPROVED. , Mechanical Plan Level 3 .Mechanical Plan Level r LEVEL 1 & 2 XVA � a16-I-o TMechanical Plan Level 1 BE INHDG— IONAL NOTES m LARRY L. BLACKMON, INC T,H.4 IS w ■ �¢cwww wMumim ■ZomarEsin zm. ■ -M1.28 READY L" 'HE NTENNED USE' OP N SHALL NE I LABOR THE GUASANTCE AN, THE TRIAL SIDE nNDIRS NAPP. INDaoervcrA(AOUTNOxIM NAVlrvcuoeo _INC LAN OEA1.RY (N C uL. ETL csn),'AN. Al.eP%LE TO THE AN, I', TNIs CoMDN�ATRCIK AFLH FLAT F RLF PR TRADES AN THAT TUP VARIOUS NTEIFERI .1 IN DELAY THE URN OF OFFER TRADC, I_ RALN LACE BEEN A"" By PROP" 'I IS ANN NAURU IN THE RESDUR. Ill. T- PE9 oaiAS STAT<o IN THE SAFE All TERM `U"NN ARM PAF`N NO NINITIIATIN P.N AID DEAN. AREAS TO11.1 BY III TO FLE CONCRETE BASE' iz. Y. EIVANw. ARETEAN,CUP DLAOT REFORN AIR PAIN'. CAi N' FARE C_ ANY. TUYJ, IN PC I11 W11E c1 1 ARCH TEST BEFORE INSTALOND ANY 801 NOT I.C. . ITTE IATTA OR U INNEW PROLISAMTRY NANu1 SY AIR I LADLER THAN THE TIRE INR— AND I. PRE ""I LAROE' III L"' DAN IF IN III- E,CALLU �uT,UR o�N �r�DU„Dry APAL wATEA TI T1 N,,LAOR SHALL BE FR"`TED BY THE MECHANICAL INTURACTOR TURN 511 "INS RAE LIA FDR UPONANUCAT, EDUIPNIII' ' TEAM INI ERU PMENT I.EPLAM TO EI AND/CAS OF.scCANYV�,D_N IN RI,ED ON TN NNFOTAP/IR W`PNEN.aPP9EaFOR'oR=TOND �I' rH Oui%2 PoHINDIIDzn9ry ne[uausR RN (C A PIT AND uncuA) oT NI N METAL BY urvcN TNIO1xry sas Gu eorry oire[crlorvs HEAVY PLAY FIL III TRIP AD RAIrT raauc, auo mm US— CAR.mIm .t mos '/= BLACNINSIDE BALA.-B . i o .'E FBI,`,I E 11 ED PPSI� .I AT II IS DIIERENTAL ACROSS DAM PER REFESENCT MI PRE�R�AENSTMO.DEL Aa/ -1 AC BRIEF CHAD DRUGHT NE_ IAIPERo;/4 N IN IN SNEETMETAL. IT,SNOOTNAI INTERIOIIA'R SURFACE ITN LDw PRESSOR£ IF T LI* PRESSURE DLIPRCDP TOAANTIALED CLL�<OS1AH SHERA;NO 41NAG. REacu(oucr I1LI1L cuss z i'��ola wc.j r�Lxie��ouc� sxALL BE IF—ARTER TYPE D(TIE F vx FUNIN DUST DAN 11ALL NOT o ITI of NCH I ECT CONTACT I. THE DUCT IRALL PAT BE IEII IRAN uCEN�/z IIxcNcs TIURI L11DOS OF orvEoiR INI.RrvD%oreOI Oc IRS ANO CAR— TO FIRE PP`RUNK w° '" oum raA Irvmscnory TESTING AND MAINTENANCE. LABEL PACT DOOl (wlTFF NH.MM II- LETTEFIroic) FIN ...... /su 111uE� INno 4 EC aEPSMO A '"A" OF 2a" CYCLE, IF ""ATIN "ALL AoI IF IN THE LOCALLY 15 OICSIND OR LESS AT ALA � OR M DITTATIN HAS AS DIED ON RED All OR NAIIII INDISIBIR GIIT FAR DUST ACIIIIRAA)I, LCCACN AID MANFULAN',AUL EACH o t.T , FOR TFAIN END' GAT NO ABE "PE°CEroP AID AIDHA'AFI RCENT AE) 1O OINTS .TN ACAR IS TURNS SOLUEN 1014T�,�ETRF SLOw sTBEAN OFIT OR.DHI NITRARI PASSING I UNIT NSOLATE SOCTON LINES ITT AND ODOID LINES MITT vz F.A.E. PLAILIC SUCHT-YA:II s zOa) .D SIMI OIL TRAPO AT F`I OAS£ BE I `aM.1 AY`oICJl IF IA—1 1 IN C� lAA1 N s CO PL E 1.1 BY TURN IF I TOP CAPACITY FNAL IMPLIES. — CONTRACTOR RITH TAF HE 'OLDER CONNECTIONS AS I OF TFI DROP ABACRATE. IF THE DA7ANCI HE ACNTR.� IN AIR �HE, BE I THAT NIIALLATON BEETS THE "I A T/E DC.IIIINC E GR lE. THIS PAGE RELEASED FOR Be�� CONSTRUCTION AITE CHIRED. N. VAR O11 APPROVED S U.N. T. NEE ON THE OOe SPUR AT ALL BY: ARNOLDO RAMIR TSBPE: I-3898 BUILDING INSPECTION DIVISION'. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. w z 0 z is 0 co w�_ I z� � w a� aBE w21. i Fw f m LARRY L. BLACKMON, DING. EN I Do) All— ■ mLU CILsESaNcmorvs ■ swew �,uvmozvt�Ltur .i. MS00 INFORWkHO— NOTES DETAIL EXTERIOR CLEANOUT score: xIs 3 Z=1 AA —=7 -IT— u) Lu z 0 lu) z 0 co LLI z Lu GATA Lj TT- M —I =A I'll— —T 11— 1� -T P.