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Home My WebLink AboutTH2024-004438OWNERIDEVELOPER Grapevine Brownstones, LLC Greg Gifford 129 South Mein St, She 215 GrepeVine, TX, 76051 PHONE 4694E76101 GGiffrnd@nuclticaphal.00m STRUCTURAL ENGINEER Childress Engineering Services Rod Stede 15M N. Gre 11h, Ave., Ste END Richardson, TX 750131 2114451-6630 fade@..gloUal.Com ARCHITECT SCHAUMBURG ARCHITECTS KENSCHAUMBURG 8432 BLUE HERON CT. FORT WORTH, TEXAS, 76108 PHONE 817,929.2389 JEFF@SCHAUMBURGARCHITECTS COME MEP ENGINEER LARRYBLACKMON INC CIVIL ENGINEER Kimley Horn Lon Lusk, P.E. 400 N. Oklahoma or,, BEAR, 105 Cannier TEXAS 75009 PHONE 972-704-1176 _Cd.LUEk@Kknley-Ham.mm IT IS ME RESPONSIBILITY OF TIE OWNS INSPECTED G' INSPECTORINA REGINA KINNEY, SENIOR PROJECT MANAGER PLAN RI OOLUMENTATIO 6716 AZLEAVE. nc a In FORT WORTH, TEXAS 76135 SHALL BE SUBMITTED TO THE BUILDING PHONE 817-238-9801 DEPARTMENT. FAX 817-238-9804 REGINA@BLACKMONCONSULTINGENGINEERS COME GENERAL NOTES 1 A �� - pz a bhmMMnTkNtlenl el wea. 2 pa.e o Eaa aaae.avebeapaa Laeare,a a.ba na.awaa,.aaarn.r«Ue.�.awaavaaxMa;afa be.aamaeawexxa'paM1 Typaxewb...Faea.p,aA., baaa aa.aaea a pa. eae'am..raa..a H _ -RA ATER e - 1 ne rz pM1 map. M1p n - Pd -. n -r.ld M1ma m mm a a am a apart w Emn,, ra-a uam 'amvK aMana .I. e. awnmlw1- '..dare ana .e Ili R-Value ollM1e�malem IopebMbe Re]e wilenyroa. R20 walk wem spay bam ineumlion wiN norvvenbtl attic. Ireulabon baMwnunite lnautl cavM fo be racAwpdmmeetaountl lranemm'an n ilmab GimulaW wah6 eprayroamlo vovxlmee aM1ard No ineukbon in eleraiorwalN afoininxaircontliacnetl epau. Na.ul'.u.rio .�n.�Aanaa.m.. ��•w�Irfti.n.b.niak.a,aaaw.Ra•a THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED Fire Reviewed ACCESSIBILITY 12/11/2024 12:16:17 See comments in MyGov SMOKE DETECTORS SHALL BE LINKED SO THAT WHEN ONE SOUNDS, ALL NO TREE REMOVAL PERMITTED SOUND. I PRIOR TO WRITTEN APPROVAL CODE REFERENCE CODERS IN auILDWD EFFECT 2a21INTER OIkULBURCUXGCODEBBCI oNaL "MC) ELECTRICAL 20201MERNATORAL EIFCTRICAL CO DE PLUMBING 20211NTE3NAnON PLUMBING CODE UPC) AND N151NTERNATIONAL FUEL GAS ACCESSIBILITY EAS LODE ENERGYCODE 20151NTERNATfONAL ENERGY CONSERVATION CODE IIECC) mLmNG BEcuSELFICA ax Ai"x IS LwApA/BMEgNNOUSE Sal MMN CLASSIBUILDENG CO ON RGCT W N TYPE TENE Sprinklers required In garages PROJECT LOCATION !1� PHASE 2 DRAWINGS a INFORMATIONAL NOTES T fF m... �� m..,.. SEPEPAiEPLUMBING, MECHANICAL EECINICALAND A RERMIIS SAL R REQUIRED ALL CHANGES i2 QUIRE APPROVAL OF'2�=VISED PLANS CONTRACTOR SHALL CALL F RINSPECTIONS, (817)410.3 if CONTRACTOR REGISTRf 1\\1N WILL BE REVOKED UPON PERMIT E (RATION. CONSTRUCTION HC 7:00 A.M. - 7:00 P. MONDAY-SATURDAYDIILY NO WORK PERMITTED11','RIC NDAY ALL ON -SITE AL CONDUCTORS ASSC C ATED WITH NEW CONSTRUCTIhN SHALL BE LOCATED UNDER G20UND ALL EGRESS DOORS SPALLBE OPENABLE FROM THE INSIDE WI rH )UT A KEY OR ANY SPECIAL ME WLEDGEW EFFORT MANUALLY OPERATED. FLUSH BI IL' S ARE PROHIBITED. GO IJ) Z O U) Z Do Z �$E ,.,ram ,�,^„' ■,-W ■ COVER Building8, Unit 18 Mi G1.18 Go I— Z Ca) 0)m0 3 CD F o0U m ED Z) C � N O — Q fn P Cl Of O E2UU (D J W wa")QO v p 2 1OLUZ Uoo Of N N O N -- W E a--�----- - - - :- - -- — --- —=— — I le — £ I EAST DALLAS ROAD —_ EXIST a" S 5. _ � 4:.� — E%ISi B"- - - ----—BPB�,_— - ]80 � II O.P.R TC.T 13 12 7.70 INAGE EASEMENT //////E%ISTINO 24' PUBLIC ACCESS, UTILITY_ �». I EXIST B" 5.5. / INST.&NORD22234407 C.P.R TC.T. ` - o a LOT 1A, BLOCK DI BUSINESS PARK ADDITON �`- INST. D22 O, O.P.R.T.234407, C% (ZONED: TRANSITT. pIS1RIC1) � 16 10.86 o I I I a II I— I 1 1 1 Id is I iL 10 U E ' EXISTING 24• DRAINAGE, UTILITY, & / ACCESS EASEMENT) I I LOT 1, BLOCK 1. HASTEN ADDITON CABINET A. BEDE 12126, P.R.TC.T. OWNER: 929 MAIN, LP (ZONED: TRANSIT DISTRICT) MATCH LINE SEE SHEET C-y081I V 68.29 BLDG 5 15 1] 44.83' L eLOc s 18 14 20 Z1 44.B3' L "I NOTES H1o� H ` (]% UOKUTUo Nn� sLaPE MAx) — 1 A D.BN. $ Do 1. S� t / �I PUNS) J// rL �10' UTILITY, DRAINAGE, CENtEa5�9osM wASK g' ME OR CEMENT 1RFAtFD TRASH C &SIDEWALK EASEMENT p{y PAD n I ,� PAVING SECTION A -A 2 50 5. CN C RIC DIM EASEMENT `VMWE T 2a E E 02180]1509 O.P.R.T.C.T. I_ Pwis _iIF j zss (Doc) _ LONG 1u a aPE uaq P i ary L a PARK xa Ig PROPOSED 5' UTILITY E X� EASEMENT L5UEWFWIK K ' R j' VAE2 05 uNs) EE i `W Pm11ERs BOT1 WAYS B^ SMWHED OR LtlJVW1T 1REATEo LOT 5A, BLOCK 53 z s3 c ORIGINAL TOWN OF GRAP-E PAVING SECTION B-B INST. 10. 1221216106, O.P.R.T.C.T. OWNERI D.L. ROGERS CORP. (ZONED: TRANSIT DISTRICT) AMEN ON TRASH VA— oo, SEE 14 PAD PI A-2.82' (BOG) Im I I 18.00' (SEE SEC o x 4 4�>)ON. I ORIVEWAY� `DRKWAY 6" MOUNTABLE N4 BOTH 1WAK 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) z ]o (Bac) UTILITY EASEMENT - 'leoo•K 26IE E � 21L ss 'o �-I 0 ( ) •law IV �—I I_ OC m 1�1. I 260' (Boo) --- B.0o' LOT 1R, BLOCK 1 oR VEwaV UN RT�S � EA11-1 RRooN • I &H ADDITION cENTERs So. w oR cEUENT muTm o I CAB. A, SLIDE 10901, B'uME P.R T.C.T. 1B.0o' OWNER: BHA REAL ESTATE PAVING SECTION D-D HOLDINGS'C N,s _ (ZONED: TRANSIT DISTRICT) o �10" (BOG) BENCHMARKS 16.00' -yy�2 49' (BOG) cI 1BM451 THE SOLwaut AOINc Am 8;00' vtE T�.we vTCATu.L .h �' .89 IUNIIP& WAY. DIM4 62422 32.00' a Es¢„�„icmrre�.wv.r-of-wa. , Poo" (SEE BSEC TION $ u. exu�ees xus.eenavvovm. T DFTHE A,e.SCT 6R8.&l NOTES N , AERWFAR- TO „mm- — WE 5B oMaSB„E R 0ep„uux - II 16.00' A^ 1 � ,. RJR ,� p� a.BUxm„ rBxaE„SBr� S 20 ORq xcemTH E�pu aFZOx oOxwcE maw m a L I0.51' (BDC)R-AZa E- 18.00' o Ij� IppIII LAxs bX —G-INALSLOPE MAX) n< H-2.49' (B0C) g[s s $ z MATCH LINE SEE SHEET C-07 AF BFFFi°IIIIII 5 p� BBx I� �75B wA��i�ii5' 'a2 Do" — — — III BLOC 6 1R.00" (SEE SECTION io�Enw� n J❑ 22 B-B) - Puxs)sEE 1 O LL a 1 ' I cFN1Ea5�BOBM wPBK OR CEMSIT lRFA1FD a --- L s'35'o' PAVING SECTION AZAAN P g -� � II wwAIL U1 Ro PROPOSED 5' 1E RISE 8 - UTILITY EASEMENT (7x LONcl1u A apE MAX)ppRNlR. '-a 0 IF FTA- R aN L B 5.39' 7 < m £ zb.C' r (SEE SEECTION LOT 1, BLOCK 1, BLOC 7 A -A) III ' smflvK — Fe "z' ® g HASTEN ADDITION y 25 24 23 TRASH L5OEWAIKX Y -A OS CABINET A, : 92 1 MAIN P.R.T.C.T. I PAD I E 6° lxlcN woo psl 1 11P OWNER: 929 MAIN. P. '1 - (-2.29' (DOC) uxs) E i caacR (ZOOM ONED: TRANSIT DISTRICT) /I Armes aoTx wnrs nx sHAROR BRi 68.29' _ - 6-.11 OR LOT 1R, BLOCK 1 wxwr mEPTm � I M&H ADDITION r- — t-�- 116. A, : SH 1RE L P.R.r.c.T. PAVING SECTION B-B OWNER: BHA REAL ESTATE xrsI��n HOLDINGS LLC TRANSIT DISTRICT) 9 E II 11 _ `\ IEw�MAw—S 11 IF N ¢ E 2.22' (FCC) ws N a LOi _a> z aR - zo i al 88.2W x 2 u 3f DRIVEWAY �DR WAY ell � . F 3 6" MOUNTAB E CURB PER DETAIL N 24.00' SHEET C-42 VARIABLE WIDTH _ I NCl ER BROOM DRAINAGE &SIDEWALK (SEE SECTION i�� i`I lERS �1N wAYS MAINTENANCE EASEMENT i BLOG B ] q_q OR Z � I E 28 27 26 cEME„ ❑ i rRGtEo N I� PAVING SECTION C-C LL U EXIST GRATE INLET y „� O O �pW 3 LLI E E — Z _ x — _ EAST NASH STREET O — u' m f1 -EXIST 7_X5 ftC8 —�. B• RAOR aBB PB J RR cERTERsA ON BaTH w e ME OR T mEArED LLI of ^ cEULNPAVING SECTION D D z Z Bx, ,wx xrs _ O - z GRAPEVINE MUNICIPAL COMPLEX w sw a W a F BLOCK I LOT 1R °° �l1 1 Z (ZONED: GOVERNMENTAL USE) uxs �mma�a W 0 v�lJ � JO �9,es�-nr'Au BENCHMARKS Q Z = o a.re.mn,aa �.H.u. nen. reM�1 ° z -wx 1HE 5 ElfN O 0 U Q rwscawsox wxrcm�,rgw,v Bxs B IaPAL WAY. V L� L.L - KQ aucruxcm NusTxe.pxrovm. a L ~ TBNI B2 NOR—ARTARR NERR OF THE A,B.SCT SHEET NUMBER .AREms, - BZB.B� C_08 5/8' Type X Drywall required in garage and under stairs DOOR SCHEI)i r NFORNiATDNALNOTEG m P. .1 F:E N�/ D if'c+Ei ° �I`IYQ� mn�owuN „ o E �.I �wNa,awEnan Na ", Ll q❑ �r" 4� 4 � EI Area Legend Area Legend EM®DOOR OVEAHEAO GARAG WORwIG1A94 PARE15 RAIEDGARAGE ECTEARR L INLERIO©SIX1G E] A/C AREA ® A/C AREA C El ❑ ❑ xl cEn Guss PANEL GORE GP 4 U OPEN BALCONIES AND ROOF f l DECK u u 171 IN ER a �S x SO GR°LID RE TAN EA�oaGLASSPANEL M RIGNSLILNGGaSS EMLRYOOOR ULTIPAHE ,E%iE _--_ _ _ - - PANEL G TWIHCOREDOOR LID NTERIPOCKET CO SIDRDES �--' --- PANEL LAYOUTS MAY VARY PER INTERIOR DESIGN PACKAGE SELECTED DOOR TYPES L I 717, L---- _-c / 1/4 1,0,E na BnsFCK EE DE D 1 r„------ _ � e G J❑ }� °d CUPOLA AREA 1/8"= 110" o LEVEL 3 AREA 72 L.J 1/811= 110" Area Legend Area Legend ■ A/C AREA A/C AREA ® OPEN BALCONIES AND ROOF ❑ COV. PORCHES DECK GARAGES _ n ❑ OPEN BALCONIES AND ROOF DECK ift"I PATIO yL 14 CLG. J� 7TLE T,ASF a.,, IF � � � 4" esFPK ee�cDe� °r v Ios sF ` — E //CC� LEVEL 2 AREA n LEVEL f AREA Unit 18 - Level 2 �J 1/8"= 1'0" �J 1/8 1,-0" 1/4"= 1,0" T AREA -A LEVEL1TIR LEVELzaA-cc IIn CUPO3C INE 111E iOTALNC 331A LEVE1 L IECOV. PORCH IS TOTAL—AIG iOTALAREA UNDER ROCF 1. LEVEL I OPEN PATIO 31 IkVEL 2OPENGALCONESANOROOFDECK iCE CUPOLA OPEN RALCONES AND ROOF DECK S31 TOTAL OPEN BALCONIES AND ROOF DECK 9fiA 11'CL4 mo _ _ _ � lima✓ ��1 I x 1 — I 2 m uw CJ FLOOR PLAN LEVEL 1 1/4"= 1 0" w m� z Q� O a 3U z m � W 0 F: LU Jug yw U 0 _�� m � � ■uero+.m nal.G Ft- CJ SOUTHELEVATION EAST ELEVAT/ON C3 Rp pE1A�pNbpNn6p,niN�� -'1' � 1 7-T ... - Eapur RRILK77 — E ` nAeie �a -------- - ---- 9 M'— 'i-- 11OE W RROOF NG FN:H IATEAALOREWAL c 1 North Elevation ,'• - •-o• J FLOOR PLAN CUPOLA ��'� ea cx � - accu � �„e �r d• Www Awv„ �...� w ..�v., .W S. ) �"1B�_v'�4y? INFORMATIONAL rvorEs AEi CONLPETE EXTEP ORU L' / 0 6UNIT9ULUNG a - �cAei CON EEXFEaIok ETA,s(m)—� - -s 1 _ ATE u J 11�- 11r o. d L n,z _v ,a�-aaa• a aa^ I � � J --2112 I II O U) v) W Z o, -v mW O H — 1 tvc,cs co co �- >H5 Q 3 111 wo CID c�- LLI I Z11 I 771 211 0Unit 18-Level3 714"= ,,_o„ �i1.18.2 CStairs 1l4"= i'0" CRoof Plan 114"= 1'-0" Haar:,uw� 911✓tr/za� ■ RoOF Pwry uHrt io ■ srrueu A3.18.1 4 Floor Plan Cupola - Electrical 1/4"= i'-0" AL, ELEVATOR Py CONTROLLER N-4 © ry� IP -.I l Floor Plan Level 9 - Electrical 7/4"= 1'0" DESCRIPTION SYM RECEARED ucHTNIREcnow) DGPLE%OIIILET I9AFF. MIN. $ CEWNC MWMED FlXTURE GROUNOFAULTINIERU-E-PLEN—ETWI WALLMWNTE I—EE ]PB VOLi OI1TLET CWNTFATOP UGHHNG UNOERUPPER DUPLEKOUREL IT ALL F GABINETANO ABOVE FLOOR MOUNTED WPLFXOUTLET g i MIFN CEILING MOUNTED DUPLEX OUTLET c COVELIGHFING(LEO) SOFFR MO.UNTEDOIIPLFX WRET C-g CABLE ht NIGN IIK.RNET ACCESS CENNG FAN SINGLEPOLEGWIICN DIMMEn sWRa � 3 WAY SWUCH GAS , SMOKEDEIECTOR II !� Floor Plan Level - Electrical 114"= 7' 0" z 101 FLUDREGGENTFI LE TELEPHONE JACK PRE WIRED WEATHERPROOF OUPLELUTLET wP DWBlE FLGGG L.Ts O. u�+s+mmmrv+wn°aq'n"a�m�we ii. CIRURS- WIAATTERYBACK-UP GUGE INFORMATIONAL NOTES ❑® DOOR CHIMES AS BEL. WALL MID. BELOW CEILING a1V ORCHANDEKIERA SEL. DESCENT OECORATVE PENT WATERPROOF RECESSED OGHi 11GLE111— M'® C> ® GAS HEATER HGGEBIR x— VERIFYWI3HNEPP—BLEBUDI-ELSFORE—FIGOR I I ®_ o QF ~ ] U m Wgs Z oLu y G e y� I" W a —--MIA . "NIT,B-ELEGIRNAL 3 Floor Plan Level 3 - Electrical „„ ��A4.18.1 ®111@ 7� „� 4 1[HOM" III a" r PSI ZIMU Moi l GfF®'"wi" Fio�c��C ��' "+oinppe r��Ff �E ❑r'—' ©� ""fio i �s� ® �.9�1"r1" oln !E Ci�g�,9moi 173 � ,. i® imm _ is I II�' y .9 .• — atiue��c ®0 Jilin iffi- o /; -q�,_o. 17 2 ��e --22 Leve/2 LR'N�low 1 1ST FLOOR OVERALL PLAN 1/8 - UNIT 22 UNIT 21 UNIT 20 UNIT 19 UNIT 18 UNIT 17 X. D� ■w ws��-u.a n.u.ww ■ u.Ma sue. m-AB1.6.' KUPRER k-FR OR E- D KUPPER o3 UNIT 13 - Roof ,/8- 1 w 1-----------------------------6----------------------�- -....----------- Units 17--22, Cupola ------------ I� aIe! m ! 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I' T u L'i 6, —ld Imo.Mll- 2: YI 61 U.M., w. M fi-h—. .,,I W Li,it,ti,n "-AB2.0.z CAST STONE MASONRY DETAILS ON FRONT ELEVATIONS (TYP), NO WOOD TRIM —J LTE JJ —IN El ACC CBldg 4J Units 17--22, West Elevation t/a"= t o„ UnIl CB/dq 4 South Elevation t/s/= tlo„ 6/d� 6, Units 17-22, East Elevation U t/e _ t.o„ UNIT 22 UNIT 21 UNIT 20 UNIT 19 , Bldg 6, Units -17--22, North Elevation �4 t/s t'_d„ UNIT 18 UNIT 17 NFO 10NALN—S to W z Q� O a � ] U z m q g�E Ia$ 0 o U W s ■ mmi.,uwk t, trza ■ u.Evnnorvs�unrts,]-n ■sties -AB2.6.1 Foundation 3d �J w 0 e �. UNIT 22 UNIT 21 UNIT 20 UNIT 19 UNIT 18 UNIT 17 cFOUNDATION PROF/LE 718 7 , O r, VERIFY ELEVATIONS WITH FINAL CIVIL GRADING - NFOR IONALN-S ■rwN T. moru[, unm ■ srre,. "-AB5.6.1 FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS GENERALNOTES ABBREVIATIONS VALVES AND FITTINGS r � � or�EwcsN�n x u�owErHTirn.�sysrFMs oo w oE��.w use o°i.u�-- —A- e vuvE Ll IF— 1TnNo, ssiaTsioe N�a oreonoN "NTI IN Nrawuo.00�En wr vuvE rw*eor owr Eri�wo°. s am E„wnorrsrou�oinwTFssxuiaEPaATOFTxEowoiN far Nop.E °fwHEia� oNau mm,=m+sor oroFn n�oeramewrsw.w.sef..wecn°N lwnw 1. AN < E.c.NEcoN,aacToa swyomnrv*NEaarNRErTorAXLc r�.. o's"1XGs aPSFv Piss EmxE�— varss Ecwce swaESFmxxEcnw iFaEESTaxoiNor Nas raErwrEn <wawoNErxvuN� �moaow wue N wrn .wsFaLL,o wn nacEw"r ® m v s oaooEooaEsaEariamro Pauom+TNEwoaN. .csxsmum°Ns�v+ces, on a w,rmres, we O ��oamE-ac.oaw,awn"�vu�f oEwrF AT F.war N� nu IES coxsrM,sTroNw oEwoENF„uo au�oaPn To.w.�Ns,�.0_a o Ew I TIE msnw saa LINE TYPES '�°uT°`roTONOF1pE s sNFF.wF,.Fns�roaE�Ns.urm �N,NE.oaMucooasEOFxuE.,No �" oFscw.NnoN s. wwoFu.Tu,� ..woes°uncw.sEVNmnENT ess _ = en iwEn � Doff Dow„ �� PEE OEMoon,oN FIRE PROTECTION GENERAL NOTES sro s ` cn n A —El FAOTON.11.181 oa,. PE.ENT OF sys.E«o AN. rv+"�nNEVER is Es.�oGsNaP.,TEaN T. CCOMBINATION WATER/FIRE SERVICE ENTRY DETAIL To be Reviewed by the Fire Department CAMPOS "NOINEERING-J �>ssn INFORMATIONAL NOTES W Z O H z Z Ko w s< w v= a w 50 r Ws ■ »ww.ol aM a,bpl � .—IE—=.N°�No .se.� ,M FP0.01 To be Reviewed by the Fire Department I I CAMPOS "NOINEERTNG—J IN—M-ONAL NOTES -"FPO.02 NOTES BY SYMBOL FIRE PROTECTION NOTES INFORMATIONAL NOTES NOTE: THIS IS A PERFORMANCE BASED DESIGN To be Reviewed by the Fire Department UNIT 22 UNIT 21 UNIT 20 UNIT 19 UNIT 18 olUNITS 17-22, FIRST FLOOR PLAN 114'= 7'-0" UNIT 17 LEGEND 6AMPOS "NGINEERTN�J r-,FP1.31 NOTES BY SYMBOL FIRE PROTECTION NOTES ==THEm� 'y_ MW SPRIM_ S_ a _D cc NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND —.R-E —111E To be Reviewed by the Fire Department UNIT 22 UNIT 21 UNIT 20 UNIT 19 UNIT 18 olUNITS 17-22, SECOND FLOOR PLAN 114'= 7'-0" UNIT 17 INFORMATIONAL NOTES &AMPOS "G NOINEERTN—J F P 1. 32 NOTES BY SYMBOL FIRE PROTECTION NOTES UNIT 22 UNIT 21 UNIT 20 UNIT 19 UNIT 18 olUNITS 17-22, THIRD FLOOR PLAN 1/411-71-011 NOTE THIS IS A PERFORMANCE BASED DESIGN LEGEND To be Reviewed by the Fire Department UNIT 17 I&AMPOS "NOINEERTNG-J FP1.33 NOTES BY SYMBOL FIRE PROTECTION NOTES ==THEm�� MW SPRIM_ S_ a _D cc LL cc) 0 -0 UNIT 22 UNIT 21 UNIT 20 UNIT 19 UNIT 18 olUNITS 17-22, CUPOLA FLOOR PLAN 114'= 7'-0" NOTE: THIS IS A PERFORMANCE BASED DESIGN LEGEND —.R-E —111E To be Reviewed by the Fire Department UNIT 17 INFORMATIONAL NOTES (D G I&AMPOS EERTN � ro 77-FP1.34 0 �EL� [� m INFORlMTIONAL NOTES m LARRY L. BLACKMON, INC. emn7 ■ ww m.rs ■ Et[rnuuLNortaivetuLS ■ w.ra. •am. E000 a >n�EyrR�y� N�c 6.f f C�ftfM . Yo l i�. i?e ail q-1 /}I�,•sam��ee� �I � of �IE�rlEia I Wn �m�.2f� I aS .ayq� � +m �s ale wi nc�m �I orzrtR I dlil cal 4Fdia I Ila 4y�01 Srriw6�care c�au *may Joao1 cimc r . v» azss ° 17—�—� raulmiu oo- i�vo I I I I 2 9 is 2 F Is I P' I '. A V I wui o�x I �� m 3i oPtlala.u. c�a.Re ctW 9 I mot.• �� ^ors t r#� e�,q �INF9RMhnorvFL aorEs e, zr'a �Ia m AM`IJTolMZ �1 VE I �o�vEry �oed ��II im, 2 U) w z o a U) z 3 m wo ! oa zLU � a LLI � � ■gib .�aa ■ nE�wwumn�onau •am. E001 0I III 0Lighting Plan Level 4 Cupola 3/w— 1'-0" (D.Lighting Plan Level 3 02Lighting Plan Level �4lElect ical Plan Level 4 Cupola �1 Electrical Plan Level 3 Electrical Plan Level \_/ 3/W— 1'-0" . / 3/16"= I-0" VW— 1'-0" CLighting Plan Level 1 3/16"= I'0" II F/0 I.� 1 — —_ \ PAL - rrPe a �I� ai o-Feu IIII /1 Electrical Plan Level 1 L l 3/16— 1'-0" 1ENNF9RlM➢ONAL 140- � � ■meow vi.n a m LARRY L. BLACKMON. INC ( A Pi i w. ■ n ■ �cmc�crw�wnie ■o®¢r�rt '9e •am.E1.18 7T ------- ------ ----- .SITE GAS PLAN 1 20' U) LU z 0 U) 0 c, was AZ LU - l LLI •§H 11 Elm LARRY I B-N-N. INC H 1 10 SITE ELECTRICAL PLAN 2 7- 20' -7 ■'.-EP1 I COI.JENSING UNITS e dIR HANDLING UNIT5 �INFORlM➢ONAL NOTES DUCT LINER DUCTWORK DETAILS (2 "' BRANCH TAP DUCT CONNECTION USER C ,ALb � IIIIIIII� IIIIIIIIIIl4 I w DUCT CONNECTIONS TO MAIN �� ` PRESSURE DUCTWORK + SUPPORT FLEX DUCT CONNECTION� TURNING VANE DETAIL FLEJC DOLT CONNECTIONS AND SUPPORT GRILLE, REGISTER, AND DIFFUSER SCHEDULE FRESH AIR CALCULATION5 MIT— I U) W Z 0 g U) O m w Z fio i oa Lu � �~ ■ mrnw. vl.n a m LARRY L. BLACKMON, pINC. � mpia.un. i�nzmua ■ tacwM-x Nprts'oErnUs ■ w.rs.. ivo>r��rrnr w M000 III 4 Mechanical Plan Level 4 Cupola 3 l6 I' C" MECHANICAL SYMBOL LEGEND Mechanical Plan Level 3 3 3i 16" 1 0" = 1-- •'°1 ua'...�d...... i ,;'WIN ,. ' T�%VBR;' LEVEL 1 8 2 /HVAC DETAIL . . . . . C 3116"— I O" Mechanical Equipment to be screened per the zoning ordinance m L/ .Mechanical Plan Level 2 l 3/ 16"=1' 0" .q TMechanical Plan Level 1 B/16" VIC mia,mzaus �� m --- LEVEL3 8 CUPOLA ,HVAC DETAIL 'Z. 3.16 1'0' =wFORMA 0—NOTI=IB U) W Z 0 g U) p m �n F w Z fio i oa LU N LARRY L. BLACKMON. INC •am.M1.18 READY L" 'HE NTENNER USE' OP N SHALL NE I LABOR THE GUASANTCE nrvo/ RED BY oN DaoervcrA(AouLNORUYP "AmrvcAN, FHE L.,AL SIDE uoeo FIDINC LAN oRAToerM (N C uL. En csn),'AN. Al.eP%LE To THE A"" I', IF CoMDN�ATRCIK AFLH FLAT F — PR TRADES AN THAT TUP VARIOUS CHI RECUIP. Ill. ._ PER oars S,A,eo IN T«E RACE All TERM `UF`NN ARM PAF`N NO NINITIIATIN P.N AID DEAN. AREAS TO11.1 BY III TO FLE CONCRETE BASE' iz. reIPAN1w. ARET °iCUP D"I', THI SECTION PNCCl ION "AID H _A I P R " ", FAIR REFORN AIR PAIN'. CAi N' FARE C_ ANY. TUYJ, IN PC i11 RRAOWE c1 1 FOUND A C. ULASN ARCH TEST BEFORE INSTALOND ANY 801 NOT I.C. . ITTE IATTA OR U INNEW PRoLISAMTRY MAN,I SY AIR I RRIUDE SCHEDULE 40 PVC III CLEPUDS FOR APPICAL PRESSURE Pp LADLER HAN THE TIRE INR— AND I. PRE ""I LAROE' III DAN IN III- L CAISO— I LLU �wUR o�M �r�oUeoN ARAL wATEA L� 1, N,,LARH SHALL RAE LT IA EDR MECNANU*CAAL EDUP.EII (FARM INI ERIIFPMENT I.EPLAM;`Na'E' AND/CAS oE.scR1,Eo pN r" RDNNEc.:GP/IR ou`wuENT aFP°ERE OR'I°oR AND �I' oui%2 PouNOR DIIIE"vE ne[uausR RN (uncun) oT NI N METAL BY urvER EN�oxe sas Gu eor" oire[criorvs HEAVY PLAY FIL III TRIP Auo%a""'FA rAauC, auo mm coiurs CAR. mom .t mos '/= BLACNINSIDE PALA.-O . i IF "I FBI,`,I E OEo PPEno. A T DIIERENTAL ACROSS DAM PER RETESEPOR MI PRE�R�AENICFMO.DEL MA/o IAIPER of/;BRIEF SHON R.S. NE_ METROPOLITAN AIR TEI.N.O.Y MODEL RT-11I OR I.— BY Y.— I -Ell eeN .EETMETAL.IN IN ITNAI =MaD.N NTERaSMALLR AUII10E, m,N LDw PRESSPRE ID" . LI* PRESSURE DLES PRLRCIA IS To w"THIS <,LHEIAAANTIALED ;NO s1NA. REacu(oucr"E'ssuRc cuss z i'��o�a wc.j r�Exie��ouc� s"ALL BE IF—ARTER TYPE DMIE F vx FUNTS DUST DAN 11ALL NOT o i%z oiNc"�Es ECr Cour"CT I. THE DUCT IHALL PAT BE IEII IRAN u�/z��ixcNcs uR LorveoiR ARCTUND — IN AS .RP NNNAA, ON CUP FARE ANC — 11 AT SUIT TAPE IS A ILAMI APPIR CHE OFFER INI.Rrvo%oreOI of IRS NP`R w°F"AF'" oum raR irvmscnory TERTINc AND MAINTENANCE. LABEL EACH ooaa"(IFF III-MNiI- LETTzI NS) Fo ...... F/sM NiuE� Mo 4 EC aEPsND A "NA" OF 2a" CYCLE, IF ""ATIN "ALL AoI LY IN THE LOCALLY 15 OICSIND OR LESS AT ALA � OR M DITTATIN HAS AS DIED ON RED All OR NAIIII INDISIBIR DIIT FAR DUST ACIIIIR«)I, LCCACN AID MANFULAN',APL EACH o t.T FOR FAIN END' GAT NG ABE APS DIARY" AID sPAAFI PAIDERCENT CAR IS TURNS SOLUEN 1014T�,�ETRF AN AE) Go a 1.1 A scow STREAM of DR.DHI NI,RDRN PAS=INN NSULATE SIcRDN LINES mT" AND LD D LINES mT" vz F.A.E. PLASRc Aac',' s zoa) .D onee IL TRAPS A. TME eAse BE (EaMAce'L"lAY --IN IF vies e `1.1 IN C. �Epi iNs is comPUE>E 'OLDER CONNECTIONS AS I OF TFI RELAYS REQUIRES TO ERIC RE TLE DESURED SEQUENCE OF AD RAYON PROIDE DROP ABACRATE. IF THE DA7ANCI HE ACNTR.� IN AIR �HE, BE I hET/EN IEE ` DA.IIINC ` co w z O z Z O w" z: w a� = IS Fa m LARRY L. BLACKM" DING. EN I Do) All— ■ mLulArviwu�q"cnorvs ■ s.�ew ■ 112oz11111r .i. MS00 Pcur�N� CDETAIL EXTERIOR CLEANOUT score: xis �INF9RlMP0rvAL NoiEs __j U) LU O a U) \ 0 N mLij a e� Rc� eeuw ce°�i �<x� W eo I2 LJ wxra.�ary r�suurcas axwleueo er emrv'dr naa�xv�a c LARRY L. BLACKMON, INC. APPLIANCE Q,45 CONN. �,, •ax rv.s ■ nx�lx�xo�xsrxu ■ w.ra. P000 CSewer Plan Level Cupola VW= "0" C4 Water Plan Level Cupola 3/16"= 1'-0" ® �a 101INFORIMTIONFL NOTES Vewer Plan Leve13 3/16"= 1'-0" Water Plan Level t� xl ®J �I m PAQ U 1� Rd'?,ILTI�II�4R'hf \ CWater Plan Level Sewer Plan Level 1 3/ib"= 1'-0" Cc Water Plan Level 1 3/16"= vc I-.-I — I — U) w z 0 In z co �a W Zo a LLI F- a i m LARRY L. BLACKMON, INC. ■ rtNelxr.Hu'u4nie ■—, 'P1.18 U- 0 7� r, Gas Plan Level 4 Cupola -AL GAS EMA (DGas Plan Leve13 ® EMINF9RlMPONAL NOTES e II X CGas Plan Level Gas Plan Level 1 3/Ib" 316=1-0 m LARRY L. BLACKMON, INC. xemn7 ■ �n+ia.ys. tmzmna ■ wsvLW ante ■ w.ra. tmoznaxun „Nr" • P2.18 F_ N=L IE-1 T." �N NTZ PPI r-Nt =MN�.`Kl��IZ�. -A, Wt MUL-T-W NGWALI 2 H M=MM2 ZIZZL.E 4DALULS.AB.E =�=T *V 10 2HIA��1517 �IAB. ZZAT �1 'T P S ME IHALL _T �F IHE (1) LU z 0 F- CO z 0 fif co LLJ Lu L3 LU NOTE: GON'RAOTOR FINAL 5TRE55 OF 5TRAND5 MU5T BE DONE BEFORE �RIVEPVMY 15 FOURED. NOTE. I TOTAL SQUARE FOOTA&E OF I GABLES GAN BE FLIPPED IN THE FIELD. SLAB = 5359 5O FT. 74 3 3mmo SECTION °"'�'"'` $ SECTIONSECTION �w.M SECTION �".«M SECTION FOUNDATION PLAN DESI "'I'bcK _ sovx-o0 9sL mNCPo.TE sWH. sm�RAx 0 Au. rs olAxcrea-�o K 18,eruegoe�Ala� � N W 10'I gexlo3OaD5 9x Be U IDNOeit NAa'rc wAu sN.UL Hx s. 2477x L - r s. Wa B ANY BW DEER MY BEM o1W — REW C ry a $ G eeiY �m —TR 1..�R xR-1. De z' BaAtl moMPocrcAa ACNEO�cE'B To 9�`B BBwox 8 L � QJ s. T� YVN9NAnoN D61GX 6 cONSDtO® airAlm DNLffi Y A IEPfeR rnDN cxBDRetc ENGIx�Aw4 �ncllxC. A 3 c —L R9 HSE ON A 9PACIPIC IDT K BMnax9 DI9CRBTgN Hsu.% AEU NC19x.D�gix s e� 1Mmismu�.�5 C W N°MI&'NHLL PLANBNL �NIA04 NN eDADNH e , ro veHwr ua nHOPs coxreAnY nHoe9 TaAT axe nuPowmlA ME— N CONTRA— TO VERB'Y All OIMENSIONo PRIOR TO c GR BLYNEEN ENGWP.ERxO SLAB .NOGARCHTFETIIRAL PLANS, THE ARCHITECTURAL PLMS SHALL CONTROL _ v CONTRALTO m VER6R ANY ANO ALL SIIRGRME PREPARATION TO R6 PERFORM® A.S INOIGA- xa THE GNllTHCHNICAL RRPORT FOR TWS P60IF&T. .3 w MATERIAL O — — A �' r a-su came so �pSoxrp xx 3 z J nwv.Ms, smewis mx E J Ll.l 0 wox a®xmxo. DESIGN !A - Z V'J x. pas allo s,u+o.Ao = a & - a ,00.e O� a use u � v Aor- OAOauvms maxu/saewlre�eut MISOIILN U) LLI CD O Z 60U5 O n-ams arc swexp em eu. n,wwx _ N IS rlau,® oe awxx'r". omiana ®uax asap m m Or m LLI Xy W Z I Z w cf) m W a d O z aoeuneni x:Ps wiho.izeaN oy o M cnxd�esz¢cE�xi2oz9 o� Y HII/1929 8 d caps on ills N O ,�4 - o �om - 244i60922 RS �n E Mrxuuxex y fo=„r�T.° HAd,e=' P°R�I S 1 SILL PLATE b DID WALL IP LIVE ENDv ARE AT GARAGE ENIRY SILL PLATE n 5ND WALL FER BUILDER FINAL 5TRE56 MST BE D01& PRIOR BLL PLATE 1 E-, WALL q' TO 11' REWIRE5 114 — SILL PATE 1 5TUD WALL as BRILKZ/ OR IT FIR MILDER (OMIT 5ND WALL ® FORLH OR PATI01 TO POJRINs DRIVEWAY c011rRETE 6ARA5E DOOR B21LK5/ OR STONE PET( BUILDER PER WILDER N PER WILDER PER BALDER 2" TO IS" REG111RE5 2-14 HORZ. T w X F£R WILDER BRILK LEDGE SLAB STRAND BRICK LEDGE UI (ONE TOP S ONE _PH) u POST -TENSION STRANDS CONE. DRIVEWAY P05T-TENSION STRANDS E.AB 5 w Q MSN INDICATED ON MAN i WHBiE SLAB siRAAIL cHAIR('flm) 4: m ry POST -TENSION STRANDS WHEN INDICATED ON PLAN // AR�mll PER WILDER WIBI INDILAEED ON RAN OWIR(Tlm) W S 5EE MOTION > N u NAIR (TIED) > W m 'CHAIR (TIED) CHAIR ('Eml o N x m n' � - 'L III=I M: EUArEa✓s _ sE= Mlsceu.u��SaµS NDrEs w 111=- 11 o Ln s - =�_ c M EOFIArEOLs rvO1F5 -11 11 ? , . _ _ ak MISCELANEW5 0 1-. «b E5 � 'NEO' ❑ ITId I � 11 y NOTES oN 6HEET OII i� J=1yl.�--1 poL H eEa �Is.Fi7n U o ❑ III- L III mT oNESNEE v ON SHEET 51 2. SAVD B POR p - z _ 2. 5 FOR Par • .' �_ :_ �:_ q„ N' £ 111. "` III 1 2-5Atip-B FOR POLY eSn.M sTw.NDs WHEN n �Il_ . I11-I Na .. cwHloN m II I II �jjj � o cu>hloN. FI1TI I711 I Ii' 1 a SAND —I.. w -T D^ To11�� I I I I b 4` sAND wsH[ON � [ � � � E q s _ z SAND-B oR ar-III INDICAiED1Tx x8 Rov I¶ z arvw6 FOR FOLr mT� STRANDS rvHEN �INTI - REWIRES Isla taRz.