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HomeMy WebLinkAboutTH2024-004434City of Grapevine �SYSTEMHAUSE Residential Energy Compliance Path 'u101N"OLNC; B01°1001dP5 Energy Code Requirements of the 2021 IECC (IRC) as amended NmenwanNG." Submit with application for either p'mmn 0 A building permit OR ❑ A Certificate of Occupancy Project Address: 250 E. Dallas Rd., BLD. 5, Unit 14 (1 Grapevine, TX 76051 Project shall comply with one of the following: ❑ Option #1— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104) 9 Option 42—Total Building Performance Compliance: Section R405 (N1105) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI ❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table 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 ff5— 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. Address: BLD.5, Unit 14 City: GRAPEVINE County: TARRANT Zip: 76051 Certificate #: 1341990 Date Issued: 11/8/2024 Notes: William S. Folsom, LEED AP ICC 5211468-79 972.282.8000 dir Emissions Reduction NOx: 2 lbs. Sox: 2 lbs. CO2: 3,124 lbs. 17% 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 P405, 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: South Windows SHGC: 0.25 U-Factor. 0.35 Roof Cladding Type: Composite Shingle Radiant Barrier: Yes Sealed Attic: No Rooflnsulation: R-38 Attic Ares: 1162 sq. ft. Cathedral Ceiling Area:0 sq. ft. Flat Roof Area: 0 sq. ft. Wal I Area Nest to Attic: 0 sq. R. Foundation Foundatlon Type: Slab on Grade Foundation Insulation: R- 0 A/C SEER: 16 Tonnage: 5 Project Information Structural Floor 1 Exterior Finish: Brick Floor Area: 510sq.ft. Stud Type: 2x 6 Floor Wall Height: 10 ft. Stud Spacing: 16 in. Front Side Length: 24ft Right Side Length: 25ft Mechanical Front Side Window Area: 72 aq. ft. Right Side Window Area: 24 sq. R. Front Side Shading: 0ln Right Side Shading: 0in Blower Door Test: 3 @ACH50 Back Side Length: 24k Lek Side Length: 25k Ventilation Type: Supply Only Back Side Window Area:O sq. k. Left Side Window Ares: gsq. R. Ventilation Rate: 80 CFM Back Side Shading: Oln Lek Side Shading: 0in Ventilation Operation: 24 his. Floor 2 Fan Power: 21 Watts Floor Area: 1162 sq. ft. Area over Unconditioned: 652 sq. R. Fraction Outside: 0.9 Floor Wall Height: 12 ft. Duct Tightness Test: 112 @CFM25 Front Side Length: 26 ft Right Side Length: 47ft Supply Duct Insulation: R-6 Front Side Window Area: 114 sq. ft. Right Side Window Area: 86 sq. ft. Return Duct Insulation: R-6 Front Side Shading: 0 In Right Side Shading: 0 In Back Side Length: 26 ft Left Side Length: 47ft Back Side Window Area: 90 sq. ft. Left Side Window Ares: 0 sq. ft. Heating Back Side Shading: 0 In Left Side Shading: 0 In Heating Type: Natural Gas Floor 3 Heating Efficiency: 0.8 AFUE Floor Area: 1130 sq. R. Area over Unconditioned: 0 sq. ft. Floorwall Height: 10 ft. Water Heater Front Side Length: 24 ft Right Side Length: 47ft Water Heater Type: Natural Gas Front Side Window Area: 78 sq. ft. Right Side Window Area: 12sq. ft. Energy Factor: 0.81 Front Side Shading: 0 In Right Side Shading: 0 In Size: WA Back Side Length:24 ft Lek Side Length: 47ft Burner Capacity: WA Back Side Window Area: 28 sq. ft. Left Side Window Ares: 0 sq. ft. Back Side Shading: 0 In Lek 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 3.9 kW 1,143 kWh Proposed Design Standard Reference Gas (therms) Electric (kWh) Gas (therms) Electric (kWh) 0 88 0 88 0 1,303 0 1,414 0 185 0 182 0 3,576 0 3,752 306 0 465 0 97 0 97 0 410 5,152 560 5,435 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 Re: UNIT-14 UNIT 14 / UNIT 23 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: R85352820 thru R85352858 My license renewal date for the state of Texas is December 31, 2024. Texas COA: F-12513 C0R F-12513 November 15,2024 Hemandez, Marcos IMPORTANT NOTE: The seal on these truss o mpormit desgns is a certficahon Met the engusm named is licensed in the iunsdictiou(s) identtred and that the designs comply wth 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 inomm ate these designs me the overall building design per ANSI fPI 1, Chapter 2_ Jabvss �Tvss TYPe Ory Ply UNR 14/UNR23 R85352820 UNIT-14 A02 Mo�wp4N 10 1 Job Re terenc219Ns0ifs, Iz no Noe 141129.0220 24 Page 1 Builders Fimi3wnce (Cart ,TX), CartoCbq TX - 5006, 630s 26ID24 MRei fidL ID:] iFnajOMlTsWl9yWIdjZR�NB]0Hg3NS9PgnL8w3oITXbGK Doi7J CW 1-t 0.t3 162 51-1 684 Sod ill a 11 15-itd 16113 20S] 23b8 1-10.t3 1-11i 1-]-5 1-73 2.12 2b9 249 2b9 2b9 2b9 2A-1 S®8 = t38 ] 0 M 12 MBv d411 = 4a 2. =4= bq �� 4x5c 3x10= 2x411 512 M18AH5= .11 o I x s v. n 1 ¢ v� o .n 11 12 1] 1.= SxR MMAHS= 9fi= 5x8 = den = &fi= 382 6812 &9E 13fi tt 18-313 234A 3S2 3-2-10 2b 12 d9-3 4 33 5-0-11 Plate ORsets(XYI- 12"120-24L 1150-1-TT241 I1905 E0oel LOABING (psi) SPACING- 2— CSI. DEFL. In "' V0e8 "d P—a GRIP TCLL 1000 Plate or, DOL 100 TO D74 Vcn(LL) -05316-i7 >520 360 MT20 220/193 TORT 250 Lumbtt OOL 1W BC 0% Ver(CT) -0221.1T >382 24. M18AH5 16W7 BCLL 00' Rep SOu Ina YES WE 089 HadCT) 017 14 ma Ina BCOL 100 Code IR=VTP12014 Main,ASWIM(LL) 00916-17 >999 240 Weight 131 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 21,4 SP No 1w2W SP SS 'Except' TOP CHORD Shudu2l wood sreaNing directly applied exceptdl end vecds 1-10: 2x4OF2400F20Eoi2x4SP2400F20Eoi2x4SPDSS BOTCHORD Hand telling directly applied. BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 ci 2W SP SS 'Except' 1419-2W DF 24DOF 2 DE 0i2x4 SP 2400F 2 0E w2 4 SP OSS WEBS 2x4 SP No.3'E ', 1-20,1114: 2x6 SP 240OF 2 BE m26 SP OSS of 2 G SP M 31 2-20,21%1215,12-14" 2x4 SP 165OF 15E m2x4 SP No ce Za4 SP REACTIONS. psee) 2"0. , 141 8 Max Hot, 20=13(LC 8) Max UPIR 20-�C 8). 14=F5(LC 9) M.G., 20=389RITCI), 14=3094(LC 1) FORCES. (10)-Max Cam,Max. Ted, - All Poae525D(Ib) oikss except wlren shown. TOP CHORO 1-20=28813$23 871 /451,34-4821453, 45=]77M30 S6-6]60/81], &7-8261M20, ]A--86]N806, 8-9-48675/8118, 9- IT- -566✓5221-ti` 1-12G65I524, 1314- 316MM NOT CHORD 1320=285/2T33,18-19-�i39I6526, 1718=]48/rr64, 1&17-880I9090, 15-16=7=08, 14� 1514/31S9 WEBS 2-NG.9292/3692-19=-226KU49, 319�O6I62419=2501251,418=164/1867, 5-08=1341I144, St]=-i1&1329,&12� 55 7-1)�.AT/62]-06�fily 8-06 Mafp88, 916=12!VVZ44 315=2410.255-111 23B2,121T 28]/J319, i2-14=-0n4/414 NOTES- i 5;' 1� "•:!tr r) 1)WnO. A, En]-16l.M= S (d oml)dgust)Vasil Jtmpb, TCm=60psf, RaM OpsY, d.B=558;mencremoved Cat IJWFB:Ent]aaa;s,Moe,LundmDOL,l CLCegapOIL-1 GMileveik'ft aIM lgMex�seO GC (ol memAeis alM Pokes& /f f MWFRS tmmate dmsham; Lumber Ola EOpMle grp OOL=160 ;.M ............................... Z 3) Provide nominate ntgeaontvrelm Managed /MARCOS A. HER..... 3) A8p6Rs are MT20 pMtesunless 1 D 0 Iee Iottond O.••••p•••••-.-•••••••••••••-p•••• 5)Tnavussresommnce ig ior a ra psrlwftoOOpgonMclean he, l0ad mcb mallnd hb any a fry nglads. ,l 4 'a 5) a rrt between Me Nwmlgclean am my WM imeenders nine lwtmm toad In all areas wllmfeare Ungle 3-sO arlyznavnde (1to.� (yCEN5E�: 2a4iri 6)Pr..M, meennial connection (by others) m Bass m neamg plate capable orvnVisiaMllg 100 lb uplift at pings) 20.14 �1 FPS.. G\� ]) ThatieS desgnrequnestnala minlmumm7/16^sN umIwe00sne iNl applleddire yb McMpclvd and l2•gypsun sheeback m app4ed dheady to Me Ipftom chard COR F-12513 November 15,2024 AwA n9np.�.trmanen��Tm9naMS n nmm�.nmxnmmmnmammP.m.,.,,m.,a ,oranmu9m. a� MiTek® ��aro ww m%vmn> wuceM deey'cn amtiwnalwm'.Ptrnunl n andaCSlau,M,g Componnl Snadyfi4omnfien �pue /mmve sfiuM�elauM¢g component pamu 9ueance rega title �¢ msM ym e] 1111/.,Tw. mn �Ow+x' eommpopenaom) Jabvss TYPe Dry PIy UNR 14/UNR23 R85352821 UNIT-t4 A06 �Tvss FLODR t 4 Job Reterence[p Ij Builders Boagg ce(Cia ,TX), Cancers TX-5006, UJ 630s 262➢24 MReKiKdLsOiASIw ThU Nw 141123.022➢24 Pagel lo:]NUIFne2j0MThasoff Ym•JdjZRI NB70Hg3NSgPgnLU3uITXbGKVACUoi7JI cw 2-61I b10.3 ]-1-9 94-16 11$4 t311-10 162-15 1665 20.410 2 4A 2-61I 2-3fi 2-3E 23fi 2-Sfi 2-3L 2-3E b36 2-so 1.14 ..I.-1 v0 11 n25 FIT 35 - ,.. 411 a4 z.4 II 8'c d 2xa II 5.fi = a11= 2x4 3x4 - 2x4in G5= 012= Sx121AIMHS= RIO= .1.= dar= ,er= 4-1.1 9b14 1311-10 4-10-3 4411 4dt1 dr8 2. "11 4-10.3 LOADING (psi) SPACING- 2-DO CST. OEFL. n Dec) Wed La PLATES GOP TCLL 400 P6te Gnu DOL 1c0 TO 023 Vedi -01015-06 -- 360 MT20 244/190 TCDL 250 Lumcer ROL 1 W 8C 053 VCMCT) -031 i5-i6 >8W 240 HCANS 18F129 BCLL 00 Rep Strgslnor NO W8 OW Heal 006 13 Na n2 BCDL 5D Code IRC202WPI2(14 mistral MS Wee ROB In FT=20% LUMBER- BRACING- TOPCHORD 2x6SP2400F20Eor2x6SPDSSOr2x6SPM31 TOPCHORD ShucN2lwoodsde iN dlrecRyapplitlm6 Doc Wdins, BOTCHORD 2x6 SP 2400E 20E or 2x6SPDSSm2x6SPM31 except end ver4faIs. WEBS 2x4 SP No 3'Excepr BOTCHORD Hand ceiling QreNy applied Or 160-0 OR MxIng 11-14 2x4 SP 165OF 1 OF or 2x4 SP ND.1 or 2x4 SP SS REACIBONS. Pus,) 19=058, 139.5d Max G2v 1911). 13-7MS O 1) FORCES. Uhl - Max Comp Was Ten - All forces 250 pin or IRS, except widen shown TOP CHORD 1-19-434N,2-3=1231W,14=1231WN 4w198fl 5b=19881 62=214)W. 7 -9=21489M, 9-10=t3662N, 10.ii=13660N, 12-1Y-72M BOT CHORD 18-19-0/6991,16-18,0/16626,15-16=021640,14-15-0/18351, 1114-b/rI35 WEBS 2-19-81321D,2-181/rd94.,4-18=53TWo 4-16=040,th 516=10IX40, (n16=2243/ , 7-1.r=99W. 31S-Nd0.54, 9-14= Sol 10.14=1195N, 11-14=07824, 11-13=-9802N NOTES, 1) 4-0ly Ful to be connected togedrerwM Rd (0131"xY) nails as tolkal Top FROBE connected as fillotes 2x4 -1 low at 0.9-0or, 2S6-2 Poor stal,c ed at 0-98 on HalOn conneced as (allows 2x6-2 lows Staggered at 0.58 no Webs Connecktl aTObws 2x4 -1 low a "D on Adacb TC w1 jCR Mam. bolls (ASTM A3 7) In the center Wf menlcerwM she A 4-0-0oc ;• Cw/2"dem Wo (ASPMA�07)in Necenterof8rememberwM shersal4-0-Doc At1=BlV 2) All loads areconsoered equally adcd, teall pla except nodded asfonl(F)orbark(mlace In the LOADCASE(S)seclpe Ditto pry connections hi been prwlded to duArtune ony loads noted as (F) or (8), unless otherwise Indicated SF. OF TF \\1 3) All plaks are MT20 pMlg unless o8rerwse In0ica40_ p. ••••••• q4t 4)The Faterallon TMerance aljoRA8=20SS,,1n l7-2D% j G,2S+ 11 5)Loddma (s)1,2hasR eb nnV Building desgr mustrexlewloaLLtowrdytMtthey arecnoMfirthe Intended teal f f 1 this puss / f f 6) Remmmen62n6strmgbackspn Mge, spoodal 0maMg tenedtoewh Wsswl lM(o131°X3")nffi /••••.•••••.................... Sartor rs wile adacled w wMN a<their older ends OF restrained by otivemeans. /MARCOS A. HERNANDEZ 7) Ham,)er(s) or other Conn. goelce(s) shall Be gwlded suddwnt to support mnceMrated load(s) 1255 In doad at 1" 12, and /••••:..................••••p•••• III 250 as down at 14-1012 On=MckWmin hord. The deslgnNe[n Ol such echon clOve(s) Is the responvdAly of others. .• 11.3878 -* LOAD CASES) Ill �f </�ENSE,�y.G;a4iYI� SlondaM 1) Dead +Fbor LNe MaMnced) Lumber lnueasel 00, Prate Ircrease=l DD OnnoPm Loads gull) 1\ SS/ONAI"' Vert 1-20= 50. 12-2 568, 13-19=-10 Concentrated is� ss�F) COR F-12513 V21=250(1`) November 15,2024 nnn�mn �n nan=+ Aaa do g" neaynnarametrmannn��RESON re54anl�PtramWIFEREFERe.eeIRCEul ,,ml.,�3aEFOReUSE. �aro MiTek® �a� hudsgd-onny traog Fuli—iww m%vmn> wwT 9ueance rega title �� u lord ouan,on de awns lwm'.Plne ese aaiiCSIBOuni Comp-ou Sandinromn0on m�m¢tlefimmMswearel8umng component pamu �Ore+r' eomm�enaom) .,s]ssInt/u,eEeri Jab vss - e UNIT-10 M6 R Builders Frsa(CnTx), CartoCbn, Txss LOAD 0 M(B) Stan0ar0 2)Uead: LumUer Increase=100, Plate Inueas lCU Undorm Loa's (pin Vert= 1-2050, 12-2 6$1&19-10 cmrcxnMe' Loa's po) Vert: 15=1255(F)21= 50(F) OIy Yly UNR 1E/UNN23 [p�1p j R85352021 1 630 s 4 26202E M1212I1 IV, Ix Thu Noe 1E 1129.022026 Page 2 IU:2NUIFna joMRsm109ym•JdjZR�NB2oHg3N5gPgnLU3uIT%bOK Doi? JCH ro ea i.,ae. M MiTek®,a tr.,m� q 11a,6,e„/MneKn=� ev�om°p�enm�-R rr..�5a Jabvss �Tvss TYPe Dry PIy UNR ib/UNR23 UJ q R85352822 UNIT-04 AO] Ja kCluutl Gil 1 L Job ReterencGlq Ij Builders Flmi3ource(Carr,TX), CausObq TX-5006, 630s 262➢24 MRei fidLsO'xS,I�ThU Naa 141123.032➢24 Pagel IU:]NUIFnajOMlTsm109yWJdjZR�NB]oHg3NS9PgnL8w3uITXbGKVACUoi]JI cw 1-18L 3-5-0 5-0.2 6 0 10.]-0 1b7-0 1830 8-1 1-11, 1-&14 1814 zTT 2-0.0 2-0-o 2TT &ale= I x, a oas 12 .1= ZR II .4= 2M 3.4= 2x4 II >:a= 2xa 4x5= 2 3 a 5 6 ] a s 2d 1. F11 13 ax5 - 114 S7-d 10.7-0 117. 16168 • isa 11-12 a4o a60 11a LOAOING (psl) SPACING- 2-DO C81. OEFL. In per) Poefl Hit FLAWS GRIP TELL 100-0 Pole Gnp DOT 1c0 TO 040 Vert(LL) C14 t5-06 >999 360 MT20 24411W TCEL 250 Lumber DOL 1 W BC 040 Veul(CT) -018 i5-06 >MM) 240 BOLL D0' Rep Strgs lnO NO WE oT/ Hall 004 13 Ma Ma FEEL 100 Code IRC2021]tP1M14 Moral WIM(LL) 003 t5 >999 240 Werpt 264o FT=20% LUMBER- BRACING- TOPCHORD 2x6SP2400F20Eor2x6SPDSSor2x6SPM31 TOPCHORD Shucoml wood Meal directly applied. except end verticals BOT CHORD 2x6 SP 2400E 2 OE or 2x6 SP DSS m2x6 SP M 31 BOT CHORD rapid ceiling directly applied. WEBS 2x4 SP No 3'Except' 11-14 2x4 SP 165OF 15E or 2x4 SP No.i or 2x4 SP SS BeACIIONB. (site) 19-1 , 11-Metlmmcal Max Harz 191 Max UPIR 19- Og LC 8). 13=-98(LC 9) M.G. 19=3191(LC 1), 13-M2](LC 1) FORCES. pa-Mxax Coi Savo . Ten- All ores 250(o) or less except aboard abort TOP CHORD 1-19 32247,23 334M)o =5431/602, , 580l S6-4574/9 6 D'A"CO3 ]�811 R'902, &9--524811 Si1=-525115M HOT CHORD 18-19=3]&3139,l6l�]0317,1S16=-99&8]401415=]9N6954 1314=-14&191 WEBS 219—IG V,[66,2-i8=J41/3244b&IB iYSD,118=2]3M316,416=18&1815, S16=t14&19, &- 5==Hx 7-15=38Z26, 8-iCF16Zi563, 8-14=230NZ]5, 9-1"4&12011-14=506/4611, 11-13-38240168 NOTES , 1)2,M(Mussobe canretledtoetherwtlh 10d(0131WC naflsasolows T[ptlloNsconnected astollows 2x4-1 paw R0.9-0oc, M,6-21mvs staggered MO oc Bottom oforQs connected as (allows 2x6- 2 pays staggered at 0.9-0lac. Webs aA basis, 214 i �OF���`' lied oall9-0li¢Cexce Rented asfioM back lace In tie LOADCASES section P o 2 A6 bads arecondsoered e9ia ry applied p a (F) or (a) () - ry E •. 11 pry wnnerins ohay, been pmvlded to distribute Dory loads noted as (F) or (B), unlessorxse indicatedaleh 3)Wad -ME]-i6,VuR=l Varph(35econd S gust) TCD1=6 Ops[BCOL=6 Opsr, lb Oft, B= fi,L=25M pi Cat ............ •• j G,]S'9St ff al)aCorralzone, Mlleverleft and Minded CL ommtf exposr ers and aces 8 IL WF Exp B, Endeal MpfloctlmirC cantilever / ��j/aJ�k�j AI MWFRSbar madlons stawq Lumber DO1=1 SO plate gdp Di So �1 4) Provde adequate Manage to Prevent water Pondeg. ....:......................:.... 5) Thems las beendeslgnei 10(rpsfboftom d.mm ftve load nommncunentwftbaryolberllvewds- �MARCOS A. HERNANDEZ 6)'Thiswssbas been designed (oraiselosa O opslon the tomanrnord lnanareaswMre a recangb3-6-olaeby2-0avnde ••••;••••••......••••••.... ••• .6 M between the benom chord air am otter members- 7)Reer to gbderts) tar buss to buss connecleans 1 11 38 78 f"°p' •yji B Provide dmnnecllon Nbea mtmsso oeaM late too lbu ift 1(s) t9, t3. memaa Capable oft»osoMM al lam (M ) ng P pa 9 PI 1 9) The buss Sol real Nan a mmlmum ar]]16"struco2l wood areal be applied directly to Me op cMwd and i2"gypsum slezhock be applied dir" to the Wttom chord t0) Hongegs)orooermnn ndevlce(s)shallbepmMedgMcienttosupWncomenal oad(s)1000odmvnaMt12lbupat 6-TL,aMlO000downaM1121bupat 1113Lonop UwN. TMd Wfn le motsuMmnreclbndevlce(s)Noe COR F-12513 responslbillry of others November 15,2024 r WIR#BFIuhaPandard AwA N g �pn&man4n�� sa.MS amnea.nexBerme.eeP.ae.].],m.,3affanense. MiTek® ny traog 9ueance rega title �� aww u msH e,. .syT ouaiwcn amtiwnalwm'.Ptrnunl aneacslou,MmgeomponeMSanaynfanrom �pue rmmve SnuM�elauMng component pamu �Ore+.' eomm�enaomt Mrci5I5]t/une.p— Jab T— UNIT-10 RO] J.vGale, 0L BuRders Um —(Cana x), Caeo6Nn, Tx-Tsok.T LOAD 0 M(5) Standard 1)Ueatl+Rm1 bee(MNnu ) LumO Monads¢=100, Plate Ina as lCO Undorm Loads (p0) Vert 1-12=2s0, 13-1�20 corrcxnlralea Loads po) Vert s 1" 11=1000 OIy Yly UNR 1E/UNN23 q [p�Ip j ND--022 1 630 s L 26202E M1212I1 IV, Ix Thu Noe 1E 1129.0l2M Page 2 IU:]NUIFnaj MRsm109ym•JdjZR�NB]oHg3N5gPgnLU3uIT%bGKKYCUoi7J CH ro ea is ,a. Mae. MiTek® tr.� "I-Fe=„/Mne.--1 �m�ea, rr..�"-e,-m° enm-)-R Jab vss TYPe Dry Ply UNIT 14/UNN23 R15352823 UNIT-14 A08 �Tvss JACK-CL03ED GIRDER 3 1 J re Builders FirslSource Carta ( ,TX, ) Carto6bq TX- 5006, 20241 =21Inalj z6ID24 MR lnc no Noe 1123.03ID24 PageW IU:]NUIFne2jOMRsnJ09ygyJtljZRPSB]OHg3N5gPgnL8w3uITXbGKVACUoi]JIZIC'H MlTs 51 6]-0 t6]0 12-]-0 147-0 18no 18 t6 To • t-tos 1aM 151 tau 2. terra z-od apo z-0d z-od asa a-] • s®le=rat a ou 1z fit= sx8 = 2xa II as = zero- axn = zxa II 3xa = a4 II axa II L6 2 3 e s s ] a s 1. 18 11 .14 F7a tp-]-d I4]-0 t61a8 1sa 1112 a-0-0 aA0 43d Plate OftseofXY1 10 OCn "To 113 o-id 0241 LOAOIRG(psi) SPACING- 2NT Call OEFL. In (bc) Ile't/0 PLATES GRIP TCLL 1000 Plate Grip DOL 1 DO O5] VcRLL) -02914-05 >A4 360 MT20 22R1193 TCOL 250 LomMr OOL 1TO BC 063 VSMCT) -039 i4-05 '70 24. BCLL 00 Rep Sau Ina YES WB 078 HadCT) 009 12 Na Na BCOL I00 Code IRC2021RPI2014 Matra -AS WIM(LL) 005 14 >999 240 Weight 10611, FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 15E er 2x4 SP No 1 oe 2W SP 5S TOP CHORD Shduwor u2l d sheaNing directly appllMcept , exend vedlcaoR BOTCHORD 2x4 OF 24WF 20E er 2x4SP240KF20Eor Zv1 D55 BOTCHORD Rgld ceiling directly applied. WEBS ad SP No 3-Excceor 2-16,10T3:2x4 SP 16501' 15E or 2.4 SP No 1 m2x4 SP SS REACTIONS. (size) 17=058, 12=Metlmmcal Max Ho¢ 1]=11(LC 9) Max Up1181]- 5G(LC 8). 12--6SLC 9) Max Cray 1]=2509(LC 1), 12=250MLC 1) FORCES. Do) -Max. Comp RAax Ten-Allfirre5250 (IU)orkss except when sM1owrt TOP CHORD 23806/419, 3-0=3805I421, 45]W611, 56=SIQSI633, FT=5954f658, 7�9525E0, 8-g�0]T/449, 9-t0=40T/I453, 11-12-�55126] BOT CHORD 1&17=-2782 44, 1Si6-�5TL4950, 14=1504/6118, TT14� 96r5218,12-13-88U17 WEBS 2-17�JREM60, 2-16=-239R32], b16-�f 3W6 l6=1GA2W,41T 11111144, aTo_to NC 6-05- RV81, ]-14-468183,131 =10111023, 8-13=1616/198, 9-03=73311281IT13=422/3860, 11TT —271Zeo66 NOTES- 1)Woo ASCE]-16; VuV115mp8(T5aand gust)VasS dimph. TCOL=6 Opsf, BCOL=60ps[B ft� ,55fl, L=258; eaW,4ft, Cat. II;ExpB:Enclodd; MWFRSdies 9oreg and CC ComeoRD zone, cantilever left and dghtex edC-C MT memftem and firoa 8 MWFRS formacllons sOmm, Lumber 301 =160 plate grip OOL=160 41 2) PruvMe adequate dulrege W p eWnt webr trading. 3) Tfta buss Ma Been desgned for a 100 botom clwN Bee load nonconcunent with any off, five bads. \\� ad 4)-Th. M. has l endeslglced Mr a Page Mad! of 20 Bog on Rite bottom chord In all areas a ee a caingle 3b0 MR by 2-00 vnde SE OF TF\l1 p vn9 fit between Me tinged anal add am mmbers affect e_ yS: 9S1 1, 5)Refer to glNegs) for Russ to truss mnnecEcns •; 6) Puvbe mechanical Man nabon(by others)of buss to bearing plate capable of wthadaMing 100 In uphill alpolls) 17.12. +R //� �I/ ]) Title boss desgn reago, that a minimum of]l16"strctural wood sheathing Be applied! direo, W Me by chord and TO'gypsum /••••1...................... 0....4 /MARCOS soeorx Be applied directly to the boom cram. A. HERNANOE2: ...........................:.... L 1.. 113878 .-* COR F-12513 November 15,2024 y is aeaa. MiTek® a�.e tr.,m�l q lce-'enrope- ,r..�e� l-N �11111.,TK.=— Jab 09 �T -pudi UNIT-04 A09 MolwpdN GUJer auflk rsFirslsaxee(Cen ,Tx), Carmhon, Tx - rid, 1-16fi 3S4 S62 fi-]-0 S1-13 1. 11 11-- 1-105 1-uT4 ' 1E-14 ' 1$14 ' 2-613 2813 2-0.0 OIy Ply UNIT 14/UNR23 cG1q ) R853528M 1 630 s 2 262024..12fidLsO ' , Ix Thu Naa 141123D42➢24 Page 1 IU:2NUIFna2jOMlTsWO9yWJdjZR�NB7OHg3N5gPgnL8w3uITxbGK DoiTJ cw 1116s 1fi-11a 19-0-0 21-08 2. 2T-C 'T,3 2h13 2R8 2-10 ® =1 on 825 FT 9h= .411 9Kn 2x11I 3x6= 2. II 3x4= .II 5x6-3x4 3 1, 8x12MmAH8= 3. bS 2 3 4 5 21 6 7 8 9 24 19 11 Cr 13 W 1}� 21 20 19 18 17 16 15 bx6= AM= 5x12 M18AH5= 3 o .18= 1.1. .12 M18NIS= We- .14 6]-0 18$ll 14 165 1.do2.11 35d 11-12 41-11 41-11 4111 6b8 LOADING (ps1) SPACING- 2— CSI. TCLL 1000 P6te Grip DOL 1 Up TO 045 TCDL 250 a. DOL 1 Or NO OC4 BELL 00Rep Stru Ina NO WB 082 BCDL Joe Could IRC2021RP12014 Matrix -MS LDMBER- TOPCHORD 2x65P 240OF 2 DE or2 SP PISS can6 SP M 31 BOTCHORD 2x65P 240OF 20E or2 SP PISS or 2x6 SP M 31 WEBS 2x4 SP No 3'Exccpr 112.1415. 