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Home My WebLink AboutTH2024-004445ADDRESS The Grapevine Brownstones 250 E Dallas Rd., 7 / 124 Grapevine, TX 76051 LEGAL Hasten Addition Blk 1 Lot 2 Townhome Development (3 Units in Building 7) Total Square Footage: PERMIT HOLDER Wesley D. Shahan Fox Electric, Ltd. (817) 461-2571 COLLABORATORS •Wesley D. Shahan Fox Electric, Ltd. (817) 461-2571 OWNERS •Ncp Grapevine Brownstones Llc INSPECTIONS 6 1. Electrical T-Pole 2. Electrical Underground 3. Electrical Rough 4. Electrical Service 5. Electrical Temporary Service 6. Electrical Final INFORMATION FIELDS **APPLICANT NAME (Individual)Wesley Shahan **APPLICANT PHONE NUMBER 817-461-2571 Square Footage 3262 FEE TOTAL PAID DUE Electrical Permit SFR / SFR ADDITIONS & SFR ALTERATIONS $ 103.08 $ 103.08 $ 103.08 TOTALS $ 103.08 $ 103.08 $ 0.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. November 19, 2025 Signature Date City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Electrical Permit Single Family Residence {SQUARE FEET} Project # 25-004448 Project Description: Electrical for Construction of New (3) Story Single Family Townhome with Tuck Under Garage & Roof-Top Terrace "The Grapevine Brownstones" [ELECTRONIC REVIEW] Issued on: 11/19/2025 at 11:56 AM MYGOV.US 25-004448, 11/19/2025 at 11:56 AM Issued by: Courtney Cogburn Page 1/2 ADDRESS The Grapevine Brownstones 250 E Dallas Rd., 7 / 124 Grapevine, TX 76051 LEGAL Hasten Addition Blk 1 Lot 2 Townhome Development (3 Units in Building 7) Total Square Footage: PERMIT HOLDER Chris Cyphers Diversified Plumbing Ser vices, LLC (817) 439-2488 COLLABORATORS •Chris Cyphers Diversified Plumbing Services, LLC (817) 439-2488 OWNERS •Ncp Grapevine Brownstones Llc INSPECTIONS 13 1. Plumbing Sewer 2. Plumbing Water Service 3. Plumbing Rough In 4. Plumbing Shower Pan 5. Plumbing Tub Seal 6. Plumbing Top Out 7. Plumbing Water Heater 8. Plumbing Gas Service 9. Plumbing Temp Gas 10. Backflow Device Inspection 11. Plumbing Customer Sevice Inspection 12. TCEQ Backflow Certification Submit 13. Plumbing Final INFORMATION FIELDS **APPLICANT NAME (Individual)Kendrik Hanisko **APPLICANT PHONE NUMBER 8174392488 Square Footage 3262 FEE TOTAL PAID DUE Plumbing Permit Fee SFR $ 103.08 $ 103.08 $ 103.08 TOTALS $ 103.08 $ 103.08 $ 0.00 READ AND SIGN I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. City of Grapevine PO Box 95104 Grapevine, Texas 76099 817) 410-3166 Plumbing Permit Single Family Residence {SQUARE FEET} Project # 25-004726 Project Description: Plumbing for Construction of New (3) Story Single Family Townhome with Tuck Under Garage & Roof-Top Terrace "The Grapevine Brownstones" Issued on: 12/11/2025 at 1:50 PM MYGOV.US 25-004726, 12/11/2025 at 1:50 PM Issued by: Connie Cook Page 1/2 PLAT SHOWING Lot 2 , Block I . of HASTEN ADDITION, Addition it, the City of Grace-, Tarrant Court�T"- according to the Map lood,dad Instrument No D225122982 Fiat Records of Tarrant Dearly, Texas' UNI 11-25 FORM BOARD SURVEY UNITS 14-16 (BUILDING 5) ,EN r SEWER EASEMENT" '4407 o FORMS AVG. TOP OF F 7RAf ELEV. =627.10 UNIT 16 UNIT 15 UNIT 14 ts BUILDING 5 INS o 70.4' SCALE: 1 "=20' UNITS 23-25 (BUILDING 7) 3 A a, C 11 13 FORMS AVG. TOP OF FORM �9 ELEV =623 60 UNIT 25 UNIT 24 UNIT 23 BUILDING 7 5 1' SCALE., 1"=20' UNITS 26-28 (BUILDING 8) Ifs (I 0.04" WW FORMS AVG. TOP OF FORAf idt FLOOD CERTIFCERTIFICATIONELEV =623.31 S,bMo, property is located in Zone x UNIT 28 UNIT 27 UNIT 26 (unshaded) according to the Flood Insurance Rate Map Community R.'ed Map # 4E439(0115 K 35,4' eared September 25, 2009 "Z.