� ITI n :+ L� m _ 5' RESMIIRFS Y-u4 HORL L mrcLr n a' s rm 0-IION �_ m O1i BALK DIRT np - c FRGM , _ - N II WHEN _ lONE TOP b OIE BOTTOM) N MINIMUM LF :, INTO INDICATED ON FLAN T"O� wl H O ROD TIE p-F 5 FRDM I NOTE. IF DIMENSION 60 BEYOND IS' LOMPPLEED HILL TI TOFF WIT( «9 ROD ITN O ROD COMPACTED FILL. � I� B 16 COMPMINI" °F IY INTO 3 TIE OFF 5' BEAM STRANDS WHEN ` INGLATED ON RAN THI5 AREA N N N 60 OM W MINIMJM OF 12' INTO MINIlM1M CF 12" INTO BEAM SERA MINIMUM EE 12 aT� BUILDER M15T USE STEM WP1L DETAIL AM STRANDS WHEN L UNDI67JR E BOIL OR WIDTH LNDISNRBm 501E OR (WIDTH LOMPPLTm FILL. INDILAEm ON RAN UNDI5URBED FOIL OR /WIDTH TIE OFF S FROM a LOMPALTED FILL.TIE OFF 5" FROM WIDEN UIDISTURBm SDIL OR WIDTH UNDISNRBm 501E OR WIDTH INDILAEED ON PLAN fAMPALTm FILL. c BOTTOM W BEAM 5TRAND5 VYEN BOTTOM WITN 5 ROD �'NDILATED ON PLAN A SECTION SECTION SECTION SECTION SECTION ,IS OFF EE x AE0� SECTION 9 u) FM4 LONT. —B _NP ' ND FO POLY 5L?8 5TRAND AB STRAND e' N' u `—[ \ BOTTOM ITN 3 ROD MAY BE RELE"lvED 2I{�STq -B T �L SEE MISLELLANE(w5 nGly�HION \\ / DEAD EPD. W LONT " TROFS �2y �y rBRILK LEDGE POST -TENSION LEDIS ON STRMIDS �' S�gNp-B pPON EMEE" OLY7 /l{WHERE AR=LILA&.E WHERE APPL GABLE - 6 4' OR MO E TO 2" �1 N _ F PPP ILABLE �W4EN IH I AIR LN P�.AN b 5p1ff34lSHI0N LNAIR (Tim) _ WyEN NDILA ON P11 a / - TED N �!r, BEAM BEYOND M5 Z BARS ®12 OL— ®13 OL'Z w T r CHAIRS ry «M1 LONT. x N - LNAIR (ilm) q q, `p -ormnr 111 11 k=.li w i (TIE - u v B p l 1 SEE MISLEJANEDIS 11 G W� e FOR POILY SLne stRP,nD 1 T a cover. a 4' SAND PUS+PN m - -' SCAN 51RAND m� m N� �SHEEr ELLASI > �' I :A T_ 1 ❑ ll) III I�IE50NE - ROL5151 cEaD END w `. m1 f W 1 d 5}TI03 F4R (DOLLY BEAM STR=NDS� q w _ wQw �j] / FOR POLY �j _ M5 ®12�, SEE,PLAN I4'NAPEMP IDTH� BEAM 5TRAND5 WHEN O CJJSHION. "EK INDICATED ON MAN WE 4 12- OL E W. 2-NS TOP S ROD W 4 LONT. TOP e BOTTOM TIE OFF 5" FROM SEE ARCH FOR MINIMUM OF 12 INTO 1 BOTTOM ,TYPICAL NOTE IF DROP 15 MORE THAN 12" A REDESIGN OF THE , -M. MINIMM OF 12' NT0 BOTTOM WITH y Rov FIREVLALE DIM. IDTH . ' FOUNDATION BEAM & 5TRAND LAYOUT NEEDS TO BE DONE. w+D15TI RBED SOIL OR DOMR e 0 SOIL OR �j — i} CCMPALEED Fy. (ANPALTE0 FILL IB" BEAM Y-55 BOTTOM o VARIES-(B6'MINJ SECTION AT DROPPED SLAB (H)SECTION AT FIRE PLACE SECTION AT FIRE PLACE OKSECTION w'D N L-1 SECTION AT DROPPED SLAB - S 10" ry R5HEE' S 2 SAND-B FOR BEAM STRAND. CHAIR BRICKS/ 0R STONE �51LL PLATE d 5ND TEND BRICKS/ OR STONE SILL PATE b 5ND WALL o �� T DEAD ENDS. V BRILK LEDGE ' FER EUI - N WILDER - PER WILDS a POLY n�WSANp LLIISHIOM 5 � WHEN IN -A- IOND5 N x FER WILDER (BEND B��A� �A@. VERT.-., `' SLAB STRAND WHERE AFPLILABLE Q p. ,. _ s12'oc _ o -.. AND INTEND �DL ®12^oL i NOTE x W �• - (T EED ry ry a .. FEE M WE51LANEDIS NOTES 3 F R O tH BEAM 9ERANDS R •4 MORE. PDJBLE LA ALL TALLER EHAN SAE'_ £ SLAB STRAND A R SEEM ET ❑ eEPM BB'OIJD a O 4B" MAX. JUST INSTALL c SEE MI°LELLANEOIJE NOTES V DO YERS OF W REBAR 1 _-- - m t=i ON 5HEET 512. SAND-B FOR SLAB STk41p _ W VERTICAL a HORIZONTAL y J W aals,oz 111111111 .� llI- POL as DcuSH ON o -�, � P°Lrba•sar�Dc T°N 1FAFM—L _ Z - * J15TINSTALL DOUBLE LAYER$ O —«45 a 12" M 5 A 18' . �«45 VERT. ® 18" > m _ BEAM SERANDS -� - OL. BALK FILL -a w W %S ROD ❑ HORIZ. - TIE DEAD END AM W BAR TO A DEFM OF l2 pp•S a l6' M7RL ®2 0L - \ -SEEM ET 51 2 5ANP-5 TISFOR � Q a Z W V fBIE - W FOR DROP5 DEEPS£ THAN 4E° (TPIGALI BEAM STRPN £ Q � .\ 24 �4K AS RECNI 0. SHEE 51 2 SAND B FOR & O d J L MAX. VERTICAL 1 HORIZONTAL. POLY 1 4 SA'VD CUSH.ON. 2-«45 JERT J. m BEYOND Nl VERTICAL £-1 1 W'S HORZ. MINIMUM OF 12" INTO - 1 - NO E' (� d // 1 _ a UNDI—SED BAIL 0R w TRANDS CANNOT BE L■■ 2-«55 BOTTOM) `-BEAM SiF2AN05 MINIMM OF 12 INTO 6 MINIMIM OF 12 INTO •^ 3 LOMP.4LTED FILL WIDTH BEAM L.ABL 5 R AOE w'/ 2#45 LLS, • w CD WIDTH UNDISTURBED EOIL OR WIDTH UfOISNREm 501E GR IF AFPLILABLE 1■■ COMPACTED _ LOMFAOT FIL_. TCP 8 BOTTOM. _ O Z L-2 SECTION AT DROPPED SLAB M DEEPENED BEAM SECTION N DROPPED BRICK LEDGE OP SECTION OF STEM WALL 6 � z o 5O MINIMUM 1/2" DIAMETER ANCHaR > J 1 FDOm ro BE INSTALLED TNN; _F BE N 6' 6" (IF DOUBLE STRAND) PLANL �W, 04 ININ1 ALL ED APRILABLET (— MINIMM OLEWJ. LONGREE IT+IN 13^0 5 cmromwmrux L� Hg Xc W co ED ILL LIVE OR DEAD END EVERY b'-O OL. MAX 1) NFT ANO¶BELT ON NOTES° WITH N 12" of NAIM L ME LIVE OR DEAD END oD. UN IM?o-cH Mmtcr eHe _ W SLAB STRAND ) A E� ND OR BAY 2. 01A o _ -.Lu w «aS lroRz. e 12^oe. a i I- eNarzs AirnSc roeAn TNDJ oR - No RE ••• "W` e`i Z � Ell U 2XI0 FORM BOARD B Elm A O SE REWVE AT LOMRALTORS 111 (n O `. 1 cAreS'eFAr+s 'No Oros M ACH P_ ATE�M - .m uj I yr -E •,�i,�� v III J) nm�.rro L�nreRl�Bc';ue w 4OR6 MLIL wm uFFEo.awTs. LL LLANO ENow.vE ro ae..�ov vm• ° eF 'A.. lr�_ Q o m (1rPJ Em `' «45 VHtT e 18°O.L'�Tt by i uVE OR eE<w END a-0,� SLAB All y D , eoiT ALW.H Q 0❑-SLAB 6TRAM3 ] 1� BEAM STRAND�wHERE APPucAeL.E ^NO �a Pr o :1 Z W T� - EXTERIOR BEAM MINIMUM /2 _ ,¢ o LF) ,� ®L-BAR ,rF x III 1iI. Ell LIVE OR BOLTS ARET E �V DO e OL. w DEAD END EVERY 6 00 �bTorvr N O C II II1111 SEE NEET SII E NOtEs ❑ /ii L u — w TH N 2 F �.i ON ZNEET 51 A SAND B FOR �MBN�Dc�ED N C - POLY a 4 SAND OJSHION. £ ENDS CAN BE NA LED OR WIRED N F5 �. - ea? ' •d J Q BEAM STRAND(5) - Cxrv.'`b' SERANDS ro THE roeM B.^,.Aeos - pT WHERE APPLICABLE B'a STAKES AS REQUIRED TO E 24$66BYY J _ MAINTAIN A 5" CLEARANCE TMR ORB yygLLsNIT PMORE INTO NNISTLRBED vJIL III FROM BO'TCM OF BEAM n�o tl°wnent me ° _ "yETOy W a E �°4rA r D4 COMPACTED FILL."— u_u-' STRAND END LAY -OUT TYP. BEAM ELEVATION - °^ - ELTOM A��aR eo r DETAIL _ ®STEM WALL W/ DROPPED BRICK LEDGE w °�L NFORIEUXI—"°"a`q SCAN WALL ANCHORAGE rm 0 �. �� 15 S2 RM# DDEESMIPTI „N. xE, Tx GRAPEVINE BROWNSTONES, LLEll C; GRAPEVINE BROWNSTONES - PHASE II W " I'� 235 E.NASH STREET (BUILDING 6), GRAPEVINE, TX! a PLAN: BUILDING 6 HZ I TN R U w 2505 N. Plano RoaE a xTw a-1.N �=Nxx OITT APPR— FLA MBE KEPT ON C) e j 4000 R icNartlson, Ta. ]5082 _ •Ah. WnIP1l103B SITE 30 A�� .M.S J - c w CHIL�RESS. E. INT=axoaa=a o,w.. O _ ENGINEERING SERVICES SN—NEAaaR —, U) z p1 O 3 REVISION LOG m DATE DRAWN BY w Z a K . .cs SHEAR WALL PLANS G- o� Q' 11 4 G Q 4 I �. ��(I a'Imv wue� m �� B4 �� Ax�xamm !S s s A sEcnow �G�ARAGEDOOROPENINGDETAIL IWFl e o so—. m awwn B s�cnoN 1ST FLOOR 3/Y RMTM fllal ifc. 96 txF v�'maWaa N'ns¢ - 7� us sw wu as 2 DETAIL 8 O 3 9 m.... m5... _ b b Z 8 UNIT17 v^this EL The seal appearing�ga docament byy rns outhorlssd Tony A ChRdness, PE. #72029 on i0/07/24 (Record copy on fife) wraa.w« �7NEERIN� f,�0000eooup�FPt C t)E e u"w " ni Tre ar wu q��OS� �,�l�- . _ �. swu csea�nou ar'� mom nrx `ttsrxmer 0 ON-WH CHILDRE55o. o°-� 72029 -a:a °0°�Fj, QrsTE $ aactu x"imnM-o e-�E 1-zeWus 11-1 ¢Alttt W41. °��4g000a �� F-7422 _ This document noy not be changed .�. In any Fos'!.without permission from Tony H. Childress, PE I ,SW1 SHEARWALL PIANS W y r ZUw A Lu co ID b U O U UNIT 22 UNIT21 UNIT20 UNIT 19 UNIT 18 UNIT 17 .re �E�051E•�••••� Z g a d 222 P i '101� The eaI app en gg n thi 9 N� >uu aux docu nt auth o )ed b �nun�mx imp s i yy ��vxui4 Tony H, 7r24 (ss, P,E. ,py o ; 2ND FLOOR an 1an7na cPe�ord �apy an NO � + gg E�0000eol lfYO�PL N 4 sti°°- 3 ll�� 0p 2 L? H GHILDRE55o j ve 'a Purz vn eA scx�� °p°"�O 72029 ««c��m °d° s�Q7srE 'arc % ----1 J CENGINEEREDPANEL BLOCKINGITRUSS)rcl ENGINEERED PANEL BLOCKING(TJIJOISTI� °��on000ENo This docunent noyy n t perbe isschanged .< p In any fashion wlthout mion ��If e Iron Tony H. Childress, PE I �, .SW2 SHEAR WALL PLANS 0 (D- o © ® o 0 0 0 [i.l - riii III= ■ri © U © O O 3RD FLOOR U e J i 'o J En w = s y W z O � C y w O_ A Q The seal .....rungg on this F document was thorized byy Tony H, Lhiidress, P,E. M72029 on 1=7124 (Re card copy on fW 6 f,e0000eo7o 9p ePt OF- o N seo 0 x l� ooi ONWH CHILDRE55o" 72029a:a �10 GIS -- F-7422 This document noy not SW3- be changed .... In any fashion without permission from cony H. Childress, P.E. [ \, \ » ! }j » a }PP y \« ■ |BR ' GRAPEVINE BROWNSTONES, _ k m ~` §j ___,__�_ .BUILD IN G 6k� 2 HOLDOWN SCHEDULE SHEAR WALL SCHEDULE ED 1.1 p Z zrz 1= X=1 uwmx ",W —D— '="A M� HE — COMPLIANT WITH: s.21 IRC ULTIMATE WINDSPEED: I Is MPH .-.U.E — S —HD —T— Lu vwi %* LD z 0 Z 3: z 0 CO -Z Li yj Z o U.1 IL The s.1 opp.H�n this t d ..... was authorized "I'd lb� Tony H ChR*e,s, P E. #72o9 an jn7r24 (Record copy on fLe) OF Ag. Hl . . ...... 72029 F-7422 This do—ent not be changed In any... hl- withoutpermission fr.. Tony H. Childress, PE$ SCH1 NOTES STACKING MATERIALS ----------------------------- ----------- IN 71 h nl �u I_LX I i I I I I I I _J 2FL BEAMS PIOUD Length ProtluR Plies Net Qty Fab Type BM] 21' 0" 1 3/4" x 11" 2.0E Microllam® LVL 3 3 FF 'BMS 21' 0' 1 3/4" x 18" 2 DE Microllam® LVL 3 3 FF 6 M4 8' 0" 1 3/4" x 18" 2.0E Microllam® LVL 3 3 FF BM6 ]' 0" 1 3/4" x 18" 2.0E MicrollamCN LVL 2 2 FF 2NDFLOOR TRUSS LAYOUT NOTES See Engineeied cut sheets for trusses and beams 3F B I S PWD Length Product Plies Net Qty Fab Type XBM23 20'0° 1 3/4" x 18" 2.0E Microllam@ LVL 3 3 FF 3' 0" 1 3/4" x IB" 2.0E MicrollamW LVL 3 3 FF 3RD FLOOR TRUSS LAYOUT 1, Builders FirstSource OFFICE: —245 8531 FAX q72.2a5.8534 o m�� a oi✓ W-11� � =m.�'se=�=F ��e3e� 39as3 M V U^14.e Sys Ag o a9��ee EF Wz �F Qw N W C x U U z U DATE: NMI — JOB NUMBER: TBD BCALE: Vc. = 1' 1dEV15lONS: RBPRESBNTS I.cFr env of rRDss AS DEPICTED ON TRU55 DRAWING DATE: REMARKS: ***IMPORTANT*** HANGER LEGEND HATCH LEGEND 11114/24 PERhflTS 1. Nstomer u responsible to verify toot the product Builders Fuse 3 R is Ne fespovsibdity of the customer. builder, build'mg 5. Adjm9 bass spacing as -nu m avoid ell plumbing drops, 8. This placement diagrem u for Iecehon and Gaming proposes (A) LU5410 (01 FA —1— S. v providmg n approved far efl d—ioval and desigpec, aremten ar FOR tv specify any recessed lightmg f place flues, and HVAC d—k. Do NOT cat alter, or ONLY Lu9fletlov roil brecing is the respomibflity of the Stronabac C Braclne _c.� ev eewg requuemmts needed far the strucNre as weft es locations, HVAC requirements, andlm —.1 these sizes drill ANY atlucmral member of a doss unless specifically builder. Please refac tv Ne BCSI for bracing Mchviques and It IS recotn vended that trusses are braced With a AHNvLVUM 2x6 Strongback �J LU5414 (21) EJT. BEARB4G WAIL g all local soil muomiphty statutes at We 1— Ne pmJe h being badt BFS does not perform bmldtng destga, roil —hops. U—vo chdumstavices u B.—First Source recponable for hgh' g H reneea, daatwork, or meanan;m pmmitled by the wss desi� dmwm�g. rerommeodations. every 10' (at vertical or added block) and/or as directed by the FOR or Builder THA4z2 o) ®xvnc; sroRAGe Duly component desw as dhvnM by the customtt budder eh.. odes requ CLEARLY spemfiad AND _m fi Trvssea and/or beams are von deigned ro support masonry 9. Do not veil oc screw through horizwtal spice plates of fluor ESPECIALLY over large open areas for ceiling uniformity. re8ismr� mcluteu vc Evgoeer of Record fro the Rojeal. coordmmed wild B Y Source Prig w cuss Cbncaiiov of �Y kind Lwtels m older mawvrY suPPort%are tv be by trusses OD THAC422 (11 O NB:CHANICAL CHASE 2 Bmlders Fuss Source is not responsible for determining whether 4 Under ne cbcumstances is Builders First Source or their truss cited and provided others. 10. Fr0 efl fustevcc holes iv hmgcrs wild fastener types spmtiadm Bolton, chords should be leveled prior to onaching bracing and EO HU414 SHEET (0) R TRll55 GIl2DE the shuvM1ure built by means of romponrn[s md/or cnginttxwg by aafldea Fires smaee cvgmev the Evpjveer of RecoN t'or ANY proje0. 2. Areas val covered by busses are to be field Named by others the rorrespovdmg hanger table. Refer to Simpson Sbovg Tie catalog for tables. should be installed during truss erection per BCSI-B] reconariendations. FT-1 aaPPhea mans alale, rosary, a tyr�a/or mmicWaliry coder. regulatioae, or aaaenaama. F xcusala 0 (o) sreeL f-BEAM ROOP DECK TRUSS STANDARD DETAH,S DESIGN CRITERIA BniWiug Codes; 01 ® 10 TCCL (PSF): 309 TCU TPI2im IPSP): 25 — Bc., BCII. (PSF1: 0 B �L 10 — gsv): (PSr): 135 _ Truss DepN:20'vP LL Mu DaF1' 3W li Max Defl' 240 �y NOTES L ROOF DECK TRUSS LAYOUT See Engineered cut sheets for trusses and beams g PIotlD Len[h PrOtluct 4FL BEAMS Plies Ne[ Q[y Fab Type I `BM1 20' 0" 1 3/4" x 24" 2.OE MlCrn11—N LVL 3 3 FF NOTES 1. Nstomer u respomible to verify that the product Builders Fuse 3 R is the respovsib, ity of the customer. builder, build'mg 5. Adjmt bass spacing as -na ro avoid ell plumbing drops, B. This placement diegrem u for Iecehon eud Gaming Purposes Source is Pcavid'mg is epprwed far efl dwevsioval and eveenvg requuemmts needed far the structure as weft es desigpec, ammrcn ar FOR tv spxdy any recessed lightmg lacefiovs, HVAC requirements, endlm mechmieal chase sizes f place flues, and HVAC ductwork. Do NOT cut alter, or drill ANY sbucmrel member of a doss uWess specifically ONLY Ivstalletlov and bracing is the respomibflity of the builder. Please refer tv Ne BCSI for bracing Mchviques and g all local and muumiphty staNtes at We locehw Ne and —hvos. Under uv chdumxtauces u B.—First S..permitled by the truss desige dmwm�g. recemmendativns. pro)ect h being badt. BFS does not perform bmlding design, Duly eomPo daw os dhvnM by the casromer, builder, Engineer Record Ra responable for hghlmg inrerrerences, ductwork, or mechanical chases u . mquim — are CLEARLY spemfiad AND B.— First Source Cbncaiiw 6, Trvssea and/or beams are voi deigned ro support masonry kind Lwtels tv be 9. Do not veil oc screw through hotizwtal sPhce Plates of fluor busses. regismred mclutem uc of the Rujecl. coordmmea wild Prig m truss of �Y m older mawvrY suPpaRs ere sized and provided by others. 2. Bmlders Fuss Souse is not responsible for determining whether the smrvM1ure built by means of wmpvnrn[s md/vr enginttxwg upphed by Builders F st Smace menx stale, wavry, 4 Under ne chcumstences is Bmlders First Sowce -heir truss evgmev the EVPjveer of—m t'oc ANY Proj- F. Areas vat covered by busses ore W be field flamed by others 10. PtO all fustevcr holes W hmgcrs wild fastener types spentiadm the rorreepovdmg hanger able. Refer ro Simpsw Strang Tie cemlvg for tables. �yman=ainr mmieipalhy nndex, reguladnux, nr aaaenaanrs. Nre�cxxe�Weusr� r ATE: 01WN22 DESIGN HY: LC SALESMAN:. UANNY O. JOB NUMBER TM SCALE: 14. = 1' 1dEV15lONS: REPRBSENTS LUT � GP TRDBg AS DEPICTID ON TRU55 DRAw1NG DATE: REMARKS; • IMPORTANT- HANGER LEGEND HATCH LEGEND 11114/24 PERhflTs (A) I.U324 (ol BEAM/LPAGHR Strongbnck Bl'ACb1H It is recommended that trusses are braced with a MINIMUM 1x6 Strongback (B) —26 (o] mT. BEARmG wnr r every 10' (at vertical or added block) and/or as directed by the FOR or Budder O HDS2o (O7 ®xvnc / sroRAGe ESPEC7.9LLY over large open areas for ceiling uniformity. () HGU326-2 (o) O NHiCHANIC^T CHASP Boltmn chords should be leveled prior to attachin bracing and p g g O HGUS2g-2 SHEET (0) GEtDERTRUSS should be installed during trussss erection per BCSI-B] reconanendations. O .LfmH41a (o) � sreeL I -BEAM FT1 City of Grapevine �SYSTEMHAUSE Residential Energy Compliance Path 'u101N"OLNC; B01°1001dP5 Energy Code Requirements of the 2021 IECC (IRC) as amended NmenwanNG." Submit with application for either p'mmn 0 A building permit OR ❑ A Certificate of Occupancy Project Address: 250 E. Dallas Rd., BLD. 6, Unit 18 (1 Grapevine, TX 76051 Project shall comply with one of the following: ❑ Option Ill— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104) 9 Option 42—Total Building Performance Compliance: Section R405 (N1105) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI ❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2 Note: The HERS® index is not validfor code compliance. ❑ Option #4 —ENERGY STAR Certified Homes® R102.1.1(N7101.4.1) o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2 o Includes compliance with requirements from Section R402.4.1.2 (NI1024.1.2), R403.3.3 (N1103.3.3), and R403.6.3 711103.6.3) Note: Each 1-and 2 family dwelling shall be tested. ❑ Option If5— HB 3215 (87R) Home Energy Rating System Index Compliance o Includes compliance with ANSI11RESNET/ICC301, as it existed onlanuary 1, 2021. o Includes compliance with the Mandatorynouiromenis of 20181ECCSec[ron R4 ..2. o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4. Attach appropriate site -specific design compliance report and inspection checklist. Name and version of the compliance software (if selecting Option 2 through s): IC3 current I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the minimum requirements for the compliance approach selected above. Agency and Certification Number: SySte0lhaUSe - ICC 860592 Signature of Responsible Party: _,ALI Printed Name and Title of Responsible Party: William S. "Stall" FOlsom, LEED AP Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a commmee of the North CentaI Texas Council of Governments (NCTCOG). httos://www. nctcoe.ondenvir/reeiona l-buildine- codes/amendments. Single Family House Energy Report Project Details Project Name: Cadence_GrapevineBrow Builder Name: Cadence Homes Builder Phone: 214-341-005B Builder Email: stan@systemhause.com Address: BLD.6, unit 18 GRAPEVINE City: TARRANT County: 76051 Zlp. Certificate #: 1342005 Date Issued- 11/B/2024 22% Above Code This single family residential project was found to be in compliance with the performance measures described in the 2021 IECC with 11408.2.3 Reduced energy eater than or equal to 0.81) use in service water-heatingEnergy S stems Laboratory, ra division of the Texas A&Mas calculated gin the ring Ex Y Engineering Experiment Station using IC3 version 4.6.1 I ENERGY SYSTEMS LABORATORY EXPERIMENT TOW" TEXAS A&M ENGINEERING Notes: <<<Phase 2»> Thevalues produced aze generated by the DOE-2 building energy analysis program.These values do not c.nsth-bt a guarantee of attual energy usage by ESL or TEES. calcuWUon in accordance with the International Energy Conservation eaHng/ Code William S.Folsom, LEEDAP ICC 521146E-7 IC3 performsthe hously annual energy sed'wn R805, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of theh Cooling system. Emissions Reduction �-u g lbs. Authorized Signature: I NOx: 4 lbs. sox: bs. CO1 4,413 Cadence -Grapevine Btownstor Page 1 of 3 IC3. ,,,; Version 4.6.1 Copyright2015 Energy 5ystemsLaboratory General Numberof Bedrooms: 3 Wall Cavity Insulation: R. 23 Wall Continuous Insulation: R. 0 Orientation: East Windows SHGC: 0.25 U-Factor. 0.35 Roof Cladding Type: Composite Shingle Radiant Barrier. Yes Sealed Attic: No Rooflnsulatlon: R- 38 Attic Area: 1171 sq. ft. Cathedral Ceiling Area:0 sq. ft. Flat Roof Area: 0 sq. ft. Wal I Area Neat to Attic: 0 sq. R. Foundation Foundatlon Type: Slab on Grade Foundatlon Insulation: R- 0 A/C SEER: 16 Tonnage: 5.5 Project Information Structural Floor 1 Exterior Finish: Brick Floor Area: 718 sq.ft. Stud Type: 2x6 Floor Wall Helght 9R. Stud Spacing: 16 in. Front Side Length: 27 ft Right Side Length: 42ft Front Side Window Area: 0 sq. R. Right Side Window Area: 0 sq. ft. Mechanical Fron[Side Shading: 0ln Right Side Shading: Oln Blower Door Test: 3 @ACH50 Back Side Length: 27 ft Lek Side Length: 42k Ventilation Type: Supply Only Back Side Window Area: 58 sq. ft. Left Side Window Area: gsq. R. Ventilation Rate: 80 CFM Back Side Shading: Oln Lek Side Shading:0in Ventilation Operation: 24 his. Floor 2 Fan Power: 21 Watts Floor Area: 1171 sq.ft. Area over Unconditioned: 453 sq. R. Fraction Outside: 0.9 Floor Wall Height: 12 ft. Duct Tightness Test: 121 @CFM25 Front Side Length: 27 ft Right Side Length: 44ft Supply Duct Insulation: R-6 Front Side Window Area: 108 sq. ft. Right Side Window Area: 0 sq. R. Return Duct Insulation: R-6 Front Side Shading: 0 In Right Side Shading: 0 In Back Side Length: 27 ft Left Side Length: 44ft Back Side Window Area: 39 sq. ft. Left Side Window Area: 0 sq. ft. Heating Back Side Shading: 0 In Left Side Shading: 0 In Heating Type: Natural Gas Floor 3 Heating Efficiency: 0.8 AFUE Floor Area: 1171 sq. ft. Area over Unconditioned: 0 sq. ft. Floor Wall Height: 10 ft. Water Heater Front Side Length: 27 ft Right Side Length: 44ft Water Heater Type: Natural Gas Front Side Window Area: 72 q.ft. Right Side Window Area: 10 sq. ft. Energy Factor: 0.81 Front Slde Shading: 0 In Right Side Shading: 0 In Size: WA Back Side Length:27 ft Left Side Length: 44ft Burner Capacity: WA Back Side Window Area: 40 sq. ft. Left Side Window Area: 0 sq. ft. Back Side Shading: 0 In Left Side Shad Ing: 0 In U. M.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of P„n at abed Esdr" 38\cW .cpemand�' 1131 k`NN prop°sedpeakE\ectn �9Nts', nda�d RefeRncel �'(ota\ Pfea 5ta E\ect°c lk pcoP°s 88 GasltN�msl ptoP°mod ��\9n \c lkWf`1 0 E\ectt \ 363 En�9Y��9e Cate9°ry gaslt\'erms\0 88 0 19\ 1,\88 0 s 0 3,605 sand M'\sce\\ane°u 185 pump 0 0 0 yet\\a��°n Fans 9,1g5 d\aC\on 0 qg1 0 M�Nan\ca\Ven 0 91 ca 241 roo\M9 303 0 5 SPa 580 SPa4eHeadn9 91 46g6 ecNOt,Nater 400 0 5\tJner9Y / �gGG 2p15aAp531 5ofe°taA9a'`t or\1ne 1931 h ntyasr. 16t t a\¢cnIAV n . r/AnVNs1O e(ad°t'.3.�ms a 1M 5tteto�un Un\t t M �oPyri9Nt1o15Enet9Y SYstemsEaboratoN 4.,0 page3o{3 �dence GraPev\ne81 ov40stor MiTeko MTek, Inc. 400 Sunnis Ave , Suite 270 Roseville, CA 95661 916.755.3571 I:M110I111111K 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: R85395589 thru R85395641 My license renewal date for the state of Texas is December 31, 2024. Texas COA: F-12513 R F-12513 �� November 19,2024 Demandez, Mums 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 wM ANS1I 11_ These designs are based upon parameters shown leg , loads, supports, dimensions, shapes and design codes), which were glvente MiTekor TRENCO. Any prefect specific information yxii ed is far MReks or TRENCO's custumeis file reference purpose only, and was not taken into account in the preparation of these designs_ MTek or TRENCO has not mdependenfly verified the applicability of the design parameters or the designs for any particular building Beforeum, the building designer should verify applicability of design parameters and property inomm ate these designs me the overall building design per ANSI fPI 1, Chapter 2_ Jab Tn .e UNIT-18 QAN Am01 Builders FirslA—. Cart,TX), CartO6bq TX-ISOO6,ACKCL03EO SUPPORTE 8ti30 5��J. f.iTeKlfdlisideS,lx Mon NOv 181151162026 PPy age 1589 ED BJaa,IVHkk =mNr MyD4lkR1CiPe8]OHg3NS9Pgn18w3uITXbC.K DoITJI CW 'To 11E 025 12 5®n1=I R tub 2 a5= 3na {ad I � n 8 ] B AS a 11 W8.= ud �� LOADING (psi) SPAT2-0U C51. OEFL. In (bc) IR2 t/0 PLATES GRIP TCLL 1000 P6te Gnp 3.L 1 W TC .24 Vad(LL) Na - Na 999 MT20 2"190 TCOL 250 LumMr OOL 1 W BC 014 VargOT) Na - Ne 999 0 WE 0 Horz(CT) -0.W 6 Na Na RecOe IRC2021RP1204Ina BCOL 100 Madd: Pro Weight 281b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E or2x4SP No 1 w2WSPSS TOP CHORD Binaural Bond sheaNing directly applied a RAN oc putllns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Nib w2WSPSS except end veN=Is. WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied or 6-00 oc bracing_ OTHERS 2x4 SP No 3 REACTIONS. All Oeadngs 5 gla- Max Ho¢ "UPC 8) Max UPIR Allup8 lDDlborless pnt(s)8.5e ept6= 2n(LC28),T=126NLC2]) Max G2v Agra iom2501ba@s ajolM(s)8,5e pt6=1411(LC31),]=137$LCM) FORCES. lW-Max.Comp Mtax Ten -All mares 250(IU) or kss except when shuvm_ TOP CHORD 1-2=293294, 2�116111156, 3-04 581 5 HOT CHORD ]5�02/295,6-]=AM95,5f 55 56 WEBS 3b=UV186, 2-]=1359113662L6 193911949 NOTES- 1) Vfind ASCE 7-16, Vul=115mph (a secmS d gust) VasdimpBL=6 ; TCOL=6 Opst, BCOOpst, h vft. B-5511, L45R eavt,2ft, Cat ll; Exp B Enclosed MWFRS (drt i1ma1) and CC Comer(3) zone, cantilever left mM night exposed C-C for mem9ers and mites 8 MWFRS for reacllons shown, Lumber DOL=160 pale god OOL=160 2)Tmss desg V mrwlM badsmtheganeol Nehussonly For MWsexposedtowlnd(romlalto Netace),seeSaMaMindus y Gable End DRAWG as applicable, or consult quall art buH]1ng designer as per ANSI TPI 1. 3) PrwNe adequate drainage W prevent eater ponds, 4) Cable regdes wnbnwus bNmm Crd beano]_ 5) Tres t ban ne ace or securel, bated against mleal mwemet p e. diagonal xeb). (......... Ot Cablmos151lyysshheeaaNt"d It 4 ]) rn15 Cuss has been desgnel for a 10 opsf bloom choN rwe mad nonrnncnnent with any other live bads. i yS:'• 1, 8)• This toes has been des, V mr a fimbad OT20 opst on the Wtmm UlaO In aft areas xTere a rectangle3 Dan by 2-TO vnde � �.. :.1 war1Mbetween MinimchordaM aor Nlermembers_ is 97 Pawmemel]ankal conneNon(by OIIw45)orwssm MaNg p6m rapabkmvnmsUMmq 1001b up18[alpmQs)B,Sexcepl (l=lb) z69 6=iis %•*•.•••••...... HE ..ANDS f MARCOS A. HERNANDEZ/ ., T•••••••••••••••••••••••••••:—e area to Oagmad or300pft wmQg oOL=(133)Pmre gdp DOLg133)COnnad Wssmresist iO) ml5 wss has been Msghad �1...'