2x6 SP 2400F 2 DE or2x5 SP PISS or 2x6 SP M 31 2-2 ,211,13 -15. 2x4 SP 165OF 15E ar2x4 SP M 1.12x4 SP SS 12-16: all SP No 2 13-16: 2x4 OF 240OF 2 DE or 2x4 SP 2400F 2 OE a SP OSS GEFL. n (bc) " On PLATES GRIP Ved(LL) -03] '18 >]53 -a MT20 22W19J Veri(CT) -049 P718 1. 24. M18AH5 169/162 HaRCT) 011 15 Na No WIM(LL) 005 18 >999 240 WMUIM 33511, FT- 0 BRACING - TOP CHORD Structural wootl Meaning Ulreclly applied alit-3 oc Wrllns, except end veNcels. BOTCHORD Rigid ceiling Olrecly applied a l OO-0 cc bmcTg REACTIONS. (sae) 22=0 3R, 151Sd Max Una 22=13(LC 4) Max UPIR 22-'"' C R1 15= MC(LC 5) Max Glav 22-426G(LC 1). 15=840NITC 1) FORCES. (S)-Max ComplMa4 Ten- All Anas 250 No or k, except vJlen sflown TOPCHORD Y22-13]20, 1-2=292 23=74MY168, 3-0=7429/170,4-f 126282 , 56=126284187, 6 165691364, ]A=16568/3G5, 8-9=117SN432. 9At=1T/81/433, 11-02- JhUe/436, 1213 16181/437, 1&14=359rr, 14-15=-tcr7cM HOT CHORD 21-22=114r403T19-21=251110251. 1&19=-3W14970.1718—HW17518, 1617- 162/1]3�.15-16=241/814.9 WEBS 2-22--529N1352-21=-9T/4]293-21-13]954-21=-009'.V103.419=]43431, _ --1 5-193]3],6-19=-3SN121.,6-18=T3/2W9,]-18=-053/4M,&t8=-12]2/249. 8-1]=938/460 9-P=39715.11-P=-00MI5551116=2103130012-16=-055tl58, 13-16=2nvl0782, TT1F 11100321 \\ TF•�� 1� NOTES- •�pSF•or•• 1)2-pt1•Wssto Ge conneReOl�eNerwNr 100 (O i31'X3"j nallSas iNbws: Top fillo 2x6- 2 0.]-0 / ••. chord" conceded as m,s staggered al cc. A Begin, cho m annecon-Toll. Zc6-3 mars sla]ger� of G2-0oc , Wens connetled as rolbws 2x4 -1 cow at 0 RO oa, 2x10-2 mws slaggered at G30 or,%• * • .....................:.. 2) AS lords are considered equalry appnedto all rhos. WWeM I Ruled as Word U)or oade(8) lace in Me LOAD CASE(S) seclua PI, to fMARCOS A. HERNANDEZ: dile ry ml ply nave been provided toasNONe call, loans noted an a(8), unless otnaxse nceLL •••• .... ••• ,�•Q•• 3)War ASCE T-06;W8=115mpn(&secand gust) VasdSimW,TCDL=6 Opsf,BCOL=6 Opst, haft, BS5$ L=25fl; eav�4q Cat 11.3878 IL Exp B; Encased. MWFRS pmN brag, candlemrkfl add right expensed . Lumber WL=l W plate gnp DOL=1W E�y: 4)Phendo dominate d2nage to prevent Zia ponfing 1 A5•. ,CENS \l\i 11l .. ... Minare 5) AS Mates are W20 plates unless dominions,t_ S. 6) The truss les need dar rah ra a 100 psf Whom clroN live load nommncermat with any older 1Ne bads_ ]) -This was has had desgu al rota Ee bad of 200psf on the triad in triain all areas wtw e a rectangle 3b0 tam hy2-00 voile we ill betwccn Me hol am norm arm on, oma incomes COR F-12513 S) PmvMe mechanical annMlon (by o8cers) of truss Toneanng plate capable of vnNstaMing 1001h uphtf alpmted decent (=IR 2Y100, 15-232 November 15,2024 gngerldd p�ada 2 �9np.�metr an4n�� snaNsan�raaEn.dExnErEnm.mm9.am.,.,,a.,�w3aaanua ape = •ve✓m MiTek® ..e cmabm smm In ny trades 9ueance rega title �� m%vmn> u caw msn .sM ouairren amtiwnalwm'•Ptrnwgl a,diCSB,,R,Co,p,n,nu WIayInur,ti �pue rmmve SnoM�e BOMog component pamu a�n..+• DOPomp�enn�1 urei5llao.,Tekes— Jab ITn« �Tvas Ty Ory IYIy UNR id/UNR23 N/m KI q R853528M UNIT-10 A89 Mo�wpa,MG'uJer 1 L Job Reference[p�Ip Ij Builders Uuggurce(Carta ,TX), CartoObn, TX- au 630s5 262➢2d MReKiKd150iAS,Ix Th. Noe id 1129.8d2➢26 Paget lD:iFnajMlTsm189yWJdiZR�PSB]BHg3NS9PgnLU3uITXbOK Doi7J CH NOTES 9)HagoUs)wothel connec(ndevbe(s)shall In, prnvlJlcl suRlcent to supporlcanceM2ted bta(s) 6179 In sheand 211 b up at 19L on tangent chord The desgn/seleclien of suM connection devb¢(s) is Me respanslblby IN others Loco CASES) Standard 1) Dead+ Rmmve Malanced) Lumcer lnueas,to8, Plate lnoeast,188 Unlbml LoaIS plf) VeR 1-1 =25o, 15-22=28 Concenhalta Loads (b) Ved: 16- 79UU ro ea is ra�.e ,manse. MiTek® tr.� "I- m° nm -n �m��1 s.--I ,r..tae'a- e ,111— Jabss �Tvss TYPe Ory Ply UNIT 14/UNR23 R85352825 UNIT-14 0 MoswpON 2 1 Job Reteren yyq� Builders Domp-m.(CaulTX), CartoObn, TX - lb, .s 262➢M1 MR fi2as ,ln, no Noe 141129042024 Page ID:]NUIFnaj0M1TsWO9yWJdjZR�PSB]OHg3N5gPgnL8w3uITXbGKVACUoiTJI CW 154 67-0 9fiU 11 114. 1&3-0 20d-0 L118 154 3-1-1z a11L z-11-0 z-11-o 2-1t-0 1. 2Ae 8®@=t38T 5x12 Mlapam A.4 3x4= 2. II 4vfi= 1,10= 2sor .12 Villoner 3x4 11 3xfi- 2 3 16 4 5 fi ] 8 9 10I 1 0 I - cry _ G —{IIIIII 11 I�x5II Is 14 13 12 nod M1 WS- so 6x8 1. 5xfi= 123 5-100 LOFOING (port) SPACING- 2" CSI. TELL 1000 Pool Gap OOL 1 TO 0&5 TORT 250 Lumber DOL 1 W PC 0Re BCLL 00' Rep Shm Ina YES WE 082 DCDL 1Do Come IRC2021RP12014 Malm-AS LBMBER- TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or2W SP SS'ExcepC 1-]. 2x4 OF 24MF 2 OE or 2x4 SP 24WF 20E or ad SP DSS HOT CHORD 2x4 SP 16501' 15E or 2x4 SP No 1 a 2W SP SS'Excepl' 11-14 2W DF240OF 2 DE or2x4 SP 2400F 2 OE w2 4 SP DSS WEBS D,4 SP No.3'Exc¢pC 1-15,1011. 2x6SP24001`2DEMr SP13SSm2GSPM31 2 15214,9-129-11 2x4 SP l650F 15E m 2W SP No 1 or2x4 SP SS REACTIONS. (size) 15-ti 1T oSA 18-10 "ILO 23b8 S1A OEFL. n (be) "' Ire PLATES GRIP Val(LL) Ili -14 >493 -a MT20 22W19J VeA(CT) -)26 t3-04 >3G4 248 Mi8AH5 i6w/ Hop(CT) 018 ii Na No WIM(LL) 0.1013-141 >999 240 Weight 12311, FT=20% BRACING- TOPCHORD SNx1o21 wand shash np mutu ly applied, except end arambLs BOTCHORD High! ceding energy applied. WEBS 1Rnw at micipl 2-15 Max Hmi 15=13(LC8) burpTom 15= WLC N. H-EMLC 9) Max Gray 15=3094(LC 1). 11=3894(LC 1) FORCES. (Ib)-MaYComplMax ss Ten- All forces 250 glo or kexcept xTen Owner TOPCHORD 1-15-4Z52,2�MDRIO, 34=]759/]13,,5=9018/834.S—9017/837, fie= rlbAiA2], &9=-5r 5N53O, 10-11=325b] BOTCHORD 14-15�9&483t, 1b14=8]1/895],12-13= 13W871, 111Y-3103229 WEBS 2-05--5300/539, 2-14=-261/3354, 3-14=]58/115, 414=1"WTO, `✓13=]08/10% 613=99/138.5. 612=-25881 012=E5]n I)i 9-12--28&3Ml1 011-4141/414 ROTES 1) VAM: =F Smpll =6 pr=25Hmis; save=0fl, Cat. Vasmndg3oz Q e; , M n, a=fleyer man B. Foamed, edm,mnm d C- raMtleverkfl are dgMexgosM C-C for members and forces& OExp hte mat C C Compromises (mrebeir CC Ctegap DO3M DZone; MWFRSfirreaelbns sllwM; Lumber OOL=160 pM1e gdp OOL=160 S;urreame shmen Sig OF T,,t 2)Revene adequate courage, to preveN water pondkg. P; .t' %1 3) AS 'pates are Mr20 plates Motors oNetwse inmlogral j doS+ .4 1� 4) The Muss Ms been measured! for a lO O W Whom cMN live load nonforpre d with any other tree bans_ 5)' This tmss has Rm designed for a h'e bad of 20 M9 on the botom them in all areas where a rMangle 3-00 ha by 2-0 wage WB IT Threaten Me butmm tlwrd are am oMser Members_ / .... :........................... 6) PmvMe mernarroal connetgon(by others) of Muss to eamg pate capable of withstanding, ND lb uplift atpint(s)15. m_ ;MARCOS A. HERNANDEZ T)The Mrs designs that a minimum mmre ce ]116" mammal wosheathngapplied grm eat to e bwN y tland IA -gypsum •••••••......................... �L bex to sen be applied mrealy abottom chord 1% 113878 .... COR F-12513 November 15,2024 kampliffi.e nlMnp.aaetrapdn�NnTexnN s nIN M�nNnexnhFhneNapfie.].]aa., anomplipar, �a�ro poup— Up.pug MiTek® �a.. ny traog eww puw.s wpce Mueancerega�JlNeup M rysN ouairy cn amtiwnalwm'.Plmtmwl and acsl means Componea subby lauup8on �mae pause swianlnumogtomponenl papa aWOre+.' eopmpopensom) yIa]ss1111I.news— Jab vss TYPe Ory IPy UNIT 14/UNN23 R85352826 UNIT-14 Afl �Tvss MONOPNCH 1 2 Builders Firsl3ource (Carta ,TX), Carto6bq TX- 5006, Job R 41=1 ce[p�1p Ij KI ThLU3ul 123.O5 g 26ID24MReKiKdI7OHq IU:]NUIFneZOMTisnJ09yWJtljZRPSB]OHg3N3gPgnL8w3uITXbGKVACUoi]JIZIC'H MlTs NSg Doi7J W 334 6]-0 IT. 1230 1. 183-0 20.&O 23b8 31 }1 -12 2-11A 111-0 2-11A 211. 21. 2-88 Si-138] 0 12 4c12 - M4 II 3x4 = 2x4 II y4 = 4x6 = 2x4 II on = 3a4 II 4x5 2 3 16 4 5 6 1 8 9 18 Lu Ll 11255 14 13 12 IYaI 56= ST2M18PH8- .1.- 58 41= 6]-0 1210 .,a 11. Plate OftsetslXYl- 12 GAA 0.24H 1140b00ddl LOADING (psi) SPACING- 2-0O Call TCLL 1000 Pate Grip DOL 1 an OP TOOL 250 WmMr DOL 1be BC ).1 BCLL 00' Rep Stru Ina NO WE OW BCDL 1Do Code IR=117P12014 Mate LIMBER- TOPCHORD 2x6SP24WF20Eor2x6SPOSSor2x65PM31 BOTCHORD 2x6SP2400F20Eo,2 SPOSSar2x65PM31 WEBS 2x4SPNo 3'Exr¢pt' 1 15,101 2x6 SP24001`2 0E or2x5 SP DSS or 2x6 SP M 31 215,2-14.9-12,9-11 2x4 SP 1650F 15E aW SP No 1 or2x4 SP SS REAC BONS. (size) 15=0-5-8, 11=0Sd Milo 11. DEFL. In (be) Vice. I/d PLAIES GRIP Ved(LL) 029 TT14 >942 360 MT20 244/193 ved(CT) -03913-14 >696 24. UCAH5 Uhl Hv`RCT) 008 " Na Na Wlosil .0413-14 >999 240 Weight 315Is Fr=20% BBACING- TOPCHORD Structural wmd sneaNing directly applied, except end ventage, HOTCHORD Rgld ceiling directly applied. Max Holz 15=13(LC 8) Max UPIM 15 BMLC Id fl=9MLC 9) Max G2v 15-40W(LC 1),11-4157(LC 1) FORCES. (Ib) -Mi Conil Ten -Allcoes 250IS) or less enced wren snowrt TOP CHORD 1 15-13012-550ti 2- 1I66WH6 3-0=1166316 - 1271MRS. 5f 12]11/899"-TT V565&Y-A]5]/56], 9-10=26YI2210-11-35/54 BOTCHORD 14-15--faWilt513-14=9WI2861,12-13=418111-12-33914769 WEBS 2-05=]25N5452-i4=2]4/5215.314---18Vi2,414-1404/1]9, 513 6W1' 613=10711684&1 KsKt,&12-615/106, 912 99/5139, 9-fl�]61/4i6 hil 1)2,M(Wsstobe conmtled Wgelherwlth 10d in 131WC nails as tolbws T[gplants connected as follows 2x6-2 mws staggered S DAN oc. ' Bottom chords connected as follows 2x6-2 mws staggered at &9-0oc. Webs cooppeed as fo9ows 2x4-i ma S0-9L oc. z)Ae kreds areconsMered eglmlN applied toall pll¢.excepimmted asrrom(F)or back(B)Fdce mfte LOAD CASE(s)seclun_PN to P.`�OF Tpc"k pry co real .are been pmvlded m dlshlbine Dory loads noted as (F) or (B), unless olnerxse hlohaled 3)Wind-Z3 E7-16,Vu 115mph(35econdgmt)Vasd Imph,TCOL=60psf,BCDL=60ps1:,h,v)d B=55Q.L=25R,eavc-4ft,Cat -1 GUS+ 9S 11 �jaMJ�j IL Fit B; Enclosed, MWFRS binational) add C Comm zone, carblever left add aged exposed CL for memllers and filce58 Al •;� MWFR3 norfactorsber ishow LumDOL=160 plate gap OOL=16o �f �3 /� 4)Pa lde adequate d2lrege to prevent water pondmg ........................... 5) A9 pates are MT20 pate, unass ottnscom Indicated_ ;MARCOS A. HERNANDEZ 6) 6 buss s been designed! for a io 0Ira nonwr wn cld m live load nomrcmbds rent with any other Ime a. le •••• :..................••••;•••• 7)'Th Tnistmshas0.cil mglredfora Me dof200psfmn W mchw inalareasMerear ngk3 D0Bby2-DOvnde wail IS between Me lnnom chord add any other members_ / Q 11.3878 *p' 1 PO' </ B) Pori Nhers)mtmss to beamg 100 lb 15,1i. O:.••yji memanlcal connection (by pate capable of vnNstaMing upift al)ourri 1 .t•5•. ,CENSE.• \1� 9) Laid rases) 16 lesTave, tops. dyxMa1 Building designer must review foods to vedry that they, am what par Me Intended use of this tors, \" �ONAIE�_ 10) TMstreadesgn reforesmata lmnmWmon116^shucWrel wood sheathing be applied directly tolnet.pmord and lO"gypsum sheetras To, applied hardly to Me on"Om chord COR F-12513 11) Hangegs) or other formation disrol since be pmtl ved surfaced to supped concentrated Wants) login It dawn add 26Is up at 67-0,a1Mi0001bdAMand26Wup,d18--0onbNWrchom TnedesgWseledlon.fsuMconnecb.ndevice(s)Isthe November 15,2024 jjjj� Aw4 6 v �9..�metrma4n�NORsnN res�nlN anpsMnexnereneNa9.lie.,.,,m.,aa�nBease MiTek® toy m%vmn> wuceM oug,scl9ueance rega title �� n al-cww m:H diona,cn amtmnalmm'•Pimcunl aneacslau,R,g C,,p,-rd SdosfI o,adm �pue rmmve S6uM�elauMog compvieni pamu Ore+•' eomm�enaomt Rm75515]t/unewsmu Jab ITn« �Tmss NOType UNIT-10 N/Rmfl MOPNCH enlWersFimiswnee (Cana .Tx). Carto0lon,Tx- soo6. LOFO CAM(5) S n0ar0 1)Ueatl+Rw1 Llve(MMnu )LumOrIn[rease=100, Me Inmeas lCO UnYmm Loads (p0) Vert 1-10= 50, 11-1�20 ...nlralea Loads (lb) Vert 1E 1C001Y-1000 16)U dwmcer InOe D90, P61e Ircf -O 90 PRm Ml�90 U,,. Lwas (PH) Ven 1-1m50, 11-1C 20 cgrrcemre[ea Lwas pn) VM 1E=25912 59 1 Yly UNR 1E/UNN23 q [p�1p j R85352826 1 630 s L 26202E M1212I1 IV, Ix Thu Nw 1E 1129.012026 Page 2 IU:2NUIFnaj MRsmlo9ym•JdjZR�NB7OHg3N5gPgnLU3uIT%bOK Doi? JCH roea sa.ewan,se. MiTek® tr.�m�1 g,�evmom°p,enm��-R ,r..—I Jabvss �Tvss TYPe Cry Ply UNIT 14/UNR23 R8535282] UNIT-14 Al2 MorwPdN 1 1 Job Reu. y Builders HrslSaace(Cart ,TX), CartoObq TX - au, s 262➢24 MR 9r0wnx, Ix no Noe 141129062024 Page ID:]NUIFnaj0MlTsWO9yWJdjZR�NBL]OHg3NS9PgnL8w3uITXbGKVACUoi]JI CW 3T5 543 880 11-2-13 13-11AG 1688 1935 223-10 3T, 2A-13 2.&13 2E-13 2-613 2A13 2E-13 395 ®@=13]2 125 F12 211 g .12= z4 n 3x4= .4 Red = r. 3tl0 a on 3'O so= 1.18 Mosom= .10- G12 Sx6= 04fi S43 11113 1688 22310 OO{Apfifi .12 5611 I'll 59-3 PINe9smsfXYl- 120. 01-12I 1120.240-1AI LEM OING (psi) SPACING- 2 M Call OEFL. In (bc) Vdefl To P—S GRIP TELL 10DO P6te Grip DOL 100 TC Dn VMMLL) -a7 13 --1 -0 MT20 22W19J TORT 250 Lumber OOL 1DO BC 084 VdF(CT) -064 t3 >415 240 PgAH5 169/162 BCLL 00 Rep Stru Ina YES WE 088 Hoo`CT) 016 i1 Na No BCDL 100 Code IRC2021RPI2014 Meer, AS WIM(LL) 008 13 I= 240 Weird 119 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 2x45P No 1 w 2,,4 SP SS'ExcepC TOP CHORD Shucluml same Meant R, directly applied except end verllcak 1-]. 2x4 BE 24MF 2 RE or 2x45P 24WF 2 OF mr 2x4 SP DS5 BOTCHORD Rgld ceiling dlredy appllee. HOT CHORD 2x4 SP 16501' 15E o1214 SP No 1 a 2W 5P SS IExcepl' 11-14 2W DF24DOF 2 DE or2x4 SP 2400F 2 0E w2 4 SP DSS WEBS ,4 SP go.3'Fxr¢pC 1-15,1011. 2x6 SP 240DF 2 DE or26 SP DSS m 2 G SP M 31 215 214,9-129-11 2x4 SP l650F 15E ce2x45P No 1 ma4 SP SS REACTION£ paue) 15=0.]-0, 111Sd Max Ho15=12(LC8) Max UpIM 15=b3(LC N.11=E5(LC 9) Max Cray 15= 971(LC 1). 11=2971(LC 1) FORCES. till-MadrComplMax Ten- All forces 250 go or k, except either sOo TOPCHORD 1-T5 S57,2Sb71053r, 3d-6710 0,4-8371=a S6-13711805 6d 59J]/56], 69-b T]/56% 011=35N53 BOTCHORD 1415-134/40]51b14�1ml,12-13=]62O60T, 11-0Y�SM3449 WEBS 2-05=4651/48.2-14=-26V314q 3-14---MDV10], 414=1641V191,413=91376, 513�i64/105. v+11-4(M IT 612=2095235 8-12---660/103, 9-12=2]&3194, 9-11�2031442 NOTES- 1)VeitASCE]-i6,VuV115MPh(3-sttwid9,d)Vav, SIMPh.TCBL=60psf, BCDL=6 Opsf, h,30ft, B=5m, L= w,, mW,40, Car. \ `�1 IL Exp B; Enclosed, MWFR5 d%mamul) aM GC Comer(3T, ne, rantileverkft aim nghtid oseO C-C fer merlon s and mrces 8 .�� F• T�•• MWFRS firreacODns sOmm, Lumber DOL=160 plate gnp DOL=160 • j ySP •• x9sfff 2) PrmwMe adequatea dmage to prevent n-ater pondmg. 3) AY plates are W20 plats unless N ne se indicated 4) Tns trusses been desgneeror a l o 0 psf Whom cbwd live load mmnconcurtent with any Neer live Marts_ + �//� •; �/� 5)- This Wss has Idea eesgrred Mr a Ro'md of 20 Roar on the Co[bm chod! in ad areas wMe a rttflnbwade gle 34 tal by 2-De /•••............................ .. .1 will To between me beftmm rnom arm on, Near members_ fMARCOS A. HERNANDEZ: 6) Proad memamral Comearen(by Needof truss W teming plate capable ofwaNstaraing Top lb uplift atpmtdo 1511. .............;•••• f/ ]) The goes adopt requires Met a minimum N]%6° smxtual vela sheathing be applied creclly to Me top cMN and i2°gypsum sheehal be applied dire h, M De bmftom Chem 11.38 %8 0 f1\`SS/ONAIE��'�J COR F-12513 November 15,2024 Asa G v"ds,91Pammetrma,4twmNOTESONHISANmI�LICEDMnexREFERENCe9.GEMHRUMI.rRR3mIEmReuar, �aro MiTek® �a, ny trams da'w dCaCM 9uece regati� u smonlYcn tle ma eew—ye 1 anaCSIRAFMCor-ausnoryl4omnee .,aC5I5]/MtIETE— Jabvss �TvssType UNIT-14 A13 ROOF TRUS S Onlldera Firs.-.(Cen ,TX), Caumen, TX - so06, 2x4 II 3x6 = .4 II 2 3 2fi 4 Dry PN UNIT 14/UNN23 R85352828 1 1 2Job ReMReeii fifiddLLferencG ls9q)s0i�, Ix no Noe 141129.06202, Page 1 630s 6a a ID:]NUIFna2j0MlTsWO9yWJdjZRI NB7OHg3NSgPgnL8w3uITXbGK Doi]JI CW 203-10 203-10 ® =1341 025 t2 2x411 4xs = .4 11 dxs = 2x4 II Ran = '0 2t4 2xa 5 6 ] & 9 10 11 1213 2I 23 22 21 20 19 10 17 1fi C W 6x8= 3x6= ae= 2w It ded= zx6 Ad = zx6 ned= 3x4= n6 II 20510 20310 Plate OflseofXY1 15"T"TR 1170.380-3011190,38030E 121TST R40380T01 LOFOING(ps1) SPFCING- 2-0U C51. OEFL. In (w) DURN t/0 P-S GRIP TCLL 10DO P6te Gnp OOL 1W TOa- Vat(LL) Na - Na 999 MT20 244/193 TOOL 250 LowOer OOL 1Ed BC 012 v.(CT) Na - Na 999 BCLL 00' Rep Soo Ina NO WE 069 Horz(CT) T01 To Na No BCDL 100 Code IRC2021RPI2014 mg1 -s Weight 10911, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 w2W SPSS TOP CHORD Shudu2l wood sheathing directly applied a S]-2 oc purllns, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No1 aw SPSS except eM veNrels. WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied or 6-0-o oc Imang_ OTHERS 2x4 SP No 3 REACTIONS. All Oeadng5205-10. (I a- Max Bra 25,60(LC 30) Max UpBfl All up0R 10D M or less a ,nt(s)14.p125=-1018(LC 2]), 24=-995(LC 28), 23=108t(LC 2]), 21=1054(LC 28), 20=1160(LC 29),19=1136(LC 30), 18=1246(LC29),l='219(LC30b16--1 W(LC29),15-1315(LC30) Max G2v All reacbm, 250In or@ssatpurd(s) exced 25=10]5(LC 32),14=318(LC 1), 24=1121(TO 31), 23=120OLC 32), 21=1181(TO 31), 20=1288(LC U), 19=1261(IC 31),18=1375(LC XS, 1] 1345(LC 31),16=1495(LC WR, 15=1453(LC 31) FORCES. Vol - Max Comp Mlax. Ten -AI1gooier 250 Do) or less except when shuvm_ TOPCHORD 1-2.-1054/1031, 1-2=1 05Y1044, 2-3-r9Y490,3 1064/1058, 45=-066r460, 56=1076M07007 47814]3,]A=113111126, 01R M1528, 1011=1261/1255, 11-12�0660 BOTCHORD 2419-4=r 96 2&24=-060/45$ 21-23= 19-20=802]]96, 1019 i 85ctn, 1016�24/418, 616 119, 21-ml/1405, 20-12641122], 21MG50S 2--11=1181, 50 141,121-'w(7Wl582ll-1 N17166i121 fl%, WEBS 2-24=535 71312-&l-11 01]=-502/14$1016=14]9/1438,11-t`.c53]/166, 12-14�33240, \\ \ 24-14211 432, 1-24=1421/1430 &21=1601/1W4, S19=i69111694, ]-i]=1]BYi]re, OF•TF.''�1! io-i5=19z9n93z pSE 4 /OTES- 5.�'• �jyA��j !! ) Wind: m ASCE 7-16, VuH,115b (35ecwid gust) vasdSimph; TCD1=60ps1. BCDL=60p5.. h,306 13,55fl, L=25R, eavc=2n, Cat t3 ILExpB. Eruaosed.MWFRS(drt Sorel)aMCCComer(3)zone.canM r6ftalMnghtex dC-Cbrmem0em andfirce58 MWFRSMadanlonssnam. Lumber DOL=160 so ........................ /MARCOS A. HERNANDEZ., plategnp DOL=l . 2) PmvlceadeguateW mge Wo Wnty WFpondmg. ...........................•• 3) cable requires candnuous lxnlom mom hearbg_ Ims Been cleared for d! IRA, load ive MaM TTn 1 .� 11 38 78 (l1P0,�;:</OENSE�:'a��i 5Wss has Ignircd tos i0ImMad 0p the mom na0waenas Maaee aa the load 3su me by 2-o-Owlde 7 of on Chad al recmngle 11 F1S;S•••••••••N G\� wBNordered the 0orcnm chow amany mNa incomes 6)Pmvme mechankal mnneUon(by others)mhussm Ueanlg p6te repable mvnNstaMlnq lOO lb upm alpmt(s)14 except Ql=lb) 25=1018 24-995, 23--1081, 21=1054, 20=1160, 19-11W 18=1246, 17=1219. 16=1368, 1S1315. 7)To, mlof30�0�Lumber D L=C33)PlategnpDOL=(T33)Corneatrusstoresstd2glood amUorOhan0-0-0 dCoal;20 COR F-12513 along November 15,2024 AwRININGV" 191le-anaman4READ NOCESCINIPsANnINCLuEDMocenaERENCERACE .,.,,-1.� aaRREaE, �nPo MiTek® traog dww m%.- wweM Fug-I9ueance rega title �� u msN ouaiy'en amtiwnalwm'.Pwnwgl anJaC61IR,R,g Comp,naASoa,yIno-adorn �pue rmmve 66oM�elauMog component pamu �Ovw+.' eomm�enaom) yo7] 1nlluneETE- Jabvss UNIT-14 B01 �Tvss FLODR Builders reggeace(Caua ,TX), Carmat- TX- 5006,TYW 2-T a 4-S12 6 14 dry PN UNR 141 UNIT23 [[pp� )) R85352821 5 630s 1262024 all,'6dOsMF"s, Irrc no Noe 141123.0]202, Pagel ID:]NUIFnaj0MlTsWO9yWJdjZRI NB7OHg3NS9PgnL8w3uITXbGK Doi7J CW red 11do 14 TO "I 2A-0 2A-0 male: l2'=1' 025 12 . 11 48= Yt4 B 6 ] 8 2x0 �� 3xti= A4 B 3x4= 2 —b C _ 12 11 10 9 9x6= 4xe= 9xs= 3xa= 3xs= 4'12 &80 11d0 ITT. 4512 S2-0 2. Plate OS,eBLXY1- 5lb12"121 LOFOING Net SPACING- 2-0U Can OEFL. In Nor) 16,11 t/0 PIAIES GRIP TELL 400 PISte Grip DOL 1W TC 068 VadLL) -01011-12 >9Y3 360 MT20 244/190 TCDL 250 Lumber TELL1 PC BC 065 Wm(CT)-01311-12 >999 240 BOLL 00 Rep Sdd Ina NO WE old r0a(CT) 005 9 do Na POOL 50 Core tIR=VTP12014 Malrk-MS Weird 821b FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SP N.=SP SS TOP CHORD Structural wootl stemming, Ulredly applied a 3 13 oc Wrins, BOTCHORD 2x4 SP 165OF 15E or 2xd SP No1 w2x45PSS excepteM veNcels, and 2TT oc purilr¢(6-0O bni) 511,6d WEBS 2x4 SP No 3 BOTCHORD Rigid ceiling directly applied a l OO-0oc harm, REACTIONS. (sae) 13-0. , 9=Mertandal Max G. 13=16]1(LC B) 9=128B(LC 1) FORCES. Bar- Max Comp Mlax. Ton - ]ill forre5250 Ina) or less except wlren s0am_ TOPCHORD 113 263N. 2-=2684N," 2683N, 4S=2]3]N,&7=2]]N BOTCHORD 12-13=0/1AT,1112-02943, 10-11=0262%9-10-0/1168 WEBS 2 JS=2230N, 2-02-0Ifl50, &12-�]4/0, 4-12=354N, 4t1=-2&tt1, 5]=964N, 510=1]1]/O, T-1&9/10ad 7 9=161M NOTES- 1) Refer to glNe(s) immuss to Wss mmccWns. 