- LARRY L. BLACKM N, INC. UT--' APPLIANCE Q,45 CONN. E—LE. NT. THS I— R.L.A.E. I ........ RELEASE DOES NOT ALTH NII ANY WORK IN CONFLICT WITH THIC SURTING CODE OR —ING ORDINANCE. cl .—E. PLANI.. THE AT UL T S D-2025 BY ARNOI-Do " R—SBPE 1— NN--- BUILDING C. RELEASE DOES VT-APP�LY�T.N DII ION: CONSTRUCTION IN EASEMENTS DR PUBLIC RIGHT OF WAY, ALL CRANIGES MUST BE APPROVED. P000 Sewer Plan Level 4 Cupola I PumlelnG smao� Lcre+o I NOR J 711�11 71q-4 ` 1INFORIMPONAL NOTES CSewer Plan Level 3 3/16"= 1'-0" 1 Z 4 ,Sewer Plan Level u 3/16"= 1'-0" CWafer Plan Level Cupola Water Plan Level 3 Wafer Plan Level 3/16"= -01, 3/16"= 1'-0" 3/16"= I eLurlert� avnaoL LrvsNo CSewer Plan Level 1 3/16 1'-0" CWafer Plan Level 1 3/ib"= 1'-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 IS z fio f sa a m LARRY L. BLACKIVON, INC ■ ttNeucNxu4rtm ■zoo.aSanrt A. ■a"� P1.28 ~! IL FjLJ I II �=INFORIMPONAL�NOTES r, Gas Plan Level 4 Cupola TOTAL GAB DEMAND cGas eve Plan L13 3/ib"= 1I, CGas Plan Level 3/Ib"= 1 , 1 Gas Plan Level 1 LARRY L BLACKMUN, INC. nfemnnw r'm'"u�m-m-wa. THIS PAGE RELEASED FOR CONSTRUCTION ,zye,4 EN THTHEBUILD GCODE R Z OONINCE G..RANICT (l n,-1 CITYAPPROVEOP ON THE JOB SITE AT mn+w.s t�uem 03I252025 ■r,..snµylui-® BY:ARNOLDORAMIRIMESBPE: IJRSS BUILDING INSPECTION DIVISION'. RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ■z,o.. ALL CHANGES MUST BE APPROVED. I P2.28 GRAP 1VE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION Om DINC. APPROVEDILPT' ESZONON THE —SITE AT ALL L BY: ARNOLDO RAMI—TSBPE: 1-3898 BUILDING INSPECTION DIVISION'. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. w z F- 0 co Lu �d z X @ W L3 t z_ t Lu F � �r ■ F.�,. zim e m ■Pwlelxrv[anuTrorvs ■ cti.r. PS00 w�lr• '-s va^ s'31m 7�-a° T-i ua• o', la° N-v' - _ s'_Ib- - � was TOF aW i winnow v. a� i w�bH�E% OmTbN NIA N " n gin B B ;�'5♦� �\� is � n P+lax - 5,o aA� —A I I �Flb.0 I � a.lsm — Fix R � NA ----� ----� --- J L _ b s,ob,H b BFl ffN�"1 6 %`� � b Ax«.Iwbe RAN. 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F „ vum¢utt cAaLe F...slr✓ 03/25/2025 rm oxR'� _,� _ zo voPc p _ y,cw¢ BUILDING INSPECTION DIVISION: S BULL OLDO RAMIREINSPECTION DIVISION RELEASE ODES NOT APPLY TO CONSTRUCTION IN �Nn"� \^'SECTION SECTION abrron Wix xJ lao WTM°°iPN j)SECTION ecnbrW a SECTION EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. FOUNDATION PLAN UFSTfN t. 4" nxmt 5nW NIL CONOREE SLAx ➢� SANK IOtl K e' :o ewws sxui xs wa'moN,f sxua - - Au ea s. ae vANrx NAW sxAu ea w g+ 20"N. x 301' E � � n � a. wax u�'mEmMetlrouc"A ncE' ro PENTTwTe Iroc Y To AcwE ENN c mac o .L P¢NETRATOiOH OO�WCI^( 6"Aci�vL'D 1. I I'll 3 s NF B c PENS CY tl OW]R u 9LAP311 Att'IPI'ECTEeN. ' W AnT EWExsION E�NEPAH IR - e , W—Ex�N Nx�� awTMA�` CONTRACTOR W MTY ALL ➢IRINI S PRIOR M PURQD IP ANY D111EE5pN L. REP.1. OCCUR = C BETWEEN ENC➢i—E SLAG — -H N TURAL PLAN$. THE ARC—CTUPAL TURNS SHALL C—L CONTRACTOR TO VER6Y ANY AN➢ ALL SUECRA➢E o PREPARATION N BE PERPoRNEO AS P.NICATHO IN THE GEOTECIU'ICAL REPoRT MA THE PROlPGT F MATERIAL " arnw.�a'nitir:— cau.'