. drag leads along Mngm rngm ram on-o m SiA For 300 o pft Won 11 38 78 ... i COR F-12513 November 19,2024 G V"dead,oaMmetrnalan�IWTesn.,MsANDIN<ruan More REFERENCE RACE MHRUMI. ILAW3 ORE Use, ,wA no MiTek® ny traog a',yye„i ws a gutlaboo. u ww tle rysN dienly Co amtiwnalmm'ePimcunl and aesl Fears C-E—Im Solely lnronaden �pue rmmve Sweanleuneogco.ano.l Aamu �Ovw+e' eomm�enaom) yIn Co 1111MrM E— Jabvss Dry Fly R15395591 �TvssType UNIT-18 A02 Ja kCluutl 3 1 Job Reference g^/ Builders Budgaace (Carta ,TX), Carto6bq TX-5006, 6 8. 30s5 262024 Mire M9listr'k,Ix Mon Nov 181151152024 Pagel ID:syBJaWWk =mN rMyD4lkRICyPSB]OHg3NS9Pgn18w3NTXbC.K DoiTJI CH 2d)2 S 2812 ' I25 12 5®@=I hi 2. II 4= z4 II 1 LJ ❑❑\II V� ]x4 = fi= LOADING (psi) SPRCING- 2-DO CSI. OEFL. In Send Well that PLAIES GRIP TCLL 10D.0 Pete Gap DOL 1c0 TC 028 WdgLL) -003 4-5 >993 360 MT20 2441190 TCDL 250 Lumber DOL 1 W BC 0T2 VM(CT) o06 45 >949 240 BCLL 00' Rep Strgs Ina YES WB 017 Hmz(CT) 000 4 Na Ma SCDL 100 Code IRC202111f M14 Malr[bA5 WMNLL) Go 5 -- 240 WeJgM 28e FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 a 2w1 SP S5 TOPCHORD Structural wood sheathing directly applied. except end vedlrals BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No or 2W SP SS BOT CHORD Rigid telling directly applied. WEBS 2x4 SP No REAC1110NS. huxe) 5=(h5$4=Mecbaolrel Max M. 5=M-8) Max Uphold5--16(LC BL 4— VdLC 8) Max Gray 5=653(LC 1),4 (LC 1) FORCES. (lb) -Max COmpMl TM-Allbrces250(ib)orlessexceplwlrensbmm. BOTCHORD 4�14&496 WEBS 25 619V%7,2d 619flT NOTES 1)WM:ASCE7-16,Wtt115mph(15econdgist)Vas Imph,TCDL=6Ops,,BCDL=60psf,h=J BSKL=25R,eav-0ft,Cat. IL Exp B. Enclosed, MWFRS (drecdorel) 3M CC CarMC )Zone, reMtleverk:ft and dghtexgpa ed CC Mr members and fMa,, 8 MWFRSfirream ns sbmM; Lumber D01=160 plate gap DOL=160 2) Provide adequate drainage W prevent water trading. 3) This Wss has been designed for a 100 p9 boOOm chord give load noncr ncra enl with any Meer Irve bads. 4)• Tbls goes has been deslg V for a lNe load of 20 Spec On the WRom chord In a8 areas aTere a recGnge 3b0 M5 by 2-OO pace .1 IS between the beROm clrord and any other members. 5) Refer a girderts) far buss In buss mmparras 6) Provide Mechanical connection (by O uxed of tmss to leaang plate Capable Of withstanding 10D a up0ft alpings) 5 4. 7) The, Wss di UeWbes Med a do innem N]/i6" structural wood shealMtg be applied did" to the lap cord and l2"gypsum �� N sheMal ye applied directly m their phone ie OF Tam 11 ...... MARCOS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 ,wA nrp.�metraa4n��resr.re5 r Lrorniexnereae.neP.e.,.,,re., 3aarneuse. �a�ro MiTek® �a, lopurandarenny traog Fin ge—I 9ueanb—pratler. emw pnw.i sure u rysH ipVT ouaiy'cn amtiwnalwm'aPtrnun) and acsl burden comr—pre salery Inapparent �pue rmmve SaoMefronoogrompreal Aamu bum puxw eomm�enaom) yIn 1ss1nllunewsmu Jab Tn « �T UNIT-18 N/AA003 J. kCluutl Builders Frslsaaea(Cano ,Tx), Connote, Tx- 5006,mssTYpe 3L12 3812 DN FlyR15395591 10 ) 8. WaS 262024 MiT";tg str'kS, Ix Mon NOv 18115115 2024 Page ID ryBInUMHkr mNM Myo41kR1C2PSB7OHg3NSgPgnBw3uIT%bGN DoiTJI CW ]-td 364 025 12 2x4 II 23x4 - 1 3x4 "CAGING X. SP/CING- 2-OO7-B' TCLL 100.0 P6te Grp DOL t WO55 TCDL 250 Lumber DOL t W047 BCLL 00' Rep Sres lnce YES040 BCDL 100 Cape IRC2021]rP12B14 xAS LGMBER- TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w1SPS5 BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 ce Mot SP SS WEBS 2x4 SP No REACIIONS. huxa) 5-0 5"N 4-Mechanical M.M. 5=a(-8) Max Uphold 5=-23pLC 8), 4= MLC 8) Max Gray 5=923(LC n 4=92MLC 1) FORCES. (at - Max ComplMfit Teo -All aides 250(iIM) or less except when shmyn. TOPCHORD 1�MVM. 3-0=330BI BOT CHORD 45=262/1005 WEBS 25-11=83, 2-0 11331296 Scarp=1Y49 4 3xS= GEFL in pact Well I/O PLATES PW!t36m GRIP VM(LL) -0 12 45 N]2 360 MT20 2441190 VeMCT) -024 45 >336 2^0 H.ACT) 001 4 we a WMNLL) o.00 5 ^" 240 FT-2 BRACING- TOPCHORD Structural wood sheathing directly applied. except end verhods BOTCHORO Rigid ceiling directly applied. NOTES 1) Ad it ASCE 7-16, Vu11=11ttw 5mph (3-sa gust) VasdSimCO ph; TL=6 Ops[ BCDL=6 � Opsf, hOft, B=55$ L=LSR, eaW,4ft, Cat. IL Exp N Endosed, MWFRS (dcManag and CC Comer(3)AM, caMAever aft add rightex osec C-C her members and lances 8 MWFRS for reactors shown, Lumber O01-1 GO plate gpp O01-160 2) PUT& adequate pottage to prevent vaster ponpeg. 3) The buss has been tlesgne ! for a 100 per Whom plant live load nanwncunent with any call live baps_ 4)' This trips has been designed her a Bve aatl of 20 Opst on the Corder chad In all areas where a rectangle 3 tall by 2-0 eade, WN Fn Oelween de Whim chard add am oHx x members_ 5)ReRr to guderts) for truss to Vuss connecWns 6) Pmvlde mechanical cornecton (by others) of truss to bearing pate capable of vnNsdW Ing too lb upMI alpint(s) 5 4. ]) This gross desgo tequhes Nat a minimum m 7116" sNxtuml wand sheathing Me applied directly to de op creed and 12' gypsum sheehock theapplied tlhecthem G/ to e beftochow n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 kyokeliffi.y nyn.�metrwaan��Tepa.Mp n Lnaennnexnereneapenae.,.,,w.,�W3expanenpe �aro MiTek® �a, 9ueanboo—patle a',yye„s� n ww .pM county en amtiwnalwm'ePimcunl ire rysH and acsl Berhas coop —pin Solely lramppoll �pue rmmve swduefs mmgpo.pone., paaou u�Ow+a' eomm�enaom) yInc61nll.,Tp.s— Jab Mss UNIT-18 A04 rc Builders B.Seue(Carta,TX), PN CartoObq TX-15ACK06,CL03EU SiRUCNR 8E30 Sg 262024MN"k(rdptaesy Mon NwM 1151152024 P859 g3e1592 ID:ryBJaWoRkkr mNM MyU4lkR1C2PSB7OHg3NS9PgnI8w3uITXbGK Doi7J CH 8 ]-1-8 oz5 1z 3®ld=r14 z.a II xxe= zx4 II z 3x6— 3 a 5 10 9 8 T fi zxa II z.fi II Far = zxfi II and— LOADING (p51) SPACING- 2-0 C51. BEER, In (bc) VdeB Ud PLATED GRIP TOLL 100 Plate Gip DOL 1 W TO 018 Ved(LL) Na - Na 999 MT20 244/190 TCOL 250 Luroter OOL 1 go SO .14 Ved(CT) Na - Na 999 BELL 00' Rep Stru Ina NO WE 053 HagCT) ,ho 6 Na Na BCOL Joe Cade IR=VTP12014 Need Weld 39Ib Flt- 0 LUMBER- BRACING - TOP CHORD 2x4SP1650F15Eor2x4SPNo1w2WSPSS TOP CHORD Shuaural wood sheathing dlreM applied a S-0-0oc purllns, BOTCHORD 2x4SP1650Ft5EM2x4SP Not w2WSPSS except end verOcaIs. WEBS 2x4SPNo3 BOTCHORD Rigid ceiling directly applied or&C 0 oc Mating_ OTHERS 2x4 SP No 3 REACTIONS. All Neadngs 7 gla- Max Ho¢ 10-4(LC 8) Max Up1M MiI p8R1001Uorlessa,nt(s)10.p16=904(LC28),]=909(LC2]).8=-9M(LCM),9 58(LC 2]) Max Gray Mre iom25010orks al)oIM(s)10except6=950(LC31),]=1045(LC32),8=1075(LC31), 9=10]0(LC 32) FORCES. No -Max Cord, Whit:Ten. - All Mace, 25D US or kss except vNen s0wm. TOP CHORD 1-2 MIRC94, 23 MEFQ, 3-0 3]03]1, 45 8356 BOT CHORD 9-10 [X`C95 8-9=05/895, ]�3]63]2 G]-8]]/8]3 WEBS 4-0 1023M02538=511/17$2-9=103110544f>=129 1305, 2T-1488M494 NOTES- 1) Wind. ASCE 7-16. Vu0=fl5mp8 (-second gust) Vasd=Jtmph. TCO1=6 OpsE, BCO1=6 Opsf. h,30e; B=55$ L=25ft, eav�2R, Cal IL Exp B. Endorsed. MWFRS(d Mloral) and C-C CWWM) FMR carrMeverkft add ngMexpecto C-C for members and forces& MWFRS formacllon , drown, Lumaer DO1=1Ad plate gap OOL=160 f. 2) Toes desgred for ma" dadsmtaeplaneortaetrussoM, Forslutsexposedtomnd(mrmaltothefait),see S1MaMlndu y GaOk End Heads as applicable, or Moore qualified Wiling designer as per ANSUTPI 1. 3)Prwide adequate dmwge to prevent miler handing. 4)Ban, reques contlnuons hodkod prod""'W 5) Thus to be Wily sheathed ram one race or=ml, braced against Mewl aduann ll p e. degonal xey). 6)Gable 2"d yS: qdp 11 / suts sp aces! at ac 1 •';R ]) The truss Ms been deigned M a 100 Rod boeom chap live load noncoreadent with any other live bads_ �+ //� 8)-This Wss has been desgred for a luekedof 20Opsf ontlre hotbm chord in a0 areas wMe a rectangle 380 MR by 2-DO vide ...................... wB In bMween the boeom Medal add any other members. �MARCOS A. HERNANDEZ 9)Pound, memamMalcodMW-n(by oNers)of buss m hearing plate capable m wthslanding 1001b upde atpml(s) 10 except Ql=b) ;•••••••............•••;•••• �1 ••pA 6=984,]=909. r>_RhR �Mdt 10) This Was, has Iran for a totaldragload IT mba DOL=(1W) Pla", DOLgi 33) Connect Muss to reset 30or 113878 11 <`C'NGF'� of Wllnm[ned This bads ram 0.0 o to 000 along 11��SS�ONAIE��'\� %, ZZzz —� COR F-12513 November 19,2024 kenouNING V"xxbnpaoimetrna,itRANnTe=oNNaA»nnNauaDMMFKREFERENCERACE . �aro MiTek® �a� isnORinnEno ny trans tutl �� m%vmn> u ww rysN .Ru daxxy en amtiwnalwm'ePtrnwgl and aesl IRA, icon —nor Sony nnrmmonon -xpue onu a sweannaumoigcomsno., A—. �O�+r' eomm�enaom) be-be 91s]ssenllunewsm NIT VBuiltll 881TX), bJ. ers Firsl3aace (Carta Consider, TX So Bti3os3w�62024 MiTeRAk4strieS,Ix Mon Nov 181151162024 Page 1593 ID:ryBJaxUWk mmNr MyD4lkRIC2PSB7OHg3NS9Pgnt8w3NTXbGK Doi]JIZICH lags 10-39 a25 Frz s®@=1110 .4 II a4 II zx4 II 3� _ 21n 3 hfi= 4 5 6 1= LJ n n n 12 11 10 9 8 z6II a.B= zasll axs= zxe ll 0a 0 all Pb1e O85ets fXY1 IS03803-OI ITT 0.'i803L1 axe= LO DING (half SPACING- 2-0 C51. OEFL. In (bc) guen - PLATES GRIP TCLL I a 0Plate Grip DOL 1 W TOOdra VMhLL) Na - Na 999 W20 24,V190 TORT 250 LumMr DOL 1 W BC 015 VMdCT) Na - Nit 999 BOLL 00' Rep Shr Ina NO WE 053 Hgz(CT) oEd ] Nit W, BCDL 100 Cotle IR=117P12014 MaBkS Weight 9lb FT=20% LUMBER- BRACING- TOPCHORD 2z4 SP 1650F 15E W a4SP No 1 w2WSPSS TOP CHORD Structural wwtl sheathing dinally applied or6-0-0ocp pins, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 aw SPSS except end Metals. WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied or 6-0 M -0 oc acing_ OTHERS 2x4 SP No 3 REACTIONS. All treadngs 1038. (11A- Max Ho¢ 12Y(LC 8) Max Up1M All up8n too It or less al}vnds)except 12 %7(LC 2]�,]=100RLC 28)8=1005(LC 2]). 9=1025(LC 28),10=1 W2(LC 2]),11=940(LC 28) Max G2v Albs iom2501borks al)DIM(s)exrep[12=1031(LC32),]=1050(LC31),8=1138(LC32), 9=fl52(LC 31),10=11c5(LC 32). II-IDBD(LC 31) FORCES. Go -Max Cone, Wax .Ten. -All orti525D Vid or less except edged sawed. TOP CHORD 1 12 10TD1003,1 Y IM 111055, 2-3-291424, 3-0 865I864. 4 5�Hebl 1, 5b ,IW544 BOTCHORD 11-12=6481638, 10-11=-0 AE?9, 94D=79brT95, &3-3451343, ]A=901B99 WEBS 55110211089,4-9=-099151,&ID=1 PION 1282-11--568%45, 1-11=140111407, 3- 1485/1489 `✓7=-132911333 NOTES- 1) Who ASCE]-16,Vun=l TWdph(15ecend gust)VasS dlmph.TCDL=6 OpsE, BCDL=6=5 0pst. p,30f, B5$ L=25n; eWd M. Co, II; Exp B.Enclosed,MWFRS (dtMlonal) and FC Comerj3) zone; raMllever oft add nightFrosted CL formelWers and files 8 MWFRS der reapons speed; andrer DOL=1 Ad plate gap DOL=150 Ssgm0lDrwim 2) Tres badsbmeganeormetmasonry. FornWs�s tod(p itomerace)seeslamammduwy SEOF TF\\1 GaWEMDetai5asapplicaMe,orconsunquallaedbuiMingdesigl rasp ANS0IPI1_ p.,, .t '0�11) 3) Provide adeguale So code W prevent vabr ponds, 4) Gable ponom bearing. GDS•' Regales continuous Chad 5) Trust b be Wiry sheathed from ore lace, orsecurery graced against 51e2lmwementpe_d¢gonal xep) R 6) Gable adds spaced at 2-0L oc ]) This pass las peen desyned fir a 1 D D Whom rand live load nomm�cmrem with any other live Wads_ /....:........................... /MARCOS A. HERNANDEZ% pal 8)- The toss has peen desig V for a the lmd or 20 ops1 on Me Nobad egad in an areas adder, a rectangle 36-0 b8 by 2-0a vide ••••:...................... ••� vie M between the Whom dead! add am Mier moods, 1 11 38 78 9) Moving, mechanzal connxhon (nJ Wads) oltruss W L mg plate capable M of VnmslaWg 967 IN ogled at pact 12 BADW upliM1 at '�� </C E�: •' Q ' Fint7.1005 lb upon algid 8, i D25 to aging atjent91042 In uplift atpnd l D and 940 w uprd at plot II 1 AS•.,•ENS ,. \\ 11 FSS`�QNA` G\� 10)This Was has been designed for a total drag load of300 pn Wmpu DOL=(133o Plate gap DOL-j133) Connect loss to resist drag bads along Iwnore road had 06D to 103-B for 3000 ql COR F-12513 November 19,2024 eve D�LDDeDnne.naefer-adeeneneor Dse. .shcolme—a-.��TesD.res . an �ro Mill = ankrad-en dpnpaa 9ueance rega ti� u i w�i s tle�a aww -daC6aMesComnentseley64mngen l Mrei5lnoado.s— Qh Fly R1559d UNIT BO J.e9; 13 Bi Bidders Hrsrours.(Cart TX), CartoCbn, TX-ISOO6,lyy 8tiWs S�-162024 MiTeKlfdliinI , Ix Mon NOv 18115116 2024 Page ID:ryBj.woUk �amNr MyD4lkRICiPSB]OHg3NS9Pgnt 3uITXbGN Doi7J CH 2$ID 11-12 T814 10.38 2-&ID 2d2 211 18-10 025 Fl2 Bare=1'11 yea = .4 II ax4 = 2W II bA II 2 5 1 LJ ad = T a .10 = 8 hb = 1t12 a. 1112 LOADING (pst) SPACING- 2-DO C51. GEFL. in (bc) well Ud PLATES GRIP TCLL 100.0 Plate Grip DOL i c0 TC 0 % VoMLL) C 04 ] >999 360 MT20 244/190 TCDL 250 Lear DOL 1 W L, BC 029 VmMCT) oM ] >959 240 BCLL 00 Rep St O YES WB 0a Hmz(CT) 002 s Na ma BCDL 100 Core IRC2021rtPI2014 Mardi WiM(LL) 0.01 ] >999 240 Wm ht 56Ib FT=20% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2t,4SPNo1mWSPS5 TOPCHORD Structural wood sheathing directly applied. except end verlcals BOT CHORD 2x4 SP 1650F 15E m;S,4 SP No 1 m 2W SP SS BOT CHORD Rlgir ceiling directly applied. WEBS 2,4 Sp No REACTIONS. (see) 8=MeclNmal. 6,=Mccbanral Mai No. 8=6(LC 8) Max DPIIB 8= 34(LC 8), 69](LC 8) Max Gray 8=135D(LC 1).6=1350(LC 1) FORCES. phi -Mai Com,rvdo Teo -All brce5250 (IU)orkss except wlren sbmvn. TOPCHORD id=301X!i,2-3=1T34t262,3-0 1] 65,5fY295 BOTCHORD T�24ril13656-T=228/1300 WEBS 2�%41288, 2-7-341W 5 3-]--564112], 4-7- 53(X), 4b6- III I290 NOTES- 1)Wnr-ASCE]ttwi -i6,VuV115mpb(3-sr gS ust)VasdimCD ph.TL=6 Opsf, BCDL=6 � Opsf, hOft, B=5m, L= w,, eavc=4fl, Cal. IL Exp N Enclosed, MWFRS(dcMlooag and CC Comer(3)rone, caMAeverlml and dghlexpcam C-C for menders and daces& MWFRS firreaclbns sbawn, Lumber D01-1 W plate grp DOL=160 2) ProvMe adequate drainage to prevehi eater ponrmg. 3) The mass has been Seemed! for a 100 W Whom [troth live load announcement with any order low, baM_ 4)`This truss has been resigner for a See lead of 200psr on tihe human cOmd in all areas where a rectangle 3 Sir by 2-0 where WR M Covered the thermal chat and am oUrdr members_ 5) Rarer m guden(s) or Vuss to buss mnnecrens. 6)runin, nor amcal connemon(by others)bftruss to bearing plate capable of withstanding 34 m uplift mutant 8 and 370 uplift a[ pool T) Thin truss design requires Nat a minimum of 7116" structural doW sheathing be applied directly to the alp chord and 12" gypsum sheetrock be applied directly to Me Whim chood n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 law nleno.�metrnan4n��Tesga res n Lmm�.�exnereneaeeP.be.,.,,re.,�W,coomeuse ,wa �aro MiTek® hey m%vmn> usal, end .wend Fin ge—I Sue u meu rysH Monty cm amtiwnalwm'ePimtmwl and acsl Bernes comvonem safely Internal �,Ne rmmve S6uMnlauMng Oonpomnl pamu be -nisei. �Ovw+e' eomm�enaom) yIs]ss1nll.dck.c— R159;595 UNIT BXOTX), Builtllers Firsl3aace (Carta CartaOloq TX-13006�g Bti30a3�-162024 MiTeKRM4st ,lx Mon Nav 18115117 2024 Page IO WBJaoUvdk mmNr MyD4lkR1C2PSB]OHg3NS9Pgnl8w3oITXbC.K Doi7J CH 21 4';3 Re 810.3 10.11-13 13-SO 213 2-1-it 1111 11-11 11-11 113 5 .-l232 bfi 2x4 g Sxsc 3et 2[4 g Son-I� I� 1�2 I� Ihl 3 I� Inl ryI�—/� 4 I5ZI r� qAn S Inl 6 Ihl Ihl 12 13 10 14 15 g 16 17 11 .12- .12 - 8 S02 M18AIM 5x12 MmAH5 - b613 8t0.] 1339 ' 6613 b35 4413 ' RW[(XVL 19 f1FA1 M-iJI It11 M1Flt fld-iT LOADING (psi) SPACING- 2-0U C31. OEFL. In par VUeB Uld PLATES GRIP TCLL 1ana Plate Onp 00L 1 W TC 035 Ve1(LL) Tph 3ID >9Y3 360 MT20 24,V193 TCDL 250 Lum OOL 1 To BC 032 VSRCT) -00] 3t0 >999 240 Mi8AH5 186,1]9 BOLL 00 Rep Stru Ina NO WE 042 wegCT) 002 8 Na Na BCDL too Coulee IR=VTP12014 Maim -MS WIMBLL) 001 &10 >999 240 Weight 2721b FT=20so LUMBER- BRACING- TOPCHORD 2x6 SP 2400F20E m 2n6SP D3S crn63PM31 TOP CHORD 2L-0 Cc Wrlws(6DO max) 17, except ong! verticals_ BOTCHORD 2x6SP2400F20E or 2x6SPDSSra2 SPM31 B,TCHORD Rigid ceiling directly applied or 1 To 0 oc bracing WEBS 2x4 SP No 3'Esd pl' 2-10,4-10.4-%6&9: 2x4 SP 16WF 15E or 2x4 SP No 1 or2x4 SP SS REACTIONS. ease) 11=0.58, &D68 Max Uplift l l-15MLC 4), 8=21](LC 4) Max G2v 11=4333(LC 1). 8=6469(LC 1) FORCES. (Ib)-Max Collg.Mlax. Ten- All fi1ce5250 Me or F s except v.Ten shmen TOP CHORD 1-11-352/23,2�7835272, 3d=78352724�7890215 S6=-0890.275 T�35623 HOT CHORD 1011-170144999-10-3(28338,&9-TDY4536 WEBS 2-11-ti`W&211, 2-10=-13 4360.1lD-XCA8, 41 D-T,[7c8. 4-9=-5]5/35 5-9--382/89, &9=1344394, 6-8!KXVZt2 NOTES- 1) 3pty Wes to be connected to e0rer wed 1011(0131` T') nails as habeas: Top mortis conceded as Tollood: 2x4-1 use at ORT m. 2x6- 2 rows staggered at 0-9O oc Bottom ch ads connected as (allows 2x6-2 Cars slatgered at T7C oc Webs cone tell as tokows 2x4 -1 one al 0 9D oc. 2) A9 Wits are considered eglmlly spodid to all pit¢, except R acted as Mont (F) or back (B) face In No LOAD CASES) setbo PIN to ply an eame; Know been provided to distribute only loads noted a (F) or IS). unless W erense Indicated\\ 3) WW ASCE T-i6; W8=115mph (3-second gust) Vasil li pb, TCDL=6 0pg BCDL=6 0psf, ll-� 0ft,, BS5fl, L=25g; ea�4ft; Cat S� OF TF. IL Exp B;Endosed;MWFRS(dlremonag,mMlleverlRaMngMex d.Lumber OOL=lWplalegnp OOL=1W 4)Pron adequate drainage to prevent rater parng. p. j G,JS+ 9St �l 5) AS plates are W20 plate,unless N west, indicated/ �jyxJ��j ea •; 6) This Wssl been designed For a 100 psT boBom clroN live load notdoodarmat with any other lose bads_ + •d //� ea ])- This bass has been resigned! per a And'md of 20 her on the CcU,gb chord In a0 areas ounce, a rectangle 380 M1 by 2-DO wide/••^•••••• ...................... vnl M between me WWm choN am any other memcere_ /MARCOS A. HERNANDEZ 8) Pmvbe tll Mechanical Connecticut (by othced of buss M hearing plate capable of withstanding 1531h m uplift alpmt 11 a217It, wm ••••:...................... ••• atpnt8_ _ does act mct the som or Me on of Me along Me top motor mchowand I.� 113878 (I1P. </CENSE: tourn 10)H dence(s)sshha®be giants)9031 doxnn 45Ir a�i ge(s)o„Iotherconowdlon pmvmed slMlert sup,,al cmrclenWled up at 11 2-&12,9031bdown and 45 bupa14812,903 bdaxn aW451bupat 6h12, Ad Mdoxnand 45 In up a 184T12,9031bdmvn tS...............NG\� and 45 b up at IOUs$ 903 In down and 45 11,up M 12-012920 11,down and 27Ib up al 14 T12, 9230 down add 25 11,up at 164129K3 In down and 25 in up M 184T12923 Rd dew doadd 25 In up a120O-12,653 In darn add 18 b up at 22412 anal 653 b drawn and taro up M 2TT 12, and 65311, down aM 18 In up at 24-74 on lwMm cicN The de weletlon or such COR F-12513 connMbn deece(s) s be r¢pansbbay ar others. November 19,2024 dA,GSEHIMRSonuarn MiTe ( AN MReRodue e CA .1 l nN ecsem oMSaRhInfoam Jabvss �TvssTYpe Ory PIy b IYJ6, R85395595 UNIT-18 BXO1 Fla[CaJx 1 $ ob R24 MiTce/gg'onaR, Builders FimiSwace (Carta ,TX), Carto6bq TX- 5006, 8. 30mN 20D4lkR k tries, Mon 115117 Doi0 Page CW IO ryBJastIVMk �amNrM5My0aIkRIC2PSB]OHg3N59Pgn18w3uITXbOKWrCBoi]JIZIC"H LOAD 0 M(5) S n0ard 1)Oeatl+ Rm1 bee(OaNnccV) LumUel lmorea =100, Plate Incas lCO Undone LoaUs(pin Vert 1- 50, 8-11=20 rc CMnMa Loaas Vb) Vert: 8=1WUN 12=903(B)13=-903(B)10=-9W(B)15=903NU 16=903(B)17 9W U ee�ro-lea is na wan,se. MiTek® ie tr.� "I-Folll— SeKn=— ev om° nm-t-M �m��, ,��"� e Jabss Dry ply R1539596 ONIT-08 02 �TvssType ROOF 3PEChlt BIRDER 1 4 Job Reference/g^/ ) Builders Hmi3are.(CoalTX), Camabq TX- 5006, 6 8. Wa 262024 MiTeRM9listr'kS, lx Mon Nov 18115118 2024 Page'1 ID:ryBJastIVHk mmNr MyD4lkRIC?NB7OHg3N5gPgn18w3uITXbC.K Doi]JIZICH 2-5-8 N8 643 8-10.1d 11 a9 1121 t5-2-16 17-38 19612 21-18-0 2bH 2fiS9 21 2-2-0 2-1-11 2-1-11 2-1-11 2-1-ii 2-6ID 2-6ID 2-3d 2-3A 334 2812 s®ea=rasa 2. II act 11 Aid= .411 4x5= ad II .1➢= end=.10= yet II 5xfi= zx411 A,m= 3x411 a 5 � fi1, 1P1 Al �0�rz - M 2fi P 28 22 2g 21 20 31 19 s, 18 a t] 1fi 36 37 15 4x0c AO0= 8x12MUrels= sx0= M4 .10= 2x411 srs= ]xe .12= lTS 5CV14 it.. 11N 15-2-14 R-38 21-1. 2s" 47 S b1T 2-1-11 11-11 InT. IRI. bfiH 41. ' Oflse6(XY, (160.2-OO 1 [2301120.38I LOADING (psi) SPACING- 11 O C51. TCLL 1000 Ridge Grip DOL 1 ad, TC 061 TOOL 250 winter DOL 1 W BC OA5 BCLL 00' Rep StressIna NO WB 082 BCDL 100 CnOe IRC202111P12014 Madda Met LDMBER- TOPCHORD 2x6SP2400F20Eor2 SPOSSm2x6SPM31 BOTCHORD 2x6SP2400F20Eor2x6SPOSSor2x6SPM31 WEBS 2x4SPNo3'Fxcepr 1-24,1415 2x6 SP2W0F 2 0E or2x5 SP OSS o12x6 SP M 31 2-24,2-23,4-23.4-2111-1],11-16,1116,1115 2x4 SP 16MF 15E or REACIIORi (s¢e) 24=0.5$ iS,MSd GEFL. n (b[] —.ft VUefl I/O PIAIEB GRIP Va1(LL) TZ t9 360 MT20 244/193 VeA(CT) -065 t9 >486 240 MVLAHS 1861 Or Had(CT) 013 t5 Na Na Winall 007 19 >999 240 Welot 7651b Fr=20% BBACING- TOPCHORD 2TD CC Turns(6DO max) 1-14, except end vertkals BOTCHORO Rgld telling directly applied ce l TO oc b2dng MM OPIR 24=2ORLC 4A 15=-WdLC 5) Max Gray 24=11380(LC1),15=11T18(LCl) FORCES. did -MaK CMd,l. Ten .-All fortkbmvn es 250 Qb)orssdescdv.Tens- TOP CHORD 1-24-49320, 1-2=b]]/19, 2-3=22821/65], 3-0=2282155], 4 5=31EC01995 5f 4801[gl6]=a91=1099,]-9�91BW1099,%10=36]0T/104T. 1ITI-M7WM04],1112=23]9Y68912-13=23]93ra!?, 13-14-A M,1, 1415=525/22 BOTCHORD 2124-352/12000, 21-23 KrcD)159, 20-21=1W2/3]]301320-10]2T3]]30 1GAS, 1097e 81,1]-08=109]/3868116-17-8873064], 1S16=-371112527 WEBS 2-24=1503]/4432-23--4(9/14551, 3-23=962/384-23-TWU 24-21=-21811627, 621�961/133, 6-20=-26949 6-tY-]W1965 9-19=-145/692, 318=20/878, 9-P=2T22/10110.1]=-91 7V 111]=22]?984, 11-06=9029/261, 11i6-19M4844, 1315=-1522114k NOTES 1) 4-0ly Wssto be connected tcgetlrerwM long (0131'xY) nails as fail Tap elands connected x6 as falloyes 2-glows sta ggered a10.9-0o[. ,.M.,[bads c0nnor as!allows 2x6-3 mws staggered a[od0 oc. Webs cmmecad abbess 2ta -1 mw a "D or AtGcb TC w/ t2' dram. bolls (ASTM A30]) In the ceder of the menacerwhraslrers a14-0-0oc Atlacb BCw/12-ngem Wo (ASTMA307)in Necentaof SrememberwM sbmsa14-0-Doc 2)A8 Wits areconsidered el,ally appliedtoall picas, except edged as Rant(F)orbx pm Idce In the LOADCASE(S)section Ditto pry connections have been provided to distribute only marls noted as (F) a (B), unless otherwise Indicated 3) Wind ASCE 7-16, VuV115mpb (3,mcad goat) VasngSimph. TCOL=6 Opsf, BCD1=6 Opsf, n=30l B=55r, L47R dery —M. Cat IL Exp B, Fool MWFRS a (d tlmag, cantlleverleft and dgM exp0ung; Hander001 =160 plate grip OOL=160 4) Provide adequate drainage pnevent xamr ponnging 5) All plates am W20 plates unless oNawlse India d 6) This Wss Ims been ame ned for a 100 pst boflom clrod Ilve load noncon rand nl earth any o8wf Irve bads. ])' This Mass has been designed par a five bang of 20 Opst on the botmm broad! in all areas where a rectangle 3 00II by 2-08ede vM ht between Me ho8om amid add any ofloa Random 8) Provide mechanical connection (by oNers) of Mass to tool plate capable of vnthsiaMrng 331 Is upofl al pint 24 and 346Is uplift AW K nanc / ALessingovs-vmryave�narememnananrwapi[saxmshvooxcenanMrtdxndrdndxddp<ndMr-,.,tre..,waa�aaanndnsd. traog euoNaearmm weceM as �sy. en deanycn amnaena0 erneaesBeamycomponeasareryoaareareo �pMe rmmve sweM�eoeuneog componeno namuam puxwaeeammCnennom)sN ' StPSE OO,LF1T F 4s1 MARCOS A. HERNANDEZ ....;.....11 3..78....;.... COR F-12513 November 19,2024 MiTek' Jab ITn« �Tvss TYPe Dry PIy tl/m bill IYJ6, R85395596 UNIT-18 BX02 ROOF 3PECL GIRDER 1 4 ob Reference/yp nal\ BuiMers hoorgoaee(Carta ,TX), Cart001on, TX-5006, 8. 30s3ws 2024 MiTek M1��911I1 tries, Arc Mon Nov 181151182024 Paget ID dUatui axmNr yD4lkR1C?NB7OHg3N59Pgn18w3uITXbGK Dol7J CH NOTES 9) GapMral putlm representation does not depict the s¢e or the onentolon of the puffin aging the top and/or Cotlom Mouth 1O) HangeKs) or other connection dence(s) shall he pmNde l sufficient to suppzt cancenhelrM bad(s)1100lb dawn and 291h up at 1]A, and 11 D3 W dwm and 29IO up al P-38 on tap MOM, add 1340 DOdaxn and 4] IO up at 2-0-12, 1340 th doxn and 4] W up at 4 12, 1340 M down and 4] IO up at " 12, 1340IO dwm and 4] IO up at 8U12,1MG @ down and 47 DO up at 1O8l2, 1340 ® down and 47 IO up at 12J 12, 134010 down and 47 DOup a 14-0-12, 13C M down and 47 DO up at 16-0-12, 1340 DO down and 47 IO up at 18612, 1Up N down and 47 th up at 200-12. 1340 M dwm and 47 th up at 2 ,O 12. and 1340 th dueen and 47 M up a[ 24-0.1$ and 134010 d.and 47 W up at 2¢74Cn Ooeoa Chord Tina deslgorsek[lun of such connection device(s) Is Me responsdAity of MOeo, LOVJC 1SE)8) Standard! 1) Dead+ Ruch Lrve palance0) LumMr IMrease=i 00, Plate Inc easel GO UnBorm Loads Unit) Vert. 1-04= 25, 15-24=10 coimemmated Loads ph) Vert 3=-1 TOO 10=110016=134o(B) 26= 340(B) 2] 1340(B)28=1340(B)29=1340(0)30=1340(B)31=-1340(Bi 32 TMD(0)33 134DUN 34=-1 WOU 35=-1340po 3 1340UU 37=1340(B) �nro" can a eaete wen,se. MiTek® =. no behe g evom° ,r.