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Home My WebLink AboutTH2024-004448Residential 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 7 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 Ihopkins@cadencehomestx.com Pre Pour Type Inspection Slab is ready for inspection? Yes 02-05-2026 02:30 PM Page 1 of 2 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 SCHAUMBURG 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. �5 N sW/ �r.,y� to /-S-zoZ �'j• ar00 qT� OF TE 8432 BLUE HERON CT.., FORT WORTH, TEXAS 76108 TEL: 817-991-0132 EMAIL: m 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 1�i 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 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 City of Grapevine �SYSTEMHAUSE Residential Energy Compliance Path 'u101N"OLNC; B01°1001dP5 Energy Code Requirements of the 2021 IECC (IRC) as amended NmenwanNG." Submit with application for either p'mmn 0 A building permit OR ❑ A Certificate of Occupancy Project Address: 250 E. Dallas Rd., BLD. 8, Unit 27 (1 Grapevine, TX 76051 Project shall comply with one of the following: ❑ Option Ill— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104) 9 Option 42—Total Building Performance Compliance: Section R405 (N1105) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI ❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2 Note: The HERS® index is not validfor code compliance. ❑ Option #4 —ENERGY STAR Certified Homes® R102.1.1(N7101.4.1) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2 o Includes compliance with requirements from Section R402.4.1.2 (NI1024.1.2), R403.3.3 (N1103.3.3), and R403.6.3 711103.6.3) Note: Each 1-and 2 family dwelling shall be tested. ❑ Option If5— HB 3215 (87R) Home Energy Rating System Index Compliance o Includes compliance with ANSI11RESNET/ICC301, as it existed onlanuary 1, 2021. o Includes compliance with the Mandatoryrequoureenis of 20181ECCSection R406.2. o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4. Attach appropriate site -specific design compliance report and inspection checklist. Name and version of the compliance software (if selecting Option 2 through s): IC3 current I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the minimum requirements for the compliance approach selected above. Agency and Certification Number: SySte0lhaUSe - ICC 860592 Signature of Responsible Party: _,ALI Printed Name and Title of Responsible Party: William S. "Stall" FOlsom, LEED AP Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a commmee of the North CentaI Texas Council of Governments (NCTCOG). httos://www. nctcoe.ondenvir/reeiona l-buildine- codes/amendments. Single Family House Energy Report Project Details Project Name: Cadence_Grapevine Brow Builder Name: Cadence Homes Builder Phone: 214-341-0058 Builder Email: stan@systemhause.com Address: BLD.8,Unit 27 City: GRAPEVINE County: TARRANT Zip: 76051 Certificate #: 1341993 Date Issued: 11/8/2024 Notes: <<<Phase 2 »> William S. Folsom, LEED AP ICC 5211469 7 Emissions Reduction NOx: 3 lbs. Sox: 6 lbs. CO2: 5,108 lbs. 24% Above Code This single family residential project was found to be In compliance with the performance measures described in the 2021 IECC with R408.2.3 Reduced energy use in service water -heating option (DHW UEF greater than or equal to 0.81) as calculated by the Energy Systems Laboratory, a division of the Texas A&M Engineering Experiment Station using IC3 version 4.6.1 ENERGY SYSTEMS LABORATORY OF TEXAS A&M ENGINEERING EXPERIMENT STATION The values produced aregenerated by the DOE-2 building energy analysis program. These values do not constitute a guarantee of actual energy usage by ESL or TEES. IC3 performs the hourly annual energy csculatlon N accordance with the International Energy Canservallon Code Section R405, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of the heating/ cooling system. Authorized Signature: �k 1��:: <9�ouro"cas Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence —Grapevine Brownstor Pagei of3 General Numberof Bedrooms: 3 Wall Cavity Insulation: R. 23 Wall Continuous Insulation: R. 0 Orientation: North Windows SHGC: 0.25 U-Factor. 0.35 Roof Cladding Type: Composite Shingle Radiant Barrier. Yes Sealed Attic: No Rooflnsulation: R-38 Attic Area: 1045 sq. ft. Cathedral Ceiling Area:0 sq. ft. Flat Roof Area: 0 sq. ft. Wal I Area Neat to Attic: 0 sq. R. Foundation Foundatlon Type: Slab on Grade Foundatlon Insulation: R- 0 A/C SEER: 16 Tonnage: 5 Project Information Structural Floor 1 Exterior Finish: Brick Floor Area: 407sq. R. Stud Type: 2x6 Floor Wall Helght 10ft. Stud Spacing: 16 in. Front Side Length: 22 ft Right Side Length: 23ft Mechanical Front Side Window Area: 36 sq. ft. Right Side Window Area: 0 sq. R. Fron[Side Shading: 0ln Right Side Shading: 0in Blower Door Test: 3 @ACH50 Back Side Length: 22 ft Lek Side Length: 23k Ventilation Type: Supply Only Back Side Window Area:0 sq. k. Left Side Window Arw:gsq. R. Ventilation Rate: 80 CFM Back Side Shading: Oln Lek Side Shading:0in Ventilation Operation: 24 his. Floor 2 Fan Power: 21 Watts Floor Area: 1036sq.ft. Area over Unconditioned: 629 sq. R. Fraction Outside: 0.9 Floor Wall Height: 12 ft. Duct Tightness Test: 1 W @CFM25 Front Side Length: 22 ft Right Side Length: 42ft Supply Duct Insulation: R-6 Front Side Window Area: 84 sq. ft. Right Side Window Area: 0 sq. R. Return Duct Insulation: R-6 Front Side Shading: 0 In Right Side Shading: 0 In Back Side Length: 22 ft Left Side Length: 47ft Back Side Window Area: 90 sq. ft. Left Side Window Area: 0 sq. k. Heating Back Side Shading: 0 In Left Side Shading: 0 In Heating Type: Natural Gas Floor 3 Heating Efficiency: 0.8 AFUE Floor Area: 1045 sq. ft. Area over Unconditioned: 9 sq. R. Floorwall Height: 1 oft. Water Heater Front Side Length: 22 ft Right Side Length: 47ft Water Heater Type: Natural Gas Front Side Window Area: 54 sq. ft. Right Side Window Area: 0 sq. ft. Energy Factor: 0.81 Front Slde Shading: 0 In Right Side Shading: 0 In Size: WA Back Side Length:22 ft Lek Side Length: 47ft Burner Capacity: WA Back Side Window Area: 58 sq. ft. Left Side Window Area: 0 sq. ft. Back Side Shading: 0 in Left Side Shad Ing: 0 In Ma .606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of Estimated Annual Energy Usage Proposed Peak Electric Demand: Proposed Total Area Lights: Energy Usage Category Pumps and Miscellaneous Ventilation Fans Mechanical Ventilation Space Cooling Space Heating Domestic Hot Water Site Energy 3.2 kW 1,055 kWh Proposed Design Standard Reference Gas (therms) Electric (kWh) Gas (therms) Electric (kWh) 0 88 0 88 0 1,007 0 1,262 0 185 0 173 0 2,784 0 3,341 264 0 422 0 97 0 97 0 360 4,064 520 4,864 Conversion factors: Site to source factor. 3.16 for electric or 1.1 for natural gas (SCC 2015 R405.3) Unit:1 MMBtu =10 therms or 1 MMBtu= 293.1 kWh Mm... .606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 3 of MiTeko MTek, Inc. 400 Sunnis Ave , Suite 270 Roseville, CA 95661 916.755.3571 PIMILI111111P] The truss dmwing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Carmllton,TX). Pages or sheets covered by this seal: R85361575 thru R85361624 My license renewal date for the state of Texas is December 31, 2024. Texas COA: F-12513 R F-12513 November 15,2024 Hemandez, Marcos IMPORTANT NOTE: The seal on these truss component desgns is a certficahon Met the engusm named is licensed in the iunsdictiou(s) identtred and that the designs comply wM ANS1I 11_ These designs are based upon parameters shown leg , loads, supports, dimensions, shapes and design codes), which were glvente MiTekor TRENCO. Any prefect specific information yxii ed is far MReks or TRENCO's custumeis file reference purpose only, and was not taken into account in the preparation of these designs_ MTek or TRENCO has not mdependenfly verified the applicability of the design parameters or the designs for any particular building Beforeum, the building designer should verify applicability of design parameters and property inom mrate these designs me the overall building design per ANSI fPI 1, Chapter 2_ Jab Tn Type UNIT QAN Am01 ROOF SPECbll SUPPORT BUIIaers Firslsaxee (Ceo ,Tx), cxmoBon, Tx- 5006, 'aa 11 2 "1= � 1PN J IUf Ss�� ) R8536195 Job Retere c219pIs0�' , Ix Thu Nw 11 Pt ED 292➢24 Page 1 630s 262➢24 MRei fidL IB:VuBm YgWHsxc6NHys8 mB 7FTCWsB]OHg3NSgPWL6 3ulT GMDoIJ42JC'JI 66U 66U as II 3 a 6 ] b 5 a4 II am II Me= era II I PMIe Otiiets(x Yl- 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% LIUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or2x4 SP No 1 w2W SP SS TOP CHORD Binomial wwtl sbeaddng Ulreclly applies a 5814 oC Wrins, BOTCHORD 2xa SP 1650F 15E or 2x4 SP Nar aw SPSS Cxcept eM veerOcaIs. WEBS 2x4SP No3 BOTCHORD Rigid ceiling Olrmay applied or 5oc Grading_ OTHERS 2x4 SP No 3 REACTIONS. All bearings"" (Ib)- Max Ho¢ 8=]1(LC 29) Max UpIM AIIuplMlDDlborless tint(s)8,5e ep[6=-1630(LC30),]=1663(LC2]) Max G2v AllreaotioW2501baless MlolM(s)8,5erxepl6=1]42(LC31),]=18W(LC3a) 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, Vup=115mpb D, scandal gust) S VasOimph. TCDL=6 Opst, BCDL �=6 0psf, hft. B-MIL L=MIR Cav�2ft Cat II; 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 forwind UMsmoepMneoe Nebussonly ForMMsex sestowud(wWalto MeF ),see SYaMamindusby Gable End DMaus as applicable, or Commit qualMed buMmg designer as per ANSI TPI 1. 3) Pmvue adequate d2lrege to prevent vmler priding 4)Cable requires wnbnwus bmum tlmM bearim]_ 5) Toes to be Wily sbeaMed from one Fece or securely braced 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 memanical corm¢ on (by mN s) or Wss W Ma pbo capable mwMS W mg too Ib upl0t alpmME) B 5 except (VIm /...............................I 6=1630,]=16W /MARCOS A. HERNANDEZ 10) This wss has been Msignes for aRoal ding load or 300 pft Lumber DOL=B 3N Poo, 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"Msm,PaMmetrmalaREAD NnTexnNHISANDIN<LuaDMEEREFERENCE RACE alro,MI. ,LAW,aerORE 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�elaumog component pamu �Ovw+.' eommcenenaom) 916]535]1uM1,TE 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 A 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® Jab A03 Tess Type Dry PIy QANm Bl' R8536t5]] ONIT-02 A03 ROOF SPECWt GIRDER 1 2 Job ReterencGlgq� ) Builders Firsl3aace (Cart ,TX), Carto6bq TX-5006, 630s 262➢24 MRei fidLsOifs lx Th. Nw 1,111 50302➢24 Pagel ID:VuBe YgWHSXc6NHysBXOznnR7F WsB7OHg3NSgPWL6 3ulT GMDmIJ4 JC]I 1T2 Gatz a8n 1" 10 12-1. 15-1-0 112 .18 z-1-15 2-1-15 11-C z-s] 5®n =t 253 025 12 3x10 = zx4 3xa = zx4 axa = .4 11 4x5 g 12 2 3 d 5 6 13 ] 1 0 9 1t 4x8= ]xYb= Sv&= 8 111 4x5 - IT4 2 6b12 LOADING her, SPACING- 2— Can TCLL Turn P61e Grip DOL 1 anTC 031 TCDL 250 L.. COIL 1 TO BC 048 BCLL OB Rep Stru Ina NO WE 0Bt BCDL Joe Cone IRC2021RP12014 Nunn, MS LDMBER- TOPCHORD 2,6 SP 240OF 2 BE or2n65P DSS m2x6 SP M 31 BOTCHORD 2x6SP2400F20E or 2n6SPDSSOr2x6SPM31 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 Ved(LL) 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 veNrals. BOTCHORD Rigid ceiling directly applied or l OO-0 cc branng FORCES. pb)-Max.CompR.lax Ten-AOtorresb)orx 250pssexcep(wnensbowrt TOP CHORD 1-11-671/56, Y-2-493od) 2-3=10515r661, 3 1050&663, 45-69931430, 5f,=.6989M32 ]�]13151 BOT CHORD 10.11=S21r]289.910=G 9165, B-9=294M362 WEBS 2-11=]66]/5182- MIT, -2VaE635,3-10�0M135410=1ISM 71Y, 49=2]8W0], 59- 339/59, 69-1991123, 6 40930 NOTES- 1) 2-pty ass to Be cemmaed together vMb 10n in 131 NY) nails as Mlows Trip clwNs connected as fi0ows 2u6-2 rays staggered a103o oc, 2x4-1. M o9a oc Bottom chains cane tal as rollass: 2x6-2 mws Maddened at 030 oc Webs connected as!allows: 2x4 -1 now at 0-9C cc. 2)Mlendsareconsideredequallyappliedtoallplies,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 IS), unless othawse indicated. 3) Wind ASCE 7-16, VuV115mph (3-second gist) VasdSimph. TCO1=6 OpsE, BCD1=6 Opsf, b=30d B-1511, L=MIR eav,5ft Cat IL Exp G Endi seq MWFRS (areclanaq; canbleva left and right exposed, end vertical left add right exposed; Lumber DOL=160 plate grip DOL=1 SO 4) Pmvlusde adequate drahege In prevent yrala pondiig 5)Thfsbs has a n desgned for a 100 ps1 WHom coN hve load noncoradent with any ones lrve bads. 6)' The Miss has been designed for a the Wit of 2okof 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 unrest 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 gwlced suMcha ion supped ancaNated roads) TOM) In down and 51 lb up al 36q and t 000 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/selected of,son mnntun device(s) Is Me espwaibady drollness LOAD CASE(S) Standard 1M,u.d-dadaI Own MARCOS A. HERNANDEZ ....p...................... p.... 113878 COR F-12513 November 15,2024 MiTek® Jabmss �Tmss Type UNIT-12 R03 ROOF SPECML GIRDER auime Fimiswxea(Cauu ,Tx). cartoylon. Tx- 5006. LOAD 0113E(5) 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 P q [R85361III 1 630 s L 26202E..1 6 dI1p�1p ;V, Ix Thu Nw 1E 1050102026 Page 2 U)VUBmd YgWHs NHysBM-s 7FILMSB7OHg3NSgP,L8w3ulT GMDu]JEJCW roea sa.ewan,se. MiTek® g,�evmom°p,enm��-N ,�.—1 Jabvss Type Dry PIy R8536t5i8 DNIT-02 A04 �Tvss Mo�mpeN 2 1 BuiMers B.Seurce(Carta ,TX), Caution, TX-5MS, Job Reterence[p Ij Bl' 630s 262➢24 MReKiKdLsOiAS Ix ThU Naa 141450302➢24 Pagel ID VuMv YgMHs NHpBMmnR7FI sB70Hg3NSgPWL6 3ulT GMN DC iJ4 JCa 29-0 S28 i$8 oci 3 1. 1. 29-0 238 M8 2S8 2d8 }AU a =121x bx tz 2 4 2K4 II yI g 2 3 4 1 -4 II ss - 3x4 II i 9 IVI 5>5 = 1 1.. 114T 18 411 0 S2-8 LOAGING (psi) SPACING- 2-DO C51. OEFL. In get) Met Ud PEAlE9 GRIP TCLL 100-0 Plate Gip DOL i 00 TO 043 Ved(LL) T 16 310 >999 480 MT20 244/190 TCDL 250 Letter DOL 1 W BC 079 VeMCR -021 310 >839 240 BCLL 00 Rep Strgs Ina YES WE OW Hai(CT) 007 8 Na nh BCDL 100 Code IRC20217F,21314 Matti -AS WWULL) 005 S10 >999 240 Werght 81 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1aWSPS8 TOPCHORD Shu[Nml wood sheathing directly applied. except end verhals BOT CHORD 2x4 SP 1650E 15E or2x4 SP No 1 a 2W SP SS BOT CHORD Mind ceiling directly applied. WEBS 2x4 SP No3'Excepr 1-11 2x6 SP 2400F 2 CE or2a5 SP DSS or 2x6 SP M 31 BeACIIONS pae) 11=058,8-0 8 Max ii. 11=81BO9) Max Uplid 11=1vdLC R, 8=-109(LC 9) Max G. 11=2019(LC 1).8=2019(LC 1) FORCES. (Ib)-Max mpMax Co.bF s . Teo- All 250 Md orexcept xTovm en sb_ TOP CHORD 1-11�35AEI 2�3739/8(Q 3d=3738810, 45=-3572[779, 56=$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 mM CC Cmur(3)Ase, onbleyer left and right exposer, end We Left ad 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 truss has 3) Thes been designed for a 110 pef Wftom tlw1M rive load norawncurteht with arty ocher 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 Mof by 2-OO vide wN ht between MeWBam drool add am Crux meanders 5) Provide Mechanical connection (by alas) of boss to Ilearilg plate capabe of VnthstaMmg MD IN uplm atpings) except (t=b) 11=106, 6-109 i 6) The buss design requires Nat a mbtmum a7fl," strucb2l wood sheathing be applied ddetlly to Me top cMN and 10' gypsum / z sluhock he applied My" Ne Whom chard j n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA �d p.