�cl-�es(rvsr?o�eso`m IONING s� a-su �x so� xre¢ eAiw�LiMnm�Im j s " N �E AW aRN WW- DO _ Ei su— um PESI6N r J LL W J bz ON eE xNP s IT & " I = a J M V a a .N,F A,fiM= xllw. earoue . a.xr V J LL MISCELLANEOUS Z O Z re _ Q man O urx I<I uv"n xe sum auL eWe� uu'" Div xtlpL'"� a O 00 a WttAW. 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DRIVEWAY P05i-TENSION STRANDS S.AB 5 Q i w QJ P05T-TENSION STRANDS WHEN INDICATED ON PLAN WHERE AFRILPBLC WIEN INDICATED ON RAN (r SEE SECTION E FOR FETAL CHAIRffIED) PER WILDER _ WHEN INDICATED ON R-AN OHAIR (TIED) - - CHAIR(TIED) Q SLAB STRA > �C4AIR (TIED) CHAIR (TIED) r HAIR (TIED) - > = = _ \\ N L� c MIkELLAEE015 rvO1F5 r.: IE Y6EE MISGELLANEgY 1 0�5HEE E5 PNEd15 NOTE O o v l s o& v q N _ .= 11 i .ICI SEE MISCELLANEWS o III'.. d III SEE M:'.z'ELLANEOUS 1I-L NOTE5 NEED, 51 T T - T III = NDTEs oN SHEET 5 )� I- Lr a a^ r, ox ¶ TI ' r L 1 cores ON sxELT _I iP11 _ F 1 _T z. s POR Par f L- -I T (PTR . il-- a PO f T 2_ sANp-B FOR POLr d v q ' PGLBEAM 55TRA DONOR �, III III- III ry0iC5 ON EIyEET 51 m 1 r- p c. 115HION. i- Y `- 3 SAND-B PoR POLY -T .. Jr 12" TO T t 4' SAND G15HION. u [ N N LL 5 Ir 1 iii 7 ITT.' 2. AN6q FOR POLY a 4 SAND CUSHION. F L ro a REWIRES Isla HORz. T- TIT T_ , oN T) l_ T T _ L m _ Wi BALK DRT tp - 5'REWIR�S 2-b4 HORZ L TIE OFF 5' ND5 INDICATED ON RAN BEAM =TRANpS WHEN TOWS TOP b ONE BOTTOM) INDICAlEO ON PLAN J. BOrtOM WI ROD ' -� 5 N THI5 AREA µGTE. IF DIMENSION 60 BEYOND IS' L■ 3 MWNUN OF 12 INTO MINIMUM OF 2 INTO IIJOIC FROM WIDTH TIHE 07 WTI ROD MINIMM IAIDISTUROf 12" INTO SOIL OR WIDTH iE'GTm OWN MAN UNDISNRBEDMINiM,M OF 2501L OR WIDTH INTOWILDER M15T 15E STEM WP1L DETAIL1 M COMPACTED FILL, OR WIDTH INDICATEDONON'��PLAMN UNDISNRBED 501E OR WIDTH IRaD15TURBED SOIL R WIDTH LOMPPLTED FILL. EOTTOM WITH pE ROD BEAM 5TtAND5 VYiEN BOTTOM WITH 5 ROD COMPACTED FILL. COMPACTED FILL. ECTTOM WIT) t9 ROD COMPACTED FILL. TIE OFF 5 FROM o OI 'NDILATED ON RAN SECTION' C TI O N SECTION SECTION SECTION SECTION SECTION iBOFF S FROM EE x A Ear w FM4 CON,. MAY BE RELE"lvED BOTTOM WITH %3 Rao 2 AND FO POILY 'A, 5TRAND AB STRAND e' N' u NOTE5 SEE MISLELLANEpUS y-AB STRAND b Gly�HION \\ / DEAD ON, a W CONT.®OR(1F5 y2�. rBRILK LEDGE /EPOS, -TENSION STRANDS �� S�gND-B FON OR POLY7 ///�" WHERE AR�LICAWE WHERE APPL GABLE 4' OR MORE! TO 12 �1 _ I jl b5AAf3 LISHI©N / / CHAIR (TIED) - POS �i O 2 _ F PPP ILABLE / W�JI INDICATED LN P�.AN i T-TENSION STRANDS Xr�A R W4EN INDILATm Ory P1�ry ®'S HORIz W v CrHAIRS �JW IJN�4 GO.NT. N ! - CHAIR (iIL-0) p CAM BEYOND M5 Z Eh¢9 ®12 OL. 12 OL u 11 q HAIL ry ~ F6 _ p 1 i III III SEE M15LEJANEOIb W� III ]r Q Z (TIED) a 11 G- 2 ITT T rare oN SHEET 5I 2.5 BFOR POLY HL SLAB 5TRANP� w N4 LONi. w J/I k 4^ 'ION - 1 n J III- SEE MISCELLPNEOJS DEAD END [ w II IIIIIIIIIIIIIIIII� IIIIII III III IIIIII n� m 'I_ Ir �+��: :. � �1= • Ii" s lll W 1 �'Es oN s�€er EI Ll m w SEE MIscELLAD04 �' .I� :A rn a: h Ilh1LI -lu I SANDB. POLr BEAM sTRArDs� .-. 