2) LWdJ case(,) T 2 ha have Rvn m mmnmd Bu08ing Oeslgna mleA review loads to verity drat trey are conerfirthe Intended to, of be, Wss. 3)GaWlcal pan epreseumman does noldeplrtine s ecrthecnentaflm of01e pain along Me top and/or Wtlamcided 4) Recommend 2x5 stra,0ada, on edge, spaced ad TM 0 or and fastened to each time, vn01 YIDd in 131• X W) nads Strom,harU W Oe attached 10 walK al Star order ems or de Amined by other means LOAD CASE(S) Standard 1) Uniform s P halamtceV) Lumber mae�e=TBB, Platelmrfease=l oB PSE OF Ve" iti`--250 68=-130, 9-13=10 2) Dead Lumber increase=100, Plate Inol00 On,. Loads (p0) / Ved 15=25068=-130. 9-13=10 /MARCOS A. HERNANDEZ ...... 1 - 1.38.7- .....:.... 1...•. 3878 i... COR F-12513 November 15,2024 k. , v �pnp.�metrman48 roTe,g. re, nlroenannnexnaeneaeeP. e.,.,,m., ,—deemnrunmuceaeae�bear, �aro Mill ny traog 9uenceregatie Mco u XOa demycn tle�mm CSBea,gComp,-iaSaoIyInfaeadan ,aii1mm¢tle fioam'Ye sweareleuwnewngemponaent pamu �O�+r' eomm�enaom) y1s ]ss35]t /unekUsmn Jab vss �Tvss TYPE Dry PIy UNIT 14/UNN23 UJ )) R85352030 UNIT-14 602 MONOPNCH GINUEA 1 2 Job R41'..12lgg(s4i', Ix Thu N- 141129 al 2➢24Page1 Builders FirslSaace (Cart ,TX), Carto6bq TX- 5006, 630s 26ID24 MReeii fifiddLL ID:] iFnaj0MlTsWO9yWJdjZR�NB]OHg3NS9PgnL8w3uITXbGKVACU01]J CW z3d 4EA Soo 893 1lla 14 0 23d 2-18 11-8 2-18 2-SB Ina mme=1228 025 FIT Pa- 2x4 .1- .4 dx8= 3>5c 3vh 2 3 4 5 6 ] 0 9 v 11 dx6 = dx12 - 4x12 = 8 drt = 4:a 430 S-2d Plate OfbeRfXY1 (]0080-1 AI LOADING (pal) SPACING- 2-0O C31. GEFL. In (bc� VUefl t/0 PLAIEB GRIP TCLL 10D0 Plate Gap DOL 1 W TO 019 Vbn(LL) -004 9-ID >999 360 MT20 244/193 TOOL 250 Lumber OOL 1 W BC 04] vpd(CT) -013 310 >999 240 BCLL 00' Rep She's Ina NO WE 0% HGR(CT) 003 8 Na wo BCOL 100 Come IRC2021RPI2014 RAmAr AS wholda) 001 9 >999 240 Weight 19311b FT=20% LUMBER- BRACING- TOPCHORD 2x6SP2400F20E or2tt65P OSS or2x65PM31 TOP CHORD Structural wootl sfleaNing directly applied except enJ verllcak BOTCHORD 2x6SP240oF20E or 2n6SPOSSor2 SPM31 BOTCHORD Raid ceiling directly applied WEBS ad SP No 3'E pr 1-11.78. 216SP2400F2OEm2b6SPDSSm2a6SPM31 REACIIONS. (size) 11=0.5$ 6 8=08 Max Bra 11 ZC 8) Max G. 11=4]53(LC i), 8=4]53(LC 1) FORCES. (Ib)-Maz Comp.Mlax. Ten- All firee5250 old or less except xTen sbmm. TOP CHORD 1-11- IDID ,1-2ti`46N, 23=&904/0, 34=4p302N, 4 Soff 9N, Sf>=8468/0, 67-435N, 7-8=993M BOT CHORD 10.11-M421, 410=LV9354, 8-9-03519 WEBS 21-6055/02-004W3584, 310=1364N, 410=1351M), Y-1MWo 5-9=-1433M 6-9=013621, 6E�T]N NOTES- 1) 2pty Wss to Ire connected to eMerwBh 100 in 131` T-) moons 1Nkrvrs: Tup mots connectM as iollours: 2 6-2 miyb staggerer a10.3D oc. BOOom cfioNs connetled as (allows 2x6-2 rovs staggered at TTO oc Webs [Dane ter as lokows 2x4 -1 row ad9D oc. f. 2) A9 Mars are considered equally applied to all p0¢, except R acted as Mat (F) or back (B) lace In the Rol CASE(S) SpCluo Ply to pry commands nave been provider to distribute only loans noted as (E) m Be. unless ofteri ndicete0 3)Who ASCE]-06 Vu8=1Ramon (3-second gusS t)Vasdimpb,TCOL=6 Dust, BCDL=6b-0 0pst. URS , B5$ 1=25ft, eav-aft; Ca[ MW.pB; Endpaed; MWFRS(dkeshmag aW CL CMMSD)zone carbiccrk'ft and dghtexposer CC her members and harbor8 MWFRS fir reasons shown; Lumber DOL=160 plate gdp OOL=161) p. ...�jaMJ�j. 'Of �) 4) Provide adequate drmlege to prevent rater handling • 5) TIRE toss has been desgned for a 100 nor Whom tlroN live load nomm�curtent with any anotherline ads_ /r ?R charin an areas we a cngle 380 MR by 2-DO won 6)'This Wss has been desgMor a Ee'md of 20 Rog on the Cotbm d Mrectangle /••............................ w1®re between Me beftom chow am am other members_ /MARCOS A. HERNANDEZ ])Load carse(sit,$3,45,6,],8,9,i0fl,i2,13,14,i$t6,R,t8, i920,21, T2 M1as01ave been mTlified. Buddingradmer ............• ••••p••••••••p•••• �l moat review maw to very Mat they are comeefor Me intended use a this was. 8) This peoritin ffho/m^dual wood sheathing be applied directly w Me lop ctwrd and irz^gypsum 113878 yjp io�:(/CENSE'a muss beapplle�ddirecMb minimum 2a4iri s �1� SS/ONAIEI�C'�J 1UsedSelig Standard \`�� 1)DeadLOAD 1) Dead Live pronounced) wmller Imease=100, Plate Inaeas�100 L.a °nomvist17— COR F-12513 Vert. t-]�82 011=-20 November 15,2024 gnged inn vage 2 A. w�y o.�metrrta 4n�� arch ma kit eno n.nexneeeneamee. e.,.,,a., aa�nnenae �6�mmnua •ve✓m MiTek® cmabm In ny traog 9ueance rega title �e a',yye„d u ww msd llsa ouaiy'cn amtiwnalwm'.Ptrnunl aneocs1m, mo Compooeaaeleylao.mafion �pue rmmve anoM.elouMog component pamu �Ovw+.' eomm�enaoml mr7551nI1.,Tr esmn Jab ITn« Truss Ty" dry IYIy UNR 14/UNN23 R85352830 UNIT-04 B02 MONOPRCH GIRUER 1 q L Job Reference[p�1p Ij Builders Hmi3aace(Cana N/m ,TX), Causation, TX So KI 630s 26ID24MReKi12Z1iAS, Ix Th. Noe 141129.al 2024 Paget I):iFnejoMlTsWO9yWJdjZR�NB7OHg3N5gPgnLU3uITXbGK Doi7J CH LOAD C113E(5) Standard 2) Lead .075 Roof the Umanced): Lumber Inueae=100, Plate Ircrease=l 00 Unrtmm Loads (PIT)Vert 1-7- 2i 20 , 8-11=- 3) Dead +Unlnbabllabk Mc WNboul Storage Lumber Increase=125, Plate Ircrease=l 25 Uniform Loads (pll) Verc 1-7=E82 8-11=-40 4) Lead +06 C-0 What (Pas Internal) Case 1: Lumber Increase 160, Plate increase-160 Uniform Loads (put Ved 17�83, &11-12 Hoa 1-1--61 ead 5) d+06 CL Wind (Pos- Internal) Case 2_ Lumber Inueasce160 Plate Increase=160 Uniform Loads (plry Ved:1 7�83, &l1-12 Hari 1-2-61 6) Ues1+06 CL What (Net, IMemai) Case 1. Lumber Increase=160, Plate Increase 160 Uniform Loads (put Ved 1-]-492 &11= H.1- 10 ea ]) dd+06 CL Wind (Net, Internal) Case 2 LumMlncrease=160, Plate Increase 160 Uniform Loads (plry Ved:17] '92&11=20 - Ha¢ 1 7=10 8) Ues1+06 MWFRS Wind (Pass Internal) Left: Lumber Inue�e=1 W. Plate Increase=160 rather. Loads (pU Ved 1 =-0-413, &112 H.1-1�1 9)Lead +06 MWFRS Wind (Pas Internal) Rlgbt Lumber Irrcrease,1.60, Plate lrgc u l60 Undmm Loads (pIl) Ved: 1-0-113,&l1-12 Hari 1-2�1 10) Omud +06 MWFRS Wind (Neg- Internal) Left Lumber InueaIse,i 60, Plate increase-160 Uniform Loads (pll) Vert 1 7-"'C' 8-11=-z0 Horz 17-1 11) Oead+06 MWFRS Wind (Neg- Internal) Right Warner, Increase=160, Plate Increase-160 UnRurm Loads (Pit) Vert 17-483, 8-11=-20 Horz 1-0 1 12) Oead+06 MWFRS Wind fPea IMemal) 1st Parallel Lumber Increase-160, Plate Inueas,i 60 Uniform Loads (p0) Vert 1-0=-020, 8-11- 12 Horz 1-7-24 13)0ead+ 06 MWFRS Wind(Pm. Internal 2nd Paralke WmM Increase=160. Plate Increase-160 UnRurm Loads (plg Vert 17-429, 8-11=-12 Horz 1-0 15 14) Oead+06 MWFRS Wmd (Neg. Internal) PA Parallel Lumber Increase=l W, Plate ncrease-160 Uniform Loads (pif) Horz 17-1 15) 0ead+06 MWFRS Wind (Neg- Internal) god Parallel Lumber Incense=1 50, Plate Ircresse=150 Unifmm Loads (pal) Vert 17-,Nr1, 811=-20 Horz 1-0 1 16) dead: Lumber Increase 090, Plate Iincrease-0 90 Pit rretal1.90 Uniform Loads (p0) VeR 1-0=-082, 8-11=-z0 II) Oead+O ]5 RCaf Lrve (bal)+0 75j06 MWFRS WiM fNeg Int) Lefl) Lumber Increase=160. Plate Increass=160 Uniform Loads (put Ved 1-] 2 8-11=-20 Horz 1- 0 18) Oead+O 25 Rwf Lrve (Wl)+0 ]5(06 MWFRS Wind (Neg. Int) Rgbt).- Lumber Increase=160, Plate Increase=l DO Uniform Loads (put Vert 1- =E 2. 811---20 Horz 17-0 19) Oead+O ]5 RCaf Lrve (bat)+0 ]$06 MWFRS WiM fNeg InU lst Parallel): WmLer Increase-160, Plate Inueas , 1 W Uniform Leads (put Horz 1- 0 20) Uead+O 25 Rwf Lrve (Wl)+0 ]Yr06 MWFRS Wind (Neg. lyd) 2nd Parallel) Lumber increase=160, Plate Increase=160 Uniform Leads (put Vert 1-7=E12811---20 Horz 17-0 21) Dead +06 CL Wind Mum- Covert Lumber Inuease,i 6O, Plate Increase=160 Jab ITn« �T,uss Type UNIT-10 N/III Bmo2 MONOPNCH GIROER aulme '.. ,ee(c— ,Tx), Caum n, Tx - soo6, LOFO C113E(9) S nOa/0 Undmm Lq d`(pe) VM 1-7--0 ,611=12 Ho¢ 1-0 16 O 22)dt 06 CC WIM Mm Up WLumUTInvease=160, PMIe Inuev lW UnWan Loads (pm Vv 1-0 428, 611=12 Harz 17-16 OIy Yly UNR 1E/UNN23 q [p�Ip j R8537M 1 630s L 26202E M1212I1IV, Ix Thu Nw 1E 112 W2MPage3 IU:]NUIFnaj MRsmlo9yWJdjZR�NB7oHg3N5gPgnLU3uIT%bGK Doi? JCH roea sa,ewan,=E MiTek® g,�evmom°p,enm��-R ,�.—I Jab 04 DNIT-14 CO Builders Hrsl3aace(Car ,TX), DNRR44/NN23 Ory6P3ys RP8a5g3e52l0 31 qTv6TYx Carmaq-0ssG SIj 2b2,Ix ThU Nw 141129.82➢4 ID:2NDIFna2j0MlTsWO9yWJdjZA�NB]OHg3NS9PgnL8w3uITXbGK DoiTJI CW 139 T-21 1I. 12, b2-2 1-5-0 b4 II I.1.= 441 A8= 2 � IC:I 771 4 11 g 12 1016 - 1. A611 so }2-2 ' 12-2-2 6 13 3atd II 21 222 ... -I l62 LOADING (Psi) SPACING- 2-DO Can Di n Nor) li Lod PLATES GRIP TELL 100.0 Plate Grip DEAL 1 CO TC 0 n WRI LL) o W ]A >993 360 MT20 24411W TOOL 250 Dw DOL 1 OR BC 0 W Ve3t(CT) o M TA >999 240 BCLL 00' Rep 3trgslnO NO WB 023 Hmz(CT) 0➢1 6 he Ma BCDL 100 Care IRC2021rTPl2Di4 Mobs -MP Wined 0.01 8 >999 240 Weight 11411, R=20% LUMBER- BRACING- TOPCHORD SP No 3' x4 WEBS 2Excepr 1-9.5-0. 2x4 SP 1650F 15E or 2W SP No i or 2x4 SP SS REACTIONS. (s C) 10=Ma1iabod'6-0-58 Max UPIR 10.-09NLC 4), 6=-193(LC 4) Max G2v 10Y49MILC 1). 6=6638(LC 1) FORCES. (IN)- Max ComplMax. Ten -All brce5250 But Fakers except wlren shown. TOP CHORD 1-00=5T4dP3,1 2- 3529/t04 2 3- 357Wl M, 3-0=-398T/115, 4-5�981/115, 96=b431/19i BOTCHORO 8-9=iT3/5832, 1�113(5832 WEBS 1-9=t90ff5202-5-�32est,3J 3014923S4i&30w53-2=2469/ ,4-7�289, 5-7=2099262 NOTES- 1) 2,Iy Wss to be mnnectetl together Wh 101 in 131 NY) nails as bunts_ TFp clown connecied as Milrnvs: 2x4 -1 mw at 0.9C m. 2x5-2 raxs sta,eb d at 0-90 CC Bottom Cbmds connected as ninon 2x6-2 mws staggered at 0.2-0oc. Webs conceded aiFNows 2x4 - i mt a10.9-0Fc 2) AS bads are Considered ecoody afrid to all pll¢, except R acted as tout (F) orback (B) face In the LOAD CASES) semon Ply to plyconnections have been povlded to distribute daily loads noted as Fr(B), unless W lwase auctioneer 3) Wind- ASCE ]-i6, VuV 115mpb (3-sttwitl gun[) VasdSimpK. TCOL=6 al.BCOLY.Bpsf, b-000; B=55$ L=LSi eavc=4ft, Cal \\ IL Fxp N Enclosed, MWFRS (daedowq; raMlleverleft antl light exposed Lumber WL=l W plate grip OOL=160 SE OF TF. 4) Po ale, adequate Made, to prevent water handing. 5)Th6 Wss has been desgnetl bra 100 psf bottom cloth Ove load nonCnncunenlwln any ollcerlNe batls. p. .'' j G,JS: 9S1 6)' This fares has been tlesg V for a live load of20 Died on the WOom Uwtl In a0 areas v.Tere a modingue 3 0tar by 2-M wde / SjaMJ�j WN N between bleln[nm chord and any other members••• tl ]) Refnr to gudespe T. Wss b Mass connections ................................ 8)Pmvmem nanbal Conferral (by m rs)ofwss to trading pate Capable ofwlmstandid, IDD lb uplift Spirits) except OEM) fMARCOS A. HERNANDEZ 10,191.6=193 f...................... 9) Gapncal pFMn represenation does act Count the som or Me mlenUfiw of the pmlln along the top and/or Whom chow. iD)CA qqqq%� 11.3878 �p 0-11-0i469 In tlmvn 83 n 4-4bnadd 380110 wain1add 116 Ib 63 lb 5-9lbd -0aon and up al(244,ad2489n� and Up up at �1 G\� bFOomaTwd The desgmsetecllw of such comeclnn dence(s) Is the responsibility or others ;SS"" l �ONAIE�_ � Loco CASE(s) srantlaw %N\zzz 1)Dead. Now live(baraaced). Lumber Incnease=l 00, Pane bOeual DO COR F-12513 November 15,2024 nnn,ian �n nano+ AeounnifsveslyJ-91Paiimetma,4nEAD�FRONTNSMDWIFnnennnexREFERENCEP.CENIFR,m..,�WrarmumIDe. �aro MiTek® �a� ny traog oug,sci9ueance rega title �� a',yye„s w u I�ofl­ al,ww msH cf nioufren licon� lwm'.Prn use a,diiCSlM,Mmp Co,p,n nu SaRoln000,adm �pue ammve rnoM�elauMog component pamu a�Ore+.' eomm�enaom) .,a15511 mmEns— Jabvss �Tvss Type UNIT-10 CO6 Fla[CaJx anlWers Firslsanee (Cana .Tx). Cauo ,Tx- sobs, LOFO CAM(S) S nOa/0 Ungo,m Loans (plo Ve 15 250610= Concenve Loans po) Vert ]= 7(B) 11=2E91(9) 12=z489NN 13 2E89NU OIy Yly UNR 1E/UNN23 q [p�1p j R85352831 1 630 s L 26282E M1212I1 IV, Ix Thu Nw 1E 1129.OB 2M Page 2 IU:2NUIFnaj MRsm109yWJdjZR�NB7oHg3N5gPgnLU3uIT%bOK Doi? JCH roea sa.ewan,sE MiTek® g,�evmom°p,enm��-R ,�.—I Jab ITn« �Tvss Tym UNIT14 N/III Fm01 IT— BuildersHmsruree(carr ,Tx), Carrell- 5006, a -le H 1 pry Ply UNIT 14/UNN23 R15352032 fl p p j 630s 262024MReKiKdI11V,Im, Tbu Nw14ll 29.002➢24 Pagel ID:] iFnaj0MlTsWO9yWJdjZR�NB7OHg3NSgPgnL8w3uITXbGK Doi7J1JCW 14. 6 5 t396 19a II ug= 4a= 4x5= 15X111 1 2 3 4 MMS �� fo jrd 26 \\ II 25 28 23 22 21 \\\\W20 .6 .10 M18AHS FP - .6= _ 15l II Yfi FP= IxS= 4a= bb= fil 19 18 iT 1. 15 14 Ima II 4. sxe— 29-0 i3L 7-9-0 ale 15-7-B 181A 2R74 214s 29-0 2. 2L 51& 2EL 2d 2-lap 2-9T Plate Outsels(X Yl- 70143.Eede1114:Eddi 1200-1�Edae1 [M8 FBTlS 1Z 0-1d01AI LOADING (psi) SPACIRG- 2" CSI. GEFL. In (bc) aided t/0 P—S GRIP TCLL 400 Plate Grip DOL 1 Ed 0&5 Ved(Ly C_ i8-19 NW4 Sr. MT20 220/193 TORT 250 LumMr OOL 1 W BC 0% verl -0 T5 i8-09 >368 240 Mi8AH5 16W162 BILL 00 Rep Stru Ina YES WE 082 HaRCT) 013 14 Na Na BCOL 50 Code IR=VFP12014 MaddS Werth 124lb FT=20%E tt%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2xv 4 SP SSUC)'Erpr TOP CHORD Structural ward sheaNing dlredly applied m2-2-0oc puhns, 1-9. 2x4 OF 2400F 2 BE or 2x4 SP 24WF 2 OF or 2x4 SP DSS(flal) excedand veNcels. NOT CHORD 2x4 SP 1650E 15E or 2M SP No 1 a 2x4 SP SS(flal)'Ev¢pY BOTCHORD Rigid ceiling directly applied a 1 DC cc bracTg 1123t 2w1 IF 240OF 2BE or 2x4 SP 2400F 2 BE or x4 SP OSS(fla) WEBS 2x4 SP Ne Sole) REACMONS. (s¢e) 25=05$ 14 S Max G. 25-TERLC 1). 14-1611(LC 1) FORCES. do)- Max Con, Max. Ten - All forces 250 No orbs except elren strove_ TOP CHORO 25 2]06N, 3d=-0665N, 4-Fr=59641o5-Ta`6210, 6-7�mrffl, 7E 6651N, 8=.5 -109hdgi ld`l l- Vo 11-12=2]WN HOT CHORD 2L25=0/1551, 22-24,Q3836, 21- 0046%20 21-DRA5% BF20=0/6162. 18-19=0/6762, 17-18=N6481.iFn-0/5462. 15-16,QchO8. 14-15=0M551 WEBS 1214 2190/h,2-252191N,12-15=011218, 2-241/916, 11-0TN1681N, 324=1629I0, 11 16=011224, 3-22=0/1233, 10-16=1191M. 4- 1194N, 10-17 4 1, 4-21,OrB], 8-12=244N, 5-21=]36/Q 518=18147$ S20= 51V RA, 718--522221, 6-20 aar ,]-19=2551IS NOTES- 1) Unbalanced floor me bads have been considered for this mango 2) AT plates are MT20 plates unless Nlrerwse Indkated_ 3) All plates are 3x4 MT20 unless rNercnse indicated 4) Recommend 2K stmngbacks, on Mge, spaced at 1" 0 rc and fastened to each buss war 3lot (0131"X 3") rafts Shergbacks to be attached to walls al their order ends m restrained by other means. ...... MARCIDS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 is aware wan,se MiTek® aroMHea trap... ° taaam9mo,9t Jab F02 UNIT-4 N/III Fm02 BuiWersFimiSaace (Carta ,TX), 0.1E H 1�3� �Tmss Type FLOOR GIRDER CanoBon, TX- 5006, 2xfi bfi FP= 3Rn= ]x8= 28 27 Zfi 25 26 3 mMMARS FP - Dry PN UNIT 14/UNN23 R85352833 1 1 Job 241 1, c21p.�11s0�F" s, Ix no Nae 141129.09202, Page 1 630s 262➢24.2, ID:]NUIFnaj0MiTsm109yWJdIZRI NB7OHg3NSgPgnLU3uITXbGN DoiTJI CW PLN 11 ° 5 n=t395 3x10 FP= sxc II An II AH. = ] 8 9 31 18 11 23 )2 21 20 1B 2xa II sed 11 s.e 11 ING M18W15= 2xfi II Of .6 12 13 14 18 17 16 15 15z3SP— ]xm AT. h10 MMATS 1P - 141 -12 234E 1b12 9-2-12 Plate OfiseS fXY1 114" D E del 115 EOce 0-SDI 1290.1E GNM 130:0-1A OLilf LOADING roD SPACING- 2M C81. OEFL. In (bc) load t/0 PEATES GRIP TCLL 400 Plate Go, DOL 1 W TO 0 Tr VeMLL) A 49 21 __ 360 MT20 220/190 TOLL 250 Lumber DOL 1 W BC 099 vcrgu) -O B] 21 >319 24. Mi8AH5 169/162 BCDIL 50 Rep ode IRC2021RPI204Ina 0 MaWS� Ha](CT) 014 15 Na Na Weapon 218lb FT=20%E tt%E LUMBER- BRACING - TOP CHORD 2x4 DF 240OF 2 BE or 2x4 SP 24012 OF or b SP DSSgaG) Excepr TOP CHORD Structural wootl shagging, Ulreclly applied or424 oc p pins, 15.1014 W SP 16MF 15E or 2x4 SP No 1 or 2x4 SP SS(Ba1) except end veNeals. HOT CHORD 2x4 DF 240OF 2 DE or 2W SP 2400F 20E a 2x4 SP DSSUaG) Except' BOTCHORD Rigid ceiling dimay applied w 1 DC cc braoTg 2&28, lbT7 2W SP i65DF 15E or 2x4 SP No 1 or 2x4 SP SS(Ilat) WEBS a4 SP go30MR, REAC BONS. (size) 28=658, 15�SA Max G. 28=2440(LC 1). 15=29DSTC 1) FORCES. M) - Max Comp.Mlax. Ten- All firee5250 Mg orF s except eithersbowo TOP CHORD 2A aba6N, 3d-�41]N, b6=JJMM ]=13941N,]A=15631N,&9=15631N, 911=142870, 11-111IXAN01213- S69N BOTCHORD 272 116?596,25-27,(V6756, 24-25D/10178,2&24 1291,L PS2 1499, 2122=0/14W9,20.2t=0/16239, 14220=0/163CO3 1&19=0/12591,16-18=QBiE6, 1516=0cUU WEBS 2-28�05U, 2-2]�/1955. &2I 92710, 125-0/2398, 425=24440, L24=0/1943, 6-24=1926tl, 6-21452,73 -23=1434N, 9-21-869N, ]-21=0/996, 13-05-020.M , JaT&DM5% 12-1b�549N,12-1a=042125, 1118=31320, 11l9,m2448, ATR ndlM NOTES- 1) AI plates are MT20 plat¢ unless NIrePxBe dologeO_ 2) All plates are Earn MUD wkss oNervnse IMated 4)"commen02x6 ostro]Lacksoon e0geispare0 al10-0-0oc an0lastened to each Wss vnN 3-tOtl (0131'X3')nal6. PSE...... C�11 SWugbares to a a0acled To wens atthmr outer ends ca restrained by offer means � yt:•• •4ju 11 5) CAUTION, Do rat erect Wss IutltwaNs. 1 6)Han as)mothermlmectun leace(s) shall cegovMed suffimettosuppoNmncentrood keggs) 19831bmannat 14 112. add �+ �2 R // 141 000wn at 15-0 on top mod! The deslgrvselec0.'m or suT connMlDn oeades) 6 Me �pea58ACly or Hirers. /•••C••......................... .../ ]) In Me LOAD CAS ECOs lion, loads applied to the tare m the Ross are notes as tmm(F) or oaus(B) /MARCOS A. HERNANDEZ/ /....:......................:.... / LOADCIISE(S) Standard /1 113878 1)DeaolmLoa]sse dalanced).-Dumber Increase=100, Plare lacrease=l oD (I1P</CENSE,�y'\1� � Vert 1528=-10, 114=130 11\ SS/ONAI"'G`� Cmuachbored Leads go) Vert 9=-1MLAF) 31- TO(F) COR F-12513 November 15,2024 A. npnp.�meWan4n��Tesn.res n nnennnexnereneaceP.e.,.,,m., 3—bear, MiTek® �aro ny dww a,. .s a ouaiy'en amt,wnalmm'.PtrnwglQasuiieeaeeu aneacslnmw,ne Comp,n,iaSoay Inoeea600 �pue tramps SnoM�elauMog component pamu 9ueance rega title �� msN yIs]ss1nll.neYAsmn �Ovw+.' eomm�enaom) Jab Tn « �om T—Type UNIT-14 N/III Fm03 Fl BrlM�Ismaee ers H(Carr ,Tx), Carbemr, Tx- 500e, .1. H ile 3xa = 3 Dry PN UNR14"N"E j R8535203d 1 1 Job 41=1ce/p.�11s V, Ix Tbu Nee 141129.092024 Page 1 630s 26WJdjZ a NB IU:]NUIFna20MTisnJ09yWJtljZR�PSB]OHg3NSgPgnL8w3uIT%bGKVACOoi]JIZIC'H s®tr=iz33 x4= W= 6 Spa- 6 axe= 3x4 II T 8 I--- 3e6= 3x4= ISct 11 1,do 11 .4= 3xn= 3x6= LOADING (psi) SPACING- 2-0U CSI. GEFL. In (bc) VUefl I/O PLATES GRIP TELL 400 P6te or, DOL 1W TC 034 Ved(Ly -0W i3 >9YJ 360 MT20 2"190 TCDL 250 Lu—DOL 1 00 BC 052 ver(CT) -012 13 >999 240 BCLL 00 Rep Stru Ina YES WE 010 r0a(CT) 004 9 Na Na BCDL 50 Cock, IR(MM P12014 VISUri W101179lb FT=20%F, 11%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SpNo 1 or 2W SSS(0A) TOP CHORD Shuctu2l wootl sheaNing UlreM applied or6-0-0 oc putllns, BOTCHORD 2x4SP1650F15ENt SPNo1 awsp SS(0ag excepteM veNcels. WEBS 2x4 SP No 3(flag BOTCHORD Rigid ceiling Olreay applied or l OO-0 cc antiM REACTIONS. (s c) 16=ITT8, 9=Mechanist Max Great 16=954(LC IT 9-962(LC 1) FORCES. (In) - Max Comp Mlax. Ten -AII Pore¢ 250(Ib) or less except widen sbmm_ TOPCHORD 211,16=N3 221W. 45=123N, S6=-2N5N, 6-7=146W0 BOTCHORD iS16=0B96,1415=1N1998,131"n423,1213=1V2423, 11-IMIZ423, to11=0N990 310.b/896 WEBS 7-9=126810 2-16=126M. 7-iRN83B, 2-15-M39, 610=19910, 345�0(N, 6 T,()o%% 514=N369, 511-10800, 4-14=408N NOTES- 1 ) Unbalance0 door We bars have been consMeretl for (MSJesyo 2) Reter to glraents) torwss to buss connections 3) Rerommentl 2,,6 sbo Jbacks, on age, special at 1" 0 oc aM fSaened to each truss wed 1101 (0131"%3') nags. Strolgbacks to be allacl d! M walls at Neer order eMs a rest21ne0 by order meam 4) CAUTION, Do mt erect Wss backwaNs YR . liV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wA 6v nmp.