�h� enm-) .1a7551=111MorK.s— Jab vss �TvssTyou Dry ply 6 R1139591 UNIT-08 BX03 ROOF SPEChIt GIRDER 1 4 Job Reference gg^^// )) Builders Fimi3aace(Carta ,TX), Carrell TX- 5006, 8. WaS 262024 MiTek�M9listrk4,lx Mon Nov 18115119 2024 Page'1 ED:ryBJaaUVHk axmNr MyD4lkR1C2PSB7OHg3NSgPgn18w3uITXbC.K Doi]JI C'H z-s-a i]8 6S3 8-10-14 11 as 1121 1s-2-la 17-16 19612 21-1-a 2414 2659 21 z-zS 21-11 2-1-11 z1-n z-1-ti z-am z-lam z-3a za1 331 2812 s®w=rasa 2xa II 3x4 Alp = .4 II 4x5 = a4 ya o 2xa Rel = sell = sxb = zx4 II ea10 = 3x4 II RT 3 RT a RT s R 1 10 iR 11 R 12 t3RT I1� � I I < I 22 2. 25 21 26 20 Z] t9 2a 29 18 Re 31 11 32 33 1u 34 35 15 4xa lab= 412MURTIS= bra .10= 69= TO0= .12= CTS 5CF14 1121416 �RT 17-38 21 1. 2660 4-1. aEa 11. ' L-DING (psi) SPFCIRG- i-0O C51. GEFL. In (bc) Vdefl I/O PLATES GRIP TCLL 1000 FIRM Go, D.L 1 W TO OG4 Ved(LL) -048 18 >652 360 MT20 24N193 TCOL 250 To OOL 1 W BC 098 Ved(CT) -0 c5 t8 >4&5 240 UC .. 1877 BCLL 00' Rep Stru InG NO WE 082 HaT(CT) 013 t5 Na Na BCOL 100 Code IRC2021RP12014 Matrix -MS WIM(LL) 007 18 >999 240 Weight ]50 to FT=20% LUMBER- BRACING - TOP CHORD 2x6SP2400F20Eor2x6SPOSSm2x6SPM31 TOP CHORD 2L0CC Wdlns(6JHI Max 1-14, except end veKals BOTCHORD 2x6 SP 240oF 2 OF or 2x6 SP OSS m 2x6 SP M 31 BOTCHORD Rgld telling directly applied or 1 DO0 oc b2dng WEBS fo4 SP 1650F 15E or 2M SP No 1 M 2x4 SP SS'Excepl' 112.1115. 2x6 SP 2400F 2 BE or 2x5 SP OSS or 2x6 SP M 31 3-215-19.]-18,E18,81],4II,12-16 2M SP No_3 REACDONS. bove) 2Y ,15153 Max UPIR 22= NLC 4),15=-346(LC 5) Max G. 22=1138MLC 1), 15=11TFMITC 1) FORCES. 90-Max CompdM`7 Ten -All Torres 250 (b)or less except when shoed TOP CHORD 1-22-9MM20,1-2---683/19. 2-3=22]94rFi56, 31=2279M556, 4-5=348]8199], 5f 48]&59T, 6 ]7 3944]/1105. ]E-3944T/1105 &9-36]8d1049, 9-11-36780/1049, 111Y 23]]V68812-13=-23TFV688, 1314-847124,1415=52522 BOTCHORD 21-22=352MI988, 19-21=844/2920% 8-19-0fi7e748.5,17-18-1092Y38475, 1&17-888,301. 1516�70112516 WEBS 2-22=15019443, 2-21=-009/14531, 3-21=962MG4, 42i-86T4254, 4-19=218RFb4 61 _S52N124 618=-95/2652 CTS- T 5/13399-1T=233]/92, 9-P=94SM1 , 11-1 = 2&802911-16=91101263, 13A6-4191; 2B, 1315-152011451 NOTES- A . 1) TM, Mass m to b , conxted wM trgether10,1 (0 TUNY) nails as tribes_ J Top roadsconneclM as Add. _2x6-2. staggerM al 0.9-B Cc. \\\ Bottom chords connected as Allows-2x6- 3 Fees staggered at ObO oc. _�� Q�. \\ TF.r t1 webs connected as meow:: 2x4-1 aw at ORC oC. Aft. TCellcedlam.bolls(ASTMA3o])mtberemerm8rememcerwMasbers al4LW« ptE• i yS:•'• q41 11 •Mj�j AMgM BC vd 12' dam. hafts (AS M A30]) in Ne centerotthe memberwAvasbers a1460 oc / ee • 2)AIMadsareconslderedequallyappfi Wallpll ,exceptff to asftmt(F)orbwk(B)Ma intWLOADCASE(S)secm Ptyto //\tI. R ply mlmecAons Mve been Movie re to distribute only loads noted as (F) or (B). unless MMlwse, ndlcated "........................... 3)Wiind ASCE 7-16,VMDI Varph(3-second gust)NARRSimph,TCOL=6 BpsE BCDL=6 opsf, POOR, BsSa, L=2Tq eave=eq Cal ;MARCOS A. HERNANDEZ It, Exp N Endosed MWFRSgo retlaonag, canleverleft add dgMexpsedm ; Laber 001=1 W plate gnp O01=16o ••••;••••••......••••••••••p•••• 4) Pervade adequate Manage to prevent rater gonang. eres am T20 plates unlessa / QQi 113878 yjp' 111 </CENSE��L: 6) Thr, Russ has head dedgned tar 10 a bothnom here mad INe Pads. O,r; : 2a4iri PC nonrnncurrent with any Force I1�SS%O...... G\� T)' This trace, has been resV bar r a gas bad or20 opst on FIRE Wm U Bowin d ad Metals ele3re, a rectangleDMn by 2-DO eade wall fit betweenMi Me mm could add am other members. B) Pavme mechanical conneuted (by WwOs) of truss W bearing plate capable of woodcutting 331 m upMl alpml22 add 3461h upfn at 15 aapht,5 COR F-12513 9) Graphical palan represeMatbn does Trot deparl8re we or Me onenglion of Me paean abng Me top and(or Wtlom choN. November 19,2024 nhn�ian rtn Part=+ Aeskoulfu venry �91oaameumal4nEaDNotESONTIll��ruaEDMoreREFERENCERARE .,.,,ml.,R�3aETaREusE. �aro MiTek® �a� icy traog 9ueance rega title �� u ash defw sway. Oiu ouaiy'en am tiwnahaaaegaaaad an4aCSanlMlna Comp,-nt SaRIalfonmfion m�mhtle fiomM S6nM�e auMng component pamu a�Ore+.' eomm�enaomt RueolntlMou.seen Jab ITn « �ROU TYPE Dry PIy N/m b IYJ6, R85395597 ONIT-t8 OX03 R0OF 3PEChll GIRDER 1 4 ob R4 MiT`k/gg'onal\, Builders Fimi3aace (Carta ,TX), Carto0loq TX-5806, 8. 30mN yD4lk Tek oes, Mon Novt8fli Doi0PCW IO:ryBJastIVHk uxaiNd45My041kRIC2PSB]OHg3N59Pgn18w3uITXbBKWrCOoi]JIZIC'H MO ES 18)17Haul onm boareonnee340Oevlce(s)shall be pup at suffered to greandd 47 In up atdeal1HBB0 Gowen a291bupat 4-7and 11 UD31b Gownand dd291buPat P-38o340 Mean an t3401b,a1and 4]Ib op M 281 ad 481b love an04]obyatMeannd 4711 Gown an04]o up at 6O-t$ and Omm add 0]IboPof BDt2 1340 o Down and 07 lb , IM aDD-i2, add o lb W add lb up at 12812, brof o Down and 4] o , at 1340lb oean n Down anp 47 lb oP rat b6-0-a2, 1340 d endedbond40]oop al 7-1onuthan clown add 4]ioPat 2Beo2,ash coObwn an]0]o W atis nespnan0a348oticwn and 0]oup at 20-6t2 and i3480 tlrnm add 4] lb up at 24]-0m bollom eboN. The 0¢slgNselxtun of such amn¢Non Oevcq's) is Me respbnstllly of o8lers. LOFOGISE(s) Standard 1)Bead+ proof Uve(ba6rrczd) Wmcer Increase=i 00, Plate Menthol BO UnRmm Leads rom Ved 1-14=1 25. 1&2-10 Concentrated! e Las go) Vert 3=1100 9=1100 16=134000 24 1340(B) 25=-1340(B) 26-1UDUN 2]=-1340(B7 28=1340(8729=1340(B) 30=-134000 31=a34OUP 32--1a40(B) 33=-f340(B)34=1340(B) 35=t340(B) ¢ loadro ea is a.e e,—. MiTek® tr.� eemom°P�e.-) P_m��ban" nodae� .1a]5511111 al— Jabvss Type Dry ply R85395598 UNIT-t8 BX04 �Tvss ROOF SPECWt GIRDER 1 9 Builders Beggaaee(Cona ,TX), Corrosion., TX- 5806, J 6 8. 30e5 Job Reference/g^/ ) 262824 MiTeRIT1191istr'kS,lx Mon Nov 181151192024 Pagel IO:7BJastNHk mmNr yD4lkR1C2Pe8]OHg3NS9Pgn18w3oITXbGK Doi7J CH 233 6]-1 68d lot 0.11 11-0.] r t3-2-d 1Sit1]-]-0 r 1a. , 21-1112 2b2-2 i 21r. 233 2-1-t3 2-1-1-13 2-1-13 2-t-t3 2-1-13 2-2E 21. 2-26 2. 2-2L 2-114 5®LL=1G3 3x4 — zx4 4xs = 2R4 II ya _ .4y _ 2. 3x4 _ .4 II da = 2x4 se. _ z.4 II RI2 RI 3. RI 4 Ri 5 14i s red ]RI R$ MR. tt R, 12 R 13, 441 j2 21 26 1s 1. 17 1. 46- ass MS= SxB� .12- .10- b]-1 a-m11 13-2d 11-]R z1-11-fa 26. b]-1 . a3s 4112 "12 .4 ' Plate Offsets (X Y 1 16 0.1 A 02�I LOADING (psi) SPACING- i-30 C51. OEFL. In (bc] VUCd t/0 PLATES GRIP TCLL 1000 Pate Grip 00L 1 W TC .28 VCM L) -014 t8-19 >9YJ 360 MT20 24N19J TCOL 2s0 camber PHL 1 W BC 058 VED(CT) -041 n718 >765 24. BCLL 00' Rep Stru Ina NO WE 073 Hm(CT) 009 t5 Na Ma 02h: MI BCOL 100 Com IRC21RP12014 MmS WIM(LL) 002 18 >999 240 Weigh 560lb FT=20as LUMBER- BRACING- TOPCHORD 2x6 SP 240OF 2 BE m2n6 SP OSS m2x6 SP M 31 TOP CHORD 2L-0 co Wrins(6D0 max) 1-14, except end veNcnK_ BOTCHORD 2x6 SP 24WF 20E or 2x6 SP OSS or 2x6 SP M 31 BOTCHORD Rapid ceiling directly applied or l To oc b2dng WEBS 2x4SP No 3'Fxcr r 2-21,4-21419,6-19,&1],11-1],1146,1116; 2.4 SP 165OF 15E or 2x4 SP No_i or 2x4 SP SS ]-182 SP 240OF 2 BE or SP DSS or SPM 31 REACTIONS. (sire) 22=053, 15 5A Re. Code 22=4319(LC 17),15=7008(LC 1) FORCES. (Ion) -Max. ComWhlax Ten -All rorre52so pb7orkss except wren snmvrt TOP CHORD 28557/J.'f8, 3d�55]YJ38, 45=14639541, 5fr14639/541.6-]=1856I/6t0, 1213- 56]/61O 4 141651954], 411=18519/54], 11-12=-t25961344, 1122-20N9 9641921i=]93126 BOT CHORD 21-22=203/459619-216-2079423,1&t9=b02/i6]]9, P48�i06(193]3, 1&1-59090 rt 2 t-1bg/ Rv%35 WEBS ,12 290" 619-1 VKV/5359&21�2]M54-21�3(E &18-172WS213863, &19=2]8/44, 69A2-193/82 F18= 99on9, ]-18=-]]4/46, &t8=1216=-1, &P=t143R9, 4P=-12324MV257 ]=992935, fl-06�5140/P3, 12-16=-12]8/46, S / ili6=t83/6926, 111`.r=94&i126] NOTES- 1)3ply was tobecomer together RuffinTom (0131° S-)mals as lolkrvrs; Top m ads Connected as follows; 2x4-1 mw at Taro oc, 2,M-2 rw5 sag¢red at 0-9a ma Bottom 'amconnected as falowz 2x6- 2 of shgerM at&9D« .• p Weiss Connected aromvi 2x4-1 thei a 09L or, 2x6- 2 was staggerM i&9-0 oc.4f �( 2)MY dsamwnsuleredegl it appidWallpll ., pt Rmledas OoM(F)orback(B)Md inttle LOADCASE(S)Sell Pfyto el x �j1MJ�j x ply colmeclos, base been pmmicalto dSNbrde only loads noted as or(B), unless ottlelwvse indicated , //� ;R 3)WUM ASCE]-i6;Vu11=115mW(&seCCndgusl)VasdSlmpN,TCOL=60psf,BCOL=GN,,sf, h,30R, B=55$L=27R, eaW-40; CaL /••••s•••••...................... R Exp B Enclosed MWFRS waral I)armC Comer(3)me, WMlleverion and dghtexWsed C-0 for mergers and files& / MARCOS A. HERNANDEZ /•••• MWFRSir macllons Swam; Lumber DOL=165 plate gap OOL=160 ...................... ••• ,I 113878 * 4) Provmanage connote to proved ¢eler ponfig. Me hisWssreasdesigned efor bottom late load l ose mads warebas qq� y�%-/CENS1E nallnt 6)TTn for 20owhere 3bo a® by 2Do Ne goad p ME bIXlom 2aQ'ri chowal aer a of On rectangle vide It can ra between Me Mao. cMw add any Mira members l SS/ONAIE-C'', ]) Load case(s)1, 2, 3, 8, 9.10, 11,12, 13.14,15. 16, P,18,19. 201es/bave been moNfiM. Building designer must revrcw Macs to \\\\":� val (oat My are mum Wthe Mtendea use of this noes 8) Graphical Purim representation does act depict he me, orMe orientation or Me Purim aMng the top andmr Mao. chow COR F-12513 LOAD CASE(S) Standard Except November 19,2024 onmi=n.n .an=+ AeamMING aEAD NORESCINTIll INCURRED MIRFE REFERENCE Force Maroc ml. FvgR3CmmE use. ® �.ho-ades-lrntaioveeeseooa no MiTek g newdeath N M n9rvAnraPxMu9 aneacs amaoamsaRbIna,amn n Jabvss Dry ply R85395598 UNIT-18 BX04 �TvssTYPe ROOF SPECVL GIRDER 1 $ IYJ6, ob Reference/gg'onal\, Builders Flm,-.(Carta ,TX), CartoObn, TX-5006, b 8. 30s5W 2024 MiTek �911 tries,�A�c Mon Nov 181151192024 Paget IO sy JaWahl, mmNr MyD4lkRC?NB7OHg3NS9Pgn18w3uITXbGK Dol7J CH Loan CN M(s) Standard Except 1) Dead +R-f Fee (Mlancec) Lumber Imam e=100, PMIe lncol00 Uniform Loads (ptf) Vert 1-]=156, ]-14-{ ,15-22=-13 2) Dead+O 75 Roof INe (balanced)+0 ]S Attic Floor Lumber Increase=100, Plate Inoevu=10f1 Uniform Loads (put Vert 1-7=125, 714 -605, 18-22=-102, 1&18=13 3) Dmmd+Unlnbadlabk Atdc WNout Storage Lumber IncLea:e=125, Pate Increase=125 Undmm F. (p0t Ved 1-" 714=511, 1622=25 8) Dead +06 MWFRS Wood (Pas_ Internal) Let Lumber Increase=160, Plate hrcrease=160 Unarm Loa15 (put Vert 1-0 12, 73=468, 8-14=476, 1S22=43 9) Dead +06 MWFRS Wind (Pas_ Internal) RightWinder Increase=160, Plate Inrrzase=160 Undbml ILL, UPlg Vert. 1-23<, 7-23=12 7-14-458, iS22� 10) Read +06 MWFRS Wool(Neg. Internal) Let Lumber lncmasc=160, Plate Inre case=160 Untmm Lads (p0) Vert 1-0=-3$ ] 1"1215-2T 13 11) Read +06 MWFRS Wind(Neg. Internal) RgdL WmM ftar. a=160, Plate Imam.t160 UnRmm Loads bad Vert 7- 32, 7-14-518, 1S2 13 42)Dad+06MWFRSWlnd(P Imemm)1st Paalle[Lumb TIncrease=160,Plate Increase=1W Unman Loads M Vence-0=], ]-14-4]3. 1522-8 13) Read MWFRS WIM (Pis Ia emag 2M Pamllei Lumber la tease=160. Plate Incase=160 UNlorm Leads (PIN VerL 1-0 2, ]-14-4]8, iS22=8 14) Read MWFRS Wool (Neg_ Internal) lst Parallel Lumber Inaeas,i EO, Plate Incase-160 UnoTmm Lads (pit) Vert 1-0 K 71"18, 1S2 13 15) Read 4 06 MWFRS Wind (Neg_ Internal) 2nd Parallel Lumber Increase=160, Plate I crease=160 Unarm Loads (put VeR 1-]=-32.714-5121&22=-13 16)Dad.- LumberImoea5,090. Plate mute -090 PR metal190 ,W. Lca05 (Put Ved. 1- 31,]-14--51F1&22=]2,1S18=-13 1])Dead +O]5RCot Lry (Ml)+0]SAnk Floor+O]5(06MWFRSWiM(Neg_Intl Led): Lwnber Iperem,160,PHte Increase=160 .Moan Loads UoU Ven 1-0 125,]-1"0518-22=10215-18=-i3 11) Dad+O ]5 RmtLrve (bet.)+O ]SAdc Lear +O ]5(06 MWFRS WM (Neg. Intl RgM) Lumber Increase=l6o, Plate lacnease=lSO Unarm Lads (p0) Vert 1-0 125.7-14 5.`&2 102. 15-18=-13 19) Read +0]5 Rcaf Love (Cat ) + 0 75 Aft Fluor +0 ]5(06 MWFRS WiM (Neg_ Ind 1A Paadeg: Lumber Increase=l W, Plate Incmase=160 Unrtmm Loads (pm Ven. 1-7=125, ]-14---60582 11021S18=13 Read 20) +0 75 Neutron, (bar)+0 ]SAtdc Fluor +0 ]5(06 MWFRS WOM (Na,_ Intl 2M Parallel)[ Lumber Increasr,i W. Phte Imfase=160 Umtorm Loads uff) Ven: L-0 125, z14--605,18-2 1021518=-13 ro ea a ne waon MiTek® tr.�m� t ,r.. " le-pp-elb .1a7� 11111MneKn=� man Ty CRY P" R15395 NIT DBuiltllers U..... (Cart BX05m) CartoCbq TX -FLAT GIRDER Bti30s Soup I62O24 MU`VdlistrieS, Ix Mon Nw 181151202024 Page 1599 5006, ID:ry UtiatlVMk mmNr MyD4lkRC?NB7OHg3NS9Pgnt8w3uITXbGK DoiTJIZICH 233 61-1 6a-14 a-10-11 11-w 11zd isbio 1]-]-0 199E 21-111 262-2 268-0 233 2-1-13 2-1-13 2-1-13 2 L13 2-1-0 212E 212E 212E 2-2-6 21. 2514 9®Ia=rasa 3x4. .12= a4 II axs= z.4 ,or 2x4 25 21 26 20 Zr 1a ffi 68- .12M1dam, 612= 47-1 &10.11 13N b2-1 b}9 639 4. - y,�5 = zxa II dxs = 29 1. 17 Om 4,12= 1 - 0 2111-R .12 .12 LOADING (psg SPACING- t-DO C51. OEFL. In (tic] Vtlefl t/0 PLATES GRIP TCLL 1000 P6te Gnp DOL 1W TO 043 Ved(LL) -036 t8-19 >Bq 360 MT20 24N193 TCOL 250 Lumber OOL 1 W BC 086 Vert(CT) -053 i8-09 >594 24. Mi8AN5 186DO? BOLL 00' Rep Stru Ina NO WB 0A Hm(CT) 010 15 Na No BOLL 100 Code IRC2021RP12014 Maim -MS WIM(LL) 00418-19 >999 240 Weldor 5651b FT-2 LDMBER- BRACING - TOP CHORD 2x6 SP 2400F 2 0E mr SP OSS mn6 SP M 31 TOP CHORD 2TD CC Arms (6 )b max ) 1-14, except end vertkaK_ BOTCHORD 2x6SP2400F20EmMSPOSSm2x6SPM31 BOTCHORD Rgld ceiling directly applied or l TO -0 oc IXacing WEBS 2x4 SP 1650F 15E or 2W SP No 1 or 2x4 SP SS'Excepr 412.1115718. 26 SP 2400F 2 OF or2x5 SP OSS or 2x6 SP M 31 2-22,1215-19,6118,E-18,9-1T,12-16 2x4 SP No REACTIONS. (size) 2Y-0.58, 15153 Max G2v 22=]9ZI(LC 1). 15-0652(LC 1) FORCES. mr) - Max Coe, about Ten- All firees 250 ge orF s except xTen shman TOP CHORD 1-22-455A,1-Y-sMVT 2�-153091034=-153091T4-235181056=-2361WO, 67 24999/0741-2499910,8-9=1T97110,9-11=1]9]110,11-12 7!10b, 12-13-AK W01415=-290N HOT CHORD 21-22=011050, 19-21-01975d 1819-0/24645, i]-181 1P 6,16-17114 2 , i"6-05123 WEBS 222=10(6(1N,2-21=009821.4-21-600910.419=0[523$6-19=138911,6-18-0035, 518-0/4311, CA7-vM510, fl-P=WG5289, 11-iOUV0, 12-16=27D18, 13,16=061T1, 13-15-6506C NOTES, 1) 3-pty Loss to be connected together won 10d IN 131'F3") nails as mlmws_ Top tlrorM connected as mlloas 2x6-2 rows staggered at Do 0 oc probe cords connected as follows 2x6-3 taws Mm3gered at0-0-0oc Webs connected as m6ows 2x4-1 may a1GAD aq 2v6-2 tawred 0.9-0 s staggea or, 2)ASWds=wnsldered equally app&V mall except IT acted as from (F)mLack (B) face In the LOAD CASE(S) sMua Ply to pubs, connagens Ra4e been to distribute only loads noted as or(B), unless Hoene mdlceled ply pmNded 3) Wmd. ASCE 7-16. %RV1I mph (35ewnd gust) Vasd=Jlmm. TCOL=6 0psf, BCO1=6 Opsr, R-00R; B=55$ L=2TR, eave--0ft, Cat ILFat BEndosed;MWFRS(deetlm¢I), caddeverleft arm dghtexposed; Lumber DOL=lWplategrtp OOL=160 fir; //V ;a 4) Pmvlde adequate d2lrege To prevent gate, Lond n, ................................ 5) AS goes are MT20 platbs unless omeewDemd.aced_ fMARCOS A. HERNANDEZ 6) The buss has been dagned fm a 1O0 psf boom agate live load nommmcmreN with any offer Irve kwds. f----1...................•••;•••• T)- This tmss has 0.cn Oeslgred tar a We bad of 20 Opsf on toe Wimm choN In aN areas emae, a rectangle 3bOfa8 by 2-DO vnde vn6 fit between Me InBom chord add a, Mha members_ / 11387E *p' 1 % •yj i ( OA :�/CENSER+'•�f B c ood rtlnre Nation does acts the we or me orientation of Me tan teem motor bob0m chord. mph press depict pmib along p an Na 11`SS`idiZeG a 32 In add It up 9) HT12.11m otheranimateddevbels)shall be1?In doe Inderal(head m support c12, ar 8041 4111,down 113ted add an 2�1$t132 mdogn add 4t lb up at401$113216 Mwn and 4l to up at 6-0.t$113210 dnvn and 4lmup al bO12,1132 m add 41 t ��\""�� cram and 41 Ib up al 10-0.i$ and i13216 dwm aM T Ib up at 12-0-0$ and 2250 m down at lbl-0m bottom chord_ The dbsgn/erebonorsurnrdnr midevir(s)smerespnnslblrtyofoMas COR F-12513 LOAD CASE(S) Standard November 19,2024 bngeNm,o 2 , fi,mmydhMTe trrta-4aU,ae na,,.sM,aup,rsaMnaxnaeaee,fer-.maimun1R�p,onnense 0 •v �m MiTek® rog cmabm W�mm In ny traog 9ueancerega title �� aaay. desu .�M ounirycn amtiwnalmn.mtrnwgl ww msH andacsl BeRaIco p—raseamimorma6m m�m¢tle fiomae S6oM�elauMog component paauu �Ovw+.' eomm�enaom) mr7sillal.rklls— Jabvss �TvssTYpe Dry ply b IYJ6, R85395599 UNIT-18 BX05 FIAT GIRDER 1 $ ob R24 MiT ce/gg'onaR, Builders FimiSwace (Carta ,TX), CartoObq TX - 5006, 8. 30mN 20D4lkR k tries, Mon Nov1811i Doi0 Page CW ID:ryBJastIVMk �amNrM8My0aIkRIC2PSB]SHg3N59PgnI8w3uITXbGKWrCOoi]JIZIC"H LOAD 0113E(5) Glen0aiU 1) Dea . Rm1 bee (OaNnccV) LumUel ln[o a,l 00, Plate Inrseau l CU Unon m LnaUs(Rln Vert 1-00=125.15-2 -10 ¢ CMnMa LoWs po) Vert: 18= 2W(F)2d ll32(F)2�1132(F)26 1132(F)2 1182(F)28=1132(F)2�1132(F) ee�ro-lea is na wan,se. MiTek® ie tr.� "I-Folll— SeKn=— ev om° nm-)-M �m��9i ,��"� e Typ CRY P" S O XOT d '600 �62024 , Carnilon, TX B3� MiTKstre,lx Mon Na1811i1212➢24 PaBuildwors(Crt e IDWBJw;IJddk mmNr MyD4lkRIC2PSB]OHg3NS9Pgn18w3uITXbGK Doi7J CH 21 4';3 fir-8 wora 10.11-13 13-5-0 213 2-1-it 11-11 11-11 11-11 153 ®@=1232 z.4 II 2. II 24 I z�.4 5x8 = 3x4 Sua =15ZI 15;71 2 5;�j315;�j 4 ry—I lII r71 6 15 12 13 10 14 15 0 16 17 11 .1.c 7x10- 8 SOM184N5- 5x12 MmAH5- b613 8t0.] 133 6613 b35 4413 RW[(XVL 19 M1Jd M-iJ1111114bdfld-ill LOABING (psi) SPACING- 2-DO C31. GEFL. In god VUeB Ud PLATES GRIP TCLL 1ada Plate on, BOL 1Do TC 064 VCdTF) T It 3ID >9Y3 360 MT20 24,V193 TOOL 250 LumMr OOL 1 do BC 0W VSRCT) -013 3t0 >Rte 24. Mi8AH5 18MM BOLL 00' Rep SV¢s Ina NO WE 075 Hm(CT) 003 8 Na Ina BOLL 100 both,IRC2021RPI2014 Maim -MS WIM(LL) 001 &10 >999 240 Weight 185 11, Flb- 0 LUMBER- BRACING- TOPCHORD 2x6SP24001`20E or2n65P O3S m2x65PM31 TOP CHORD 2L-0CC Wrtins (511-9 max.) t-0, except end vertkaK_ BOTCHORD 2x6SP2400F20E or 2x6SPOSSor2x6SPM 31 BOTCHORB Raid telling directly applied os l To oc IXadng WEBS 2x4 SP No3 'Esrdepr 2-10,4-10.4-%6&9: 2x4 SP 16WF 15E or 2x4 SP No 1 w2x4 SP SS REACTIONS. (sae) 11=0.58, &D68 Max Up118 l l-162(LC 4), 8=-17MFC 4) Max G. 11=49W(LC 1).8=5319(LC 1) FORCES. M,)-Max Cmlg.flSvo Ten - All filces 250 IS) orless except when shown TOP CHORD 1-11�6823, 2�9051AMO, 3 9051O904�-9119293, S6=-9119293 7�72 3 BOT CHORD 1011=18951459-10-3209580,&9=18W5191 WEBS 2-11---6291R23,2-10=-1M6105,&1 D-38199410-,vKcT%19=E M!3, 5-9-�811101, 6-S-145/5135, 6-8=-631 W24 NOTES- 1) 2p1, Wss to Be connected together wed 104 (0131 SY) nails as random Top chords co rectal as follows ad-1 roc at ORC oc, 2x5- 2 rows staggered at 0-9O oc Bottom ch olds,connected asfollows :2x6- 2 rw.vs Staggered at 07C Rd Wefts tonne ter as follows 2x4 -1 row at 9,0 oc. 2) Al lads are considered equally applied to all p0¢, except R acted as Mont (F) or book (B) face In tho LOAD CASE(S) seCMo Ply to pry an"whols nave been provided to distribute only loads noted as (F) or (B), unless muelxse ndicated 3) Wind ASCE 7-06 W8=115mph (3-second gust) VasdSimpu. TCDL=6 ops[ BCDL=6 Opsf, tt-�YOM1; BS5$ 1=25ft, FAA Ift. Cat IL Ego B{ Focused. MWFRS Shnech.dde, moddeverleft and right exposed; and er W1=160 plate grtp OOL=160 4) Provide adequate dairage to prevent water hat ng. 5) Al plates are W20 plates unless otherwise indicated 6) TRUE tmss lac been designed M a 100 psf Whom cMrd live load nonconcurtent with any other Irve bads_ 7) -Tills Wss has been desgnM fora Ins, lead of 20 Op lfn the lto0om cttad in a0 areas wed e a rectangle 3b0 MR by 2-DO wide will fit between the InWm cMN add on, Other, members_ S) Pmvlce mechanical connection (by aided) of truss W bearing plate capable of wthstaMing 162lb uplift alpmt 51 and 175In uplift At pled 8_ 9) Graphics! purls represeadOdoesn Os trot depict the sae or Me orientation of Me pall along Me top and/or Whom cboN _ 10) Hanga(s) or other cann mbon deNce(s) shall be provided sNbcie d to suppwh mncenbaled starts)1122 M dawn add 49In up at 2-&12,1122In down and 49In up M TO 12, t 1U to down add 49In up at 60.12. 1122 M down and 49 N up at TO 12, and 1122 M down and 49 M up at 100-12, add 112211, dawn and o lln up AT 12012 bo bo8wn chord Tire deslgNselecdon of sOdl mnnMlon devlce(s) s Ne nsponsnlNly of Mhers. LOADCASE(S) Standard � ngnnaN nn nanp2 pwA- V"own,elomemreanitRewoaore ONTUBAnoIacwceoMnexRaeneacerneew-rns—rdtoemseeroneuse. �aro ny atrdes Naeermm wweM as m%v. an ouanydn mm�aM a,daeslumR,Sda ,-nUSURUInrmmSrS, �pue rmmve swea�eleumog component Aamuewm puxwaeommCnennom)sMam YR !1 VV MARCOS A. HERNANDEZ ....:...................... :.... 113878 COR F-12513 November 19,2024 MiTek® Jab ITn « �Tvss Type ONIT-18 N/III BmXO6 Fla[CaJx aullaers Umis—(Came ,TX), Cauo on, TX - soofi, LOAD CU%M(5) SandarU 1) Dead. Rm1 Llve(MNnucV) Lumael ln[rea l 90, Plale InaasE,l CU Undom Loads(pin Vert= 1-7* 8-11=-28 Con[enVeled Loads poj Vert 12 1122NU 13=1MQN 14=1122(B) 1�IM(B) 16 1122(B) 17=1MQU P R85395600 1 ob Reference 'o 8. 3mmN yD4lk Tek 7GHq Mon Nov1811i Doi0 P CW IO ryBJastIVMk uxmNdi15My001kRIC2PSB]OHg3N59Pgn18w3uITXbOKWrCOoi]JIZIC"H MiTek® Jab Tn .� Type Dry ply R1539Ill UNIT-18 BXO] �Tvss ROOF SPECWt GIRDER 1 9 J Builders Firsl3axce(Carta N/m ,TX), Cano6bn, TX- 5006, Job Reference/g^/ ) 6 8.30a 262024 MiTeRM9listr'kS, lx Mon Nov 181151212024 Page'1 ID BJaatldNk cnerf! MyD4lkR1C2PSB]OHg3NSgPgn18w3NTXbC.K Doi]JIZICH 2$10 b9-It TIL15 9b2 11-N 13-10.] 1G19 161R 20.}2 2239 20 0 2-31 211 2-3-2 2-}2 2-}2 2-}2 2-}2 t-ta-fi 2-1-14 ® =13.a .10 = a4B 2x4 II 2x44 II rasa II ere= a4 II 3xt4L= w�52= sza= AS 3.e= IST 2 S, 3 � 4 5T IXI FLi IRI ] �1 8 1M ICn IXI 45= 22 4A 3 42 23 tg 241. 25 17 2d 27 Sx8— 5xl2M18AHS= .1.= bb}16] 61 4T, rs3n n-l-iT 1. 28 24 51 14 13 .12 .2 = 3x4 = 2x4 aS5 I-]-1a 2-1-14 LOFGING (psi) SPACING- 2-0U C51. GEFL. In "' lMefl t/0 PLAIES GRIP TCLL tale Plate Grip OOL 1W TO 044 Vat(LL) -02o flap >9YJ -a MT20 244/193 TORT 250 Doctor OOL 1 go PC 0]3 vsrduT -02] 161] >615 24. Mi8AH5 t8FR9 BOLL 00 Rep Stru Ina NO WE 074 H0cdCT) 006 15 Na Na BCOL too Cade IR=VTP12014 Madda MIS WIM(LL) 003 P >999 240 World 464 to FT=20% LUMBER- BRACING- TOPCHORD 2x6SP2400F20Eor2x6SPOSSm2x6SPM31 TOP CHORD 2L0 CC Wdlns(6DO max) 1-1$ except end Wilicals_ BOTCHORD 2x6SP240OF20Eor2x6SPOSSor2x6SPM31 BOTCHORD RgM ceiling directly applied or 10.00 oc Coang, Except WEBS 2x4 SP No 3'F crel" 2-19,4-19.4-1],6-1],6-16R l6,B- 5 2x4 SP 16WF 15E or 2x4 SP No1ar24SPSS RE UIMONS. Isom) 20=0.5E, M,05-8 Max Uplift 20=2WKLC 4),15=-381ILD 5) Max Dice 20=6844ILC 1). 15=10054(LC 1) FORCES. p)-Max. Complae117 Ten - Allfirres 250 do) or gas except wren Mown TOP CHORD 1-20—V1266,12=2648,2-3=146II/SW, 3-0=14617/W445=201941696, 44-=20191416 6]=16W1552,]8--i6C01352,B-i(1=.M6I696,10.11=ag6/656. 11-02=-29NW BOTCHORD 14A5=dl3/8032.1]-19-�i32/1]945,i6i]=b5]/18683, i516=312/&961, 14-1 %51129 WEBS 2-20=9651/3542-1�2G 9213 &l 19 lB64-t9�23113Z&l ]=952&59, SP�98/12$ 6-1931, &16=3409/134, ]-06=42]/13$ 8-16=2A45]18, 8-1.r=t045M349,10.1Fc1034K#, i1-15-�ii6r]W, 11-t4=-]]6/i28, 12-14�6]/39 "Doc acing 14-15. NOTES- 1) 3yty grass to be connected together wM Mill A)131 NY) nails as follows_ Tap chords canceled as Rapti_ rasa-1 mx at 0.9C ac[ 2w6 - 2 ones staggered at 0-9O oc. Bottom c8mds connected as(allows-2x5- 3 ones staggered at 0. ca M, conntt@d as tognas: 2x4-1 now at GRC oc. 2) AS bads are considered eglIDlly alpSed to all pies, except 0 noted as Brad () or lem, (B) lace In 0¢ LOAD CASES) SecWrt Ply to pry connections gave been Ma eft! to distribute only loads noted an (F) a (B), unless olummose ndlceled. 3) Wald ASCE 7-16; VW lI5mpb (3secwd good) Nec dSimpb; TCD1=6 Bpst BCD1=6 Bpst. h� B,55tt, L=2511, Sam, 4B, Cat. ILExp B.Enclosed; MWFRS(drt9oreg, cartleverk:ll and tight expom Palatial; LubW er L L= =1 W plate grip OO1W 4) Poodde adequate drallage to prevent ureter pondsg 5) AR pbtes are W20 poles unless aftetw¢e Indicated. 6)Tba buss gas toed"gral for a to o psf bottom clwN lee load nommncunent with any lost lwe bads. ]) -Has M. has been deslgcced fora WeRall of 20 0o f on Me Logical chord In all areas xTwad e e a rectangle 3b0 d8 by e .1 Fd between Me NMm cocoa add any Wirer members_ 8) Provide me lanlcvl connection (by others) aloss to Learn, plate capable W vaVistaMlcg 2381b uplift at pint 20 and 384 b Win at pint 15 9) Graphical pudln representation does not depict Me see or Me orientation of Me pudln along Me tap and/or eotlom cha if rodonad - nan=+ Awn YlT * I VV :♦ MARCOS A. HERNANDEZ ....:...................... :.... 113878 :ti. COR F-12513 November 19,2024 MiTek' -1 ac�l dean Jabvss "a" Ty" Dry ply b IYJ6, R85395601 ONIT-18 BXO] ROOF SPECIAL GIRDER 1 often Builders Flm,—.(Cana ,TX), Carnage. TX-5006, 8. 