5LDPE 12"MIN NOM50N 5HEET SI ® �• III- - d.T�5 CU5H1011 ` TIE DEAp END- d eWND-B FOR POLY Cj ,SEE PLAN IDTH� BEAM STRANDS WIEN �, 2-w5 vt r. 5 5 D WSHION. �.." . O.CEW —� INDICATED ON FLAN W'5 ® 12- OL E W. 2_Ns TOP 5 R00 m 4 LONT. TOP a BOTTOM TIE OFF B" FROM SEE ARCH FOR MINIMUM OF INTO 1 50TTOM ,TlPILALI NOTE IF DROP 15 MORE THAN 12" A REDE5IGN OF THE M. Kw of C' NTo Boy CM WI,H y ROD FIREPLACE DIM. 1. IDTH FOUNDATION BEAM b 5TRAND LAYOUT NEEDS TO BE DONE. UND15TURBED W11 OR ulDlsnmBED SOIL oR 4 CCMPALTED Fy. COMPACTED FILL IB" BEAM � 2-55 EOTFOM o VARIES-(Bb'MINJ SECTION AT DROPPED SLAB (H)SECTION AT FIRE PLACE SECTION AT FIRE PLACE OKSECTION 1 w'DTM L-1 SECTION AT DROPPED SLAB - _� WHEN IND B PLATE a snm WPLL 10" -51LL PLA PEE MISCELLAEEOL5 NOTES BRILK LEPSE PER W IL�R q o ON 5HEE' S 2 5AND-B FOR 5.AB Si2AND WHERE ABATE OM PLAN ' BRICKS/ OR STONE INTO CENTER EN TER OFSILL PWL4 5ND WALL C FO`Y` .. N A L -- 5LA@. BRVLKS/ OR STONF�- - b 4 SAND LIYHP4 BDE� �� P05T TENSION 5 ftAND5 PER W DER BEND BARS AND EXTBJD 7-0' PER WILDER M / F rl c _ - _ = SEE HS.'ES AN�NO - - 3 00 Fu SLAB 5mAND�" - n CHAIRS - V - - t , - pry SHEE 2. -B m SLAB STRAND • 4 15LELLANEOUS NOTES 4 12^ OL /. ®NORIZ. N DOUBLE 5' ALL TALLER THAN k e 0. M C NOTE R STEM a eE,w eEYONv - oL I I IT I I 1 V - f 12 oL 2a o 4e" M RE, OF IN EMN J TIED) pT �-1 (TrPJ R III SEEM LAM RE, OF ><4 REBJNR 1 s- III III FOL 4 5ARP �5H2ON F BEAM 9TRANDS III - 4 ON SHEET 6112.5ANOB FOR Ap�GAA0D VERTIDAL a HORIZONTAL J — L J ll III x I� FOLr a a• PARP LET°N A Ia DOz _ m FI III d BEAM STRANDS U//)� NOTE, V K5®8 G V/ i m FOR DROP5 DEEPS£ THAN 4E° ��545 eD 12" a L'_ wq5 vERT. ®18"OL. SACK FILL w w (MIOALI ll1 JLOT INSTALL DOUBLE LAYER5 `.� `p4 HORZ AS REWI W MA RTILAL DHORIZONTAL m f10ft12. A 12 MINMUM REMIRET0 \-SFSMxELLANEW5N0TE5 EL Z A, Roo BEPM STRAN T I1 IiIiI1 > . RED H IQN 24" O SHEE 512 SAND-B FOR & Z = J TIE DEAD END _ BEAM m .5. 16' POLY a 4 S P CUSHION. EL, d 2->'45 NEAT VERTICAL f 111 Y2W5HORZ.OF '=) NOTE. 0 r (� m BEYOND A � . F L 111 - L _ IMDISNRBED SAIL OR M IF ciggNDS CANNOT BE NNINJM OF a COMPACTED ALL MINIMUM 12' INTO 2AM 5RED AIE VN/ 2 u45 INALLS, V i Ll.) 2-F55 BOTTOM WIDTH BEAM STRAND$ UNDISNRBEP5OIL OR WIDTH E,�� UEOISTNREED50 L OR ^3 WIDTH IF LOMPPLTE00 O F, COMPACTED FIL i. TCP b BOTTOM. Z O 0 DROPPED BRICK LEDGE P SECTION OF STEM WALL Z -:2 SECTION AT DROPPED SLAB M DEEPENED BEAM SECTION P � z o J owE NATANCHOR O > yB %B�10" y e0_TS ARE TO 5E INSTALLE[J (� LIVE OR DEAD END MINIMUM N`Y IE-0�F EA_ CcAiNER - 6" b" BEAM STRAND PLAN AND SECTION NOTES° WITHIN 12" O rxm a`.n,°xomrexrxaaxx n Co/L,f W DOUBLE BEAM STRAND) U NFT ALL SECTIONS s N WILL M APRl -E To EACH fRo.ECT. EMB T HM NT °' ""�' ""r LIVE OR DEAD END ) ON RAN SHEET. w'4i H' F5 m Co LLI W SLAB STRAND ) A E ND DR BY 2- PHAR(I I MINMM CLEW). o' 3 O J LLJ N45 HORZ. a 12"O.C. 4 Ifl ) I— ENP25 MWKAIS (OE °An END) OrzPwnL No orzE ucevrts °"p,.sawrm V L 9 � U 2XI0 FORM BOARD B 1 Elm L M R.E�vf AT LOMRALi0R5 DIY,T+PNLN. (n O S ANR2 oft ) ICATES'BFN+S 'No Oio� M = AGi P ATE xiarreetvs+:uemw. w J EIR 1112' V R MM SAro�vEeutmER BUB w qTx bMLFDLTwm OF FXJNS. LL1111 LLAMOEHORAve TO (L V% m MPJ �" N45 VHRT e 18°OL. M I�IIHII SLAG slRANp w Q i l�l�lll-I LIVE oRMAD,ANP END 4-0° 4 o DR eoLT AL " wlvzl r rT�, - o �-5LA0 sTRAw/ -1�11 F eEAM STRAND >F�P �wHeRE APPLCABLE _ AND„ �a o a UE Z uj - =_XERIOR BEAM Mry nun /2' -g o M BOLTS ARE T B 5•oc- N16111 d MV E IN w DEAD END w rH N of R bTorvr m Il N O C MAX ®C SEE Mlsc_LANEous NOTES p �/) L // —�` c-+-�e _C E t J ON ZNEEf 51 2 SAND-B FOR L> ^ R POLY a 4 SAND CUSHION. i ENDS CAN BE NA LED OR WIRED \\ N OorvCRETe. 