�metrna4n��Tesn.Ms nran.nexnaene.eeP.be.,.,,re.,3e�nnerse MiTek® ny traog a',yym,s wOa aueanbee-tler. u ww rysN ouany en amtiwnalmm'rPtrnunl and acsl Beaag co,p—nr sarery laome6m —ipue rmm S6oMrelaoaog Oommoel pamu am Om+r' eomm�enaom) yIn 1ss 111ll NIT.. mn Jab 4 One, e UNIT-14 Florc Builders Fimisnurte(CanalTX), CartaNbn, TX- 5006, .1-8 H I-Ta I Dry PN UNIT 141 UNIT 23 R81112011 4 1 Job ReterencGlgr11s0i�, Ix no Noe 141129 102 Page 1 630s 262➢24 all, fi'2 ID:] iFnaj0MlTsWO9yWJdjZRI NB7OHg3NSgPgnL8w3uITXbGKKYCDoi7JI CW LL�]� 5®@=t231 lyre II 3Rr— b6 3xI- 3x4— 1 2 4 17] �I 15 11 13 12 11 10 3xs- 3x6= 3x4- 1.11 4.3 3x4- 3xs- .10 =1 LOADING (pst) SPACING- 2-0U CSI. OEFL. In (bc) Vdefl Do PLATE9 GRIP TELL 400 P6te Gap DOL 1W TC 031 Ved(LL) -0W i3 >9YJ 360 MT20 244/190 TCOL 250 LunrCer OOL 1 Do BC 051 VeA(CT) -012 t3 >999 240 BCLL 00 Rep Stru Ina YES WB 040 Hm(CT) 003 9 Na Na BCOL 50 Ccde IRC2021RP12014 MatrvS Weight 801b Fi=20%F, it%E LUMBER- BRACIRG- TOPCHORD 2z4SP1650FL5E 0r 2x4 SpNo1w2WSP SSORB TOP CHORD Shri wood sheathing directly applied m&Tr0 oc purllns, BOTCHORD 2x4 SP 1650F 15E N4 SP No 1 w 2W SP SS(flal) except end vernals. WEBS 2x4 SP No 3(flal) BOTCHORD Rigid ceiling dlreay applied or 1 M 0 cc loran, REACTIONS. (.c) 9=0.5$16=0.'i8 Max G. 9=958(LC IT 16--950(LC 1) FORCES. IS) - Max Comp Mlax. Ted -AII PonR5250 old or less except widen shmm_ TOP CHORD 25 1451N, 3 219900, 4 5=24090 Sb=-2NORT 6-]=14]9N BOTCHORD 1S16=0B91, 1415 1%5,131"n405,1213=N2405,11-1YD24 ,lDll-N2004, 31699 ] WEBS ]-9=i283N, 2-1E=125]N, ]-10=N821, 2-15=0833, F10=]81N, 3-iS--]94N, 6-111/353.114=D/363. S11�BSq, 4-14=39]N NOTES 1) Unbalanced floor We dads have been con adered for this desyrt 2) Recommend 2x6 shom]lack , on edge, spared at l" D Oc and fastened t0 each (mss wed 3-lW (013l' X 3') nai5 Shorgbar Wbe aUSched M walls al thar order raN or rest2ined by Other mean[ 3) CAUTION, DO not erect(mss backwmds. 51otEFx4s1 1 GV r+; :.l �MARCOS A. HERNANDEZ% 113878 11�`SS/ONAIE��'�J COR F-12513 November 15,2024 AwA �y p.�me ma4n��Tesn. des n nnen.n¢.nereneesense. e -e.c-llan,Reaeae �.ro MMill 1e, a',yye„s .weed 9ueance rega title �x n ue�ww ouairyen am tiwnalmm'.ganca. msN aneacsla,a,gcomponernanoIy Inle,aden m�m¢tle fiomM SnoMrelauMoig component pamu Ore+.' eomm�enaom) y1s ]ss35]lluRekUsmn Jab Tn«Truss Type UNIT-14 N/III FF005 Flom BulWeoo ,ers Firslsaxea(CTX), CarraNbn, TX- 5006, T,8 H --� Dry PN UNR 14/UNR23 jj R85352036 3 1 Job 241'MBce/pnIidVr Ix Tn. Nw 141129102024 Page 1 630s 26WJdjZ eeKKRRddLL IU:]NUIFna20MTism109yWJtljZR�PSB]OHg3NSgPgnL8w3uITXbGKVACOoi]JIZIC'H L sca1e=rat 5 .6 .4- 3x4- 3xa- 3x4- .6 3 4 fi ] 8 4x5 - 3za II 9 10 I --- 4ss= 3.5= 34= isu II 1.a= vS= m5= 4x6= 1So II 18-10a 1&tOO Plan, ORseK(X YI- 150" Eiend in T" Enact HtEdk,044412104t GA "Bad"... (psi) SPFCIRG- 2-0U CST. GEFL. In (bc) VUefl US PLATES GRIP TELL 400 P6te Gnp DOL 1 Up TC 0 SS Val(LL) -0T2 16 1959 360 MT20 244/193 TCDL 250 Lu—DOL 1 W BC 081 Ve D, -038 t6 184 240 BCLL 00 Rep Stro lnor YES WE 061 Ha](CT) oW 11 Na Na BCDL 50 Coce IRC2021RPI2014 Mardi Wenha t0410 R=20%F it%E LUMBER- BRACIRG- TOPCHORD 2x4SP1650F15E o/ 2x4 SP No1w2WSP SS(8A) TOP CHORD StrOu2l wootl sheathing Ulrecnly applied o/ 59-11 cc Wrllns, BOT CHORD 2x4 SP 1650F 15E or2x4 SP No 1 or2W SP SS(8al) except end veNcels. WEBS 2x4 SP No 3(8an BOTCHORD Rigid ceiling tllreay applied or 1 M 0 cc 0mnrg REACTIONS. (sae) 20=03-8, 119 Masi 20=1293(LC 1). 11=1301(1C 1) FORCES. (Ih) - Max Comp Mlax.Ted -A8face, 250 (Ih) or Mss except wlren shmm_ TOP CHORD 25=2101N, 3-0= &Vl 4N,SN, 5=4213b=-04126-0-1213N, TS--.M8310, 8-9=21020 Nor CHORD 18-20=011 23518-19�942,17-18=040o216-1]DM,412. 1516=oM4121415=W4412, 1114W4002,12-13=02942,11-12-0/t236 WEBS 9IT- 1]4W0,2-20=i]44/0,9121/128],219=W1288,&12-1249N,&19-125(W, 8-13 04&18=0AM04,]d3=7]M. 418=]]2N,]-14-W42], 417=0c427, 6-14=-0]326, 5-1]-t]326 NOTES- 1)Unhalance08o0rWeb shavebeencm eretl1mtM Uesgn. 2) Recommend 2x5 stagere, 0n Oge, Indeed atTIM0 or andtaslenetl to each Wss eath SAW(0131' X 3') naffs. Strorghacks In he alGched to IealK al their Order erns or deeddred by other means CA 3) UTION, Do rwt erMtmss backwards. YR . VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wa avemydn4rpa�me�a—,U�Tela.e. ,paaeaMa_aeee, eeeo,o�aro MiTek® �a� ny traog a',yyn„n wO a 9ueanbee-tler. u ww die,ay en am tiwna..eceunl and acsl Bekag co p—ia serery lmmmefion —antler ae, Snanafd,Mm OU,al pamu �Ovw+e' eomm�enaom) ) are7ss1nllune.s— Jab 06 UNIT-14 FO Builders FimtSaace(Cart ,TX), 0.1E H I-Ta re = 3 T Ty Ory PN UNIT 14/UNN23 vss )) R8535283] FLOOR GIRDER 1 1 Job be 21gr11s0i�, Ix no Noe 141129 112024 Page 1 Carto&oq TX- 5006, 630s 262➢24 MI, fifiddLL ID:]NUIFnajOMlTsWO9yWJdjZRI NB7OHg3NS9PgnLU3uITXbGKKYCDoi7JI CW H� 1 4 0 95 .6 'P= Ret FP- .12 M18NI5= sxs II .6 II 2xfi 11 a.12= 2xfi II z:fi II 4 5 6 1 s s to 11 12 13 13 1s NB- 68- 68- 46 H Ixfi g 2s. 2e RE= CA = Sxfi II W2 MMVNS- TO.= 3x10 M18NIS EP = '10 M18AH5 W = 18-1112 23dE 1&11-12 .12 Plate Ofiuts (XYl- 18.03-0080I III 0.'1-0EMeI.N6:E 0-3-011230JO,EJoe1130.0-id➢-D8113�0-ib 0-0Al LOFOING (psi) S-CING- 2" C51. OEFL. In Bar VUefl Ud PLAIEB GRIP TCLL 400 Plate Grip DOL 1Do TC O56 VCn(LL) -04, 22 >626 Sr. MT20 22N193 TCDL 250 Lumber DOL 1DO BC 099 VCLRCT) -0 ]2 22 >384 240 Mi8AH5 16W 7 BCLL 00 Rep Ideas tru Ina NO WB 056 Fag(CT) 011 i6 Na Na BCDL 50 Card, IRC2021RP12014 Ma1rhS Weight 208 to FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 15E or a4 SP No 1 w 2W SP SSgaG TOP CHORE Structural sand sh Ming Ulredly appllM a 5 Gocp pins, BOTCHORD 2x4 OF 24WF 2 OF or 2x4 SP 24CUF 2 OE or 2x45P DSSREDl ExCCPR except end verticals. 27-29,1E_202W SP 1650F 15E or 2x4 BE No 1 or 2x4 SP SSUSU BOTCHORD Rigid ceiling direNy applied or 10B0 cc 02nrg WEBS a4 SP No3(flat) REACTIONS. (sae) 29=058, 169.5-8 Max G2v 29=1939DO 1). 16=3051(LC 1) FORCES. (to) -Max Com,amax Teo-Allbrce5250 p0)orlessexaplwlren armor. TOP CHORD 2�593r9, 3-0�12910, "-= 25N, 6-0=-9915N, 75-1052510, &9,-10525 (E "Ll- R 669N,11-12=-0LWL), 12-13�Tr51013-04�1]5A) BOTCHORD 2&29,wDS4, 26-26 520925-26=LVI638, 24-2Ec093T$2b24-IV10525 22-29=N10525212 (V1076], 1421=0R0526, 1&19=05396,17-18 19396. tFP=O13259 WEBS 2-29=220N012-289208,&28=224DD. bra Dll26,426=-0209N, T25-01254, &25=12WN, 4 6-26, T-24=fl55N, 7-23=01393, 12-1YOB18, 1119=T23N, 9-22=TIDN, 1416-399/0, 14171/4021,12-17-111210 NOTES 1) UnbNanceofloor Wek dsnavebeenco en lorthsaesgn. 2) Ar plaths are W20 plalg unlessaNerwse Indicated 3) All plans are 36 MUD unless otherva a 1Mrated 4) The Fabrication Tolerance al)om120=11% 5) Recommen095 ks, shon,b on code, spse0 at 1"0 m and hastened each Voss to eawho 3-10d(0131-X 3")naE troIntendsTF.\�1 Sngbacks 'a beI RI aUEEto wal(h ails ear order ends wreshomed by other. s)cAunorv, p .�' 1 i '4S 11 DO not even waa bacnwama. yt 7)HaneRs)or othaconnttTpn devke(s7 shall be prwl0ed sulAceMmsuppor(coneeMraletl maa(s718591b tlown al 18,11-12on / Al •'; mpcvN Tore aesyNselecllon of sun connection devices) Is the resgrantal" of ahhers r //� 8) lathe LOAD CASES) serson, marls applledlothe face of the truss are noted as front (F) or back (B) ................................ /MARCOS A. HERNANDEZ LOAOCASE(S) SlanCard /••••:...................... ••• /1 1) Dead +Fluor lrve(balanced) Lumber mrreree=t00, Red,Increase-1 oo Undorm Loads Of) �Q 113878 Vert TU9=-10.1-15-130 III �F </CENSE�.G`\i�'� conceno-mm Loads (m) 1\ SS/ONAI_� COR F-12513 November 15,2024 Aam a v" dissy,nammetrmal4nCgnNOTESONTESANnINCeunenMore REFERENCE RACE NIFR,ml.1.Clonneuse. MiTek® 9ueancegtitlx u i aye.sa e�mmm lydefw anacslBeamcmvomsereimmmfim .,s]ss35]llMnewsm now Jab .� �1-1—TYpe UNIT-1d ] Florc Builders regg nee(CanalTX), CartaOlon, TX - so06, 039 I ioH .II 2x6 II Ixs= 1 d 11 n5- 3x4- 5 fi Dry PN UNIT i41 UNN23 R853520In 1 1 Job ReferencGlgr11s0i�, Ix no Noe 141129 112 Page 1 630s 262➢24 M., fi'2 lo:]NUIFna2j0MlTsWO9yWJdjZR�NB70Hg3N5gPgnL8w3uITXbGK Doi]JIJCW 61 8 Shce=1380 ;xd - 15x3 II .4- 15x311 2s6 FP- 3xd= dxs= Sxfi— bg ] 8 9 10 11 12 13 td i sv3 .1. dxs= hmminsWSW= La= 1sX1 3r= h4= dxs= s%6= dxS 1 SO oF= dxfi - 27 a 0 221. 22-- Plate IX)O (1"N EQxI 7T" Fool F15Ecr,01511190-1-0ENeL(27(TA 0o 14I LOADING (p50 SPACING- 2. CSI. BEFL. In (bc) WU . Iso PES S GRIP TCLL 400 P6,e Gnp DOL 1 W TC 091 Vcn(LL) -03] 20 >]0.5 SS. MT20 220N9J TOOL 250 Lun@er OOL 1 W BC 083 VeA(CT) -o G5 20 >4IX4 2d0 Mi8AH5 16W 62 BCLL 00 Rep Stru Ina YES WE 056 Hvz(CT) -0.Ot t5 Na Na BCOL 50 Coce IR=VTP12014 Mail Wegb,: 121 IS FT=20%E tt%E LUMBER- BRACING- TOPCHORD 2x4 SP 1650Fi5E 0r 2x4 SP No 1 or 2W SP SSUat) TOP CHORD Sto lwwtl sheathing UlreM applied erg-2-0oc putllns, BOTCHORD 2x4SP 165OF15E or 2x4SPN01a WSPSS(8aU) Except recep,eM veNcels. 15232W BE 240OF 2 BE or 2x4 SP 2400F 20E a 2x4 SP OSSM-B BOTCHORD Rigid ceiling tllreay applied a 1 DO-O cc bmnrg WEBS 2xd SP No 3(8ag REACTIONS. pa c) 15=038, 1=060 Max G2v 15-1519&C 1). 1-152](LC 1) FORCES. (to) - Max Compaeax Ten - All forces 250 do) or less except when shown. TOPCHORD 1-2=14559, 2-0 1d56fo, db=-3546N,S-5007N,6]7-5813N, 7SLDerr , A gg S 3]N, 9-1 Tti USV0, 11-12-1323N, 12-13=2532N BOTCHORD 24-25=02641, 22-24�442],21- 015566, 20-21=0.T-037, 19-2 006037, 1&iWo386], 1]-18=0/SW516-17,0e5]8,15-161 MO WEBS 1-2 013, 1115-28620, 4-25=1216N, 13-16 159$ 4 24--0/1316, 12-16=1556N, 524=1310N, 12-17b111W, 5-22186211-1]=1 W62Y-EN, 3N, 311118-"23, &211/525 9-18�200, ]-21-61405. 919=15M594 NOTES- 1) unbalanced Boor nve Ie ds hang been cons 1eretl r0r,lns aesgn. 2) All plates areMT20 plalg unless otherwise,intiva@tl_ 3) The Fabncafion TBle2nce a,)olnt23 =11% 4)Recommend2x5=M Wck,on Mge,spatedal10-0-0Bcantl,as,entlt0eachbusswM3lM(ol3l'X3')nal5 be allaclxW to walls althea order add, or restrained by Bthermeaes 5)SStrorgbaGSW GUTIbeN000,�ereaWpcettrush oacwzni andfimtdegonalorvnrcalwebshallnolexcedOMs n PS�OF%FV,,1 4 : • •q �MARCOS A. HERNANDEZ% �...... - .38.7- .....:... 1 1...•. 3878 :... 1 COR F-12513 November 15,2024 Jab 08 UNIT-14 FO Builders Flrsl3maee(Cart ,TX), 6Sa Ta sxa II 2x6 II exs = 1 z3 a T TYPe Of, PN UNIT 141 UNIT 23 vss R85352011 Flom 1 1 be.cG1q ) CartoWn,TX-5006, 630s 262024 MRei fidLsO�F's, Ix no Noe 141129112 Pagel ryID6:p2 iFna2j0MlTsWO9yWJdjZR�NB7aHg3NSgPgnL8w3uITXbGKVACUoiTJI CH 9 =i34s 1 SC II 3x6 FP= 5 a 7 8 9 1. 11 12 13 1sx311 5.a= 3va 11=4x5= ub ll as= 4x6= aa= 1sx3 II 2a 1. .-a Plate aYl- io-3-0_Etlael no-tA EUueL ra o-lA Encel rid Ed. o-i dL k26-o-1-801d1 LOADING (psb) SPACING- 2" CSI. DEFL. In "' Rod 'itP— S GRIP TCLL 400 P6te Grip DOL 1 W TC 071 Vcn(LL) -82819-20 >Bd5 Sr. MT20 244/193 TCDL 250 Lurater OOL 1 W BC 099 Ved(CT) -049 i9-20 > RS 24. BCLL 0o Rep Stria Ina YES WE 087 Hoa(CT) 001 14 Ma Wa BCDL 50 CoOe IRC1RP12014 202 MatrhS Weight 113lb FT=20%F, 11%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SP No 1 a, 2W SP SSUat) TOP CHORD Shudu2l wood showboat, directly applied ado 2 oc p pros, BOTCHORD 2x4 SP 165OF 15E or raid SP No 1 or 2x4 SP SS(flat) except end vernals. WEBS raid SP No 3(flat) BOTCHORD Rigid ceiling directly 2 y applied MTS oc bnrg. Except. 2-2-0oc hind 19-20,18-19. REACnoxS. (.c) 14=0.4$ 1-0 D Max G. 14=1379BG B) 1=138](LC 1) FORCES. plo,- Max Comp Mlax. Ten - All grace, 250(10) or less except wlren shown TOP CHORD 1-2=-1314N, 2-0 1314N, 4 5=3146N, Sb= 43 o 6-0�90rJQ 75 99=, , 9! 69000, 91 T�B03N, 11 12=2265/0 BOT CHORD 22-2"a359, 21-22,Q/3901, 20-21=014]86,1&20,0d993, 18TI 9,W4993,17-18=014993, 16-1]=0/d39], 1516-Ml85, 14-15 1321 WEBS 1-241/1811, 12 T*-1865/0, 4 24=152]N, 12-15�i404, 4- 011156, 1115=-136]N, 522=1121M 11-16�'918, 5-21=0r6]4 916- abaft, 621-64M, 9-T7,Q/533, 6-20--51046, 8-P-ti`Wi0. ]- 371/164, 818-137c 53 NOTES- 1)UnbalancedfloorWelo dshavebeenco ere 1atMs Ues n. 2) AS I:trs are 3x4 MT20 unless common, lmkated. 3) Recommend 2M stmngbacks, on edge, spied at 10.00 oc add !aster al to each buss wing 3-1 W (0131• X 3-) nal6 -StmrghaJG to be auached m walls al Heir order aul or restrained m by other ear5 4) Gap beNreen aware of broad Baring and first diagonal or vertical web awn old exceed! exceo Mon 5) CAUTION, Do not amot UGs backwards. :. n.. COS A. HERNANDEZ .......................... 113878 -*— COR F-12513 November 15,2024 ��roa�eaI is nacrewan,ae. MiTekge-® pay ev�om�° nm-t-Fl cad a .1a7� 11111KTe.= ass = .. 11 2xfi 11 11 3 4 con = 5 go = 12 fi Jab vss �Tvss Type Dry Ply UNIT 14/UNIT23 R85352818 UNIT-14 F89 FL 06 GIRUER 1 1 Job ReferencGlgr11s0i�,Ix Thu Noe 141129122➢24 Pagel Builders Firsl3axce(Cart ,TX), Campibq TX- 5886, t.. 262➢24 MI, fifiddLL ID: iFna2j8MlTsWO9yWJdjZRI NB7OHg3NS9PgnL8w3uITXbGK Doi7J CW 11.12 ® =I D1 3xfi 1� Lj 0 9 8 fiW fi ped .a - F114 sn-4 Plate CANCE,X Yl- 6"DFront 7"N Food, M DSN Famd ECONOMIC (psi) SPACING- 2-0U TCLL 400 Plate Go, DOL 1 W TOOL 250 Lamber DOL 100 BCLL 0o Rep She"' he Ina NO DCDL 50 Corte IR=VTP12014 CST. OEFL, In Unc.) V= Ud LA PTES GRIP TC had Ved(Ly -0W 8 >9YJ 360 MT20 2"190 BC BOB veMOT) -004 8 >999 240 WB 070 Hm(CT) TOM 2 cor Na Maird, P Welpt 6311, FT=20%F, 11%E LUMBER- BRACIRG- TOPCHORD 2x4SP165OF15Eor2x4SPNo1w2WSPSSdRR TOP CHORE) Souctudd wootl sheaM1ng directly applied or6-0-0 oc Terms, BOTCHORD 2x4SP165OF15E01a4SPNo1w2WSPS8NpU except enl verOcelS. WEBS 2x4 SP No 3(8a, BOTCHORD Rigid ceiling directly applied or l TO oc 5mnrg REACTIONS. (s¢e) 10=Mechanical, 7-0-58 Max GdW 10=19D9QG B, 7-255MLC B FORCES. Pat - Max Comp Mlax.Tan -AII form, 250 (IB) or less except wlren strovm_ TOPCHORD 6]756]10, 23- 3052/0, 34­31SIRE 4 - l2Q'0 BOTCHORD 91"C2068,8-9-Ga05 7248 WEBS 2-10=279410, 2-9=0r1360 3-9,-91", 5 7 2WW, 58-0r1204, 48=910M NOTES- 1)Reter to,ndegs)lmtmsshi tmssoundecbens 2) Recommen02x5 sRon]�cks, on edge, spacN a110-0-0 oc arM tasterretl to each truss w1N 3-10r1 (0131"X 3") r215. Strod,backs to 0e allacRV to wails at Mar outer ends or restrained 0y doer means 3) Harger(s) or other connection MWCCC C shall Im pwlrled suRtlent to support ConreM2ted reacts) 1171 l0 graph at 2-08, and 1171 IO dnxn at TO and 1190 o down at 64T8 on top tlmN. The des,verg tlon of such connec4dn devke(s) 1s the respdnsitudgy CT others. 4)1n the LOAD CASES) second, ba8 applied to Me face ofMe Ross are noted as front (F) orBack DO LOAOCIISE(S) Standard 1) Dead wmher lorse�e-1 GQ Plate Increase-1 oo ` P,(Balanced) OF verc]-10=101E=-130 Concentrated Loads(o) Von :4-1171(m 11=1171(8)12---1190m) ..............A..... ...H...........:...... . �.... t1.MAROSERNANDEZI% •.. 113878 :... COR F-12513 November 15,2024 kaCepuffi.v ndo.�metrna4n��Tesd.Ms d dodnnexnaeneaeeP.de.,.,,re., 3doodeUse �apa MiTek® elue—ro ny traog 9ueaobe-4tle�� aww apey. u rysN .pa ounirr cn amtiwnalmn.mtrnwgl and acsl aummd Comvonem surely lnrmmefion �ptle rmmve SnoMralaumm Oompomnl Aamu �Ore+e' eomm�enaom) .,s 155I'a newsmn Jab Type UNIT-14 Flo I`T— Builders Firslsaxee(Cal,TX), CarroBon, TX- 5006, tr1-8 µ 3xd 1-J9 9 Ory PN UNIT 141 UNIT 23 j R85352841 1 J. .1 26Jo2➢24b Relerence/ s0iA5, Ix no Noe 141129 12202, Page 1 J. MReK IU:]IWIFnrTj0M1Tsm109yWJtljZR�PSB]OHg3NSgPgnL8w3uITXbGKVhCUoi]JI JCW 3x4 = P412 yd= 4 3xd g 3i1b= LOAOINO (psi) SPACING- 2" CSI. TELL 400 P6te onp DOL 1 W TC 012 TCDL 250 rancher DOL 1 W BC Opar BCLL 0 o Rep Stru Ina YES WE o 06 BCDL 50 Code IRC2021RPI2014 Mate, LUMBER- TOPCHORD 2x4SP1650F15E 0r 2x4 Sp N.joa WSSS(0A) BOTCHORD 2x4SP1650F15EN4SPNociewsp SS(flag WEBS 2x4 SP No 3gag REACTIONS. (size) G T0. ,5=METamcel Max G. 3263(LC IT Ti=2]t(LC 1) FORCES. (IT) -Max Comp Mlax.Ten-]ill firce5250(IT) or less except when snmm_ WEBS a527MN 2J 2600 NOTES- 1)UnbManeeofloorWek dsnavebeenco ere forthmaesgn. 2) Refer to glNerts)for driers W boss mn2c0ans 3) Recommen02xfi sM JCacks, on age, spaced at 1" 0 Oc and ttl asted t0 each ME S dangba0. to he 30acha to walls al Ned data en05 a restrained by odder means E) CAUTION, Do noterect Wss bachwaNs 1So 6 d a aza 5 CEFL. n "a" LHlefl "d PIAIES GRIP Ven(LL) T Ed] >9Yl 360 W20 2d 90 ver, 1, -0 m ] >993 240 Ha](CT) T00 5 Na Na Werpt 30lb FT=20%F, II%E BRACIRG- TOPCHORD SNx1u21 wmtl sneaNing directly applied cv424 oc punlns, except eM vagcels. BOTCHORD Rigid ceiling Olreay applied or 1 M 0 cc Trading 3-1NET IN 131-X 3') nal5 VV :R n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® re —re ct.1 Jab .� �Tvss Type UNIT-14 1 FLOOR GIRDER Builders rogg nea(CanalTX), CamOBon, TX- so06, .1A E-i zxfi II WC = zw II 3.fi II 1 2 3 0 12 BY PN UNIT 14/UNIT23 cG1q R85352"G 2 .. 126ID24 M., fidLsO'Sj , Ix no Noe 141129 12202, Page ID:] iFna2j0MlTsWO9ymJdjZR�NB7OHg3NSgPgnL8w3uITXbGK Doi]JI CW zxfi II fire = 3w II 6 ] 10 9 V�1 fiXB - bx8 go= W8= 7d15 74 Plate ORsets(XY1 120.1A088I LOADING (psi) SPFCING- 2-0 CST. TCLL 400 Pate Grip DOL 1 Up TC 013 TCDL 250 andber DOL 1GO BC O43 BCLL 00 Rep Stru Ina NO WB 082 BCOL 50 Col CoIR=VTP12014 VISUre P LUMBER- TOPCHORD 2x4SP165OF15E 0r a4 SP No1w2WSP S30RD BOTCHORD 2x4SP1650F15E.=SPNd w2x4SPSS(8al) WEBS a4 SP No 3(8ag CEFL. In Nor) bided LOT PLATES GRIP Ved(Ly -003 . >9YJ 36. MT20 244/190 vorguTl -0 GO R o >993 240 Ha7(CT) 001 8 Ma Na Weight 6211, FT=20%F, it%E BRACING - TOP CHORD SNxtuml wood sh aMing dheclly applied m6-0-0 oc purilns, except end vernal BOTCHORD Rigid ceiling dlreay applied a l TO cc brand, REACTIONS. Max (G 11=U5$ 8 x 2v 11=143](G B8L1), =2113(LC 1) FORCES. NO- Max Comp Mlax. Ton - All forces 250 Uld or less except wlren Chum_ TOP CHORD 21�3237N, 3-0=323710, 4 5=3368'B, 5T-36GI D BOTCHORD 10fl=0/1870, 410=-D 9389-02]06 WEBS 2-11=2244N, 2-10-011 2, 6A=334610 09-WS32, 539-25DT0 9,-409/8, 4-10=10650 NOTES 1) Recommend 2x5 snmgbacks, on edge, spaced at tO-0 0 Be and fastened t0 each Russ vn8i 3-Tool (0131'X Y) d215. Srodgbacks to he allacRV to walls al Men oWef end a restmined by othermeans 2) CAUTION, Do not erect Wss backwards. LOAD CASES) Standard 1) Dead +Floor LNe (balanced) Lumner Inaeae=100, Pate Increase-1 DO Unemm Loeds OBIT) Vert C T1=10,1-7=-130 CMrcer. Loads 91 Von :6=1353 4=1283 ........... Tt, ) r MARCOS A. HERNANDEZ ...... 1 - 1.38.7- .....:.... 1...•. 3878 i... COR F-12513 November 15,2024 fi--ly,tcrm—a-,OeeaPn.aaaeea,p,eeeo,oerEneaeen.6e.7.7,re.,�aeee,'ee. =0a �aro MiTek® �a� ny traog dww a',y,. wOa 9ueanbee.. u dieidr en am tiwnalwm'.gaine. tlen. and acsl Beaag comvonem Careylnoemarm -a,re, nam Fe S6oMmlaoMmg Oommoel p . �Ovw+.' eomm�enaom) ) yIn7ss3511INIGU— Jab ITn« �Tmss TYpe UNIT-14 N/III Fm20 Florc Builder: Hea,(cane ,Tx), Cmreemn,Tx- 5006, a - To H 1. 1. xxa= .4= 3x4= taxi II 3xfi= 3 4 a 6 pry Ply UNR14/UNN 23 R85352843 fl 1 [pulp j 630 s 262024 M1212I1 IV, Ix TM1u Noe 141129132024 Page 1 ID:2NUIFna j0MlTsml09yWJdjZR�NB7OHg3NSgPgnL8w3uITXbGK Doi7J1 JCW at 5 =t396 a4 = h4= ie FP= IxS= 8 9 f0 tt 1,5x3 II 46= bfi= 12 13 2d lm .10 Mt8AH5 FP- 3M- L6- too ll 3tt4- 3xl- 4x5- all 4xYi- 5xfi= 9v5= 3x10 Mi8NIS FP= 29-0 i3L 7-9-0 aTo 1ST3 181A 2678 214o 28-0 2. 2S a18 2EL 2d 2-60 2-90 Plate 011sels(X Yl- 1-8112701 N 0-1d1128 GA-0T1-01 LOAOIRG (pal) SPACING- 2" C51. OEFL. In (bc) Sol Ud P-MS GRIP 114_Food0 TCLL 400 Plate Gnp DOL 1 W TO 075 Veol -042 20 s666 360 MT20 220/193 TCDL 250 LumCx OOL 1 W BC 022 ven(CT) -023 20 >380 240 MiBAIS 16W162 HILL S WE Horz(CT) 013 Rep Socesode 14 Na Na MalmS82 BCBL 50 IRC2021RPI2014Ina Weight 12211, FT=20%E H%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 ce 2,,4 SP SS(flal)'ExcepP TOP CHORD Structural wood sheathing pineal appheo oc45-0 oc punlns, 1-9. 2MBE 2400F2 BE or 2x4 SP 24WF 2 OF o, 2x4 SP DS5(flal) except eM verboal HOT CHORD 2x4 SP 1650E 15E or 2M SP No 1 M 2x4 SP SSgaD'ExccepY BOTCHORD Rigid ceiling directly applied or 1 DC cc 02n,g 11242w1 DF 24DOF 2BE or 2x4 SP 2400F 2 OE ci xa SP DSS(flag WEBS 2x4 SP No 3(flag REACTONS. (,ads') 26-0l 14 S Max G. 26-TERLC 1). 14-1611(LC 1) FORCES. do) - Max Gonry.Mlax. Teo- All forces 250(N) or l s except v.Ten shooed TOP CHORO 2-0=2]0IN, 3d=-0663N,4-59741o5-T697N, 6-7--6692N, 7b 6654N, 8.5W9/010 -10=11=-0661N, 11-t2=2]O8N HOT CHORD 2S2iGfl552,23-25,,QK835.221D/54]0,21-2Y-0/645520.21=�, 1S20-0/6826, 18,19,016121, 17-08-0/546y 15-171Y383I,1415=0M551 WEBS 1214 2191 o 2-26=-21910, 12-15=011219,2-251/917, 1115-1679N, 325=162810, 11-P-011224, 3-23=Dl 10 U-1195N, 123=1199N, 1018=M65 4-221BR50, 8-18=231N, 52 Vpffl, 8-19-022$ 5-21=01351 NOTES- 1 All plates are Mr20 plates unless Nnerwse indva@d_ 2)Recommend2MsMMMck,onedge,spa atl"DmaMfastenedtoeach WssvnN1lM(013l'X3')raM1s StrongdaGs W tre a8acled to walls al their other ends m restrained by Nnermead5. YR . VV MANGOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 ,wA nlpnp.