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Home My WebLink AboutTH2024-004444City of Grapevine �SYSTEMHAUSE Residential Energy Compliance Path 'u101N"OLNC; B01°1001dP5 Energy Code Requirements of the 2021 IECC (IRC) as amended Nmn e.vanNG." Submit with application for either p'mmn 0 A building permit OR ❑ A Certificate of Occupancy Project Address: 250 E. Dallas Rd., BLD. 7, Unit 23 (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 R40i2 ❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R4062 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 (NI102.4.1.2), R403.3.3 (N1103.3.3), and R403.6.3 (N1103.6.3) Note: Each 1-and 2 family dwelling shall be tested. ❑ Option If5— HB 3215 (67R) Home Energy Rating System Index Compliance o Includes compliance with ANSI/RESNEr/ICC301, as it existed onlanuary 1, 2021. o Includes compliance with the Mandatoryrequirernenis of 20181ECCSec[ron R406.2. o Includes compliance with Building Thermal envelope provision of X181ECCR40L1.2 or20181ECCR402.1.4. Attach appropriate site -specific design compliance report and inspection checklist. Name and version of the compliance software (if selecting Option 2 through s): IC3 current I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the minimum requirements for the compliance approach selected above. Agency and Certification Number: SySterrlhaUSe - ICC 860592 Signature of Responsible Party: _G Printed Name and Title of Responsible Party: William S. "Stan" Folsom, LEED AP BUILDING INENG-LAN DIVISION Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a cammmee of the North Central Texas Council of Governments (NCTCOG). httos://www. nctcoe.ondenvir/reeional-buildine- codes/amendments. RECEIVED: 12URI 2T004444 "Grapevine Brownstones" 250 E DALLAS ROAD BLDG 7, UNIT 123 TOWNHOME CONSTRUCTION Single Family House Energy Report Project Details Project Name: Cadence_Grapevine Brow Builder Name: Cadence Homes Builder Phone: 214-341-0058 Builder Email: stan@systemhause.com Address: BLD.7,Unit 23 City: GRAPEVINE County: TARRANT Zip: 76051 Certificate #: 1341991 Date Issued: 11/8/2024 Notes: William S. Folsom, LEED AP ICC 5211468-79 972.282.8000 dir Emissions Reduction NOx: 2 lbs. Sox: 3 lbs. CO2: 3,511 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: North Windows SHGC: 0.25 U-Factor. 0.35 Roof Cladding Type: Composite Shingle Radiant Barrier. Yes Sealed Attic: No Rooflnsulatlon: R-38 Attic Area: 1162 sq. ft. Cathedral Ceiling Area:0 sq. ft. Flat Roof Area: 0 sq. ft. Wal I Area Neat to Attic: 0 sq. k. Foundation Foundatlon Type: Slab on Grade Foundatlon Insulation: R- 0 A/C SEER: 16 Tonnage: 5 Project Information Structural Floor 1 Exterior Finish: Brick Floor Area: 510sq.ft. Stud Type: 2x6 Floor Wall Helght 10ft. Stud Spacing: 16 in. Front Side Length: 24ft Right Side Length: 25h Mechanical Front Side Window Area: 72 aq. ft. Right Side Window Area: 0 sq. ft. Fron[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:0 sq. k. Left Side Window Area:24 sq. h. Ventilation Rate: 80 CFM Back Side Shading: Oln Lek Side Shad ing:0in Ventilation Operation: 24 his. Floor 2 Fan Power: 21 Watts Floor Area: 1162 sq. ft. Area over Unconditioned: 652 sq. ft. 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: 0 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 Area: 86 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. ft. 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: 0 sq. ft. Energy Factor: 0.81 Front Slde 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 Area: 12 A. k. Back Side Shading: 0 In Leh 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 3.8 kW 1,143 kWh Proposed Design Standard Reference Gas (therms) Electric (kWh) Gas (therms) Electric (kWh) 0 88 0 88 0 1,267 0 1,414 0 185 0 182 0 3,429 0 3,752 320 0 465 0 97 0 97 0 420 4,969 560 5,436 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, Irmo CHILDRESS ENGINEERING SERVICES November 18, 2024 Grapevine Brownstones, LLC 15441 Knoll Trail Drive Suite 150 Dallas, TX 75248 Re: 250 East Dallas Road (Building 7)1 Grapevine, TX Lot Block Plan Building 7 To Whom It May Concern: 2505 N PI Rd SU 4000 Richards®, T 75082 214 516630P 214 51L631P This letter authorizes the following plan, designed by Childress Engineering Services, in accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been designed to meet or exceed the specifications stated in the 2006 International Building Code, the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33, and currently recognized engineering practices to be utilized at the project listed above. Calculations for the above plan were performed based on the following: Subdivision: Grapevine Brownstones - Phase II City: Grapevine, TX Soils Lab: UES Professional Solutions 44, LLC Soils Report: G241485 PI: 40 Qu: 1500 If we can be of further assistance, please give us a call. We of service. Respectfully, O�(2� Tony H. Childress, P.E., S.E. BUILD NG IN -BONDIVEXON ip0'�fF3d�s be NI f tt� ti !..V :,..t b i. CHILD 72029 ; x 'ONAI F-7422 /.T / I \ 1� \ www.ces9lobel.com PLAT SHDMING Lot 2 . BI°ch 1 f HASIEN AOOITIOK . AMA to Ne CXT of GegMrne. Temmt County. —, RrovdMg to Dm Mop a Pbl re°°ided M InsWment Nw D225112NZ Mat RecwdS V TRmmt C._n Tesoe' errs O FORM BOARD ARD EXHIBIT UNITS 14-16 (BUILDING 5)FORMS _ t" rune AVG. TOP OF 17dRd! a .. 3 ELEV-627.11' �' r G UNIT 16 UNIT 15 UNR 14 '� BUILDING 5 �I Iz 70.1' aY I '. 70.5' 5.1. u m I • SCALE, 1'=20' UNITS 23-25 (BUILDING 7 FO z AVC. TOP OF FORM ~ ELEV. 623.62 UNIT 25 UNIT 24 UNIT 271 BUILDING 7 5.1. YBe Y Y o `M M p SCALE: 11 UNITS 26-28 (BUILDING 8) Sax FORMS p AVG. TOP OF FORA( •' J ELEV.-623.31 LyL r n O iOOD CLGLUDWON I UNIT 26 UNIT 21 UNIT 2E i Smlea VIP" r M,NW In za,e % BUILDING B (Munp64 Ysov N to De ib°d tnwula ReM Wp CemmMT r Wp # 46A1 lIS K 0°lak SeVta'nEn 25. 20M TAm K" (urmnded) arxd dnnoe Ib Cpon Nine Me 0.2i Oehminam tined on gr°ptimlN sef%p rnm uM peas amea mvp, onN. This 6aod StOtemeet does not creole II°�tlitw on port of the eurvepr rve*g oompon7. SCALE: C�CA{DENNCCE HH�OOMMMES SURVEY DALE: LaNO euRVYVIryo ` �0 SCALE 1' - 40' PSNrq 1pwnYp/Rnq¢nYa1lC°mimNal 397D SANDSHELL DRIVE FORT WORTH, TEXAS 76137 4 HA-1-2 PHONE(817) 06I.OM FAX(817)961-0088 Saw ' - Yxmou o ita+ 0/SAle —I 256W9w3 't- RMSM—H NO. 10163Tg0 w vsr. RR. YaS� e..TCi. n IIYfA DP.ATti. �R y Y , •'r Y 7 I I! IR A ROL% Sl W YYi 111 R av0v[ Ibt � L I ET. IG 0>1t21bW4 OSRitf. 6Yr I r i 4 � A, Y °' • � urn 4 un I, Max I .. s mf rR am r 1V'T'�'� Y t tl //01111Ke1 Yra �r 1� I-Zc— E NaNSW SCALE: fy40' UNITS 11-13 (BUILDING 4) FORMS I UNIT 13 UNIT 12 UNIT 11 p. BUILDING 4 AVG, T.O.F. 1 AVG- T.O.F. ELEV.-827.951 EM6VV-627.48 �Y _ 21 SCALE: 1'*W U JITS 17-22 (BUILDING 6)_ '44r...sY A6B6./e AB24.BB LOT 2 FORMS PI,RKING BLOCK 1 nr .Baas Aers.0 A7 ne � UNIT 22 AVG. 70P OF FURY — RLEV.