5 LE _ Q BEAM STRAND(5)� \ REW RED w FCrvd- __ EEPM STRANDS TO THC FORM Ev^.ARCS `M na WHERE APPLICABLE B's STAKES AS REQUIRED TO EACH 6UiT MAINTAIN A 5" CLEARANCE BOAR OR w4 a- r is o '0B 24�66924 MIN 12" INTO UNJISRRBED vJIL III III- r FROM EO'TOM OF BEAM LL�GH PLAOR nro tlecument me ° �yTTOy °�L,Wa ErAr c4 coMPALTED lu. - III ul STRAND END LAY -OUT TYP. BEAM ELEVATION - °�°" fP55'FE ®STEM WALL W/ DROPPED BRICK LEDGE SALLP EFo .RI-1 I "�'N°""EN ERFA— w TO LAB A� ErAI� BRILK LSE sl S2 M _ r. eel GRAPEVINE BROWNSTONES, LLC m 1A CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION �/, VI W - REw STMoa HoN. DEloaaoN NG ogoIN N� T GRAPEVINE BROWNSTONES - PHASE II N LW/ w IL CITY AP- w e.e m ee uc l Luc uv niic.T 0312512025 235 E.NASH STREET (BUILDING 8), GRAPEVINE, TX r, t a BY: ARNOLDO RAMIREZ MERE: 1.3858 BUILDING INSPECTION DIVISION: TO PLAN: BUILDING 8 M Z I RELEASE DOES NOT APPLY CONSTRUCTON IN EASEMENTS OR PUBLIC RIGHT OF WAY. U w ALL CHANGES MUST BE APPROVED. j - 25G5 N. Plano RoaE RpNartlson, Ta. T8082 R _ LLB i g CHILE),RESS Z O a , ENGINEERING SERVICES U) o O 3 9 � m m REVISION LOG 0° t w REV.# DESCRIPTION: DATE D 6Y N o Z Naa..E,m aNa. s a C7 3 k SHEAR WALL PLANS OB m O xRecxx W(ri1 /Y IFD j UNIT Lb �in��ar up s¢n�est� �� q�xolnym urn y c z z my sue Mmn A ScEGTION y p` �1 GA@,#GE DOOR OPENING DETAIL IWFI acsiwu c 9F B SECTION UNII L/ UNII Lt$ s Vl TM[rr000—Tq . � sw wu as $ DETAIL _ I N� Ww Jw t7 v V f1 sEo°aa� U � S B LU BUILDING INSPECTION DIv510N�B RFU DOES NO —PLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGR1 Oe WnY O %% ALLCHANGES MUST BE APPROVED. n F z i. p 3 LU LLI a T I ttaa Rrx S— E 0artou OF 4 oau-�irnnmm �uvenn esimn�ilrs u�o¢os s. naaw rc«mc swi canNwus )nwucH enxtt ww. 1ST FLOOR The seal .....ring a this docanent ras authorized byy Tony H, Mare- PE. #72029 an 10M7/14 (Record copy on fte) 4�ZS EIS OF if EIPO N ONY/H GHILDRE550 7202,9�ped SE 2e 10E Opp�NAL�He� F 7422 _ This document may not be changed .e.. In any fashion W hoot permission from Tony H. Childress, RE, ,swl SHEARWALL I2EY PLANS agge iY' NU C ( �, L r � �aE o�M I��al p >s�r ttt� �ar e e UNIT 26 UNIT 27 �j�- ��xoemm �^ 6roeeiwsmram r�nmmu - tE Ot O R NGR: AY k�FAIMfI 1111N _ _ � e urw rsm ae m O nn LLL1.LL.,'� co I bll,�K(fk �le.CbK lnrwmm evowwn sHOR OPtION um, mr �i N Lu T GIE2k�lfk XFlfIY E(k4 b,Ek§4o lW d4f.dGIDl narioN� ��.'• �.,A, I Z y FIGURE R602.10.6.4 - METHOD CS-PF. LU a [ rCONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION The seal oppe ri gg an ethis document was uthoriz d b P S Tony H, Chlldress, P,E..111A UNIT 28__---- 4 fR�l'il l`. FI`4 1,\�/) on j=7124 IReaord copy on NO oef a iR 8 vAI;E RELEn xsmucnpR OF,pc sS6So OF o� � o n _- 002 G� pe 's mr eeu� ui,reisa _^ a IHry ONY/H GHILDRE55o 72029 pyCO i 9 x NIXDO RNM61li�'.