�metrma4n��Tesn. re5 nlLnan.nexnaene.eeP. aernneuse. MiTek® ny traog m%vmn> aided 9ueance rega title �� u ww msH ouaiy'cn amtiwnalwm'ePumtunl andacsiau, aheump,-io Soolylnrmm,o- �pue rmmve snoM�elauMog compvicenu pamu Ovw+e' eommpopeeaom) srci51nI1.oc.s— Jab Tn« �Tvss Type Ory PIy QANm Bl' R8536t5I9 DNIT-02 MS Ja kClnsetl 6 1 Job Rol'.ff Gip ) MdM—Flrsl3aace(Carr,TX), CaroObq TX-SDO6, 630s 26ID24 MRei iKdLsO�F's Ix R. Nw 1414503t 2➢24 Pagel ID:VUmv ygmHs NHysBM-nR]FIC'MSBTOHg3NS,P,L6 3ulT GMD.7J4 JC' ZSt sLLtt ]ba 3413 1227 "11. 281 14a 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 T 7 D e 11 bee = sen - sre - vor - 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 PLATEB 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=-3358rr47, 56-33610751, T�299/86 BOT CHORD 1O1I�DcI282,9-10=-9223825,&9- 272124 WEBS 211=2689635, 2-10=30V1524,&10�169.41D-3WV128,4-�901179, 5 9—MeVlME 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 mm�.mmatrmmdn�anTesn. Ms nl Lnan.nexnereneaeeN. e.,.,,re., ,aanneuse MiTek® ny m%vmn> weceMa 9ueab—miJtle�e o ww rysH ouailyen amtiwnalwm'.Ptrnunl Oc.B eomm eaaom) and ocsl Ina, comvonem salary lmmm,dm �pue rmmve Swianlaumogcomp al pamu are]ss1nllunews— Jab mss Noss Type Dry PIy 8l' q R85361580 DNIT-02 AOSA JACK -CLOSED 1 L Job ReterencGlp� ) Builders FlrslSaace(Cart ,TX), Camara, TX-5006, 630s 262➢24MRei RdLsO�'I— R. Nw la la So 112➢24Page1 IT VuMm YgWHs NHpOM-nR7FI sB7OHg3NSgPWL6 3ulT GKWCDo7J4JC'21 2A1 5 11 R5 < an a 12-2-0 L-ID8 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 2v6 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 3)WmI ASCE2-i6;Vu8=115mph(3-tt gust)Vasd lmph,TCDL=6Dpg BCDL=60psl, b-� ft,B-05fl, L=40ft; eav�SN Ca[ F S.Q�.'TF.\\1 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 gi dendo formuss N press connections. •p...................... ,� oiide Rossp•••• 8) Prmechanical 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 dwice(s) isthe responsibliMorathers. COF-12513 Loao CASE(S) standard November15,202,2024 � ngnned nn nanP2 Ayd G V" 91 u1etrmalaREAD.nTEROINTIMMn�duwn.nexREFERENCElile dml.ly 3, 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« �Tmss oNIT-02 N/mMSA JFCK-CLOpeSED auime Frslsaxea(C— ,Tx), Cauo n, Tx- sTy 006, LOAD 0 M(5) S n0a,U 1) Beatl+Rml live (0aNncM) Lu.O , ln[rea -1 00, Plale Ina .a l DO 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 Nw 1E 1050112 Page 2 ID V.Bm YgWHs NHysBM-s 7JM .B7OHg3N5gP,LBw3ulT GKW�OUIJEJCW roea sa.ewan,se. MiTek® g,�evmom°p,enm��-N ,�.—I Jabvss Dry Ply R85 6t 81 ONIT-02 A06 �TvssType ROOF SPEChIL SUPPORT 1 t Builders Firsl3axce(Carta ,TX), Carto6bq TX - 5006, Job Reference/pgpnalj lx ThU Nw 141450322➢24 Pa9e1 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 Na II 2_ 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 w2WSPSS TOP CHORD Shualu2l wwd sheaNing directly applied or6-0-0 CC portion, BOTCHORD 2x4SP 165OF 15E or 2x4 SP NO 1 w2WSPSS except end veNcels. WEBS 2x4SP o N3'Es"i BOTCHORD Rigid telling directly applied directlyorli 6a 0 oC Man¢ 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 reacllma2WIborlessi)oint(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), 1] 733dLC 34) FORCES. Uhl -Max Comp Mlax.Teo-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 oulU9g designer as per ANSIRPI 1- 3) Pmvlde adequate d"Mage to prevent ya apodded. 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 nonwncurat 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 connechon (by oh"RU of Bass t0 oeamg plate Capable of withstanding 353 to upOft atpot 18, 982 M upYfl at )omt T), 998 to arm 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�dre+n'sdommwnennom) MARCOS A. HERNANDEZ ....i......................�.... 113878 COR F-12513 November 15,2024 Mill Jab ITn« �Tvss Type Ory Ply N/m R85361581 ONIT-02 RO6 ROOF SPECLll SUPPORT 1 1 ( ) Job Reterenre/yMpnalj Builders FirslSaace Carta ,TX, Cart00bq TX- 5006, 630s 262➢2EMR Ix Tlr..-Ml,l.122➢26 Pa 2 ID V.&n YgWHe NHysBXosnRIJi .B7OHg3NSgP,L6 3ulT GMD.IJO JCJI NOTES 10) This imss nas Ocen ctestgoect fora tNal tlmg IoW of 300 p0 WmQ oOL=(133) P6@ gop COLji 33) Corneal Wss to rests[ Ogg tracts along Oollom eOON firm B-OU to 141"for 3000 plf roea sa.ewan,se. MiTek® n ev om°e nm-N m� ,.. s,a,�,=,,,MneKr=� Jab Tn « �J. Type UNIT-12 N/AA007 Ja kClnsetl Bathers Firslsaaea(Cenu ,Tx), Caromm Tx - Soo6, 14-12 3112 1 .= City P R8536t532 1 1 Job Reference/p.�I IV, Ix Thu Say 111450322➢24 Page 1 630s 262024 MR ID:VuMn YgMHs NNpBMmnR7RTC'MsB7OHg3NSgPgnL6 3ulT GMN Da7J4 JCW aa # I2 a]5 12 sa@=1111 z ax4 = 3 I I \ 3x6 - 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�ea� is Ya-.e wan,se MiTek® tr.�m� q evoo 'air,,es-t c�- .1a,�,=,1,Mue.s- Jab « DNITild-02 rslN/8m01 Saace Builders H(Carta ,TX), 2-]-5 2/5 a4 II 11n u T ,.a = 8 �Tmss Type ROOF SPECL Cart001on, TX - i 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 2x4SP1650FL5Em2x4SPNo1m2w1SPS5 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-12 QANB002 FLOUR Builders Firs.—.(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 FLAME 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 All upIM 100 W or less 0 phd(s) except i2 lW4(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 up8n 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® fly 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 Tn « UNIT-02 N/III BmX01 Buildirsl3axce ers E(Caua,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 >993 240 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 nommomvnenl 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 ONIT-02 BX03 �Tvss FIAT t 9 Builders FlrslSaace(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 � 7 12 11 15 10 16 s 13 1.16 - ItN14 1ox16 = 1.16 L10 Mt89HSg 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 Cus 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 BX03 FIAT 1 J Job Reference/p�1p Ij Builders FlmiS—(Caro ,TX), Cartoaon, TX-5006, 630s 262020 MReKiKd150VS,Ix ThU Nw1E10503d2026 Pa9e2 ID V.Bm Y9WHs NHysBM-S 7 W.B7OHg3N5gP,L6 3ulT GMD.IJ0 JCJ1 NOMS 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 2-10d, 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 8-16d, 19M In dnxn and 12610 up at &10 1, and 1271 b doom and 901bunat 10.10-0,and1938I0W naM126bupal 10-1"onbottomtlmrt TNedeslgWse on Nsuchconnetllon Cevrce(s)Isi msponsNlldyoto8 m LOAO CASE(S) Standard 1)Oead+Roof Ul paa6nced). Wmber ln.e -1 00, 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. 8=-1938)17�208(F=-1271, B=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 8l' 9 R8536158] UNIT12BX04 FIAT 1 J Job Reterence[[pp� )) Builders Firsl3aace (Carta ,TX), CasualTX-5006, 630s 26ID24MDeKiKdbsOrF"s Inc Thin Nw 1414be 352024 Page ID:VuBv YgWHs NHysam-S 7FIC B7OHg3NSgP,L6 3ulT GMD.7J42JC' 38-14 121 10.7-10 141. 1S18W 17A 12 ofil 21-8L 38-1t 35fi 33fi 3-S6 1 A14 1-9-14 1-414 11-6 ®@=13fi5 .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 ISbfl 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 MatTlx-MS LUMBER- TOPCHORD 2x65P240OF2DEor2 SPOSSm2x6SPM31 BOTCHORD 2x6SP2400F2OEor2 SPDSSor2 SPM31 WEBS 2x45P165OF15Eor2MSPNo1o,WSPSS'Excepl' 1-1810112x6SP24o0F2DEor2x SPDSSoT2x6SPM31 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)Ccpurbs(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 llom Bochoods cone'ded 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 Ove 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.� maan�anrexna W5 knl Lnn�MnExnereneaeePAGe.T.T,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] oNIT-02 BXO6 FIAT t J Job Reference[p�Ip Ij auime FlmiS—(Cana ,TX), Cauo n,TX-5006, 630s 26ID20 MReKiKd 150iAS,Ix ThU Nw 1E 1050352➢26 Paget ID VUBvd YgWHs NHysBM-s 7FILMSB7OHg3N5gP,LBw3ulT GMD.7J0JCW LOAD 0 M(5) 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�](B)22=-134(a)23=315(e)2"15(B) 2s=-1271(B)26 127t(872]=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 UNIT12SXWB FIAT 1 J Job ReferencGlq ) Builders Flrsl3aace(Cao ,TX), Cambric, TX-5006, 630s 262➢24 MRei fidLsO�F's, Inc ThU Nw 141450362024 Pagel ID VuBv YgWHs NHpoMmM]FIC'MsB]OHg3NSgPWL6 3ulT GMN D.]J4 JC']I 3 8-14 121 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-12 BX04B FIAT t J Job Reference[p�Ip Ij auime FlrslS—(Cana ,TX), Cauo n,TX-5006, 630s 26ID20 MReKiKd 150iAS,Ix ThU Nw 1E 1050362➢26 Paget ID Vu&ndrGYgWHs NHysBM-s 7 I .B7OHg3N5gP,LBw3ulT GMD.IJ0JCW LOAD 0 M(5) S n0a,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-alea 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/m 8l' 9 ) R85361589 ONIT-02 BX05 FIAT GIRBEA t J Job Reference/p.�11s0�F's, Inc ThU Nw 141650362➢24 Pagel Builders FirslSaxce(Carta ,TX), Cartoon, TX- 5006, 630s 262➢24 MReKRdL ID VuBm YgWHSXc6NHysam-S 7FI .B7OHg3NS,P,L6 3ulT GMD.IJ42JC']I 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 15-1,f 2-1E 5®@=t3fi] 2x4 11 on = .1° = 44 = 3x4 z5x4 4xfi - 6 g 4xt2 I�ZI ISZI 25ZI ISZI In 3 IRI ISZi IXI 2° JfA ] Axi ICZ IX,I LrrLJ�l..a 0� 18 zt 17n 1fi 23 15 2d 25 1e �5 13 Z] 122a l9 11 3w att= S,R= 2�°= 4x6= ]xa= 4xt2= 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 R30.1-0204121115 Ci Gi I1209-80.24N 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 2TToCWMns(64TOmax)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¢pt' 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. 1:ULC 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�1 ]14W0, 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/toi 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 Cleo ds connected wed 1do to 13TW"I nags as gdbws- 2x4-1 nw at 09-0a, 2x6-2 mws staggered at 09-0oc. Boft chordsConnected with WS45 as goflow5.2a5- 2 nws slag3cAd1 at 0-0 oc. nails ascolloots (0131"applied 2 A6 bads accuprerdeted 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 vl can0andendMka addii exposed, right exporter, plaegrip DOL=160 % r //� w I 4) Wwlde adequate Manage to pol rater poedmg. /....6....................... 5)Th6 Ms loss been designed for a to B Wr Whom rlwm live load nnrnncmreit with ny olherllve bads_ �MARCOS A. HERNANDEZ th 6)'The ss has been designed Thus has card2001 Me Mtmor m Chad In a0 areas wMre a rectangle T60bar by 2-Oa won, �••••:..................••••;••••i wed M between me beftom chord add a, Omer members_ the see or Me top motor looffore choull 7) Graphics! does of proun pa 1 qq* 113878 '11'Oi,"</CENSEE�y: *i4i i tl be um�rftm°on roM(A632 Monsanto 2 T12.M21b 8)Hngeds olthercorreal eis)tmpoall pnvMed wpWce caftlateO 11� down at 4012, 632Is down at 6412, 6321h Mvn at 8012. 6321h down a 10 12 6321h down a 12U12 44aa m dwm al SS%ONAI"'G`� 14181146 m corn and]6l1, up at 16812. nd 11461b cost and]6 m upEd 18-012, aM 1146 m down aM]6 It up at 2 12 on bottom cMrd_ The ceslgneselec0o r 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.FvnaerelFor. ® ot Tek Ia,diiCSlM,MmgCa,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-02 BX05 FIAT GIROEA 1 J Job Reference/pgpnalj lx ThU Nw 1E 1050362➢26 Pa9e2 auime FlmiS—(Cana ,TX), Cauo n, TX- 5006, 630s 26ID20 MR ID VUBvd Y9WHs NHysBM-s 7 I .B7OHg3N59P,L8w3ulT GMD.7J42JCW LOAD 0 M(5) Glan0arU 1)Beatl+Rmt Llve(MWnu )Lumber ln[rea -1 00, Me InrsaulCU 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-02 BXO6 ROOF SPECLIt GIRDER 1 4 Job Reference/p.-11s0�F"s, Inc Too Nw 1416503]2➢26 Pagel Builders Flrs�Saxce(Carta ,TX), CanoObq TX- 5006, 630s 262➢24MR ID:VuBm YgWHs NHpOMmM7FTC' sB70Hg3NSgPWL6 3ulT GKN5COa7J4 JC' 38-14 ]-2d 1.11. 141. 1S16W 17A 12 19610 0.. 38-1t 35fi 33fi 3-S6 1IT14 1-9-14 1-.14 11-6 ®@=13d 2x4 II 5. = 3x0 = 3xI = MI Ixa = 4xfi Sx8 = Mfi I'� 1521 2 52I 52111 3 ISZi ISZi 8 P,, 20 7 AAA.�1 rg� �0 18 21 1]22 1fi 23 15 26 25 14as 13 n 122S 29 11 4x5- 5a8- 5x12MDAMS= 3x4= fix8= 5x8o _ 5v8 3614 12d 1.71. 14 IS 17ad2 21. 3814 ' 33fi 33 3-96 37-12 3111 Plate Ofheor fX Yl- ItT2-12&id112=0,2HI 1120-1d0 24H R50.3A T241 170-1-120-2-81 LOADING (psi) SPACING- 11 U Cap OEFL. In (Yx) VUefl -a PLAIEB GRIP TCLL ]00 PISm Go, 00L 1 W TO046 ✓ed LL) -020 td >959 480 MT20 22B/193 TCDL 250 Lumber DOL 1 W BC .81 VeriCT) -042 td >611 240 Mi8AH5 18" OF BCLL 00' Rep Stru Ina NO WE D57 Horz(CT) 00] it Na Na BCDL 100 Code IR=117P12014 Maim -MS Wini 004 t4 >MM 240 Weight 593 to FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2 BE m2n6 SP DSS CrM SP M 31 TOP CHORD 2L-0Cc ,uMns (6D0 max) 1-10, except end seK als_ BOTCHORD 2x6 SP 24WF 20E or 2n6 SP DSS or 2x6 SP M 31 BOTCHORD Rapid ceiling directly applied or l To oc among WEBS 2x4SP No 3'Fxre r 1-18,1011 2x6 SP2400F 2 DE mzxb SP DSS or 2x6 SP M 31 1-17,2 TtF3-14.4-13: 2nd DF 2, WF 20E orW SP 24001`2 DEor 2n4 REACTIONS. (site) 18=05A, 1T oSd Max�3 1 HOC, 81(LC 19) Max G.18=10203(LC FORCES. go) - Max Car, W x.Ten.-Arti5 till fo250 Uld or kiss except wwm lren sB. TOP CHORD 1 18=941!A),1 2 17949Q 2�28 ttW 3d=3113110, 4-f 26964,0, 5{ 2696410, 6d=1599910, 39=159MR) 910-�0w, toTT-BE N BOTCHORD 17 FETI003b iSi7�17942,14151 V., IVTT lPH, 12-1.1548, 1-0z-0B396 WEBS 1-1]1/18716, 2-17--6UM, 2d5-015 I1430, bl 19WD 8-14=01321E 4-14=5Ptl98, 4-13-1628/0, 513=1 UT2M, &13,0a338, 6-1Y 751W0, 912 0110301, 9- it- 10405M NOTES 1)4pty truss tom connected together wM iW(0131• X') ands as follows_ \\ Top words connected as Mil. 2x6- 2 news staggered. at&MoR _�� - gOFT\\l Fx Broom rnnra oonneLled asralnws zw-z news staggered at o RC pS 11 • •••';9S wefa connected a mMxs 2x4-1 mwa 091 OF �, Attach jTCw1cCdlam Wfts(ASTMA307)Inferente atlrememcerwM sMvsal ric A 1 Attach BCw12•dem Trolls(AS M"07)Infecenteroffeme rwM sh mat Dcic 2)MImosareconslderedeginllyappeWallplle,e plffwWdasfiont(F)mbwk(B)Ma rote LOADCASE(S)sMn Piyto %•*•1.......................... ply Connections have seen provided to dsfbute only loads noted as IF) or(B), unless ohaves, indicated ;MARCOS A. HERNANDEZ 3)W-sttwi nd-ASCE]-i6, VuV1 i5mph(3d 9ed) Vasdl it M..TCDL=60psf,BCD L=6a 0psf. hOtt B=45$40M, L=eam,5M, Cal. ••••••••......••••••••••p•••• •p ,� IL ncMW Eon C, Eoscor FRS(doectimnal). canhimer left and Rod exaft tesed. VeNm cal left mq Ford exposed, Luher DOL=1W 113878 (I1P0•i;: oegualeddmih </CENSEO a44�i 4)PImv10e efpreventwaterpondfg. Ill 5) AS 1plates are W20 planes unless Nhelwse Indicated_ SS/ONAI"'G`� 6)Ths Nrss Insbeendesignedr aioopsfbottomc1 liveloadnoncomurtentwdhany Dineriwebads_ 77• This Russ has ceen desg Vfor a Iv for of 20opsf on the hotbm chord in a0 areas tame a rectangle 3b0 Ellby 2-do wde tallM behmen Me -in choN aft an, other memcers_ nOn R F-125 13 8) Load case(s) i, $ 3, 4, 5.6. ], 8, 9, 10, 11, i$13,14,15,16, P, 18. 19, 20, 2122, 23, 24. 