=62597 O FORMS BUILDING 6 UNIT 21 UNIT 20 FTPV_ IF a UNIT 19 1 BUIIL�DINNGG 6 UNIT 1B 510 ELEV =B24.42 96 �I UNIT 17 B 1. N ABdB.9t ABaT.2. Aeal. M FORMS " PARKING '� ABA1.B6 _9 Amm AA8a09 SCALE: 1120' T�x6^ 1mF oou�irtM � ,M/FA65 vAr Dui. SCHAUMBURG ARCHITECTS PC Architecture December 24, 2025 Project: Grapevine Brownstones Phase 2 235 East Nash Street 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. U32 BWE HERON CT FORT WORM, TEXAS 111 11"1111-0132 EMML 1EFF®SUTAUMBURWCHTECULCOM metacaulk W-L-2342�w May 3m, 2019 ol"LIL F Ratings —1 and 2 Fir (Sae Item 1) T Ratings — 1 and 2 Hr (See Item 1) 1. Wall Assembly —The 1 or 2 hour fire -rated gypsum board/stud wall assembly shall be constructed of 01e material, and in the manner specified in the individual U300, U400, V400 or W400 S-688 Wall and Partition Designs in the UL Fee Resistance Directory and shall include the following construction features: A. Smtls— Wall framing may consist of either wood diets or steel channel studs. WOW studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 rum) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board' —5/8 in. (16 mm) thick, 4 ft. (1.2 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet onentation shall be as speretl in the individual Wall and Partition Design. Max diameter of opening is 3-5/8 in. (92 mm). The hourly F and T Ratings of the firsatap system are equal to the hourly Ire rating of the wall assembly. 2. Nonmefalllc Pipe —One non-metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. (point conto max 1-1/4 in. (32 mm). Pips to be rigidly supported on both sides of wall assemblcontact) to The following types and sizes of non-metallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe— Nom 21n. (51 mm) diem (or smaller) Schedule 40 solid cons, or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pips —Nam 2 in. (51 mm) clam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) Piping systems. C. Electrical Non -Metallic Tubing (ENT) —Nom 2 In. (51 mm) dlam (or smaller) PVC tubing installed in accoMance with the National Electrical Code (NFPA 70). D. Cross Linked Polyethylene (PEX) Tubing —Nam 2 in. (fit mm) diam (or smaller) PEX tubing metalled in accordance with the National Electrical Code (NFPA 70). 3. Flrestop System —The firestop system shall consist of the following: A. Packing Material —For 2 hr wall assemblies, loam backer rod firmly packed into opening as a permanent form. Packing material 10 be recessed from each surface of the wall to accommodate the required thickness of fill material. B. FIII Vold or Cavity Materiels' —Caulk—Min 5/81n. (16 mm) thickness of fill material applied within the annulus on both surfaces of the wall assembly. A min 1/2 in. (13 mm) diam bead of caulk shall be applied to the plPe/gypsum board interface at the point contact IacaOon on both aides of wall. RECTORSEAL—Metacaulk 1000 XHE2.W-L-2342 -Page s o12 matacaulk w-L-2342 May 3N, 2919 cOus rypludraes— Sa1Ny Na Nomtilon Nrerbp3f BameR ee!.we.ina.4wmv. Fume5e5Mar: -, MEFACAULK Fire Barrier Sealant Caulk, Red, Non- 1 Slump/Elastomeric I.,'r.39M7 r, .-e,-I60N0 s ge)Pdi 103111, 202 oz camidge canard, 4ull -r% .angel?:oor lrniw.." compare lama (Details ,labs' -la WA Catalog Group M121e Brand METAGUI( Gain::: vas Application Method CnR Gan ST[r, 65 COI., Red Sell Melacaulk 150. Container51ie 10.30a She" , - 31, Cerl&nerT,,CelRidpe Se,i n Co ,, Area Maya St.,r., ASTM E1966(UL 2079), ASRA EBND- W1911 EM AGpraned DmzXv M5 tl/ml M, Wall ConstrucOm Joals from: N Nemevky agl[n.atleneeM1ome m Xm:T.r,nlI Cecemb,er 23, 2M 9:12AMa 1: Ne.. ihrgerald Cev�Ine' �alo0l lyl;5ple{ram rebind BE: Wrenn in GgpMne iuiL./ le Can you Mtl out Me al typo of fire caulk you use? O •OmmvpweY W. he reeved. Plena w lbeddne ed eutle numb, bl0ml THlS PAGE ASED E�uTH0RI2E ANY WD KIIN COIF ICT WITH THE aU LCING CODE OR 2ONNG ORDINANCE. CITYAPPRONED PLAINS ATO BE KEPT ON THE JOB SITE AT UL TIMES. D31 4)2025 BY: ARNOLDO RAMII—TSBRE. IJ888 BUILDING INSPECTION DIVISION. RELEASE ES NCT APPLY TO CONSTRUCTION IN —EVENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. NO UNDERGROUND PLUMBING OR FOUNDATION WORK PRIOR TO AN APPROVED FORM SURVEY J CONSTRUCTION HOURS 7:00 A.M. - 7:00 P.M. MONDAY - SATURDAY ONLY NO WORK PERMITTED ON SUNDAY OWNERIDEVELOPER Grapevine Brownstones, LLC Greg Gifford 129 South Mein St, Ste 215 Grapevine, TX,76051 PHONE 4694 76101 GGiffard@NA, ICapRel.com STRUCTURAL ENGINEER Childress Engineering Services Rod Slade 15M N. Greenville Ave., Ste 1000 Richardson, TX 75081 21144516630 fade@Ce9glohBl.mm ARCHITECT CIVIL ENGINEER SCHAUMBURG ARCHITECTS Kimley Horn KEN SCHAUMBURG Lon Lusk, P.E. 8432 BLUE HERON CT. 400 N. Oklahoma DI Guile 105 FORT WORTH, TEXAS, 76108 CCIInie, TEXAS 75009 PHONE 817,929.2389 PHONE 972-704-1176 JEFF@SCHAUMBURGARCHITECTS COM Lori.Lu9k@Kmlq-Ham.mm MEP ENGINEER LARRY BLACKMON, INC. REGINA KINNEY, SENIOR PROJECT MANAGER 6716AZLEAVE. FORT WORTH, TEXAS 76135 PHONE 817-238-9801 FAX 817-238-9804 REGINA@BLACKMONCONSULTINGENGINEERS COM GENERAL NOTES 1 Aan�,an.Il ee wwlaea wxM1 as am«eaxeaRx.ueramlamma««e..wewxnsepxxa PNwane sIN„NINNNI <aleeml.I Cane. p Pmae xmx. -rhaae ann Am. o Eaaa pwaae a.a wa ea�ea v ,embe.eamAeawnhxamm TyPexewb. a�na w, aA e, M1eaa aaae,aee •P-eeelam..rwa..a aana. a -NI a Dxtll DP B aepanl on.9EPARAT ON MATER LFmmtM1emtlerce anJ ww.Ndlnathen lRRnaM1 BR+um6pma«eq vekntappl etlm Da De -e Flom JI M1eNteEle mpae+bwe 5 Pmvitla0ua,tlnila arvuntl balwniee,Mcb, paliLallolarea Nnt]OinM1M1n abwaOrwMeunc�e GuaNntlem MaMaet]HnMwm MiOMxM mmimadum rasa ePauesucM1 MwuWeeMnc epa a PnOa inmeimmemamvwinMw M1a beMDDnu in 0 w�Min whmM1lua4 PP i R-Value oH11m11 enrelowmbe R00 wilinyrool. R 2G walk uenq ap«y mam inauklion wSN norvvenktl attic. Iwulffion baMwnunite lnelutl cavM fo be rvvAwpdmmeetaoi e. Baeiaof tlxgn krmeaarxiatlowam b.Mtl.naa,W xri.e ,Iingm b. imulafetl wtlM1S .prayraam,a aavx,me. chord Ram.uUbn m.Inalmrwall. afaiaiagaNe 1x All uehrior�avlBato baaemnluoewwl RN.M1VbuXjakednulAetlev IT IS THE RESPONSIBILITY OF THE OWNER/ DESIGN PROFESSIONAL/ CONTRACTOR TO HAVE PLANS REVIEWED AND THE BUILDING INSPECTED BY A CERTIFIED ENERGY CODE INSPECTOR IN ACCORDANCE WITH STATE LAW. PLAN REVIEW AND INSPECTION DOCUMENTATION SHOWING COMPLIANCE WITH THE ENERGY CODE ADOPTED BY THE STATE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. SMOKE DETECTORS SHALL BE LINKED SO THAT WHEN ONE SOUNDS, ALL SOUND. Fire Reviewed 12/11 /2024 12:19:56 See comments in MyGov ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS 1 APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES SPECIAL NOTE I CONTRACTOR SHALL CALL FOR INSPECTIE PROVIDE SAFETY GLAZINGS AS REQUIRED PER (877)410-3070 SECTION 30R AND EMERGENCY ESCAPE AND RESCUE OPENINGS PER SECTION 310 OF THE CONTRACTOR REGISTRATION WILL BE INTERNATIONAL RESIDENTIAL CODE REVOKED UPON PERMIT EXPIRATION. CODE REFERENCE AITICABCATEGORY CODE INFORMATION SECTION ECLECODE TION CODEG IN auILDNG EFFECT 2nn INTBRNAnONALBUBDfNGCODEUBO MC) ELECTRICAL 0020INTERNARONALELECTRICAl- CO DE PLUMBING Nn INTERNATfON PLUMBING CODE UPC) AND N151NTERNATIONAL NEL GAS ACCESSIBILITY - CODE ENERGYCODE 20151MERNATIONAL ENERGY CONSERVATION CODE BECC) EC_URCAnaxzl 1NTERNAPOIAL NNE CODE RFCI NRA US ID DT R1 DM .................. CLUNIFICATfON R' NTMTYPE, REFEREXCENEEDS TO I'CLDOE 20211.P.C. IBC. iable601 PHASE 2 DRAWINGS �a L na: a�ayu wan+ra ++wsN�aa'I� T T R-0 ++u*>seuv +II+un =#UNI 11 T.