�GBirt prWne nwvs�o GIS12o p4�uoouo�`� F-7422 _____ FAS.ER A —ICES must EE AvvRovEo 2ND FLOOR This document may n t oe changed In any fashion without permission I from Tony H. Chlldress, PE .SW2 SHEAR WALL P ANB o- 9 �� UNIT 26 `" UNIT27 UNIT 28 P �pay6 m nwn I ENZu -Mx lmPwls Nm�GmoxRefw05ncxu(mvuoS VGNEERED PANEL BLOCKI1 xmny. —O IWAW m OP ORAPEwxE TN19 FAO! RELGSEO FOR CONSTRUCTION RELEASED ES NOT AUTHORIZE ANY WORK IN CONFLICT YVHN THE BUILDING GZONING ORDINANCE T—APPROVEDIPTOg. IPT NTNEJOB81— 032S-25 BY: ARNOLD RAMIRE2 TSBPE: 14898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE AFFROVEO. —O wu w�iNxM'"�az sam a%s.+E awiwa.�oox.� (.—Bea m1 OU,fJNEERED PANEL BLOCKING(TJI JOISTI 3RD FLOOR J J Cn r w w Z = co co z w 3 w w a [�(L The seal appeoringg o this ` ' t docunent wAs outhorIZEI byy Tony H. Childress, PE. #7249 on 1@B7124 (Record copy an fle) 1d s f-�oo�ocate ap FRS of d ONNH: GHILDR.. j C 72029 adO:�GISFck.: °00p°�>noda� F-7422 This dent not be chonged ..�. In any foshlon without permission from Tony H. Childress, P.E. .$W3 SHEAR WALL. RL vas M. UNIT LC UNII Zf UNII ZU Ln M V W W '•, O Z FJi w LD U� WR—E DOES NOT AUTFORIZE MY WORK IN CONFLICT PLAxs��w�Tox J _ w DiR513035 J u W BY BUILDING INSPECTION DIVISION- Lu L R GONSTRUCTION IN z — >>> % EASEMENTSO PUP_RIGHT OF WAY O ALL CHANGES MU aT HE AVPNOVED. U) C _ 9 Lu —� 1 K � a y � 4TH FLOOR The seal appeoringg an this document xns authorized byy Tony H, Ch0.dness, P,E. M72029 an 10107J24 (Record copy an R0 q�g' f,�Sp4OF' If°O �RL N E o i ooi gym„ "o, oi�ry cw�or�sso" op "' t,72029a:e C°0 tS'2�e °a00p°�oomao�� ----- F-7422 _ This document noyy n t be chonged .er. In any fashion xlthout permission Iron cony H. CMldress, RE, ,SW4 HOLDOWN SCHEDULE SHEAR WALL SCHEDULE ""'" m�xam �u w,exr.z 9. n, .x�xwx w.x .m,E,wxe� ,wol.R, . larl nr aot,amw.,E IZ o- xo„-sous � 9<� m'M Iaa.om an,m.�w.,,rw�owww wwm w Nw.>e xN,o ma.>.om- . aB, ,mxa�a.,� m xolw.eoua ,«m e< „w: mm.oan w..w.a„rmwm,ex. "" rewuomn ,^roa. . » ,mw.N.,mxin � N. RTleaowNca«ecd�l�s�a I ma uav Nmmm at ,ucxsmwlu � li�l - ww�xw nM[eI c m ,sawn w.tmss'1 n Ro[ara¢I m-tmccww,xws Iw cd *Aral axes'iswat[ ♦ uz ,safw,rynmv,.r1 II is cus,e,e xma ewrmwrwmxou er rvm ,u. al rw_vwemo ? uisxme ] � xwt N.,va'n 749 Ta ws r m e,m ,mweuswxaas sr fW v scx[o�w,rn '.� n Roc avacel tea m ,mcwxw,uacs v I�wsrnwl n'a ,ncwlaanrva�ew wea. it TM, � sm e.mmstuos wn aaa rus we ww¢sxx,ecwxsnow[m,rroTx[wxisnmarr-acaroexwecwwcnan�[ore®asw¢ RoccrvR:l � srvoav� xu � csl m. Ilex w�l �IINieAloawm�mLL�..,fmR�c I am�wm mm m- wm.� Nw..�w m�ww� ia,»awmm,�o�wemma,�xm xo.»o,amw i.,�,m w,.,,�.wro�m, �R�, I r��nmwm��mw.ew.a.�woow,.�wa ra,wroxwmxxmsxmw.,.w.en. nre.a®,em rwu a.re usromxuz.. ou.uaewor wuummw.m.a.ut xz,ne.,m.o,larxrLwo.,m.o.�w.t,v,a+a,,msw.enx om+w ,,. ,ww. Ime.w.�wxsPn vsu,ssruPeewoc. mnenlanwuimcxonu. '—xD rwslmnormm�,eoc ` diem ncrn s,awslswwroas ail � � wwxanmw�vt COMPLIANT WRH: 2021 IRC ULTIMATE W IND SPEED: I Is MPH EXPOSURE CATEGORY: S i9 € s �u € o. W 5 f .w�m.14a er AaxcLDo Run rlaaee ' Q z LDING IN— CDMBION BUIb. TION I RunDOESMnDNw m J w DRPueuCM WAY. rsA ly I Z_ U� W €d.l zZ g 0 a w Ly W N Z 4¢ a C The seal opp.Hri a this Va do.....t ras authorized byy Tony H, Mons- PE. M72029 on 1=7124 (Record copy on flte) ZZ f,�S oeol fop N q 2 G� 7002 �, ONY/H GHILDRE55o 72029 :fie F-7a22 This docunent noyy not be chonged waR. In any fashion without permission fro. Tony H. Childress, PE I SW. SCH1 STACKING MATERIALS SEE ENGINEERED CUTSHEETS rIp �I 2FL BEAMS j Fab Type 411,11t, Plies