25, 26, 27, 28, 2% W, 31, 32 hasllnve U LJ ce bnmmanded Socing designer must review bads to veMy fat they are coneclfirfe Intended use orfis Wss November 15,2024 i lmn' new re nMMnnnme[I tdenlrltt m orMeoron honofineniminawn MemnannmrmmgnmrnM n Aw G V"disi9, m RmwilMoon No1E=O.1re54amINCLuoERMFsREFERENCERACE .,4„mV.11=aaBEFORE Use, �aro MiTek® �e M n ,i,mn NSI ouaiy'en amtiwnalwm'.Ptrnunl aneaesio AF,scmvonemsehryimmmafim miaue nomme swnmelmmwog comµmeni Aaxouxm puxw. ecxomhPneimmaml:H .,aixxnt fM,eEm n Jab Tn « ROOF Type Dry IPIy QAXm 8l' R85361590 UNIT 12 BXO6 ROOF SPECWt GIRDER 1 4 Job ReterencGlgq� ) Builders U.M.M. (Cart ,TX), Carto0loq TX- 5006, 630s 262➢20 MRei fidLsOifs luc Tbudl 1050372024 Paget ID V.Bm YgWHs NHysBM-m 7FICASB70Hg3NSgP,L8w3ulT GMD.IJOJCJI NOTES 10) Haul or order Connection denace(s) shall be provided sul&knt to support Concentraled! Sell 156In dawn all 27 Ib up W Ol and 156I1, down all 27 Ib up at 215-0on top Chord, add 100 11, dawn and 21 Ib up at 28121 0021b dmot and ]t Ib up at 4812,1 0C2 He driven and 7111, up at (F61$ to02 W dawn all ]i Ib up at 8A121lud" b 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, 1OU do down Ib ll and ]t up a 16U12, a IM2 to down add]t l0 up at 1El 2, and 1032 lb dawn and 21 rd up at 20812 on WBom chord TNe"ousektllon of Sol channel dendrel its the, respoersmlllry of order, LOFOO SE(S) 1)Dead+Roof FMC(11a6rrczd) Lumber herbase=l 00, Plate Increard lOO UnRmm 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]=1Bo2(F) 28=1no2(F) 29,41) 2(F) 2) Dead +O 75 Roof Live (balanced)_ wm0er increase=100, Plate Increase-100 Undmm Loads (put Verb 11`1O""78, 11-18=10 Concentil Loads (0) Ved :1=-18210=-13213=-815(F)21=A15(F)2Y�15(F)23=-815(F)2a= 15(F)25-315(F)M6 15(F)2]�15(F)28�t5(F)z'Y 15(F) 3)Dead+Uw MaNYbk AN WMoul SYoage Lumber Increase=125PN@increase=125 Unlfmm Loads (pm Vert1 15],0- to- -zs,11-18=20 (amcentral Loads pb) Vert1=5510--5513=318(F)21�1 B(F)22- 318(F) 23�31 Ell 20=318(F)25 errfl26- 318(F) 27�18(F) 28l 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,-G Haz 1-18-8, 1al1-10 ConceMated Leads go) Verb 1=910=1313=6](F)21E](F)22=6](F)23=6](F) 24-67(F) 254i](F) 2 67(1`)27=67(F)28l29=67(F) 5) Dead +O 6 MWFRS Wind (Pas_ Internal) Rgl: WmLv Inche rel 60, Plate hadedi W Undmm Loads (put Verb 1-19-423, 5l9-61%&10,13, 1118=6 Hai 1 18- M 10-11-8 (d000envaldol Ltuds un Vet 1=1210,1113=6](F)21E](F)2 67(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. IMerrel) Led Lumber Innease=160. Plate Inodu 16O Unibrtn Lolls (put Vert 15 15], 0-10=-25, 11-18-10 Hai 1-18-15, 10.11=0 Concentrated Loads to Von 1=2]102713=]iUp) 21=1(F)22--]i(F)23=]i(F)24-]1(F)2i-]1(F)ffi 71(1`) 2]=]1(F) 28=71(F) 29=71(F) T) Dead +06 MWFRS Wind (Nor Internal) Ri Lumber Inoue=160, Plate Ixreal 60 Ungorm Loads (pin V.15 7. 5-10=25. 11-08=10 H.1 18-A 10,11=-15 Conrcentrated Loads pb) Ved 1=2Tto-2]13=]i(F)21=]1(F) 271(F)23=]1(F)2471(F)2C>=]1(F)2 71(F)27=71(F)28=71(F)29=71(F) 8)Dead+061AWFRSWmd(Pas_ Internal)ls PanatleLLumber InmaseAW Plate 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 67(1`)29=67(F) 9) Dead +O 6 MWFRS Wind (Pas_ Internal) 2nd Pull Lumber In deasal6O Plate bneal Undmm Loads (put Verb 1ti`--627.5-10.5.11-18-- 6 H.1 18=13, 10-11-13 C000ahal� Loads (NI 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+06 MWFRS WIM (Neg.IMemal) 1st ParWIH Lumber Increase=l W, Plate Immerse=160 IlMarm Lords (pin Ved 1 5- 4fi7, 5-1➢=-251118=10 Harz 1-18=7, 10.11=] conremrered Loads do) Vert 12] m=2T 13=]l(F) 21=]t(F) 22=]i(F) 2Y71(F) 2a=]t(F) 2S-Tt(F) 26--]t(F) 2]=]t(F) 28=T1(F) 29=]t(F) 11) Dad+06 MWFRS Wild (Neg.lntemal)2nd Parallel Lumber Inoeae-160, %ate Ixrease=160 Undame Lads (p0) Vert 1 5=-057, 510, 2511-18=-10 Honz 1-18=],10-i1=] Conrentated Loads do) Vert .14]1D=2n 3=]i(F)21=]1(F)22= 1(1`)23-71(1r)24=71(F)25--71(F)25=71p)27=71(F)28=71(F)29=71(F) 12) head_ Lumber Increasd,090, Plate Idersel90 PO delay 90 Umtome Loads (pin Vert1S K5r. 510=-2511-18=-10 cancemreted Lords pb) Vert 1�o10= Gl1 253(F)21=253(F)2Y 3(F)23=253(F)24 253(F)2Fi=2M(F)26=253(F)2]=253(F) 28=253(F) 29=253(F) .... 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-02 BXO6 �Tvss ROOF SPEChIL GIRDER �PM 1 4 Builders FirslSaace(Carta N/m ,TX), CartOCbn, TX-5006, Job Reference[p�1p Ij 630s 262➢A'..1 iKdI1IV, Ix Tbu Nav 11 la. 112024 Page ID VUam�YgMHS NHysBM-S 7 I .B7OHg3NSgP,L6 3ulT GMD.IJ4 JCJl 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)_LumberInc*easr-1E0,Plate Inuease=160 Un iam Loads (q) 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) VM.lS10-913=M(F)21=44(F)T2=M(F)23=44(F)24=44(F)25=44(F)26=44(F)22=44(F)28=44(F)29=44(F) 19) 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 1-1" 1011=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)2 271(F)29=271(F) 20) Reeen al DeM+06 MWFRS Wmd (Pas_ Intemag Right LumMi Inc*easr-1 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)2 271(F)23=271(F)24=211(F)2. 211(F)2f 2]1(F)2)=2T1(F) 28=211(F)29-211(F) 21) Reversal Dea1+06 MWFRS Wnd (NFd IMemag 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-W 13=267(1`) 21=267(F) 2 26](F)23=261(F)24=262(F)25=26](F)2G--261(F)2 62(1`7 28=262(F)29=26I(F) ZU Re aRsal- Dead +06 MWFRS Want (Neg Intended IagIR 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(F) 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=27i(F)29-211(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.nTesnaRISANDInceuoEDMnE.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-02 8X06 ROOF SPECWt GIRDER �PM 1 4 builders HrslSaace(Carta N/m ,TX), CartoCbn, TX-5006, Job Reference[p�tp Ij 630s 262ml.il KiOW;VS, Ix ThU Nw 1E 10503]2026 Page ID Vu&ndrGYgWHs NHysBM-S 7 W.B70Hg3N5gP,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=fibs(F)21�(F)22- 5(F)23-�i8.5(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 Jab mss �J. Type UNIT-12 C01 Ja kClnutl 6uld—Hrel,(cann ,Tx), Carrolton, Tx - SDo6, d5 K2 21 0.13 a4= 2 4 S2 .2 City Ply j R85361591 3 1 Job Reference/p.�11s0iA5, 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 (psg SPACING- 2-DO C51. OEFL. In (bc) Well W PLATES GRIP TCLL 100.0 Plate Gip DOL ice TC 021 VeMLL) -0@ ] >999 480 MT20 2441190 TCDL 250 Lumer DOL 1 W SC 023 VaMCT) -003 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(dlrec00na0.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 them In all areas where a rectangle 3 tall by 2-0 vide WR M national the Whim chord add am o8cer memmers_ 5) Refer to gumerts) for tress to mass connections. 6) 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 02 UNIT-02 CO2 Builders Firsl3aace (Cart ,TX), 1 hfi = PN SPEDL R85 61592 ROOF SUPPORT 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 GMDa7J4 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 sth4 ate LOADING (psi) SPACING- 2-0 CST. GEFL. In pc) IR2 Oil PLATES GRIP TCLL 1000 Plate Gip DOL 1 Ed TC 045 Ved(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 veNcels. WEBS 2x4 SP No 3 BOTCHORD Rigid ceiling directly applied a 64, 0 oc Mating_ OTHERS 2x4 SP No 3 REACTIONS. All Neadngs 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 to or less alfmm(s) 6, 10 cept 11=1032(LC ME) 1425(LC 31T 8-VOULC 34), 9=109D(LC 31) FORCES. Go -Max Comp.RAax.Ten.-All brti525D Vid.,cps except wlren sOwm. 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) Wo' ASCE 7-16; VuR-115mp0 (3secmd gust) VasdSimpft; TCOL=6 opsf, BCO1=6 Opsf, ft� B-CA, 1=40d; eau,2d, Cat. ll;ExpC, EWosed; MWFRS(duectpnal)add CC Coral AW,, ,achiever left and onto exposed; end vedral oft ant ]M posed,CL fir markers and faMW forces 8 FRS for reactions sftam; Lonfor DO1=1 SO plate cup OOL=t 60 2)Tmssdesnredmrwlmv dsmifteplandoemetmssord, For"sexpsedtomnd(mlmaltoMer ),see Slamamindus Up Gabe EWD it asappll bto,orconsWqualifiedkuY]AgdeslglrerasperANSOFPI1. 3) Pmvlde drainage, dk¢ge, to prevent water ponder. OF TF•\,1 p. 4) Gabe regmres mntmwus o8om rnomeamg kk. 1 i yS: '9jt 11 5) Traps To ix, Wily shoodded Tmm one tore or securely braced opened Mte2l movement (I e_ diagonal web). �jaMJ�j 6) Gabe studs spaced at 2LL¢ /r //� R ]) Tft6 truss ftas keen departed for a 100 par Whom clroN live load nonmavrtenl with any later late bads. ................................ 8)' This Was has boor designed for a the wad of 20 opaf on the kotbm chard! in at areas where a rectangle 3 01a9 by 2lM wore /MARCOS A. HERNANDEZ wR a bbween Me IxNtom choN ant any pride, mercers_ ••••p...................... ••• 9)prance, mecttanical Conn Llon(b)NMrs) of Was to beaNr plate capable 0f withstanding i001b upirl at pinks) 6 except Qt=lb) 11.3878 II <4EN5EN�: 10)Ths Wsshas0 Wmbu OOL-BW)Pa@gdp00L--H 33) Correct Wsstoresrat ndeg�foratdldmgloadof300pt drop bads alto CotlWe rnord WordGO 0 to 8-1&4 for 3000 PH11SS.QNALG`� COR F-12513 November 15,2024 k.ruffif. w nd P.�m.trnadn�laNlaTean. rea nh Lnaanne.Lorene.eeP.fie.,.,,re., aaeFlaneUse, �aro Mill�a� dmw m+vmoq 9ueanbe-miss-ru u ipceprrysH ouaiy'co amtiwnalmm'.Phmtunl and acsl aurcus co,iont surely hnronmfion mpm¢tle filar Ye swianheumogcompn-I Aamu �Ovw+.' eommWenaom) yIs]ss1a]ll.,Tp.a— Jabvss �TvssTYpe Dry PIy g(1 R85361593 DNIT-02 D01 JACK-PARTIALSDPPORT 2 1 Job ReterencGlq ) Builders Frsl3aace(Cart ,TX), CartoCbq TX-5006, 630s 26ID24 MRei fidLsO�F's Ix ThU Nee 141450382➢24 Pagel ID VuMv YgMHs NHys8XDmn 7FTCWsB7OHg3NSgPWL6 3ulT GMD.7J4 JC'JI ]-1 ]1.0.8 025 12 5 ge 1.146 _ Md h4 1 3Fb- 2—�� 3 � I 5 �AI^I . LL�2= u 10 9 8 ] S 2.vb fivecal 0.8 Plate Ofiuts (XY, 703803-0I 503A 0.-01 LOADING West) SPACING- 21 U C51. OEFL. In dau) 1= Oil P-7 GRIP TOLL 10DO Plate Grip DOL 1 W TO 044 Ved(LL) Na - Na 999 MT20 2MY190 TOOL 250 Whether OOL 1 W BC 011 VED(CT) Na - Na 999 BOLL 00' Rep Stru Ina NO WE 062 Horz(CT) oor ] Na Na BCDL 100 Cade IRCrCVTP12014 MaOk-P Weight 41 Ib Flt- 0 LUMBER- BRACING- TOPCHORD 2x4SP1650F1Wwen .5Eor2x4SPN01w2SPSS TOP CHORD Structural d sheaNdly, lag dlreapplied or S94 o purllns, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No1 MWSPSS Except and verhod WEBS 2x4SP NO3 BOTCHORD Rigid ceiling directly applied w 6-0-0 othu dding ang. OTHERS 2x4 SP No 3 REACTIONS. Alltuadngs]-IDA. gut- Max Ho¢ 10=73(LC9) M.Uplift Al plM100lborlessa,nt(s)Gexceptl01055(LC2]),]=1143(LC30),8=n44(LC2]), 9= =IED 30) Max G2v Mired iom 2501b or ks atjolM(s) 6 except lD=1 W3(LC 34), ]=12r (LC 31), 8=1256(LC 34), 9=114](LC 31) FORCES. ob)-Max Comp N.Ten.-Ailb 250(Ib)orkssexreplwlrensbwm. TOP CHORD 1-W=1121I1063, l Y 993I995 2 3-52r153o, 3 118911179, 4-5� W580 BOT CHORD 9-10=63SeaAi 8-9-571529, ]�16Y 20, F]--594 1 WEBS 47-381217,3»l2S12552-9=51WI8,1-9=14]111516b]71701117M NOTES 1) Wnd. ASCE ]-16. Vu 115mpb (15 d gust) Vas[ Jtmpb, TCDL=6 0psf, BCDL=6 0ps. h�R, B=45$ L=40R, eau M. Cal ILExp C,Enclosed;MWFRS(dlredg aMC Cmler(3)zone,mntileverle and Mhtexposed,endvedealleftaI I M expxed,CL Mr mambas add tomes 8 MWFRS fitlg rrean , student, LumberL= DO1 ON Ridge grip OOL=160 2) Truss designed! Mr met iedsmtheplateovine Vucssonly Forslutsexposedtomnd(mWalto ter ),see S1MaNindu y Gable End DeG15 W applicable, or consult qualMed Wilding designer as per ANSIrtPI 1. 3) Pvvltle adequate Warage to prevent ureter pan Ping. 4) Gable requires calinucus bo0om cMN beamg_ ce 5) Tvss IM be roily sheathed tmmand re mrace or=nrl, brad StagMmw s! eral emeM (Ie. degonal veb). 6) Gable sgds sp V at 2"d oc ]) The Voss Wes been da dual r« a 1 D 0 psf Conan cMrd live Ideal nanmrcunent with any other Irve gads_ 8)- This Was has had designed! fura EeJust of 20 Dpst On the beMm chad in an areas wMe a rectangle 3b0 Mu by 2-DO vide eal M beMmen the WMm cMN add any otlw memcers 9) PrwMe unemamwl connecren (by otherse m ) br truss M bearing plate capablvnNslanding No 1C upM atpint(s) 6 except (1=1C) 10=1055.]=1143. B-11M S=IoM 10) This true, has Caen designed fora tNal drag Toad a300 pIL HunterDOL=(1 W) Plate grip DOLg133) Connect MISS to resist deg bads almg INgm that Imm do 0 to ]-1"fur SW 0 ph VV MARCOS A. HERNANDEZ ....;.....11 3..78....;.... </CE N SEo.G`a�' COR F-12513 November 15,2024 Mill Jab Tn .� �J. Type UNIT-12 N/III Dm02 Ja kCluutl BUIMers Frslsaaee(Cauu ,Tx), Camoyar,Tx- SD06, 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 VUBmdrGYgWHsxc6NNysBM-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. ON) - 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' Ofl; 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 ad 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 uphh 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 OR �1-1—TYpe UNIT-02 QAN Fm01 Flom Builders Fimisaxse(Ceo ,TX), cartaNbn, TX - 5006, 91-8 H DN N PN R85361595 13 1 )) Job Reference19015IdFs, 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- 3x1➢.M..Fl- 4x5— ffi— Gala— DS SP= 4x5 = 2-90 1. T-a. I'll. 1. i 19110 21-1. i 2. 2TT 2L-0 .-d 1. 2d0 290 Plate Oflsets(X Y1 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=-2159N,2-24=-2159N, 12-15�W i6, 2-23 1686111C 160M, 3-23=160&U,1 TTILOU 159, T2-011160 916= lecoo 4-22=109TN, 91T (S49, 4-20=M648, 8-1T 59111T 520=591N, 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 eRest, ms,Ty" UNIT-12 F02 TLGOR GIRD ER 6llasm(Cau Ti(), Carro on, Tx6 a1-8 H �; 1 1PN J IUf Ss�� cG1q j R85361596 630 s 26024 MRei asO'xS, I— ThU Nav 141450402024 Page l ID Vu&nmTYg,NI NHysMmB 7FI WsB7OHg3N5gPWL6 3ulT GMDmIJ42JC'/I 1�A1 i aJfB 5$le=t3fi5 7II hfi g 15 FP— 3xs = zw II 3xs II 3x6 II '1 2 3 4 5 6 7 34 8 359 30 29 2B 21 26 .m.1 NIS FP= ..II 15x3 SP— zxfi 11 3a6 FP- Am gas II Safi II .6 II 5x6 H 2x6 II 3xfi = 1111. 11 12 13 16 15 16 17 18 19 o 25 24 23 22 21 M .11 3x10 M18AH5 FP - z1a6 va6 Plate OtfseE, fx Y, 1100S-0ROOM 1190" Eede1125 a3-0.EdaeL U6:030 E 1R7 C2-12 EO.]Ed) 03-12 EOceL1320.1A 0TFm [330.1 b 0-MI LOADING (pst) SPACING- 2-0U C51. OEFL. I. par VUed Ud PLAWS GRIP TCLL 400 PUR, Go, DOL 1 W TO 0G4 1CMLL) -029 26 IS' 400 MT20 220/193 TCLL 250 Lumber DOL 1 Do BC 079 VeA(CT) -055 26 >468 240 'ISAHS MW162 BCLL 00 Rep Stress Ina NO WE 093 HaE(CT) 008 20 Na No BCDIL 100 Cofle IR=VTP12014 VIEWAS WCUIR 194lb FT=20%E H%E LUMBER- BRACING- TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 Car 2W SP SSUEQ TOP CHORD Structural w d sOeaming Ulreatt applied a 5 3ocp pins, BOT CHORD 2x4 SP 1650F 15E or at SP No 1 or 2W SP SS(flal)'Em¢pY except eM vet0rels. 2331,20.282W BE 2400F 20E or 2x4 SP 2400F 20E or 2x4 SP BOTCHORD Rigid ceiling directly applied or 1 DO-0 cc 0rndtug DSSAat) WEBS 2x4 SP No 3(fla) REACIDONS. Doe) 31=(T!8, 20 S Max G. 31=2054(LC 1). 