� INFORMATIONAL NOTES NO TREE REMOVAL PERMITTED PRIOR TO WRITTEN APPROVAL ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND ALL EGRESS DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT MANUALLY OPERATED. FLUSH BOLTS ARE PROHIBITED. THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY ALL LIGHTING MUST COMPLY WITH SECTION 55 OF THE GRAPEVINE ZONING ORDINANCE. LIGHTING ELEMENTS MUST NOT BE VISIBLE FROM A POINT S ABOVE GROUND, MEASURED AT ALL PROPERTY LINES. PHYSICAL TESTING OF ILLUMINATION LEVELS MUST BE PERFORMED TO VERIFY COMPLIANCE WITH PHOTOMETRIC STUDY, DOCUMENATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. NO OCCUPANY, INCLUDING TEMPORARY OCCUPANCY WILL BE PERMITTED UNTIL THE ABOVE REQUIREMENTS ARE MET. SEPERATE PLUMBING, MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIRED. H LU s JU Z ° mW rn H Z L O m ] &a moo 111 LL�� Ia U3 tea" LU U FG a CIE o UI'p IS ce) _ F aNi C � nip 3 0 0 KX�D ahy 000 Cp DO .i' C) Q U) DID aa0 U) U ■ w ,.,mom CD J LU ■ COVER Q = Building 7, UniI ■ � V Rr Z ED LU �'a U :a. G1.23 u'NNO N -- W E a--�----- - - - :- - -- — --- —=— — I l}- — £ I EAST DALLAS ROAD —_ EXIST a" S 5. _ � 4:.� — E%ISi 6"- - - ----—BPB�,_— - Z80 � II O.P.R TC.T 13 12 2.70INAGE EASEMENT ' //////E%ISTINO 24' PUBLIC ACCESS, UTILITY_ �». I EXIST B" 5.5. / IN ST.ffiNORD222344D7 C.PRTC.T. i g ` -I LOT 1A, BLOCK DI 4. L� - BUSINESS PARK ADOITON �`- INST. D22 O, O.P.R.T.234407, C% (ZONED: TRANSITT. pIS1RIC1) / 16 10.86 o I I I 1 1 1 Id is I iL 10 U E _ II f EXISIING 24' DRAINAGE, UTI IJTY, ffi I ACCESS EASEMENT CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASEDOESNOTAUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. LOT I, BLOCK 1. HASTEN ADDITION CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT , CABINET ASLIDE 12126, P.R.TC.T.OWNER: 929 MAIN, LP ALL TIMES. (ZONED: TRANSIT DISTRICT) 03/24/2025 BY:ARNOLD RAMIREZ TSBPE: 1-3898 BUILDING INSPECTION DIVISION: — — — — — , RELEASE DOES NOT APPLY TO CONSTRUCTION IN — CC-08 EASEMENTS OR PUBLIC RIGHT OF WAY. MATCH LINE SEE SHEET ALL CHANGES MUST BE APPROVED. V 68.2. .LOG 5 15 1] 44.83' L eLOc s 18 14 20 Ca 2t ba.e3' L .2271 22 B NOTES D�AILRDRN�D�'.sNEET�,: oa,YD�DR,PEw�N�EUNE Laps (Zx LOKUTU0NRL 91APE MA%) - 1 A F-1 1. S� t / �I PUNS) J// 5.DUK �10' UTILITY, DRAINAGE, CENtEa5�9osM wASK g' ME OR CEMENT 1RFAtFD TRASH C &SIDEWALK EASEMENT p{y PAD n I ,� PAVING SECTION A -A 250 E ONRIC ELECTRIC DIM EASEMENT avunE pa E E 02180]1509 O.P.R.T.GT. I_ rwis _iIF j 2ss (Doc) _ LONG iu a avE uaq P i ary L a PARK xa Ig PROPOSED 5' UTILITY a' X� EASEMENT L50EWFWIK K ' R j' VA02 05 uNs) EE F `W PmI1ERs BOT1 WAYS B^ SMWNEC OR LtlJVW1T 1REATED LOT EA, BLOCK 53 z s3 c ORIGINAL TOWN OF GRAPYKE PAVING SECTION B-B INST. 10. 1221211111, O.P.R.T.C.T. OWNERI D.L. ROGERS CORP. (ZONED: TRANSIT DISTRICT) AMEN ON TRASH IA — SEE 14 PAD PI N —2.82' (ROD) I Im sY. Ism (SEE SEC o x 4 4�>)ON. I DRIVEWAY `DRKWAY 6" MOUNTABLE NTERs BOTH IWAYS CURB PER DETAIL N ER BROOM SHEET C 42 AK s MAIL BA IM at CEMENT TREATED • ' . 32.0o' PAVING SECTION C-C 1800 (SEE SECTION „Ts e-B) UTILITY EASEMENT - 'leoo•K z=IEE � zx ss � •ia.OG IV —I I_ .D m F-r I 260' (B ) --- 8.00' LOT 1R, BLOCK 1 oR VEwaY/7-7. N1S EA RRoON i I T 1 ADDITION cENTERs sDTN w TMMs"ME oR DEUENT muTm o I CAB. A, SLIDE 10901, RasE PE r.cT. PAVING SECTION D-D 1800 < OWNER: BHA REAL ESTATE N,8 . I HOLDINGS 'LC (ZONED: TRANSIT DISTRICT) ID II (Boc) BENCHMARKS 18.00' -yyo 1�2 49' (BOC) 1MC11 - SOLwAut AOINC THE -jTAm 8;00' 8a IaPAL WAY. 32.00' a N. t800'• (BEEeSB'TION $ T OF THE S,O.ECT CT N W*E s CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 03/24/2025 BY: ARNOLD O RAMIREZ TSBPE: 1-3098 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. it lr 20 �.I L 10.51' (BOC) tRO., �< 2.0' (BOO) — — — — — MATCH LINE SEE SHEET C-07 .—AF •:I BI9i� — — — az bo' - T7 Ir�� i� I BUD G 6 1R.00" (SEE SECTION a I r 22 L y 5.35' �p, I � la oo 5O PROPOSED 5' UTILITY EASEMENT F 5Aa 5.39- (SEE SECTION LOT 1, BLOCK 1, BUJG 1 A -A) Al HASTEN ADDITION L y 25 24 23 TRASH CABINET A, SLIDE 12126, P.R.T.C.T. I PAD OWNER: 929 MAIN. LP ��----II - I-2.29' (BOO) (ZONED: TRANSIT DISTRICT) /I „ IIM// J Mn. _ LOT 1R, BLOCK 1 � I M&H ADDITION CAB, A, SLIDE 1111, T. OWN ER: BHA RE REAL L ESTATE j= _ o HGLANS LLC 5.39 v � N \ � (ZONED: TRANSIT DISTRICT) E Ill 2zr (Boc) —� Ik zm 88.29' , VARIABLE WIDTH 24.00' DRAINAGE & SIDEWALK j BLDG B (SEE SECTION d MAINTENANCE EASEMENT A -A) I 0 2R 22 26 _ TE EXIST GRATE INLI ' 3 — EAST NASH STREET" - — - - EXIST B" S.S E _ -- - EXIST 2'X5' ROB GRAPEVINE MUNICIPAL COMPLEX BLOCK I LOT IR (ZONED: GOVERNMENTAL USE) NOTES ,. ALLNI:,a,slxNR�E.°FA�NF�NRaNNusaN„a�w:�ENo,m- - _ — � 2°as°R—I RE��xIN�,�xsr,��.�.NE�NW:,NITNI�.sx�Ml �RW�°E TxmE Px=°NM MIN °E s D. L° 41m xAL sL°PE MAX) D.s s 8 11En1 L �xs) t M BRooM 0 CLu,Ea5�905M wPaK xv 6 UME OR CEMENT IRFA,E° T a PAVINGSECTIONA-A iog= Nrs ^\ zk'Rg6 aM.Esx \ =:Fw e (]x L°N 1—NAL saPE MAXJ PMNIxc O.5 5 �iI a a g SOEWA E" Y ® s ° °_ N. EEN,ER) 52M°m w'l 6^LIII ORRL`]ewr ra[A,ID PAVING SECTION B B N�a ICBRIeyuHBm OMEN Dx N — _ PI uR .Ns a ru' RIh-- M11RY� F I M -- x �DRIKWAY l MOUNTABLE CURB PER DETAIL N ON ,e' CONCPflEA SHEET C-42 cENreR5A9oTH WAFT W,H Ba"ce BROOM uMa °EMERr mu ° Z N PAVING SECTIONEC-C ZO d LL (n J N zO 2xu'E- i Q Q co °a,rMAr i W caE C11, ENTERSwnT�s Dye ce RR°°N rZY MME °R CEMERT m mM W W PAVING SECTION D-D Z Z Ms o W/� a ~ W co co BENCHMARKS Z Q 1 M-Tl sQ� 2 U Z mE1-1u°xc O f1 U Q ffT e IaPAL wPr. V L.L KQ mMi s2BeR W T R mE AIB.S°i SHEET NUMBER Ems,- A2A.B� C_08 C- OR THIS PAGE RELEASED FOR CONSTRUCTION LIn P- BEAsaa>IN ri41T ALL TNNE� Oa z 1Dzs A/C AREA BYB_D Nc Hs E ION 6DR�uNIBALC1' -ES RELEASE DOES NOT APPLC$��yf�p�B,�E EASEMENTS OR PUBLIC RIGI1iaF �^TA ALLCHANGE-.E APPROVED. 1�,,i Cupola Area 1/811 =i'0" 5/8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING '000R scxeouLE a AND UNDER THE STAIRSW3w w a s<nm + Q If "xEo r Dro A, °+ 1 G N6NIF" 7s.� TGTnLAc I Area Legend US,E-1 i EVELI GOV PORCH 5] Area Legend Area Legend � AC AREA Gi NGN `C °RM"T'°""L"°iEG TOTk—UNDERRGOF — /j �A/C AREA �A/C AREA OCOV. PORCHES LEVELcoPEN aucoNES ANORooP OECN -� ;R nGARAGES CURL—PENDALCONEGARDRODFDECN EN1 OPEN BALCONIES TOTALOPEUMLCOxHANORODFDECN se] AND ROOF DECK L \/� , 0 _❑ n I'162SFC 11COEF° " —SF (7� LEVEL 3 AREA C6) LEVEL 2 AREA LEVEL f AREA �'1/8- i'0° 1/8"=7'-0" 7/811= 71011 o r t AYavM 11DI'FINIS°EHC RALLDRECU. rotMIS ° �J❑ -J -,�y�❑III J � � J IJ IIII--•LI�, Q"0 I u u u III Q� F Q� Q ENTRY DDDR WERXEADGRRRGEDDDRWI6LA88 PANEIR EIRERNNt GLpss HNNGED GE PANEL DONE D INTERIOR GLASS PANEL ❑ ❑ r y ff❑❑VUJ ❑❑❑44 JJ� �� IIIILJIIII �I�nn�I.,, II``L1` 1wIN OE RE IN soup PANEL LATCVtt MAY VARY INiEAANio LID CDRE ENTRY 000R PER N1FRrc DR DESIGN PAL�IGGE SELECTED ES J TWIN, IXTERORGUSS PANEL NULiIPANEL, IXiERXNt INTERIOR 9DMNG GLA99 PANELXG GLA98 ODOOR TYPES 7/4"= 7'0„ CCupola n UNIT 23 - Level 3 UNIT 23 - Level2 1/4"=7'0" 1/4"= 1'0" (2, 1/4"= 1'0" ram lia6mIHad6Vm�)IN+aOrv++PSPvi I m,,.secMJr� AFI rw I I �•br w.m �.�I er.,f ,.m..aPPw I I vx"a remu.w„aa rmu"urnar",I I I I om"i�e�.mo I oo FINISH SCHEDULE V) W QZ F Z m� �I O a F F � LU o P�gQ �O 3 at CII U LU =A GE L UNDER N ', aloes G�= .F�DRNANG�D� of UNIT 23-Leve/ 9 �J 1/4"= 7'-0 CxEo THIS PAGE RELEASED FOR CONSTRUCTION All *111 CITY.