Product Length PIotID FF 3 3 1 3/4" x 11 7/8" 2.OE Mlcrpllarn® LVL 21' O" BMB FF 2 2 1 3/4" x 18" 2.OE Microllam® LVL 10' 0" BM4 FF 3 3 1 3/4" x 24" 2.0E Microllam® LVL 22' 0" BM6 2ND FLOOR TRUSS LAYOUT NOTES CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE GOES NOTAUTHORIZEANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. /112512025 BY: ARNOLOO RAMIREZ TSBPE: 14888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. :1 ItJ" ib ru Ili 3FL BEAMS j x j Fab Type Net Qty Plies Product Length fttID j U j FF 3 3 1 3/4" x 24" 2.0E Microllam@ LVL 22' 0" `13113 j 3RD FLOOR TRUSS LAYOUT ***IMPORTANT*** 1. Nstomer u responsible to verify that the product Builders Fuse Source is far dwevsioval and 3 R is Ne respovsibdity of Ne customer. builder, building desigpec, FOR to lighting 5. Adjmt Imes spacing as -niv I m avoid ell plumbing drops, f fl— and HVAC ductwork. Do NOT B. This placement diagram u for lacehon and Gaming proposes ONLY Lu9Betlov bracing is the the Stronabac C Bracine s Providmg approved aB ev--requuem— needed far the sn o, as weB es amhrtccl ar spxify any recessed locetiova. BVAC requirements, andlm mechmieal ctsae sizes place cut alter, or drill ANY atlucmral member of a doss eWess specifically and respomibJity of bnatler. elaasa mfec m ma BCSI for bracing rechviyees am It is recrounnended that trusses are braced with a MINIMUM 2x6 Strongback g all I«al and muvmipbty staNtes at We Ivicehw Ne h being butt BFS does bmldtng deagn, and —hvvs. Umler vv cbdumxtavices u Bulders First Svmce M, for hgh' i reneea, dmtwmk, pmmitled by the wss desi� draaavg. remmmevdativns. every 10' (at vertical or added block) and/or as directed by the FOR or Builder pmJttt not perform only comPo desrYy as dhanM by the cusromtt budder mono g rf or meahaniaal chases mdess requ CLEARLY spemfiad AND _1 fi Trvssea avd/m beams are voi deigned ro support masonry 9. Do not veil oc screw through horizwtal aphce plates of floor ESPEC7.9LLY over large open areas for ceiling uniformity. regismr� mcluteu ac Evgveer of Retard Rv the Rajeal. coordmmed wild B Y Source P- m wss Cbncaliw of �Y kind Lintels m older mawvrY suPPaR%are to be sued and provided by others. busses 2. Bmlders Fust Smarce is no[ responsible for determining whether 4 Under na chcumstances is -II First S— m their truss H1 F,1 all fustevcc holes in hmgcrs wild fastttmr types spmtiad in Bottom chords should be leveled prior to onaching bracing and the smrvM1ure built by means of wmponrn[s md/or enginttxing xaPPhea by Baildea rims soame manx xIol ' rovory, evgmev the Engineer of Racod foe ANY Proj- F. Areas vat covered by hares are to be field flamed by others the rorrespovdmg hangs: Refer I. Simpsw Stlovg Tie catalog for tables. should be installed during truss erection per BCSI-B] reconmrendatious. �yman=aror muoiciPalm codex. regulations, or aaaenamax. DATE: 01I031— DESIGN HY: LC cat PSMAN: UANNY O. REPRBSENTS LBFT END GP AS DEPICTED ON TRU55 DRAWING JOB NUMBER: TM SCALE: 14. = I• 1dEV15lONS: DATE: REMAItRS: HANGER LEGEND HATCH LEGEND IllIV24 Aeexoval.s (A) LU5410 I-) FA BEAM 1 LEDGER (, LU.I,I (0) DJT. BEARBJG WALL -2 CO (IS) HVAC; STORAGE TBACA22 (o) O NUCHANICAL cR&sT s- (E) HU414 (b) o GI@DBRTRDSB FT-1 FO