30s5� 2024 MiTek �911 tries,�A�c Mon NOv 181151212024 Paget ID syWaatIVHk mmNr yD4lkR1C?NB7OHg3N59Pgn18w3uITXbOK Doi7J4 CH NOM 10) Hungered or other connection devlce(s) Mal be plovAed sul&knl to suppst concent2led Mad(s) 91411, dawn add 46 M up at 2412 914Ibdown and 45Ib up at 4U1$ 914 M d. and 46 th up at 6612, 91411, ruched aIM 46Ib up at 88121454lb eager and W N up at 10U12, 1454 th dnxn and 60lb up at 12U12,14541b dwm add 60lb up at 1" 12. and 10,111, daen and 6011, up at 16-0.12, and 14M W down add 60 th up at 17412 on boom rMN. The deslgNsekcllon otsucb connMron deage s) s Me respxLsdnNy of Others. LOAD CRSE(8) Standard 1) Dead +Roof live delarced). lumber Invease=100, Plate Ino� easi ON Unhory Loads U*r ved: — 1-12500, ltT 20 Concentrated Loads pb) ved 16=1454(F)2 914(F)2 914(F)24-914(F) 25-914(F) 2 1454(F)27=1454(F)28=1454(F) 29- 1454(F) Pou3 ea �a �a a.fle, ,SE MiTek® tr.�m� g ev�oM la 1 ,r..�"� .1a7� 111„.,TK.=— Jab mss UNIT-18 C01 Builders Firs. —.(Carta ,TX), Carto6bq TX-150O63PECLlL SUPPORT BE30 PN ST L2bORIMN"k M1T911hies; Mon Nw181151222024 Pa5"12 ID:ryBJarailk,k mmNr MyD4lkR1C23B7OHg3NS9PgnI8w3uITXEGK Doi7J CH ago .on AT a25 R M6 5®@=tY]3 as ll 2 3 �- 6 5 11 10 9 1 ] 6 2xp II and= zxs II Ad = zxa II 2xd II LOADING (ps1) SPACING- 2-0 C51. GEFL. In pc) VUefl Ud PLATED GRIP TCLL 10a. P61e Gap D.L 1D3 TO 038 VCMLL) Na - Na 999 MT20 2"lM) TCDL 250 Looker OOL 1 go BC 012 VeRCT) Na - n's 999 BOLL 00' Rep Stru Ina NO WE 067 Ha](CT) -0.W ] Na Na BCDL Joe Code IR=VTP12014 Mairk-P Weld 49Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4SP1650F15Eor2x4SPNo1wW 2SPSS TOP CHORD udu Sh2ww l d saeaNing dlrealy applied or 5b -0orllns, c po BOTCHORD 2x4SP1650Ft5Eorat SP Not a2WSPSS except end veNcels. WEBS 2x4SPNo3 BOTCHORD Rigid ceiling directly applied or 64)0 oc Cmtlng. OTHERS 2x4 SP No 3 REACTIONS. All Mushin s 8-90 (lot- Mar Ron, 11=5(LC 8) Max Utah AIIop8010o lUor less atconds)6 exci 11=1020(LC 27).] 1290(LC 28),8=1289(LC 2]), 9=976(LC 28) Mar G. Ailfe iom25010orkssaljolM(s)6,10excep111=1054(LC32),]l42(LC31),B=1405(LC32), 9=1124HO 31) FORCES. M,-Max Comp.AM. Ten.- All forces, 250 US or kss except pother sh. TOP CHORD 1-11=1O6N106T 1- 1214H2W, 2-3�121509. 3-0 116111156, 4: 558s5 BOTCHORD 9-10=]94cRa 8-�516512,]�]0N]02, 67� WEBS 47--55 15],3>C138213]52-9=689188,1-1Y1615MG22, 91Y16telUll. 1 1811]18II NOTES 1) Who ASCE 7-16; VuR-T15mpa (Tsecwd gist) VasdSimpa; TCD1=6 0psU. BCD1=6 0psf, h MN, B=55fl, L=25ft; ease m. Cat. 11; Fxp B: Enclrs al; MWFRS (dee 9oreg ale CC Comer(3) mne, caMllever left add aghtexpsed C-C Warroutinesand forces 8 MWFRS s rreacBons sOmm, Lumber DO1=1 So plate gap OOL=160 27Trussdesgredrorwlmv dginkeptaneolmethapor, Frrstudsexp tomnd(mrmaltomel ),see StamaWindusby �� Gable End! DetaE asapplicable, or consul qualified dddp, designer as pCrANSaPI 1. _�S�OF TF. 3)PmvlOe adequate drainage In preverd water pondeig. p. i yS: 9f 1/ 47 Gaae regmres mn(m.as"Chum an" had" 5) Tress to be Nlry handtare "aced M degonal �jMA1 sbeat"ed one or securely a chat oral movacent d e_ webj. 6) Gable studs spaced at 2-0L oc + �3 //� ])T"6 does has, torn designed For a 100 w thoOCm clroN lave load nranrrodait with any oOwf live leads. ............................ /MARCOS 8)' The truss has been designed! for a dewad of 20 opsf ch By, " mm Chad in all areas where a rectangle 3 0Me by 2TC wide A. HERNANDEZ: wR a between Me tollCm Chad ale any Mho evemcers_ �••••;•••••••••••• ••••�•••• 9) Pmvade oratorical andar aon(b)Nbers)of Bass toTrading pte capable of entstarying 1001" iWAR at pinks) 6 except at-M) 11.3878 f9$1� 10)T"a502Bass has "eeBn designed for load 300 Wmba OOL=(133)PM@gdp 00L-j133j CCnnred Russ to aTdald2g of ptl resist 11�`SS�QNAL"'G\� drop leads along ketlom Chad Fmm GO 0 to 8-go for 3000 pR %%ZZzz — COR F-12513 November 19,2024 Lea G V"dn9,paopm.trna,it READ aoFESONTMSMI) INCURRED Mora REFERENCE RACE .].], up, ,dr,adReuse pur Millny Fin gesucl gutlaocer-M,pRalm �� dww u rysN appy. au ouaiy'Co amtiwnalwm'.Ptrnunl and ocsl au Rps C-ponem surely lnfrounam �poe rmmve SnuuNnlaulro,EComponeui Auca sort O�+r' eommponenaom) yts]ssenllMnewsmu Jab Tn « �J. Type UNIT-18 N/III Cm02 Ja kCluutl BaIMea Hmsnaee(Cana ,Tx), Canmmn, Tx - Soo6, 18 4. 2-40 -0a 3x4 = z pry P /g^/ str'kS) R85395603 6 8. 30s 5126202Mi 4 TM9li eR, Ix Mon Nov IS 11111221124 P.,1 In syBJaWVHk rNd My04lkR1CiPSB70Hg3NS9Pgn18w3NT%bGN Dol7J CH 2 4 B4U • z-ga z 41 025 12 Scale : LP=1' u4 II 3K4 = zx4 II 3 4 s fi Lfi= .no 4d8 LOAGING (pert SPACING- 2-DO Can. CEFL. In pact Well W PLATES GRIP TCLL 10D.0 Pate Gip DOL 1c0 TC 021 Ved(LL) -0@ ] >993 360 MT20 2441190 TCDL 250 Lumcer DOL 1 W BC 0T2 Vat(CT) -003 ]A >9Y3 240 BCLL o 0 ' Rep Stress Ina YES WE o 36 Hmz(CT) 06t 6 Na Ma BCDL 100 Code IRC2021/1PI2B14 MatUc-NS WMNLL) 0.00 ] >999 240 Werght 50to FT=2(Y% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w1SPS5 TOPCHORD ShucN2l wood sheathing directly applied. except end vedlrals BOT CHORD 2x4 SP 1650F 15E or2x4 SP No 1 w 2W SP SS BOT CHORD Rlgld ceiling directly applied. WEBS 2x4 Sp No REACTIONS. (sled) B=MeclNnraL 6-YAechanral Max go. 8=50LC 8) Max UPIIB 8=-29(LC 8t, 6-31(LC 8) Max Gray 8=1142UC 1).6=1142(LC 1) FORCES. (at - Max Com,rpho Ten. -All faces 250 SM or less except wlren shchn. TOP CHORD 2� 21011%, 3 12091199 BOTCH0rm 7 t881955, 6- 1751918 WEBS 2�130141 9, 2-]=21/350 3-7-1461108, 4-]-10(412, 4E=1274Zc 3 NOTES- 1) Wit it ASCE 7-16, VuV115mx ph (3-swd gust) S lVasdimpI,, TCDL=6 Opsf, BCDL=6 Opsf, h� ft, B=55$ L=LSR, eavc=4ft, Cat. IL Exp N Encased, MWFRS (diMlonal) and CC CoroxUBeone, caMlleWraft and nghtexpose0 C-C her members and tortes 8 MWFRS torreaclans shown, Lumber D01-160 plate gdp D01-160 2) WwMe adequate drainage to preya8 eater pondmg us . 3) The buss Ims been desgned nor a 100 per Whom chain live load nonwncunent with any other live bads_ 4)This terse has teen designed her a Bee lad of 200pst on Me Corder chad In all areas where a rectangle 3 hill by 2-0O vide WR In national de WMm chard add am oBRr members_ 5) ReRr In glyderts) for Vuss to Vuss connecWn, 6) Pmvlde meclanlwl connection (by others) of Buss to neanng pate capable of wthstaMing IDo d uplift alpmt(s) 8, 6. ]) This hues dentin requites Nat a minlmum m 7116-sNxtural wore sheathing sheathing Me applied Many to de top crew gyps and 12-um slreehock to applied did" to the Bom chow n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 ��roqU.ra�ea is Ya-.e wan,se MiTek® M.,m�1 g c evom° -H ,r.. elm .1ac611111.,TK.s— Jab C., UNIT-18 Dp1 Builders Firs. —.(Cana ,TX), Carto6bq TX-150O63PECLlL SUPPORT 8E30 Sw' Y62p24 MiTek M1killhies; Mon Nw 181151232024 Page 5604 ID:ryEJaWoRkk ramNr My04lkR1C2PSB7OHg3NS9PgnL8w3uITXbGK Doi7J CH T-23 T-23 0]5 F2 5®n!=I Ri d6 �� art LO �� 2 3xfi- 3 < 5 10 9 8 T 6 2. ca Mfi it Roo- ]-2 8 2_2 0 Plate Ofise TXY1 -03J3.Oa-0I LOADING (psi) SPACING- 2-0O C51. GEFL. In (bc) Vdeft Ud PLATES GRIP TOLL IWO P6te Grip DOL 1 W TO 018 Ved(LL) Na - Na 999 MT20 244/190 TCDL 250 Lurnlrer OOL 1 W BC 014 Ved(CT) Na - Na 999 FELL 00 Rep SM2are Horz(CT) -0.W 6 Na Na BCDL 100 IRC2Ina 021RP120 40 MaBV P Weight. 4011, Flt- 0 LUMBER- BRACING - TOP CHORD 2,4SP1650F15Eor2x4SPNo1w2WSPSS TOP CHORD Structural wood sheathing dirmAy, applied Or6-0-0 oc p pins, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No1 w2WSPSS except end verecels. WEBS 2x4SPNo3 BOTCHORD Rigid ceiling directly applied or&C 0 oc Mating_ OTHERS 2[4 SP No 3 REACTIONS. All Neatings 7-2A (Ith- Max Ho¢ 10=5(LC27) Max Up1M All uplMlDDlb.,IesW nt(s)10.pl6 954(LC28).] 57(LC27). =1010(LC28). =1@2(LC 9271 Max G2v Akre iom2501horks al)oIM(s)10except6=10W(LC31),T=1093(LC32),8=1135(LC31), 9=1136(LC 32) FORCES. am -Max Comp Wax .Ted. -All once, 25D Vid or less except vNen shwa. TOP CHORD 12�1Br319,2�8253B24,3-0 378n319,45� AmNS BOT CHORD 9-10 30(320, 8-9=930920 ]A-184/.f80, FT-8840130 WEBS 4-0 1Ul11072, 38 51 N1 74,2-9- 1119111192T-154&1549, 4fr1340(1346 NOTES- 1) Wind. ASCE 7-16. Vu8=1 I5mph (35ecwd gist) Vasd=Jlmph. TCDL=6 Opsf, BCD1=6 Opst. h,301t; B=55$ L=25R. eav,2R, Cal IL Exp B. Endorsed. MWFRS (m adonal) add C-CComer(3) rune, GMAever left add mgniexposed C-C or memAers and ounces & MWFRS or maclo e, shown, Lumber DO1=1Ad plate gap OOL=160 2)Trussdesgnedorm cadsothe Baneofthetrussonly For Mudsexlwsedtomnd(mnmaltome1 ),see StawaMIndu y Gable End Heads as applcaMe or Moore qualified Wiling designer as per ANSITPI 1. 3)Prwide adequate dramwge o prevent wear ponQg. 4)Game _�� Ti QT. Ti 11 negate, conbnwas bottom choN beaam]_ 5) Truss to be oily sheathed from are face or=md, b2ced against ateral movement p e. mamal xClq pS.C••• yS: '9S 11 A��j 6) Game sods spaces!at 2"d ac / A 1 T) TIE trusses teen dared M a 1 o O psf mHom cRwd live load nomancoment with any other live bads_•';w 8)- This Wss has been desg Vora Ine Mad of 20 Opsf onthe Cotom Mvol choed in a0 areas we a rectangle 380 MR by 2-DO e /•••••••••....................... wit IT between the betbm clrom add any other members_ �MARCOS A. HERNANDEZ 9)Pmuce, mechanical Connamn(by others) or truss o beaing plate capable m wthslanding No lb upM atpmt(s) 10 except BEM) :..................••••;•••• ,� •Q• 6=954 7=957, 8=1010 9=1D22- f dragload of 30000 ff Winter 10) This Mar, has Been V OOL=(1W) Pla", DOLgi 33) Connect mass to resist 113878 -* (1%.- 4`ENSF•� Wtlnm[ned deg bads fmm 0.0 o to or 30 along I��SS�ONAIE��'\� COR F-12513 November 19,2024 ken , V"1n1Paoimetrma,it READ NOTesO.,M,ANDIN«uyEa.nexREFERENCERACEMrR —IsAER3 OReuse, �aro MiTek® A unWol-Ru dweu ce',y.. wweM tueance rega title �x u msN ouainycn amtiwnalwm'ePimtunl andaC,Inoans Comp insoulyinfamonim m�m¢tle finch Ye snoMrelauMoig component pamu �Ow+r' eomm�enaom) yms]ss3nllIMou.s— Jab 0 DNIT-18 802 Builders FlrslSaace(Caua ,TX), LC4 i r Typ Dry N PN vss R85395605 Ja kCI—d 6 1 /g^/ ) CarroCbq TX- 5006, B. 30s5 262026MiTeRM9list ,lx Mon Nw 181151232024 Pagel ID:sy JastlVHkr mNM MyD4lkR1C2PSB7OHg3NS9PgnL8w3uITXbGN Doi7J CW "I ] 2A 025 FIT amon, i1x 2sYl= 32.6 II o� 4 3.a= LOAOING (ps1) SPRCING- 2-DO C51. OEFL. In tact Well [Al PLATES GRIP TCLL 100.0 Plate Gip DOL 1 00 TO 0 56 VM(LL) o 13 4-5 Nd8 360 MT20 24,V190 TCDL 250 Lumcer DOL 1 W BC 049 VeMOD -026 45 >326 240 BCLL 00 Rep Strgs Ina YES WE 040 H.ACT) Oat 4 Na ma BCDL 100 Code IRC2021 FF,21)14 Mathx- WMNLL) Rod 5 -- 240 Waght 37 to FT=2(% LUMBER- BRACING- TOPCHORD 2x4SP1650F15Ea2x4SPNo1MMOSPS5 TOPCHORD ShucN2l wood sheathing directly applied. except end vedlrals HOT CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SS BOT CHORD Right telling directly applied. WEBS 2x4 SP No 3 REACTIONS. puxe) 5=0.5$4=Mecbaulcel M.M. 5=a(-8) Max Uplld 5=-23pLC M) 4=26(LC 8) Max Gray 5=934(LC 1), 4=934(LC 1) FORCES. that - Max Com,naho Teo- All aces 250 Sm or less except wlren sbmm. TOPCHORD 1�33KM. 3-0=33385 OCT CHORD 45=2WSSR WEBS 25=11182782-0 111 C291 NOTES- 1)And-ASCE]-i6, Vu11=115mph(3- gl grog) VasdSimph. TCDL=6 Ops[BCD L=6 Opsf, h�Oh; B=551E L=5R, eavc=4ft, Cat. IL Exp N Entlosed, MWFRS (dcMlmug arm CC Comerj3t Ane, raMAever left add night ex used C-C Pow members and arras 8 MWFRS for reactions shmm, Lumber DOL=160 plate gdp DOL=160 2) Wwlde adequate mandige to proven eater pondmg. 3) Ths buss has been desgned par a 100 W Whom claw! live load nanwncunent with any other live Marts_ 4)`This has has seen designed for a Beelead of200psl on the Cohom chad In all areas where a rectangle 3 el by 2-0 vide WR r! Oelween Me Wgmm amid add a, max, members_ 5) Refer to goden(s) nor ass to buss mine pans 6) Provode merlcwcal connection (by otheed of Buss to aeanng plate capable of withstand! ing IDo m uplift alpmt(s) 5 4. ]) This Buss desgn requhes Nat a common m ]]16" sNxWml won sheathing Me applied directly t0 Me mp cMN gypsu and 12° m stm ehock to applied moolN the e Oom chow n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 �nro�.na�eanaYa-re wan,se MiTek® nzav u „aenafmnrPimtunl c ev om° nm o. e 1-H .1aC511111.,T K.s— Jab mss DNIT-18 803 Builders FrslSaace(Carta ,TX), 2-1M1fi 2-1M1fi Truss Type Ja kC1u CartoI-,TX- 5006, S]J 2R-14 .6= ply R15395116 5 1262024 8. WaS /g^/ ) MiTM9li eRstr'kSx av , IMon N181151242024 Page1 ID ryBJaaUMUkr mNM My84lkR1C?NB7OHg3NS9Pgn18w3uITXbC.N Doi7J CH &32 11-2A 2114 2-11L 025 12 5®1e=1.185 2x411 9x4- Tx411 ] ] 6 "1 11-2A A-0 S]-4 LOAOING (psi) SPRCING- 2-DO CST. OEFL. n pact Web W PLATES GRIP TCLL 10D.0 Pate Grip DOL 1Ed TC 044 VErgLL) 006 ] >999 360 MT20 244MMU TCDL 250 Lumber DOL 100 BC 038 Val(CT) -0W ] >999 240 BCLL o 0 ' Rep Strgs MEr YES WE o W HoEACT) 0➢3 6 Na Ma DCDL 100 Carle IRC2021]TP12014 Maori WMNLL) 0.01 ] >999 240 WeJgM 58to FT=20% LUMBER- BRACING- TOPCHORD 2x43P1650F15Eor2x4SPNolorMOSP55 TOPCHORD Structural woo050eatMng directly applied. except end verhods DOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SS NOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No REACTIONS. (sae) 8=0.58, 6=Mecbaulcel Max HDrz 8=](LC 8) Max Uphold 8- 3MLC 8). 6—ID(LC 8) Max Gray 8=14]4(LC 1).6=1474(LC 1) FORCES. (at- Max Coach Wax Ten. -All Mdxr250(art or less except wlren Sarnia TOP CHORD 1d MVEUO, 2-3=2274=8, 3-0 227=5 325/68 BOTCHORD ]�30811]94, 6T=284]1692 WEBS 23=202D/3422-7-3M567,3-7- 411364-7—GWD3, 4L=19521339 NOTES 1) Whit ASCE 7-16, VuV11ttw 5mpb (3-sa gust) VasdSimpc TCDL=6 Bps[ BCDL=6 � Opef. hOft, B=55$ L=LSR, eaA,4ft, Cal. IL Exp N Enclosed, MWFRS wh Marug aM CC CcUREU Crone, ra MIeWr aft add righttexposed C-C her members and forces 8 MWFRS for reactions sbmm, Lumber DOL=1 SO plate gnp DOU-160 2)WwMe adea le connote to paver8 eater pondmg. 3) The Mass Use, d rrd been tled! for a 100 per Whom chalive load nonwncureent with any other live bans_ 4)' This Mori has been designed Mr a Bee lad of 200p9 on the border chard In all areas where a rectangle 3 tall by 2-0 vnde WR fit Oelween Me Wimm chard add am oHv S members_ 5) Rater to gnder(s) tar buss to Mass mdirectin, 6) Provide Mechanical camcorder (by others) of buss to bearing pate capable of withstand! ing IDo a told alpinips) 8, 6. ]) This Russ desgo requhes Nat a minimum of 7116" StructuralwaM sheathing be applied Energy t0 Me ap cMN and 12' gypsum sheebock be applied directly y to e Bochow YR !r VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 MiTek® Jabvss �TvssType Ory PIy 6 R8539560] DNIT-18 D84 Ma�wp4N Suppartetl Gffik 1 1 Job Reference g^/ Builders FrslSaace (Carta ,TX), Carrollton, TX-5806, 8. 30e5 MyD4kR NB70'k,Ix Mon Nov1811i Page ID:ryBJastIVMk �amNrMSMy041kRIC2Ps8]OHg3NS9Pgn18w3uIT%bC.KWrCOoi]JdzIC"H 4ao a Dd 1. II A" I� zx4 11 s®r=1-t3z 2 oz 12 3 fi 4 zx4 11 zx4 11 2. LOADING (plea) SPACING- 2-DO S. .EFL. in Bad Well W PLAIES GRIP TCLL 100.0 P6te Gip DOL 1 00 TO 016 Vert(LL) Na - Na 999 MT20 24 190 TCDL 250 Lumber DOL 1 W BC 002 VeMOD Na Na 999 BCLL 00' Rep Strgs Ina YES WE 013 HgCgCT) 000 4 Me n2 BCDL 100 Cate IRC20217P12014 Magda Wardt 1810 FT=20ao LUMBER- BRACING - TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55 TOP CHORD StrucN2l wood shemgng Ulretly applltlw440 oc Wrllns, BOT CHORD 2,ISP 1650Fi 5E or 2x4SP Not w2WSPSS except end veNfals. WEBS 2x4 Sp W3 BOTCHORD Rgld telling directly applied or 1 Do 0 oc bat ng OTHERS 2x4 SO No 3 REACTIONS. (size) 6A No 4=4-0o 5-TO I Max H. 64(LC 8) Mar UPS 6—BLC 8).4=7(LC 8), 5,-05(LC 8) Mar G2v S4OMLC 1L 4 8(LC 1),5=585(LC 1) FORCES. Old -Max Comp.Mlax. Ten - All firees 250(N) or less except wren sdwm. WEBS 25 545]153 NOTES- 1) Who] ASCE 716, Vult=115mph (3-second gust) Vas ]mph. TCOL=6 DpsE, RODL=6 0psf, h O0ft; BS5ft, L=25%eav,2R. Cat. IL Exp B. Focused, MWFRS (dlrecfiona1) add CC CoAmOu zone; caurdmor oft and night exposed C-C for murders and forces 8 MWFRS per reaclbns sftwm; Lumber DO1=160 plate gap DOL=160 2) Truss desgned corwlM bads m me plane or Ne trussany_ For stWs exposedto wind (mural to Me feet, see Standard Industry Game End Oetal6 as applraUte, or consu8 quallfietl t urUing designer as pe, ANSIRPI 1. 3)Prounde adequate Urmnage, to pol water no., 4) Gable regmres cong hous gM.m chord!heard. 5) Truss W be Why sheared from one Face or securey o2ced Atlanta Nterat movement (ten capons] went. 6) Carlo arms space! a 2-0-0ric. ]) This Mass tpas been tle adem rw a 1D 0 pet Whom cLwd live load nommncmrent with any other Irve bads. 8)- This Mass has 0.cn designed! par a We lead of 200psf on the Wttnm them in au areas Mere a resume,3 (, ae by Mvide wig IS between me NBom chord add an, otter members_ 9) Provice mechanical connection (by equal of miss W bear, plate capable of v4Viewiding 10011, uplift at)omt(s) 6, 4, 5 n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 is Y—. wan,se MiTek® aenroaaea tr.,m� p ev om° ne 1 -e e t-H ]5,11aIMore.a now PlY NIT Druilders U.S..... (Carl1TX), Cartotlbn, TX-15006,Ty QW 8tiWs SoP-162024 MU`Vdlis1 , Ix Mon Nov 18115125 2024 Pag3e 1608 ID:WELlastIVHk axmNr MyD4lkRC?NB70Hg3NS9Pgnt8w3uITXbGK Doi7J CH 0.1-8 H t 352 143 11 4x5= 1i[] 11 3z6= 5x6= 46= 3x4= .= 1 �� .4= L4= 311 FP— Son art= 1 2 3 4 5 6 T 8 9 18 11 12 4rfi= 5vb= 4x5=3ag MI.. FP= 1.3 II 3x4= as, 4x5= edfi 4L= bb SP= 3.4 _ IST 1" i 1. 13-1. i 1s" 1.2. A 1-0 • 2-so z6a 2TT i sb-o 2Ro 1. 2-1. Plate OflseofXYl 15DATEdl R3Edorl 117&1-0ECoel 124 &1-0 011 1250-1d 0141 LOADING (ps1) S-CIRG- 2-0U C51. OEFL. In (bc] VUefl t/0 PLATES GRIP TCLL 600 Plate Grip DOL 1 DOTC OT9 Ved(LL) -031 P >BIX4 360 MT20 220N93 TOOL 250 LuDOL 1 DO BC 0% vcrduT -0 Do i6P >425 240 Mi8AH5 169/62 1 BILL 00 Rep StrumMr Ina YES WB 0A Hoa(CT) 011 13 Na Na BCOL 100 Cctle IRC2021RP12014 Mabol Weld: 112IS FIT E =20%tt%E LUMBER- BR DCIRG- TOPCHORD 2x4 SP 1650F L5E or2xd SP No1 w2W SP 5S01 1 TOP CHORD Structural wootl sOeaNing Ulredly appllM o142b oc putllns, BOTCHORD 2x4SP1650Ft5E or 2x4SP No1 or 2W SP SSUC)'Ex[epY except end veNcels. 11202W OF 240OF 2 BE or 2x4 SP 2400F 20E a 2x4 SP D55(0at) BOTCHORD Rigid telling directly appllel or 1" Doc babes, Except. WEBS 2x4 SP No 3(nag) 2-2-0oc Mace g.19-21. REACTIONS. (.c) 23=05$ 1395d Max G2v 23=1542(LC 1). 13-1542(LC 1) FORCES. (to) -Max CompaBax Ten -Alifirral goorkssexceplwlren shared. TOPCHORD 2�2556i1, 3-0 1710,i-Y8M05E=5780N, 61=-578000, 7S539310, &14=631", t IT t=-2556U BOT CHORD 22-23=0/147$ 2122,Q3588,19-21=N4997,18-12N5780, 1718=0,5780, 16-II-03122, 1S16 rg5gra 14-15-09585, 13-1&tN1473 WEBS 11-13=-208(/02-212079/011-14=0116102-22=Ctl611, 1&14 153100, 3-22=15390, 101`✓0/1082. 321=0110l &I5=1024N, 4-21=101 V0, 8-16-D1590, 4-T9 Gm1, 7-16=530N, 5 1- 79 vT 7-17=2491469, S18=-1171257 NOTES- 1)unbalancedBoor0velods1 Veenconseredrortlnsaesgn. 2) All plates are MT20 plates unless propel inOYa@0 3) The Fabrication Tolerace a1)onrt 20 =11% 4) Recommend 2x5 shopiks, on age, space0 a11" 0 oc an0 fastened to each Buss wth 3-100 IN 131° X 3") nal5 Strolgbads to be attached to walls 9 Ncti order end or restrained by other means :♦ n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 MiTek® Jabvss Dry PIy R85395609 DNIT-18 F82 �TvssType Flom 1] 1 Job Reference g^/ Builders Fimi3aace (Carta ,TX), CartoOloq TX- 5806, 6 Mon Nov1811i Page 8. 3mm MyD4kRC?NB7GH 3NS Doi4 CW ID ryBJastIVMk �mrnNrMSMy041kRIC23B]OHg3N59Pgn18w3uITXbC.KWrCOoi]JdzIC"H .1. HH10� i�]� 1 � a a s�=145fi Lfi= 4d= 1[fi= 3xfi FP= OtS= 11 12 4ad= L18 M13MB EP 1.3 Ls= 1,co 9x5= 45= 45= 46= 45- i10 M189MS FP= D 2F3a 134E 11. Plate Offs ofX Yl- 115 Food 04181130 GAd 0-TTI 1310-1-000.141 LOADING Oleo SPACING- I— C51. OEFL. or I-) one. "D PLAIEB GRIP TCLL 400 P6te Grip DOL 1 DOTC 085 Vetl(LL) -051 22 >6% 360 MT20 220N93 TCOL 250 LumQx OOL 1 W BC 062 verICT) -0% 22 >329 240 M18AHS 169M62 BCLL 00 Rep Stru Ina YES INS 070 roa(CT) 014 15 Na " BCOL 100 Card,IRC2021RP12014 MaYmS Word 14]10 FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2,4 SP 165OF 15E or 2x4 SP No 1 or SolSP SS(flA) TOP CHORD Shuctu21 word s0eal direM appllM m2-2-0oc purilns, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No1 or Sol SP SSNCa _.Pr except end vernal 17-27 W OF 2400E 20E or 2x45P 2400F20Ew2x45P O55(flaY) BOT CHORD Rigid ceiling direay appllel or 1 M 0 cc bocTg WEBS 2x4 SP No 3(nag REACIIONS. (.c) 29=553, 159.5d Max Gov 29=131 SIC 1). 15=1315(LC 1) FORCES. (10)-Naar Con,aaho Teo -All forces 250 p0) or less except when shown. TOPCHORD 2�225;So3 3945N,4b=-5185o 5E=S9SUCE67-4a M,7S433N0 8-10=596M0, iO11- 51"vg 11-12a944/012-13=-2 SeD BOTCHORD 2829=0/1268, 26-28� 200, 252 01466224z.cw56n. 2124=0/G24522-23=0.6245. - 21016245.2021=0i6245.19-20=156n. 18-19=(w4661. 16-1 8=W320D. 1516=011269 WEBS 2-29 l79 0,2-28 1462&28=1409/O.b2 011108,426= M6N, 425=0/]]8, 5-25=I31I0 5-24=N428'o-24=-0c610, 1315=1]9QAT TT16=N1462 12-16=-1409N, 12-18-0111 07,11-08=1066 ),11-09=W7]8, 1019=731N, 10 20.D/427, &20=4064 NOTES- 1 ) All plates are MF20 plalg unless oNetwSe 1nOttateO 2) A0 plains are 3x4 MUD unk:ss o arowee nMlca(etl_ 3) Recommend 2x65Mm]Cacks, on age, special al 1" 0 oc as taste dto each tress adh 3-101(0131°X3")na15 Sgomparks In he 38acha to walls al their order ends a dendona by otet means a) BARTON. Do not great tress haclrwams :. n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 MiTek® Jab Tn«Truss Type UNIT-18 N/III FF003 Floor ne Builders reetoa(Ceno ,TX), Carrollton, TX- 5006, I oo 11 3x6 = hd = 19a 11 i z 3 a 1ZN 7-1 14 13 3xd— .= 3. pry Ply /g^/ ) R15395610 3 8. WsS 1262024 MiTeRM9listr'kS, Ix Mon Nw 181151252024 P.,1 ID:syBJaoaW,k r mNM My84lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7JI0.ZII W 1G8 r1a ® =1221 uc+ II 3x4= as= 36= IS 12 11 ID 1.3 3A'r- 2-]-0 a-2-0 ta80 1. ]-]F Sfi8 2L-0 1. Plate ORsets(XY1— 50.18 E6x1 ft30.1A EMeL N60.1-0.0.1b1 LOADING (psi) SPACING- 2-0U CST. DEFL. In (bc] lMefl t/0 PLATES GRIP TELL 400 P6te Grip DOL 1 W TC Od] Vert(LL) -0091i-12 >9Y3 360 W20 244]190 TOOL 250 LmnCer DOL 1PC BC 0]9 VeA(CT) -OP tt-02 >955 240 BOLL 00 Rep Sd` Ina YES WE 041 Hoa(CT) 003 9 Na Na BCDL 1 to Code IRC2 l P12014 MaVkS Weight 721b FT=20%E N%E LUMBER- BRACING- TOPCHORD 2x4SP1650FT5Eora4SPN01or2WSP3S(0A) TOP CHORE) Shuctudil wood sheathing directly applied w6-0-0 oc pudins, BOTCHORD 2x4SP1650FN t5Eora4SPo1 orw SPSS(0 ) except end vernals. WEBS a4 SP No 3(0ag BOTCHORD Rigid ceiling directly applied or 10.60 cc ancig REACTIONS. (.c) 15=0.5$?-0 B Max G. 15=992CLC IT _ .A4(LC 1) FORCES. (10)-Max Comp Mlax. Ten -All forces 250 IS) or kss except wlren stmwo TOP CHORD 21 1453N, 3 2345N, 4 5=234510 Sb=-MIAT 57=14NM BOTCHORD 1415c0B84,1&14=VUGO 12-0Y@2345, 1112-TaM5, 10.11-0afai, 910-0512 WEBS 79 128610, 215 128010.710=0871, 2-14=N846, F10=799I0, 3-14 T(T 6111/ &13- r , 51"ODM0, 413=-29= NOTES 1) Un n lnnced floor We bads Have been consxJeded 1m the desgo 2) Recommend 2t6 strongWole,, on age, spdoed al Igo 0 oc and Rd tened to each buss votb 3-100 (0131-X 3") dolls StrorgeoG to be a8acbedto xalls at NeV outer ends or hadoined by other means. 3) CAUTION, Do rot erM Vuss hackwards. MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 Ivoro 473-1�3GEFGIREUSE. Mill Jabvss �Tvss Type UNIT-18 F04 FLGOR GIRDER Builders Fimisnuve(Cenn ,TX), Barrage ,TX- so06, 0.1E H I�. I 2i, ply Ply ) R85395611 1 8. 35s Sep"62624 Mi.2 4/g^/ strieS, Ix Mon Nov 1811 M 262@4 Page ID:WBJaWVHk axmNr MyD4lkRfC2PSB7OHg3N5gPgn18w3uITXbGK Doi7J CH W p1 s® -i3Tz y5 FP= S 1 FP= zc II sxfi II ns II 4.6 II N.g 4 s 6 7 a s to 11 12 13 14 1s f{`1 'J21�3 \\\ 30 it 23 27 2' AZO 23 22 21 2a 19 1. 17 15v3 3ei - 3a4 - d'4 - 1 SC, 3i4 c 3%4 c 34 - 3. FP= 1.3 }9g } 3S 12 22-54 1a812 Plate Offset, CK Yl- 15"0 112601d Friend 290-18.0zu two 1A LOADING (psi) SPACING- 2-0 CST. GEFL. In (bc) Vdefl t/0 PLATES GRIP TCLL 400 Plate Grip DOL 1 W TC 015 Val(LL) -0 W 20 >959 360 MT20 244/193 TCDL 250 LumOer OOL 1PC BC 043 VMRCT) -014 20 >999 240 BCLL 00 Rep She's Ina NO INS38 Ma(CT) 003 16 ma WS BCDL 100 Cade IR=VTP12014 MatmS Weight 3121b FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(8A) TOP CHORD Shucluml wootl sheaNing directly applies m6-0-0oc purllns, BOT CHORD 2x4 SP 1650F 15E or2x4 SP No 1 a w sP SS(8a) except am morals. WEBS 2x4 SP No3(flat) BOTCHORD Rigid ceiling dimay applied a 6D0 oc Mating_ REACTIONS. (size) 25=0.5$ U6 S Max G. 25=253MLC B) 16=1251(1C 4) FORCES. Bid) - Max Comp Was Ten - All forces 250 IS) or less except when shoei TOP CHORD 1-28� 02 2-YWIKG,3 C1982,45IX198$ S 7895T4, 68=2568M, B-�U"C 910 984N, 1011�929M,11-12�3T&U, 12-14=20mdU HOT CHORD 2Y28�569M, 262T= ,2526=1 DeVo 242i-1279/Q 25-24=-11&1840, P 23-QM248,212,QQ984,2021=03984,19-20=W3984, 1819=0/3S21, 17-18-028&5 16-n=W1230 WEBS 2-281/804125=-124GAE 326=0/740,1416=-i6wN, 525=-196VT 14 17=Wi239, 5S4 J616,12-1=116M.6-24=155M.12-181/r11823=W1086, 11-18=647M, 823=1013M, 11-19= M / eZ 822�11, 1819=245253, 522- 7030, 2-26=90810 NOTES- 1) Fastentmssestogetnertoanasasilgleuntasperaaedamindusby&W.orloadsaretobeevensappl dtoa1Ia 2) un elanred Boor me loads nave been crosAered for this desgn. 