20=1913(LC 1) FORCES. go) - Max Comp . Most Teo- All firees 250 Mar orF s except v.Ten Carl TOP CHORD 25 3944N, 3 951N, 4-6 7024/0 G-7=7024N, 7d=9288N, 59=92B&0, 9-10=9628.ro, 10.11=-)RE VQ 11-12�38&0, 12-13=-838&0, 1Y15---64 5N, 15-16�435N, 16-17=J653N, 1748=-=A HOT CHORD 3031-02147, 293=015605272' 0/8247,26-27=0/96232&26=0/9628,2425c0/9090, P 24 W,196, 21-22=015159, 20-21=011993 WEBS 1620=2687N,2-31=-2896/0,1021=&2320,2309Q528,16-21=2W4N, 430=2244/ , l6 22-0/1762, 4-29=0/1959,1322--1466N, 7-29=1690N,13-24=&1205 7-2711480, 8-27=599N,11-24=-1039/O, 9-27�953Z 11-25-0/112$ 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 se2Mat10IM28=n% 5)Recommentlto bsboaracks, onsatMpsNatlO-0-0ocaMdby ohr each Wssvnm 110tl (0131"%3')naE i yt:• •4S It Strolgba) or of er constaU 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 LOAD 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' 11 ••QQy 113878 / 1)Dead+Unifforrinourrd, dalanciso Lumber Increase=100, Plate Itrcfease=l oo Vert 20a1--20,1-19-130 11� SS/ONAIE�G`� Concentrated Leads go) Ved: M- TA E) 35-ti`92(m COR F-12513 November 15,2024 AwA 6 v"4ny1Pauimetrma,it READ NoFESONTre5 INCTunen.nraREFERENCERACEalro,ml.1ooH,elanReuse, MiTek® �aro ny traog mw ce',yym„s .weed ouaiuren amtiwnalwm'.Ptrn.Onl u aneaesl6mmmgeomponem SoRuInamm�6on �pue rmmve S6oM�etauMng component pamu aueance rega title �e msn .,s]ss3nlluRews �Ovw+.' eommcenenaom) Jab vss �Tvss Tym UNIT-12 F02A FLOOR GIRDER Bull Fimisaxee(Car ,TX), CemoCbn, TX- so06, a1-8 H �; 1 1PN J IUf Ss�� ) R8536159] Job Retere c219pls0ifs, Ix TM1u Nw I11450.412024 Pale 1 630s 26ID24M ID Vu&nmTYgaNlk%WNNysBXBSM]FICWsB'/PSBTOHg3N3gPgnL8w3uITXbGKN5CBmIJ42JC'/f 1�A1 i aJfB 5$le=t3fi5 L 2M18AHS .II hfi am FP= 3xfi= AS Glo= xb ach Ore 1 2 3 4 ' 56 T 8 9 b 29 2B 27 26 .12= 3x10 MMAH5 FP= w 3x18 miumm SP= 2x6 II 2xfi 3xfi FP= 2zti 1[fi 2. H 3xfi = 18 11 V 13 14 15 16 17 18 19 33 25 21 21 — II .10 Ml.. FP= Plate Ofiutc(XYJ- 1903S,Edges[10.0. ,OSOl,[19&3 .Edgel,[2362$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=0/1o4n, 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�51/0, 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-Oocandtastenedt0eacn 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! Loads (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., ,—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 eum puxw eommcenenaom) mrC511ll.uc.s Jab 3 �I l— TYpe DNIT-02 3 Flom Mind rsFirslsaxee(CarlTX), 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 E6ael H50.1�0.1�1 LOADING (psi) SPACING- 2 SO CSI. TELL 400 Plate Grip DOL 1 TOTC 032 TCDL 2s0 wmMr DOL 1 W BC � 04s BCLL 00 Rep SM2 Ina YES WE 035 BCDL 100 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 Vuftd Yg,Nt NHysMmB 7F WsB7OHg3NSgPpL8w3ulT GMN DC IJ4JCR 1. r1 ... -I20fi 1 Sa t SXf �� 3xfi= fi T H 1s 11 m 3Kfi - 6t, 2-3d 11-0 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„s wweM 9ueance rega title �� u ww msFl ouaiy'cn amtiwnalmm'ePtrnunl di acne acsl aulNmp comvonem serery lmonmfion m�m¢tle fiomae snoM�elauMOmcomponent pamu �Om+e' eomm�nenaom) ]ss3Allu 1 Jab mss �om Tmss Ty" UNIT-12 F04 Fl Builders Brslsaxee(Ceou ,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' EUce111201 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 BCDL 100 Cade IRC2021RPI2014 Mardi LGMBER- TOPCHORD 2x4SP1650F15E or 2x4 Sp N.jor 2WWSP SS(flA) 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 1 J26MIMI IereMR p'Itp /, I— Tlu Nav 14145P422➢24 Page 1 630s ID:VuMm YgmHs NHpOMmn 7IF sB7OHg3NSgPpL8w3ulT GMN DC IJ4 JCR 11. r1 ... -I20fi 1.3 t 5L1 �� 3y5= 6 T H 15 n t6 3xfi - 968 12-. 611-0 2A0 GEFL. In (bc) VdeB " PLIOES GRIP Von(LL) -00610.11 >959 480 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 ers 5 F0 ONIT-02 N/III FmO BuildFlrsl3aace(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®18'1=t289 ISo II 4u= TIC II ]JJ 1 1 3 4 5 1 18 17 16 15 4v5 - 1ffi3 II 1$611 4e5= &6= 6 ] 8 9 18 14 13 a N - Ya= 27A 5-13 111. 1bi8 3]8 2L-0 fi9-0 2L-0 Plate OfisetslXYl- 140ATEticel 115GASEdoel 119GA8,T151 LOADING (psi) SPACING- 2-0O CSI. GEPL. 1n (bc) Died Ud TCLL 400 P6te Grip OOL 1 W TC 045 veBLL) -015 14 >999 480 TCDL 2s0 wmMr DOL 100 DC 075 veA(cT) 14 >710 240 BCLIL o0 Rep Stru Ina YES WE 059 H.ACT) 007 11 Na Na BCDL 100 CnOe IR=VTP12014 MatorS LUMBER- BBACIBG- TOPCHORD 2,,4 SP 165OF 1.5E or 2x4 SP No1w2WSP SS(BA) TOP CHORD BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 w2WSPSS(flag WEBS 2x4 SP No 3gag BOTCHORD REACTIONS. (sae) 18=Mcc1iadcaI,11=05-8 Max GdW 18=1270(LC R, H--1262(LC 1) FORCES. IS) - Max Corn Max. Ten -al lorce5250 Bid) or less except wlren C mvrt TOP CHORD 25 1985N, 3-0=324&0, 4 5- WHAT 56=388,Vo &7- 388M0, 7�00, 8-9=202fe0 BOT CHORD 17-18=0/1145,16-17-0/2774, 1S16=W367714401 ST 1114-013691, 12-13-02BO6, WEBS 9-01=168=,2-18=165&0,912-07= /1237,2-10/124%&12=-1161N,&17-117M, 8-139/693, 116=W705, 7-13 624N, 4-16--fi l&D. ]-14=23/547, 4-15 Rk26 5-15=287N, &14=279N 17-1. 2nd PLATES GRIP MT20 244/190 Weght 9111, FT=20%F, 11%E SNxlu21w dsheaNing directly applied or6S-0 oc purilns, except end veNcals. Rigid ceiling dimay applied w 1M 0 cc anci g NOTES- 1)OnOalmadfloorWebadsha Coencon ere 1mtM des n. 2) AS p6Rs are Y4 W20 caM oNenve:e indicated. 3)Reter In gideolfar Buss to tmss connections 4)Recommend 2tt65trmgracks, on edge, spaced at 1 " 0 oc and taste m to each trues vnN 310d(o 131-X 3')ral Stron30aG to Be auacled to walls at Net order ands a rest2lned by alter meal¢. 5) CAUTION, Do noteral to C 2rds. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA � vemy�9�p.�metrna�4n��Tesn.,res�Nn��Lanen.nexnaeneaee9.�e.7.7,re.,�m,eannease. MiTek® ny traog ce',yye„s wO a 9ueance rega title �� u ww msFlam ouaiy'en tiwna..nnunl tine acsl6olNm9 comvonem serery lmonmfion �pue rmmve s6oM�elauMog component pamu �Om+e' eomm�enaom) y1s ]ss35]llunewsmn Jab ss �Tmss Type Dry PIy Bl' )) R85361601 UNIT-12 6 Flom 1 1 JubReleRncGlgO)sO�F's, Iz Thu Nw I11a.P22024 Pagel Builders Flrsl3aace(CarlTX), Cartotlbn, 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 No1w2WSP SS(0A) BOT CHORD 2x4 SP 1650F 15E N4 SP Nd w 2x4 SP SS(flag WEBS 2x4 SP No 3(flag REACTION£ (sae) 0=05$ 5=MESTanlcel Max G. 0=309(LC IT. 309(LC 1) FORCES. (Ih) - Max Comp Was Ten - /ill forces 250(10) or less except when Crown WEBS 3S- IEU0, 2a349m NOTES- 1)OnhaancedflwrweMadshavebeenco ere 1orthmdesgn. 2) Re1er 0 glNer(s)Tor driers W loss mn2c0ans 3)Recommend 2x65domgbar"S, on age, spaced at 1" 0 oe and fastened! to each ME a S on,backs to he a0achto walls 9Ned other ends a restmina by other means 1 SS3 1 6 5 LI = 431 4 3o DEFL. n "a" Vtlefl rad PLATES GRIP Ved(LL) T Ed] >9Yl E80 W20 2MY190 ver, 1, -0 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-12 FO] �Tvss Flow Gitlx 1 1 Bufld rsFlrs�Swxce(Carta N/F0 ,TX), CanoObn, TX- 5006, Bl' jj Jub Reference/pnlsBiAS, Ix Thu Nw 141450-E32024 Page 1 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 Ud PLAiMS GRIP TELL 400 Plate Gnp DOL 1ED TC OG4 Ved(LL) T 6 >9Yl E80 W20 22w190 TCOL 250 Lumber TELL1 W BC 025 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 rapt 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., ,—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-12 FOB FLOOR GIRDER BuildersFirslsaxee(Ceuu ,TX), Carman TX- 5006, 1. pry 1 R,x 4Ra51 W3 b0e4rece/.56P0y J62fMRp3PageID:VuBv YgWHs NHVBM-s 7Fi sB7OHg3NSgPpL0w3ulT GMN DC IJ4 JC'Jl 1�12 Seale: 310'=1' 3xfi na= An Gs zxa 7.Jt= �a 1 13 2 1C 3 15 4 5 a to 1 j 2\` Cx12 i1 10 95� V \I axfi = 15c1 11 V \I dx12 = a]< LOADING (psg SPACING- 2-0U C51. GEFL. In dec) Vdefl Ud REAMS GRIP TELL 400 LIST, GOP DOL 1 W TC ORR Ved(Ly -004 t0 >9Yl 400 W20 2201190 TOOL 250 Lumber DOL iW BC O55 VSMDT) -0W 10 >S. 240 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 sappal 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 Bl' ) R8536160< UNIT-12 F09 Floor 1 1 Job R= c219pIs0�F's, Iz Thu Nav 141a So AD 2➢26 Pagel Builders Flrsl3aace(Cart ,TX), Cartatlbn, TX- 5006, 630s 262➢24 MRei fidL ID Vu&n�Yg,NIk NHy MmX 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ42JC'rl 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¢neai,✓,T5 Max G. 5=305(LE IT 8=297(LC 1) FORCES. (Ib) - 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 JCad", on age, spaced at 1" 0 or and taste dto each ME S danpa0. to he 30acha to walls 9Ned Under ends a restdona driverbydrivermm 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. i. , 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 « �19— TYpe DNIT-02 1 Flom Builders Brsls—(CarlTX), CertaNbn, TX - 5006, 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 ft10.15 EdceL Fl20.1�Earned R50.150.1A LOAOIRG (psi) SPFCIRG. 21 CSI. OEFL. In (bc) lMefl Ud PLAIES GRIP TOLL 400 P6te Gnp DOL 1 W TC 029 Vat(LL) T 2-13 >9YJ Ma MIT20 2"190 TOOL 250 Larder DOL 1 W BC 042 Ved(CT) .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 SpNo1w2WSP SS(0A) TOP CHORD Strnudil wood sfleaNing dlreM applied w6-0-0 oc pudlns, BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 w 2W SP SS(Ral) except eM veNals. WEBS 2x4 SP No 3g1al) BOTCHORD Rigid ceiling dlreay applied w l OO-0 cc Trading REACnoxS. (.c) 14=0.4$?-0 B Max G. 14=903(LC IT 9=895(LC 1) FORCES. IS) - Max CorpMax. Ten -AII force5250 old or less except widen sbmm_ TOP CHORD 25 132ZU, 3 19520, 4-5= 95210 56=1952N, 6-7=1321N BOTCHORD 1ST4=0B33,12-13 1755 11-02-011952, 10.1 I-0/P5B, 3IG M32 WEBS T-9=t17"2-14=t 17M.7-10=LV12T, 2-13=01T26, 610=64NO3-13 UVD, 6-111448. Y12=0M48 NOTES 1) OnOalwadfloorN bads HavebeenconsideredbrtMsde n 2) A61tla&s are 3x4 MT20 wless oNe.nee INcartal 3) Recommend 2x6 stroMbaca, on edge, spaced a11" 0 oc and fastened to each truss wan 3-t0tl (0131' X W) naes Strolgbatl3 to 0e allacNed to walls al Marorder e orrest2lned 0y oNermealN 4) CAU ION, Do not erecNmss 0ackwards. MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 � ve ny o.�metrna 4n��Tesa. des a ao a.ne.nerene.eeP. e.,.,,re., ,a�anease. = Mill ny traog a',yye„s .wade 9ueance rega title �� u ww msFlam dn,,y'cn tiwna..nnunl tine acsl aulNma comvonem serery lmonmfion m�m¢tle fiomae snoM�elauMog component pamu eum puxw eommwnenaom) y1s Tss35]lluRews Jab « UNIT -0ers 2 N/III Fm12 BuildFlrsl3aace(Caua ,TX), 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 ® =1284 as o 1 2 28 19 18 17 1. 3d1- 3x10M18AH5 FP- 4x5 = 1 sx3 II 143 3a5 FP- 4xa 6 T 8 9 10 11 21im 15 14 13 4%5- 3vb- 2-9U lfL 11-168 111B 2-9T 2Ta III. 2S8 Plate Offsets(X YI- 11Food 01 Al R5 TlA Food 11601-0ECael 1210.1 04181 LOADING (pelf SPACING- 2— CSI. GEFL. n (bc) VUefl Ud TCLL 400 P6m Grip DOL 100 TC 041 Van(LIT)-015 i5-16 >999 480 TCDL 250 Canter DOL 1 W DC 073 Ved(CT) -02815-16 >718 240 BOLL 00 Rep Stru Ina YES WE 059 Hoa(CT) 007 12 IVa Na BCDL 100 Code IR=VTP12014 Mardi LUMBER- BRACING- TOPCHORD 2z4SP1650F15E or 2x4 Sp No1w2WSP SS(BA) TOP CHORD BOTCHORD 2x4SP1650F15EN4SPNo1 w2WSPSS(Ba) WEBS 2x4 SP No 3(Bag BOTCHORD REACTIONS. Ps m) 20=Meadnlcel, 12--05-8 Max G. 20=12WITC 1). 12--1258(LC 1) FORCES. IS) - Max Comp Max. Ten --All Porce5250 (Ib) or oaa read v4den sBmm- TOP CHORD 25=20160, 3-0=3254N, 45=3 Mr S6-31K8N, 6-]=38NVO0]�tEVG, BOT CHORD 132C=0/1189, 17-19�/2I92, 16-P=0"367D 1516=0"J858, 141S-013610,1314=02]92, 12-11-0/11� WEBS 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 d v �dnp.�metrman4n��Tesd. res d Ldded.ne.nereneaee9.6e.,.,,m.— 3—dense. MiTek® ny trades m%vmn> wuceM 9ueance rega title �x u ww msFl ouaifrcn amtiwnalmm'ePtrnunl Or.B eomm enaomt an4acslau,R,g Compon,m Snoglmmm,6on �pue rmmve s6uM�elauMog component pamu y1s ]ss35]t /uneYAsmn Jab Tn .� �Tvss Tym UNIT-12 QAHFF113 FLOOR GIRDER Bull Fimisaxse(Car ,TX), Baumann, TX- so06, a1-8 H �; 1PN J IUf Ss�� )) 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 tr 2M18aIS- 2i6 ach Lfi 3a6 FP= 3xfi= AS Glo= ach Ore 1 2 3 4 5 6 ] '- 8 9 30 29 211 27 26 .12= .0M18ARCEP= w 3x10 M18a155P = 8x12 M18AH8 - 2x6 II 2xfi 3X6 FP= Lfi 1[fi 2. H 3xfi = 18 11 12 13 14 15 16 9 18 19 33 2s 24 23 22 21 56 II 3x10 M18a15 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, 027�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 .� �19—TYpe DNIT-02 4 Flom Builders Fimisaxee(CarlTX), CarmMon, TX - 5006, S, H�� ISA 3xfi = ] S 5 6 T 25 20 Z1 22Z1 22 2 3vb = 15x3 � 15X1 g 3x6 FP= Yfi = C" 1PN J IUf Ss�� ) R85361609 Job Reterenc21901s0ifs, Ix Thu Nw 141450.452➢24 Page 1 630s 26ID24MRWi IOVu&nd•TYg�NIk%W NNysBXDSMTFIC'ASBTOHg3N5gPgnL6W]ulTl(bGKNSCDaIJ42JC'Jf 1 � L 5 t3fi5 I SO 11 15x3 .a= 3xfi ar= 1.3 �� L6= T 0 at. 11 12 a 14 19 10 17 16 3xfi = 3xfi = 2-ST 7L-12 401 113-12 1&11. 21. 280 13-12 17. 2-1. fi7. 290 Plate ORsets(XY1 f3T"Etlael MT"Facet I17T"EUceI 1180.14, E6ae1. 2T 0.1d 0.1E1. 1280-18.0-1AI LOADING (psi) SPFCIRG- 2-0U CSI. OEFL. In (bc] lMefl t/0 PLAIEB GRIP TCLL 400 P6te Gnp DOL 1W TC 037 Val(LL) I -O OS t6-P >999 Mo MT20 24,Vl% TCOL 250 LumMr OOL 1 W BC 051 VeA(CT) -010 i6-P >993 240 BELL 00 Rep Sdo Ina YES WE 040 H0a(CT) 003 15 Na Na DCOL 100 Ccde IRC BTDI.B1 Ma1rIrS WegM: 11910 Fi=20%F, it%E LUMBER- BRACIBG- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) TOP CHORD Structural wood sheathing directly applied a 6 oc putllns, BOT CHORD 2x4 SP 1650F 15E o=SP Nd w 2W SP SS(Ral) except am morals. WEBS 2x4 SP No3(flat) BOTCHORD ceiling Rigid ceiling directly applied a 1"Tcc Training. Except. "tD oc 2,T 2.19-20. REA MOOS. (sic) 26=05 V5 -8, 20=0-5a Max G. 26=635(IC 3T 15=818(LC H) 20=1811(LC 1) FORCES. (Ih) - Max Comp Mlax.Ted -AII Porce5250 old or less except wlren sham_ TOP CHORD 21421/03-0 98%o,--58RM2,5 S1 60 7-0MOST 7T-867AE 810=1627A) 1011=-162710, 11-12=162710, 12-13=-1181AO BOT CHORD 2526=01583, 24-25-0588 212E-01988, 22-23-MM. 21T 2= 3205, 1320=ov&16, 1819-M355,17-18=011627. 161T=01154015-16=0756 WEBS 2-26=82w, 5-20=-103M.2 2S01353.622=g636, T2 —67W. 1115=1067N. 7-20=128M 13-16=0530, 7-1 �0AcCi 12-16- 535AT IT19 79M, 818-0/553, ToTa 2T7N NOTES- 1)OnOalmadBoorWeloadshambeenc Mered1atM des n 2) AS phtes are 3x4 MT20 unless oNamse Imkated. 3)Rearecend 2M sLmngba,k, on adge, spaced at 1080 oe add taste elto each Noss wed 3-10d(0131°X3-)nal6 -SNolgbarM to ce ae"am'toa wrs al Unor other ends, a resr2lned by other meals 4) CAUTION, Do act credit truss backwards. .I n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® on. Jab « �19— Type UNIT-02 5 Flom Builders Firslsaxee(CarlTX), 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(bGKN5CBaIJ4zJCW 1 1S8 p1H8 3®@=t201 i sx3 II 1sX1 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 PLAlE6 GRIP TELL 400 Plate Gap OOL 1 00 TC O P Val(LL) _ _ 2-13 >9YJ 40o MT20 2MY190 TOOL 250 WmMr OOL 1DO BC 041 Vea(CT) -009 t2-13 >993 240 BOLL 00 Rep Sde Ina YES W8 0% HoD(CT) 002 9 Na No BCDL 100 Code IR=17P12014 MalrvS Wegat SB It, FT=20%F, it%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A) TOP CHORD Botanical wood 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$rule Max G. 14=897(LC IT 9=889(LC 1) FORCES. (Ib) - Max Comp Mlax. Ten - /ill forces 250 Sid or less except when saovm_ TOP CHORD 2�1310A, 3-0=192710, 4 5=1927N, 56-1 R271T &7=1309A BOTCHORD 1S14=0B9,12-13 1738, 1112-0fl92T, 1041-0fl738, 3IG GI26 WEBS 79 Ii65A, 214 1169N,7-10E,W19, 2-13-Wl8.&10=6371D, 3-13 710, 6-111M34 512=0(3 NOIEb 1) Unbalanced Odor the bads nave been considered lmtals desgn. 2) AS pG&s are 3x4 M120 wless odbenvlse INcartal 3) Recommend 2x6 sbongtaca, on edge, spiced a11" 0 oe and fastened to each boss wan 3-tOtl (0131' X W) naes StrolgbarMWbe attached M walls al Hoar othere wrest2lned by NaermeadN 4) CAUTION, Do not V t creed backwards. YR . VV MARCOS A. HERNANDEZ ................................ 