HGU941a (0) STEEL I -BEAM ROOP DECK TRUSS DESIGN CRITERIA STANDARD DETAH,S BviWiug Codes; iB TCU TPI2N I TCCL(PSF): 01 ® 10 TCDL IPSP} 25 — BCL1. (PSF1: 0 — (esO SP): 135 _ Truss Depth:20"IIP LaL Mu DaF1' 3W Max 1xR26u NOTES STACKING MATERIALS ROOF DECK TRUSS LAYOUT NOTES SEE ENGINEERED CUTSHEETS DECK BEAMS Fab Type Net Qty Plies Product Length PIYUD FF 3 3 1 3/W' s Zd" 2.0E IAj—IIam(@ LVL 22' 0" *BMI-D I NZI ELI CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASED ES 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 TMEB. D312512025 BY: ARNOLDO RAMIREI TSBPE: 14898 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. * IMPORTANT - REPRESENTS LEFT END - TRUSS AS DEPICT® ON TRUSS DRAWA'G DATE: HANGER LEGEND HATCH LEGEND Llnv2a 1. Nstomer u respomible to verify that fe product Builders Fuse (A) Ill. W) FA BEAM 1 LEDGER -- �°c\�J LUS26 (3) BJT. BEARBJG WAIL (C� HU826 (,g) ®xvpc; sroxpGe (D) HGUS2fi-2 (51 O MECHANICAL CHASE SHEET (E HGUS28-2 (07 GIltDER TRUSS 1) F THDHdld (0) STEEL I -BEAM FT1 3 R is Ne respomibdity of fe customer. builder, building Adjmt boas spacing as -nu ro avoid WI plumbing drops, 8. This placement diagrem u for Iecehov and Barring puryoses Stronabac BTAcine Source O pcavidmg is approved far all dwevsioval and ev--requuem— needed far the s..o as — O desigpec, architect ar FOR to S fy any recessed hghtwg lacetiovs. BVAC requirements, andlm mechmieal chase sizes f place flues. and HVAC ductwork. Do NOT cut alter, or drill ANY stlucmml member of a doss uWess specifically ONLY Lu9Retlov and bracing is fc respomibJity of the builder. Please refac to the BCSI for bracing Mchviques and C It i5 recontanended that trusses are braced With a AHNLVUM 2x6 Strongback g all Iocal soil muumipbty staNtes at We locehw Ne and —hvos. Under uv chdumstauces u Bulders First Svume permitled by the wss desige dmwm�g. recemmevdatimrs. 10' block) directed by the FOR Builder pm/ece h being built. BFS Mes not perfnn bmlding deagn, Duly component desrPy as dhvnM by the cusromtt budder responable for hsh.g inrederenees, ductwork, or mechanical chases udess regti 6 are CLEARLY spemfiad AND ns fi Trvssea and/or beams are voi dnigved ro auppart masonry 9. Do not veil oc screw through horiz i sphca,]Be of floor every (at vertical or added and/or as or ESPECIALLY over large open areas for ceiling uniformity. re8ismred mcluteu ac Eugmeef of Record Rv the Pujeel. covrdmmed wild B -W Firsi Source paw m was Cbncaiiov of �Y kind Livtels molder mawnrY sup ,N ere to be cited and by others. busses 2 Bmlders Fuss Source is not responsible fr determining whether 4 Under na chcumstances is B First Source m their truss provided 10. F all fastener holes W hmgcrs wild spmtiad m gottam chords should be leveled to onaching bracing and the smrvM1ure built by means of romponrn[s m 0/ evginttxwg supplied by Builders Fast S] nrens stale, wunry, m f. cvgmev the EVPjveer of Recoil t'or ANY proje0. 2. Areas vat covered by busses are to be field Named by others I. sfin—types the rorrespovdmg hanger able. Refer I. Simpsw Shovg Tie cemlog for tables. prior 5110/lld be installed during /Y/lSs erection per BCSI BI reCO/I]nlendal/O/IS. airy,rand/os mmicWalirycodes, reguladous, or uddendunrs.