3) A8 wilds 3x are 6 MUD unless Showed managed 4)Recommend 2x6 simlgbacks, on edge, spaced al 1" 0 oc and faste alto each imss wM 3-101(0131-X3-)nal5 sholg0a0.s to he 38ached W walls at Men hall mMS, or restrained by other means _��Fr;.�"l Hanger(s)or Ma tome[nd deke(s) shallcemvidel sufffill to su,mit mncemhated roed(s) 495 lb dram at 024 on top -'�F•, 1 cMN. The do@v/sHMbn a suU cannston device(s) a Me responsialdy ro others_ ASP„ x9 1 6)lnthe LOADCASE(S)s ton, aWsapplledtoN Mf aMetvssamnMedas9nt(F)or Wck(B) i y.• 1y1 I) LOADCASE(S) slandam � J 1) Unarm Fbors (P (balanced) camber increase=100, Plane Ihrcrease=l 00 /. M ••........................ ANDEZ: unlfolm VML1plg /MARCOS A. HER..... � Vert 16-28=-20, 1-15N130 / C feared Loads IS) /1 11 38 78 .tr2 � Vert 1=4s6(F) (l'•.. L.._.._e0 .<6.r`_2 e COR F-12513 November 19,2024 kemnaffi. v nap.mm.trnafin��Tesa. res n aaea.nexnereneaeeP.ae.,.,,re., 3racheUse, MiTek® ny traog �wsw m%vmn> wsce 9ueanbe—ptle�.. u rysG ouaily cn amtiwnalmm'.Pinstunl and acsl BeNma C-p-am sanely lnrmmeden �Ma, rmmve s6oMmlauMogoompmenl path. �Ovw+.' eomm8enaom) .,s155I'a iG.s— Jabss �Tmss Type DNIT-18 S Florc Builders Firslsanee(CarolT)(), Carrell TX- 5006, 11�3� 1S3 4=fi= 3xfi= 3x4= I. � 3 4 5 211 19 18 1] G5= 3x10 M1&WS FP= 15= h4= 4Rr = pry Ply /pg ) R15395612 J. 4 8. 30ss�"62024 MiTeKlfdlistrieS, Ix Mon Nov 18115126 2024 Page1 ID:ryBJas.vokr mNM My04lkR1C2Ps87OHg3NSgPgn18w3uITXbGK Doi7J CH I aT� op ... -It lfi 143 3x4= 3x4= 4xis FP= 4xfi= 3x0= 6 ] 8 9 10 11 22 ifi 15 14 3 15x3 g .4= 46= 4x6= 46= 2-7A S1E 16160 1. 15-1do 18AE ,a .4n `mod Plate OiNeht(XYl- 604TEdirVE1.01-8111]01�Edue1121 E(XlT11220-id.0-1A1 1. 2-Ad 290 LOADING (1s1) SPFCIRG- 2" C51. 1 GEFL. In (ka, VdeB t/0 PLATES GRIP TCLL 400 Plate Gnp DOL 1W TC 0]9 Ve41(LL) --i5-i6 >959 360 MT20 220/190 TOOL 250 LumCec DOL 1 W BC 0]8 Ven(CT) -041 t,JS >545 240 M18AHS i6Wi62 BOLL 00 Rep Sn"a Ina YES WB 067 Ill 00] 12 Na Na BCDL 100 Crap,IRC2021RP12014 Mabol Weld :%IS FT=20%F, it%E LUMBER- BRACIRG- TOPCHORD 2x4SP1650F15Eoc2x4SPNojcg WSPSS(8A) TOP CHORE) Structural wood sheathing pol ly appllM cg4 oc punins, BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No2x4SP ce,gal) _.PP except end veNcels. 12-19. 2x40F 2400F 2 BE or 2x4 SP 2400F 2 OF or 2x4 SP DiBOTCHORD Rlgld ceiling directly applied or 1" 0 cc 02nrg WEBS 2x4 SP No 3(8ag REACTIONS. (.c) 21-05$ 129 S Max G2v 21=13MC 1). 12=13]5(LC 1) FORCES. di Ml Carl Ten -Aliflacel gdorkasexceplwlren shmm. TOPCHORD 23 219IN, 3-0 ,VVD,1=-4582/05E=A592N, 6]=-045&O, 7S 3696q, &10=223]N BOTCHORD 2021-G 252, Ul 20�083, 17-08=N4200, 16-1] DMMBl1S16=UM58$ 1415,01424Q 1&14=0-114,12-13-OM307 WEBS 1012=-0846/02-21=481,UN, 1013=011333, 2-2 141]l813=130310,&20=1317N, 8-14 5418=[V840.7-14-10N,4-18=821/0,7-iS-Na63. 417=0O99, G15�]4/11] 51]�3]N MOTES- 1) unbalanced foot hee loads hate been consaered rorthis cia, 2) All plates are MT20 plates unless NnerwSe collared 3) Recommend 2v6stmrgbacks, on edge, spa[M at l" D m aM fastened to each Wss vnN 310d (013l' X 3') n G Strongdas to be afaclxd to walls atNeit other erMs m rest2lned by Nnermean5. 4) CAUTION, Do nth erxl dues backwal n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 kenedge. q �lpnp.�metrman4n��Tesn. Ms nl nnenMnexnaeneaeeP.6e.,.,,m., 3a�nnense �a Millens ro ny traog d�9ueance regatix u s. .Sa tle�msFlam .goieened emeu anJacslarcesComnern5elgtnlmnarm y1s]ss311110 new PN 5613 NIT UBuildwo FO -162024 Flrsl3aace(Carta TX), Camphor, TX-15006,TYPa 8tiWs Spa' MiTKRM4 ea4ieS, Ix ov Mon N18115127 2024 Pas, ID:WEJastlVHk =mNr MyD4lkR1C2PSB70Hg3NS9Pgnt8w3uITXbC.K Doi7J CH TIT 11. 19 irpntrtP6 1. It t 5zi 193 .6 2 3 5 6 7 2-7A d PMIe ORuts (XY1- 130.1A£tlael R00.1A EMeL R40.1-0.0.181 LOADING (pact) SPACING- 2-0U CSI. TELL 400 Pldm Gip DOL 1 W TC 030 TCDL 250 camber DOL 1 W DC o42 BOLL 00 Rep Stru Ina YES INS 0Z7 BCDL 100 Code IR=lRP12014 Mardi LUMBER- TOPCHORD 2x4SP1650F15E or a4 SP No1w2WSP SS(8A) BOTCHORD 2x4 SP 1650F t5E N4 SP No 1 m W SP SS(8a1) WEBS 2x4 SP No 3(0ah REACTIONS. Ppm) 13-0.5 B--0.`rB Max G. 13=777(LC 1). 8=T68(LC 1) 7. 12a FORCES. (Ib)- Max Comp Mlax. Tan -Allfaces, 250 Vid or less except when spread TOPCHORD 2�10680; 3-0=1434N, 45=143VT S6-1 Small BOTCHORD 12-13=0i676,1112= 1434,10-11-011434, St0=011 W2, G9-0O06 WEBS 6> 995m, 2-13=97wo 6-9=0364, 212=01573, 59=471N, 312-540.0 OEFL. n Ik VUefl I70 PiJaES GRIP Ved(LL) -00.5 311 >9Y3 360 MT20 244/190 vwr(CT) -0 LW 310 >999 240 Hoa(CT) 0 W B Na Na Weight 59lb Fr=203sE tt%E BRACING - TOP CHORD SNaiddl wand sheaNing directly applies m6-00 oc pudins, except end veNcels. BOTCHORD Rigid telling directly applied m 1 M 0 cc Trading NOTES- 1) Unbalanced floor We bads have me" considered for this moral 2) AS pbtes are a4 M120 unless otherwise lMscated. 3)Recommend 2,6 stmngbacks, on age, spaced al 1"0 oc add Restated to each buss with 3- Tom (0131-X 3")na85 StrmgbaG to be attached to walls at Neb older ends ce restrained by other means. 4) (AUTION, Do .rot erect huss backwaNs. MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 ,wA Bw nnnn.�me—p-. nnnexnaee.6ense D.aTe6nare6 up.. � .pol MiTek® rops-1puuppol, ny traog mpod sups"+vmn> Fin g—I 9ueancei,.p, n caw pm ouairy cn amtiwnalmmvhimtwgl pUp,,nl r. and acsl Brand component sanely lnrmmo6m �pue rmmve w-tpp pwM Aamu �O�+v eommponenaom) ) yIn7ssenllunews— Jab ITn .� Dry PIy R85395616 UNIT-18 F0] �TvssTYpe To., 1 1 bill ob Reference/gglonal\, Builders Hmi3wace(Cana N/m ,TX), CartnOloq TX- 5006, 8. Ws Sw 2024 MiTek M1��91g1 tries, Arc Mon Nw 18115127 2024 P.,'I IO syBJaoad k r mNM MyU4lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH SmR-=1t Yfi9 I. II 1 2 13 12 Q ]S 71D 2-]S 68S Plate ORseofXY1 13 Tl8 E&e1 HO 01Jt Eduel [140,18. 14fl LONGING (psi) SPACING- 2-0O CST. TELL 400 P61e or, OOL 1 W TC 0P TOOL 250 Lur OOL 1 W GC 031 BOLL 00 Rep Stru Ina YES WE 025 BCOL 100 Code IR=VTP12014 MatooS LOMBER- TOPCHORO 2x4SP1650F15Eora4SPNo1w2WSPSSUaB BOTCHORO 2x4SP1650F15Eora4SPNo1w2WSPS8(flat) WEBS 2x4 SP No 3gag REACTIONS. Pum) 13=Moaanlcel, B-0-58 Max G. 13=742CLC 1). 8=T34(LC 1) FORCES. (In) - Max Comp Mlax.Ted- AS Porre5250 old or less except when s0ovm_ TOPCHORO 25=937N,3 1319N, 65=1319N, 56--101TN BOTCHORD 12-13=0rb47,1112=IN131%10-11-011319010=011307, B- ffiT1 WEBS 6> 946r02-13=936N.69=03152-12-0I521 S9-431N. 3-12�680 NOTES- 1)UnbalancedfloorWek dshr beencorLsvleR lortblsde n 2) M pbtes are 3x4 MT20 wkss oNelver, 1rMated. 3)ReRr to gllder(s)(or Wss to tmss mnrxxbons 4) Recommend 2x6 strolgbacia, on edge, spared al 1" 0 oc and listened to each truss u Sbolgb Wbe allal to walls al Mar outer ends w restrained by other means 5) CARTON, Do mt erect Wss backwards. 5 15x3 �� 3kfi = a ] t61-0 29-0 36= GEFL. In Doc) VUefl 1/0 PLATES GRIP Vcn(LL) -0. 9-tB >999 3UW MT20 2"190 ver(CT) -0 05 310 >999 240 Hoa(CT) 001 B Ma Na Weg0t 91b Fi=20%F, it%E BFU CIRG- TOPCHORD SNxtuml wood sheaNing directly applied w6-0-0 oc pudlns, except end ver0cels. BOTCHORO Rigid ceiling dimay applied w l ad cc bmnrg 3-1US (0131-X W) naes �I :R ...........................:.... n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 s MiTek® nooqoc.ea re ff� man,se. o tram c ev om° nm �l c. t-N e .1a7� 11111MneKq=� Jab Tn « Truss Type UNIT-18 N/III FF008 Floor Builders Firslsaaea(Cnno ,Tx), CartaNbn, Tx- 5006, 0.1-0 15zs g 1. II 1 234 12 11. pry Ply /g^/ ) R15395611 1J. 8. 30 s Sw 62024 MiTMft' strieS, Ix Mon Nw 181151272024 Page 1 ID:WBJaoUoDk =mNr My84lkR1CiPSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH 3®LL=1Y5] I. II 4 .4 = 53X4 = 6 11 9 a3r4 15u ll 3.e - sloe aso sfl z-]b Plate onsets art— 4o-18 Etlael No o-tA EMeL Nz o-bli-0o-i LOADING (psi) SPACING- 21 U CST. GEFL. In Bar Vdefl Ud PLATES GRIP TELL 400 Pate Grip DOL w TC 03] VcMLL) -0_ 8-9 >959 360 MT20 2"190 TOOL 250 Lumber DOL 1PC BC 048 Ved(CT) -00] 8-9 >S. 240 BOLL 00 Rep Stru Ina YES WE 0Z7 WeACT) To ] . Na BCDL 100 Cade IR=VTP12014 MalrkS Weight 47Ib FT=20%F, N%E LUMBER- BRACING- TOPCHORD 2x4SP1650F1.5E or a4 SpNo1w2WSP SS(0A) TOP CHORE) Stro udil wood sheaNing directly applied or6-0-0 oc p pins, BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 w2x45PSS(0ag except end vernals. WEBS a4 SP No 3gdU BOTCHORD Rigid ceiling direNy applied or l OO-0 cc ancig REACTIONS. (.e) ]=058, 11=DS8 Max Grav ]=623BO U) 11Y15(LC D FORCES. IS) - Max Comp Mlax. Ten -]ill forces 250IS) or less except v.Ten snowrt TOPCHORD 21 mod. 3-0=910M 45 7M BOTCHORD 101-0/53 41R 10E8-9=91910,7T-WtE% WEBS 57=nND.2-11=747AT 58-M33. 2-10=w5600.10=27" NOTES- i)UnbWmn dnoorF 4a nacrebeenconveredforthisde n. 2)Recommend25shon WW .onedge,spa a110-0-0ocaWfastenedtoeachtrusswM3-10h(0131"XW)mi1 Strorgbacks to be atlacRV to walls al Mar order ervd w resbalned by order means 3)CAUTION, Do not erect buss oackwards. MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 ro ea s wan,se. Mill re a tr.o. c—lv�om°p�enm-t-N �m��t do�"I-Folll,MS—.--, rr.. Jab TnTruss Type UNIT-18 tl/III FF009 Floc Gix tl milaers Firslsaaea(Cano ,Tx), Camali Tx- 50061 H 1�3� ti8 15X1 g 1. L 2h4 12 r� pry Ply /g^/ ) R15395611 1 8. W s 51262024 MiTeRM9listr'kS,Ix Mon Nw 181151282024 Page1 ID:WBJaoUVHk ramNr My04lkR1C?PSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH 3®n =1Y5] 1. II 4 L4 = y3Xe = 6 1 9 a.4 15u ll 3Xe - slue 8So s1 z-1b Plate offsets (XY1 o-18 Etlael NO o-tA EMeL Mz o-iS.o-ib1 LOADING (psi) SPACING- 21 U C51. OEFL. n (bc) Vdefl Ud PLATES GRIP TELL 400 Plate Grip DOL 1 w LC068 Ved(LL) C W 8-9 >959 mm MT20 2"190 TOOL 250 Lumber BELLGO BC It. Ved(CT) -.12 8-9 >848 24. BOLL 00 Rep Smalls Ina NO WE 030 Hm-[(CT) 001 7 Na Na POOL 100 Code IRC2021RP12014 Matchi Weight 47lb FT=20%E tt%E LUMBER- BRACING- TOPCHORD 2z4 SP 165OF i 5E 0r 2x4SP No1w2WSP SS(fiat) TOP CHORD Structuralsheathingotl sheathing directly applied m6-0-0 pu oc rlins, BOT CHORD 2xa SP 1650F t5E N4 SP No 1 w 2W SP SS(0at) except end ommals. WEBS 2xa SP No 30me*Except BOTCHORD Rigid ceiling directly applied or1OO-0 cc b2nrg 1-11,6 7 2x4 SP 1650F 15E or 2w1 SP No t w 2X4 SP SSgat) REACTIONS. (sze) ]=0.58, 11=D68 Max G2v 7-740(LC B} 11= 17OO 1) FORCES. (Ib)-Max Com,amac Ten-Allbrce 250(ib)orlessex ptwbensbmm. TOPCHORD 2�1171ffi. =1171104b=-981/0 BOTCHORD 1Ofl=o/637.910-0/i171,&9=d1171,7S057t WEBS 5-7=97M 2-11_rDeug 5J 473, 2-io=0�1924E=327MILIC=.976N NOTES- 1)UnbalancedfloorN badsbarebeenconskleretlbrthr de n 2) Recommend 2x str MWcbs, on Mge, sps all" D-0 arM ter Wtoearly lms wed 3-100 (013l' X 3') na05 S ddabadl On be attached to xmils at Star order ends m restrained by other means. 3) CAUTION, Be mt eretl tmss backwards. a) Hango(s) wotha connea n drone(s) shall be povlded Impotent to support cBnceM2tetl bed(s) 251 Or down at 4 412 on top chord. The deslgNsekctlOn of such automation device(s) athe responsiblRy ambers. 5)lnthe LOADCASE(S)secfi0gbasapplledto Metaceot0•x samnWedas"nt(F)orWa(B) ;• LOAOCASE(S) Sol dard 1) DeadLumber lncrease=100, Plate Increase-1 o0 i OF.ni X s (aebabnced) PSE 4f ved.7-1= (L lL--13o qG ((I Comomm yes Loads pb) �jA1 y� •: / Vert a=-218m) i * ;' ........................... :..../ �MARCOS A. RERNANDEZ% 1...•. 113878 :... COR F-12513 November 19,2024 kelmon.g nbnp.�metrmaan��Tesn.res nl nnennne.naeneaeeP.fie.,.,,m.racoa—bear, MiTek® ny dww ce',yye„i .weed 9ueance rega title �� u msN county onamtiwnalmm'ePimcunl anJacslatans Comp nIsroeytnrmmnafion m�m¢tle fiom Ye sweareleumng component pamu eum puxw eomm�enaom) ms]ss3nllunewsmn Jabvss Ory PIy R8539561] UNIT-18 Flo �TvssType Ron, 1 1 Job Reference g^/ Builders Firsl3aace(Carta ,TX), Conrad, TX - 5006, 6 8. Ws5 262024 MiTe M9listr'k,Ix Mon Nov 18115128 2024 P.,1 ID:syWaoathl,r mNM My04lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH 1-3a t t 5# g 2 3 .1 41 s,o 3®n =tY02 8 eddied eddied IA M1iR FMrrJ LOADING (psi) SPACING- z-0U csl. TELL 400 Plate or, DOL 1 W TC T. TCDL 250 Ld. DOL 1 W BC 008 BCLL 00 Rep Stru Ina YES WE 007 BCDL 100 Code IRC2021RPI2014 MatorS LDMBER- TOPCHORD 2x4SP16501`15E or a4 Sp N.jor 2x4WSP SS(0A) BOTCHORD 2x4SP1650F15Eor2x4SPmd aSPSS(flag WEBS a4 SP No 3(flag REACIIONs. (size) 8,AMochan d, 5=058 Max G. 3- 88(LC 1L Y288(LC 1) FORCES. (Ib)-Max Comp Mlax.Ten-]ill force, 250 Ud or less except when shown WEBS 35 283/0, 2J 283N NOIES- 1)Unbaancedfloorw loadshave Teenco ere lorthmdesgn. 2) Refer 0 goder(s)Tor Liters W loss mn2c0ans 3) Recommend 2x6 a did,backsd at , on age, space1" 0 oe and fastened! to eachW Strongbacks to he aOacTa towalls 9Mar outer ends a restrained by other means GEFL. n "a" LHlefl Nd PLAIES GRIP Ved(LL) -0 Ed] >9YJ 360 MT20 2"190 veA(CT) -0 Ed] >993 240 r0a(CT) 000 5 Ned Na Werth 24 do FT=20%F, it%E BRACIRG- TOPCHORD SNx1u21 word sheathing dheclly appiCS a 1116 cc Wdlns, except end vernals. BOTCHORD Rigid ceiling docay applied or l PC cc Trading 3-1BIT IN 131-X 3') nal5 YR . VV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 Arr-,I-o is �wan,se MiTek® acre la.Fe S—.--, ev om° dim I- Fe. �mw�nin1 dos�"I-Folll— e Jabvss �TvssTYPe Dry PIy bill R85395618 UNIT-18 F11 FLOUR GIRDER 1 1 ob Reference/�gg'onaq, Nw Builders Firsl3aace (Carta ,TX), Carrolton, TX- 5886, 8. 3mmN yD4lk Tek Nes, Mon8w3ul115128Doi4 P CW ID ryDJastlVMk hamNrMSMy041kRIC2PSB]SHg3NS9PgnL8w3uITXbGKWrCDoi]JdzIC"H 2xG II 11 3xfi I� bra . 3.fi 11 zw 11 1 2 9 3I 5®n =1Y03 143 II 11. 11 8 ] fi 3x4 = _ 38S Aa Plate ORsets lXYl— 03DFloodE LOADING (pact) SPFCING- 21 O CST. GEFL. In (bc) VUefl t/0 PLATES GRIP TCLL 400 Plate Grip DOL 1 ar TO 011 Vert(LL) Ti01 6 >9Y3 Sr. MT20 244/190 TCOL 250 Lumber OOL 1 P. 016 VEUP:T) -001 6 sic. 24. POLL Renrie HWE a](CT) GOD 5 Na Na B DIL 100 IRC2021RP120 40 Mardi16 Weght 2811, FT=20%E ll%E LUMBER- BRACING- TOPCHORD 2x4SP16501`15E 0r 2x4 SpN.joa WSP SSORR TOP CHORD Structural Swung s8eaN1ng U1rec11y app11M a MN oc p pins, BOTCHORD 2x4SP1650F15EN4SPNoorw SPSS(flag except end varboul WEBS 2x4 SP No Shut) BOTCHORD Rigid ceiling directly applum a 1 DB0 cc ancbg REACTION£ POSE) 5,MeErankal, B=Meaanlcal Max G. 5=608(LC IT 8=519BG 3) FORCES. (Ib) - Max Comp Was Ten -AllRates 250 Uld or less except when sham_ TOPCHORD 21491/0 BOTCHORD 7SWA91, 67=0/491, 5E=01491 WEBS 3-5 67W. 28-679N NOTES- 1) Unbalancedfloor Wekedshavebeenconv]ere f.ItMsde . 2) Re@r to glNegs) formuss W buss connections. 3)Recommend 9556agbecks, on edge, spaced at 1"0 m, add banned each to eabuss voth 3-Did (o 131-X3-)offs Sbmgbad,s To he attached towalls al their order ends a resbalned by BlMr means. 4) Hangtt(s) or order connected demce(s) shall be provided suf cent to suppod mncahirated bad(s)181 It, down at 1-10.d, and 471 Ibdcanat 2S-12cntopchad. Thedesgn/seledlonofwchconnecdondevlce(s)ts NeresponslbllftyaoGec, 5) In the LOAD CASE(S) secbon, ba]s applied t0 Ne face NNe bursae noted as bonf (F) orQ ck (B). LOAOCASE(S) Standard 1) Dead +FUEL LNe (balanced) Lumber Inuease=100 Plate Imfease=l 00 Undone Loa]s(p8) Ved 5 20 14 =-130 Concentrated Loads NIB) Von 3=-422(F)9=-159(B) ySPS�Of F'rgS. 11 S. Al MAW A. HERNANDEZ ................................ 113878 COR F-12513 November 19,2024 MiTek® Union Po R1539 11 NIT 18 2 Ron, DBuildors Flrsl3aace(Cart F'TX), CartoOlon, TX-15006,TYPa 8tiW s Swr-162024 MiTVdlis1 , Ix Mon Nw 181151292024 P., 51 ID:syBJaoaA kramNr y04lkR1C2PSB70Hg3NS9PgnY8w3uITXbC.K Doi7J CH aid = �5 n 1-31 1�i�r 3x4= 415x311 s®la=rmz 9 LOADING ro, SPACING- 2-0U C5, . TELL 400 Plate or, DOL 1 W TC 011 TCDL 250 wrnMr DOL 1 W BC OD3 BCLL 00 Rep Sdoss Ina YES WE 007 BCDL 100 Code IRC2021RP12014 Moral LDMBER- TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No1w2WSP SS(0A) BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag WEBS 2x4 SP No 3gat) REACTIONS. (size) 5=Me[I¢neai 0=T5 Max G. 5=305(LE IT 8=297(LC 1) FORCES. To) - Max Comp Wax. Ten -7ill ance5250 Uld or less except wren sTown WEBS 3S- 1002�301N NOTES- i)UnhaaneedfloorWeleadshaveTeenco ere rorthmdesgn. 2) Refer 0 goderts)Tor Liters to loss mn2c0ans 3)Recommend 2xfi sM Jbod", on age, spaced at 1"0 or ends taste tlto each BE Slmngba0. to he 30acha to walls 9Nero other ends a de Amon th by oem r eans E) CAUTION, Do rat erect Wss hack UBS 15x3 11 6 5 3x4 = 431 4 3o GEFL. n "a" lMefl "d PIATES GRIP Ved(LL) -0 Ed 7 >9Yl 360 MT20 2"190 VEU(CT) ,U 7 >993 240 Hm(CT) T00 5 War Na Weg10: 2711, FT=20%F, it%E BRACIRG- TOPCHORD SNx1u21 wmd sheathing directly appiCS dv4 Cac pudlns, except end vernal BOTCHORD Rigid ceiling dlreay applied or 1 PC cc Trading 3-100 IN 131-X 3") nai5 YR . VV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 MiTek® now PlY 10 UNIT Builtlers iSaace Un(Cart F20TX), Carnation, TX-15006,Ty 8tiWs Sol' -162024 MU`Vdlis1 , Ix Door Mon N181151292024 Pas, 5620 ID:syBJaWWk a mNr MyD4lkR1C2PSB7OHg3NS9Pgnt8w3uITXbGK Doi7J CH 0.1-8 H t 352 143 II 4x5 = 1 ca II 3zfi= 5xfi= 46= 3x4= .= 1SxI .4= L4= 3xfi FP- Si art= 1 2 3 4 5 6 7 8 9 10 11 12 4rfi= 5vb= 4x5=3xt0 MI.. FP= 1.3 3x4= as, 4x5= S6 4L= bb SP= 3.4 - IST 1" i 1. 13-1. i i 1s" 1e2-0 2 1-0 • z-od z6a 2TT sb-o 2RO 1. 2-1. Plate OflseofXYI- 15TATEdl r13E,k H111]&1-0ECoel 124&1-07 1250-1d13141 LOADING also S-CING- 2"C51. OEFL. In (bc] VUefl t/0 PLATEB GRIP TCLL 600 Plate Grip DOL 1 DOTC 0]9 Ved(LL) -031 P >BIX4 360 MT20 220N93 TOOL 250 LumCec TOIL 1 TO BC 0% vcrduT -058 i6P >425 240 1 Mi8AH5 169/62 El 00 Rep Stru Ina YES WE 0A Hoa(CT) 011 13 Na Na DCOL 100 Code IR=VTP12014 Mabdi Weight 112IS FIT E =20%tt%E LUMBER- BRACING- TOPCHORD 2x4 SP 1650F 15E oc2xd SP No1 w2W SP 5S01 1 TOP CHORD Structural wootl 50eaNIng Ulredly al o142b oc putllns, BOTCHORD 2x4SP1650Ft5E oc 2x4SP No1 or 2W SP SS(flal)'Ex[epY except end veNcels. 11202W OF 240OF 2 BE or 2x4 SP 2400F 2 OF a 2x4 SP D55(flat) BOTCHORD Rigid telling directly applied! or 1" Doc Draping. Except. WEBS 2x4 SP No 3(IMg 2-2-0oc Mace g.19-21. REACTIONS. (sae) 23-0.5 1395d Max G2v 23=1542(LC 1). 13=1542(LC 1) FORCES. (to) -Max CompaBax Ten -Aliflonal Doorlessexcedwhen ohnown TOPCHORD 2�255(V(E 1710N 1-YR O05E=5]80N, 67=-578000,75539M, &10=631", 1GA t=-2556U BOT CHORD 22-23-M472, 2122,Q3588, 19-21=N699], 18-12N5]8D 1718=0,5780, 16-II-03I22, 1S16 rp5gra 14-15-W3586, 13-1&tN1473 WEBS 11-13=-208C/02-2120]9/011-14-OV16102-22=Ctl611, 10T14 153100, 3-22=15390, 1015=011082. 321=(V1083, &I5=1024N, 4-21=101 V0, 8-16=0/590, 4-T9 Gm1, 7-16- SMUT 5 1- 7960 ]-1]=249(469, S18=-1171257 NOTES- 1) Unbalanced Bocalive loatls lave han consMma rartlns aesgn 2) All plates are MT20 plates unless cNcal in flared 3) The Fabrication Tole2nce a1)onrt 20 =11% 4) Recommend 2x5 shopiks, on age, space0 a11" 0 oc and fasten V to each Buss wth 3-100 IN 131° X 3') nal5 Strolgbadsto be atlachato walls 9 Ncti order ends or restrain by other means YR . VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 MiTek® Jab Tn .�Toss Type UNIT-18 N/III FF221 To., Builders Fimisanee(Ceno ,Tx), CamoBoTx n, - 5006, IT'S HH}r� pry Ply ) R15395621 2 8.Ws 51262024 MiTeRM9li/g^/ str'kS, Ix Mon Nw 181151302024 Pagel ID:syBJao VHk mmNr MyD4lkR1C2PSB7OHg3NSgPgn18w3uITXbGN Doi7J CW i8. 6 8 s =c469 1 sx] II m5= 3x6= 1Sx3 II 4.= 6x5= ce EP= ISo II 1 2 ] 4 5 fi 7 8 9 10 11 12 13 1 ]8 29 28 2r 26 25 24. 22 21 20 19 3x6= 15o 4z5= 3xfi a= 45= .1= 15x] Cvb 25-0 i30 1.12 13-1d d 2-9-0 20 12-12 2-T-8 PMIe Ofisets(XY1 018 E6x1 ITS TlC Eller 12101d Edael 126-&1b Edue 15 a 211. 2111-0 2-7. S&d0 4 2 1310-1d➢-1d11320-lC TTTI 2&&0� 2-9-0 LOADING (psg SPACING- 21 U C51. GEFL. In gal Vde. -d PLAIES GRIP TELL 400 P6te Grip DOL 1 W TC 06! l(L VaL) -01119-20 >9Y3 360 MUD24N193 TCDL 250 Lumber DOL 1 TOBC . ved(CT) -020 1420 >817 240 BCLL 00 Rep SoCe Ina YES WB 047 HGOCT) 004 17 Na Na BCDL 100 Code IR=VTP12014 Ma1mS Weight 14410 FT=20%E N%E LUMBER- BRACING- TOPCHORD 2x4SP16501`15E or 2x4 SpNo1w2WSP SS(0A) TOP CHORD Structu21 wood sOeaNng dhecVy appllM a 6 oc purins, BOTCHORD 2x4SP1650F15E.=SPNo1 awsPSS(flag except ell vaficels. WEBS 2x4 SP No3(flit) BOTCHORD Rlgld ceiling dlreNy applied or I"Tcc arrig, Except. GoT oc 0recirg. 23-25,22-23 2-24). Ciacng: 2&21. REACIIONS. (sae) 30=053, 179. .23b-38 Mav G2v 30=8]0(LC 10). 1] 913(LC 4), 23- 222(LC 1) FORCES. (10)-Max Corry Mfi Ten - All forcer 250 p0) or o,a except wlren sM1own. TOP CHORD 2�12950, 3-0=183410 4b-1815N, S-1815N, ll7- 77M.7SN1240 8-9=N124o, 9-11=A15N,11-12=-1956N, 12-13=19WD. 13-14 196w. 14-15- 43 ` BOTCHORD 29 01804, 2&22WP41, 27-28=0118152E-27=0%8152526-0/1381, 23-25=a4Ni69 22-2Y 2381178. 21-22=d1454 2&21=0/1956, 19-20=011956, 1&19ti/1M. 17-18,0M38 WEBS 2 W-1133N, 7-23=143AD, 229-0931, 7-25-OM7, 3-29=66M. 6-25=-967N, 6-261/81526=323N, 16-17=118Vo 423- TP710, 1518=0080, 9-22=0o)85, 1418=71&0,11-22=-999N, 11-21,TB69, 12-21�8613 NOIES- 1)OnBalmadfloorNeleadsHaveOeenco ered1rr10isde n 2) A9 pates are 3x4 MT20 unless olOerwLse 1Mrated. 3)Re[ommend 2,Sstrom]be[ks, on edge, spacN al 10C 0 oc all taste edto eacfl truss will3-10d A)131"X 3")rcel5. StrorgOa[ITW 0e alla[led to walls al Men rotor ends a re ftnuicd 0y oNer means 4) CAUTION, Dr not erect Wss onl, w rd . VV :R MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 ,wA 6v nrp.�metrma4n��Tesr.res rrarnnexnaene.eeP.aarneuse �aro MiTek® �a� ny a',yye„i .well 9ueance rega title �x u ww msN ouany co amtiwnalmm'ePimtunl anJaOS1a,a,g Comp,-nl Soreglaneooen �pue rmmve s6oM�e18uMog component pamu �0.,+.' eomm�enaom) yIress11111uneI,ol— onion PN Qh NIT UBuildors Flrsl3aace(Cart FZ TX), Carnal TX-13006,T� 8tiWs Sw'-162024 MiTVdlisI , Ix Mon Nw 181151302024 P.,'622 ID:ryBJao hUk =mNr My04lkR1C2Ps870Hg3NSgPgnl8w3uITXbC.K Doi7J CW 1g0 3w1 11{-2� 1 3xG 2 3 b4 = < 3x< 5®n =tY02 ITV fsa 11 6 f5x3 II 3x6 - bfi - C B 8 0.4Ar R 0.1A Edue1, 130.1A Efcel LOADING (psi) SPACING- 2-0U C51. OEFL. In (bc) LHlefl "d PLATES GRIP TCLL 400 P6te or, DOL 1 W TC 01S Ved(LL) T ] >9Y3 360 MT20 2"190 TCDL 250 Wonder DOL 1 W BC 010 ved(CT) ,U ] >993 240 BCLL 00 Rep StressIna NO WE 008 HoG(CT) 0.00 5 ad Na BCDL 100 Code IRC2021RP12014 Matru:S Weight 3011, FT=20%E 11%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 w 2W SP SS(flA) TOP CHORE Structural wood sbeaNing directly applies or45-8 oc pudlns, BOTCHORD 2x4SP1650Ft5Em2x! SP N, w2W SP SS(fla1) except end vernal WEBS 2x4 SP 1650F f 5E or2x4 SP No l a W SP SS(fla1)'Exr¢pP BOT CHORD Rigid ceiling directly applied or 1DO-0 cc Trading 35.2-8.2-7,36.2x4 SP No 3(dat) REACTIONS. (s c) 8=0.3T, 5=MCUanlcel Max G2v "16(LC B) 5=316(LC 1) FORCES. (ib)- Max Conr,Max Ten. -All forces 250(ib) or kss except Wren sbmm. WEBS 35 2710,2E=327M NOTES- 1) Untralancod floor Sre bads have been considered for this design. 2)Reter to glyderts) for wssto=s monease s. 3) Recommend 2x5 strom]Lrecks, on edge, spaced at 1Go 0 oc and fastened to each truss wth 3-1Gal (0131"X 3") calls Strongbacks to be attacRV to wails al their order ends or restrained by order means YR . VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 ,WA 6 v nb o.�m.trnabn��Tesn. res n nnen.nexnaene.eeP.be.,.,,re., ,a�Rnense. Mill my traog wsa 9u dwsw Jtle�x u a,. dood,ocnly cn am tiwna.r imtunl and acsl 6YIN4m Co pint sorely lnrnnood n —o u rmmve sonaofdummgcomponeni pamu abo-ai �O�+r' eomm�enaom) ) yts]ss1nll.,Tk.s— Jab F23 �Tvss Type DNIT-18 QAN Fm2Florc Builders Fimisnurte(Can ,TX), CaooOlon, TX- 5006, 618 H �—� pry Ply /pg ) R85395623 J. 4 B.30sSW"62o24 MiTeKlfdlistrieS,Ix Mon Noe 181151382024 Pa9e1 ID:syBJaWWkr mNM MyD4lkR1C?NB7OHg3NS9Pgn18w3uITXbGK Doi7J CW 1� 2� s®la=laoz 1 sxi II 3x6= DS t5u II 1 2 3 4 5 V 5 0 19 18 11 bb= 45=3x10 Ml.. OF 3ca 31fi FP= 4.- 7 8 9 10 11 15 14 a 12 14311 bfi= .1= 4xfi= 25-0 I.1650 12-11-0 15do 25-0 2-60 5-2-0 2E-0 2E-0 Plate Ofise6(X Yl- f6TT81AeCI N2EOce0.t-81 1170.1-0ECuel 1220.1-00.tA( LOADING gel) SPACING- 2" C51. GEFL. In (be) VUefl t/0 TCLL 400 PER, Grip DOL 1W TC 064 Van(LL) -0t9 i5-06 >999 360 TOOL 250 Lumber DOL t W BC 064 VeA(CT) -035 t5-06 >6t9 240 BCLL 00 RepIna YES WE 064 Horz(CT) 007 12 rod, Na BCDL 100 Col IRC2021RP12014 Mardi LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 15E or 2x4 SP Not or W SP SS(aA) TOP CHORE) BOTCHORD 2x4 SP 165OF 15E or 2x4 SP Not a 2x4 SP S,dal)_.Pr 12-19. 