113878 COR F-12513 November 15,2024 Mill Jab 6 1-1—TYpe ONIT-02 6 I`Flom BuIWers Firslsaxee(CarlTX), CarraNbn, TX - sons, 0.11A t 3x4 II 1PN J IUf 53�� )) R85361611 Job RelemncGlgh) ' , Ix Thu Nav I114Ed.2➢24 Page 1 630s 262➢24MReeiifisB IOVu&n�GYgWHs%WNNysBXBsnRTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ42JC'Jf 1-}0 2 3x4 = 3 3xa 3®n =1Y03 3z5= bb= 2-1O ' LOADING (psi) SPACING- 2" CSI. OEFL. In Una Ud PLATES GRIP TELL 400 P61e Go, DOL 100 TC 003 Ve0(LL) 000 :tl 5 "^ E80 W20 2MV190 TOOL 250 Lumber OOL 1PC BC 003 V=CT) -0m 4S >993 240 BCLL 00 Rep Sdo Ina YES WE 0IXi roa(CT) TOP 4 do Na BCOL 100 CoOe IRC2021RP12014 Matrix-P Weght 201b FT=20%F, lI%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or a4 SpNo1w2WSP SS(0A) TOP CHORD Shucludil wood sheathing directly applied m2A-0 oc pride, BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 awsp SS(0a1) except end vernal WEBS a4 SP No 3gat) BOTCHORD Rigid ceiling 0lreay applied or 1 PC 0 cc ancig REACTIONS. (.c) 5-T5$ 4=058 Max G. 5=181 BO IT 4 18NLC 1) FORCES. do) - Max Comp Mlax.Ten -Aff does 250(Ih) or less except when shovm_ NOTES 1)Recommend 2x5 shmgbzOa, on age, spaced of TOP 0 or atM lisle olto each treo won T1GJ(0131' X 3') na05. StmlghacU W he atGcha to xa15 al Mar order 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-12 F1] �Tvss FLOOR GIRDER 1 1 Boilers Firsl3axce(Caua ,TX), Carroll TX- 5006, 6(1 j Job Reference/p.�11s0iA5, Ix Thu Nw 141450.462➢26 Page 1 630s 262➢24 MR ID Vu&nmTY,NIk NHysBM-s 7FI .B7OHg3NS,P,L6 3ulT GMD.7J4 JC'xl tom% 1�S fl� Srale: L4'=1' 3x6 II 2xa - 2. II 3x6 II ?rfi II 'A 3xfi It t 'd 2 3 4 14 s 15 6 16 T 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.,R 3—R.EUsE, MiTek® 9ueance rega title �� 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) sects', 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-02 F18 Flom 1 1 Job ReterencGlq ) Builders Flrsl3aace(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 « DNIT-02 N/III FmF01 Builders Flrsl3aace(Carta ,TX), T Type BUT PN R85361614 FreeR 1 1 CartoBoq TX-5006, [p�1p j 630s 2602tag., KdI15,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-12 QANFFFF02 FLODR Builders Firslsaxee(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 2213 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 0Zt 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-02 FF03 500 SPeoal Grttler 1 L Job Rererence[p 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 = 4Ft *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.ol 2 >999 240 Wm ht 14211, FT-2 LUMBER- BRACING- TOPCHORD 2x6 SP 2400F 20E or2x55P DSS or 2x6 SP M 31 TOPCHORD 2TH) pomlre(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�291N, 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 10m (0131 NY) nails as follows_ Tap chords Connected as follours_ ad-1 mayat 0s 9C rr. 2x6 - 2 ruestaggered at 0-90 m, ttom Bochords Connected 6 as Taipei - 2 mxs staggered at 0-9-0oc. Webs conntt@m as rollovs: 2x4-1 roe at ORC oc. 2) Ar baits are Considered equally applied to all pines, except if noted as Brad (F) or bacJt (B) race In the LOAD CASE(S) scctoa PIN to PM Connections have Been I15mpb emu distribute only 91i teen () sL, 1 mnemindicated-45. 3) Will: ASCE y t6 VU FRS pn ec add g p VasdSt ) tr TCDL s opined an Gov t h son, B d vertical L=4oR; eadd Mil Cat. BExpcC,Cf roomed, member add homes WCCC r(3) - ndlm left and hurt exposed, dI60 left all ]M pam,adecu members aWf BMWFRSfir aclla h-Lunube DOL 160 plate pOOL i60 5)P inns; has t 0 - geto pm t sf London, _�� \\ s)m vussre been besymsto 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 themin an areas times a rectangle 3TrD Or by 2-Da wde � pS,,......,Fx 11 .1 rnbeteeen Me Whom mom am am Mere.members. ])Refer to glmer(s) for mass to Wss wntrecaaus / E)L.dmse(s)1,2,3,45,6,],8,9,iD,11,12,13,14,15,16,P,18,19,20,21,22haLnavebeennkblfied. BufidNgdesgner must maim loads to verny Nat they am Correct fin Me intended use oTn85 mass. j.*...........................� 9) Th6wss design requnesnata minimum m7fl6^sN umi omsne NlM apple mdaemymmempclwm and L2' gypsum fMARCOS A. HERNANDEZ/ streebock be applied alrecty to Me Wnom Chem f. ...........................•••.. 10) Graphical tough rePresentatcn does nor Select Me vze or Me ohz'MatDn orNe pulln along Ne top aWlOr Conch mom. /11 ., 113878 LOAO CASEIS) Standard Ill �f </CENSE ';*,,% l 1) Dead +Roof uve (Whited) Lumber lnchease-I 00, Plate Inoreas,l DO 1\ Unnorm Loads g,lq \\\\iiSS/ONAI�:"' o Vert iS--1020, 6A=20 2)Dead + 0 75 Rood lrve(GaancedJ Lumber mcrease=l OO, Plan, hxrease=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. . mnoneM a veom�etry Mimeo ry m N N M ate acs a serery mo.mafim ar acacM m0onen 9rvAaa0..+..PxMu9) �( 1H Jab ITn« dry IPIy R85361616 UNIT-02 FF03 �T"'Type RaNSpeoal Grttler 1 q L Job Reference[p�1p Ij Builders Flrsl3aace(Carta N/m ,TX), Can Anon, TX-5006, KI 630s 26IDM'Nfll iKdI1IV,Ix Tbu Nw MM.482➢.7,2 ID VUBmdrGY9WHs NHysBM-S 7 ICMSB7OHg3NSdP,L6 3ulT GMD.IJ42JCW LOAD C113E(S) Standard UnMnd Loads Unit) Ved: 1ti 918, 6A=-20 3) dead+UnMabda0k MIC WMON SW.ge Lumider Increase=125 P6R Increase=125 Undmm Loads (nlry Ved: 15=63 X-40 4) Dead +06 CL Nfind (Pas Imxnal) Case 1: Lumber Incraase l 60, Plate Orcrease-1 60 Lenten Loads (nln Ved: 15 31, 6A=-12 Horz tare, 56=43 5) Dead +06 C-0 "find (Pas_ Internal) Case 2 Lumber IOcrea,l 60, P ate Ircrease=160 Unt .Loads Unit) Vert 15 31,6-8-12 H. 1d= 5fY28 6) Dead +06 CL "find (Neg IMemag Case 1_ Wmber Increase=160, Plate Incfeas,l 60 Lenten Loads (nIU Ved: 1b 6722 68=20 Haz 1$ 5�1 2) Uead+06 C-0 "find (Neg Weed) Case z wmcerincrease=160, Plate Inc ease=i 60 UneMm Loads Unit) Vert 15 2� 68=20 H.1�t5fY40 8) Dead +06 MWFRS Wind (Pos_ Internal) LeK Lumber Incease=l 60, Mee Increase=160 Lanced LuMs (nll) Ved 15=-450, 6A=-12 Haz 1a11, 56 l 9) Lead +06 MWFRS Wind (Pos_ Internal) Rgbt Fun v Increase-1 W. Plate Increase=160 Untbrtn Leads (n10 Vert 15 50, E8=-12 H. 1�215fY17 l0)Oead+06MWFRSWbq(Neg.lntemal)Left Lumber Increase,i60,Plate Inc se=160 Umtorm Loads (nil) Vert 1-5-d .68=20 Horz 1A=S Wind 11) dead+06 MWFRS Wlnd (4 lldemal) Rgbt Lumber, hrcrease=160, Plate InCreas,l 60 Undo. Loads (pll) VM. 15=W20, Vd Horz 1-8-8, 5£=29 12) Oeed+06 MWFRS Wn'd (Pas. I lemal) ist Paailel LumbeT Increase=160, PMte Incnease,l W Unborn Loads (H) Vert i5=-0. ,68=12 = Horz 1A54- 13)O clF 06 MWFRS Wind(Pm IMemad 21M Pmalhd Lumlter Increase=160, Plate Imese=160 Undo. Loads (pll) 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 (K) Vert 15= 1, 68=20 Horz "-14, 5414 15) dead+06 MWFRS Wind (Neg. IMemal) 2nd Parallel Lumber Increase=l W . PMte Increase=160 Undo. Loads (pll) VM. 15=W41, 6d8 2 Horz 1-8=14,N 14 16) 0ead_ Lumber I.09o, Mee Ircrease=o 90 PR metals W Undo. Loads ((AN Ved: 15= 613, 68=20 17) dead +O 75 RwtLlm (Wl)+O 75(06 MWMS WnM (Neg. mp Len)- Lumcer Increase=160. Plate muease=160 UMtorm Leads (yAN Vert: 15=-942,6d=211 HOC, 1A=225a6 18)Cead10]5R.TlFw(MI)+0]5(06MWFRSWind(Ned Ind Raged Lumner Inc se=160, Plate Increase=lW Unrtorm Loads (pld Vert 1-`.r W4,6�20 Horz 1A�, 5E=-22 19) 0ead+O T5 Rw(Llm (Wl)+0 ]5(06 MWFRS WiW (Neg. Int) tst Parallel) LumlaeT Increase-16(FPlate lFc eaRC,1 W Undo. Leads (yAl) Vert: 15=-939.6d8 2 HOC, 1A=1, Nin 20)Cead+075Rm(LwUsel)+075(06 MWFRS Wind (Ned Ind 2M Pambel) Furreser Increase-1 W. Plate lnrrzase=160 Unrtorm Loads UK) Vert 1-5=-939, 6�20 Horz 1A=11,5a-11 21)0 cl+06C Wind Men Omm_ Lumber Increase,l GO, Mate Increase=tW Jab « vass,ye UNIT-12 FF03 TRd SToal G,,&, auimFrsa(C— x), Caun, Tx5006 LOFO C11M(S) S lord Undoem Loa0s (p0) VM i 5-- , 6E 12 Ho¢ 1A=18, S -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 /py P3ys 2E..l 6pIV, Ix Thu Nw E 0..26Ra53e631616 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-02 QAN FmF04 Builders ..A—.(Cau ,TX), 1 4 = T Type OA' PN R8536161] FLOOR 1 1 cG1q ) CartoCbq TX-5006, 630s 26024 MRei fidLsO�F's,Ix ThU Nw 141450-E82➢24 Pagel IOVu&nmTYg.NI NHysBXOsnR]FI WsB7OHg3NSgPWL6 3ulT GMN DC ]J4 JC' Mo. b104 z.411 2x411 AT 11 2z411 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 111. 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. ABraxllorc.2501oorlessifolM(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 O'llen 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 Cotlom 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 6DroM�ea�is ae t1-.,Hse. alaI, p m� 1Mill evom° rim .,aei5I'a,MneKd=� Jab DNIT-02 FF O5 - R Bilrs Frsa(CnX), CarroBon, TXssTYpe 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.]J42JCW 3104 28l3 2L-13 2-iL 2x411 .4= 2x411 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 PLATES 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 Accept 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-02 FF06 FFO6 �Tmff RaNSpeoal Grttler 1 1 q Boilers FlrslSaace(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 4S2 fid15 4164 2-45 2A13 2LL13 2{-5 5®n =1Y82 'z�a �11 3-= 2x411 3w= [5<1 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-02 FFO6 �RNSToal Grttlr 1 q [ f.1KpIV Buildrs Flrsa(Crt X), ,ye CanAnon, TX-5006 K0ys ID , IxTh11 M. M 2➢.75,3621619 ID VUBvdrGY9WHs NHysBM-S 7 I .B7OHg3NSgP,L6 3ulX GMD.IJ4 JCW LOAD C113E(S) Standard UnMnd Loads Unit) Ved: 1ti 918, 6A=-20 3) dead+UnMabda0k MIC WMON SW.ge Lumider Increase=125 P6R Increase=125 Undmm Loads (plry Ved: 15=63 X-40 4) Dead +06 CL N nd (Pas Imxnal) Case 1: Lumber Incraase l 60, Plate Orcrease-1 60 Lenten Loads (pin Ved: 15 24, 6A=-12 Horz tare, 56=43 5) Dead +06 C-0 Nand (Pas_ Internal) Case 2 Lumber IOcrea,l 60, P ate Ircrease=160 Unt .Loads Unit) 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 (pIU Ved: 1b 6722 6-8=20 Haz 1$ 5�1 2) Uead+06 C-0 Nand (Neg Weed) Case z wmcerincrease=160, Plate Inc ease=i 60 UneMm Loads Unit) Vert 15-�i43, "-20 H.1�t5fY40 8) Dead +06 MWFRS Wnd (Pos_ Internal) LeK Lumber Incease=l 60, Mee Increase=160 Lanced Loads (plg Ved 15 50, 6A=-12 Haz 1a11, 56 l 9)Dead + 06 MWFRS Wind(Pos_ Internal) Rgbt Fun vIncrease=l W. Plate Increase=160 Untbrtn Loads (p10 Vert 15 50,"-12 H. 1�215fY17 l0)Oead+06MWFRSWbq(Neg.lntemal)Left Lumber Increase,i60,Plate Inc se=160 Umtorm Loads (pll) Vert 1-5-d .6 20 Horz 1A=S Wind 11) dead+06 MWFRS Wlnd (4 lldemal) Rgbt Lumber, hrcrease=160, Plate InCreas,l 60 Undo. Loads (M0 VM. 15=F20, Vd Horz 1-8-8, 5£=29 12) Oeed+06 MWFRS Wn'd (Pas. I lemal)1A Paailel LumbeT Increase=160, PMte Incnease,l W Unborn Loads (M0 Vert i5=-0. ,6 12 = Horz 1A54- 13)O clF 06 MWFRS Wind(Pm IMemad 21M Pmalhd Lumlter Increase=160, Plate Imese=160 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= l,6 20 Horz "-14, 5414 15) dead+06 MWFRS Wind (Neg. IMemal) 2nd Parallel Lumber Increase=l W. PMte Increase=160 Undo. Loads (M0 VM. 15=$1, 6d8 2 Horz 1-8=14,N 14 16) 0ead_ Lumber I.09o, Mee Ircrease=o 90 PR meMl� W Undo. Loads (MN Ved: 15=613,6 20 17) dead +O 75 RwtLlm (Wl)+O 75(06 MWMS WnM (Neg. mp Len)- Lumcer Increase=160. Plate muease=160 UMtorm Leads (MN Vert: 15=-942,6d=211 HOC, 1A=225a6 18)Cead+e]5Rw(Lw(Wl)+0]5(06MWFRSWiW(Neg Int)Rgbt): Lumner Inc se=160,PMIe Increase=lW Unrtorm Loads (pIN Vert 1-`.r W4,6�20 Horz 1A�, 5E=-22 19) 0ead+O T5 Rw(Llm (Wl)+0 ]5(06 MWFRS WiW (Neg. Int) tst Parallel) LumlaeT Increase-16(FPlate lFc eaRC,1 W Undo. Leads (MN Vert: 15=-939.6d8 2 HOC, 1A=1, Nin 20)Cead+075Rm(LwUsel)+075(06 MWFRS Wind(Neg Ind 2M Pambel) Furreser Increase-1 W. Plate lnrrzase=160 Unrtorm Loads UK) Vert 1-5=-939, 6�20 Horz 1A=11,5a-11 21)0 cl+06C Wind Men Omm_ Lumber Increase,l GO, Mate Increase=tW Jab « vass,ye UNIT-12 FF06 TRd SToal G,,&, auimFrsa(C— x), Caun, Tx5006 LOFO C11M(S) S lord Undoem Loa0s (p0) VM i 5-- , 6E 12 Ho¢ 1A=18, S -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 py Ply 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-12 �Tvss FF07 FLOOR 1 1 Job Re'erence[p Ij Builders FlrslSaace(Carta N/m ,TX), CartoCbq TX-5006, 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 - 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 BusswM3-1WM131'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�f evmomc,e nm�f-H ,r.—lg,i,c Jab FF08 DNIT-02 N/III FmFOS Builders U.Saace(Carta,TX), T Type � PN R85361621 FLODR 1 1 [p�1p j CartoCbq TX-5006, 630s 2602Ettg, iKd 150iAS, Ix run Nav 141450502024 Panel ID Vu&n�Y9WHs NHysBM-s 7FI W.B7OHg3NS9P,L6 3ulT GMD.IJ4 JC'xl 2-0.ID l4 zx4 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 MirtcAS 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-12 N/III maul Flom Supported Gable Builders Frslsaaee(Cam ,TX), CamoBon, TX - 5006, t 2 3 pry Ply jj R85361622 re I 1 1 Job RHag,ce/p.�11501A5,Ix Thu Nuv141450502➢24 Pagel Ems 262➢24..n:KIIKKddLL ID Vu&nd•TYg,Nlk NHpBXBsnR7FI sB7OHg3NSgPWL6 3ulT GMN DC ]J4 JC� ® =1Y88 6 7 8 9 10 l m t5 14 13 12 1t t1a0 nao LOAOING (No SPRCING- 2-DO CSI. OEFL. in paid) Well W PLAIES GRIP TCLL 400 Pate Gnp DOL 1c0 TO ON VOMLL) Na - Na 999 MT20 244OW TCDL 250 Lumcer DOL 1 W BC 001 VeMOD Na - Na 999 SCLIL oo Rep Slugs Ina YES WE 004 HamCT) 000 11 Na n2 BCDL 100 COOe IRC2021/rPl2Di4 Matra-R WeJgM 54a FT=20%E 11%E LUMBER- BRACING - TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal) TOP CHORD ShucN21 woo050eatNl�g Uhectly applltlw680 oc Wrllns, BOT CHORD 2x4 SO 1650Fi 5E or 2x4SP Not w2WSP SS(8a1) except end veNfals. WEBS 2x4SP 1650F 15E M a4SP No 1 or 2W SP SS(8ag BOTCHORD Rgld telling dlreNy applied or 1 D Doc Mxing OTHERS 2x4 SO No SOON REACIIOBB. All Oeamys11-40 (10)- MaxG2v Altreatllo1N 25010 or ass atjolnt(s)m, i1, 19, 18, 1], 16, 15 14, 13, t2 FORCES. (a) -Max Comp Mlax.Teo-Allfirce5250 (10)orless except when sbmm_ NOTES- 1) A8 plates are 15,3 MT20 unless othaese Indicated 2) BOI, requires continuous IwBan Craig beamg_ 3) Truss to cedulysneaN fromoneraceorsecurerybmce agaastlateralmovemmd(Le.dogonalveo). 4) GaMe h ds spacce at 1-0 . 5) Recommend 2x5 strom]Lrecks, on edge, sp rcN at 10-0 0 oc and hastened to each tmss anth 3 load (0131"X W) raft Strongbacks to tie attacRV to walls at Mar order ends w restrained by order means :♦ n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wa v�.s,.1mena4n��TesR.res nl�Lnnennnexnerena-e.l-Iruat�,a..Rnense. . -al �ro MiTek® ny trog a wai M Sae sure u olu e,y.,. ainuay n amtiwnalwm'aOne ,ad acsl Banner Comvonem safety lmorme6on �pue rmmve swenamamogcomponeal pamu bob—�Jtle�� ) a�Om+e' eomm�enaom) yIs]ss1nll.,Tk.s— Jabvss ,�TvssTYpe UNIT-12 Kvdd2 Flom Supporlel Gade Builders U.Sadm.(Ceo ,TX), C—aNd TX- 50061 .4 II 1 2 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.,,a�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-12 Gem �Tvss Flom Supported Gad. 1 1 Builders FrslSaace (Carta N/m ,TX), Carto6bq TX-5806, Job Reference/pgpnalj Ix Thu Nw 141450512➢24 Page 1 63N 2-2 MR IDVu&n�GYgWHs%c6NNysBXUSMTFIC'MSBTOHg3N3gPgnL6W3uITXbGKNSCUaIJ4zJC'Jf LL1$ 11Sa II z 1 5X3 II a 1. II 4 sxa II s®tr=rlaz 9 sxa= un II 1aK1 II 1c411 43T 41. PMIe Ofhe6 lX YI- 5 Food0.1 To 190.1A0.1-81 LOADING (psi) SPACIRG- 2-0O C51. GEFL. In `a) led "d PLAIES GRIP TCLL 400 P6te Grip DOL 1 W TO 0 Do 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 DO-0 cc anciM 8, a4 SP No 3dddD OTHERS 2x4 SP No 3dido REAL BONS. All bearings T3 0. (to)- M.G. Allredmdxe250 dav,satjMnt(s)05,Z6 FORCES. do) - Max Compp Mlax.Ten .