�metrman4r��Texq.res nnnennnExneFeneaceP.e.,.,,m.,3a Rnenxe. MiTek® ny trades regatie d u ,9uece a,. .sHtoasayrn tle�manam a.ecew aew aneacslB,,R,sComponn45ely04m,den o]ss3nI1.,Tp— Jabvss �Tvss TYPe Dry Ply UNIT 14/UNR23 R85 28 UNIT-14 F21 Flom 1 1 Job 241 ., ccGGl1qqq� )) Builders Fimi3aace (Carl CartaOloq TX - 5006, 630s 26WJdjZ a NB7O�g3NSg no Nm 12913ID24 Pagel IU:]NUIFnaZOMTisnJ09yWJtljZR�PSB]OHg3NS9PgnL8w3oITXOGKVhCUoi]JIZIC'H 61S H 1�o X4 scale: are.=r 1.1 II 3xfi= axs= 3xfi= 3%4= 3x4= 3Xd= &4= 3ifi= 4a 3. t 2 3 4 5 S T 8 9 To �1 Im t9 i8 P 15 L a12 4xfi- 4t5= 3xfi- 3M= I-1115X1 3x4= TS- US- hb- 2-4U S18 7SS 11-48 13-1. 1568 in1. 2-9-0 2-6� 1.. 3-7S 2-68 2LS ITS Plate OINAS XYI- 5&143 Filing UST NEddN, IIIEASE 0151 [210-1S GA4M LOAOIRG (psi) SPFCIRG- 2. CSI. SEFL. In (bc] VUefl t/0 PLAIES GRIP TCLL 400 Plate Gnp DOL 1 W TC 059 Vert(LL) -023 i6 >9]9 360 MT20 244/193 TCDL 250 WarnerOOL 1DO BC 089 VEIICT) -041 11 IS >559 240 Rep Strr� Ina 0 � Ha](CT) 009 IT Na Na BCDL 50 od, IR=VTP120145 Ma1mSWE WEUIS NET III FT=2(%F, II%E LUMBER- BRACIRG- TOPCHORD 2x4SP1650F15E o/ 2x4 SP N.joa SSOC) TOP CHORD Shueludil wootl sfleaNing directly applied a S7b oc edurs, 2WWSP BOTCHORD 2x4SP1650FI5EN4SPNoaSPS801"S except eM vernal WEBS 2x4 SP No 3(0aS BOTCHORD Rigid ceiling dlrecAy applied a l DO-O cc Trading REACnoxS. (.E) 20=058, 119. S Mani 20=1313(LC B) 11-1321(LC 1) FORCES. Via- Max Comp Mlax. Ted - All force, 250 (IV) or less except when stmvm_ TOP CHORD 25=2140N, 3-0=3559/ .45=432543 5b- 513N, &1-132!vO 7=3559/0, 8-9=2= BOT CHORD 18-20=0/1256, i8-19�999, 17-08=1)409],16-1]=N4543, 15A6-0M543, 1415c0/4543, 1b14--97,12-13-M99% II-12-(/t256 WEBS 9IT- 1]A/Q 2-20=II73/ , 9121/1314 219=0/13t5 &12-127610, &19-1277N, 8-13 3$ &fl8-ada"' ]-13 00N, 418-800m, ]-14-d455 417=0&155 6-14=520/19, 5-17--52W19 NOTES- 1)UnbalancedfloorWebadshaveCoencm ered1atMsdesgn. 2) Recommend 2x65tro1g0afAs, on edge, spaced at 104)-0uc and tasty N to each Vu S ISM SAWS) 131°X3°) Strolgbacks to be attained wal to alK Mar order ends or de eddred by Weer meam naffs . -04 3) CAUTION, Do not erMtmss bachwads. YR . liV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Jabvss TYPe Ory Ply UNITid/UNR23 R853528 5 UNIT-14 F22 �Tvss Flom 3 1 Job ce[p Ij Builders Fimi3aace (Carta ,TX), CartoOloq TX-5806, Reap, 630s 26WJdjZ eNB7Og3NSg no Noe 12916ID26 Pagel IU:]NUIFneZBMRsnJ09yWJtljZRICrPsB]OHg3NS9PgnL8w3oITXOGKVhCUoi]JIZIC'H .1-8 H 1 aS EUI Sa -t229 3o T6= 3xfi= 3xfi= 1 2 4 3 6 ] 8 1 15 14 13 R 11 10 3x10= 3.— 16X1ll Sefi= 3x10= LOADING (ps1) SPACING- 2-0U CST. GEFL. In doc) VU¢8 Ud PLATES GRIP TELL 600 PISIe or, DOL 1 DO 033 --`T) -0 W 13 >9YJ 360 MT20 244/190 TCDL 250 Lumber OOL 1 PC BC 048 veA(CT) -112 13 >999 240 BELL 00 Rep Stress tru Ina YE3 WB 039 Hm(CT) 003 9 Na Na LUMBER- BRACING- TOPCHORD 2z4SP16501`15E 0r 2x4 SP No1w2WSP SSORB TOP CHORE BOTCHORD 2x4SP1650F15E.=SPNo1 w2WSPSS(8ag WEBS 2x4 SP No3(flat) BOTCHORE REACTORS. (sae) 16=&,trz -0 B Max G. 16=946(U] IT 9946(LC 1) FORCES. Pat - Max CompWax .Ted -ASfm¢ 250 IS) or less except¢Ten stove_ TOPCHORD 2114]ON,3-0=2194N,45=238710.!r6-21941067=14]0/0 BOTCHORD 1S16=0N2$1415=011991,131"n387,12-13=012387, 11-tY-(K387, 10-11=011991, 3169/922 WEBS 7-9=1272N, 2-16=127Z9, 7-10=N815 2-15=UB15 6A10 5I0, 34m, T/Y0, 6AT,O S0 Tl Dm,18, 511-375/U 4-14=375N Weird 821b FT=20%F, it%E Stri w0otl shearing Ulreclly applied m&Tr0 oc purllns, except eM veNcels. Rigid ceiling dimay applied or 1Ird 0 cc antVg NOTES 1) Unbalanced door We dads gave been con acemn tor(MS Jesyrt 2) AS Unbalanced are 3x4 MT20 uniss ottervnse mchaded. 3) Reco erentl 2xE stro Jgacks, on edge, speed at 1" 0 oc add fastened t0 each truss wth 1101(0131-X Y) naffs Stmatacl,s to be a8aaedto walls at NeB outer eMs a malogned by order means n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ,wb fi v n9 9.�metrma4n�NnTesn. des nitnan.n¢xnerene.¢e9.fie.,.,,m.,3e�Rnense. Mill�a�ro ny traog d.weed 9ueance regatix �msNammm n n sy. oayrn e aew l anacsa,a,semp,-atSnleylammbm m75511111.newsm Jab 3 �Tmss Type UNIT-14 3 Flom Builders Firslsomea(CanalTX), CarraOlon, TX - 5006, 6f 8 H --� Dry PN UNR 14/UNR23 R85352846 3 1 Job Retere c219a1s0�F's, Ix Tbu Nw 141129 142024 Page 1 630s 26WJdjZ ei fidL IU:]NUIFna20MTisnJ09yWJtljZR�PSB]OHg3NSgPgnL8w3oITXbGKVACUoi]JIZIC'H L s.Ia=rat s .6 .4- 3x4= 3xa- A4- .6 3 4 fi ] 8 4ss - 3xa II 9 1a I--- 4ss= 3>5= 3a= 1L311 3xa= 3x5= m5= avb= 1 II I'ds 0 T-sY 11-1. HIS 111. 18-tan • 2-90 z-6O z-6o 3-0-0 z-sL z-So z-ad Plate 011uts(XYl S T" Etlael M T" EUuel. FITEAV 04441210 t43 GAdl LOABIBG (psi) SPFCIBG- 2-0U CSI. GEFL. In (Tor)VUefl t/0 PLATE9 GRIP TCLL 400 P6te Gnp DOL 1 TOTC 055 Vat(LIT) -0T2 i6 >9YJ 360 MT20 244/193 TCDL 250 ITS DOL 1 DO PC 081 VeA(CT) -038 t6 >584 240 BCLL 00 Rep Stru In O YES WE 061 HGOICT) oW it Na ad BCDL 50 CCOe IRC2021RP12014 MatmS Weight NET III FT=20%',t t%E LUMBER- BBACIBG- TOPCHORD 2x4SP1650F15E o/ 2x4 SP No1w2WSSSOC) TOP CHORD Shuctu21 wootl sheathing directly applied of S9-11 oc W01ns, BOTCHORD 2x4SP1650Ft5Eoc2x4SPNo1 cawsp SS(flag except end veNcels. WEBS 2x4 SP No3(flat) BOTCHORD Rigid ceiling directly applied or 1 DO-O cc BucTg REACTIONS. (s c) 20=058, 11=Mccpamcal MaxG2v 20=1293(LC 1),11=1301(LC 1) FORCES. (Ih)- Max Comp Mlax. Ted -Allface, 250 old o/ Iess except wlren shmm_ TOP CHORD 2�2101N, 3-0=.M83N, 45=42TYo Sb=-0412N, &7-4213N, 7S 348=, &9=2102n Nor CHORD 18-20=011 2351&19�942,17-18=01401)216-1]01"12.15A6=0/44121415c0/4412, 11140/4002, 12-13=02942,11-12-tV1236 WEBS 9IT- 1]4&0, 2-20=1744/0, 9121/1287, 219=0M283, &12-1249N, &19-125(W, 8-13 04 8-18=0204, ]d3=7]M. 4-18=]TI/0, ]-14-(/42], 417=0/427, 6-1"T166, 5-17—[7326 NOTES- 1) Unbalanced floor We bads have Been coincidence!1m Beds dies n 2) R:r M godegs) for Bass to Buss convectors 3)Recommend 2M sBargbzcks, on edge, spaced at TOOTSoc aed!ante alto each Bass ISM 3-10tl(o 131°X3-)nal6 -StrolgbarM to allaciced b walls al Beer other onto or reshalned By othermealN d 4) CAUTION, Do roM Ba t cvss backwards. YR . VV ...... MARCOS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 fi v ny name ma4n��ionn.a�ead—r U.I,wA daneeno.ac.uneerenoa adeao,m.,R_3eerRnense. �.ro MiTek® � ny traog Jab TyG Dry Py NITR44/UNN23 UNIT R853528 ] UNIT-14 R DER J6IDet.ff2'Mn Buildersm(Carta ), CartobqTX-ss Pagel IU:NIFnZMTisJ09yWJtljZR�PB]OHg3NsgPgnLU3ulMUoi]JZCW 0.1E H 1�3� pgp ^ 1 4 0 95 as .12M18N18- Sxfi FP= 3x6 FP= 2[fi g R8 = fins = Sxfi g .6 g Sxfi 11 2x6 If8xG = M 1, Mfi II 1 2 3 4 5 6 ] 8 9 10 11 12 13 14 15 1fi j]J1� 1132. 21 2B 27 2fi 25 24 23 Z1 21 20 19 18 17 fins- p,8- and Sxfi .6 M .65P- Run .12 M18N1s- e,R .10 M18/J180' Sx6g L10 M13MSDIP = 18-11-12 231E Plate Offsets (XY1 160E-0Etice1117EOce O-3OI 1310.18.0-0SL 132.0-1A OLil LOADING heo SPACING- 2-0 C51. OEFL. In (bc) Good Ud POSIES GRIP TCLL 400 PEte Grip DOL 1 W TO 0 58 Vert(LL) C Z 23 � 360 MIT20 220/193 TCDL 250 LumMr DOL 1 W BC 063 VSRCT) -0I1 23 >3W 240 MISAHS 16W 62 BCLL 00 Rep Stru Ina NO WB 056 H.ACT) 011 iT . Na BCBL 50 Col, IRC2021RP12014 Main WcUht 2111b FT=2(%E tt%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or 2,4 SP No 1 w 21,4 SP SS(flat) TOP CHORD Structural wootl sheaNing directly applies w S2.-11 oc Wrins, BOTCHORD 2x4 BE 24WF 2 of or 2x4 SP 24WF 2 OF or 2x4 SP DSS(flat)'ExccP except end veNWls. 28302x4 SP 16WF 15E or 2x4 SP No.I or 2x4 SP SS(RaG BOTCHORD Rigid ceiling dlrecly applied w l TO cc annual WEBS 2x4SP No 3(flag'Except' 3MA,130IId2,1&17 2x4 SP 165OF 15E or 2x4 SP No.1 or 2x4 SP SSW) REAC'BONS. (sire) 30-05$17,0 Max G. 30=1939(LC 1). 1]=3063(LC 1) FORCES 0"-Max. Comp R4ax Ten-Allfir 250(IU)ork exceplwTensflovm_ TOP CHORD 23599N, 9-01=1W6 3 9OO2925-Wl5=E1WN BOT CHORD 2930.b2064,2]-22�WlD0252]=2-011033,1920-M2L25=11 .27210N2 27-W637,25 3 22-2}O(i W W, 20-22-0/ID533, 19-20=053]8, 16-iR953]8, 1,18,(/10450, i R18�l3259 WEBS BfN. 2-291422 2-29=22M31322]=0/t]2612✓2 626- t3-20-0/9t9, 11-20.L13/0, 9-23=2WN, 1M,9226-0/M. 15A=t220'0 152 18-0(4 27.13]40N, 151]�399N, iS18=0/402], 11t8=-4o8M0 NOTES- 1 J All plates are MT20 plates unLss NIre1wBe mdrated 2) All plates are 3x6 MT20 wkssoNe.IMated_ 3)T0e1bn,alion Tole2nceal,gnL21=11% Fx4�� 4)Recommend2Wstro Mck,onedge,spareda1lMO-0 andMstenedtoeachWsswM3-iW(013l'X3')nal5. �tptE• i 1, svolgoacesto ce anacned to wails at moor outer ends or restrained by order means y.• f 5) CAUTION, Do dwt erect truss oackwaNs. •';w 6)Hana(s)ccotnerconnectlondevmegs) shall cegovides sNOceMmsuppoticencentrated calls) 178110 Wxnat 18-11-12on + /� tap UmN The desquiselecicn of such connection deuce(s) is me resgonshllily of others /••••1•••••................... ])Inure LOADCASE(S)secaon,loadsapplredtomefaceNNe samnutesas"nt(F)or WM(BI. /MARCOS A. HERNANDEZ / LOADCURSE(S) standad ad,Nalanced).-warder case=100. lane aease=l oB 1)DeadFluor inrePm ....:......................:.... /1 113878 m ( 11\ Vert 1]E0=-10,1-16=130 Concentrated Leads Ild SS/ONAI"'G`� Ved: 13=1781(IN COR F-12513 November 15,2024 A. a v n0np.�metrman4n�NnTe4n. res n nnen.nexnerene.eeP.6e.,.,,m., 3—hear, MiTek® ce',yye„i .woes aueance rega title fir. n ww msM dienayen amtiwnalwm'.Ptrn.0n1 aneacsl B,,a,ge0mp,-ia Seley6oeeaden �pue rmmve 66oM�elauMng component pamu �0�+.' eomm�enaom) yR 7551111/uneYAs— Jab .� �19—TYpe UNIT-14 5 Florc Builders rogg nee(CanalTX), CartOtlbn, TX - 5006, 030 112 fi 25 24 3xfi = 15x3 II BY PN UNIT 141 UNIT 23 R85352848 2 1 Job ReterencGlgr11s0i�, Ix no Noe 141129 152024 Page 1 630s 26=M., fi'2 ID:]NUIFna2j8MRsWO9yWJdjZR�NB]OHg3NSgPgnL8w3uITXbGK Doi]JIJCW 1�4 pHa 5®8 =t385 i 5v3 4x5= 3x6FP= 6 ] 8 9 10 11 23 22 21 in 18 3xfi FP= Ix5 = 3. = 15G1 II 15x3 II 3xfi = 122 a 14 11�\ . C' 28 ] \\\ i6 15 I.II 3xfi= 1. S10 1.12 al 16812 i 2.. 211-8 i • 'go zso 5612 2-7-a z-]d 414 1. Plate Offsets(XYl- 1Ed.e l- I140."EdceLR10.18.Ed 11120-1AEda 1.[230ld E�1.1280-1-8.0-1AI LOFBING (psg SPACING- 2" C51. GEFL. In (bc) Vdel "d PLAlE9 GRIP TELL 400 Plate Grip DOL 1W TC 054 VergLL) -0102425 >959 Sr. MT20 2441P0 TCDL 250 wrnMr DOL 1DO BC 081 ved(CT) -01T 24-25 >96] 24. BCLL 00 Rep Stru Ina YES WE 041 Hoa(CT) 003 15 Na Wa BCDL 50 Code IRC2021RP12014 MatdrS Weight i261b FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2z4SP16501`15E or 2x4 SpNo1w2WSP SS(8A) TOP CHORD Shuclu2l wood small directly apphoo a 6-0-0oc Signs, BOTCHORD 2x4SP165oF15E.=SPNo1 a2WSPSS(8ag except eM veDcal WEBS 2x4 SP No 3(8ag BOTCHORD ceiling Rigid ceiling dimay applied or m 1"Tcc arum,, Except. 6O-00c 2,T2119-20. REACnoxs Pum) 27=Mechanlral,15=05-82095d Max G2v 2]=881(I 10),15=593(LC 7), 20=n]8(LC i) FORCES. In) - Max Comp delax. Ten --All forre5250 Bid) or less except widen strain_ TOP CHORD 21-1306N, 3 191010, 4-5=1 Vo 56-1951N, 6-7=98W, 7S00837. 89,110837. 311=559143,11-1Y-0.0 -93,12-13=]6 Y0 BOT CHORD 2 2]=0B11,2SBD/1783,2425-0H9512&24=0M951, 21-23-01152, 2&21-3Y433, 1420=-25102 181 W930,17-18-0530, 1&17-019301546=0I551 WEBS 2-2]=114]107-20=13300,2�32,]-21=0/E68.3-26=]WN,6r21=901N, 6-239/]12 ✓23=-328N, 111`.c-PBN, 320=-982/0, t116=01313, 9-19�582 11-19�N&0 NOTES- 1 )OntlalmadfloorWebadshaveCoencon ered1atMsdes n 2) AS p6Rs are U4 W20 cd s ONenv¢e indicated. 3) Refer In gSdeol So Cuss to fuss mnneacm, 4) Recommend 2tt6 s cod,lac-, on adge, spa[M at 1" 0 0c and tastened t0 each imss vnN 31Od (0131-X 3') ral StrorghaGs toCe atlacled to walls atMeir orderands a restrained by 0lhermean5. 5) CARTON. Do not ema truss Cackwmds. ' ySPt..OF.... � 11 !1R 1 /f ;MARCOS A. HERNANDEZ /....:......................:.... /11. ., 113878 .:4-0 11�`SS/ONAIE��'�J COR F-12513 November 15,2024 MiTek® Jabvss TYPe Ory Ply UNITib/UNR23 R853528 9 UNIT-14 �Tvss F26 FLODR GIRUER 1 1 J NZ/? pnalj Builders Firsl3aace Carta ( ,TX, Carto6bq TX- 5886, ) 20241f 26ID24 MR Ix no Noe 12916ID24 Page1 IU:]NUIFneZBMRsnJ09yWJtljZR�PSB]OHg3N5gPgnL8w3uITXbCMVhCUoi]JI MlT JCW .1A H 110 tea.. F S T °F=� s®W=r14g 3xG 3.6 zxb bxa= 2x6 3. 36 1 13 3 4 5 ] F-F /J22 / /u\\ — / LII J6 11 ID 95x611 8 sxb II 3w II Re = 6ffi _ 188 1&8 ]38 MB LOAGIRG (ps1) SPACIRG- 2-DO C51. OEFL. In (bc) Wed Ud PEAIES GRIP TCLL 400 role Go, DOL 1 C0 TC 029 Vcn(LL) D 01 11 >999 360 MT20 244/190 TCDL 250 Longer DOL 1 W BC 015 VergOD TW 11 >959 240 BCLL 00 Rep Strgs 1.G NO WE 033 Ha](CT) 000 6 Na WS BCDL 50 Cone IRC2021/TPI2014 Mi P Weight 69In FT=20%E it%E LUMBER- BRACING- TOPCHORD 2x45P 1650E t5E or 2x45P Not w2w15P 55(flal) TOPCHORD ShucN2l wood sheaNng directly applied w 640 oc Turllns, BOT CHORD 2x4 SP 1650F t5E or 2x4 SP Now 2W SP SS(flag except end veNfals. WEBS 2x4 SP No.3(W) BOTCHORD Rgld ceiling dlredly applied or 1M 0oc Mxing REACnoxS. (s ) 12--011B897-12 MaxGrav 12=1 W$LC4), 8=]18(LC B FORCES. do -Max Co�lMax. Tent - All Aocc5250(W) orkss except Wlren Maces TOP CHORD 2�1455U, 3-0 145510, 4 11GM0 SL=-11ROAD BOTCHORD 11-12=011050, IDA 1=(WIWl, 910=011301,&9-MM WEBS 212=138M, 2-111563 &11=b56.0, 411=0203, 60=917/0 &9=01 6 , 44-339/0 NOTES- 1)Reconnmend 2tt6 strmgracks, on Mge, spaced at 1" 0 oc anal taste tl to each Russ WIN 110d(0131' X 3') nails slon,wa tohe.11.1ed to walk at their outer elMs w reARS Jby Nher meals 2) CAUTION, Do not erect Russ backwards. 3) Haiged() w oNtt connecMn devkll b e(s) shae goved ssoppod m MufcentW ncentW 2ted "(s) ]201n wn W 2-M2 on tap cMN. TTetlesgNsekc(x.of Ocarms[kondevlce(s)¢MemsWnslMidyatothers_ 4)Inthe LOADCASES)s ton,badsapplletlto Ne Ma NNe Wssarenotedasfrnt(F)or�(B) LOAD CIISE(S) Slanged 1)Good + Floor lDwe(balan VT winner lnoe l00, Pate lxrease=l0o UMrortn Loads (pig Vert &12=101-7=-130 Concenteded wags go) Von 13=720(m •.Ai +j :♦ ...........................:.... n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ro ea is ,a.e ewan,se. MiTek® e 1cm..'e nm-1-H ,r.. Jab vss �Tvss Type Dry Ply UNIT 14/UNN23 R85352850 UNIT-,4 F2] FLODR GIRUER 1 1 Job 241 1, cGlgq)sOiLs, Ix Thu Noe 14112916202, Page 1 Builders Firsl3ance (Cart ,TX), CartoCbq TX- 5006, 630s 26ID24 MReeii fifiddLL ID: iFnaj0MiTsml09yW'djZRI NB7OHg3NSgPgnL8w3uITXbGK Doi7J CW S, odi6 II ax6 3n6 II art II w I rt 11. I 0-1� o-ao-ab 6 s®e=rmz 9 6& - S, S1i bail ' 2811 2di1 ' z— LOADING (psi) SPACING- 2-0U CSI. OEFL. In pec) Weft "d PLAIES GRIP TCLL 400 P6te Gnp DOL 1 W TC 036 Vart(LL) -00, ] >9Y3 360 MT20 2"190 TOOL 250 ITUDI DOL , P.BC 012 veA(CT) ,U ] >993 240 BCLL 00 Rep Stru Ina NO WB 0SO Hm(CT) GOD 6 Na Na BCDL 50 Gone IR(MMUTP12014 Malyd,P Weird 45lb FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SSORR TOP CHORE) Shrmwal wood sheathing, UlreM applied m4116 ac Wrllns, BOTCHORD 2x4 SP 1650F 15E N4 SP No 1 a 2W SP SSUnd) except end veNcels. WEBS 2x4 SP No Shah BOTCHORD Rigid ceiling directly applied a l TO cc arch, REACnoxS. Dam) 8=a7-12,6=1hetliamad Max G. 8=1326T] 1). 6=850(LC 1) FORCES. (Ib) - Max Comp Was Tan - All tome, 250(Ib) or odd, except egret sbovm_ TOPCHORD 16 I710, 2�1087AE 3d=108]N BOTCHORD 750979, 8-7-0B59 WEBS 3-7-17M. M-128]N, "­1 161M, 47=OM72 NOTES- 1)Reter to gudef(s)(orhuss to Wss mnrecOCns_ 2)Recommend255hom]Weks,onedge,spa allO-0Do aWfwtetltoeachtwssw 3-lW(0131"XW)nal6. Sholgbacks to be aVacRV to walls at Star order ends or restrained by other meals, 3) CAUTION, Do ant erM Russ bachwands. 4) Targets) or other connotation cancels) shall be puvldtexl suRtietd W support concentrated bad(s) T761b down at 0-310, and 751 Mdowna12-9-10antopchad. Tbedesgnfseledlonofwchcomrecdondevlce(s)1sN responslblgTyaoMas_ 5) In the LOAD CASE(S) section, bads applied to the face of The truss are noted as Mad (F) orBack RD LOAOCIISE(S) Standard Pbalam.,.a)wmber mae�e=laa. Plate pease=, oo 170e�� �rFma Ved BINm) ••• ••••••9{r Concentrated Trads(130 Von 10=n6(B)11—ORB) i yS:: 1 �A1 i,• . M 't /. 1, n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 ��ro��eaa is na�.e wan,se. MiTek® ee-as,nm-t-N ,r.b.�c� Jab vss Type Dry Ply UNIT 14/UNIT23 R85352851 UNIT-14 F28 �Tvss FLODR GIRUER 1 1 Builders Hrsl3ance(Cana ,TX), Carmine, TX- 5006, j Job Reference/p.�11s0iA5, Ix Thu Noe 14112916ID24 Page 1 t.. 262➢24 M., '62 ID:iFnaj0MRsmM9yWJdjZRICNB7OHg3NS9PgnL8w3uITXbGK Doi7J4a.ICW 1`2� Shale -I D1 Lfi five = xw zxfi M8 = 3xfi 1 2 tt 3 4 5 12 a 10 fiM ea fi 5afi .a- 611A sn-4 Plate ORse6(XYl- 130STEdool 1403000-01 f803-0E I19.LTD EJceI LOFGING (psi) SPACING- 21 U CST. GEFL. In port VUeB Id0 PLATES GRIP TCLL 400 Plam GOP WL 1 do TC "a ved(LL) _ _ 8 >999 360 MT20 2"190 TCOL 250 Lumber OOL 1 Ed BC 039 veMOT) -004 8 >999 240 BOLL 00 Rep Stru Ina NO WB 022 H0a(CT) TOM 2 nor Na SCOL 50 Gone IR=VTP12014 MatraS Weight SO lb FT=20%F, it%E LUMBER- BRACIRG- TOPCHORO 2x4SP1650F15E or a4 SpNo1w2WSP SS(0A) TOP CHORD Shucamal wootl sheaNing dinally applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650F 15E N4 SP No 1 a w SP SS(0al) except end vernals. WEBS a4 SP No3(flat) BOTCHORD Rigid ceiling directly applied or 100-0 cc bmnrg REACTIONS. (s¢e) 10=Machanlcel, 2-0-58 Max GdW 10=191000 B, ]=2553(LC B FORCES. (o)- Max Comp gains Led - All forces 250 bib) or less except wlren some_ TOPCHORD 67=47510, 23- 34n210, 3d­31n2N, 4S lDS0 BOTCHORD 3109/20Y 8-9=(V3102, 7�246 WEBS S7�035N, 2-00-2800M.5 DM205 2-9=011447.3-9=92DE 48=Leon NOTES- 1) UnImanced floor We ids have been con sce ed or this does n 2) Re@r to gidla(s) imimss In Vuss appeal 3) Recommend 95 strorghacks, on age, spacial al 1"0 M, add hastened each to eabuss earn 3- lot (0131"X3")nal6 Strorgbaos to be a8aclra M walls al Men order ends or hatmina by other means. 4) Hangecs) or other fm marecn devlce(s) shall be pwl0a sut camat to sublet cancarmata heal(s) 1242 In drcxn at 2, 8, and 1207 lb davit at 4-0-0, and 1252 N down at 60d on top Nord The desgmselMlon of such connection device(s) Is the resbansithiCya theo; 5) In the LOAD CASES) section, bads applied to Me face of the buss are noted as front (F) or hack (B) LGAOCASE(S) Standard 1) Dead. balanced) camber increase=188. P6te Increase-1 oo O•F•TFX� Unift.Lis(P ved. ]-18=1q 1L=-130 ... G3:' f O1 Cnncentrata ved 4=-1171(B] 11=1171(B)12=1186(B] /..... ........... ..........:.... /MARCOS A. HERNANDEZ% 1...•. 113878 :... COR F-12513 November 15,2024 ,wA a v M na n.�metrna4n��Teso. res o raoeo.nexnaeneareP.ae.,.,,re.,�a3—R.Euse �aro MiTek® saelea, ad a',y.Nn„4 .weed 9ueanbee-atle�� n rysN d1. ouany cn amtiwnalmm'.Ptrnunl er.aealp and acsl Bescas Comvonern sahly lrfaaaren �pue rmmve steabafdamm . �Ore+r' eomm�enaom) .,s]ss3nlluG.s— Jabvss �Tvss TYPe Ory Ply UNIT 1E/UNR23 R85352852 UNIT -14 FF04 FLODR 1 1 Job Rebe 2lgg)s0i�, Ix Thu Nw 1411291] 2➢24 Page 1 Builders Flrsl3ance(Cart ,TX), Ca-Ar TX- 5006, t.. 26 ID24 MReeii fifiddLL IU:]NUIFnej0MlTsWO9yWJdjZR�NB]OHg3NS9PgnL8w3uITXbGN Doi]JI CH 2-la 4-2a 2TO 21a 1 �2.4 11 I 1 4a CI 3 ...-I ls2 3x4 II — 11 2la 4-2a 2-1-n 21a Plate OfiselS(XYt SOd-0-0Od-12I LOADING (pact) S-CING- 21 U C51. GEFL. In (bc) VdeB t/0 PLATES GRIP TELL 400 P6te Grip BEL 1 W TC 009 Ved(LL) -001 _ >959 360 MT20 244/190 TOOL 250 Lumber OOL 1 Ed BC 030 VEMCT) -ItU 3E >me 24. BOLL 00 Rep Stru Ina NO WB 0SO Hoa(CT) 000 4 Na Na BCOL 50 Code IRC2021RP12014 NametopWegbt 37Ib FT-2 LUMBER- BRACING- TOPCHORD 2x6SP240OF20E or2n65P OSSm2%65PM31 TOP CHORD -0 2LCC Wdth5l�, except end veNcels BOTCHORD 2x6SP24WF20E or 2x6SPOSSor2x6SPM31 BOTCHORD Rgld telling dlreNy applied or 1 Do 0 oc goal WEBS 2x4 SP No 3'ExcepP i b,342n6 SP 24001' 2 BE c, x SP OSS or 2t6 SP M 31 REACTIONS. Daze) 6=0.5 ,4=MaLaNcel Max G2v 6=1811 BC 1).4=1265(LC 1) FORCES. (Do - Max Com,aSho Ten - All force, 250 (0) or kss except wlren sbmvn. TOP CHORD L6-12500, 1-T—]9N, 2a=A79N, 3-0=-125= WEBS IS01136B 35=0/1368 NOTES- 1) Refertogndens)tortmsstotmmre ssnc( ns. 2) Graphical pmfin represen atlon does art deplrl the we or Me orlentabon of Me Purim along Me top and/or Whom and 3)Recommend 25 strom]Wcks, on Mge, spaced at l0-0-0oc and feee W to each hours with 3-1W(0131-X3")nuns Strmgbad s to to, aUncled to walls at NeB order ends or restrained by other means. 