-R-ERau:��a No�,HE°�Bs�.T --A BY: ARNOLDO RAMIREZ TSBPE 14898 S-DING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED Nrza°o LE CSection 6 114 F I 'T I'LE IM 0 Section 9 aPl�k NN°n As.STG�E N d I El - I - - Cf5TSTONE l ®Elevation f 14"= 7 ,-0" ■ ermsw, — A2.23.1 CJ3D2 C 30 f W THIS PAGE NOET AUTt-PKE IEOANY WOEXIIN CON"ICT INEORMATIONHL NOTES �I.APPR—DE°I::IN aNINTHE"I ;EIT OS12412026 BY: ARNOLDO RAMI- TSBPE: IiSPB BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. w I y m+ UNIT 23 - Roof Plan 1/4"= 1'-0" x"x *V TNIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AIrt l", ANYWORKIN CON _ _ WAPPROVEOILIGNNG CODE OR R BOHIN TCHO SCE. Cln 0312412026 BY: ARHOLDO RAMIR£Z TSBPE: 138S8 BUILDING INSPECTION DIVISION' RELEASE DOES NOT APPLY TO CONBTFCOTION IN pLL CHANG11, OR PUBLIC RIGHT OF WAY, ES MUST BE APPROVED. , 518 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS Floor Plan Level f - Electrical 114 1'-0" (:2D Floor Plan Level -Electrical FELECTRICAL SYMBOL LEGEND RECDOUL GHT DESCRIPTION SYM RECESSRD LIGHT m RECTIONAU WPlEXCUi1ET 19 A,, MIN. DEL-mCUNTEOFL m GROUNDOOLT INIERUPIERWPIEKOUIIETWI —MWNTE11I%R1RE YAVGLT WIIEi $ GdRlIERTGPUGHTMSllNDET111PPCP RET PNDABOVE WPIE%OUTIFf 42'A,FF. � VFNF IFAY FLOC_CL E➢DUPLEX._T VE LIGm ITT) CEIUNG—FED DUPLIX OL-T CABLETEIEYIBON 8IMERNEf ACCES6 SOFFIT MOUNTED GUPLIX OUTLET c CEILING FPN 31NGlEPoIE:SWRCH OIMMERSWRCH N 3 Floor Plan Level 3 - Electrical 7/4 1'-0" SMq(E DETECT., RUORESCENTFUT.URE�o.®e.mnmrew..o.m.�x. TETEPH—A IB ED 6666"'��d WEnTNERRt00 LIXOunEF W-R1lOD LIGHTS q w. ie . SMONEUETECTORWIREOINFOHWSE INMATI FORONAL NOTES r CIRCUGS-WIeATTERY BACKUP IJ 1�1 DOOR CHM1EG AS SFL,WAL1ArtD.SEtDW f&LNIG �I uSO—EBIOR. SCFNTDELORATIVE I PENT VTy OR GHANDEKFRASSEL. WArtRPR00FRECESfitD LIGIIT SINE UP UGNTG G46HEATER ® HOGE BIB — J NOTE VERIF1'WTHMEPPOSSIBlESU6PANELSFOREACH1LOOR �I F/oorplan Cupola - Electrical C4 114"= 1'0" — lo1 1 R J �� "-A4.23.1 5/8 TYPE-X DRYWALL REQUIRED ON GARAGE CEILING AND UNDER THE STAIRS Bldg 7, Units 23-25, Leve/ 9 UNIT 25 UNIT 24 UNIT 23 THIS PAGE SED FOR CONSTRUCTION III mIeu 'N. CIS III INGOROININANCECT 1111INEORM1MTIONAL NOTES GTY APPROVED PLANS TO BE KEPTOX THE JOB SITE AT ALL TIMES 03I24I2025 BY: ARNOLOO RAMIREZTSBPE:I�]SSS BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. I Ah w m - Z H 0 s IUD 0 CF o- g E TU� �ay U�3 w oIS r „s 1 ■ Pam=,UN��.L�, AB1.7.1 1 UNIT 13 - Level2 114"= 1'0" UNIT 25 9da. UNIT 24 UNIT 23 CRAP. NE, TN■ PAGE RELEASED FOR CONSTRUCTION mar+,wYmu.."nrmrr.<mwa.`" RE==Nl ILDING CODE OR ZONING CRUNANCE.INFORMATIONAL NOTES 0-12— BY: ARNOLDO RAMIREL TSBPE: 81118 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. w U A Z F 0 g ]U 0 CF w M rtLL� a gE TU �ay U�3 w o 1p w M UN/T 13 - Leve/ 3 UNIT 25 UNIT 24 UNIT 23 THIS PAGE SED FOR CONSTRUCTION III mIeu 'N. CIS III INGOROININNICECT 1111INEORI-TIONAL NCTES GTY APPROVED PLANS TO BE KEPTOX THE JOB SITE AT ALL TIMES 03I24I2025 BY: ARNOLOO RAMIREZ TSBPS. ".SS BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. "-AB1.7.3 UNIT 13 - Cupola LJ 1/4"= 1'0" UNIT 25 UNIT 24 UNIT 23 I I THIS PAGE SED FOR CONSTRUCTION III mIeu 'N. CIS III INGOROININNICECT 1111INEORI-TIONAL NOTES GTY APPROVED PLANS TO BE KEPTOX THE JOB SITE AT ALL TIMES 03I24I2025 BY: ARNOLOO RAMIREZ TSBPS. "..S BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. V) W Z Q� � ] U 0 �F 5- g E TU� 98y5 U�3 0 Q l w r „s -AB 1.7.4 ,t FIREWALL AT CUPOLA 3x RaF1EP9- - , INsuLAtiai : // ��r�aR e,�Arumc � � // ruwicwcrare cerni�s �AwATu�_ u u u / HT— aw�.L A.� oR SEPARATION ,OP w,re§•u-sno _EAm� LINE oeN�EAss s UALi T.i°rvaO —--flREWALL AT PARAPET ] � a,E-r=TlI' / camW wins 4Trexs. cw Wrt FIREWALL AT PARAPET i r I �nmuNo.T oe«uu t ,w�uAr� Ts � 7;L. ZT- P-A,E I TOP rsnre � n11S PAGE RELEASED FOP CONSTRUCTION - N-R—ZONAL NOTES —CPT Pa veo Pu scro eEN PDTNON THE IGS—AT BY: ARNOLD O RAMIREL TSBPE: 1.3898 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ;TERIOR WALL AT PARAPET f. r roi.rr�re roPwO — � 1.03 m� ixsPEr��E Z o �H g � J V — Z m AIM �tlrL_ a�� x Lij aym T U B 1 � O Q�� w F--- 17 N.V,no� NW oNe ]vb ays 9 a J/ �� 6 k W Mom, _'rtt^rlLailaJ iNsuLArlwr-/ MCRE*ENM FCR uPfEa ]6 . - s/e eTr&rt, BoarID qqpp�� rCR �fG4�' ¢ T"SANaE¢�:� ■ 9�rA AB2.0.1 e ,' ' I. HOMEELEVATOROFTE%AS Typical Hoistway I"^L .�7,... a�m Construction Details I. I"m�.µ�r'%. C —°°i—ox x u. 7 i m F'TYPICAL DOOR LOCATION OETgIL YPI[AL 00 R NATDETAI SAMPLE L AerION Lr SAMPLE u.sol,u. a xas,w.. oaw,os�w HOME ELEVATOR OFTE%AR HOME ELEVATOR OFTE%AS I HOME ELEVATOR OFTE%A9 im Wi'owexuxlsul SUK,nr uu is me nk xux«xlsumsul [c,nx fluL. 10 n LL, Z F 0 a ] U Z 'o WM -= J Z ray to �gIa CD8 U i„ M ■oElnus F�EvnioF NoiEs "-AB2.0.2 Q� oenasraassnmrrmm�reasepararmnwaus Plud- Overview r liewryeumae Ar.w�enmvmWaridmwmm resnwue ,nanmren n�a>=:w�m�,N�mY�rmra.nari,m�a°rev,aarw,rvmaar,w . Bm'� arrers-mwn.malue,,,m am,emnaew rmu mm,a. 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NWIS 10 LL, Archnecaral Spdfi-i— ui LLI A LL, Lp Bl� 6, ftI,ld 1 11, 1-1114 1� Mll ..I —RIG-1 M-1- I. R, U.M., Lll� w. I—L 11 H— A f— M fi-h—. —I W NE NE'. fl 11114111 —2 Bldg 4, East Elevation I CITY OF GBAPEVINE TNIS PAGE RELEASED FOR CONSTRUCTION RELEASE ODES HOTnuTHOR¢E ANY WORK IN CONFLICT WITH THE BUILDING CODE Oft ZGNING-ORDI"A'CE CITY APPROVED PLANS TO BE KEPT ON THE JOB SRE AT G3I24I2025 BY: ARNOLOO RAM IREZTSBPE:I4858 BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. CAST STONE MASONRY DETAILS ON FRONT ELEVATIONS (TYP), NO WOOD TRIM Kati, gvx�l-a�iin I !J Units I- South Elevation i/e V-o^ Bldg 4, Units 11-13, North Elevation 114— I,0„ UNIT 23 III UNIT 24 z -10-T,, = - Bid 4 East Elevation 4 ire.= _a� UNIT 25 INFORMATIONAL NOTES V) m m w z �F 0 a ] U Z m W �. CL F" gE W ��1 3 a gE I U6 w CIS r „s ■— „ WIFF T eLIL.f cc.CF as zo coP. rvCF NFORM1ATIONAL NOTES MES BY: ARNOLDO RAMIREZ TSBPE: 1-8888 "ILLING INSPECTION DIVIS,ON. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANCES MUST BE APPROVED. � L� WUPPER SCUPPER SCUPPER SCUPPER UN/T 13 - Roof q � UNIT 25 UNIT 24 UNIT 23 ■ alm,,B�oFP�.�„I,z�za In - AB3.7.1 3 Foundation 3d Rear OF THIS PAGE RELEASED FOR coxSTRUCT x NOT RIZE ANY WORK IN CONFUCT EBU L. eo PIAN LLOTB1El.1AeP� ITE AT 03I242025 BY: ARNOLOO RAMIREZ TSBPE:1— BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. 4 Foundation 3d Raised Front Entry Detail ( Foundation 3d Front w 1-0 ,o 1 E1 co C0 7 0. o- UNIT 25 (1 FOUNDAT/ON PROF/LE L J 114"= 7 0" UNIT 24 UNIT 23 VERIFY ELEVATIONS WITH FINAL CIVIL GRADING ■Bap, UNonTi-PFttirE. ■ srre.. ■1w.w, .n.nuo -AB5.7.1 FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS GENERALNOTES ABBREVIATIONS VALVES AND FITTINGS MII- — - 2 T"MINI"I"21 `.�NFIOITTolm F T" =IoN= — 'A Ll IF— 11-- T_ — -- " I NTI IN -N PI am E„wTarrsroANoinw,FssFlAuaEPAFlTorTFlEowaiN I = '7 _F_ NE- HE7�=,I 5 D A— 1. T��T_ _ 'T L'MAN 0—IN11. REZp— I iss EmxE AXLB I _T l.Ll E I I T_ A T 1� ="=,P �TNBI` on PI I I`— — —K TE P, NT 1— UL UN I.— I away Ise nu AT IES g.AN.0_ 1— .1 PA �"I. =�T I TIE LINE TYPES T' PLE— 11. R -IT ==N IAZ 1�71 Z ..I. AsI—— I I III IPN=111�1 TX�fl IK 1111— 11 11 —NIIIN -1" =N FIRE PROTECTION GENERAL NOTES "ll IE I III ILZAN%1.1=11 � '11A ERIl ANI =�'�PAL''T .� LL —1— F I IN Tll D HULIC CALT ONI $HALL DErDE ="` �Vo I IN I . E =E. LIN. A-1—LE 2�=� —El .11. 