- All forces 250 So or l s except Anen sbmm_ NOTES- 1) Gable repulres continuous bMlom UmN be.., 2) Truss W be 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 a0aclred to Anils al their older ends ce dest2lned 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. res nanen.nE.nerene.eeP. dlrRneuse. Mill ny traog 9ueance rega ti� ce',yye„s M u ww JGI ouaimsN ryen tle� amtiwnalmm'ePtrnunl anndCSIB,,R,g Comp,-i,tSoeylmoo,odm m�m¢tle fiom Ye snoM�elduMog component pamu �Ore+e' eomm�enaom) y1s Tss35]llunewsmn Symbols PLATE LOCATION AND ORIENTATION 1f2L�lIT L+I W Dimensions ionsaeplate on joint unless xnt offsets are Indicated , Apply pions are in h sidesinusioft, hs. Apply plates to both sides oP tmss and fully embed teeth . Ogee � F For 4 r 2 orientation, locate p ates 0-'�d' from outside edge of truss, This symbol inCoates the required direction of slots In connector plates. "Plate location detalls available in MITek software or upon request PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicatedin the symbol shown and/or by tax[ in the Bracing section of the output User orlbredng If Intllcatetl. BEARING Indicates location where bearings (supports) occur 4cons vary but reecdon section Indlcatesjolnt number/letter where bearings occur. Min size shown Is for crushing only Industry Standards: ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal Plate Connected Wood Truss Constmction, DSB-22 Design Standard for Bracing, BCSI'. Building Component Safety information, Guide to Good Practice for Handling, Installing, Restraining & Bracng of Metal Plate Connected Wood Trusses, Numbering System 61 1 tlimemlom shown in call) lx[eenMe (Drawings not to scale) 1 2 3Jolnt lO TOP CHORDS typ � e WEBS L33 Qv 4 k 0 u 4 Y s 3 u U OF ca css � a BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. Product Code Approvals ICC-ES Reports, ESR-1988, ESR-2362, ESR-2685, 5SR-3282 ESR-472$ ESL-1388 Design General Notes Trusses are designed for wind loads in the plane of the truss unless othenlvise shown Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by Others. 02023 MiTek®AII Rights Reserved M mi Te V MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023 A General Safety Notes Failure to Fallow Could Cause Property Damage or Personal Injury 1, Addl[ional.tadlllry pricing for puss "tam a 9, dlagonel or x-bracing, Is always requiredsae scsl, 2 Truss bracing must be designed by an engineer For wide puss spacing, Individual lateral braces themselves may require bracing, or alterni Tor I bracing should be considered, 3 Never exceed the design loading shown and never Stack materials on Inadequately draped tmsees. 4. Provide cold 89 of the truss design to the building deadens,, eracticn SupeNlacq properly owner and all other Interested peRles, 5. cut members to bear tightly against each other. 6 Place PI Ras on each face oftmee at each joint and am led fully, Knots and Wane ajolnt local ons are regulated by ANSI/TPI 1. 7 Design assumes trusses will be suitably protested from the environment In scoot With ANSI/TPI 1. 8 Unless othemIse notetl, in of stile content N lumber shall not exceed 19%at time of fabrlost on, 9, Unless expressly noted this design Is not applicable for use wIN fle retardant pressrvelve treated or green lumbar 10. Cam par IS a non-stuctu,R Consideration and 18 the reeponslpudry of truss fabricator. General credits Is to cembertor bead load den ePllon 11. Pike type, Sue, cremation and location dimensions Indicated are minimum plating requirements. 12 Lumber used shall be of Me species and else, and In all respects, equal a or beder then that stapled. 13 Top chords must be sheathed or purling provided at Sparing Indicated on design. 14 Bottom chords Moans lateral tracing R 10R spacing, or lees, If no del Ina I9 Installed IN... RneNvls. notetl. 15, Connestlons not shown are the responsibility of others. 16 Do not out or sitar trues member or plate WQnop[ or or approval of an engineer 17, I nstall and load vertically unless Indicated Premise 18 use of green or treated lumber may pose unacceptable environmental, health or perform once Asks. Consult Wlth project engineer before use 19. Review all potions of this design (front, beck, words and pictures) before use. Fw eWing actures alone Is not sufficient 20. Design assumes mendasture In accordance Wlth ANS[TPI1 auaitycrdtena 21, The design does not take Into account any dynem It or other loads other Her nose expressly Stated, CHILDRESS ENGINEERING SERVICES November 18, 2024 Grapevine Brownstones, LLC 15441 Knoll Trail Drive Suite 150 Dallas, TX 75248 Re: 250 East Dallas Road (Building 8) / Grapevine, TX Lot Block Plan Building 8 To Whom It May Concern: 2505 N Pl . Rd Su 4 00 Ricbards®,' 75082 214 516630P 214 51L631P wwwrss81oba1com This letter authorizes the following plan, designed by Childress Engineering Services, in accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been designed to meet or exceed the specifications stated in the 2006 International Building Code, the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33, and currently recognized engineering practices to be utilized at the project listed above. Calculations for the above plan were performed based on the following: Subdivision: Grapevine Brownstones - Phase II City: Grapevine, TX Soils Lab: UES Professional Solutions 44, LLC Soils Report: G241485 PI: 40 Qu: 1500 �GINEERING 3F If we can be of further assistance, please give us a call. We apprvbjoji114yto be of service. OP�'� ��P,.� •.1gsit/ �s Respectfully, .`.......... .......i.'. TCNY H. CHILDRESS •e 72029 ` i ..:..................... x F Tony H. Childress, P.E., S.E. F-7422 w .ces9lobelxom ,CIiAv. THIS PAGE RELEASED FOR CONSTRUCTION WITH RELEASED ES NOT UCONFLICT THE BUILDNGCODE OR ZONING ORDINA CE m ROVEDFUNGis e[Iu_vT ON THE JOB SITE AT UE Do U3225/2025 BY: ARNOLDO RAMIREZ TSBPE: I+I3BB BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY J CONSTRUCTION HOURS 7:00 A.M. - 7:00 P.M. MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY OWNERIDEVELOPER Grapevine Brownstones, LLC Greg Gifford 129 South Mein St, Ste 215 Grapevine, TX,76051 PHONE 4694 76101 GGiffrnd@nucNicaphal.com STRUCTURAL ENGINEER Childress Engineering Services Rod Stode 15MN Greenville Ave Ste 1000 Richardson TX 75081 21144516630 fade@.S9loUal.mm ARCHITECT CIVIL ENGINEER SCHAUMBURG ARCHITECTS Kimley Horn KEN SCHAUMBURG Lon Lusk, P.E. 8432 BLUE HERON CT. 400 N. Oklahoma or,, Guile 105 FORT WORTH, TEXAS, 76108 COIS", TEXAS 75009 PHONE 817,929.2389 PHONE 972-704-1176 JEFF@SCHAUMBURGARCHITECTS DOM Lori.LuSk@Kltnlay-Ham.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 acne^ P2MR a Na bhmNMn RwMenll.l CO. 2 Pm.a o Ew.,ae.aw,baapaa Laear,B m.M1a na.a wa .ra�e.�aa v uBM arero be.eemeaawaxxRmm TYPaxewb..�w,.PAaA a, M1aaa acva,aea , Pm. eae'. N..rHw.a aw,.M.,Paa.awbeM1w,.N a Dwmaal0=,aBa wa aaPaala ... -RA ATER aaaaa a I ne 1rzxPPN aM+umM1PNM n - Pd .am aii naela:eia mOee+M1wa S PmvMeOuaetlnM1, areuntl ba wnee,Meb paliw11o1 xa at maetRHnebw wa0rwntl eurhee GuaNntlem baamae[]enneNwmM1a BMxM mleimadum M,ePawa,ueM1 5 arm arP«m ea��ama ...naox.�a e.:lee..mwueae.meama.a .P . Papa iomaimm.aiamrKmMw M1a baarooe. io a w�nio wM1iexTwl. PP 2R-Value oU11m11 enrelowmbe R 00 wilinyrool. R 20 walk umrq Imam in,uklion wiN norvvenktl alSc. Iwulffion baMwnunite lnelutl cavM to be racAwodmmeetaoi M. Swiwftlxreu mrmenor Mntlowambe AntlanonlW,miee. ,linen GimulaW wah5 e0reyroamlo vovxlme, aM1ard No ineukbon in elwaliorwalN aluinin0airc 10.AII uehdor�aaRaa to beuemenluoewwl BN,M1VbuxjukedwulYSJeO IT IS THE RESPONSIBILITY OF THE OWNER/ DESIGN PROFESSIONAL/ CONTRACTOR TO HAVE PLANS REVIEWED AND THE BUILDING INSPECTED BY A CERTIFIED ENERGY CODE INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION DOCUMENTATION SHOWING COMPLIANCE WITH THE ENERGY CODE ADOPTED BY THE STATE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. SMOKE DETECTORS SHALL BE LINKED SO THAT WHEN ONE SOUNDS, ALL SOUND. Fire Reviewed 12/11 /2024 12:23:14 See comments in MyGov ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS 1 APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES SPECIAL NOTE I CONTRACTOR SHALL CALL FOR INSPECTIE PROVIDE SAFETY GLAZINGS AS REQUIRED PER (877)410-3070 SECTION 30R AND EMERGENCY ESCAPE AND RESCUEOPENINGS PER SECTION 310 OFTHE CONTRACTOR REGISTRATION WILL BE INTERNATIONAL RESIDENTIAL CODE REVOKED UPON PERMIT EXPIRATION. CODE REFERENCEAPPICABODE CATEGORY CODE INFORMATION SECTION ECLEC TION CODES IN EFFECT OOE DK) LwDE DMC) ELECTRICAL 2020INTERNARONAL ELECTRICAL CODE PLUMBING 2NIINTERNARON PLUMBING CODE UK) AND N151NTERNMIONAL FUEL GAS ACCESSIBILITY LAS CODE ONES YOODE 20151NTERNARONAL ENERGY CONSERVATION CODE BECC) INTERNATIONAL FIRE CODE NFCI EOLASUNCAnaxzl PRNIGERED GARAGE3 NOT REGD. GM NFPAUR R pNTM O-11 Al10NPE .VREFER TOINC I.F.C. IBC. T-1.001 PHASE 2 DRAWINGS _ _ o. i Bxeq MwA —T—s �z iT�R ME i uN, lewen,a.v, uxav i �� eEvnn x i n IH�C;w = Nm� IT— U u,a, litrriimfr_ w+i ,. i re e: jzzz:_N�� 4- -moo Fa, IIIlMaHiYNlixrtrs i L �smw INFORMATIONAL NOTES 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. ■ I�w�.,ro.w n a ■ COVER Building 8, UnitZ ■ �w�. G 1.2 r` _ F aa)i Z O W Do 0 3C7�: oDU mm� N C I_p Qrn N a)U Z rn mo_0 �(D<W J > It = It �Z Uoo�: LU Of N N O N -- W E a--�----- - - - :- - -- — --- —=— — I l}- — £ I EAST DALLAS ROAD —_ EXIST a" S 5. _ � 4:.� E%ISi 6"- - - ----—SPB�,_— - ]80 0 956 BLa � II G.F.. .P.R TC.T U+ 3 12 12 7.70 //////E%ISTINO 24' PUBLIC ACCESS, UTILITY_ �». I EXIST B" INAGE EASEMENT 5.5. / INST.&NORD22234407 C.P.R TC.T. i g ` LOT 1A, DLOCtA, K BUSINESS PARK ADDITION �`- INST. D22 O, O.P.R.T.234407, C% (ZONED: TRANSITT. pIS1RIC1) / 16 10.6E o I I I 1 1 1 Id is I iL 10 U E _ II lUe�lUe V P Vl -E EXISTING z4' DRAINAGE, UTILITY, & I ACCESS EASEMENT CITY OF GRAPEVINE I THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. LOT 1, BLOCK 1. HASTEN ADDITION CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT CABINET A, SLIDE 12126, P.R.TC.T. ALL TIMES. OWNER: 929 MAIN, (ZONED; TRANSIT DISTRICT) 03I25/2025 BY: ARNOLD O RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN - — — — — — — — _ EASEMENTS OR PUBLIC RIGHT OF WAY MATCH LINE SEE SHEET C-08 ALL C14ANGES MUST BE APPROVED. NOTES N1o� H (]% LONaluo Nn� sLaPE MAx) - 1 A F ._ 1. S� t / �I PUNS) J// rLDUK �10' UTILITY, DRAINAGE, CENtEa5�9osM wABK g' ME OR CEMENT 1RFAtFD TRASH C &SIDEWALK EASEMENT p{y PAD n I ,� PAVING SECTION A -A 250 E ONRIC ELECTRIC DIM EASEMENT "VM Es1 2a E E 02180]1509 O.P.R.T.GT. I_ Pwis _iIF j zss (Doc) _ LONG 1u a aPE uaq P i ary L s PARK Na Ig PROPOSED 5' UnDTY a' X� EASEMENT L5UEWFWIK N ' R VA"AUK u5 Ns) EE i `W Pm11ERs BOT1 WAYS B^ SMWNEo oR LtlzvWlT 1REATEo LOT EA, BLOCK 53 z s3 c ORIGINAL TOWN OF GRAPYKE PAVING SECTION B-B INST. 10. 1221218008, O.P.R.T.C.T. OWNERI D.L. ROGERS CORP. (ZONED: TRANSIT DISTRICT) AMEN ON TRASH VARU SEE 14 PAD PI N —2.82' (ROD) I Im 18.00' (SEE SEC x 4 4�>)ON. 1 ORIVEWAY� `DRKWAY 6" MOUNTABLE NTERs BOTH IWAYS CURB PER DETAIL N ER BROOM SHEET C 42 MAIL BABEM _SR at CEMENT TREATED • ' . 32.0o' PAVING SECTION C-C 1800 (SEE SECTION „Ts UTILITY EASEMENT - 1800' z=IEE � 2T ss "gym i IF" - - •ia.OG IV —I I_ .O m F-r 260' (B ) LOT 1R, BLOCK 1 oR VEwaY7—TuTS FA RReH ADDmoN EaTN w TMMs"ME oR DEUENT muTm o I CAB. A, SLIDE 10901, RasE P.R T.GT, PAVING SECTION D-D ia..' / < OWNER: BHA REAL ESTATE N,8 . I HOLDINGS LLC (ZONED: TRANSIT DISTRICT) �11o.5r (Boc) BENCHMARKS 1..00' -yyo 1�2 49' (BOC) TaMp1 T1tE sDLwaut uDNc Am 8;00' 8a IaPAL WAY. i >_� ! M4 BZBZOTT UE 32.00' a t800'• (SEEeSB'TION $ T NORD OF THE SUO.EOT N W*E s 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. 03/2512025 BY: ARNOLD O RAMIREZ TSBPE: 13898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. it lr 20 �.I L 10.51' (BCC) 2.49' (BOC) — — — — — MATCH LINE SEE SHEET C-07 .—AF •:1 6I9i� — — — az bG' - T7 Ir�� i� I BUD G 6 18.0o- (SEE SECTION a I r 22 L y 5.35' �p, I � la oo 5O PROPOSED 5' UTILITY EASEMENT F 5Aa 5.39- (SEE SECTION LOT 1, BLOCK 1, BU24 7 RAER HASTEN LOCK 1, L y 25 24 23 TRASH CABINET A, SLIDE 1212B, P.R.T.C.T. I PAD OWNER: 929 MAIN. R ��----II - I-2.29' (BOC) (ZONED: TRANSIT DISTRICT) /I „ IIM// J 68.29' _ LOT 1R, BLOCK 1 � I M&H ADDITION r CAB, A, SLIDE 1111, I,I,TC,T* OWN ER: BHA RE REAL L ESTATE 5.39 _ o HOLDINGS LLC � N \ � (ZONED: TRANSIT DISTRICT) E � � E Ill 2zr (BDc) -� Ik zm 88.29' , VARIABLE WIDTH 24.00' DRAINAGE k SIDEWALK BLDG B (SEE SECTION d MAINTENANCE EASEMENT A -A) 1 QE 28 22 26 — — _ EXIST GRATE INLET—', ' 3 — EAST NASH STREET - m wc_-- -- --- — - -. —EXIST 7X5 ROB - _. -.-- - --- GRAPEVINE MUNICIPAL COMPLEX BLOCK I LOT 1R (ZONED: GOVERNMENTAL USE) NOTES ,. ALLNI:,a,slxNR�ET°FA�NF�NRaNNusaN„a�rnsENo,m- - _ — � 2 ° as°s-°sN RE��xIN�,�xsY��.�.NE�NW:,NI.NI�.sx�Ml A�RW�°EW,THmEA�Px�=°N�MRMIN,N°E s D. L° 41m xAL sL°PE MAX) D.s s 8 xv �xs) s t M NRooM 0 CLu1Ea5�9osM wPaK 6 UME OR CEMENT 1RFA,E° T a PAVINGSECTIONA-A iog= Nrs ^\ zk'Rg6 aM.Esx 2 (� LoxclnaHn�E.4°PE MPq PPRKI` o —I °.s 5 Q� < a SOEWA E" Y ® s ° °N. _ Nr,ER) 52Mom wAYs 6^LI�c ORRC]ewr Ta[P,ID PAVING SECTION B B N�a ICBRIeyuHDm OMEN o~ N — _ PI ux 11.Ns a ru' RIh-- MllRY� F I M -- x �ORIKWAY S" MOUNTABLE CURB PER DETAIL N ON ,a' CONCPflEA SHEET C-42 cENreRSABOTH WAtT W,H Ea"ce BR°DM uMa °EMENr mu ° Z N PAVING SECTIONEC-C ZO d ILL. (f) J N zO 2xu'E- i Q Q co oa,rMAr i ceE CENTERS B°1H wnT�s oya ce RRoON rZY MME oR C M Nr mumM LLJ Lu PAVING SECTION D D z Z _? w N s O LLI a ~ LLJ C/) c O BENCHMARKS d Z Q No 1 M-Tl Q� 2 U Z mE 1-1uoxc Elf O 0 U Q e Ia WAY. V N L.L KQ LL mMb s2TT BeR m T OF THE SMB.Soi SHEET NUMBER Ems,- A2A.M� C_08 AREA DArA vA .a.. -0 DOOR SCHEDUP rrw. n wuxr t r r .gin.. ,�LL11 Ao, u�A�c ,Das fi�� ° 'i rtAs, ��✓� Area Legend Area Legend Area Legend Area Legend mPr�yN�rN �yyyyy/yyyam, EVE-, CGV POACH 10 .vAWN"uU '! -P lLO:x xNiUYiDLc n A/C AREA ARC AREA ®A/C AREA A/C AREA Haw eD%, - u" I � 1INFURNIATIONAL NorEs U OPEN BALCONIES COV.PORCHES COV.PORCHES mruAREAuxDER RooFa' d� III AND ROOF DECKS cupouapex BucaMES AND Roof DECK s,s m" " D GARAGES ,w� a ow"- li _ a E w�loasa"�� z o !.rt 1 ".. —R lI D❑❑ amSUm O © © TYP�..IF uh3.M1.tlul. ENTRY DOOR OVERNFAD GAMGE DOOR WGIASS PANFLS RATEHINGED E FST11 GVSS INTF CORE INTERIOR NBr GUAcasmre TUMomre,cr.m } HINGED PANEL CORE GLA89 pMIF1 IN4L4 ,J EEll I IILJ�I P ,DGs sE �. F SAc Sss sF 1 ,DassF �^ n ADDS - F,F IF,I �I n"�y.�q�' N�l mm)li 616 F - - R MIN INTERIOR SOLID PANEL q� E H Ni RE IYN ER GR CLASS PANEL ..XENSOITERIOR GLA35 POCKET SIDEIRES PANEL IAYCORM SAY VARY PER INTERIOR DESIGN PACKAGE SELECTED SLONGG O-KNING aaanf, .rre° n UNIT 2 - Cupola Area i Level 3 Area �ll Leve/ 2 Area 1 Leve/ 1 Area FINISH SCHEDULE I`$J 1/a 1'0" �J 1/s"= 1'0" 1/a^= 1'-0^ c DOOR TYPES o av as .a am .s vm sasa se `} sw .a s„ E av 518 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING J h I AND UNDER THE STAIRS ®M' - M'mfb, I CtCHWAlERP0.0 © a TN�p.�� y ANGINISX MATSPG OR EQUAL B� ,z.S.23 e LJ Td a., m m -__ m E O F> „ ,rNN � Q xIt 1S% m a�� Inc 1T — DN RD (Dm U x 7m, wR ��"a rh THIS PAGE RELEASED FOR CONSTRUCTION Es NOTABTMOR xEANY—B NCCNELCT TH LOU CI APPROVEDPI-ANS TO BE -C KEPT ON THE JOB SITE AT BY: ARNOLD O RAMIR-TSBPE: 1-3898 BULLRING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. e IRE •'OIS' do. _ = STAIRS „so GE D op I- - ,DL TM DD CCupo/a Unit 27- Level 3 2 Unit 27 - Level2 I Floor Plan Level l 7/4 1'-0" 1/4"= -0" 1/4- V-0" 1/4"= V-0° 2-4 1 ■BLGi'i PVNs-w,rtxi ■ src." 9A1.27.1 C3D2 U CT THIS PAGE REL RELEASE ODES NOTNpTHORIZE ANV WOR KIN CONFLICT Cm APP2oVEO1111-1 ILOINGCOOE OR 1"11 OB80EAT ALL ZS 0325I2025 BY: ARNOLD O RAMI—TSBPE: 14888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 2., Unit 27 - Elevation 2 - a /4„_ ,,-o„ Unit 27 - Elevation 9 - a 1/a 7,a„ U) w Z O U) z 0�a W w n� M Aaai.A.ow 11 tl Rn ■ B' uoirvG E�EVAnorvS-urvrt ■ era e... ■ u...m. srexw. A2.27.1 THIS PAGE RE R IAPPROYEoa111113B�"ow wE°oas .T BY: ARNOLGG MMIR"TSBPE: 1-3898 BUILDING INSPECTION DIVISION'. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPR-0. CSection 1 1/4"= I 0" CCl Zs' SCUPPER � .w ade 1.,-1 —R—INI PND FINISH I.WiEM ORC-0UAL r TPC ROOF OAR LUPCLI ml i i SCUPPEfl SCUPFER Q Unit 27 - Roof Plan olC IF THIS PAGE RELEASE VINE RUCTI-N ZONINGLGING CODE OR ORDINANCE CT nTr e"PRovcn PlAXM:7T ON Nr JOB SITE AT OG/2E.CS BY: ARNOLDO RAMIRIEZ TSBPE: IdBBB BUILDING INSPECTION DIVISION'. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EA8£MENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVE-. � u 0 Cupola - Electrical _ 'mil 1/4"= 7'-0" / 0 / o� o 0. Floor Plan Level 3 - Electrical 1/4"= 1' 0" ELECTRICAL SYMBOL LEGEND REGEs6EDLGHT DESCRIPTION SYM RE CESSEDLGHT(DRES-NAL) DUPLE%OUTLET -.15-A FF MIN $ CEILING MOUNTED FlMURE GROUND FAULT INTERUFTERDUPLE%OURETWI WALL MOUNTm—T 120WLTOURET eG� I j COODUNTERAHOABGNTcI�NGUNDERUPPER CABINET DUPLEX OUTLEi4T AFF. � I FL60RMDiN1Tm-U%E. WItET � y£ryTIFAN C OVE UGHTINGILED) CHUN. 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ALL CHANGES MUST BE APPROVED. 518 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS C8di9 8, Units 26-28 Leve/ 1 114"= 1'0" UNIT 26 UNIT 27 UNIT 28 ■Bu ywmi-ui�R6]o.ww ■srww °mm--AB1.8.1 THIS PEau RO NCACooO FCORCEONSo NAN cUCTON All —Es 03123/2025 BUILDING RAMIREi DIVISION BUILDING INSPECTION DIVISION: RELEASE ES PCONSTRUCTION IN EASEMENTS OR OR PUBLIC RIGHT OF WAV. ALL CHANGES MUST BE APPROVED. B C+3•naa., e Os nirz ,caln � s.nre �g _,_ �Q �PP e T „d CBldg 8 - Leve/ 2 114"= 71011 UNIT 26 UNIT 27 UNIT 28 ■Bu yPmi-ui�R6]o.ww ■srww �� srexw CRAP.V NN'; TiIHS PAGE RELEASED FOR CONSTRUCTION WIT HE BUILD NG CODE OR ZONING ORDINANCE cm AvaBavEo Puxs U-eexEPTa.R_rxe.doe sITEwT Li nMEs.— --SS BY: ARNOLDO RAMI— TSBPE: IJ898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 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IN NOTES cllY APPROVED PLANto BE CS- ON THE JOB - A TIN .G-1- BY: ARNOLD RANI- TEBPE: 14898 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. --- -1.1 A- -1s D.WN 10 .j A,,hk,d I Spdftmi- 0 A- -Ih 1 T14" 32 P— 11� 0w. A drd fi-h-. -I Lhilawn 1111411 3 B/d 6 East Elevation L001TOILIJI IIJ.lID01J.I LI.d MU _ I I B/d 6 Unfts 26-28 No`th Elevation THIS PAGE RELEA3ED FOR CONSTRUCTION h o CIttTPPRGVEDp STO BE NG GGOE R —TON THEJDBSTE AT 0312512025 BY ARNOLDO RA 1—T3RPE: -38BB Building B Units 2628 South Elevatfon BUILDIDOESNG INSPECTION DIVISION: �/4„— ��-�• RELEASE DT APP Y TO OR PUBLIC RIGHT OF WAV N IN EASEMENTS UNIT 28 UNIT 27 ALL CHANGES MUST BE APPROVED. CAST STONE MASONRY DETAILS ON FRONT ELEVATIONS (TYP), NO WOOD TRIM UNIT 26 B/d 8 West Elevation _._ BE INCORUKHONALNOTES ■ FtEVnnorvsuNrtsa6A ■ srre.. 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ALL CHANGES MUST BE APPROVED. n �meo � w o,a moa D LID ? n .1. m L FOUNDATION PROF/LE UNIT 26 UNIT 27 6tP�.�,�slC 9¢ .i1/ej�slrz 80 T-71 P,� UNIT 28 a. V— INFORMATIONAL NOTES ■ �NOnnCN PNOFlIE. unu ■ snde.. ■'w.M ,n.nu, m-AB5.8. FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS GENERALNOTES ABBREVIATIONS VALVES AND FITTINGS MII- — - 2 `.�NFIOITTolm F T' =IoN= — 'A Ll IF— 11-- T_ — -- " I NTI IN -N Q' =7 �r NE- Tx7=HE��,I T_ _ 5'AD I - A— 1. TXL'LMAN 0—IN11. REZp— I- B I _T l.Ll E I T_ A T 1� ="=,P �TNBI` on I`— — —K TE NT TV, 1— UL UN I.— I E AT g.E Ir T IES AN.0_ 1— �"I. =�T I TIE oxxew LINE TYPES T' 11. R -IT ==N IAZ 1�71 Z ..I. AsI—— I I III IPN=111�1 TX�fl IK 1111— 11 11 —NIIIN -1" =N FIRE PROTECTION GENERAL NOTES "ll IE I III ILZAN%1.1=11 � '11A ERIl ANI =�'�PAL''T .� LL —1— F I IN Tll D HULIC CALT ONI $HALL DErDE ="` �Vo I IN I . E =E. LIN. 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W z O U) z O W ~ WsV THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT i �—Ei .e��ENrvE�IIrv.�M,s�- CIAMPOS• �- NOINEERINCsJ FP1.51 NOTES BY SYMBOL FIRE PROTECTION NOTES ��a" [AriH[a 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 INFORMATIONAL NOTES w z O U) z O co w W tme 9 w r Ws m m ■—. 21. CAMPOS•� "NOINEERING J dlaa an.. ,o ��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 INFORMATIONAL NOTES THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT i AMPOS C• � L—ENDINEERING—J , 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- ■N60RM.—.W— THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT 1 �cw°wcvuAa-uwnxze, uv� CAMPOS —tNDIN EERINGJ ro ° ...., FP1.54 F-4] eIe one ............ OYI, 0 RLA S, °T EP [l - — m THIS PAGE RELEASED FOR CONSTRUCTION SELEACE DOES NOTANTiOR ZE ANY NORK IN CONFLICT V'TH THL CUILDIS, '00F ..I..IN. PPP.VE. Pl.. T. BE -PT .. THE AT _ MEE OW-25 BY A NOLDO RAMI TSBPE: 1-3898 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF VANY ALL CHANGES MUST BE APPROVED. m LAR11 L. .—K—, INC. E_E C �EOOO I I a A _>n�y� N�c 6MiLf CvftfM i ((!® 1� 4 ` = Yo N.11 ail qiL /}I�,•saPm�ee� o 1 IE��L�ia Wn ~i'I Am ; �m�.2f� I aS .ayq, � +m �s ale cA t4 �Y�I uI naxm 3ml orzrtle I dlil cal 4Fdia I y� 4, 9 30dA 40 Srriw6� care cn�au A rmxmru w,A o`ri — 1*oTa� Loao 1 7 , . �» ucs i Nm IPA � ° 17—�—� rau.lmlu oo- �vo I I I I 2 9 is EINid® rsaMe EMiden rsroE F_ Is I P' I '. A AAC .� r1 IZ. p� — vA. I wui ovEx I �� m 3i oPtlaxcL c�aree ctW G I mot.• �� ^ors xu � w—cm O � O °mm mlr4ws MINEORMATIONALNOTES a E, zr'a III a m AM`IJTolMZ �1 p�A, iw VE I �o�vEry �oed ��II Iml V) w z 0 U) z z m �a w zo a LLI F- a CITY OF GRAPEVINE THIS PAGE RELEA8E0 POI CONSTRUCTION REUASE GOES NOTANTHORIZE e�.n7 WITH THE BUILDING COOS OR ZONING ORDINANCE EMlc�an rmmE CITTAPPRPVED.PLANS m BE KEPT ON THE JOB SITE. AT o _ DB 51 5 ■¢crnuulxvrtaivetuu BY: ARNOLDO RAMI TSBPE: Ia888 BUILDING INSPECTION DIVISION: To unux R RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ■amw _�. No�aenmrz nu ALL CHANGES MUST BE APPROVED. ■am.iE001 im, 2 I I CLighfing Plan Level 4 Cupola 3/16"= 1'-C" 4 ,Electrical Plan Level 4 Cupola T.1 Lighting Plan Level 3pe- 1'-C" race L E/eefrical Plan Level 3 —tea. CLighting Plan Level 1 3/16'= 1'-D' Electrical Plan Level 2 B. C9 Lighting Plan Level 1 3/16— 11.C" cElectrical Plan Level 1 3/16"= 1'D" Ad THIS PAGE RELEASED FOR CONSTRUCTION ONFLI1 E BUILUI GccUEU ZONING B."ANCF. 03/2-025 BY: ARNOLDO RAMIREZ TSBPE: ".B3 BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBIIC RIOHL OF WAV. r� ALL CHANGES MUST BE APPROVED. V) LLB Z 0 U) Z O w co LLI Zo LU � O S+z = n� n I 0 LARRY L. BLACKMON, INC. , 04W 5&4-- - E 1.27 __ — � w (a) _ F u ImmA0.aN I0 � i� cu �r ---_ •—• -------- -- --- SITE GAS PLAN C 7^=20' L ul Z 0 c U � 2 A 0 m uj Zo C2 i LU ; W a :� �a ' �rna Ur� .EreHm� _ ` �JM� � �r ■ n..nw va e o H1: s H• m i sa j e�ncKMOM inc MH: 10 .SITE ELECTRICAL PLAN ��•- EP1 CCI.JEN$ING UNITS e dIR HANDLING UNIT5 _ I I DUCT LINER DUCTWORK DETAILS 2 BRANCH TAP DUCT C — / CONNECTION DIFFUSER [, , b � IIIIIIII� IIIIIIIIIIl4 I w -', FLEX DUCT DUCT CONNECTIONS TO MAIN /G ` RDUCT HANGERS — LOWE SURE DUCTW RK �/ + S PP SPORT CONNECTIONS�� TURNING VANE DETAIL 9,1 —Fix, ;rnY I ILL FLEX DOLT CONNECTIONS ANO SUPPORT A IrANDELING UNI- MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE GRILLE, REGISTER, AND DIFFUSER SCHEDULE FRESH AIR CALCULATICN5 =41 1=1 MINFORMAIF NALNOTES r THIS PAGE RELEASED FOR CONSTRUCTION HOLEASE RK IN CONFLICT CITY A—OVED PLANS TO BE KEPT ON THE JOB SRE AT BY ARNOLDO RAMIREZTSBPE 14NB BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. U) LU Z 0 g Rn O m §a ee w- Z fio i oa LU F- � �~ ■ mrnw. vl.n a m LARRY L. BLACKMON, pINC. � mpia.un. i�nzmua ■ tacx+M-x Nprts'oErnl�s ■ w.rs.. ivo>r��rrnr w M000 Mechanical Plan Level 4 Cupola u3/Is'- I,-D.. MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE MECHANICAL BYMBCL LEGEND � -,Mechanical Plan Level 3 wMechanical Plan Level 6 i LEVEL 1 & 2 XVAC DETAIL 3/16"- I • D" TMechanical Plan Level 1 3/16"= I'-0" TNIS PAGE RELEASED FOR CONSTRUCTION LEASE T11Cft INC ELICT WRH H CODE IN CE D31252025 BY: ARNOLOO RAMIREZTSBPE:11— BUILDING INSPECTION DIVISION. RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED, m LARRY L. BLACKMON, INC , a4w � r.,nwu... Ivizmv ■ ncxF'cu ruxsurvrtn •�•- M1.27 READY "T 'HE NTENNER USE' OP N SHALL NE I LABOR THE GUASANTCE OU nrvo/ RED BY oN DaoervcrA(AOUTHORITM "AVlrvcAN, FHE L.,AL SIDE uoeo FIDINC LAN O"ATORrM (N C UL. ETL csn),'AN. Al.eP%LE TO THE AN, I', IF CoMDN�ATRCIK AFLH FLAT F — PR TRADES AN THAT TUP VARIOUS NTEIFERI .1 IN DELAY THE URN OF OFFER TRADS, THE RECUIROF Ill. T- PER oaiAE eTATo IN THE RACE All TERM `UF`NN ARM PAF`N NO NINITIIATIN P.N AID DEAN. AREAS TO11.1 BY III TO FLE CONCRETE BASE' iz. reIPAN1w. ARET °iCUP O"I', THI SECTION PNCCl ION "AID H _A I P R " ITT, FAIR REFORN AIR PAIN'. CAi N' FARE C_ ANY. TUYJ, IN PC I11 W1111 c1 1 ARCH TEST BEFORE INSTALOND ANY 801 NOT I.C. . ITTE IATTA OR U INNEW PRoLISAMTRY MAN,I SY AIR I LADLER AN THE FAR INTRO AND I. 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THE DUCT IHALL PAT BE IEII IRAN u�/z IIxcNcs TIURII 11DOS OF orveore ARCTUND THI IN AS .RP NNNAA, ON CUP FARE ANC — 11 AT SUIT TAPE IS A ILAMI APPIR THE SUPER INI.RrvD%oreOI DE IRS NP`R w°F"AF'" oum raR Irvmscnory TESTING AND MAINTENANCE. LABEL EAc" Doaa"(IFF III-MNiI- LETPLI NNS) Fo ...... F/sM NIUE� rMno 4 EC aEPMD I, LCCACN A '"A" OF 2a" CYCLE, IF ""ATIN "ALL AoI LY IN THE LOCALLY 15 OICSIND OR LESS AT ALA � OR M DITECTIN HAS AS DIED ON RED All OR NAIIII INDISIBIR DIIT FAR DUST ACIIIIR«)A AID MANFULAN',APL EACH o iwl°MINIMUMU. , FOR FAIN END' GAT NG ABE APS RIAR�" AID sPAAFI RAIDLO.D CAR IS III SOLUEN 1014T�,�ETRF CENT AN AE) 1O O 1.TN A AOw STREAM OF DR.DHI NITRARI PAIIING NSULATE sUCRON LINES wIT" AND LIDUID LINES wIT" vz F.A.E. PLASRc AY'I s zOa) TD SIMI IL TRAPS AT F`I BASE BE (EaMAce'.FAY oICJA IF vies a `1.1 IN AFTER rylA iNs rs comPUETF 'OLDER CONNECTIONS AS I OF TFI DROP ABACRATE. IF THE DA7ANCI HE ACNTR.� IN AIR �HE, BE I THAT NIIALLATON BEETS IEERRE.ENFP OF THE "I hET/EN N E DA.IIIINC ` co w z O z Z O w" z: w a� = IS Fa � �� ■�N TAT m LARRY L. BLACKMON, oiN1, EN I ITS- NN n®ennmm rmNIE Aq THIS PAGE RELEASED FOR CONSTRUCTION CYNAUF COY APPROVED PI... ON THE JOB SITE AT 03I25/2026 ` g.... �A/, / d ;t % ix.e...ux IAll— ■ mLz'+IArvlwuDClncnorvs BY: ARNOLDO RAMIREZ TSBPE: I-3088 BUILDING INSPECTION DIVISION'. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PU BLIC RIGHT OF ALL CHANGES MUST BE APPROVED. �s.zew =oz�-zCRrar R."' MSOO PLIA rt�NG �INFORlMPOrvAL NOTES OIxxII,I�.gI,�.�s�.�o��C.Po�wI�., DETAIL EXTERIOR CLEANOUT score: xis 'TT,P� APPLIANCE Q,45 CONN. 5 SCALE. NTS ,GRAV V 5E. CRY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION H THE BUILD NG COOEIOR ZONING OROINANCEICT CITY APPROVED PLANS TO BE ICEPT ON THE JOB SITE AT 031252U25 BY: ARNOLDO RAMIREZ TSBPE: IJSN BUILDING INSPECTION DIVISION. RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ■ m LARRY L. BLACKMON, GINC. ■ nxlElx�xo�xsrxu ■ w.ra. P000 CSewer Plan Level Cupola PLunBinG svriaDL LSD I 00�I 4 Water Plan Level Cupola I eLurlelNc avnaDL LrvsND .Sewer Plan Level 3 3/16"= 1'-O" CWater Plan Level 3 ,Sewer Plan Level2 u 3/16"= 1'-0" CWater Plan Level 2 3/16"= 1'-0" m LJ rues/ CSeWer Plan Level 1 3/16 1'-0" CWater Plan Level 1 3/17 1'-0" e1aIN DR—NONAC NOTES TDS PAGE RELEASED FOR CONSTiUCTON — ANY WORK IN CONF-OT REWI�TN TI:UINLONG COOED ZONNG CROI ANCE. CITY PLANS TO BE KEPT ON THE JOB SITE AT Al 03 120" BY: ARNOLDO RAMIREZ T3BPE. I-189S BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 0 LARRY L. BLACKMON, INC ■ na+ ■ rtNSlwwxuxrzn ■ LvmmffAxrz .^, �O r, Gas Plan Level 4 Cupola TOTAL GAS DEMAND GGas Plan LEI 3 3/ib"= I I, m CGae Plan Level Grob �\ �I oaxwn rvu NOTES J L 1 Gas Plan Level 1 316=1-0 GRAP'4' YH THIS PAGE RELEASED FOR CONSTRUCTION RELEASE ES NOT AUTHORIZE ANY WORK IN CONFLICT C.1 AT 0312520R5 BY: ARNOLDO RAMIR. TSBPE: I-8 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. LU o ul Z 0 Z IF co �aF Z 'z- Lu f sa a E F fLi m LARRY L. BLACKMON, INC ■ mm ■ wsvwuuxrtn ■ mne.,rElMn w • P2.27 GR 'VLlE THIS PAGE RELEASED FOR CONSTRUCTION T�lTlftl NIT AI.T.1111.11, ANY 1-1 3/25/2L25 BY: ARNOLDO RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 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TOTAL SGNARE FOOTAGE CF SLAB = 5212 SG FT. 11 NOTE: GABLES CAN BE FLIPPED IN THE FIELD caowx a' -o "• r€aul�ss iaa �E«z �� caws - _ �sre+ -- - a ro Is r+Frvlves a:n m+a.w , i�vm mrr�ani � x � L x Wu. - xW� � � T rv�'�wDOASLE PAQrT.bx -- W�s� LE _ � mol � Txx mrvi cxuRm®1 m®) �' Cm OFGMP THIS PAGE RELEASED FORR CONSTRUCTION tb�6 I, _ RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT "' o E b 5 III 1 11 \ oN SH[EA WITH THE BUILDING CODE OR ZONING ORDINANCE. - L 55LN' POLr,9 �N x - _ II x 1 �LJ71 x-WeSmAty CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. S 3 - _- F II - - N = wm¢ux caaLe R LF'11F - - IvaPc AFnICAaLc 03/25/2025 _,� _ p p vcwe BY:ARNOLDORAMIRESPECTI NDIVISI N: BUILDING INSPECTION DIVISION: _-3898 �"Rop on Wix �Eoo WTM�+�. _, scTrcRw —SECTION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. � SECTION >�N� \^' SECTION SECTION ALL CHANGES MUST BE APPROVED. 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NDTE5 oN 5NFETOI % W 2 SAND B FOR POLY BEAM STRAND5-/ SEE M15cELLA+Eaas 1 Ill LI I1 aI"3ArG cuSHlay / i, NOTES ON SHEET \ r E trcAD ENo- i- SLOPE 12 MIN e �g E FOR POLY �j _ a4E 12 ,SEE PLAN IDTH BEAM 5TRAND5 WIEN c _ �'°4'"�T w d 5 D OJSHION. 00EW INDICATED ON fl,AN W'5 ®12' O.0 E W. - a • a 2_« s TOP aB ROD w 4 CANT. TOP a EOTTM � TIE OFF 5" FROM SEE ARCH FOR - MINIMUM OF INTO 1 EOTTOM TYROD NOTE IF DROP 15 MORE THAN 12 A REDESIGN OF THE , -M. MlNlwm of 12' wio BOTTOM WITH y Rov FIREVLgcE DIM. IDTH 1 FOUNDATION BEAM $ 5TRAND LAYOUT NEEDS TO BE DONE. UNP5NRBEF SOIL DR COMB RB 0 SOIL DR �j - 4 COMPACTED Fly. CANPALTE0 FILL � 1B" BEAM � 2-5's EOTTOM o VARIES-(Bb MIND SECTION AT DROPPED SLAB (H)SECTION AT FIRE PLACE SECTION AT FIRE PLACE OKSECTION w'D N L-1 SECTION AT DROPPED SLAB - B 10" ry PEE 5HEE' S 2 5AND-B FOR BEAM STRAND" N CHAIR FOR .11/ OR STONE�MrBILL PLATE d 5ND WALL BRICKS/ OR STONE SILL PLATE b 5ND WALL o DEAD ENDS. N BRICK LEDGE PER W - __.. * «4 WILDER - PER WILDS a MISCELLAIE00.5 NOTES p65�gN0 WHERE APPLICABLE LRR POLY 6 4 SAND LB5HION N P05T TENSION 5 RAND5 PER WILDER BEND BARS AND EXTBJD 7-0' c _ WHEN INDLATED 0.. LA INFO CEN-ER OF U BEYOND (TI'ED)�� - `d _ ZEEL NEnIS NOT= O cLR'� SEE MISCELLANEOUS NOTES N 12V OC ® 121,OL _ 24'UBLE LA ALL TALLER THAN " x z ERi NOTE ED SLAB 5TRAND�I/ - N SLAB STRAND A ` � a4 MORE. FOR STEM 1 O 48" MAX. JUST INSTALL t J µ DO YERS OF W REBAR 1 Q J ry a' 1 0_ 1 4" 9AVD G ON. R N `' BEAM 9TRANpS � F APPL _`L W E J W J _ _ ONSHEET 512.5AN0-BFOR SLABSTRA1p� VERTICAL a HORIZONTAL ®s raRz III r - o -POLr b a•sar�D cTON _ _ Z III BEAM STRANDS �� m "�� ga° <BACKf m VJ LLl i m W NOTE, - IB FOR DROPS DEEPS£ THAN 4B° —a45 b 2 ; = �a45 vERT. ®18"00. REWIRm Z RE Roo 1 111 o m uj JKT INSTALL DOUBLE M LAYERS f10R12. ON 5HEET 512 5AND-5 FOR Q BEAM STRAN � u '� � - SEE MGELLANECYJS NOTES (TYPICAL) IQWN MA%®EARTICAL DHORIZONTAL. N .. Z a45 HORS ®20C c� O = J TIE DEAD END L BEAM m a45 a Ik' POLY b 4' SA'VD LUSH.ON. EL, d a_s vTRr } - vERncAL a0 F ll ILn a «a's HORz. _ 'a . _ NOTE m BEYOND N 1- L L MINI OF 12" INTO 1 IMDIETURBED EVIL OR N IF STRANDS CANNOT BE 2-a55 BOTTOM `-BEAM STRANDS MINI" OF 12 INTO g�� MINIMUM OF 12' INTO •m �` COMPACTED FILL WIDTH BEAM STRAND5 USED FOR STEM WALLS, ai WIDTH IMDISNRBED ECIL OR (WIDTH UOISFURBED SOIL OR IF APPLICABLE TREOpLB BO T/OM#45 rn V J Z COMPACTED T, COMPACTED FIL_. 