4) Har chs) or Mac ... devke(s) shall W paraded sufficatM1 w suppod concmtated bad(s)1278 In down at 1 3T, and 1278 to Wwn at 2-SO on bottom chordThe,. Tdev roselemon of south connected device(s( Is the responsligh, mothers 5) In the LOAD CASES) secM1dq bads appled to Me face of the truss are OMed as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Door Lane(babnced) Lumber Incur ac-1 GQ Pate acresse=l 0O Onto. Loads (put VeK 1�13(L46=-10 Concentrated Loads NO) VeK 5-12]8(m ] 12]8(m S. OSPSOf �Fgs 11 R,1 MAW A. HERNANDEZ ................................ 113878 COR F-12513 November 15,2024 Mill Jabvss TYPe Dry Ply UNR 14/UNR23 R853528 3 UNIT-14 FFOS �Tvss FLOOR 1 1 Builders Begg ce (Carta ,TX), CartoCbq TX-5006, Job Reference[p_ Ij 630s 262➢24 MReKRdLsOiAS,Ix no Nw 1411291]2➢24 Pagel ID:] iFnajOMlTsm109yWJdjZA�NB]OHg3NSgPgnLU3uITXbGKVACOoi]JI CW z-1L 4- 2-0 2x4 II ~ 3.4= L1 .4 II 1 3 5®@=1Y62 Ix6- 42-0 l2-0 LOADING Sel) SPRCING- 2-DO CST. OEFL. In Bloc) Wal W PLATES GRIP TELL 400 P6te Grp DOL 100 TC 0D2 Ved(LL) 0_PC 5 ^^ 360 MT20 244MW TCDL 250 Lambe, DOL 1DO BC 002 VM(CT) -0W 4S >909 240 BCLL 00 Near strgs mO VAR R 005 MoodCT) 000 4 norn2 BCDL 50 Code IRC202NPI2014 Matdo,N Weight 35In FT- LUMBER- BRACING- TOPCHORD 2v65P240OF2 OF 0r2x5SP DSSor2x65PM 31 TOPCHORD 2U cp-0arim 13, except end veNcels. BOTCHORD 2x65P 240OF 2 DE or 2n6 SP DSS or 2x6 SP M 31 BOTCHORD (light telling directly applied. WEBS 2x65P 240OF 20E or 2n6 SP DSS or 2x65P M 31' cepC 25,24 2x4 SP No 3 REACTIONS. (s a 5=0.58, 4=Mccoanlcel Max G. 5r 60(LC 1L 4=26MLC 1) FORCES. pia, - Max CompWax .Ten -]ill firce5250(10) or less except either sbmm_ NOTES 1) Refer to glNer(s) Mr Bass to Voss corrections 2) Ths Voss desgn engines that a minimum W ]]ib" sNstoml wood shearing be applied directly W Me top cthON and Ice gypsum sinconak he app0ed Qrec(t/ t0 Me Bottom card. 3)Graphical pa" represenlati does act depict the see or Me Brenta00n of Me puffin along the top and/or Bottom card 4) Recommend 2x5 ster,bade,, on edge, spaced! at 1O-0-0 Bc add fastened t0 each Bass vnM 3-1Gal (0131-X W) reels. Stronghacks to be attacRV M walls at Mar outer ends or restrained by other meal, AI :♦ n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 k. nyno.�matrna4n��Tesn.res nl nnennnexnerene.eeP.e.,.,,re.,�a3e�nanse. �aro Mill d—eSue m%vmn> wacT n lv rysH de,ay cn amtiwnalmm'aPtrn.0n1 and acsl Bad, Co,p,-nr salary lnlmmaden —apue rmmae, swianleumngcompoeal pamu boo— �er. �Ore+�' eomm�enaom) are 1ss 1511/hrcw. mn Jab Type UNIT-14 (ul CABLE Buglers U.Sanea(Cen , Carnahan, x-5006, 15x3 II 3 4 5 Dry PN UNR 14/UNN23 R85352854 1 1 Job Rererenc2l2a) ''s, Ix Thu Nee 141129 1820 24 Page 1 630s tall aMReeii fifiddLL IU:2NUIFna2j0MlTsml9yWJdjZR�NB70Hg3NS9PgnL8w3uITXbGK Doi7J4JCH 6H8 s®a=i3bd 15x3 15x3 15x3 II 1sr�1 II 1sr� II lscl II 3xfi= 10 11 12 t3 14 15 28 2] 2b 25 2a 23 22 21 20 19 18 11 1. zxd II AS II 2. II 2x4 II 2x4 II 2x+ II 3x4 = 1sa II i . i 4no sd9 Fa-0 .. r. I.T laao 1110 14 0 TOTT TR48 I'll, 140 -4o 1-" 1-4-0 I. 1-0-0 1. 1. 1. 1. 1. 1b0 1b0 140 o-73 Plate Ofluts(X,YF I1:Edge,&IAI.[30-1A,EdgeL[5&1$Edgel.[/&1$Edge1.[9-&igEdg¢].ill 61$EAWJ.[13.OigEdgel.[19 IT",Edge].[21&1$,Ed]el,, �23&"EdceL 1250 t-8 Eedel R70 1-B Edoel Ea) GAIN Ed L130_Edue GA8l 1310-1C 041 LOADING (pst) BPACING- 2-D8 C51. OEFL In (lac) Poefl t/0 B GRIP TCLL 400 P6(e Go, OOL 1 W TC 015 Ved(LL)Na 999 244/193 TCDL 250 Lumber OOL 1 W BC . VeR(CT) Na - Na 999BCl1Rep 7.T2.n, Str¢c In0 NO WB 051 Hwz(C) C01 16 Nr Na BCBL 50 Ccde IRC2021RP12014 MaOdS 100M Fi=20%F, it%E LUMBER- BRACING- TOPCHORD 2x45P 165OF 15E or 2x4 SP No 1 w 2x4 SP SS(flat) TOP CHORD Shucluml wmd shearing dheoly appllV or6{W oc Turns, BOTCHORD 2x4 SP 1650F 15E or2W SP No t or 2W SP SS(flat) except end vc2.ls. WEBS 2x4 SP No 3(flag HOT CHORD Rlgld ceiling directly applied or 680 oc Crating_ OTHERS 2x4 SP No.3(flat) REACIDONS. All peadngs l]-it$ gin- Max H. 30=19(LC 4) Max Upllfl All arm 100 He or less et}unt(s) 16 ev¢pt 2'Y�56(LC 6), 28 (LC ])]9=, 2]=-9(LC%269(LC 7). 25=]84(LC 6), 24=-]84(LC TJ, 23=295(LC 6), 22='95(LC ]), 21-840(LC 6), 20-4339(LC ]). 19=958(LC 6). 18=959(LC ]) Max Grav Allreadloms Olbork atlolM(s)30,16,17except22998(LC5), 28=986(lC 4), 2]=933(LC 5), 26=932(LC 4), 25=91](LC 5), 245II(LC 4b 23=928(LC 5), 22=926(LC 4), 21=W3(LC 5), 20=W3(LC 4),19-1 9l(LC 5), 18=10W(LC 4) FORCES. (N) - Max ConoWro. Ten - All Tracer 25D No or kss excepl¢Ten shown TOP CHORD 1-2-3(r2/362, 2�763/]63, 3-0 269/269, 45-669NG69, &7-6261626, 8-Y 71597, J 1&11=51&558. 1112-35 86, 12-13�24MOJ, 1&14=-524324 HOT CHORD 2930=314/344, 2&29=-5!r 550, 27-28=250cSO, 26-2]--593RA9 c 24-25� 25 . 22-23=£61/66121-2Y 2filcoU 20U1=T45944,1&20-349344, 1&19=-94.M942, 1]-18--543eA2 __ \\ WEBS 328=9]3/86], 526=-919/812,]-24=909W r,&2 9151808.112D-%0/853, l3A8=1)Gle]3,&29=1283M283, 5-27=1211/1211,7-25 119111191, PSE...... 9-23=120611206,11-21=126911269, 1&19=-143411434 NOTES- * 1; ) Unbalanced floor Ne leads have been conA]¢red tor(hls desgn. 2) All 4x5 MUD ledoord �. A ............................ �MARCOS A. HERNANDEZ% plates are unless omeiwNe 3) Gable Terms continuous Iw(Wm tlwN ceamg_ ••••;••••••••••••••••••••••p••• 4) Tines toce illy shered from one race or securely brord against eteml mwemerd p e. regional web). 1 Q 113878 5) Carle sells at 14o oc (�1P�.e`�ICE 6)Prwlde mechanical co neclon(by Nhesn or tours to beamg plate Capable of t»MstaMing 1001n upon at lolnt(s) 16 except(Vio) NSE:*#1 1 FS ..........CIN 29=8%, 28=854, 2]=]99 2rc]99 25=T8y 24--]84, 23=]95 22=795. 2l�4 , 839, 19= ,18=959 1\�S(�NAIE�- T)Ttis buss Rs been desyned M along drag cad of 3W plf Lumber DOL=D33)Pele pop DOL=H 33) CmneOWss to recant drag loads aMy ColorclmN mom 0-0-0m 17-11 3 for 3W 0 pR 8) Recommend 2x658o hanks, on edge, spaced al 1" 0 oc all este tl to each Ross worn 3-100(o 131-X 3")nalK COR F-12513 Simlgba0.5 to be 38aclrer to walls at their Miller ends orm restrained by olher eans 9) CAUTION, Do not erect tmss backwaNs November 15,2024 PAGCmG Poea sa.loMsewan,s¢ MiTek® 0 le-lpeseloosa, -are,c IrO511111.oe.e- Jabvss �Tvss TYPe Dry Ply UNIT 14/UNR23 R853528 5 UNIT -14 mv,12 FLODR SUPPORTED GABL 1 1 )) Job Q41 MIT cGlgq)sOiAs, Ix Thu Nee 14112918202, Page 1 Builders Firsl3axce (Cart ,TX), CartoCbq TX - 5806, 630s 26ID24 MRe2fifiddLL ID:] iFna2j8MlTsWO9yWJdjZRICTPSBTOHg3NSgPgnL8w3uITXbGKKYCDoi]JIZICW 0.1A TV 116 11 i 43 II 1,aR II I So II .a 13X1 1. 1.3 II 1A] 14a 1. 3efi FP- 9Y3 N U6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11 18 19 28 41 In — 40 39 an 3] 36 3S 34 33 32 31 30 29 28 Z! 2fi 25 24 23 22 21 3x4= 2x411 .4 36 W= A4 .4 H .4 11.11 2x411 3a4= ,R II 1'0 II 214R 2. Plate Ofluts(XY) j3 DAT.E0gej,[50-I$Edgej, U DT1 EOgej,[9.0.1SEJgej,[110.1A,EOgej,[13 TIT.E0ge],j160.YBE09cj,[180.1b,EA]ej, j240-1$EUge), j260.18 Emig 12801A Erael 1300.1E EUoeL 132 0.1d Edcf1. 135.0-1N Edml. l37 0-1A Error 09.TTA Ford 141 T" 0-1-81 142.0.1-801SI LOADING (psi) SPACING- 2-To CST. OEFL In pea Dreg t/0 PLATES GRIP TELL 400 P6(e Gnp DEL 1 W TO 015 —(LL) Na - we 999 MT20 244/193 TOOL 250 LumOe/DOL 1 W BC 814 Ve D, Na - ar 999 BCLL 00 Rep Socc Ina NO WE 052 HoRgGD 001 21 DO Na BCDL 50 Code IRC2021RP12014 MaOdS WeIWL 128In F7=20%F, IISE LUMBER- BRACING- TOPCHORD 2x4 SP 165OF i5E or a4 SP No 1 or 2W SP SS(flat) TOP CHORD StOcluml wood sheathing directly applied a 5TH) CC um., BOTCHORD 2x4 SP 16501' 15E Or2W SP No 1 or 2W SP SS(flat) except end veNcaIs. WEBS 2x4 SP No 3plat)'Excep- HOT CHORD Rlgo telling tlrteNy applied w 680 OF Ceasing_ 1-0 20.21. 2x4 SP 165OF i 5E or 20 SP No.1 m 2W SP SS(flat) OTHERS 2.4 SP No 3(flat) REACTIONS. All bearings 234 8 (ID- Max Horz 40=38(LC 4) Max Upllfl Mi.pM 100lb or less a ,nt(s) 2l exrepl39- 42(LC 6), 38=839(LC ]), 3 789(LC 6), 36=]89(LC ]), 35=]]i(LC 6), 33=]]i(LC T), 32=]6](LC 6), 31=-767(LC ]), 30=T]2(LC 6), 29=T 2(LC ]), 28=-]93(LC 6), 2]=T92(LC ]), 26=A46(LC 6). 25=E45(LC ]). 24=9]6(LC 6), 23=-977(LC ]) Mai Aft ma .2501bor F.Sat)omUO402122extxpt39-98'LC5), 3"URC 4).3 923(LC5).36=923(LC 4), 35=904(LC 5). 33504(LC D) 32,ADGUC 5L 31=J00(LC 4).3 906(LC 5), 29-9U6(LC 4).28 J26(LC 5A 2]=926(LC 4), 26=979(LC 5), 25=9]9(LC 4), 24=1109(LC 5). 23=1115DO4) FORCES gb)-Max.Comp AAm Ten - All firre525D DIR or Imss except when sbuvm_ TOP CHORD 1-2-345/303, 23=T45]]43, 3-0 264RNM, 4�66V664, F7---630530, 8-9-614514, 10.11=EIXM603.12-13=586/113-15=251251, 1S16=-5OW549, 16-1-340901, Y--55]556 17-18-45T,160181 BOTCHORD I 9=--555/555,3 7-518/589, 3335-604/60431J-61651E \\\` 2930=633039, 2]-28 04670, 26F2]=270270, 2526=]5N]59 24-25=359/359, OF....'t 23-24=9]55T522-23=-5Ts5]5 pSE 11 'qtr WEBS 338=959/85253fY-90W802y33-891]r84931=-8]9B0, 112'x-892/]�, I GjSC •, If 112]=913/&IE 16-2`.c-965,858, In 23=1t01/99t, 339=12mm26553]=119]/1198, / /4� ]3`.r=11]2/lei]293 11GV1166, 1130=11]4/11]4, 13-28=1202M203, / .. 16-2fY12A/i2T]. 1824=106(/1459 ..off / ...........................0....E /MARCOS A. HERNANDEZ/ xoTEs ....:......................:... / 0 Unbalanced Door We wads nave ceen conswered rorllris desyn. 2)Al=a are 4x5 MUD unless offeran, bvJpanal 1 113878 f' 3) Bable bonom Marc! Dean, 11 0,4; ;</CENSE ORIFICE mntmmus -"*,,%'f I1 FSS 4)Truss Wce Wily sheathed from one Mce or secureN bated against Stood movement 0.e-a®gonal eeb). ...LC', %\ /ONAIE�- s)Gable studs spaced at l-0Sm 6)WwMememanlcalconneLion(Iyotlwus)oltmssWceangpMtempablemvMt WmgloOlb WlMalpings)2lexcept(Vib) 39=842, 38=839, 3]=]89 36=]89 35=T11, 3YRl, 32=]6], 31=]6], 30.T]2 29=T18, 28]93, 2]=]92.26=84E�55 25245]6, q_p p COR F-1 Y9 LJ1 J ])Th. buss Isis been deagned for alotar drag bad o1300 PIT Lumcer WL=T 33)Plate grip DOL=H 33) Connect Wss to mastdmg November 15,2024 ,Rn,noanihalUMUHdPI Amin DOW 0 b23dT fir300 O n8 Aea 6 V"Nepn �eeomledREADHORESONTHISAND Warren .nexREFERENCE vCENIF Uml.FR KDaffaneuse. �-edear-llanaiaceaeaeen .,a meu�mm •veIX MiTek® el—me aeaiNm ny traog Naessrmm u NSUT oionayc amtiwnalwm'.Ptrnun) aneaesiomwme Comvonem SoRoInNeafim miaue rromme swnmelemwog component Aaxouxm puxwseoeomRnenm om)sU 9167x3571/uocl,na n Jabvss �Tvss TYPe Ory Ply UNR 1E/UNR23 R853528 5 UNIT-10 KVi02 FLODR 3UPPORTEo G4BL 1 1 [p�tp j Builders Flrsl3aace(Cano ,TX), CartoCbq TX-5006, 630s 26202E M7Z/6ISZ, Ix no Nee 1E 1129 182024 Paget ID:2NUIFnaj MRsm109yWJdiZR�NB70Hg3NSgPgnLU3uITXbOK Doi7J1 JCW NOM 8)Recadmen02a skon, a, on edge, spied at 1M 0 and tasfeW to ea[N Vuss wM Y10tl(0131°X3°)nal5 StrmgUatl to Ue attach toetal6 at8 roNe/ ends m rest2ldecl W oNet means a i.Ma,se.ro es�n,a MiT/enek® tr.� �e,° nm-n�m�� -Me--1 rr."--m-) Jab Tn•e �Tvss TYpe UNIT-14 QAN KmVi03 FLODR SUPPORTED G4BL Banned regg nee(Cen ,TX), Carrolton, TX - so06, I act 11 4x5 = 3 Dry PN UNIT 14/UNN23 R85352856 1 1 Job Renerence1gr115MF's, Ix Thu Noe 141129192024 Page 1 630s 2no aand fifiddLL ID:]NUIFna2j0MlTsm109yWJdjZR�NB]OHg3NSgPgnLU3uITXbGK Doi]JIJCH s®tr=r15a 1 Sd II 4xa = 1 sr� II 4 ]3`4 11 14 la 12 11 10 9 8 v4 II ass = 3.4 II m5 = 3.4 11 1 sz1 11 n4 II 41a B-1A Plate Oflsets(XYl- 1 EdarGATI M STSEdi 150.1AE I R1:0.1AEO,ed 13TI-BEdvd 114Edki LOADING (psi) SPFCING- 2AU C51. OEFL. In good bi= Oil PLATES GRIP TCLL 600 P6te or, DOL 1 LO TC 015 Vat(LL) Na - Na 999 MT20 244/190 TORT 250 Lu—OOL 1 W BC 018 VaRCT) Na - we 999 BOLL 00 Rep Stru Ina NO WE 0B4 Hm(CT) 000 8 Na No BCOL 50 CoOe IRC2021RP12014 MatdkP Weight 461b FT-2 F,tt%E LUMBER- BRACING - TOP CHORD 2z4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(flA) TOP CHORD Sncludil wootl sOeaNllg doeM applied or6-0A oc pulllns, HOT CHORD 2x4 SP 1650E t5E or2xd SP No 1 or 2W SP SS(flat) except eM veNcels. WE 2x4 SP 1650F L5E or2W SP Not a W SP S5(flat)'E ,or BOT CHORD Rigid ceiling directly applied w 6-0-o oc hating_ 3-13,"1 a4 SP No 3(flang OTHERS 2x4 SP No.3(flal) REACTONS. All Oeaflngs&IN. (lot - Max Uplift Ali up8R 100 Mor less al}unt(s)except13=1083(LC 6),1Y-1080(LC ]), 11=1210(LC6), 10=1215(LC ]) Max Glav Ailreatllom250loorks aljoiM(s)14,8,9exceptt3=1225(LC5),12=1211(LC4),11=1345(LC5). 10=1344(LC 4) FORCES. go) - Max Corn, Max .Ten. - All Are, 25D Vo or less except widen added 1 TOP CHORD -2�63t362,2]23r263,3-0=3531313,45�0]/44],Sfr800/Z60, 6-]�00/4W BOT CHORD ib14=363C%3,12-13=]53053,111T�PM53,10-it=1200VCDD, 410=EWI80D, 8-9-_tOW4C0 WEBS 112=1197/1093,&10=1331UM2 TT3 1603/160$511=179111791 NOTES- 1)UnbManceofloorWeleadsnaveItemcm eR lorthi de n. 2) Cold& regulres coNlnuous bNtom add ce vid, a) Truss to ba only sheathed! (roar one race or searery hacM against laletal novemem (1 e_ dropped! way). 4) Gd=edds spaced at 14o oc 5)olrrt114e, canonical cotp111 offiross to Bado plate capable ofvnNsiaMing 10831D uplMatpint 13, 1080 I0 uplift at FPSE OFTF >t�1 215 In of 6) Tb@trusslras been Cev, ed nor a total drag lead of 300 pR Lumber D L-{i.33)Plate gnp OOL=(T33) Connect Wss to rest U2g loads 1o8am nmm 0-0A to 8-1A for3W 0,,V j GDS/•• �) akmg clroN ])Recoarmend2x6ayorglecl6, on Mge.spxdal1 Docartd tetltoewh LusswM3-lW(Oi3l'X3')nal6 * -StrorgbacM W be allaciced to v2115 al Beer order endsdo m resBalned by critter Read %• •9••••••• ..............:.... �MARCOS A. HERNANDEZ% 1...•. 113878 :... COR F-12513 November 15,2024 4 ny P.�metrna4n��Tesn. re5 n tnnen.rre.nameaeeP. e.,.,,re., 3aocmeoar, �a �a MiTek® �a� ro ny traog 9ueance rega title fir. ce',yyce„s ffie u aw ouany cn amtiwnalmm'.Ptrnunl ww rysn and acsl Beaag Co,p,-nr salary laneaden —ipue rmmae Saeoe,faoMogor.aeal p . a�0�+e' eomm�enaom) yIn 1ss1111 lhlo Y.smn Jabss �Tvss TYPe Dry Ply UNIT 14/UNR23 R853528A UNIT-+4 iO4 Flom Suppotlel Gade 1 1 )) Job RererencGlgq)s0i�, Ix Thu Noe 141129192024 Page 1 Builders Hrsl3aace (Coal,TX), CartoCbq TX - 5006, 630s 26ID24 MReeii fifiddLL IU:]NUIFna2jOM1Tsm109yWJdjZA�NB]OHg3NSgPgnL8w3uITXbGK Doi7J CW IF1-8 +a,t 11 IF1-S 1111.311 219a 3 41 i':3 ^ s®1e=1-+o3 9 3x6 0 l ] fi 3:4- 1n311 3.6- 3615 3615 In LOADING (pace) SPACING- 2-0U C51. GEFL. In goa 1= Oil PLATES GRIP TCLL 400 P61e or, DOL 1 W TOO W Ved(Ly do - Na 999 MT20 244/190 TOUT 250 Lumber DOL 1 DO BC .go VSd(CT) Na - the 999 BOLL 00 Rep So Ina YES WE 004 Hoa(CT) 000 5 Na Na BCDL 50 Code IRC2021RP12014 Matrk-R Weight 19 to FT=20%F, it%E LUMBER- BRACING - TOP CHORD 2x4SP1650F15Eor2x4SPNo1w2WSPSS(0A) TOP CHORD Srucludil wootl sheathing dinally applied a ST,15 oc Wrllns, BOTCHORD 2x4 SP 165OF t5E or 2c4 SP N, a2x4 SP SS(0ag except end veNoals. WEBS 2x4 SP 1650F 15E or 2x4 SP No 1 ce 2W SP S5(0al)'E Ptr BOTCHORD Rigid ceiling direNy applied or 1 M 0 cc anciM ]3;5-9 2x4 SP No3(M) OTHERS 2x4 SP No.3(0al) REAC BONS. (size) 730.15 S 15, 6=J815 Max Core 7=]8(LC 1), 5=113(LC 1). 6=188(LC 1) FORCES. (M) - Max CompMax .Ten .- All Agrees 250(N) or less except Men sham_ NOTES- 1) Gable n polrea UioN s continuous bolloTen., 2) Truss W a, only sheaMeJ trom one race or teonrel, bated agent laleml underrate (1 e_dial ed,b) 3) Gnbk sNds spaced at 14C « 4) Recomunen02X shagbacks, on age, spaced al 1" 0 de and Re tened to each truss vath 3-100 (0131"X 3") nags Sh argod s to be attaches to xalls al their order ends a restrained by other meats. :♦ MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 15,2024 Pvcro aa s Mill .ewatrn.,0.sr.e "I-Fes„/Mte.--, � eveom°�e nun-1-n �mmw��91 cialae Jab Tn .� �Tmss TYpe UNIT-14 N/III KmWOS IT—Suppotle!Gad. enders Eogg n..(Cana ,TX), CamoBon, TX - 5006, Oh, PN UNIT 14/UNN23 j R85352858 1 1 Job Mllerence/p.�11s0iA5, Ix no Noe 141129 19202, Page 1 630s 26ID24 enZ, L ID:] iFnaj0MlTsm109yWJdjZR�NB7OHg3NSgPgnL8w3uITXbGK DoiTJI cw 2150 3 3x4 5®n =1Y03 3x4 II 1:A3 II 3x4 II 29e 9b Plate Offsets (XYl— 11Edde 0.tAr f4rEdoe 0.1-Bl ffi Edoe 0.1A1 LOADING (psi) SPACING- 2" CST. GEFL. In (be) M= Oil F-CFE9 GRIP TELL 400 Plate Grip DOL 1 TO TO 002 Ved(LL) Na - Na 999 MT20 2"190 TORT 250 Lingloa OOL t W DC 002 VcU(CT) Na - we 999 BOLL 00 Rep Stru Ina YES WE 0D4 Hoa(CT) 000 4 Na Na BCRL 50 Code IRC2D2VJTgh014 Mairk-R Weight 1811, FT=20%E 11%E LUBBER- BBACING- TOPCHORD 2x4SP165OF15Eor2x4SPNo1w WSPSS(flA) TOP CHORD Shuc1u21 wg wood sheaNindirectly applied or2-9b ocp pins, BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No1 a 2x4 SP SS(flag except eM veNcels. WEBS 2x4 SP 1650F 15E or 2x4 SP No 1 a 2W SP SS(0a1) BOTCHORD Rigid telling dlreNy applied or 1 DT 0 cc Omnrg OTHERS 2x4 SP No3(flat) REACTIONS. (size) 62M,4=2-9b,5=2-9b Mav G2v 6=83(LC 1), 4=91(LC 1), F 188(LC lI FORCES. (10)-Max ComplMfit Teo-Allbrces250(i0)orkssexceplwlrensM1mvn. NOTES- 1) Gable requires cathode, ONlom Chad! be,ain, 2) Truss to ce Niy sneaMM from one Race or securery braced aga nst lateral movenear (Le. diagonal veo). 3) Gable studs spaced at 1-0-0oc. 4) Recommend 2x5 strmglade,, on edge, spaced at 10C 0 oc anal astened to each Buss w0b 3-00d (0131-X Y) raft SuargbacksM be allacRV to v211s at Mar order erred a restrained by other means VV :R n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 15,2024 MiTek® Symbols PLATE LOCATION AND ORIENTATION 1f2L�lIT L+I W Dimensions ionsaeplate on joint unless xnt offsets are Indicated , Apply pions are in h sidesinusioft, hs. Apply plates to both sides oP tmss and fully embed teeth . Ogee � F For 4 r 2 orientation, locate p ates 0-'�d' from outside edge of truss, This symbol inCoates the required direction of slots In connector plates. "Plate location detalls available in MITek software or upon request PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicatedin the symbol shown and/or by tax[ in the Bracing section of the output User orlbredng If Intllcatetl. BEARING Indicates location where bearings (supports) occur 4cons vary but reecdon section Indlcatesjolnt number/letter where bearings occur. Min size shown Is for crushing only Industry Standards: ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal Plate Connected Wood Truss Constmction, DSB-22 Design Standard for Bracing, BCSI'. Building Component Safety information, Guide to Good Practice for Handling, Installing, Restraining & Bracng of Metal Plate Connected Wood Trusses, Numbering System 61 1 tlimemlom shown in call) lx[eenMe (Drawings not to scale) 1 2 3Jolnt lO TOP CHORDS typ � e WEBS L33 Qv 4 k 0 u 4 Y s 3 u U OF ca css � a BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. Product Code Approvals ICC-ES Reports, ESR-1988, ESR-2362, ESR-2685, 5SR-3282 ESR-472$ ESL-1388 Design General Notes Trusses are designed for wind loads in the plane of the truss unless othenlvise shown Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by Others. 02023 MiTek®AII Rights Reserved M mi Te V MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023 A General Safety Notes Failure to Fallow Could Cause Property Damage or Personal Injury 1, Addl[ional.tadlllry pricing for puss "tam a 9, dlagonel or x-bracing, Is always requiredsae scsl, 2 Truss bracing must be designed by an engineer For wide puss spacing, Individual lateral braces themselves may require bracing, or alterni Tor I bracing should be considered, 3 Never exceed the design loading shown and never Stack materials on Inadequately draped tmsees. 4. Provide cold 89 of the truss design to the building deadens,, eracticn SupeNlacq properly owner and all other Interested peRles, 5. cut members to bear tightly against each other. 6 Place PI Ras on each face oftmee at each joint and am led fully, Knots and Wane ajolnt local ons are regulated by ANSI/TPI 1. 7 Design assumes trusses will be suitably protested from the environment In scoot With ANSI/TPI 1. 8 Unless othemIse notetl, in of stile content N lumber shall not exceed 19%at time of fabrlost on, 9, Unless expressly noted this design Is not applicable for use wIN fle retardant pressrvelve treated or green lumbar 10. Cam par IS a non-stuctu,R Consideration and 18 the reeponslpudry of truss fabricator. General credits Is to cembertor bead load den ePllon 11. Pike type, Sue, cremation and location dimensions Indicated are minimum plating requirements. 