181 1. lE.E NT F -AN. .11 lI R � N��EEN.T � "ET � I �I A, D E—L., A —R, AER' _E 3 8PR NG LL AN "TTIN 11-111E VIllllllll=Nl%'E" T. r� ElER 5 F= 1111=H V " 1WE ZITZ T �TTO I TAll-.T. PE =I.T=,,E.T IM T'll 1111EILMD 6 R E F T C I= � o I �ZINE'NI RI 2 T �QER� PA 'U W "Dol Z o TY101 1 F0R'.E'C' C'�.Rolo ' "= AGF'R.0=LLR `F� ` --l— A_QPN2� I TIE 11— TE. 1 —A IN ATI- To 'E A . U. , COMBINATION WATER/FIRE SERVICE ENTRY DETAIL I 6AMPOS "NOINEERTNG—J INFORMATIONAL NO— THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT INFORMATIONAL NO— THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT CAMPOS "NGINEERTNG—J re -"FPO.02 UNIT 25 CUNITS 23-25, FIRST FLOOR PLAN 1 114^_ 7,-0" UNIT 24 NOTES BY SYMBOL FIRE PROTECTION NOTES z�aEOEIEcoR�E�A�,aPv,aEFEnEE.aE„�w I"m��a"P'�E`roE",as�"a�TM�k [Ar,H[aGi[ oN cc NOTE: THIS IS A PERFORMANCE BASED DESIGN UNIT 23 LEGEND PEP-EPPIPE INFORMATIONAL NOTES i i i r� i _ m THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT I AMPOS C• �- �—EN OINEERING� dlaa an.. �,o �>ssn ��m"' %-,,FP1.41 NOTES BY SYMBOL FIRE PROTECTION NOTES =a " "m a E`roE s" TM k [AriH[a oN cc UNIT 25 UNIT 24 UNIT 23 CUNITS 23-25, SECOND FLOOR PLAN 1 114^_ 7,_0,. NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND --E-111E INFORMATIONAL NOTES w z O U) z O co w W tme 9 w F Ws CAMPOS•� "NOINEERING J dlaa an.. ,o FP1.42 NOTES BY SYMBOL FIRE PROTECTION NOTES UNIT 25 UNIT 24 UNIT 23 UNITS 23-25, THIRD FLOOR PLAN ol NOTE THIS IS A PERFORMANCE BASED DESIGN LEGEND = 111—— -IT 1 THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT G I&AMPOS "NOINEERING-J F P 1. 4 3 UNIT 25 CUNITS 23-25, CUPOLA FLOOR PLAN 1 114^_ 7,_0,. UNIT 24 I IN 0 NOTES BY SYMBOL FIRE PROTECTION NOTES =a " "m a E`roE s" TM k [Aries[ N G oN cc UNIT 23 7 7 7 NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND .R-E—FlE INFORMATIONAL NOTES THIS SHEET TO BE REVIEWED BY THE FIRE DEPARTMENT .:z; i i • ��oa „,„,.EMTE��.�EL CAMPOS•� L; E INEERING J •u..^w. an...,, '--,, FP 1.44 ILI, :TT T_ TMT _T_d� 0 LA 0, PT [l - — m F=INMRWLBONA_NOTES -4] ale one ............ Vy THIS PAGE RELEASED FOR CONSTRUCTION llEl NIT 1111111E "' '11 N 111IL", OItt PP..-. P -PT .. THEJOS SITE AT BY ARNOLDO —I— _PE.,S... BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN BASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. I I a >n�EyrR�y� N�c 6.f f CJftfM . Yo l i�. i?e ail q-1 /}I�,•saPm��ee� �I � of �IE��L�ia I Wn �m�.2f� cN t4 �Y�I wi nc�m N'I orzrtle I I A., I,_ I I y� � ��;�I �� 4, J i4�u10 9 30dA 4y� Srriw6�caSIR, au A o:rr° — 1*mA, Loao 1 . r .'»uss i Bm IPA � ° 17—�—� ruwTluu oo- i�vo I I I I 2 9 is siNid® rsaMe sMiden rsroE F_ Is I P' Ise A V ARC .� r1 Z. ' ........ — va. I wui o,tT+ I �� m 3i oPTlaxcl. c�a.Ne ctW 9 I mot.• �� ^ors m � w�cm O � O °mm Tmr4ws MINFORMATIONALNOTES e, zr'a �Ia m AM`IJTolMZ 1 p� VEiw I �o�vEry �Ped ��II ImI V) w z 0 U) z z m �a w zo a LLJ F- a TNIS PAGE RELEASE. FOR CONSTRU�ON RELEASE DIE' OTAUTHORR NT WORN IN CONT" e,,,erv7 _ CITYAPPROVEDP NTHEJOB51 M _ 031T0 ■2412B25¢crnawlwmi—O BY: ARNOLDO RAMIREZ TSBPE: Id BUILDING INSPECTION DIVISION' To 1111TBNvraareA RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ■^®N _»u. Hvvaenmrz NA ALL CHANGES MUST BE APPROVED. EOO 11 im, 2 I I O O CLighting Plan Level 4 Cupola 3/ib"= 1'-0" v J TElectrical Plan Level 4 Cupola CLighting Plan Level 3 3/16"= 1'0" TElectrical Plan Level 3 3/16"= 1'0" CLj�htior Plan Level 16"=i0 CElectrlcal Plan Level - EEINFORMAHONFLNOTES id CLighting Plan Level 1 3/16"= 1'0" C9 Electrical Plan Level 1 3/16— 1'' 0" ■ CITY THIS PAGE RELEASED FOR C-STRUCTION o3` 4-25 BY: ARNOLDO RAMI— TSBPE:li888 BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. . ALL CHANGES MUST BE APPROVED. UA F- Be Be ■ a, m LARRY L. BLACKMON. INC --- .. THIS PAGE RELEABED FOROR CONSTRUCTION RELEASE ILDAUTHOR ANY K NCONFLICT mHTHEBUILDING WIDE OR ZONING ORDINANCE. n CITY APPRGAEDPUNS rGaEKEPT DHTHE JOB SITE Ar al t.: uuEr j y — — _ _ —� _I _ us ux� I 7/•e.s� Y a32-025 twcrn 4 A c r BY: RAMIREZ 14898 H. P �RINDIVISION \ I I BUILDING INSPECTION DIVISION' RELEASE DOES NTNOT APPLY C RIGHTCONSTRICTION IN EASEMENTS OR PUBLIC RIGHT OF WAV. uErzn t � f ALL CHANGES MUST BE APPROVED. ■ \4 —-low .SITE GAS PLAN 1 " = 20' L ul Z 0 c U A mwZo W g3 �m 5 —Al o\ — i I LLI `3 ♦c R tc � nA t Nt s N:1a xP LARFYII ELAcNMON INC MI 10 ,ttrtxxxx `"�J" _ SITE ELECTRICAL PLAN ■ �,a�,..,.. 2 1"= 20' ■onxnueucamoux .,.�e7 ■- EP1 ICC—ENSING UNITS e dIR HANDLING UNIT5 _ I DUCT LINER DUCTWORK DETAILS 2 BRANCH TAP DUCT C — / CONNECTION DIFFUSER [, , b � IIIIIIII� IIIIIIIIIIl4 I w DUCT CONNECTIONS TO MAIN /G ` PRESSURE DUCTWORK DUCT HANGERS — LOW �/ + SUPPORT FLEX DUCT CONNECTIONSL� TURNING VANE DETAIL 9" FLEX DUCT CONNECTIONS AND SUF—RT MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE GRILLE, REGISTER, AND —USER SCHEDULE FRESH AIR CALCULATIONS � I Ire I owws.. MINFORMATI NALNOTES I VIF THIS PAGE RE R 0 Ta<- BY ARNOLD O RAMIREZ TSBPE. 148H RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. U) LU Z 0 g U) O m w Z fioLU i oa OL F- � �~ ■ mrnw. vl.n a m LARRY L. BLACKMON, pINC. � mpia.un. i�nzmua ■ tacx+M-x Nprts'oErnl�s ■ w.rs.. ivo>r��rrnr w M000 Mechanical Plan Level Cupola 4% 3/16' I'0" MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE ZONING ORDINANCE MECHANICAL SYMBOL LEGEND ,,.,Mechanical Plan Level 3 \�1 V16' 1-0' �I .Mechanical Plan Level 2 U 3/,K_ " N', LEVEL 1 A 2 CMVAC DETAIL 3/16-= 1'-0" it' TMechanical Plan Level 1 THIS PAGE RELEASED FOR CDNSTRUCTON o3`z4-25 BY: ARNOLDO RAMIREZTSBPE:li888 BUILDING INSPECTION UIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY, ALL CHANGES MUST BE APPROVED. . m LARRY L. BLACKMON, INC. e�7 ■ ip.+ia.ys. Imumza ■ tacwwx Susumtn ■ -M1.23 READY L" 'HE NTENNER USE' OP N SHALL NE I LABOR THE GUASANTCE OU nrvo/ RED BY oN DaoervcrA(AOUT"ORITM "AVlrvcAN, FHE L.,AL SIDE uoeo TOINO LAN O"ATOerN (N C uL. ETL csn),'AN. Al.eP eLE TO THE AH" I', IF CoMDN�ATRCIK AFLH FLAT F — PR TRADES AN THAT TUP VARIOUS CHI RECUIP. Ill. T- PER oars sTATo IN THE RACE All TERM `UF`NN ARM PAF`N NO NINITIIATIN P.N AID DEAN. AREAS TO11.1 BY III TO FLE CONCRETE BASE' iz. reIPAN1w. ARET °iCUP O"I', THI SECTION PNCCl ION "AID H _A I P R " ", FAIR REFORN AIR PAIN'. CAi N' FARE C_ ANY. TUYJ, IN PC I11 W1111 c1 1 FOUND A C. ULASN ARCH TEST BEFORE INSTALOND ANY 801 NOT I.C. . ITTE IATTA OR U INNEAN W EDLISAMTRY NAN,I SY AIR I RRIUDE SCHEDULE 40 PVC III CLEPUDS FOR APPICAL PLEASURE Pp LADLER THAN THE TIRE NER— AND I. PRE ""I LAROE' NAN IN III- E,III L"'CALLU �u„UR oDAN �M �r�oUeoN ARAL SATEA TILT, N,,LARH SHALL EDR MECHANCAT, EDUIPNIII' TEAM INI Ear;PMENT I.EPLAM TO EI AND/CAS oE.ScarBETT ON TH RDHITECT ANU/IR CAIHIINT aFP°ERE- oRs AND DUC"C RK LINES AN ALL BE I �I' Oui%2 PoHINDIIIE"TCIUly ne[uausR RN (uncun) oT NI N ETAL BY urvER TNIO1xry sas Gu eoT" orre[crlorvs HEAVY PLAY FIL III TRIP Aro%O""'ET raauC, auo mm zolurs CAR.mIm .t mos '/= BLACNINSIDE PALA.-O . i o IF "I FBI,`,I E OEo PPEIno. A oA DIIERENTAL ACROSS DAM PER PERESENCT MI PRE�R�AENICFMO.DEL MA/o IAIPER of/;BRIEF ATUND R.S. NE_ METROPOLITAN AIR TEI.N.O.Y MODEL RT-11I OR I.— BY Y.