2x4 BF 24DOF 2 BE or 2x4 SP 2400F 2 OF w 2x4 SP OSS(aat) BOTCHORD WEBS 2x4 SP No 3(aag REACTIONS. (s e) 21-0. , 12=Mechanual Max Grin, 21=1336(LC 1). 12-1344(LC 1) FORCES. pd-Max Com,umax Teo-Allbrces250 BporlessexcedWan sM1own. TOPCHORB 23 2167N, 3-0=3535D, 1- CMNOOS -= MWT, 6-7-424110, 7S 355110 SAG-216M BOTCHORD 21T21=0/128fi,18-20,4Y3009,1718=01403%16-17=W4343, 1S16-0(3 3,14l5=014D53, 13-14=0"Sfht, 12-13=0/1269 WEBS 10.12=-179M02-21-17ald, IDA3,111329, 2-20 133%8-13=125110, 3-2D=125WN 8-14 12. E-18=N1ai. 7-14=754ro, 4-19=749r), 7-1S-N407, 4n=03G3, 'I5 gw125 1820 2oT PLATER GRIP MT20 220/190 HS MISA 16Wi62 World 99IS FT=20%F, 11%E SNxlu21w d sheaNing directly applied a S 12 oc Wrins, except end veNcels. Rigid telling direay applied or 1Th 0 cc Trading NOTES- 1)OnoalancedBoorlieloadsI Teenconskleredlortlnsdesgn. 2) All plates areMT20 plats unless oN Ge indicted_ 3) All plates are 3x4 MT20 unless oNervnre rndkated_ 4) Roder to glydegs) for Wss to Wss cone cre, 5)Recommend 2s5 strorgLrecks, on edge, spaced at Tho0 oc and fastened to each Buss w 31W(0131"X Y)tall. Shrd,Wcks to he aBacRV to walls at Men oWer ends or daAconed by other means 6) CAUTION, Do not cued Buss backwards. MANGOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 ken �dnn.�metrmanan��Tesn. Ms nl ennen.nexnerene.eeP. e.,.,,m., 3a nnense. MiTek® ny trans 9ueance rega title �x �symn> Sun— u .Sa cod,ony cn am tiwna..imcngl400 weu nsFl aneacslanwne Cumpon,MSorhInforno6m m�m¢tle fiom Ye seoearaieumoig component pamu eumpuxw eomm�enaomt yIr]sslnll.neITa— Jab « �To., UNIT-18 4 Florc Builders Fimisaxee(CarlTX), CaoaNbn, TX - 5006, 613 H S)o II yy = 2 12 3xTi= So 90 Plate ORsoo fXY1 13 018E eel Ito 0-tA EMeL 140-1� 0-141 pry Ply ppgg )) R1539562< 2 8. 35ssor"6J.2024 MiTek�Ifdlis1 , Ix Mon Nov 181151312024 Pagel ID BJwoaW,k r mNM My04lkR1C2Ps87OHg3NSgPgn18w3uITXbC.K Doi7J CH H tSa s®tr=rriz LOADING (pact) SPACING- 2-0U CST. TELL 400 P6te or, OOL 1 doTC 031 TCDL 250 La. D.L 1 PC PC 039 BOLL 00 Rep Stru Ina YES INS 26 BCDL 100 Code IRC2 l P12014 Mardi LOMBER- TOPCHORD 2x4SP16501`15E or a4 Sp No1w2WSP SS(0A) BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 m W SP SS(0al) WEBS a4 SP No3(flat) REACTIONS. Pum) 13-0.5 B--058 Max G. 13=]64(IL 1).8=W2(LC 1) u 7ge 5TS FORCES. (In)- Max Comp Mlax. Ted - All forces 250 Vid or less except wlren shown TOP CHORD 24=1OT M; 3 1422M, 4 5=1 42M56 075M BOTCHORD 12-13=0rb98,1112=1M42210-11-011422, S10-011389, 639001 WEBS 64 99210, 2-13 Whe(), 69=0e%. 2-12=0f553 59-46710, 3A2-509M 3xd = 1668 2a. OEFL. in (bc) Vdefl Do P-MS GRIP Vcn(LL) -0 04 3ID >9Y3 360 MT20 244/190 Vert(CT) -0 07 3 0 >999 240 HmACT) 002 8 Na Na Weird Go do FT=20%E11%E BRACIRG- TOPCHORD Stoauml wand sheathing directly applied w644 oc purllns, except end moral BOTCHORD Rigid ceiling directly applledw 1OO-0 cc hmnrg NOTES- 1) Unbalanced floor We bads have been considered for this medal 2) AS pales are a4 MT20 unless othervnse IMicated. 3) Recommend 95 shongbacks, on age, spaced al 1" 0 oc add Restated to each buss who 3-106 (0131-X 3") na85 SftcabaG to be attached to walls at NeB older ends m restrain by other means. 4)CAUTION, Do mat erect huss backwards. MANGOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 kemooffi.v nnno.�metrman4n��Tesnares nacenonnnexnaeneaeeP.e.,.,,m.,�m3a�nnense. .ens MiTek® ny traog d9ueanceregatie �e u ww w,. sm oarrcn neonemmPowner adaCSIBesonnCmp—aiasamlyinfinenn mm¢tle fiomM snoMrelauMoig compond,ocient pamu �O�+v eomm�enaom) y1s]ss35]llunekUsmn Jab ITn« �Tmss Type UNIT-18 N/III FF225 Flom BUllaers Firslsaaea(Ceoo ,TX), CartOBon, TX- 5886, pt-a H 1q HA .4= 1+5 II 10 I 3vb = 62A r2 a P R85395625 9 1 ob Reference 'o 8. 3mmN yD4lk Tek 7GHq Mon Nov1011i Doi4 P CW ID:ryBJastIVMk �mmNrMSMy041kRICy3B]OHg3NS9Pgn18w3uITXbGKWrCOoi]JIZIC'H 315x3 11 4.4 = 5 a 11 A4 = ] 9.s = Sala: Y=P Plate Ofisets(XYI 20ATE6xl UTIAEUceI. FNTATGA5I LOADING (psi) SPFCING- 2-0O1 CST. OEFL. In (bc) VUefl t/0 PLATES GRIP TELL 400 P'le or, DOL EdTC 036 Van(LL) 0_ S, >959 360 MT20 244/190 TCOL 250 LumCx OOL 1 W BC 032 VeA(CT) -006 S, >S. 240 BOLL 00 R¢p Stru Ind YES WB 015 Hoa(CT) 000 6 do on BCOL 100 CCUe IRC202iRP12014 'Scot Weight 37Ib FT=20%F, II%E LUMBER- BRACING- TOPCHORD 2x4SP1650FL5E o/ 2x4 SpNo1w2WSP SSORD TOP CHORD Strotudil wood shearing UlreM applied o/6-0-0ocp pins, BOTCHORD 2x4 SP 1650F 15E o/2x4 SP No 1 a 2W SP SS(flat) except end veNcels. WEBS 2x4 SP No 3(fle) BOTCHORD Rigid ceiling OlreNy applial or 1 M 0 cc brzcTg REACTIONS. (size) 9=0.5$ 6=D3-8 Max G. 9=439(LC IT 6=447(LC 1) FORCES. (In - Max CompWax .Ten -]ildroe5250(r) or less except when dimm_ TOP CHORD 214Y 0.3-0 "64) BOTCHORD 8? W446, 7S0/446, 67-0KM7 WEBS 4E-19110, 2-9-61610 NOTES- 1) Unbalancedfloor Wekradshave C¢enconvere toolsde n. 2)Recommend2x stro tacks,onedge,spacedalt0-0-0ocaWfwte tltoeachhusswlr3-100(0131'XW)mil Strmgbac-to be Started! to walls at Mar order ends or restaned by after meam 3) CAUTION, Do not cvM tmss backwards. VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 Mill onion PN 5626 NIT 18 DBuildors 6 FZ Door Flrsl3aace(Cana TX), Carrolhon, TX-15006,TYPa 8tiMs Sw'-16202iT1lAk4strieS 4 Me, Ix Mon Nw 181151312024 Pap ID:WBJaoUofhk =mNr My04lkR1C?NB70Hg3NS9Pgnl8w3uITXbC.K Doi7J CH 0.1-0 3®n =1YST 15X1 g i5xt 1 23t6 3 I.4I= Shd= 6h6 12 hfi - 3xfi - i9-0 880 iso z-s-o Plate offsets (XY1— 4(T18 Etlael NO o-tA EMeL Nz o-i-0o-ibl LOADING (psi) SPACING- 2-0U CSI. OEFL. In (bc) VUefl t/0 PLATES GRIP TELL 400 P6te Grip DOL 1w TC 034 Vcn(LL) -0Cin 8-9 SE SS. MT20 244/190 TCOL 250 Lumber OOL 1 W BC .47 VeA(CT) -00] 0-9 >S. 24. BOLL 00 Rep Stru Ina YES WB 026 H.ACT) 001 2 . Na BCOL 100 Eddie IRC2 l P12014 MalrkS WcUM 49lb FT=20%F, it%E LUMBER- BRACING- TOPCHORD 2x4SP1650F15E 0r 2x4 SpNo1w2WSP SSOMB TOP CHORE) Shucludilw dsheaNing UlreM applied a 6-0-0 oc Solids, BOTCHORD 2x4SP1650F15EN4SPN01 aw SPSS(0a1) except end veNcels. WEBS 2x4 SP No 3(0a1) BOTCHORD Rigid telling OlreNy applle0 or 1 TO cc b2nrg REACTIONS. (.e) 1Y-0.58, T=DSB Max GdW 11=6llUC O, 7Y19(LC l) FORCES. (In)- Max Comp Mlax. Ten - /ill forces 250 Did) or less except wlren sb0vm_ TOP CHORD 2�896r0, 3-0-898N, 45 7WO BOTCHORD 10fl-0/527, 4l RNS9N8-9,(/09B, 7A-0/563 WEBS ST=T D.2-11=14110, 58-Ge152-10=w554010=z63N NOTES- 1 ) UnbWmn dflwrFre4a65baaebeenconvere forthisde n 2)Recommen025strm Wbe .onege,spa a110-0-0BcaWlasten t0eachtrusswed3-100(0131"XW)miI Strorgbacks to be aVacRV to walls al Mar order rry s a reshalnM by BNer means 3) CAUTION, Do not erM truss backwards. VV �I :R ...... MARCOS A. HERNANDEZ .......................... 113878 -*— COR F-12513 November 19,2024 ,wA fiv nyno.�metrmanfin��Tesn.res n nan.nexnaene.eeP.fie.,.,,m., ,aRnense. �arono MiTek® ny tr., m%vmn> waceM 9ueance rega title �x wsu ww e.B msN ouairyen amtiwnale+n.'aPtrnwgl a.. anfiaCSla,a,g Compon,MSoolylntormdfion m�m¢tle fiomM snoMrelauMoig component pamu eowm�enaom) yts ]ss35]lluReYAsmn Jab Tn .� �Tvss Type UNIT-18 tl/III FF22] FLGOR GIRDER Mumps Brslsanee(Ceno ,TX), Camotaon, TX- s806, 0.1-8 H 11�3� 1L9 .a 11 fi8= .6 11 t 2 3 12 4 SbS SBS Plate Offsets (XYl- 130STEAMA ft00.1A EMeI.U20.1�.OJlSI LOADING (psi) SPACING- 2" CSI. GE TELL 400 Plate Grip DOL 1 DO TC 0 ]0 Verc TCDL 2s0 camber DOL 100 PC 08] verc POLL 00 Rep Stru Ina NO WG O1. Ric BCDL 100 COOL IR=lUTP12014 Miami pry Ply /g^/ ) R85395621 1 8. WsS 1262024 MiTeRM9listr'kS, Ix Mon Nw 18115132 2024 Page1 ID:WBJaoISdHk =mNr MyD4lkR1C2PSB70Hg3NS9Pgn18w3oITXbC.K Doi7J CH ...-1Y5] FL. In gal Scott Lad PLATES GRIP (LL) T 06 8-9 >999 360 MT20 2"190 (CT) -010 8-9 >955 240 CT) 0.02 ] Na wS Weight W lb FT=20%E 11%E LUMBER- BRACIRG- TOPCHORD 2x4SP1650F15E or 2x4 SP No1w2WSP SSORD TOP CHORD Shucturalw dsbeaNing Ulreclly applies w6-0-0 oc purilns, BOTCHORD 2x4SP1650F15EN4SPNd wzx4SPS8(flal) except end veNcels. WEBS zx4 SP No3(flat) BOTCHORD RIgiO ceiling 0lreNy applum or 10O-0 cc bmcTg REACnoxS. (sze) 11--0.5$ ] B MaxG. 11=1040OO B 7=10B9(LCi) FORCES. NO) - Max Comp Was Ten - All forces 250 Uld or less except v.Ten sbuvm_ TOPCHORD 212090o%3-0=2090N, 45= (YGY0 BOTCHORD 10. 1-OncM, 410,00090, 8-9-0 ON),78=0tli43 WEBS 5 ] 1581,0. 2-11=1302M. 5SOO94 210=011668, 4-8- &T 310=98iN NOTES- 1)UnbalancedfloorF 4adshavebeenconver lortblsde n. 2)Recommend2x strom]Wa .onedge,spa allO-0Do aWfwtetltoeachtwssw 3-10d(0131'XW)miIs S on,b orss to be allacRV to walls at their outer ends w reordir ed by other meals 3) CAUTION, Do act erect Russ backwaNs. 4) Tandems) or other connected demce(s) shall be Pounces! suRBerd W supporc countermand bads) 9401b down at 4-5-0 on tap chord. The desgNSHeclun oRsuch connection devlce(s) Is Me dop,nsldlRy a mb s. 5)Inthe LOADCASE(S)secbon,ba]sappledtoMe%a NID bussarendesasfront(F)orQck(B). ' LCMUDIM SE(S) Standard 1) Dead +Fluor Ton, (balanash Lumber lnaease=100 Pace lmfease=100 \� Undorn Loads buff, OF. '%, veK ]-11=z0. iL=-13o 11 PS ... 9S Concentrated Loads Ohl :G �! Von 4- SCRIPT ............................:...... . ERNANDEZI% ��1...M................ .COS .AR 113878 :... COR F-12513 November 19,2024 kenoduffi. damli use, �aro MiTek® ny 9ueabe—lJtle�� dww u rysG a,. .sa comy'cn amtiwnalmm'.Ptrnwgl and acsl Braun co s—int sorely lnrom�fim —o u rmmve souMofdo tuu Drumm. pamu �Om+.' eomm�enaom) yIs]ss1nllunews— Jab Tn « now a PIy I2 R85395628 DNIT-18 F28 Ron, Florc 2 1 Job Reference g^/ Builders Flrsl3aace (Carta N/m ,TX), CartoOloq TX-5806, 6 8. 35s5 262824 Mire M9listr'k,Ix Mon Nov 181151322024 Pa9e1 IS ryWastNHk mmNr MyD4lkRICiPsB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH �r 1 34II 2 3 a4- 4 3o II 3®la=r102 LOADING (psi) SPACING- 2-0U CST. TELL 400 Plate or, DOL 1 EdTC 012 TCDL 250 wmOer DOL 1 PC PC OD] BCLL 00 Rep Stru Ina YES WE 006 BCDL 100 Code IRC2021RPI2014 Malydi LDMBER- TOPCHORD 2,,4 SP 165OF 1.5E or 2x4 SP N.jor 2WWSP SS(0A) BOTCHORD 2x4SP1650F15Eor2x4SPmd aSPSS(flag WEBS 2x4 SP No 3gat) REACTIONS. (sae) 8,=Mec1¢nea1, 5-T5 Max G. 8275BO IT 5- 5(LC 1) FORCES. Vd-Max Compadax.Ten-/ill forces 250(10) or less except when shown WEBS 35 26410, 2�264N NOTES- 1)Onhaancedfloorw loadshavebeenco ere rorthmdesgn. 2) Refer 0 goder(s) Tor Liters to loss mmecOms 3) Recommend 2x6 a did,hacks, on age, spaced at 1"0 oe and fastened! to eachW a toS on,backs to he a0achwalls 9Mar outer ends a restrained by other means 6 DEFL. n (bc) VUefl T d PLATES GRIP Ved(LL) C Ed] _SL 360 MT20 2"190 veA(CT) -0 . ] >S. 240 Hm(CT) 000 5 Ned Na Weg10: 28 do FT=20%F, 11%E BRACING- TOPCHORD SNx1u21 word sheathing dheclly appiCS a 111-0 oc Wdlns, except end vernals. BOTCHORD Rigid ceiling docay applied or 1 PC cc Trading 3-100 IN 131-X 3')nal5 YR . liV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 MiTek® Union PIN NIT 18 9 Ron, OBuildrors Frsl3aace(Cart FZ TX), Cartoon, TX-15006,Ty 8tiWs Sw'-162024 MiTVdlistrieS, Ix Mon Nw 181151322024 pap1629 ID BjaoUVTk r mNM My04lkR1CiPSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH I� 1 3x4 II 2 3 3x4= a 3x4 II 3®n =1Yo3 311 1no11 ] 6 . 3 LOADING (psi) SPACING- 2— CM TELL 400 P61e or, DOL 1 Ed TC .12 TCDL 250 Th. OOL 1 W BC OD] BCLL 00 Rep SUE Ina YES WE 0he BCDL 100 Code IRC2021RPI2014 MA,,,S LDMBER- TOPCHORD 2x4 SP 165OF 1.5E 0r 2x4 SP No1w2WSP SS(0A) BOTCHORD 2x4SP1650F15EN4SPNo1 cow SPSS(fla1) WEBS 2x4 SP No3(flat) REACTIONS. (sae) 8=63$5=M6TaNceI Max G. 3264(LC IT 5264(LC 1) FORCES. IS) - Max Comp Mlax. Ton -]ill forces 250 (10) or less except wlren Stowe_ NOTES- 171lnoalanced floor Ilve badre s Naee On considered Rif this dial 2) Refer to gnder(s) for truss to BUSS cnnpadds 3) Recommend 2SE stmogOacks, on edge, spocc4 at 1" 0 a and hastened t0 each BE S°ooghaG to the allotted to walk at Heir order ends or rest2lned by older means. 9d 3.4 CEFL. n (bc) Vtlefl Ud PIATEB GRIP Ved(Ly -0go ] >9Y3 360 MT20 2"190 veA(CT) -0 W ] >993 24. Hm(CT) 000 5 Na No Weight 2811, FT=20%F, 11%E BRACIRG- TOPCHORD SNx1u21 wood SheaN1ng directly applied a l94 oc pudlns, except end verbal BOTCHORD Rigid ceiling directly applieda 1OO-0 cc 02nrg &10d (0131-X 3') o2M1s �I :R ...........................:.... MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 MiTek® Jabvss Dry PIy R85395630 UNIT-18 F31 �TvssType Floc Gitlx 1 1 Job Reference g^/ Builders Firsl3aace(Carta ,TX), Corral TX - 5006, 6 8. Ws5 262024 MiTe M9listr'k,Ix Mon Nav 18115133 2024 P.,1 IO WBJaWodV kramNr My04lkR1C2PSB7OHg3NS9Pgn1 3uITXbGK Doi7J CH 1g0 3w1 1{-2� 1 3xG 2 3 b4 = 9 < 3xt ...-I M2 1m II 3x6 - d38 438 t 5l3 II 6 5 LOADING(psi) SPACING- 2-0U C51. OEFL. In (bc) lMefl Td PLAIES GRIP TELL 400 P6te onp DOL 1 ED TC .21 Ved(Ly T an 6 >9YJ 360 MT20 244/190 TOOL 250 Lumber OOL 1 GO BC 011 Ved(CT) -0m 6 >993 24. BOLL 00 Rep Stru Ina NO WE 012 Too(CT)TOO 5 rVa Na POOL 100 Code IRC2021RP12014 MabouS Weight 301b FT=20%F, N%E LUMBER- GRACING- TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(0A) TOP CHORD S4rctmal wood sneafth, directly applied or45-B oc purllns, BOTCHORD 2x4SP1650F15Em2x! SP No1 or 2W SP SS(M. except end vernals. WEBS 2x4 SP 1650F 15E or2x4 SP No 1 a W SP SS(0a1)'Exr¢pP BOT CHORD Rigid ceiling dlreNy applied or 1OO-0 cc 02nrg 35.2-8.2-7,36. 2x4 SP No 3(0at) REACTIONS. (s¢e) 8=038, 5=Me hanlcel Max Gran, 84.5(LC 1L T 1(1W(LC 1) FORCES. (IN) -Max Con,amax Teo -All faces 250 Old or less except wirer snmm. TOP CHORD 45 664N, 23- %9M BOTCHORD 7SOev% 6-I=0(J69, 5b=0/369 WEBS 35---511M. 2-8=-511M NOTES- 1 ) Untralancedfloor Webadsrarebeenconskl frtnlsdesign 2) RdmT f glyder(s) fr Wss f tmss mnnecficm, 3) Recommend 2x6 sborgbacks, on edge, spared a11" 0 do, and Reached to each Loss who 3-Mot (0131' X W) nal6 . Or b Strorgleces e aOached 0 walls aliM oNeT errQs w restrained by cater means rg 4) Haa(s) a other connection devlce(s) shall be povlded sut0cent to su spod concentrated bed(s)1931b down at 1-0-0, and!204 Or Saidal 344 do trip and. The d¢gn/sekcVm of sum cormalbn corbels) b Me responsNOlty orotheds ir 5) In e LOAD CASE(S) serban, bars applied Coate face of the boss are rated as tent (F) or Lock (B) LOAD CASE(S) Slandad 1)Oead+Floor tm(balanced)Lumber mcrease=100 ISam Increase-1 o0 OF L\\ TF'I \I Undoml Loads Ugh Vert 5J 2D 14=-130 ....... yS:' • •Of 11 Cmrcenbated ltuds pq I Ved 4=-5522--10. m9,-146m) MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 ��ro��ea is wan,se MiTek® acre tr.m c ee-ssenm-t-r �m��t a. Jabvss Dry PIy R85395631 UNIT-18 FB20 �TvssType FLOUR 10 1 Job Reference g^/ Builders Hrsl3aace(Carta ,TX), Ca sg1-,TX- 5006, 6 8. Wa� 262024 MiTe M9listr'k,Ix Mon Nw 18115133 2024 Pagel ID:syWaatlVHkr mNM My04lkR1C2PSB7OHg3NSgPgn18w3uITXbC.K DoiTJI CH 5®@=1Y16 3 ur3 II 4.4- 6a4II T fi LOADING (ps1) SPACING- 2-0U CSI. GEFL. In pact LHlefl Wd PLATES GRIP TELL 60.0 PISIe Gnp DOL 1 UpTC 044 Ved(LL) T od S , >9YJ 360 MT20 2"190 TCOL 30.0 Lu—OOL 100 BC BAB veA(CT) -00, S, >933 24. BCLL 00 Rep Stru Ina YES WE 021 Hm(CT) 001 6 Na WS BCOL 100 Code IRC2021RP12014 Madras Weird 341b FT=20%F, it%E LUMBER- BRACING- TOPCHORD 2x4SP1650F1.5E od a4 SpNo 1 or2W SP SSORB TOP CHORD ShucWral wootl shearing Ulreclly applied od6-0-0ocp pins, BOTCHORD 2x4 SP 1650F 15E N4 SP No 1 a w SP SS(0ag except end verbals. WEBS 2x4 SP No Shah BOTCHORD Rigid ceiling directly applleO or 1 DO-0 cc 02nrg REACTIONS. (s c) 9,Mecranad, 6=Mdaan cal Max S. 9=581( O IT 6=58NLC 1) FORCES. (r) - Max Comp Was Ten - /ilHorces 250(r) or less except when shovm TOP CHORD 21L93/0, 34—fo3M BOTCHORD 8? W!13,7SOrb93,67-0eeE WEBS 4b6 ]15A)2-9= MAD _T7-0271 NOTES- 1) Unbalanced floor We keds have Ceen considered for this Jesyrt 2) Refer to goda(s) for Wss W Bass connections. 3)Recommend 95 strmgtacks, on age, spaced al 1"0 do and Rasta W to eaclnrns who 3- Too (0131-X 3")narS St ongbaGs to be attaches Toxalls ather order ends ce reshalned by other means. VV I. aI . n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 aroaIis �ean,se�ea�arw� Mill tra loce-�enm-l-N m l redisec Jabvss Ory PIy R15395132 UNIT-18 FF01 �TvssType Fla, 3 1 Builders Hrsl3aace (Carta ,TX), Carrolton, TX-5006, Job Reference g^/ 8. 30s5 26202d Mire M9listr'k,Ix Mon Nov 181151342024 Pagel 6 ID syWastIVMk mmNr MyD4lkRIC2PSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH 2N b30 rl 12 a 23d 1-11-12 1-11-12 2d4 Sa@=t117 Md 2.4= 3x4 d3x4 2xd i T18 = 83g= fi 3xfi = b38 na b38 b3-0 LOAOINO (psi) SPRCING- 2-DO Go C51. OEFL. In (bc) We0 W PLAOES GRIP TCLL 400 P6(e DOL iDO TO 00 Vert(ILL) -001 7A >999 360 W20 24 190 TCDL 250 Lumcer ROL 1 W BC 014 VM(CT) -0@ 1A >9YJ 240 BOLL o0' Rep Strgs mO YES WB 0 7 Hco(CT) 000 6 n2 n2 BCDL 100 Code IRC202WPI2014 Moral Wini Goo 7 >999 240 Weight So FT-W3 LUMBER- BRACING - TOP CHORD 2v6 SP 2400E 2 OE or 2x6 SP DSS or 2x6 SP M 31 TOP CHORD 2U-0o, podlre (6JW may.) 1-5, except end veNcals_ HOT CHORD 2x4 SP 1650E 15E or 2x4 SP No 1 or WSP SS BOTCHORD Rigid telling energy applied. WEBS 2x4 SP No3'ExcepY 1$9F 2rt SP 2400F 20E m 2x6 SP DSS or2x6 SP M 31 REACTIONS. (.c) 8=0 6=0. Max Uplift 8=-29(LC 8). 6= MLC 8) Max G2v 8=603(LC D) 6--E03(LC 1) FORCES. (Ib) - Max Corti Ten -All forces 250 pb) or less except wlren sbmm. TOP CHORD 23 ,IW160, 3-0=540%60 OCT CHORD 7�14014056-7=140p05 WEBS 2�CWHO, 4{ 09210 NOTES- 1) Wnit ASCE 716, VuV 115mph (3-sttwid gust) S VasdimCD ph. TL=6 Op f. BCDL=6 Opsf, h� ft, B=55$ L= W,, eavc=4ft, Cal. IL Exp B; Enclosed, MWFRS (directional) add C C CoUhSCRrone, caMBeverteft and dghlex see0 C-C for mem0ers and forces 8 MWFRS formactbns Stoehr, Lumber DOL=1 W plate gdp DOL=160 2) ProvMe adequate drainage W prevent eater funding. 3)Tts buss has been tled ed far a 100 W Bottom mod live load nonwncurtent with any other live bads_ 4)'T61struss has been designed for a Ina, lead of 20 Opsr on the belsom chord 1n all areas Mere a rectangle 3 tall by 2-00 voile wR fit bebi:een Me WMm chord aM am oBR, members_ 5) PmvNe Mechanical conneclion (by others) of Miss W beam,, pate capable of withstanding 10D lb uqm atpunted 8, 6 6) This Mass doin rea8es Mhal a minimum structural 7116" stucol wood sheathing be applied aMrd gypm remy to the top cand Ice su sheebock be applied d1recO) to 8o MOom chord 7) Graphical pu01n representation Oces not retold the sae wthe orientation of Me poor along the top motor WOone choN_ YlT :. 1 VV n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 MiTek® Jab Tn Type UNIT-18 N/III FFFF02 Fla[ Firslsanee Build (Ceno ,Tx), CertO&on, Tx- 5006, 3s2 I 6&12 362 12-1. 3. = —� a6 Ih 7171 IryCI 2 h;l pry Ply /g^/ ) R15395633 1 8. WsS 1262024 MiTeRM9listr'k5, Ix Mon Nw 181151342024 Page1 ID:syBipwivHk unaMrhtSMyD4lkRIC2PSB]0Hg3NS9PgnUNrM TQGMNrCDop7I CH 311E M. }2-10 3 2 ® =1225 z.4h��1 hry��h3�rt= Ihl 3 Ihl I� M Ihl I7 1 ] 6 Sa10 = 3xfi - 68-12 6512 1}" 6812 LOADING:00 SPRCING- 2-DO C51. OEFL. n plot) Met! W P- S GRIP TCLL 100.0 Plate Grp DOL 100 TC 063 VdMLL) -00] ] >999 360 MT20 24 190 TCDL 250 Lumber DOL 1 W BC 044 VdMCT) -010 6-7 >999 240 BCLL o0' Rep Stress mO VAR B 087 H.ACT) 004 6 Nor n2 BCDL 100 Code IRC202WPI2014 Mall Wini 002 ] >999 240 WeJgM 73M FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 1650F 15E m 2x4 SP Nc 1 w 2w1 SP SS TOP CHORD 2U-0oc radlre (b]-] map.) 1-5, except end! verdcals_ BOTCHORD 2x4SP1650115E 1w2WSPSS orWSPNo BOTCHORD Rigid telling energy applied. WEBS 2x4 SP No.3'ExcepY 1d 2x6 SP 2400F 2 0E ar 2x5 SP DSS M 2x6 SP M 31 REACTIONS. (we) 8=0.58, 6=M6TaMcel Max Uplift B-46(LC 8). 6-16(LC 8) Max G2v 8=1]65(LC 1).6=1766(LC 1) FORCES. did- Max Conn,Mpx. Ten - All brces 250(to) or less except pother sbmm. TOP CHORD 1d 39]O8, 2-3=252=, 3d 5=156 IkpO4 BOT HORD C7�28411898, W 29W1936 WEBS 2�221 BKPW62-7�5,3-]=7681154, 4-7-4W29, 4L6 276o57 NOTES- 1) Writ ASCE 7-16, VuV11ttwi 5mpb (3-sd ghat) VasdSimCD ph. TL=6 tipsL=6 . BCDOpsf, h� ft, B=55$ L= W,, eavc=4ft, Cat. IL Exp B; Enclosed, MWFRS (dcMlowg add CC Comer(3) one, caMhlever eft and night expose0 C-C for reaches and Maces 8 MWFRS for reactions sbmm; Lumber D01-160 plate gdp D01-160 2) Wwlde, adequate drainage M prever pater pondmg. 3)Tbs buss has been ded hot Mr a 100 W Whom cocoa live load nrnwncunent with any order Ire bads_ 4)' This truss has been designed Mr a Ire lead of 20 Dpsf on the Cotlom chord In all areas where a rectangle 3 talI by 2-0 voile WR fit Oelween ode Wtmm chord add a, oBRr members_ 5) Nader M goden(s) our buss to buss conneclkva 6) Pmvlde Mechanical connection (by others) of truss to bearing plate capable of wthshaMing IDo Iblift al uplift 8, 6. ]) This Noss design requires Mot a radial v 71W structuralwoad sheathing be applied directly t0 Me top chord and 12-gypsum sheeboMe ode applied Oil" to e NMom [hood B) Graphical pudln representation does act repaid the s¢e or the orientation of ode Morin along Me top and/or Wuom char. VV MARCOS A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 ,poA nyp.�metrnadn�nanTesn.res nh Lnnen.nexnereneaeeP.6e.,.,,re., 3a�nneuer, �aro MiTek® spin spoup, pod on ge—I 9ueanboo—pu dww u stleap rysH appy. .pM ouaiy'co amtiwnalwm'ePimtunl and pats/ 6und4m Component seaery hnammi6on �pue ammve sweanheumogcompneuh Aamu �O�+r' eommponenaom) yIs]ss1nllunews— Jab vss ONIT-18 FF03 Builders rudgooce(CUM ,TX), �Tvss Type ROOF SPECLll GIRDER CartoBoq TX- 5006, 16fi �/16fi 2 p Ply /g^/ ) R15395634 1 8. W s 52 262024 MiTeRIT1191istr'kS, Ix Mon Nov 181151342024 Page 1 IDWBJicrURTk mmNr MyD4lkR1C2PSB7OHg3N5gPgn18w3uITXbC.K Doi7J CH 19A 2E1 3LA 0.&L 6614 1-0fi 4 lr3 o-d fi bv8 = exs = at, = 9 3E9 9 4 Plate ORsets (XYl- 7Od-0-0OdA1 !-BINDING (psi) SPACING- i-0U CSI. GEFL. In (bc) Vdefl t/0 PLAIEB GRIP TELL 1000 Plom But 00L 1 W TC 010 Ved(LL) -0 do] >959 360 MT20 244/190 TCDL 250 LumMr DOL 1od BC 011 Ved(CT) -0.1 ] >999 24. BOLL 00' Rep Stru Ina NO WE 022 Hvg(CT) 000 6 Na No BCDL 100 Code IR=117P12014 Mal]Ix-MP WIM(LL) 000 8 1999 240 Weight So it, FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 Fir 2x4 SP SS TOP CHORD 2TS oc WrIMs[ 15. except end veNcels x6 BOTCHORD 2SP 24WF 2 OF or 2n6 SP DSS or 2x6 SP M 31 BOTCHORD Rgld ceiling directly applied o]10O-O oc Mxing WEBS 2x4 SP No 3 REACIIONS. Doe) 8=05$ 6=M6TaNcel Max G. 8= 55LLC 1). 6=ZeRdLC 1) FORCES. (It,) -Max Comp MISS Ton- All farces 250 Vid or IRS; except wren sbmm_ TOP CHORD 1S 295N, 2�WGA , 3-0=920.N, 36=295N BOTCHORD IS11673, 67=011613 WEBS 2�186IN, 2-7-Mm 517�390, 4- 1)1805 4f 186]N NOTES- 1) 2-ty Vass to be connected together wed 101 (0131 NY) nails as falbws_ Tap chords connected as fillours_ ad-1 Rai at 09-0oc Bottom BUchoras ds connetled Tolima2x6 w-- 2 ones sl],s0. led at oc. M, connected as foYovs: 20 -1 me, a1(L9C or, 2) AS bads are mnsldeled equally spared to all plies. except IT acted as fiats(F)or lem,(B) face in the LOAD CASE(S) Reach Ply to pry connections rare been provmed to disNbme only loads noted a (F) or (B), unless olbeerxtse trdlceled. 3) Word ASCE I-16; VuR-fl ngto (3-second gist) VasdSflmph. TCDL=6 OpsE, BCD1=6 Opsf, h�tOV; B,5511, L=251[ Form 411, Cat. IL ESP B. Enclosed; MWFRS hicectionaq, caMdrousl :ft and nghd exposed; Lumrer DOL=160 plate gnp DO1=160 4) Pmvlde adequate d2bage to prevent water ponds, 5) This gross leas lasers desgned For a io 0 psf ro0om ailed mul live load nom�crent with any other Ins, bads. 6)-TMs s ashas hear deslglred for a We be Wad of 20 Opsf on thy, m Used In aareas wTere a rectangle 3b0 tat by 2-DO vide .1 IS between the Innom chord am a, mha me nhers_ ]) ReRr to glNer(s) for truss W Vuss ce reacts s 8) Laid case(s)1, 2, 3, 4, 5, 6, ], 8, 9.10,11,12.13, 14.15,16. P, 13. 19, 20, 21, 2 , 23, 24. 25, 26, 27, 28. 29, 30 baLsave been mWftied. BulMeg d¢,it must review bads to verity Nat they are comA BUT Me intended use a its tr s 9) G2phical pudN repM,,F ddn does Mat depict the Sam or Me aneNatlon of the puffin aing Me top and/or Whom chord. 1 )Hanga(s)or other conn`mUn device(s) shall be pmvNed sufficient to support comvnhabd bad(s) 1756 to doom am 5616 up at 1 -7 -0onlnVam C1UmJ The de51gn5eleun orsudr on2atbn devlce(s) tithe respanslNhty mothers. LOAOCASE(S) Standard 1) Dead +Mach Love (ed6rrczd) Lumcer Inaease=i 00, Plate Inoeasex100 Unknor Leads (BUT, Veit 15=53I. 68=-10 ConcerNaled Leads No) Vert .]=-ns6(F) -e.um—MIMS-11inhonneen,sese or F � 4S 11 .Y 11 MARCOS A. HERNANDEZ: ....;......11387 ....11387 8....;...