12 Lumber used shall be of Me species and else, and In all respects, equal a or beder then that stapled. 13 Top chords must be sheathed or purling provided at Sparing Indicated on design. 14 Bottom chords Moans lateral tracing R 10R spacing, or lees, If no del Ina I9 Installed IN... RneNvls. notetl. 15, Connestlons not shown are the responsibility of others. 16 Do not out or sitar trues member or plate WQnop[ or or approval of an engineer 17, I nstall and load vertically unless Indicated Premise 18 use of green or treated lumber may pose unacceptable environmental, health or perform once Asks. Consult Wlth project engineer before use 19. Review all potions of this design (front, beck, words and pictures) before use. Fw eWing actures alone Is not sufficient 20. Design assumes mendasture In accordance Wlth ANS[TPI1 auaitycrdtena 21, The design does not take Into account any dynem It or other loads other Her nose expressly Stated, CHILDRESS ENGINEERING SERVICES November 18, 2024 Grapevine Brownstones, LLC 15441 Knoll Trail Drive Suite 150 Dallas, TX 75248 Re: 250 East Dallas Road (Building 5) / Grapevine, TX Lot Block Plan Building 5 To Whom It May Concern: 2505 N Pl . Rd Su 4 00 Ricbards®,' 75082 214 516630P 214 51L631P wwwrss81oba1com This letter authorizes the following plan, designed by Childress Engineering Services, in accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been designed to meet or exceed the specifications stated in the 2006 International Building Code, the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33, and currently recognized engineering practices to be utilized at the project listed above. Calculations for the above plan were performed based on the following: Subdivision: Grapevine Brownstones - Phase II City: Grapevine, TX Soils Lab: UES Professional Solutions 44, LLC Soils Report: G241485 PI: 40 Qu: 1500 �GINEERING 3F If we can be of further assistance, please give us a call. We apprvbjoji114yto be of service. OP�'� ��P,.� •.1gsit/ �s Respectfully, .`.......... .......i.'. TCNY H. CHILDRESS •e 72029 ` i ..:..................... x F Tony H. Childress, P.E., S.E. F-7422 w .ces9lobelxom M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 12-31-2025 08:26 AM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas Street (Building 5) Grapevine, TX Jay Stewart Grapevine Brownstones - Phase II Building 5 1 General Ticket Information Task Category: Foundation Task (Ticket Type) Pre Pour Ticket Number 25722199 Due Date 12/31/2025 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Superintendent Email Pre Pour Type Inspection Slab is ready for inspection? Yes 12-31-2025 08:23 AM Page 1 of 3 !F0 Date Submitted: 12-31-2025 08:26 AM Submitted By: Childress Engineering Services, Inc. Residential Inspection Form Type of Pre Pour inspection? Site Detail Notes Additional Notes Inspection Date Inspection Result Photos: Post Tension Plumbing repair was being fill as I was inspecting Other Issues Noted: Clean out cave-ins / Remove Debris from beams. Secure poly. Ensure chair cables on plumbing. Also, we found the foundation to be within industry practices and approve it for pour within seventy-two hours of the time of approval. 12-31-2025 Passed & Maintain 12-31-2025 08:25 AM Page 2 of 3 !F0 Residential Inspection Form Date Submitted: 12-31-2025 08:26 AM Submitted By: Childress Engineering Services, Inc. Page 3 of 3 SC1-IAUMBURG ARCHITECTS. PC January 5, 2026 Architecture Project: Grapevine Brownstones Phase 2 250 East Dallas Road Grapevine, TX 76051 Project #2130-B Fire Separation Wall Approval UL Approved Product Submittal Schaumburg Architects has reviewed the attached UL tested fire separation wall penetration detail W- L-2342 and has approved it for wall penetrations between the individual units for the above project. A ED ARO �5 N soy gT�OF 8432 BLUE HERON CT.., FORT WORTH, TEXAS 76108 TEL: 817-991-0132 EMAIL: M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 03-12-2026 01:07 PM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas (Building 5) Grapevine, TX Brooks Peterman Grapevine Brownstones - Phase II Building 5 1 General Ticket Information Task Category: Frame Task (Ticket Type) Frame Reinspection Ticket Number 26731620 Due Date 03/12/2026 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Superintendent Email Frame Inspections Site ready for frame inspection? Yes 03-12-2026 01:02 PM Page 1 of 2 !F0 Residential Inspection Form Site Detail Notes Inspection Date Inspection Result Building 5 F&SW: pass 03-12-2026 Passed & Maintain 03-12-2026 01:05 PM Date Submitted: 03-12-2026 01:07 PM Submitted By: Childress Engineering Services, Inc. Page 2 of 2 OWNERIDEVELOPER Grapevine Brownstones, LLC Greg Gifford 129 South Mein St, Ste 215 Grepevine, TX, 76051 PHONE 4694B7 (D'l GGiff,Xd@nucNicapRel.com STRUCTURAL ENGINEER Childress Engineering Services Rod Stede 15MN Greenville Ave Ste IND R,&."SOD, TX 75061 2114451-6630 Cade@ceegI.lCG.COm ARCHITECT SCHAUMBURG ARCHITECTS KENSCHAUMBURG 8432 BLUE HERON CT. FORT WORTH, TEXAS, 76108 PHONE 817,929.2389 JEFF@SCHAUMBURGARCHITECTS COM MEP ENGINEER LARRY BLACKMON, INC CIVIL ENGINEER Kimley Horn Lon Lusk, P.E. 400 N. Oklahoma Dr., GOO, 105 Cellnie, TEXAS 75009 PHONE 972-704-1176 LOri.Luek@KNnley-HOm.mm REGINA KINNEY, SENIOR PROJECT " -- -I-- 6716AZLEAVE. THESE PLANS ARE NOT FORT WORTH, TEXAS 76135 REVIEWED FOR HANDICAPPED P X817-238-9804 ACCESSIBILITY FAX8NA@ LACK ftEGINA(�BLACKMONCONSULTINGC vminCCrta.wm GENERAL NOTES 1 A .. - Pz a N�m.menR<eleem el wee Pmve B Enee xe�m.ha na.a wa -. eexM Okla be.aelaaeawaxxa avh TyPexe.,.b..�aea.PAnA., haaa w.meee Pm. eee'. m..Amd.a ,N.aPaa..wh'.h.aa.g� a e aDlaa,.a•w.amaale ... -RA ATER ae a - I ne rz d� m.. bo m Pd -. n -1.ei. moex+bme w na wea NraueA amuntl ba pabw B ue M1 aaa aa�nm.a,boe moao.e mmaa.m aapxal .xeP nears -n u.m 'amaw aMa M1a ooe.n e. awM1mlwl.erea.Pp i R-Value vINI—Ialem IvpemMbeN Mwilenyrva. R 2B walk wvgepmymam ieaumlivn wiN nvrvvenmtl attic. Ireulffivn baMwnunite lnautl cavM lv be rvvAwvdmmeetax n ilmgm be imulaW wah6 evraylvamly vvvxlmee aM1ard Nv ineumbvn in eleraivrwalM alBininxairy 1g.All sGximeaRaalo becemenluoewnel RaeM1Vbuxpined caulPSJeO Fire Reviewed 12/11/2024 12:13:09 See comments in MyGov ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND CODE REFERENCE CODES IN auILOwG EE ECT 2B21INTEROAnONU BUUANG CODE BEC) MCI ELECTRICAL 2D20 IMEWIATIONAL ELECTRICAL CO DE PLUMBING 20211NTBI AIION PLUMBING CODE UK) AND N151NTERNATIONAL FUEL LODE ACCENSIBILIIY iA9 ENERGYCOOE 20151NTERNAbONAL ENERGY CONSERVATION CODE BOCCI 2D211FC RU Ecuesf ipHax mRNI� ROOST A wxle EDBOwNRODeE REED IT IIN CLASSFLAlIONRpN TYPE TO be Approved by 3rd party review PROJECT LOCATION PHASE 2 DRAWINGS a ��� T grsl L— NO TREE REMOVAL PERMITTED PRIOR TO WRITTEN APPROVAL INFORNaTIONALNOTES ALL CHANGES REQUIRE APPROVAL OF REVISED PLAN CONTRACTOR SHALL CALL FOR INSPECTIONS (817)41IF, 010 CONTRACTOR REGI TION WILL BE REVOKED UPON PE M T EXPIRATION. CONSTRUC1 HOURS 7:00 A.M. - ':' 0 P.M. MONDAY - SATFINDAY ONLY NO WORK PERMIT —BID ON SUNDAY NO UNDERGROUIQ PLUMBING OR FOUNDATION W(R ( PRIOR TO AN APPROVED F)I IM SURVEY SEPERAI E PLUMBING, MECHANICAL E`ECTRICAL AND SIGN PERMITS'MLL BE REQUIRED. C0 W Z 0 rn Z 0. I,co Z $E ■ �.,raw n-n-x • COVER Buildings, Unit15 131.15 v F On Z O InLO0 30�-- 200 m m N C ~ O'—QC/) M iY O 00 U U Q W c J V Q O UoZ o3: W N N O N -- W E a--�----- - - - :- - -- — --- —=— — I l}- — £ I EAST DALLAS ROAD —_ EXIST ." S 5. _ � 4:.� — E%ISi ."- - - ----—BJ,_— � II O.P.R TC.T 13 12 7.70 INAGE EASEMENT //////E%ISTINO 24' PUBLIC ACCESS, UTILITY_ �». I EXIST B" 5.5. / INST.&NORD222344D7 C.PRTC.T. ` - o a LOT 1A, BLOCK DI BUSINESS PARK ADDITION �`- INST. D22 O, O.P.R.T.234407, C% (ZONED: TRANSITT. pIS1RICl) � 16 10.8E o I I I a II I— I 1 1 1 Id is I iL 10 U E ' EXISTING 24• DRAINAGE, UTILITY, & / ACCESS EASEMENT) I I LOT 1, BLOCK 1. HASTEN ADDITION CABINET A, SLIDE 12126, P.R.TC.T. OWNER: .2. MAIN, LP (ZONED: TRANSIT DISTRICT) MATCH LINE SEE SHEET C-yy081I V 68.2. .LOG 5 15 1] 44.83' L eLOc s 18 14 20 21 44..3' L .EDZ B NOTES N1­o� H (]% LONaluo Nn� sLaPE MAx) - 1 A D.BN. $ 1. S� t / �I PUNS) J// rL �10' UTILITY, DRAINAGE, CENtEa5�9osM wASK g- ME OR CEMENT 1RFAtFD TRASH C &SIDEWALK EASEMENT p{y PAD n I ,� PAVING SECTION A -A 2 50 5. CN C RIC DIM EASEMENT `VMWE T pa E E 02180]1509 O.P.R.T.C.T. I_ Pwis _iIF j zss (Doc) _ LONG 1u a aPE uaq P i ary L a PARK xa Ig PROPOSED 5' UTILITY E' X� EASEMENT L5UEWFWIK K ' R j' VAE2 05 uNs) EE i `W Pm11ERs BOT1 WAlS B^ SMWHED OR LtlJVW1T 1REATEo LOT 5A, BLOCK 53 z s3 c ORIGINAL TOWN OF GRAP-E PAVING SECTION B-B INST. 10. 122121.D0., O.P.R.T.C.T. OWNERI D.L. ROGERS CORP. (20NED: TRANSIT DISTRICT) AMEN ON TRASH IA — SEE 14 PAD PI A-2.82' (BOG) Im I I 18.00' (SEE SEC o x 4 4�>)ON. I ORIVEWAY� `DRKWAY 6" MOUNTABLE NTERs BOTH 1WAK CURB PER DETAIL N ER BROOM SHEET C 42 AK s MAIL BA IM at CEMENT TREATED • ' . 32.0o' =la.cp' PAVING SECTION C-C 1.00 (SEE SECTION „Ts UTILITY EASEMENT - 'leoo•K z=IEE � vT ss 'o �-I 0 ( ) 16.00 IV �—1 _ Oc m 1�1. I 260' (B ) ---..00' LOT 1R, BLOCK 1 oR VEwnv UN RT�S � EA11-1 RRooN • I &H ADDITION cENTERs EaTH w oR cEUENT muTm o I CAB. A, SLIDE 10901, B'uME P.R T.C.T. 1a.0o' OWNER: BHA REAL ESTATE PAVING SECTION D-D HOLDINGS'C N,s _ (ZONED: TRANSIT DISTRICT) -�1E" (Eoc) BENCHMARKS 1..00' -yyo �249' (BOG) ''^z� ,.z fzC'""z �TlTHE SOLwaut AOINc THE Am 8;00' Txe DoevrenTnu nAsa. „ %E1.1 NI1PA- ENT WAv. 32.00' > E„rsox�ucwurwwrvlH t800'• (SEE ON $ Aucxuccsws+NEArPNoveo. T OF THE SUO.EDT N W*E s it lr 20 �.I L 10.51' (BOC) 249' (BOC) — — — — — MATCH LINE SEE SHEET C-07 .—AF •:I BI9i� — — — azoo' - 7Ir�� Ii� �I BLGG 6 1R.00" (SEE SECTION a I r L y 5.35' �p, I � Ta oO 5O Ro - PROPOSED 5' UTILITY EASEMENT F 5Aa 5.39- (SEE SECTION LOT I BLOCK 1, BLOG 1 A -A) HASTEA N ADDITION L y 25 24 23 TRASH CABINET A, SLIDE 1212B, P.R.T.C.T. I PAD OWNER: 929 MAIN. lP ��----II - (-2.29' (BOC) (ZONED: TRANSIT DISTRICT) /I „ IIM// J 68.29' _ LOT 1R, BLOCK 1 � I M&H ADDITION CAB, A, SLIDE 1111, T. OWN ER: BHA RE REAL L ESTATE 5.39' _ o HOLDINGS LLC � N \ � (ZONED: TRANSIT DISTRICT) E E I 2.zz' (FCC) zm VARIABLE WIDTH 24.00' DRAINAGE & SIDEWALK BLD226 B (SEE SECTION d MAINTENANCE EASEMENT A -A) QE 28 26 — — _ EXIST GRATE INLET—', ' 3 — EAST NASH STREET - m _ EXIST 2X5 ftC8 GRAPEVINE MUNICIPAL COMPLEX BLOCK I LOT 1R (ZONED: GOVERNMENTAL USE) NOTES ,. ALLB�:,a,s�oNR�E.°FA�BFCMRBMNusBB„a�rnsENo,m- - _ — � 2Das°R—I «o MBR N BAN — o RE��B�MQ,�xsr,��.�.BE�NWBN�TB�M.sB�M� �RW�°E TN E PB=°NBRBN °E s (T% LBN°INUINRL -PE MAX) D.B s 8 xv Puxs) D< BRBBM 0 BLu,EaS�BOBM wPaK 6 UME OR CEMENT TREATED T a PAVINGSECTIONA-A iog= Nrs ^\ zk'Rg6 aM.Esx (� Lox 1—NA�`.gcPE MAq PPRKI` o —I °.s FLARB SOEWA E" Y ® s ° °� _ BR N. NN,ER) BEBoix wArs 6^LI�c ORL`]e[xr ra[ATED PAVING SECTION B B NAB IConleyuHom OMEN Bx N — _ PI ux .Nc a L' RIh-- yo� FI M -- x —]DR WAY Y �' e l MOUNTABLE CURB PER DETAIL N ON ,e' CONCPflEA SHEET C-42 cENTceSABOTH WATT WTH Ea"ce BROOM uMB BEMENr a e Z N PAVING SECTION EC-C ZO d LL_ O U) J N zO 2xu'E- i Q Q co Ba Mwnr R. C11, ARENTERS B°TH wnT�s N ce BRDBN r/Y s «E DR CEMENT R o W L U PAVING SECTION D-D Z Z Mc O W ® �a W (n� cam. BENCHMARKS Q �Z = c� z o r THE aBEWAM, u°xc O f1 U Q r.TE mTxeAoeaTeA.AuwwMTw. IaPu wPr. 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Qi 'N> R CO ECOOK LD INTER POCKLELO COE ENERY�i R iWIH, EKTER OR GLASS PANEL SLIDING GtAS8 RI0R PEAN. GLA83 IAA mo PANEL IAYOOTS W VARY PER INFERIOR DESIGN PACKAGE SELECTED OOTSWING UNIT 2 -Cupo/a Are Level 3 Area � � Leve/ 2 Area � Level 1 Area FINISH SCHEDULE 8 1/s^= 1'-0^ C 1/a 1'-0" 1/8"= 1'-0" 0 1/8^= 1'-0^ DOOR TYPES 3/q 1/4 1,0•, as IT - Moe----- ------ 'Lou WATEERO NG _ v AN'NISN MATER OR EOVAL m - R °-1°' " ,} I _ y Z F M E -- = o I� o ED IUc oPro —= ray med ,D e ,aN. Cupola NNE _ A g - mFTl „ a9,N r ,a ra KB rtr .A ,< ■� �R,G ,,,,R, CUnit 15 - Levei 3 Unit 15 - Leve12 Floor Plan Leve/ 1 1/4"= -0" 1/4- 1'-0" 1/4"= V-0° y �•�9A1.15.1 n - III i�lllll," I I1�11 � I I • • = • ! • § ITHE GRAPEVINE BROWNSTONES 9 L Izs -N.., si c.eP.W T 7e051 € y mE canaEVNE BfiowrvsroNES—Ez 1ps A� N A R C H I T E C T S € - ❑III — � — M� rvUyh v rizs�i Y uui. 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I' T u L'i 6, —ld Imo.Mll- 2: YI 61 U.M., w. ­M fi-h—. .,,I W Li,it,ti,n elelTl I Ro>Za 14- 161¢mmlwiJewimmrueladeae$tenyanwiwumf. 1111411­1 "-AB2.0.z i I 11 111 II��I�� 11 11' 1[; 11111 II111 IIIL III ILIA III 11 11' — s7777 Bldq 5, East Elevation B/dg 5, Units 14-16,No"h Elevation B/d 5 West Elevation Bldg 5, Units 14-16, South Elevation a-1-o CAST STONE MASONRY DETAILS ON FRONT ELEVATIONS (TYP), NO WOOD TRIM UNIT 16 UNIT 15 H n 4 UNIT 14 U) �m w Z Q� 0 a � ] U Z � Z m W �. 0 gE a gE I U6 w Qw ■ �.�..�orvs.,,NRs,M,s.. "-AB2.5.1 UNIT 14 1 85 - Roof 114"= 1W UNIT 16 UNIT 16 I; "-AB3.5.' ,4, Foundation 3d Rear (2,, Foundation 3d Front 171 1 vs 3 12 3 opoP wsm 1? lz UNIT 14 FOUNDATION PROFILE UNIT 15 UNIT 16 VERIFY ELEVATIONS WITH FINAL CIVIL GRADING T "-AB5.5.1 FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS GENERALNOTES ABBREVIATIONS VALVES AND FITTINGS r � � or�EwcsN�n x u�owErHTirn.�sysrFMs oo w oE��.w use o°i.u�-- —A- e vuvE Ll IF— 1TnNo, ssiaTsioe N�a oreonoN "NTI IN Nrawuo.00�En wr vuvE rw*eor owr Eri�wo°. s am E„wnorrsrou�oinwTFssxuiaEPaATOFTxEowoiN far Nop.E °fwHEia� oNau mm,=m+sor oroFn n�oeramewrsw.w.sef..wecn°N lwnw 1. AN < E.c.NEcoN,aacToa swyomnrv*NEaarNRErTorAXLc r�.. o's"1XGs aPSFv Piss EmxE�— varss Ecwce swaESFmxxEcnw iFaEESTaxoiNor Nas raErwrEn <wawoNErxvuN� �moaow wue N wrn .wsFaLL,o wn nacEw"r ® m v s oaooEooaEsaEariamro Pauom+TNEwoaN. .csxsmum°Ns�v+ces, on a w,rmres, we O ��oamE-ac.oaw,awn"�vu�f oEwrF AT F.war N� nu IES coxsrM,sTroNw oEwoENF„uo au�oaPn To.w.�Ns,�.0_a o Ew I TIE msnw saa LINE TYPES '�°uT°`roTONOF1pE s sNFF.wF,.Fns�roaE�Ns.urm �N,NE.oaMucooasEOFxuE.,No �" oFscw.NnoN s. wwoFu.Tu,� ..woes°uncw.sEVNmnENT ess _ = en iwEn � Doff Dow„ �� PEE OEMoon,oN FIRE PROTECTION GENERAL NOTES sro s ` cn n A —El FAOTON.11.181 oa,. PE.ENT OF sys.E«o AN. rv+"�nNEVER is Es.�oGsNaP.,TEaN T. CCOMBINATION WATER/FIRE SERVICE ENTRY DETAIL This sheet to be reviewed by Fire Department CAMPOS "NOINEERING-J �>ssn INFORMATIONAL NOTES W Z O H z Z Ko w s< w v= a w 50 r Ws ■ »ww.ol aM a,bpl � INFORMATIONAL NOTES This sheet to be reviewed by Fire Department CAMPOS "NOINEERTNG—J re -"FPO.02 NOTES BY SYMBOL UNIT 14 UNIT 15 UNIT 16 CUN►TS 14-16, FIRST FLOOR PLAN 1 114^_ 7,_0,. FIRE PROTECTION NOTES„^. ,. .. .. INFORMATIONAL NOTES [AriH[aGi[ oN cc NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND PEHAPE­PPIPE This sheet to be reviewed by Fire uj z Department z 0 1g W W ve 9 W r Wsu i CAMPOS •�- "NOINEERINOJ ,FP1.21 NOTES BY SYMBOL FIRE PROTECTION NOTES ���a" [AriH[a oN cc UNIT 14 UNIT 15 UNIT 16 CUN►TS 14-16, SECOND FLOOR PLAN 1 114^_ 7,_0,. NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND This sheet to be reviewed by Fire Department INFORMATIONAL NOTES W z O U) z o �g W W tmeIL M 9 W r Ws CAMPOS •� "NOINEERINGJ dlaa an.. ,o FP1.22 NOTES BY SYMBOL FIRE PROTECTION NOTES _E, INFORMATIONAL NOTES NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND UNIT 14 UNIT 15 UNIT 16 UNITS 14-16, THIRD FLOOR PLAN C This sheet to be reviewed by Fire Department ,OAN TRUE r" "rINEE RINGS FP1.23 ❑ ❑ ❑ ❑ ly ❑ ❑ ° ° °I 0 0 UNIT 14 CUN►TS 14-16, CUPOLA FLOOR PLAN 1 114^_ 7,_0,. UNIT 15 NOTES BY SYMBOL FIRE PROTECTION NOTES =a " "m a E`roE s" TM k [AriH[a oN cc NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND F7 El UNIT 16 This sheet to be reviewed by Fire Department INFORMATIONAL NOTES W z 0 U) z o �g LLCL ve 9 W r Ws CAMPOS•� L; E INEERING J ro 77—TP1.24 0 LA °T [l - — m ILI, :TT T_ TMT­ _T_d� FMIN—ONALNOTICIB -4] eye one ............ m LARRY L. BLACKMON, INC. EOOO I I a >n�EyrR�y� N�c 6.f f C�ftfM . Yo l i�. i?e ail q-1 /}I�,•sam��ee� �I � of �IE�rlEia I Wn �m�.2f� I aS .ayq, � +m �s ale wi nc�m �I orzrtR I dlil cal 4Fdia I Ila 4y�01 Srriw6�care c�au — 1*may Joao 1 . r .'»uss ° 17—�—� rau�lmiu oo- i�vo I I I I 2 9 is 2 F Is I P' I '. A V I wui o�x I �� m 3i oPtlala.u. c�a.Re ctW 9 I mot.• �� ^ors t r#� e�,q �INF9RMhnorvFL aorEs e, zr'a �Ia m AM`IJTolMZ �1 VE I �o�vEry �oed ��II Im� im, 2 U) w z 0 U) z z m �a w zo a LLI F- a ■ uE�wwumn�onau •am. E001 I I 0Lighting Plan Level 4 Cupola 3/w— 1'-0" �d TElectrical Plan Level 4 Cupola C.Lighting Plan Level 3 3/16"-1'-U" TElectrical Plan Level 3 3/16"= I'0" -1 02Lighting Plan Level 2 CElectrfcal Plan Level2 3/W— 1'-0" CLighting Plan Level 1 3/16"- I'0" C9 Electrical Plan Level 1 3/16— 1'-0" I.—I — I —j LU o LLI z 0 z co �aF w z fio f sa aB m LARRY L. BLACKMON. INC ■ nr ■ tt[cmcnLNnwnts •am.E1.15 .SITE GAS PLAN 1 20' U) LU z 0 U) 0 c' was Z LU LLI 10 SITE ELECTRICAL PLAN 2 7- 20' I COI.JENSING UNITS e dIR HANDLING UNIT5 �INFORlM➢ONAL NOTES DUCT LINER DUCTWORK DETAILS (2 "' BRANCH TAP DUCT CONNECTION USER C ,ALb � IIIIIIII� IIIIIIIIIIl4 I w DUCT CONNECTIONS TO MAIN �� ` PRESSURE DUCTWORK + SUPPORT FLEX DUCT CONNECTION� TURNING VANE DETAIL FLEJC DOLT CONNECTIONS AND SUPPORT GRILLE, REGISTER, AND DIFFUSER SCHEDULE FRESH AIR CALCULATION5 MIT— I U) W Z 0 g U) O m w Z fio i oa Lu � �~ ■ mrnw. vl.n a m LARRY L. BLACKMON, pINC. � mpia.un. i�nzmua ■ tacwM-x Nprts'oErnUs ■ w.rs.. ivo>r��rrnr w M000 mm Mechanical Plan Level Cupola /��Mechanical Plan Level 3 r2 Mechanical Plan Level /,��Me�hanical Plan Level 1 3Lie"= -0" GV11—r-o• as/�e"=i-0" lJB/W—iIC A 7� ®_m. m y MECHANICAL SYMBOL LEGEND , KIN f wxn, aJ LEVEL 1 & 2 C XVAC DETAIL 3/16"= 1 IN—0— I.—I — I —j � i ■mM». .�aa m LARRY L. BLACKMON. INC (R-D- , ■ mw ■ tacwM-x wMumi�s ■ o�nmixn zm. READY L" 'HE NTENNER USE' OP N SHALL NE I LABOR THE GUASANTCE nrvo/ RED BY oN DaoervcrA(AouLNORUYP "AmrvcAN, FHE L.,AL SIDE uoeo FIDINC LAN oRAToerM (N C uL. En csn),'AN. Al.eP%LE To THE A"" I', IF CoMDN�ATRCIK AFLH FLAT F — PR TRADES AN THAT TUP VARIOUS CHI RECUIP. Ill. ._ PER oars S,A,eo IN T«E 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 D"I', THI SECTION PNCCl ION "AID H _A I P R " ", FAIR REFORN AIR PAIN'. CAi N' FARE C_ ANY. TUYJ, IN PC i11 RRAOWE c1 1 FOUND A C. ULASN ARCH TEST BEFORE INSTALOND ANY 801 NOT I.C. . ITTE IATTA OR U INNEW PRoLISAMTRY MAN,I SY AIR I RRIUDE SCHEDULE 40 PVC III CLEPUDS FOR APPICAL PRESSURE Pp LADLER HAN THE TIRE INR— AND I. PRE ""I LAROE' III DAN IN III- L CAISO— I LLU �wUR o�M �r�oUeoN ARAL wATEA L� 1, N,,LARH SHALL RAE LT IA EDR MECNANU*CAAL EDUP.EII (FARM INI ERIIFPMENT I.EPLAM;`Na'E' AND/CAS oE.scR1,Eo pN r" RDNNEc.:GP/IR ou`wuENT aFP°ERE OR'I°oR AND �I' oui%2 PouNOR DIIIE"vE ne[uausR RN (uncun) oT NI N METAL BY urvER EN�oxe sas Gu eor" oire[criorvs HEAVY PLAY FIL III TRIP Auo%a""'FA rAauC, auo mm coiurs CAR. mom .t mos '/= BLACNINSIDE PALA.-O . i IF "I FBI,`,I E OEo PPEno. A T DIIERENTAL ACROSS DAM PER RETESEPOR MI PRE�R�AENICFMO.DEL MA/o IAIPER of/;BRIEF SHON R.S. NE_ METROPOLITAN AIR TEI.N.O.Y MODEL RT-11I OR I.— BY Y.— I -Ell eeN .EETMETAL.IN IN ITNAI =MaD.N NTERaSMALLR AUII10E, m,N LDw PRESSPRE ID" . LI* PRESSURE DLES PRLRCIA IS To w"THIS <,LHEIAAANTIALED ;NO s1NA. REacu(oucr"E'ssuRc cuss z i'��o�a wc.j r�Exie��ouc� s"ALL BE IF—ARTER TYPE DMIE F vx FUNTS DUST DAN 11ALL NOT o i%z oiNc"�Es ECr Cour"CT I. THE DUCT IHALL PAT BE IEII IRAN u�/z��ixcNcs uR LorveoiR ARCTUND — IN AS .RP NNNAA, ON CUP FARE ANC — ­11 AT SUIT TAPE IS A ILAMI APPIR CHE OFFER INI.Rrvo%oreOI of IRS NP`R w°F"AF'" oum raR irvmscnory TERTINc AND MAINTENANCE. LABEL EACH ooaa"(IFF III-MNiI- LETTzI NS) Fo ...... F/sM NiuE� Mo 4 EC aEPsND A "NA" OF 2a" CYCLE, IF ""ATIN "ALL AoI LY IN THE LOCALLY 15 OICSIND OR LESS AT ALA � OR M­ DITTATIN HAS AS DIED ON RED All OR NAIIII INDISIBIR DIIT FAR DUST ACIIIIR«)I, LCCACN AID MANFULAN',APL EACH o t.T FOR FAIN END' GAT NG ABE APS DIARY" AID sPAAFI PAIDERCENT CAR IS TURNS SOLUEN 1014T�,�ETRF AN AE) Go a 1.1 A scow STREAM of DR.DHI NI,RDRN PAS=INN NSULATE SIcRDN LINES mT" AND LD D LINES mT" vz F.A.E. PLASRc Aac',' s zoa) .D onee IL TRAPS A. TME eAse BE (EaMAce'L"lAY --IN IF vies e `1.1 IN C. �Epi iNs is comPUE>E 'OLDER CONNECTIONS AS I OF TFI RELAYS REQUIRES TO ERIC RE TLE DESURED SEQUENCE OF AD RAYON PROIDE DROP ABACRATE. IF THE DA7ANCI HE ACNTR.