7 O zo -:2 SECTION AT DROPPED SLAB M DEEPENED BEAM SECTION ONDROPPED BRICK LEDGE OP SECTION OF STEM WALL z S O MINIMUM 1/2" DIAMETER ANCHOR BE I LIVE OE DEAD END b-0T00 STAAL a O I BEAM STRAND PLAN AND EEGTION NOTES. WITHIN C. OF EACH CORNER 111'"OE "rz W""'wC°OM - c • fi" b" (1F DOUBLE BEAM STRAND) E MPED MIN T" INTO LIVE OR DEAD END 1) MF ALL>EOFOUb slbvai AILL M APM.IOAe1-E TO EACH -UPOr. ZONxno U+ coW CO ~ SLAB STRAND ) - UI RAN SHEET. W A m.imvrce� va ILL W C )) A EN NO J2 BY2-PHAR(< F MINMM OLEW). LA' a 1'' w w Y «45 HORS.a 12"O.C. 4 Ifl )I- ENP25 AIKN CO. ENO) OrzP wAL No C �wE„+a°"wau�"°m °.wnr V • •Z• � � U 2XI0 FORM BOARD B ExD A CRAAN M REbpvl3 AT LOMRACT 111 (n O 1 cAreS eF�w SrRANo �ro� M - M .�L�,..�..�o....w.°.m. LLI )) Ma+SrroLAYERYDe uTmERT Sue 6 NLPoLY Mi LAPFEO.awS. LL LL ANAM OC EHORwe TO t .�P eue Q m (1YPJ �' `' a45 VERr e IV- g�xea i ), k�l IH uvE OR cErw END BLAB STRAFlD 4Q --AL °" "u`nieiza�`th1'1�,d 2 fM) - Q O -SLAB STRMII3 i-LL- BEAM ETRAND WHERE APPLIGAe{.E _ AM`- Je PY c :1 Z uj W f �r EXTERIOR BEAM ��Nj J MINIMUM /2 _ ,¢ o N e8"OL 1 W T�� ' 0I J LIVE OR DEAD END �HY T e DVS N, N O C III (III (ZEE MIscE_LArvmuZ NOTES p / >• L // —�` n ON 5HE 51 2 SAND-B FOR E C' P� - POLY a 4 5AND G15HION. ENDS CAN BE NA LED OR WIRED \\ N 5 U. - Q FNME BTRAND(5) \ D W F - ;i,ry `T'd J N - EDAM STRANDS TO THC FORM BO.AROs `aEA-EU „°,�„, �n- N WHERE APPLICABLE B's STAKES AS REQUIRED TO BOTTOM p A AL r Tan NOB rwNBrx MAINTAIN A B" CLEARANCE 1X7MR OR yyALLs .NOT MORE R54�60924 M N. 12" INTO NNISTLRBED vJIL FROM BO'TCM OF BEAM n�o tlawnent me ° _ "yT F°yn°°L,Wa ErAr c4 coMFALTED FILL."— —III=III-' STRAND END LAY -OUT TYP. BEAM ELEVATION - Al D` o BRA ED ®STEM WALL W/ DROPPED BRICK LEDGE ELr1oNREFE R0_1IDR o B".x°MBE. °�R GET° SLAB ,�LHD�eo�rDErA1LwITMeRILKL�E S2 — �� 15 A o g GRAPEVINE BROWNSTONES, LLC nil 1A it CIT ASED FOR CO THIS PAGE RELEASED FOR CON6TRUCTION V) WF" 'E o" ooEloRAll i" oAOI-N"EEI� GRAPEVINE BROWNSTONES - PHASE II UW YN Cl-APPRGYEDPJOB NAD3a5i2o25TGN RP.I E.T 235 E.NASH STREET (BUILDING 8), GRAPEVINE, TX a BY: ARNDLDO RAMIREZ MERE: 1.38N RELEASE DOES NOT APPLY TO CONSTRUCTION IN PLAN: BUILDING 8 MIL I EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. U IyZj + j - 2505 N. Plano RoaE RpNartlson, Ta. T8082 E _ LLI i g CHILE),RESS Z O a , ENGINEERING SERVICES .� �� o O 3 9 � m m REVISION LOG 0° E Lu REV.# DESCRIPTION: DATE O 6Y N O Z a C7 3 r .cs SHEAR WALL PLANS C z O xRecxx W(ri1/Y IFD j UNIT LD �in�lar up s¢n�est� �� q�xaucwll urn y c G SECTION (Am p` �1 GA@,#GE DOOR OPENING DETAIL IWFI acsiwu P 9F—,�: -- B SECTION UNII L/ UNII Lt$ s VI P— nVOD Tq us�ws � sw wu as $ DETAIL VVIV§Y3 6 fiu "'GF GRAPEVINE THIS PAGE RELEASED FOR TRILI.— V'^I CT Vi "I W AFFR . F1.11 IP t ON THIF DB N EAl 0L252G25 0 � BY: ARNOLDO RAMIREZ TSBPE: I3888 FJi w BUILDING INSPECTION DIVISION; T Z I RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. {,D U w ALL CHANGES MUST BE APPROVED. — lJ � 9WLL E 0anou OF �... 4 oau--irnnmm �uvenn esimn�ills u�o¢os s. nm rc«mc sNu canmwus )nwucH Fnxtt ww. 1ST FLOOR U J J C _ O � c y 3 _ m ur w o W i E a The seal .....ring a this .-IF" ras authorized byy Tony H, ChRdrese, PE. #72029 an JBB7J24 (Record copy on fife) OF Tfoo4R c` u � ONY/H GHII.D,R.E550 7202,9�ped tSTE 2e 0aE OypNAL�HG� F-7422 _ This docunent no n t be chonged .e.. In any fashion without permission fro, Tony H. Childress, RE, ,swi SHEAR WALL PUNS I I _„ r-o ra n• Y _ s o- 7 pUNI I LO i ry uwsuwEcwrerwv. a PP V U $ R$Y egg ��5445 6 �ma K7?d �m� L W� { rN w . M Uw ' 4fit+ia R VF Nv.RFiF lR AV Y tlRY R F!]IMO AN�HQFI OPTION — O 9 F CO - ^ I I—, �1 --- '— a — � p�R RAISED WOOD FLOOR -OVERLAP OPIION m�:a. m x.wr Z d P a FIGURE R602.10.6.4 - METHOD CS-PF: ! �' SLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION ~ GRTLNE ��- me seal ap Sea g n this N � T.Oy Hnt wa authorized byy cony , Childress, P,E. M72029 � `AV on 10NTI24 (Recartl copy on fife) mow` UNIT 27 UNIT: ��7NEERINL � S Sf, o OF opst f;pr THIS PAGE RELEASED FOR CONSTRUCTION ��Z SE If op�CN 6 ,-�En_E DaE�Nr" AL,H�R NV N'tuK rvr��rvFL'.iol- w Tr TrvE NJ LO NG CODE OP ZON Now NANCE 2 G� OAZ ! CITY APPROVED PLANS nTOB BEPTONTHE.IOBSITEAT 5325:2C25 ONY'! H: CHI I.D,REEG i �OA-�O. ,�72029 0, & BY: ARNOLDO RAMIREZ TSBPE: 1-S890 74 OPS�NAe?e ©UIlPi1JG INSPECTION DIVISION. iiwva�o RELEASE GOES Vc rT APFLv TO CONSTRUCTION IN EA,--, TC - FOBLIC RIGHT OF WAY. 4IDpooc� °N""�i me S E-%422 bao 2ND FLOOR mis docunent nay not be changed ALL CHANGES MUST BE APPROVED. In any fashion without permission fron cony H. Childress, RE, .SW2 SHEAR WALL P ANS P mz vl� y� wu wmm�"lmewls p a 6 m 9nR wPLL mN 41P. Po (xor�vu xsroeI f0c " nwn I/�1 ENGINEEREO PANEL BLOCKING 17RUS5 V.,. wu w�iN�lw FN I. °rs HA aa9rtT7 ( )U fJNEEREO PANEL BLOCKING (TJI JOISTI CITYOFGRAPEVINE TITS PAGE RELEASED FOR CONST°UCTON ^ — V HHFILE-EDOES NOT AUTH-11 A- W.RK IN V N Ill WIT HE BUILDINGCODEORZONINGORDINHN_GT 4 W C-APPROVEDPLANSZ.BF M: TON THE XR SITE AT r�, Q z oansnozs J w BY: ARNOLDO RAMIREZ MERE: F9888 M Z BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN Z EASEMENTS OR PUBLIC RIGNT OF WAY. lyl ALL CHANGES MUST BE APPROVED. R J fn W ' O � cl) y D a 0 —� Do > z w 2g o W A Dw d A awiwa.�o�.� 3RD FLOOR The seol appeoringg o this t document wos outharized byy Tarty H. Chlldrese, PE. #7249 on iW7124 (Record copy on fke) 1d s f-�oo�ocate ap FRS DE U l��TT L�I a2 d ONNH: GHILDR.. j C O:e g AdO:�G72029ISFck.: °00p°�>noda� F-7422 This tl.E—t m°y not be che..ed ..�,. In any foshlon wi yh., permission from Tony H. Chlldress, P.E. .$W3 SHEARWALL PLANS S. a UNIT LO UNII L/ UNII LG VINE, i3T CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION I^ V RELEASE DOES N Vi "I W -� CITY kPPROVEDP STO BE NE ON THEJOBSITE T ALLN IAX ALL IMESPTWITH THE BUIJ-D NG CODE OR N t O Z 0312512025 a J W BY: ARNOLDO RAMIRE2 TSBPE: 13898 N Z BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN W EASEMENTS OR PUBLIC RIGHT OF WAY. --0 4TH FLOOR ALL CHANGES MUST BE APPROVED. U J J C' _ W ' O � y Z 3 _ of % LU 2 Lu a 4 The seal ....wringg on this docunent was authorized byy Tony H, Ch0.dnese, P,E. 972029 on iDID7J24 (Record copy on Flte) q�g' f,�Sp4OF1 E o i ooi gym„ oN' cw�or sso " 7o��GtST�'2�e °°00p°�aoomao�� -- F-7422 _ This docunent noy not be changed .cr In any fashion without permission "no Tony H. Childress, PE ,$\ HOLDOWN SCHEDULE z., 'IY' "Wr SHEAR WALL SCHEDULE xV CONOEGRA—INE THIS PAGE RELEASED FOR CONSTRUCTIONLn V) RELEASE DOES NOT ARTHIGNIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZDNING ORDINANCE w CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES OLD 0312SGD25 BY: ARNCI "AMBIEZ TSBPE: I"N" .j m BUILDING INSPECTION DIVISION: z 2: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. CD U z 1� An. I- ut-An G. ALL CHANGES MUST BE APPROVED. A', .In lv� z AA AN On A �03..... 9 TUM m AN] -z L' A, K Ilex w�l I.EACII—nG.—AN—E zLLJ W The S.t opp.lin� B this d.. H't — "t "I'sd b TH ony ChR*e,s, PE. 11720A 1=7r24 (ReC.,d Copy on flis) ne. sue wwrnme¢s leon OF ow CD 2 "T60;' �m? H, 0 H I L r, fss� CS aQao"OA C-11-ANTAVED. 2.21 Be F-7422 This document ml not be chonged ULEMATEWINDSPEED I EXPOSURE CATEGORY:1: In Any fashion.IT permission from Tony H. Childress, PE SW. SCH1 STACKING MATERIALS SEE ENGINEERED CUTSHEETS ernter7Ti Trl� KW4✓L I O i FI9 Imo.____--_. ii. Ir_ FIO j�11 ��.11 III FO �I i II � Ids 7— 211 BEAMS I Fab Type Net Qty Pliea PmduR Length PIOUD FF 3 3 1 3/4" x 11 2/W 2.0E Microllam@ LVL 21' 0" BM' FF 2 2 1 3/4" x 18" 2.0E Microllam® LVL 30' 0" BM4 FF 3 3 1 3/4" x 24" 2.0E Microllam® LVL 22' 0" BM,5 2ND FLOOR TRUSS LAYOUT NOTES CRY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZEANY WORK IN CONFLICT WITH THE RUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 03125/2025 BY: ARNOLDO RAMIREZ TSBPE: I4898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ■ ,II FprA �� ill w III U— — ---a I _ �f it • IIs �J1 _I L e.'bY9" it 3FL BEAMS Fab Type Net Qty Plies Product Length PIotID U FF 2 2 1 3/4" x 18" 2.0E Microllam® LVL 10' 0" BM m FF 3 3 1 3/4" x 24" 2.0E Mi-11.mp LVL 22' 0" *BM3 DATE: 01IO112024 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 responsibility of the customer. builder, build'mg desigpec, FOR tv lighting 5. Adjm9 truss spacing as regu'ved m avoid ell plumbing drops, f flues. and H— ductwork. Do NOT B. This placement diagram u for Ivcaton and Gaming proposes ONLY hu9flatlov bracing is the the Stronabac C Bracjne v Providing approved efl ev eewg requuemmts needed far the structure as weft es arch,-t er spxify any recessed lacedovs, I re4uire .v' andlm mechmieal etas¢ sizes place cat alter, or drill ANY atucmral member of a tluas uWess specifically and respomibIl of bndtler. eleasa ref to the BCSI for bracing reeho;yaes am It is reenounended that tresses are braced with a MINIMUM 2x6 Strongback g all I«al and muvmipbty staNtes at We Ivicehw Ne h being built BFS does - bmldtng deagn, roil —hvvs. Umler uv cbdumstavices u B.— First Svmce for hgh' i H reneea, aactwmk, pmmitled by the wss —F, draaavg. recemmevdativns. every 10' (at vertical or added block) and/or as directed by the FOR or Builder pmJ perform Duly —I— desrey es dhanM by the cusmmtt budder responsble g or meahaniIA chases -dell regti CLEARLY spemfi d AND -W fi Trvssea and/or beams are voi dnigved m support masonry 9. Do not veil oc screw through horizwtal sphca plates of fluor ESPECIALLY over large open areas for ceiling uniformity. reginn� mcluteu vc Eugveer of Record By the Rojen. coordmalea wild B F Source P- Iv oval Cbncaliw of �kind Lintels m older ea suPPort%are to be sued and provided by others. tassel 2. Bmlders Fust Source is not responsible for determloing whether is BUlmf. Fmt Source m their truss 4 Under na cI, 10. 0 efl fNevcc holes b hmgcrs wild fasmlmr types tied m Boftmn chords should be leveled prior to Douching bracing and the smscM1ure built by means of romponrn[s md/or evginttxwg aaPPhea by aaaaea First smaee menu alale, rovory, ..&anew evgmev the Evpjveer of Recoil t'or ANY proje0. F. Areas val covered by tosses are to be field Named by others tt the rorrespovdmg hanger able. Refer I. Simpsw Stovg Tie o g catalog for tables. should be installed during truss erection per BCSI-B] reconanendations. �yman=aror maaicipality eadea, raguladvns, or aaaeaamaa. DESIGN HY: LC SALESMAN: UANNY O. JOB NUMBER: TM Sc— I/4" = I• RE ESETTFS LUT FND GP D AS DEPICTED ON TRU55 DRAWING 1dEV15lONS: DATE: REMAIiRS: HANGER LEGEND HATCH LEGEND IllIV24 Aeexovacs (A) LU5410 W) FA — It-(B) LU5414 (o) mm DJT. BEARB9G WALL C —2 (15) HVAC/STORAGE g TSIAC422 (o) O NHCHANICAL CHASE SHEET HU414 (0) = GI@DBR TRllsB FT-1 0 HGDS414 (d) SIEFc BEAM ROOP DECK TRUSS STANDARD DETAa,S - nE$IGN LRUERIA Bwhtivg Codes; LBC2006 / TPI2tl03 Tcr, (PSP): 100 r�DETS) 0 BCII.(PSP): 0 — B �L(PST): 10 (Pau): 135 _ Truss nepN:zO•vP LL Mau neF1' 3W li telex lhfl' 24tl 50— *1! NOTES STACKING MATERIALS ROOF DECK TRUSS LAYOUT NOTES SEE ENGINEERED CUTSHEETS •� a �<�+ g l � 1 ¢ u m DECK BEAMS I Fab Type Net Qty Plies Product Length Plo[SD FF 3 3 1 3/4" x 24" 2.0E Mic-.IIamp LVL 22' 0" *BMI-D I -IMPORTANT — Builders Fi rstSource OFFICE -245 U31 FAX 72.-8534 eu� �J��JffffIS Ov<'O.5 'fig. F H. ae9 z 0 3r4 z1w I�i Q W N C7 C7 W GRA VINE. C v U CITY OF GRAPEVINE W THIS PAGE RELEASED FOR CONSTRUCTION Q RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT Q WITH THE BUILDING CODE OR ZONING ORDINANCE. Y U CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 03/25/2025 ' b388B BY:ARNOLD RAMIREINSPECTION DATE: 01IOY203Z BUILDING INSPECTION DIVISION: DIVISION DESIGN BY: LC RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, cut FSMAN:.UANNY O. JOB NUMBER: TM ALL CHANGES MUST BE APPROVED. scpLE: 1/a•=r 1dEV15lONS: 1. Nstomer u respomible to verify that fe product Builders Fuse S— &g is far dl—llioval 3 R is Ne respovsibdity of fe customer, builder, build'mg desigper, FOR to lighting 5. Adjmt truss spacing as -nivu m avoid ell plumbing drops, f flues. and BVAC ductwork. Do NOT 8. This placement diagram u for Iecuhov and Barring pwposes ONLY Lu9fletlov bracing is fc the Stronabac I Brac1IIt Pro eppmw efl and ev�eenvg requuemmts needed far the sh .o es waft es amhttecl ar specify any recessed raccoons, BVAC requirements, endlm mechmieal chase sizes place cot alter, or &m ANY stlocmrel mambo of a tluss oWess specifically and respomibflity of bndtler. eleeae mfar m me BCSI for maeing reehfyeee „m It is recofmatended that trusses are braced ,vith a MLVIMUM 2x6 Strongback g all I«al and muvmipbty staNtes vt We Ivice — Ne h being built. BFS does bmlaing desgn, and —hvvs. Umler uv chcumetavices u Rmlders First Svmce ble for hghltng inrerrerenees, ductwork, pmmitled by the wss desi� draaavg. remmmevdativns. every 10' (at vertical or added block) and/or as directed by the FOR or Builder pm not perfrm Duly eomponmt desrYy as dhanM by the cusmmtt budder ropon or mechanical chases udess regti 6 are CLEARLY spemfiW AND -W na fi Trvssea evd/m beams are voi dnigved N a.p 1 masonry 9. Do not veil or screw through horizwtal sphca plates of floor ESPEC7.9LLY over large open areas for ceiling uniformity. m8inn� mcluteu ac Eugveer of Record By the Rujen. —dmmea wild B Firsi Source Prig m was Cbncaiiw of �Y kind Lwtels m older mawmy saPpaRs ere to be sued and provided by others. basses 2. Bmlders Fuss Source is not responsible fr determining whether 4 Under na chcumstences is -Id— First Source m chair truss Hk F I efl faslevcr holes f hmgcm wild fstttmr types spmtiad m Bottum chords should be leveled prior to vouching bracing and the smrvM1vre built by means of wmponrn[s md/Dr evginttxwg cap - by Baflaea First smaee menu hale, rovory, evgmev the EVPjveer of Recoil for ANY Proj- 2. Areas vat covered by busses are to be field flamed by others tbe rorreepvndmg havga able. Refer m Simpsw Stlovg Tie cmefg for tab- should be installed during truss erection per BCSI-B] reconmtendations. �yman=aror maaiciPalm eadea, regulations, or aaaeaamaa. REeRESE-Nrs LEFr EBD OF TRUSS AS DEPICTED ON TRU55 DRAWING GA HANGER LEGEND DATCH LEGEND 1Jnv24 AeexoYAcs (A) I.US24 (ell BEAM/LPAGHR (, LUS26 (3) B4T. BEARB4G WALL (C/ aUS2fi (48) ®HVAC; STORAGE HGUS2fi-2 (5) O NaCEANICAL CHASE SHEET —8-2 (0) —TRUSS FT1 Tlmaala (d) sreec I -BEAM