— I -Ell eeN AACE'S To CABLE EETMETAL. WITH sMNDTN INTERINR suRrACE 11 LDw PREBHRE ( BH(SIDE LI* PRESSURE DLES PRLHCIA IS To OAANTIALED ;NO C "THIS <,LHEIA1NA. REacu(oucr"E'ssuRc cuss z i'��ola wc.j r�Exie��ouc� s"ALL BE ILIN.ARTER TYPE CR. MIE n[) /vx FUNTS DUST DAN 11ALL NOT o i%z oiNCH�Es ECT Cour"CT I. THE DUCT IHALL PAT BE IEII IRAN u�/z IIxcHcs MATERIAL 11DOS OF orveorR ARCTUND — IN AS .RP NNNAA, ON CUP FARE ANC — 11 AT SUIT TAPE IS A ILAMI APPIR THE OFFER INI.Rrvo%oreOI of IRS NP`R w°F"AF'" oum raR Irvmscnory TESTING AND MAINTENANCE. LABEL EACH ooaa"(IFF mHEr.MMNiI- LETTEI NS) Eo ...... F/sN NruE� rMno Q aEPMD A '"A" 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 ACIIIIRAID MANFULAN',«)AND EABE PE° DIA.LAID Y AIDHAAFI RLO.D CAR IS TURNS SOLUEN 1014T�,�ETRF CENT AN AE) 10 a 1.TN A Aow STREAM of DRTDHI NITRDRN PAE=INN NCULATE SINION LINES WITH r AND NDNID LINES WITH vz F.A.E. PLASRc A:Ic',' s zOa) TD SIMI IL TRAPS AT THE BASE BE (EaMAce'""lAY --IN IF vies e `1.1 IN C. rylA iNs rs comauETE REP. IS FICIII AITRI.IANT TINIC III "I "" A, NO. NO IR .RURAL PICIRIIINTS INCH A161ATEI III THE D17ALNI�l�l�EZ�ITNolACCI��"ToIDIAL�l�IVo�LTIAGT�E OF TNE SYSTEN By THE hCT/EN NE° `IN, oc�,RRINO E LARRY L. BLACK RUN, DING. EN I �A n®ennmm r�mr* a m+-ew. Do) PAGE RELEASED FOR CONSTRUCTION WI P OWD ING CaOEOR ZONI I. ARLD -SEE O'TN THE JOB SITE AT /THIS / d ;t % AIDNAN 111 ".- 2oz11111r 03/24/2025 ■CARTICILSBCIRa BE. I■ BUILDING INSPECTION DIVIEION RELE EASEMENTS OR PU BLIC RIGHT OF_yON IN .I`, ALL CHANGES MUST BE APPROVED. MSOO PLIIFI�NG va arywrxc sremv woe a�cAana� w7v ; 1. u A x xx olsc 3 4 y 5, — LI .�.omsr aPocu�cxerPor��«� � so.. . 1P, DETAIL EXTERIOR CLEANOUT score: xls �e TWYEI APPLIANCE Q,45 CONN. 5 BCALE. — 111INEORlM 0—NOTES (:24Y'V' YE. THIS PAGE RELEASED FOR CONSTRUCTION CITY AINPROVED PLANS TO BE KEPT ON THE JOB SIM AT 03/24M2025 BY: ARNOLDO RAB— TBBPE: 1-11. BUILDING INSPECTION DIVISION: RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. xn m LARRY L. BLACKMON, GINC. ■ nx�Ix�xo�osrxu ■ w.ra. P000 yl 7 �INFORlMTIONAL NOTES CSe,, er Plan Level 3 3/16"= 1'-0" CSewer Plan Level Cupola PumainG svriaD� LSD I J Q E ,Sewer Plan Level u 3/16"= 1'-0" Water Plan Level Cupola Water Plan Level /� Water Plan Level C 1'-0" I eLurlert� evnaoL �vsND 4 L "'�uirj11w\. m CSewer Plan Level 1 3/I5"= 1'-0" CWater Plan Level 1 3/Ib"= 1'-0" VA RELEASE DOES NOT APPLV TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MOST BE APPROVED. LU o LLI z 0 z ILL] d= z a fi34 o f sa m LARRY L. BLACKMON. INC emn7 ■ � ims+a ■ tturelrrc:Nx WRA zrzozaRxun P 1.23 .Gas Plan Level 4 Cupola r1 3 _ 1 C C] Gas Plan Level 3 3/W- 1' 2 Gas Plan Level = INFORMATIONAL NOTES LIT—L—___ �_ _j (j)Gas Plan Level 1 3/16"- 1' 0" U) W Z 0 8 In p Q] Z fio i oa Li LARRY L. BLACKMON, INC. �� ` Wo THIS PAGE RELEASED FOR CONSTRUCTION FELWEITII H TO111 RE BllllD NGO1111 ANY IINI IN OODE OR iON NG OROINN CFE ICT -'PP_' OM TNE""_AT ALL e rcosmnmm �-awza '""p ■ �+ ■ wsvwuuxGa 03124/2025 BY: ARNOLDO RAMIREZ TSBPE: W858 BUILDING INSPECTION DIVISION. RELEASE DOES NOTAPPLY TO CONSTRUCTION IN EASEMENTS Oft PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. ■'�' �,yR o M am" r 2 . 2 3 F_ IE-1 T." �N NTZ PPI r-Nt =MN�,`Kl��IZ�. M MMT -A, Wt MUL-T-W WGWALI 2 H Ml� AFA;r M=MM2 ZIZZZ 4DALULS.AB.E =�=T *V 10 2HIA��1517 �IAB. ZZAT �1 'T P I.IL IA- S IL ME IHALL 2,��L -1 IHALL OT Cl- OF GRAPEVINE TRIS PAGE RELEASER FOR CONSTRUCTION RELEASE . . . . . . ODES . . . NOT AITIIIIII A"Y 1111 IN CON' - - B-C N . CODE. . . _. F. IN- ALL CHANGES MUSTBE APPROVED. 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CONTRACTOR 0 YNTY ALL ➢ REN RAS PPBR TO POURING ID ANY D111ENSpN ➢6CREPANCIES OCCUR BETWEEN ENGINEERED SLAB ANO ARCHff&TBRAL =' U PLANS, TEE ARCFBTECTUPAL PWN$ SEALL CONT�L CONTRACTOR PO VER6Y ANY AND ALL E16EA➢E = PREPARATION N BE PERPoRNEO AS WDICATHO IN THE GEOTECIUTCAL RE NT kUA THIS PROlPGT v MATERIAL — oo'i (rver?o�eimm 11 � mrv.F�c-w _1 TONING .iAiw�LeMim�lm s IN ea curs Rim RHWIPAU 3 I� J PESI6N i e�'I"''m. ewowors. suuwu Rxu c o Ld a zJs .uv svumuo & L I= a J ETIEmir a a a o ,.m x wsuvexn m mlus earoue . vrsr V J w M15OELLAN�EOUS r Z 0 Z sare%�wn m - re� Q O/ � aRu la I urea or sum meu �� a uu. Poir �ac�"� a � m wnw. rolv.ux s w rove coM.L w co� CO L1J a w Z 1 Y 8 V Zwu~i r m GIN OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION a w Q RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT p a Z WITH THE BUILDING CODE OR ZONING ORDINANCE v LV V CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT ALL TIMES. 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Z a45 HORS ®2 °C c� O = J TIE DEAD END L BEAM m a45 a Ik' POLY b 4' SA'VD LUSH.ON. EL, d a_s VERr } - VERTICAL a0 F ll Ln a «a's HORz. _ 'a . _ NOTE: m BEYOND N 1- L L MINNUN OF 12" INTO 1 IMDIETURBED EVIL OR N IF crRANDS CANNOT BE co 2-a55 BOTTOM `-BEAM STRANDS MINI" OF 12 INTO g�� MINIMUM OF 12' INTO •m �` COMPACTED FILL WIDTH BEAM STRAND5 USED FOR STEM WALLS, - WIDTH UNDISNRBED EOIL OR (WIDTH UNDISTURBED SOIL OR IF APPLICABLE TCPL4 HOTTOM. z I� COMPACTED T, COMPACTED FIL_. zO 7 O zo -:2 SECTION AT DROPPED SLAB M DEEPENED BEAM SECTION ONDROPPED BRICK LEDGE OP SECTION OF STEM WALL-, ; o Sly O MINIMUM 1/2" DIAMETEIR ANCHOR v J BOLTS A� TO BE INSTALLED O 0 O LIVE OR DEAD END b' " O MAX., AND /v m EVERY mmar<oE xe rn.orvnc Li BEAM STRAND PLAN AND SECNiSECTION NWITHIN 13" of EACH CORNER wux°ozc.°•.u�xE�o�wc�e�� 6" b" (IF DOUBLE BEAM STRAND) �ECFOte SIbWI ALL M APRILA61-E To EACH —UPOT. EMBEDDED M RE.ATTTACMn NT IS °c xzam�aommw m CO ~ LIVE OR DEAD END U M ALL Wuci ` SLAB STRAND 5) FOR'D' a "W" DI,+BB51016, SEE NCTS Wl RPN SHEET. WI � T a w W ) >�vENOT651RENNAND SwTEo BST 2' GNAIft (I FT MINIMM CLEW). .;olNr 41N THEOF w ) •ES eEs LATe of Au. a w w Y ° «45 HORS.e l2"O.C. Ifl )I— ENP25 AIKN (OE °PD END( OrzPwALLS NOT MORC �.sLn Exrsvx wasx°,m°rwnr " V Z 5 U 2XI0 FORM BOARD ) ExD CAELE N M R:�v�5E0 of LOMRACTORS DIY,f+Ex�N. �nsa (n O 1 IC 5'eEnr+s 'No oro� _ M ACH P Ares LyJ J )) -Srro L�AYERuroER blAe N 4TN ae 6 NLPoLY Mi UFFEo.alx5. LL LLANOG EHORAVE TO epee ex.x°es.ua.e.rmo're°. Q m (TYPJ H a45 VERT a I6^OC. g�xex M LIVE OR cErw END SLAB srRAtro 4 D eoLTA L °" uEiie)iza�`�� mzoez rT� - Q O —SLAB STRAD i—L� BEAM STRAND WHERE AFPLIGAEi.E _ AM`— O PY c :1 O Z Lj IN W f �r EXTERIOR BEAM MINIMUM /2 _ ,¢ o N e 8"OL �aQ T�� E DEAD END �H Y T e d�Vb N, m N O C : III II 11 ZEE ISLE_LArvmuZ NOTES 'M ON SNEEf 51 2 SAND-B FOR / E ^ - POLY a 4' BAD G15HION. i ENDS CAN BE NA LED OR WIRED J N IF �. - 'r Tc'A'd U. J Q BEAM STRAND(5) \ - Crvrv. c - EDAM STRANDS To THE TORN B.^,.Aeos `a LC WHERE APPLICABLE B's STAKES AS REQUIRED TO E 24 66B923 J _ MAINTAIN A 5" CLEARANCE 6 yygLLsNIT PMORE r iazz O I SOB xumata RS M N. 12" INTO NNISTLRBED vJIL FROM BO'TCM OF BEAM n�o tlawnent me ° _ xyT F°yn°eBwt E L az<rA r c4 cC,IVTEV FLL."