� IN AIR �HE, BE I hET/EN IEE ` DA.IIINC ` co w z O z Z O w" z: w a� = IS Fa m LARRY L. BLACKM" DING. EN I Do) All— ■ mLulArviwu�q"cnorvs ■ s.�ew ■ 112oz11111r .i. MS00 PLur�N� DETAIL EXTERIOR CLEANOUT score: xis APPLIANCE Q,45 CONN. 5 scnLE. — �INF9RlMP0rvAL NoiEs U) LU z O a U) O �- m wo ! oa z � LIJ M �2 � ■ a, m LARRY L. BLACKMON, GINC. ■ nx�Ix�xo,�xsrxu ■ w.ra. P000 CSewer Plan Level Cupola PumainG svriaD� Lc-r>tmp I 4 Water Plan Level Cupola I eLurlert� evnaoL LrvsND II NE INF9RlMTONAL 140— oil .✓ Cam] ,Sewer Plan Level 3 lJ B/16"= 1'-0" (Water Plan Level 3 �l 3/16"= 1'-0" nnuu mmah�.au N .nree Fusowws.usoe...n�o. .Sewer Plan Leve12 u 3/16"= Sewer Plan Level ? C 3/16^= 1'-0" a �"dam l CWater Plan Level 2 i wso.mreamwaq cWater Plan Level 3/I6"= 1'-0" m LU i o LLI P Z 0 Z co �aF Wo ; oa W 2 Li LARRY L. BLACKMON, INC. emn7 ■ nw imsytta ■ rtNelxr.Hu'�anis ■ - P1.15 (D4Gas Plan Level 4 Cupola TOTAL GA6 DEMAND cGal Plan L-1 3 '/'b -I 1 0- CGal Plan Level 2 3/W= ", 07- 1 Gas Plan Level I LITL----�--j U) LU z 0 U) z 3: 0 co Z 5; 4 'z- LU 0- Li I m LARRY L. BLACKMON, INC. • P2.15 F_ ­N=L IE-1 T." �N NTZ PPI r-Nt =MN�.`Kl��IZ�. -A, Wt MUL-T-W NGWALI 2 H M=MM2 ZIZZL.E 4DALULS.AB.E =�=T *V 10 2HIA��1517 �IAB. ZZAT �1­ ­'­T P S ME IHALL _T �F IHE (1) LU z 0 F- CO z 0 fif co LLJ z Lij L 0.//ill�l fl�ll 17r Jll� I �� L �551I _J7rTT Pa+cu—A R roerx a¢en STO ° 16 yBtl SIFT ff a 6 % �' o l0[AiI SN��N LWAnoNWix 16 I I I,�M..N APcwPubanJN � I I I FLOORPIAN I I I _J L L -- —J ---r Zx --T r -- �— sly Qw F] 66 E E 9ll Laon rvrt vERIaffWTMAs@ � I I cxcH FLoa2 P.wx p' � I I APµ FI+KR PAN I I AQCN FLLtt¢ P:M I II I I � II I II I I O T LEs5l2 —_—J —J L-----J L------ L-----JI FL- AR__� ----SlL m rcl E E� E E E D i2 1 - L'i IFN Ir.P1z� j.-^ Irs° �L 3.11 cw NOTE: CONTRACTOR FINAL 5'RE55 OF 5TRANDs g NNST BE DONE BEFORE DRIVEWAY 15 POURED.' TOTAL SQUARE POOTA6E OF SLAB = 5212 SO, FT. NOTE: CABLE5 CAN BE FLIPPED IN THE FIELD am xoRz Fu�xxPSAm�. �� � "� IRmmr awaxu siex ^� - I. rvAu �/ e(rm) �3 :�r svLA YW 1 E Ill ebw¢w, Nma � II Ti II I scPlAueae:nr[s � I III �u � IIE II III sZ�o1� ..s�.o:..r.eeno.En. ID ��'L..a•b 111 Po � �E I I LN III II Lr as 1�1 iPArv� wna+ nq �wxa we ,Eoox aAxxm �.ar' onwmaRw on ve,Ng Aov eo°on rvm9acvN D SECTION n SECTION SECTION W (W SECTION FOUNDATION PLAN — z 16' a. x 30 ears sxue xs pTEwoP SnAIL - - ALL Deus De b. ae vAxrx KAW sxnu. ea w g+ 20"x. x 301' D � � n � No.. N g S e. so ..nwTe.�cK o"Mr ro_AcxrereN a �+1 0 c 8 a' a g _ _ P¢NflTRAT�iOH DO�WCI^( 6DAciWVL'D �. fiCKD+W�v L 3 s NF Nmx R Dec'mc' mTc o` L PxD� R 5 w w wm ueu Fs W AnT DWflxsloN D�NePAnsEmeen �+ 2 in So DAD ux �e WTM"� MT U C➢NTA9CT➢R TD VER6Y ALL ➢x1EN3NN3 PAIDR TD POUREiC. & ANY D111ENSpN ➢6CREPANCIES OCCUR = u BETWEEN 6NGDIEERED SLAB AN➢ ARCHff&TURAL PLAN$. THE ARCIHIECTUPAL PLAN$ SHALL CDNT80L C➢NTNACT➢N TO VER6Y ANY AND ALL SUEGRA➢E = PREPARATION TD BE PERPoRNEE AS H.NICATHO IN THE GEDTECIU'ICAL REPoRT MA THE PR➢lPGT v MATERIAL � 6. " ownmnitr: n rsrve smmcm — — cuc�cl-�es(AEr?o�eimm IONING s . A-s_ Z1 vre¢ j x m ea curs Aim AXflpPeo N m DESIGN e�"'m. ewowors. suuwu Axu c J W J � m L1J LU m xxus earoue . arsr rc,�fi V J LLu Lo MISCELLANEOUS Z O Z surex � _T I re _ Q ��n 12 urx 111 uvan 11 sum auu eme a uu. Poiv wapi°� /O/ m a Iry�.yL�� O PmtALL—Nxs ueA m W w WZLU ZwcnO > EO W IX a .o Q Lu arsg on tFs U') s H,I a . a mr on vIP� 15 N O c � ¢ J m - 24�60921 ory so;nlo I;le D o,oeN �Iwe�.PPE°I,e = &I S 1 SILL PLATE b BID WALL IP LIVE ENDv ARE AT GARAGE ENTRY SILL FLATS b 5ND WALL FER BUILDER FINAL 511 M5T BE D01& PRIOR SILL PLATE a SNO WALL 4' TO 11' REWIRES 114 — SILL PLATE d 5TIA WALL w BRICKS/ LR ST FER MILDER (OMIT 5ND WALL ® FORCH OR PATIO) TO PWRINb DRIVEWAY LOIlrRETE 6ARABE DOOR BRICKS/ OR STONE PEA WILDER PER WILDER c N PER WILDER PER &ALDER � 2"TO IS"REWIRE52-a4 HORS. T w X FFR WILDER BRICK LEDGE SLAB STRAND _ - BRICK LEDGE UU (ONE TOP S ONE —ON) Q POST -TENSION STRANDS CONO. DRIVEWAY P05i-TENSION STRANDS SLAB 5 w Q i w QJ WHEN INDICATED ON PLAN _ YaEA1ER ��) LL PER WILDER - �CHAIWTIm) Q SEE SECTION SLAB S5NTP AIL LHAIR(flm) ; c n P05T-TENSION STRANDS WHEN INDICATED ON PLAN MBN INDICATED ON RAN F - V HAIR (Tlm) N y cNA1Rtrm) ram. � S N o fl E - d IL III _ SE M:'.z' ELLANEOJ5 -r 5. MOCELLANEM5 NOTES MkELLA�E01.5 NO1F5 rSEE MISGELLANEWS `E MI`..GEI-LANEgY Ir_I - ON 5HEET 51 FOR SE. MIxELLANECISNSHEET SI 2. SAVD-B FOR p -III NTES N SHEET 51 p _ III NOTE5 ON SHEET 51 POLYeaO, III 1 NOTESONSMELT _I _m POLY $ 4' 5CON. l� it w �_ - Y _ of _ .. III 2-sA,tiO-B FOR POLY~cm III II NOTES ON SHEET 51 l III - -�'. �i2 EAND-B WR POLYs OR Fara.�arvDe FLR POLY AnD o1oN. _ acusN�N. s To s5ANDlorv.[EB" EOICATED NPLAN �_�III i 5 'D. CUSHION mIII eBEAM STRANDS YNEN i._EAM STRANDS WHEN Q TO15'au •_ -'�' G5 Y_ REA TTOM I, rvvs WHEN �11 w _ TIE OFF �0 °N PLAN m NDS WHEN PDILATED ON FLAN m IIlII(I B NiRAKK DART (0 NE TOP b OIE BOTTOM) c MINIMUM GF 2 INTM ` _ J O L■ MINIMJM OF 12 INTO NO ATED ON PLAN TE OFF B" FROM MINIMUM CF 12 INTO INDICATm MINIMUM OF laa INM N MILDER MUOTT 1NOTE, IF 5E STEM NA1 DETAIL 1 Ml�ry�'15NRBED aAIL OR •WIDTH N AM STRANDS WHEN `o L UNDI5NRBm 501E OR WIDTH COMPACTED D 501E OR (WIDTH TIE OFF B" FROM WIDTH ADHP IEDmFSOIL OR WIDTH UIN � FMIL OR WIDTH TDI ATED FROM PMLAN a '� BOTTOM WITH a3 ROD TIE TO B" FROM CGMPALTm FILL. BOTTOM WITH O ROD COMPACTED FILL. COMPACTED FILL. TI TOFF WITH a9 ROD �� WITM ryp1 ATcp OND PLANN W SECTION O SECTION SECTION O SECTION V SECTION TIE FROM SEE O SECTION w Fa4 CONY.B 5� ' ND FO POLY 5LP8 5TRAND AB STRAND e' N' u `—[ \ BOTTOM ITN 3 ROD MAY BE RECE56ED 2I{�STq -B T �L SEE MI5 N EMEETDUS b Gly�HION \\ / DEAD EPD. a4 CANT DROPS 2 �y rBRICK LEDGE POST-NPOAN STRANDS ��q FOR POLY? /ll(� WHERE AFFL.ICAN, WHERE APR GABLE - a , 1 0 M _ _ F PPP_ICABLE �W4EN INDICATEp ON P�.AN 5 Np-B WyCN NDILA oN N 4' OR MORE TO 12 - I CHAR dam"-SAAd CUSHION ! C4AIR (Tirol N STRANDS ry TEO P11N yr. ®'5 M RIZ b OHA RS ry CONY. N rt CHAIRIN' wF CAM BEYOND M5 Z 8h¢9 ®12 OLD . 12" OL o U II w �r r III 11 k=.l�l Q (TIED -� ii- o l .III III SEE M15LELLANE'I G - f �� =1 _AN eFOR roILY I�iI ITT T. 5LA8 STRAND — - - I III H — T� SLAB STRANP�� - w a4 conr. a d a° SAND cusHloN I� III_ BEEN, cEAD END N 1 III �. 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 91 �_ \ r E trcAD END- i- SLOPE 12 IN 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 flAN W'5 ®12' O.0 E W. a • a 2-aq5 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 BDT�oM WITH y Rov FIREVLgcE DIM. IDTH 1 FOUNDATION BEAM $ 5TRAND LAYOUT NEEDS TO BE DONE. NP15TURBED SOIL DR COMB 0 SOIL DR �j - 4 CCMPACTED Fly. CANPALTE0 FILL � 1B" CAM � 2-5•s BOTfoM o VARIES-(Bb MIND SECTION AT DROPPED SLAB (H)SECTION AT FIRE PLACE SECTION AT FIRE PLACE OKSECTION W'DTM L-1 SECTION AT DROPPED SLAB — S 10" ry PEE 5HEE' S 2 5AND-B FOR BEAM STRANDx N CHAIR FOR .11/ OR STONE�MrBILL PLATE d 5ND WALL BRICKS/ OR STONE SILL PLATE b 5ND WALL o �� T DEAD ENDS. N BRICK LEDGE PER W - __.. * a4 WILDER - PER WILDS a MISCELLAIE00.5 NDTES p6 S�gNO WHERE APPLICABLE LRR POLY 14 SAND LU5HION N P05T TENSION 5 RAND5 PER WILDER BEND BARS AND EXTEND 7-0' c _ WHEN INDCATED 0.. LA INTO CEN-ER OF EXTE U BEYOND (TI'ED)�� - `d _ ZEEL NEnIS NOT= O cLR'� SEE M15CELLANEWS NOTES w 12V OC ® 121,OL _ 24'UBLE LA ALL TALLER THAN " x z ERT NOTE SLAB 5TRAND�I/ - N SLAB STRAND A ` � a4 MORE. FOR STEM 1 O 48" MAX. JUST INSTALL t J µ DO YERS OF > REBAR 1 0 J ry 1 0_ 1 4" 9AVD G15FON. 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•saTD cTON x Z_ III BEAM STRANDS �� m �� ga° <BACKf m V J LLl i m W NOTE, - IB FOR DROPS DEEPS£ THAN 4B° —a45 b 2 ; = �a45 vERT. ®18"OO. REOJIRm 'Z NB ROD 1 111 o1UPTm MA, uj 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 aws vTRr } - vERncAL a0 F ll ILn a.5 HORZ. _ 'a . _ NOTE m BEYOND N 1- L L '(ETU EE 12" INTO 1 IMDISNRBED SAIL OR N F 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, a=�i - WIDTH UNDISIURBED ECIL OR WIDTM UDIZT _ SOIL OR IF APPLICABLE TROE1L4 BOTWT/OM#45 rn V J Z L� COMPACTED F11. COMFACTm FIL_. 7 O zo —:2 SECTION AT DROPPED SLAB M DEEPENED BEAM SECTION ONDROPPED BRICK LEDGE OP SECTION OF STEM WALL > Z B O MINIMUM 1/2" DIAMETER ANCHOR cwsmucnox BCTLTS b-0TO BE INSTALLED O m,avAce Ffl€ LIVE OE DEAD END EVERT' O MAX., AND xzune.urwi m 6" b" BEAM STRAND PLAN AND SECTION NOTES WITHIN 12" of EACH CORNER �'•_''��•�I>"� «W - /y'� d _ u cmeE c LIVE OR DEAD END !IF DOUBLE BEAM 5TRAND) N NCT ALL>ECnOIb slbWl WILL M APRICA&-E To EACH FRC.ECT. EMOBEDD T" HM NT �oiw.w.E W m SLAB STRAND 2) FOR'D' a "W" 04+951016, SEE — oN RPN SHEET. Ayw'� 5 ME.,oe >E uL W w W ) A EN ND OR BY 2- PHAR(I R, MINMM CLEW). .,O NT N HEO �nre .xn. w '<. ) s LATE of Au. F s Lu w Y ° M a45 HORS. a 12"O.C. S ) I— ENP25 AIKM� CO. ENC) OrzP—LB NOT MORE V J > � U 2-FORM BOARD ) ExD ABLE M v�5E7 of CO— DIY,f+TION. L 1 •RAND Oio� M - ACH P ATE wonr.,r w O wHm uroER Suer eovKMI 4ae 6 MLPoLY Mi LAPFED.awS. LL WALL ANOEHORAOE TO n ee.rr aQ c m (T•PJ �': a45 VERr a Iv' . ICI -'III zedLIJ �I�IIH a EORDEADEND 4-0, SLABS RANV 4 O DA roReO 8 Q o vas sTwaro d —1�11 eenM sTRnND > �wi APPLICAei.E _ c r1� 5 U Z Lu W f �r EMERIOR BEAM ��Nj J MINIMUM /2 _ ,¢ o N e8"OL 1 W TN� 0I J DEAD END �HY LTBT e DVS N, N O C (III III I ZEE ISCE_LArvS NOTES p / L // —�` n LIVE OR ON SNEEf 51 2 5AND-B FOR E C' P� - POLY a 4 SAND CUSHION. ENDS CAN BE NA LED OR WIRED \\ N 5 - Q BEAM 5TRAND(5) � \;�'d J N — III ECAM STRANDS TO THE FORM BC.AROs `a N WHERE APPLICABLE B's STAKES AS REQUIRED TO EA- PLA AL ` J022 eae xumaw. 2q 660921 FROM B — CLEARANCE X7 ROR wALLS.NOT MORE I oaAwxer RS -_ MAINTAIN A S M N. 12" INTO UNDISTLRBED vJIL III �- M OF BEAM mars tlawnent me nn _ — nyT F°yn°n wm E L a�z'11 r c4cOMFALTEDFILL."— III—u STRAND END LAY -OUT TYP. BEAM ELEVATION - °^ - ELT oN - I eo�r DETAIL w ®STEM WALL W/ DROPPED BRICK LEDGE SLAB ANFO R0_1°RED .x°"a`. BLAB WALL ANCHORAGE T° 0 �.�� sl S2 GRAPEVINE BROWNSTONES, LLC =ge r= 11w V GRAPEVINE BROWNSTONES - PHASE II W w IY N 235 E.NASH STREET (BUILDING 5), GRAPEVINE, TX r1 PLAN: BUILDING 5 Hw w U na z ure.eiaunesvfne..a..x - 2505 N. Plano tls RoaE R aooao R' h , Ta. ]5082 J _ J n. +uww eE.rooa.o - s CHIL�RESS O -_ ENGINEERING SERVICES o O 3 9 REVISION LOG m m m w E w REV.p DESCRIPTION: DATE D BY N 0 Z I a SHEAR WALL P ANS z A A A�4 O xr 4 rF ma t/swp � xr (sfc osna I/sail _ lsfF ee*u t/sxg �3ax (! t/Y xx) m ,aox sut uo, x 4W AF➢0 i n0ox eEW xE•Yo xot x/ t9 T UNIT 16 2 UNITIT' 15 a UNIT 14 I 'a ua su i/� ��® Yrn iwi.gi.w 4: T GARAGE DOOR OPENING�GARAGE DOOR OPENING DETMLL I� P. /-(axaaowt 1Fnrvm A SECTIONONIN ,<, x 2 DETAIL B SgECT10N tfrtw�orw+fax sixty ¢. (I" swu f�txn "„a ce x ww. re. u. O7 uWdx stpxrt m nR rtaw w"x J, � U�0.i xlfa N ixf BOIIOx Of x x4� s. nrox ncefK snru canmuars,Nroucn rvxry w.w. 1ST FLOOR uU Us p Z. m m yyg Luo. n i LU a_ gC — � F The seal appearing o thl5 Tony H. was authorized byy Tony H. Childress, P.E..py on 10I0712d (Record copy on file) f}')C'aN unRTOG Sf' x � �WS'` oSE OF TF 0 p trN F ON, GHILDRE554� i C 72029 eBOBGIS Ic�.�124.e 5 F-7422 f This doco,ent ,ay n t he changed I«aro .ago any fashion ithout per 1.on fro, Tany H. Childress, P.E. SMEAR WALL PUNS �_ri C-o flx' m iVa fp' � ff-ii f/t' � fo-o iM' fi-ff fK a fP-I fK C Ii a- UNIT 16 UNIT 15 UNIT 14 O 0 $ R$Y egg ��� gg6 W C !kY-RF1F !]R MA PJ X Fl]I1NppnoN J _ En ElvawmKwamsom woa evvuwnmA�wmx ��'°6`-wo _ fi rwn `�� ei ^unm ~ WER Al� FL� OVERLAP IXefIO�rN'"'m ��m•10 z ga Owva mwrml > 4 LU z FIGURE R602.10.6.4 - METHOD CS-PF: a Cr ONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION The appevi%g an this dobyy (D n—e cu ent "th zed wa - TonyH, Childre , P,E. #72029 on 1=7124 (Record copy on flte) - �7NEERING cm rr� ttl��4Esr Sf,�ooOF op9pf;pr t' r w� oa5 ao@ o'dTpryy/H cMILDRE55o. c° Fs °rsrE�.?o F-7422 2ND FLOOR This dopment noy not be �hwnged In any fashion without permission "S. iron Tony H. Childress, P.E. SHEAR WALL P ANS V O S UNIT 16 UNIT 15 UNIT 14 P nz vi� y� �.mm�ioew�s p a 6 7yc mo�w�i mx m. m (x�mxma�rxoef0cuxml awn I/�1 ENGINEERED PANEL BLOCKING 17RUS51 V.,. wu vm�i i6erw�a5 ro, ars r�ox a�a9m1 OE5yr)NEERED PANEL BLOCKING (TJI JOISTI IN 121 ! N Wz ram, Q Z N 2 I� v ice= eEo Uw h oy, aPE ui LU o o —� LU LU a a 3RD FLOOR awiwa.�o�x.� 3RD FLOOR The seal appeoringg o this t document was nutharize byy Tan, H. Ch6d%e PE. M72029 an JW7J24(Record copy an fW) kl Si-���uOeF ts4pG ePL d ONNH: GHILDRE550 7 C 72029 �a:e } adO:GISFck.: °00p°�>noda� F-7422 This d--t wi n t be changed ..�. In any foshlon without permission from Tany H. Childress, PE .$W3 �f z o ru aQ0000r� �, es-,e �,y �Op ooloF v�7lr 99 III ISSUED FOR CONSTRUCTION ICI GRAPEVINE BROWNSTONES, LLCM r ,� GRAPEVINE BROWNSTONES -PHASE II _ M5 E.NASH STREET (BUILDING S), GRPPEVINE, T% CH I LEI F2 ESS` PVJI: BUILDING ENGINEERING SERVICES _.�...�. HOLDOWN SCHEDULE SHEAR WALL SCHEDULE ED 1.1 p Z 1= ",W�U 1, on. —D— '="A M� HE — COMPLIANT WITH: s.21 IRC ULTIMATE WINDSPEED: I Is MPH EXPOSURE — S —HD —T— IN-- Ww T-1—=., Z U Es cri w z 0 Z 0 39 CO -z Li yj Z U.1 IL The s.1 opp.rin� n this 0 d ..... t — authorized lb� Tony H ChR*s,s, P E #7209 an 1=7r24 (Record copy on fW --------------- OF Ag. Al0 ONWH _Hl . . ...... 720299 F-7422 This do—ent v not be changed In .. ... hl-Childress,""Ipermission fr.. Tony H. PE S SCH1 STACKING MATERIALS — xwaz i i I Flo �1 Flo ------_-. i�`I II See Engineered cutsheets 7— 2FL BEAMS I Fab Type Net Qty Plies PmduR Length PWD 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" BM FF 3 3 1 3/4" x 24" 2.0E Microllam® LVL ." 0" BZ 2ND FLOOR TRUSS LAYOUT NOTES 3FL BEAMS Feb Type Net Qty Plies Product Length PIotID � FF 2 2 1 3/4" x 18' 2.0E Microllam® LVL 10' 0" BM FF 3 3 1 3/4" x 24" 2.0E Mi-11.mp LVL 22' 0" *BM3 3RD FLOOR TRUSS LAYOUT ***IMPORTANT*** 1. —eI is responsible to verify that the product Builders Fuse Source is far dwevsional 3 R is Ne responsibility of the customer. builder, building eesipper, FOR to lighting 5. Adj- tress spacing as re t,sl m avoid ell plumbing drops, f flues. and BI— ductwork. Do NOT dttt, g. This placement &,a u for Ivicehov eud G mg pumoses ONLY hu9fletlov bracing is the the Stronabac t Braclne Is pIwid'mg approved efl sre ev--requuemmts needed far the It— as weft es arehrtecl er spxify any recessed lacedovs, H't— requirements, andlm mechevieal these sizes piece cut or drill ANY atlucmral e— of a doss uWess specifically and respomibflity of bndtler. elease mfs to me BCSI for mheing reehvigees am II is recorn,rrended that /rvrsses are braced w�ilh a MINIMUM 1x6 Strangback g all 1«al and muvmiphty staNtes at We I—Ne h being butt BFS does bmldtng design, ma —hvvs. Umler vv I,—u B.—First S..pwmitled for hgh' H reneea, awtwork, by the wss desi� draaavg. recemmevdativns. every 10' (at vertical or added block) and/or as directed by the FOR or Builder prole not perform Duly eomPo desw Is dhvnM by the customtt budder responeble g or meanan;m chews-1. CLEARLY spewfiad AND _d fi Trvssea and/or beams are voi deigned N a.Ne, masonry 9. Do not veil or screw through horizwtal spbca Plates of floor ESPECIALLY over large open areas for ceiling uniformity. mgismr� mcluteu ac Evgvew of Retard Rv the Rojevl. voordwalea wild H F Souce Pnw w was Cbncaiiw of �Y kind Lintels w older masonry suPPart%are to be sued and provided by others. busses 2. Bmlders Fuss Souse is not responsible for determining whether 4 Under na tenses is H m First Sowce or their truss 10. Fr0 efl fustevcr holes in hmgcrs wild fastttmr types spmtiad in Bolton, chords should be leveled prior !o aaaching bracing and the smrvM1ure built by means of romponrn[s md/or cnginttxing saPPhea by aaaaea First smaee mane elate, ro�ry, ,,, E. evgmev the Engineer of Recoil t'or ANY proje0. f. F. Areas vat covered by busses are to be field Named by others the rorreepmdmg hanger able. Refer to simpsw st,oeg Tie catalog for tables. should be installed during truss erection per BCSI-B] reconmrendations. �yman=aror mmicipalhy eadea, regulations, or aaaeaawaa. RBPR£aBNT3 LHFT F]aD OP TRUSS AS DEPICT® ON TRU55 DRAWING DA HANGER LEGEND HATCH LEGEND IllIV24 AeexovACS (A) I.U5410 (gl FA BEAM/LPAGHR LU5414 (o)-- WAIL —2 (15) ®HVAC; STORAGE OD THACA22 (o) MECHANICAL CHASE SHEET HU414 (b) —TRUSS FT-1 0 Hcos414 (01 � s1Eec BEAM ROOP DECK TRUSS STANDARD DETAE,S DESIGN LRHERIA Codas ; EI— I TCU ImTPI2 TCLL(PSF): TmLIPs,>x0 o BCDL (PSPI: 10 — _ 135 Truss DepN:24"IIP LL Mau DaF1' 3W TL Max Ihfl' 240 �y NOTES STACKING MATERIALS ROOF DECK TRUSS LAYOUT NOTES DECK BEAMS I Fab Type Net Qty Plies Product Length Plo[SD FF 3 3 1 3/4" x 24" 2.OE Microllamp LVL 22' 0" *BMI-D I L Sere Engineered cutsheets * IMPORTANT- 1. Nstomer u respomible to verify that the product Builders Fuse Source is far dl—llioval 3 It is the respomibdity of [he customer. builder, build'mg desippec, FOR to lighting 5. Adjm9lmss spacing as -ni�m avoid ell plumbing drops, f flues, and HVAC ductwork. Do NOT 8. This placement &la u for lacahon and B vmg Pwposes ONLY Lu9fletlov bracing is the the Stronabac C Bracine v providing approved efl and ev eenvg requuemmts needed far the structure as weft es arehttecl ar specify any recessed mcatiovs, H—C requirements, andlm mechmieal else¢ sizes place cut alter, or &EI ANY stlucmml mambo of a doss uWess specifically and respomibflity of budder.Please infer m me BCSI for mheing reehvigees am It is recotninended that trusses are braced ,vith a MLVIMUM 2x6 Strongback g all 1-1 and muvmipbty staNtes at We I-.— Ne h being built. RES does hwlding design, - Iocahooa. Under vo chdumetavices u B.—First S..pmmitled ble for Ilsh.g inrerferenees, ductwork, by the wss desiPo dmwm�g. recemmeodations. every 10' (at vertical or added block) and/or as directed by the FOR or Builder pmrec[ not pl r . Duly comPo desw as dhvnM by the cusmmtt budder ropvn or mechanical ch.. odes re vE are CLEARLY spemfiad AND _d fi Trvssea avd/m beams are voi deigned ro support masonry 9. Do not veil oc screw through horizwtal sphca Plates of floor ESPECIALLY over large open areas for ceiling uniformity. re8inn� mcluteu ac Evgveer of Record Rv E, Rojen. covrdmmea — B x First Source Prig m Lbtels m older mawmy suPpaRs ere to be sized and provided by others. basses 2. Bmlders Fuss Source is not responsible for determining whether 4 Under na chcumstances is Bmlders First Source -heir truss '1. IT F efl fustevcr holes b h— with fsss types spmtiad m Bottum chords should be leveled prior to Douching bracing and the smu.4ure built by means of-1 S— is md/or enginttxwg aaPPhea by anaaea First snnme menu am1e, evgmev the EVPjveer of Recoil t'or ANY proje0. Areas val covered by busses are to be field Named by others tbe rorreepovdmg hanger able. Refer m Simpsw Stlovg Tie blaa. should be installed during truss erection per BCSI-B] reconanendations. �yman=arnr mmicipalhy nndea, regulations, or aaaenanma. Builders Fi rstSource OF' CE: -.245 E31 FAX 72245.8534 ATE: 07W2022 REVISIONS: RBPR£sBNT3 LBFT elm Oi TRIISs AS DEPICTED ON TRU55 DRAWING DATE; REMARKS; HANGER LEGEND HATCH LEGEND IllIV24 APPRovAES (A) I1S24 (ol VA BEAM/LPAGBR (, LUS26 (3) B4T. BEARB4G WALL \J HUS26 (48) ®HVAC; STORAGE (D) HGUS2fi-2 (5) O MECHANICAL CHA.SP SHEET © HGII32g-2 (0) -ER FT1 FO THDH414 (0) STEEL I -BEAM