� �.nFSZ/CENSE'a."*,,% i COR F-12513 November 19,2024 Mill Joh n's TYPE PIy R8539563d ONIT-18 FF03 ROOF SPECLll GIROER �NOU I 1 2 IYJ6, ob R24 kdrnal\, Builders FimiSaace (Carta ,TX), CartoObq TX- 5806, b 8. 3mmN MU"k Page Tek irks, Mon Nov1811i Doi4 CW IO ryOJastIVMk �amNdiSMy041kRIC23B]OHg3N59Pgn18w3uITXbOKWrCOoi]JIZIC"H yD4lk LOF00113E(8) Standard 2) Lead .075 Roof Lou, dalanced): Lumber Incraase=100, Plate Imfease=l 00 Unrtmm Loads (pin vert 1�160, 6A=-10 Cmdrentrmed Loads did ved:]=1429(Fl 3) Lead+UnlnbabraMe NNE WNtout Storage Lumber ImPeCre, 125, P6te Increase-1 25 UnRorm Loads (pit) Ved: 15 50, 6s=-20 Concentimed Leads pb) Ved:]=-569(F) 4) Dead +06 MWFRS Wind (Pas Internal) LeR Lumber Increase=160, Plate Increase=160 Unamm Loads (pin Ved: 1=15. C+B=b Concentrated Loads Old Wmrt 52(F) 5) Dead + O 6 MWFRS Wiind(Pos_ IMm ea) Right mbtt Increase=160. Plate Increase=160 Undurm ads Lo(pin Ved: 1S 15"-= concemmmed Loads and vert 7=52(F) 6) Lead +0 6 MWFRS Word (N y. Inbreed Left- Lumber orrem,160, Plate Incras,160 Undml oLoads(Put Vert. 1� 34, 6A=-10 Concabated Loads (N) Ved 7=56(F) ]) Dead +06 MWFRS Word (Ned. Inemm) Night Lumber Increase=160, Plate Increase -I 60 Uniromi Loads(put Vert 15 34, 68=-10 conceno-med Loads No Vert »6(F) 8) Lead +06 MWFRS Wind (Pos. Internal) 1st Parallel Lumber Increase=160 Plate Increase=160 UOao. Loads (pin Ved 1b 27, 6A=E Concemated Frads(N) Vert]=52(F) 9) Dead +0 6 MWFRS Wind (Pas Internal) 2nd Parallel Lumber Increa,l60, P6te Incfi60 Undmm Loads (pin Verc iti`--4405 , 6A= Concentrated Loads (N) Vert 7=52(F) lm Lead+06 MWFRS Wmd (Neg_ lineman 1st Paallel LumM Increase-160, PIme Increase=160 UnRarm Leads Um) Vert 1S M4, 6d- 10 CwcenVated Leads (N) 11) Lead +06 MWFRS Wind (Neg. Internal) 2nd Parallel Lumber Increase=l W, Plate Increase -I 60 Unseat Leads UAn Ved: ice- .6d 10 Cancenated Leads pb) Ved ]=mdF) 12) LwLL Lumber increa5e090, Plate Increase=0 90 PIL metals 90 wawm Leads Nm Ved. 1S=-530, 6d 10 cwrenated LwdR Uld Ved ]—[46(F) 13)Lad+0]5Rwalce(bel.)+0]5(06MWFRSWM(Neg. MULCH) Lumberincrease=160. Plate lrum a l60 Unamm Leads ((.Yn Vert 1S 7M, 6d=ID Cwcenrated Leads pb) Ved.]=6(F) 14) Dead +0 75 Rw1Lrve dal) +0 ]5(06 MWFRS WnM (Neg Ind Rgbd: Lumber Inceease=160, Plate Increase-1 W Unaarm Leads Not) Ved 1-5=-7M,, 6d 10 Cwrenrated Loads pb) Ved-]-6(F) 15) Lad+0 ]5 Rw1Lwe (bat)+0 ]5(06 MWFRS WiM (Ned Ind 1st Parallel): WmLer Increase=i 60, PIme Increas�i 60 UMorm Lcei U g) ved 1�75,1, 6d=10 cgncenr4tM Loads Old VerL ]x,(F) 16) Oad+075 RwlLove, dal) +0 ]5U) 6 MWFRS Wind (Neg. Ind 2M Parallel: Lumber Increase-1 W. Plate Increase=160 Woman Leads din Vert -1-5=-0646d=-10 Concema(ed Leads gin Ved: ]-(F) g" deoanPaoometrna,it n�11OTESONTEsA4nIncbunE)MIFEREFERENCERomeMIFRCu..1� 3erFeRbusb. MiTek® �e eeae�a ro ny traog oww e,. weaned ouairyen amtiwnalmm'aPtrnwgl u and acsl Berem comvonem sonny lmnnaren -opue rmmve SeretanlaoMng Eomponeni pamu Fing—i9ueanceredo title �� rysM yIn 7ss1nllunewsrnn �O�+e' eomm�enaom) Jab Tn« Type Dry ply R153951M ONIT-08 FF03 �Tvss ROOF SPECLll GIRDER 1 q L Job Reference/g^/ ) Builders Flrsl3aace(Carta N/m ,TX), CartoObn, TX- 5006, 6 8. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115135 2024 Page3 IO syWaWofflkr mNM My04lkR1CiPSB7OHg3NS9Pgn18w3uITXbOK Doi7J CH LOAD CIISE(5) S mclar0 1])Pd+06MWFRSWMJMm. LeRLumbrimtease 90,P1a@lnoa5 DW9 metal=090 UNmrm Loans (pll) Verl i 5--0 , 6d-- b CwcsNated Lw05 (lb) Ved.-2(F) 18)Oea0+ 06 MWFRS Word Mon RUM Lumber lnaeas OM, Plate Imfwse=090 PR mefalO90 U.,M, Loads (q) Vert: 1, 463,6E-�i Cq Udrded Lwas pb) vert 7�52(F) 19) Reommi OeM+06 MWFRS Wind (Pos. Intemal) LeR Lumber Increase=160, Plate Inummse=160 UnBumn Loads (pM Vert 15-415,6E Cwrernr ded Lwdspb) Ved 7�62(F) 20) Rev 1 Oea]+06 MW RS Wtnd (Pos_ IMemag RUM Lumber Increase=l W. PMte Incmase=160 Undamn Loads (ptl) Ved 1S 415,6E eonreubared Loads pb) Ved. 7—t62(F) 21) Reversal. Lead! +06 MWFRS W.d (N y. Internal) Left Lumber Icrease=160, Plate Inc -1 60 U.,0. Loan (ptl) VM 1S-S ,6�10 canrentreted Loads pb) Ved-T—t58(F) 22) Reversal Lend+06 MWFRS "d (Neg. Internal) RgM Lumber lud eae=l 60, P6& Izrwse=1 W UMmm Loa05 (pll) Vert . 1�S ,6d=10 concemrareo Loan db) Val 7�58(F) 23)Reverser! Lend +06 MWFRS Wind (Pus Internal) 1st Parallel: Lumber lnoeas lW, Plate Increase=160 Undamn Lords (p0) Vert 15-427,6E C rmffr'afed Lwn(lb) Vert 7�62(F) 24) Reversal. Lend+06 MWFRS Wnd (Poi IM mal) 2nd Parallel Lumberincre e e 160 Rmr Inaease=i W Uniform Loads (pti) Val 1E=-440, 6E Cwcent2tetl Loan (lb) Ved: 7�62(F) 25) Reversal Lead! +06 MWFRS NfiW (Neg Internal) 1st Panalkl: Lumber mm, se=160, Plate Inaem,l W UNmmn Loads (ql) VerL 1S 534,6d=10 CwcaNated Loads (lb) Ved. 7`.58(F) 26) Reversal Lea]+06 MWFRS Word (Ne¢ Imemal) 2M Pa21kl. Wormerh¢rease=i60, Plate Inawse=1 W Unilamn Loan (pt) Vert 1, 534, 6d 10 cancemreled Loads pb) vat 7�58(F) 27) Reversal OeM+O 75 Roof Lrve (bal ) + 0 ]5(06 MWFRS Word (Neg. Int) Left). Lumber ldcre e l 60, Plaie Increase-1 60 UnRumn Loads (pm Vert 1 5- 764, 6E=-10 canrentrered Lwn (lb) Ved 7-1192(F) 28) Reversal Oea]+O 75 Rwf Lm (bat)+0 ]5(06 MWFRS Word (N , Int) RUM) Lumber Incem,e=l W. Place Imes¢=l60 UndOmn Loads (ptl) Ved 1S 764,6E 10 eancerimbed Loads Ub) Ved ] 1192(F) 29)Reversal. Lead! +0]5 Roof LNe(bal)+0]5(06 MWFRS Wnd(Neg Ind) W FmmHJ): Lumber Inaea l60 Plate 1.. 160 Unifamn Loan (ptI) Vert 1, 7", 6d 10 Cmcemrered Loads pb) vM T 1192(F) 30) Reverend f OeM+O 75 RW Lone (bal )+0 ]5(06 MWFRS Wind (Neg. Int) 2nd Parallel)[ Lumber Izm,em-1 60, Plate Inaeac=l 60 Undarm Loads (ptg Val 1E=-764, 6E 10 C rerNatel Loan(lb) Vert ] lI92(F) Ar-,I, nacre wan,se. MiTek® ev om° e nor -R .Ro�171=,11hul u�Kg Jab Tn« Ty W Ory PIy R85395635 UNIT-18 RW01 �Tvss Flom Su,aamdi Gad. 1 1 /g^/ ) Builders FrslSaa.e(Cam N/m ,TX), Carrolton, TX- 5006, 6 B. 30s5 262024 MU";I listr'kS, lx Mon Nw 18115135 2024 Pagel ID:ryBJaWUfhk =mNr MyD4lkR1CyP5B7OHg3NSgPgn18w3uITXbC.K Doi7J CH ... -I lug 1 f 1a1-o 1q-1-o LOAGING Sol) SPRCING- 2-DO CST. GEFL. n pec) Poe8 W TCLL 400 P6te Gnp DOL 1CO TO 008 Val(LL) Na - Na 999 TCDL 250 Lumcer DOL 1 W BC or, VeMOD Na - Na 999 SCLL 00 Rep Strgs Ina YES WE o04 Hmz(CT) 000 10 Na nh BCDL 100 Case IRC2021TF,2Dl4 Maya-R LUMBER- BRACING - PLATES GRIP MT20 244OW Wapht 47m FT=20%E 1l%E TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal) TOP CHORD ShucN2l wood sheMNllg Uhectly applltlw680 oc Wrllns, BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No1 w2WSP SS(0ag except end veUTCIIK WEBS 2x4 SP 1650F 15E or 2x4 SP No1 w 2W SP 5S(flag BOTCHORD RgM telling dlredly applied or 1 D Doc Mash, OTHERS 2x4 SP No3(flat) REACTIONS. Allman, 101-D gg- MaxGw Ailfe lot 25010orks atjolnt(s)18,10,1],16,45,14,13,1E,11 FORCES. Vd-Max Comp Mlax.Teo-Allfirce5250 (10)orkss except wBen sOmm_ NOTES- 1 ) AS plates are 15,3 MT20 unless o0relwse Indicated 2) Gable regmres continuous IwOan chool Deamg_ 3) Truss to ce poly sneaNed had one race or Secure, braced against lateral movemerd (te. Magonal 4) GaMe h ds spaced! at 1-0 . 5) Recommend 2x5 strom]Lrecks, on edge, Spaced! at 10-0 0 or mM fastened to each Buss w0b 3-0Od (0131-X W) raft StrDlgbacks to be attacRV to v211s at Mar order ends or restrained by offer means n.. COS A. HERNANDEZ .......................... 113878 -*- COR F-12513 November 19,2024 MiTek® Jabvss Dry PIy R85395636 UNIT-18 MAR2 �TvssTYpe Flom Supported! Gad. 1 1 /g^/ ) Builders FirslSaa.e(Cana ,TX), Carmad, TX - 5006, bill B. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115135 2024 Pa9e1 ID:WEJaWRIT, =mNr MyD4lkRICPSB]OHg3NS9Pgn18w3uITXbC.KWrpoii7J CH lair 1 2 3 6 5 6 5®n!=1Y08 12 13 _ 3a6 11 1U 9 8 P .4= fi= Sea as Plate Offsets (XYl— 120.1A 0.1�I 1130.1d 0-1d1 LOADING (psi) SPACING- 2— Cal. OEFL. In (W) I= Oil PLAMS GRIP TCLL 400 Plate Grip DOL 1 W TO 0 on, VCF(LL) Na - Na 999 W20 2"190 TOOL 250 LunlCer OOL 1 W BC 0a Ved(CT) Na - mar999 BOLL 00 Rep sde Ina YES WE 004 Hm(CT) 000 ] Na Na BCOL 100 Cal IRC2021RP12014 Maim-R WeVid 3111, FT=20%F, it%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w WSP SSUad TOP CHORD Shurtural wood sheathing dlreClly applied w STO oc purilns, BOTCHORD 2x4 SP 165OF t5E oC 2x4 SP Not or 2x4 SP SS(flag except end vertical WEBS 2x4 SP 1650F L5E OC 2WSP No 1 or WSP 55(flal)'E Pr BOTCHORD Rigid Ceiling dimay applied or 1 DO-0 tic braCTg 11-02,R13:2x4 SP NO3(flal) OTHERS 2x4 SP ad, 3(flad REACIRONS. All bea n"S 5Sro (UP- M.G. Ai ere,0n5250WOIkssaijoings)11,],10,9,8 FORCES. old - Max Coor, Soo Teo- All firees 250 Um or l, s except v.Ten shown NOIES- 1) AS Ida es are 15x3 MT20 unless Wleoxse Indicated, 2) Ca le requires Wntlnwus adorn tlwN marim]_ 3) TRUSS Vo be NOy sheathed from one Face or securely b2ced against aleral movement (I e. dgo ianal Web). 4) Gabk End" spaced at 1 4C tic 5) Recommend 2x6 SECUMI acksced a1 , on edge, spa1" 0 oC and fastened to each bass wth 3-told (0131' X W) naes SOmgbackS to be aliached W walls al NCtt order eRUN or restrained by other meam AkefoRNING V" diSog, n—amm ,d READ ISCUTSONTUSAND INCURRED MmE REFERENCE RACE Mi — mcAo3ormom USE. + C IN ... ♦rj ..............................� MAWIDS A. HERNANDEZ% .......... ... 113878 f 1� �•nFS��CENS'a.G�. COR F-12513 November 19,2024 Mill Jabvss �TvssTYpe UNIT-18 KW84 Flom Suppmlel Golan Builders Frslserm.((Car ,TX), Caragar, TX- 50061 n 1 2 3 I 15 pry Ply /pg ) R85395637 1 8. WsSW'"6J.2024 MiTeKlfdliiat ,Ix Mon Nw 18115136 2024 Page IO syEUaWofhk ramNr My04lkR1CiPs87OHg3NSgPgn18w3uITXbC.KW Dooii7J CH t ® =I Ra 6 a 7 1fi xfi _ 14 13 12 it 10 9 8 3.4 = 3.4 = 41-0 B 1-0 Plate Offsets (XYI— 15(T1A 0.1-0I 1160.1d 0-tAl LOADING (psi) SPACING-2—051. OEFL. In (bc] Vdefl i/0 PLAIES GRIP TCLL 600 P6te Gnp DOL 1 W TOo W Vat(LL) Na - Na 999 MT20 2"190 TOOL 250 LumCx GOT 1 pan 002 ved', "A - Na 999 BCLL 00 Rep She Ina YES WE 056 HomCT) 000 8 Na Na BCOL 100 Cade IR=VTP12014 Maim-R Weight 401b FT=20%F, 11%E LDMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA) TOP CHORD Shuc1u21 wood smal lug doaUN applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650E t5E or2xd SP No 1 w2x45P 5S(flal) except end veNcels. WEBS 2x4SP 1650F L5E or 2WSP Not w2W SP 55(flal)-ExcepP BOTCHORD Rigid ceiling dimay applied w 1 OO-0 cc 02nrg 1415,8-16 W SP No3gal) OTHERS 2x4 SP No.3(fla) REAL BONS. All hearings &i-0. Uld)- M.G. Miere lm¢25001orkssatjolnt(s)14,8,13,12,11,10,9 FORCES. ph) - Max Goig.floho Teo- All mra, 250(N) or F s except v.Ten shoed NOTES- 1) All Ida&s are 15x3 MT20 unless IMerwse Indlcel ni 2) Cable requires Wntlnwus Sudan IYwN bearhg_ 3) Truss Vo he NOy sheadded from one Face or securely braced against ate21 movement (I e. diagonal a eh). 4) Gablesods spaced at 1 4C oc 5) Recommend 2x6 "Argbacks, on edge, spaced a11" 0 oc and fastened to each does with 3-tod (0131X W) naes ShorgbarM to be attached b walls al their order raN or restrained by order mead, /f a f ............................. /MARCOS A. HERNANDEZ /fi..., 11387841 11�`SS/ONAIEtt�'�� COR F-12513 November 19,2024 kem a v nd p.�me na4n��aesa. res nl nwn.nexnaeneaeeP.ce.,.,,re., aa�aneu,e. �a1 �ro a MiTek® ile, ad Fin ge—I outlaber.Mee �� dmw aay.Ne„s wGce u tle ouany cn amtrvenafm+�'aPra onl and ocsl BeNmo Component Soona laneaden �pue rmmve sweanfrotagcomponeal Aamu aW Om+r' eommponenaoml ) In 1ss 1111 nekUsmn Jabvss Dry PIy R85395638 UNIT-18 KW20 �TvssTYpe Flom Supported! Gad. 1 1 /g^/ ) Builders FirslSaa.e(Cana ,TX), CarroCbq TX - 5006, bill B. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115136 2024 Pa9e1 ID:WEJaWRIT, =mNr MyD4lkRIC2PSB]OHg3NS9Pgn18w3uITXbC.KWrpoii7J CH 61i 1 2 3 6 5 6 5®n!=1Y88 12 13 _ 11 1U 9 8 3x<= 3xfi = Sea as Plate Offsets (XYl— 120.1A 0.141I 1130.1d 0-1d1 LOAOIRG SPFCIRG- 2M Cal. OEFL. In (W) I= Oil FLAME GRIP rD TCLL 400 P6te onp DOL 1 W TC 0 on Ve3f(LL) Na - Na 999 W20 24 90 TOOL 250 Lumber OOL 1 W BC ven(CT) Na - Na 999 BOLL 00 Rep sde Ina YES WE 001 Hm(CT) 000 2 Na Na BCDL 100 Code IRC2021RP12014 Maim-R Weadd 31 Id FT=20%F, it%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w WSP SSUad TOP CHORD Shurtural wood sheathing dlreClly applied w STO oc punlns, BOTCHORD 2x4 SP 165OF t5E oC 2x4 SP Not or 2x4 SP SS(flag except end veNcels. WEBS 2x4 SP 1650F L5E OC 2WSP No 1 or WSP 55(flal)'E Pr BOTCHORD Rigid ceiling dimay applied or 1 DO-0 cc braCTg 11-02,R13:2x4 SP No 3(flal) OTHERS 2x4 SP ad, 3(flad REACIRONS. All bea n"S SSro (UP- M.G. Ai ere,on5250WOIkssatjoings)11,],10,9,8 FORCES. old - Max Comp.Mlax. Teo- All firees 250 Um or l, s except v.Ten shown NOIES- 1) Ar Ida es are 15x3 MT20 unless Wleoxse Indicated, 2) Cable requires Wntlnwus adorn tlwN bean]_ 3) TRUSS Vo be troy sheathed from one Face or securely b2ced against aleral movement (I e. dgo ianal Web). 4) Gabk End" spaced at 1 4C oc 5) Recommend 2x6 SECUMI asksced a1 , on edge, spa1" 0 oC and fastened to each bass wth 3-told (0131' X W) naes SOmgbackS to be attached W walls al NCtt order eRUN or restrained by other meam AkefoRNING V" diSog, n—amm ,d READ ISCUTSONTUSAND INCURRED MmE REFERENCE RACE Mi — mcAo3ormom USE. + C IN ... ♦rj ...:...........................� MARCOS A. HERNANDEZ% 113878 f 1� �anFS��CENSE�.G�axu 10 COR F-12513 November 19,2024 Mill Jabvss �TvssTYpe UNIT-18 KW21 Flom Suppmlel Golan Builders Frslserm.((Car ,TX), Caragar, TX- 50061 n 1 2 3 I is pry Ply /pg ) R85395639 1 8. WsSW'"6J.2024 MiTeKlfdliiat ,Ix Mon Nw 18115136 2024 Page IO syEUaWofhk ramNr My04lkR1CiPs87OHg3NSgPgn18w3uITXbC.KW Dooii7J CH t ® =I Ra 6 a 7 1fi xfi _ 14 13 12 it 10 9 8 3.4 = 3.4 = 41-0 B 1-0 Plate Offsets (XYI— 15(T1A 0.1-0I 1160.1d 0-tAl LOADING (psi) SPACING-2—051. OEFL. In (bc] Vdefl i/0 PLAIES GRIP TCLL 600 P6te Gnp DOL 1 W TOo W Vat(LL) Na - Na 999 MT20 2"190 TOOL 250 LumCx GOT 1 pan 002 ved', "A - Na 999 BCLL 00 Rep She Ina YES WE 056 HomCT) 000 8 Na Na BCOL 100 Cade IR=VTP12014 Maim-R Weight 401b FT=20%F, 11%E LDMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA) TOP CHORD Shuc1u21 wood smal lug doaUN applied w6-0-0 oc purllns, BOTCHORD 2x4 SP 1650E t5E or2xd SP No 1 w2x45P 5S(flal) except end veNcels. WEBS 2x4SP 1650F L5E or 2WSP Not w2W SP 55(flal)-ExcepP BOTCHORD Rigid ceiling dimay applied w 1 OO-0 cc 02nrg 1415,8-16 W SP No3gal) OTHERS 2x4 SP No.3(fla) REAL BONS. All hearings &i-0. Uld)- M.G. Miere lm¢25001orkssatjolnt(s)14,8,13,12,11,10,9 FORCES. ph) - Max Goig.floho Teo- All mra, 250(N) or F s except v.Ten shoed NOTES- 1) All Ida&s are 15x3 MT2O unless IMerwse Indlcel ni 2) Cable requires Wntlnwus Sudan IYwN bearhg_ 3) Truss Vo he NOy sheadded from one Face or securely braced against ate21 movement (I e. diagonal a eh). 4) Gablesods spaced at 1 4C oc 5) Recommend 2x6 "Argbacks, on edge, spaced a11" 0 oc and fastened to each does with 3-tod (0131X W) naes ShorgbarM to be attached b walls al their order raN or restrained by order mead, /f VV . /MARCOS A. HERNANDEZ /fi..., 113878 11�`SS/ONAIEtt�'�� COR F-12513 November 19,2024 kem a v nd p.�me na4n��aesa. res nl nwn.nexnaeneaeeP.ce.,.,,re., aa�aneu,e. MiTek® ile, dmw aay.Ne„s wGce �� 9utlaber.M u tle ouany cn am aceee m+ gancened and ocsl BeNmo Component Soona laneaden �pue rmmve sweanfrotagcomponeal Aamu aW Om+r' eommponenaoml ) In 1ss 1111 nekUsmn Jab Tn« �Tmss Type UNIT-18 N/III mmv;2 Flom Suppmlel Gad. Buillddetrrn Firslsaa..(Ceno ,TX), Caran,TX-5006, n i1 1 18.. 17 1fi 15 16 3x4 = pry Ply R15395641 1 1262024 8. WsS /g^/ ) MiTeRM9listr'kS, Ix Mon Nw 18115136 2024 Pagel ID syBJaWohk axmNr MyD4lkR1CyI5B7OHg3NS9Pgn18w3uITXbC.K Doi7J CH Sao =tP3 3. fi ] 8 9 a 12 11 10 R4 Plate OIcet,fXY1 1190.1TGA- I LOADING (ps1) SPACING- 2'— Call OEFL. In (bc) Vdefl III PLAIES GRIP TCLL 40 0 P6te G, DOL 1 W TOO W -n(LL) Na - ma 999 MT20 2"TW TOOL 250 L.. GET 1 W BC 001 Ved(CT) Na - Na 999 BOLL 00 Rep Stria Ina YES WB 001 HaRCT) 000 10 dod Na BCDL 100 Code IR=VTP12014 Matax R Wega 511b FT=20%F, lI%E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or 2W SP SS(flA) TOP CHORE wood Sncludil sbeaNing dlreM applied m&To oc purllns, BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SS(fiat) except end vernals. WEBS 2x4 SP 1650F L5E or 2W SP No 1 or 2W SP SS(flal)'Exr¢pP BOTCHORD Rlgld ceiling dlreNy applied w 100-0 cc b2nrg 18-19-2W SP No3(flal) OTHERS 2x4 SP No 3(flao REAL BONS. All bearings 1068 Uld)- M.G. All rearbin¢ 250 0 .,r s at)olnt(s)18,10,1],16, 15,14, 13,12.11 FORCES. plo) - Max Corr,Wax .Ten .- All mra, 250(N) or l s except vital Rhoed NOTES- 1) N 1da&s are 15x3 MT20 unless otherwse Indlcel c, 2) Game requires contormus al tlwN bearing_ 3) Truss ro de only shood ed from one race drs murery b2ced against Uteral movement p e. diagonal Web). 4) GablestWs spaced at t-TO. 5) Recommend 2x6 sborgbacks, on edge, spared a11" 0 oc and fastened to each does wth 3-Too (0131X W) naes SOorgbarM W be attached 0 walls al Nctir order erg or rest2lned by oNermean5 6) CAUTION, Do not erect Wss backwards. � YR . VV MARCOS A. HERNANDEZ ................................ 113878 ?... COR F-12513 November 19,2024 Mill Jab ITn; �Tvss TYpe UNIT-18 N/III MmNLJ FLODR SUPPORTED G4BL Builders HrslSaaee(Cano ,TX), Camohnon, TX- sons, 1 2 3 13 P R15395641 1 1 ob R24 eference 'o 8. 3mmN yD4lk Tek 7GHq Mon Nov1811i Doi4 Page CW IO ryBJastIVMk uxmNrMSMy041kRICy3B]OHg3NS9Pgn18w3uITXbC.KWrCpOlo3i]JIZIC"H 5®n =1Y16 4 6 12 11 fib 9 8 T 3x4= 3x4 = 6 2 .12 Plate OIcg,o fX Y1 13 0.1T 0.1-81 1140 1d 0-1d1 LOADING (psi) SPACING- 2 M CM. DEFL. In (bc) Vdefl III PLATES GRIP TCLL 400 Plate Grip DOL 1 W TO 0 m Vcn(LL) Na - Na 999 MT20 2"TW TOOL 250 LumCx OOL 1 W BC 002 VSU(CT) Na - me 999 POLL 00 5 Rep Sde'a'nde Hw](CT) 000 ] Na Na BCOL 100 IR=VTP12014Ina Maim Rm Weight 291b FT=20%F, it%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA) TOP CHORD Shudural wood sheathing directly app11M w6-0-0 oc p pins, BOTCHORD 2x4 SP 1650E t5E oi2xd SP Not w2x45P 5S(flal) except end vernal WEBS 2x4SP 1650F L5E of 2W SP No 1 w 2W SP S5(flat)-Except- BOTCHORD Rigid ceiling direNy applied w 1OO-0 cc bracTg 12-13j 14:2x4 SP No 3(flat) OTHERS 2x4 SP ad, 3(flat) REACMONS. All heangs 6T-12 Uld)- M.G. Miere ion52508to1kssat)olnt(s)12,],11,10,9,8 FORCES. old - Max Gomp.floho Teo- All mra, 250(N) of l s except v.Ten shown NOTES- 1) N 1da ds are 15x3 MT20 unless W1eream Indcet ni 2) Gable requires Wntlnwus Sudan tlwN marim]_ 3) Truss Vo be argy sheathed from one Ore di securely braced against UIe21 movemwgon d d e. chaparral Web). 4) Gablesods spaced at 1 4C oc 5) Recommend 2x6 shom]backs, on edge, spaced a11" 0 oc and fastened to each does with 3-told (0131X W) naes Snarl to be attached to walls al Nctt order maN or restrained by other memx5 VV MAW A. HERNANDEZ ................................ 113878 -*- COR F-12513 November 19,2024 Lem 6 w ndnP.�ma nanan��aes0. res n nwnnnexneFene.eee.6e.,.,,re., aa�Onense. a� MiTek® �� roa ire, daawace outlae �am u mw ayaeae— oay cn tle earomngancened and ocsl BeNo ca,,naa Sony laomefion pue rmmve oauMnfroctgmnl Aamueumpwber.M,eam) Oon yIn1ss1nllulrw.- Symbols PLATE LOCATION AND ORIENTATION 1f2L�lIT L+I W Dimensions ionsaeplate on joint unless xnt offsets are Indicated , Apply pions are in h sidesinusioft, hs. Apply plates to both sides oP tmss and fully embed teeth . Ogee � F For 4 r 2 orientation, locate p ates 0-'�d' from outside edge of truss, This symbol inCoates the required direction of slots In connector plates. "Plate location detalls available in MITek software or upon request PLATE SIZE The first dimension Is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING LOCATION Indicatedin the symbol shown and/or by tax[ in the Bracing section of the output User orlbredng If Intllcatetl. BEARING Indicates location where bearings (supports) occur 4cons vary but reecdon section Indlcatesjolnt number/letter where bearings occur. Min size shown Is for crushing only Industry Standards: ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal Plate Connected Wood Truss Constmction, DSB-22 Design Standard for Bracing, BCSI'. Building Component Safety information, Guide to Good Practice for Handling, Installing, Restraining & Bracng of Metal Plate Connected Wood Trusses, Numbering System 61 1 tlimemlom shown in call) lx[eenMe (Drawings not to scale) 1 2 3Jolnt lO TOP CHORDS typ � e WEBS L33 Qv 4 k 0 u 4 Y s 3 u U OF ca css � a BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. Product Code Approvals ICC-ES Reports, ESR-1988, ESR-2362, ESR-2685, 5SR-3282 ESR-472$ ESL-1388 Design General Notes Trusses are designed for wind loads in the plane of the truss unless othenlvise shown Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by Others. 02023 MiTek®AII Rights Reserved M mi Te V MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023 A General Safety Notes Failure to Fallow Could Cause Property Damage or Personal Injury 1, Addl[ional.tadlllry pricing for puss "tam a 9, dlagonel or x-bracing, Is always requiredsae scsl, 2 Truss bracing must be designed by an engineer For wide puss spacing, Individual lateral braces themselves may require bracing, or alterni Tor I bracing should be considered, 3 Never exceed the design loading shown and never Stack materials on Inadequately draped tmsees. 4. Provide cold 89 of the truss design to the building deadens,, eracticn SupeNlacq properly owner and all other Interested peRles, 5. cut members to bear tightly against each other. 6 Place PI Ras on each face oftmee at each joint and am led fully, Knots and Wane ajolnt local ons are regulated by ANSI/TPI 1. 7 Design assumes trusses will be suitably protested from the environment In scoot With ANSI/TPI 1. 8 Unless othemIse notetl, in of stile content N lumber shall not exceed 19%at time of fabrlost on, 9, Unless expressly noted this design Is not applicable for use wIN fle retardant pressrvelve treated or green lumbar 10. Cam par IS a non-stuctu,R Consideration and 18 the reeponslpudry of truss fabricator. General credits Is to cembertor bead load den ePllon 11. Pike type, Sue, cremation and location dimensions Indicated are minimum plating requirements. 12 Lumber used shall be of Me species and else, and In all respects, equal a or beder then that stapled. 13 Top chords must be sheathed or purling provided at Sparing Indicated on design. 14 Bottom chords Moans lateral tracing R 10R spacing, or lees, If no del Ina I9 Installed IN... RneNvls. notetl. 15, Connestlons not shown are the responsibility of others. 16 Do not out or sitar trues member or plate WQnop[ or or approval of an engineer 17, I nstall and load vertically unless Indicated Premise 18 use of green or treated lumber may pose unacceptable environmental, health or perform once Asks. Consult Wlth project engineer before use 19. Review all potions of this design (front, beck, words and pictures) before use. Fw eWing actures alone Is not sufficient 20. Design assumes mendasture In accordance Wlth ANS[TPI1 auaitycrdtena 21, The design does not take Into account any dynem It or other loads other Her nose expressly Stated, CHILDRESS ENGINEERING SERVICES November 19, 2024 Grapevine Brownstones, LLC 15441 Knoll Trail Drive Suite 150 Dallas, TX 75248 Re: 250 East Dallas Road (Building 6) / Grapevine, TX Lot Block Plan Building 6 To Whom It May Concern: 2505 N Pl . Rd Su 4 00 Ricbards®,' 75082 214 516630P 214 51L631P wwwrss81oba1com This letter authorizes the following plan, designed by Childress Engineering Services, in accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been designed to meet or exceed the specifications stated in the 2006 International Building Code, the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33, and currently recognized engineering practices to be utilized at the project listed above. Calculations for the above plan were performed based on the following: Subdivision: Grapevine Brownstones - Phase II City: Grapevine, TX Soils Lab: UES Professional Solutions 44, LLC Soils Report: G241485 PI: 40 Qu: 1500 �GINEERING 3F If we can be of further assistance, please give us a call. We apprvbjoji114yto be of service. OP�'� ��P,.� •.1gsit/ �s Respectfully, .`.......... .......i.'. TCNY H. CHILDRESS •e 72029 ` i ..:..................... x F Tony H. Childress, P.E., S.E. F-7422 w .ces9lobelxom