— III—u-' STRAND END LAY -OUT TYP. BEAM ELEVATION - °^ - ELroN A L eo r DETAIL _ ®STEM WALL W/ DROPPED BRICK LEDGE SLAB ANFO R1_1DR—x°"a`. Fi WALL AN° R E To 0 �. �� 15 S2 LLC GRAPEVINE BROWNSTONES, CITYINE OF GRAPEV TMl PARE RELEASECONSTRVCTIGN NI 4Y RELEASE DOES NOT AUTHORIZE ANY WORN IN CONFLICT HEBD,LDING DDEDRZDNINS aRDIN N E GRAPEVINE BROWNSTONES - PHASE II W _ APPROVED PIANq TD grdrTON THE JOB SIZE A! 7M6aS25 z 235 E.NASH STREET (BUILDING 7), GRAPEVINE, TX N w ARNOLD RAMIREZ TSBPE: WEBS BUILDING INSPECTION DIVISION, IN PLAN: BUILDING 7 U W ' RELEASE DOES NOT APPLY TO CONSTRUCTION EASEMENTS OR PUBLIC RIGHT OF WAY ALL CHANGES MUST BE APPROVED. U 25a5 N. Plano RoaE J — - o _ R 4aaa RicNartlson, TN. 750E2 J 00 CHIL�RESS^�' ENGINEERING SERVICES Z 3 9 c) Ro I m w L REVISION LOG J w III DATE D 6Y NI o Z 4d REV.# DESCRIPTION: I¢ma Is I o W -- a � I I 1 I � I I I I .cs �I SHEAR WALL g gig PLANS O 2 _ 3 4 £ !il a oil Ln a mw C? ram E N W LD Uwr CITVOFGRAPEVRB: cc CIS UOOES NOTLAAimfoRFZEnNCVOwars7 UCCVON 9 - _ clx Avmov[ol polrvG co0E OR_NINc ORDINANCE CT V g pL �rySyr ox THE slre ar J j g x~$ p uxs0312441,A20022.5 lv� m _ BY: ARNOLDO RAMIREZ TSBPE:Ii8B8 Z n BUILDING INSPECTION DIVISION'. gg ^� RELEASE DOES NOT APPLY TO CONSTRUCTION IN 0 2 EASEMENTS OR PUBLIC RIGHT OF WAY. ur i ALL CHANGES MUST BE APPROVED. Z F i 0 3 9 ! T x�►, mow. K m m 1 { �_ � (sue oDM Iryr,) 1= rr ty x /s>, I � Z xa, ___ _--------------- -- ------ A 4 9nB (l VY IFb j nW� [W xOb RWA 4IM rEab M am aw xOb W 4F O� Ins/a',Ie' K The seal aPPearing an this Q ul U3 2 4b document wns nut prized by UNIT 25 UNIT 24 UNIT 23 Tony H, Chudness, P,E. N72o29 1 an ip/D71Y4 (Record copy on f0.e) w srvrvs mmi �7NEERING - f,� 000pppp9 S(-,P u s ,/,'�P PR Pon x/ (1) "'• rp)'vz�ron �w�em.wen . �xnsmup src es xs� ��/(aqx"' a/a'TMSw000 iq.ms Glw ZSoOFTION eHIL.oRESS� 72029Aa:� & _ C G1S1E�" 2 __ GA@,#GE DOOR OPENING DETAIL IWFl w,x as s.Nt%M swi,Nwus�ixxousx wwFtt wxL aaalta�000a DETAIL F-7422 F �sECTION 1 ST FLOOR Th document nayy not be changed V a""" In any fashion wltheut permission yy�� _ from cony H. Childress, PE .$W1 M SHEAR WALL PUNS UNIT 25 UNIT 23 dY'S /W J LLJ ��Izunmixvssoawo o Z Mew aemwnn muml i �u}��}i 3 FIGURE R602.10.6.4 - METHOD CS-PF: ILI d W A w ---� CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION _ '1+\i p �'� The senl appearing o this document Ized byy i7 was nuth Tony Childress, PE. k72029 an 7pN7124 (Regard copy on file) IO y ,wcrerr uri re.rnr.�u rnu.,ournrw rwrx.xazu.or,caoE ouzo«xc or�x.w� i.�V0000R74G SE- U � E OF TF 1 pL'cs� ovzmozs ��ZZ _ '" �' S OZ ` z, wsxxesxes:-save a sueexxeir�s xuss eenwxwrenY �� o cl+li. o N�.%rl .�rzEssg ��O �O ,�720299 0:° 0 GISTEQ" 2�� 4p � _—___ etc®oouo N�� 2ND FLOOR F-7422 This document .oy nat be changed . In nny fashion xI hout permission from cony H. Childress, PE. .SW2 SHEAR WALL P ANS V a UNIT25 UNIT 24 UNIT23 S � Rix naves A 8 � my n.It<wm m. =�Iec nearer a '" OENGINEEREO PANEL BLOCKING fTR0331 c� van � a�mn O"`)NEEREO PANEL BLOCKING (TJI JOISTL V gII RAI THIS PAGE RELEASED FOR CONSTRUC=N N UIHORIZE AN —�BCO ORKIN ll II' NG'02"1I ICES clnAP-.-. NN iNaNTREJOB6ITEAT A0L-411Al2E025 4Y W r,, O z BY: ARNOLDO RAMIREZ TSBPE: I-IM BUILDING INSPECTION DIVISION: J W 2 2 RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. fl W V ' J � Ln _ W Z = O U y z S O 3 — LU O Lu O a rwuuxxocu�., 3RD FLOOR The seal appearing o this docunPnt was authorized byy Tony R LNl4 (R P.E..py on 71bD7R{ (Retard copy on file) �4 0SS f,Noaoovof To4paR c e I H E r 'ci a oNY�H cHILDrzesso. }F} 72029 Q$ 4 ao 4ad0 u�000�'� F-7422 This document nay 'at be chonged rany fashion xithAt P_1i sign �— mny H, Childress, P.E. .SW3 SHEARWALL PLANS m Qi aax Arc 1� 2 UNIT25 UNIT24 UNIT 23 �gg . 3��5pp5 }e6 CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION I^ V RELEASE DOES NOT AUI ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. 4NY W CITY APPROVED PUNS TO BE KEPT N THE J _ _— LL M AT TMES 'P O Z D312412025 j BY: ARNOLDO RAMIREZ MAI E: R3.BB LU BUILDING INSPECTION DIVISION: T~ ? RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. U W ALL CHANGES MUST BE APPROVED. J e4 L W LLI 1 z C/) € Z p i O E m w LLJ Ol a B The seal appearingg on this doT—t was "th Ized byy Tony A Childress, PE. WE29 y on 101024 (Retard mpY on fi(e) i.�OT 000RING S OF I e " SKH. cl+n".przEssg " i 7zoz9 ae 4TH FLOOR F-7422 THIS dacunent ,a not be changed reo . \ In any fashion xithout permission fro, Tony H. CHi&P- P.E. ,SW4 HOLDOWN SCHEDULE SHEAR WALL SCHEDULE ClW0FNE Ln M RELEASE DOES WNK -A 0� —TMEe Ll BY: ARNOLDO RAMIREZ TS.PE: 1-99 nowt. klBIIECT4Ns7, BUILDING R LEAS 0 INSPECTION DIVISION. E EDOESN TAPILYTI ONSTRIITONIN EASEMENTS OR PUBLIC RIGHT OF WAY U LU TI ALL CHANGES MUST BE APPROVED. C6 Lu E I Ilc_1_1 F_ Ie cf) 9 ca Z IF— - - IF - - - 5; uj (L I=rl VT�T The 1 Qppeari, o I this D I....,,tIzed Fy . Childress, PE. 972029 =7J24 /Record copy an f0.e) -IPLI-W-7 —1 IR EXPOSURE CATEGORY: ULTIMATE WIND SPEED IS PH �_ STACKING MATERIALS SEE ENGINEERED CUTSHEETS ------------- i 1 ill lii CI �— III I 71a J III Wi 2FL BEAMS PIotlD Length Product PI— Ne[Qty Fab Type GDH 14' w 1 3/4" x 11 7/8" 2.0E Mirsol1-0 LVL 3 3 FF *BM5 24' 0" 1 3/4' x 18" 2 OE Mtcrollamp LVL 3 3 FF SM4 0'0" 1 3/4" x 18" 2.0E Mi—ff—® LVL 2 2 FF 2ND FLOOR TRUSS LAYOUT NOTES ,GDiAP V NE CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. ALL TIMES. 0312412025 BY: ARNOLUO RAMIREZ TSBPE: 14898 BUILDING INSPECTION DIVISION. RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. ALL CHANGES MUST BE APPROVED. I I I xwot --------------------------- -------------- MCI 3FL BEAMS PWD Length Product Ph., Net Qt, Fab Type B8' 0" 1 314" x 14" 2.0E MI -1111. LVL 3 3 FF .nu>M3 >n n t am . tv nn a a FF 3RD FLOOR TRUSS LAYOUT ***IMPORTANT*** 1. Nstomer u responible to verify that the product Builders Fuse Source is far dwevsioval and 3 R is Ne respovsibdity of the customer. builder, build'mg desigpec, FOR tv hghtmg 5. Adjmt truss spacing as regu'ved m avoid ell plumbing drops, f flues. avd HYAC ductwork. Do NOT B. This placement diagram is for Iecahon and Beming proposes ONLY hu9Betlon brecing is the the Stronabac C BracjnQ v providmg approved aB eveenvg regvuemmts needed far the strucNre as weB es ammtrot ar spxify any recessed Incurious, BVAC requiremevts, andlm mechmieal ctsse sizes place cat alter, or drill ANY atlecmral member of a tluas eWess specifically and respomibaity of bnatler. eleasa infer m me BCs1 for brecing reehroyees am It is recarnnrended that trusses are braced with a MINIMUM 2x6 Strongback g all I«al and muvmipbty staNtes at We Ivicehw Ne h being built RES does bmldtng design, roil —hvvs. Umler vv cbdumstavices u Bulders First Svmce M, for hgh' i H reneea, amtwmk, pmmitled by the wss desi� dmwm�g. recemmevdativns. every 10' (at vertical or added block) and/or as directed by the FOR or Builder pmJ not perform only component desrYy as dhvnM by the cusromtt budder mpvn g or meahaniaal chases udess regti CLEARLY spemfiad AND _1 fi Trvssea avd/m beams are not dnigved ro support masovry 9. Do vor veil oc screw through horiz N splice plates of fluor ESPECIALLY over large open areas for ceiling uniformity. reginn� mclureu vc Evgweef of Record By the RUJen. covrdmmea wild B R Source P- Iv was Cbncaliw of enY kind Lwtels m older mawvrY svPPOR%are re be sued and provided by others. busses 2. Bmlders Fuss Source is not responsible. for determining whether 4 Under na chcumstances is Bmlders First Source or their truss 10. Fr0 all fustencc holes in hmgcrs wild fin —types spmtiad InBottom chords should be leveled prior to onaching bracing and the shw.4nre built by means of romponrn[s md/or evginttxwg aaPPhea by aaaaea Eirst smaee menu alale, rovory, evgmev the Evpjneer of Recoil t'or ANY proje0. 7. Areas val covered by busses are to be field Named by others the rorrespovdmg havger able. Refer I.Simpsw Strong Tie catalog for tables. should be installed during truss erection per BCSI-B] reconanendations. �yman=a/or muoiciPalm eadea, reguladvns, er aaaeaamaa. U DATE: I I114/26Z4 DESIGN HY: LC cat uSMAN: UANNY O. B DUIIBNTS LEFT EOF A AS DEPICTED ONHTRUS5 DRAWING JOB NUMBER: TBD Sc— I/c. = I• 1dEV15lONS: DATE; REMARKS; HANGER LEGEND HATCH LEGEND 11114/24 (A) LU5410 (01 FA BEAM / LEDGER (, LU5414 (0) mm BJT. BEARB4G WALL COTHA422 (14) BVAC/STORAGE 1TJACA22 (0) O NBCITANICAL CHASE SHEET (E) HU414 (0) = GIRDBR TRll58 FT-1 FO BGU9414 (0) STEEL I -BEAM ROOP DECK TRUSS DESIGN LRDERIA STANDARD DETAE,S BniWivg Codes; iB TCFL TPI2IN TCLL(PSF): a, ® ,® TmL(PSG:023 — — — BCII. (PSFI: B �L(sU 10 — fe9Fr 135 _ Truss DepN:24•'IIP LL Mau DaF1' 3W li Max lhfl' 24tl NOTES SEE ENGINEERED CUTSHEETS All - o� e a II- -Ili-a IN _y Irl ® u� - Y3„-4�%'k.<MY7EC1CA�itRA�€AE1Tb6/dAL1. AAb1yE� Ir -77IRm ,a I Apd I _ I e -,- I II _ H I I ewsemo azuu. e¢tmniulun zxn aawvvaauw cunnva — ores ar.vv�mssoxar mmxvroma simemrsmar _ I� _ �. STACK NG &LkTERIALS Ill ID L.------.—._--•BMI--.___ DECK BEAMS PIOUD -19th Pmd— Plies Net Qty Fab Type I 'BM1 24' 0" 1 314" x 18" 2.0E Mmmllam® LVL 3 3 FF a u �s, uPo ROOF DECK TRUSS LAYOUT NOTES 1. Nstomer u responsible to verify that the product Builders Fuse Source v provid'mg is approved far eB dwevsianil and ev—nvg regvuemmis needed far the sb .o as weB es 3 desippec, amhtt-t ar FOR to spxify any recessed lightwg location, BVAC requirements, avd/m mechevieal chase aizea Adjmt Imes spacing as req m avoid ell plumbing drops, f piece flue, and HVAC ductwork. Do NOT cut alter, or drill ANY abacmral member of a doss aWess specifically B. This placement &la , u for Ivicehon eud Bamivg pwposes ONLY Ivstdletlov and bracing is the respomibility of the bander. Please refer to the BCSI for and g all 1-1 and muvmiphty staNtes at We locehw Ne and —hvos. Under vv chdumstavices u Bmlders First Svame pmmitled by the wss besige dmwmig. remmmeodativns. pmfec[ h being butt. BFS Mes not perfmi bmlding desge, only P—A, daw as dil—Al by the trimmer, builder, Engineer Retard By responable for hshling inrederence, ductwork, or mechanical ehasea mdess mgaim — are CLEARLY spemfiad AND — B-1 Firs) Source Cbncaliov 6, Trvssea and/or beams are not deigned ro mppab masonry kind Lwtels to be 9. Do not veil or screw through hotizwtal aphce plates of floor basses. reginned mclutem ac of the Rujecl. coordmalea Prig Iv was of �Y m other maaomy saPPad%are sued and provided by others. 2. fl, d s Fuss 3omce is not responsible fr determining whether the smu.4are built by means of-1 A— is md/or on' - xwg upP Builders First Source Wiens stale, wuvry, 4 Under na chE.&ences is Builders First Source m their truss evgmev the EVPjveer of Recoil t'or ANY proje0. 2. Areas vat covered by busses are to be field Named by others 10. PtE all fustevcr holes W hmgcrs with fsmimr types spentiad m the rorrespovdmg hanger able. Refer I. Simpson Sbovg Tie taming for tables. �tymanaa/or mmieipalhy eadea, regulations, or aaaeaamaa. rp /4" / 12" Builders Fi rstSource OPFICE: -.245 P31 FAX q72.2 S534 H. =s a us alas x��w3s�-g � S � W _ T�{ o U CITY OF GRAPEVINE THIS PAGE RELEASED FOR CONSTRUCTION W Q RELEASE GOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. x U CITY APPROVED PLANS BE KEPT ON THE JOB SITE AT AU. TIMES. 03/24/2025 " BY: ARNOLDO RAMIREZ TSBPE: 1-3896 DATE: 1111412o2a BUILDING INSPECTION DIVISION: DESIGN BY: LC RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC RIGHT OF WAY. cat PSMAN: DANNY O. JOB NUMBER: ALL CHANGES MUST BE APPROVED. scALE: TM 1/a^ = r REPRESENTS LEFT END OF TRUSS REVISIONS: AS DEPICTED ON TRUSS DRAWING DAM: REMARKS: • IMPORTANT— HANGER LEGEND HATCH LEGEND IFLV24 PERMIrs (A) L0324 fill BEAM / LBDGHR Strongb9ck Bl'ACb1H It is recommended that trusses are braced with a MINIMUM 2x6 Strongback (B) LUS26 (0) mm --- every 10' (at vertical or added block) and/or as directed by the FOR or Budder (G� RUS2s (T) ® BYAC / STORAGF ESPECIALLY over large open areas for ceiling uniformity. OD HGU32&2 (I7 O NB3CHANICAL CHABB Bottom chords should be leveled prior to onaching bracing and BG[Is28a p7 cnmER TRUSS SHEET be installed during truss erection per BCSI-B] reconmtendatiows. FHDH,14 (o) sreeL I -BEAM FT1should 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: 01-29-2026 09:25 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 7) Grapevine, TX Cliff Harrison Grapevine Brownstones - Phase II Building 7 1 General Ticket Information Task Category: Foundation Task (Ticket Type) Pre Pour Reinspection Ticket Number 26725411 Due Date 01/29/2026 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Superintendent Email Pre Pour Type Inspection Slab is ready for inspection? Yes 01-29-2026 09:22 AM Page 1 of 2 !F0 Residential Inspection Form Date Submitted: 01-29-2026 09:25 AM Submitted By: Childress Engineering Services, Inc. Type of Pre Pour inspection? Post Tension Site Detail Additional Notes Other Issues Noted: Clean out cave-ins / Remove Debris from beams.Remove water in 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. Inspection Date 01-29-2026 Inspection Result Passed & Maintain 01-29-2026 09:24 AM Page 2 of 2 M Residential Inspection Form Ticket Status Ticket Status: PASSED & MAINTAIN Location Information Customer: Street Address: City, State: Inspector: Subdivision: Plan: Zone Photo of site upon arrival (Required): Date Submitted: 04-10-2026 01:36 PM Submitted By: Childress Engineering Services, Inc. This inspection passed. Maintain the site in the same condition as the time of this inspection. Grapevine Brownstones, LLC 250 E. Dallas Street (Building 7) Grapevine, TX Brooks Peterman Grapevine Brownstones - Phase II Building 7 1 General Ticket Information Task Category: Frame Task (Ticket Type) Frame Reinspection Ticket Number 26735598 Due Date 04/10/2026 Superintendent and Contractor Information Superintendent Name Logan Superintendent Phone 214-794-2006 Superintendent Email Frame Inspections Site ready for frame inspection? Yes 04-10-2026 01:35 PM Page 1 of 2 !F0 Residential Inspection Form Is the correct plan on -site? Site Detail Notes Inspection Date Inspection Result Yes 250 E. Dallas St. (Building 7) F&SW: pass 04-10-2026 Passed & Maintain 04-10-2026 01:36 PM Date Submitted: 04-10-2026 01:36 PM Submitted By: Childress Engineering Services, Inc. Page 2 of 2 4 Mechanical Plan Level 4 Cupola 3116- 1'-0" , 3 ,Mechanical Plan Level 3 -i 3:16_ I.U.. ��o P• �m�o Mechanical Plan Level 3/W- 1'-0" MECHANICAL SYMBOL LEGEND ® w r LLc CONDENSING UNITS emz Ws) m ve , avitu EoxE wuvcss esmcsx ttooss ccss wAt vMvt-otrz -zw v_ t vx { cHYz "a I.�oEn exvt-ws-rz � fine-zw v.t vx. �w1- sWateMrc fzae-zw v..t Px, Pm sFEancnnax � scxmuc[ ss (' Hwxca<e •rr I AIR HANDLING UNITS i€as� ex�auµe H r. �� Y lenixnw itw) w 7-1 Mechanical Plan Level 1 3116 - 1•-0• LU n i- .._._R5546a ..OkIYb��b ■ H[vxw DAD'.. M 1.23