- X" (unshaded)4-- 16 DSUE rRs SIDEWALK EASEMENT b 2 =,detern-vood to 'dut�id,, the 0 29- 1IIE. L chance flood mi Determinationin.., b.soci - graphically -log SCALE. 1"=20' from the db_ listed crop, an, This flood fi.t—nt adds not dr..h o t d' the on Par liability N.r-y.r Or surveying dr,p-, REVISED: 12/D5-2025 ADDED FORMS FOR BUILDING 8 I hereby certify that the form, are in piece CADENCE HOMES char, tins let .—ding to the dilt.h... L. PI-PetY )I'-- shtnm and were dabs - ;ccd from - survey made the ground.gy SURVEY DATE TI/24/2025 SCALE: V 40' ant'Orfirg I PI-11, I R-1-bin Carnmeno.1 ", NANA. EA Oil i'cir Fre ar- EASE MENT DRAWN BY. BJB 3970 SANDSHELL DRIVE FORT WORTH, TEXAS 76137 dOici..'affOl Vs IT HA-1-2 PHONE (817) 961-0082 -sn _ NE�mNas - w-N j I d..I.D BLS FAX (817) 961-0086 Asnat —NO O—-122-2Nlc1- 0 TarenOF'_ # 256039402 FIRM REGISTRATION NO 10183700 E DWAS StRO ' Ak'-' -Af to, s UNIT 110, BUItIANG 3 GRARMNE IR m od,ww. No, ,2" 5, 0PArC"T" "i "1 14 LONN- T 5mass 53 3 (RIGIOF GRAPEVINE TM& KID, W D22121M, OY PTC3 - 1, MDX, I AWON Wff'DW U0 A' SLD. IN26 P U.C.T, a0w, it n it 1 -01 IR. BLNK I M & N ADDITION I 1 1111 IRT11. did. W24 —1411-if ha,,, ',, E. Wei SyREE7 5W RG.W UNITS 11-13 (BUILDING 4) FORMS A G. TOP OF F01?1v ELEV =62Z 95 UNIT 13 m UNIT 12 UNIT 17 BUILDING 4 70 5 & la' SCALE., 1"=20' UN'TS 17-22 (BUILDING 6) LOT 2 BLOCK 1 5.4 UNIT 22 AVG TOP OF FORM ELEV=625.37 1/2' CIRF Ttl jL1IC3A8L1_" FORMS BUILDING 5 UNIT 21 UNIT 20 AVG TOP OF FORAf rl ELEV. —605, 37 AVG. TOP OF FORM ELEV.--6e 88 UNIT 19 FORMS BUILDING 6 UNIT 18 51.8 AV_ TOP OP FORM ELEV. 624.88 AVG EL,5TOP-6,24.37 OF FORM 7 UNIT 17 3' .T. N SCALE: l"=20' NOTE - — WAS OVerri-s —VT THE FENENT Or A TALE CON -ENT THUS OTHER I—IsTo MAY E-1 PLAT SHOWING Lot 2 , Block I , of HASTEN ADDITION, an Addition to the City of Grapevine, Tarrant County. Texas, according to the Map or Plot recorded in Instrument No. D225122982, Plot Records of Tarrant County, Texas' UMS 11- FORM BOARD25 EXHIBIT UNITS 14-16 (BUILDING 5) 1 E MW SWU 4 32 7' gor P.O.W. 54 FORMS AVG. TOP OF F�.RM Asx-m ELEV =6271 am UNIT 16 UNIT 15 UNIT 14 UAr 13 VW 12 BUILDING 5 A -ME". U, 7 1 P dM00 70.4! 5.4' r f0. P .' I' 30.5, Elas? am M7 dwov, .13 R;�& -, , :�-- NatlP A ° SCALE. 1'=20 UNIT 110. BULDING 3 l9 AM rap oFORMS r UNITS 23-25 (BUILDING 'C-4 i a •, 30.4' i FORMS AVG. TOP OF FORM ELEV =623, 62 UNIT 25 UNIT 24 UNIT 23 BUILDING 7 SCALE: 1"z20' UNITS 26-28 (BUILDING 8) 68.2' mew FORMS des. • AVG. TOP OF FORM ELEV =623.31 UNIT 28 UNIT 27 UNIT 26, FLOOD CERT100 U- Subject property Is located in Zone X BUILDING 8 (unshaded) according to the Flood insurance W213 , ae �o IVAc!5AL .. ... . ---- ._._..1. Rate Map Connnunity Panel Map # 48439CO115 K RYA sr w Dated:. September 25. 2DD9 Zone X' (unshaded) Amos detennined to be outside the 0.2% 1' i'2 annual chance floodplah =na� graphically Scaring SCALE. "I'=20' the listirnap, only. This flood statement does not create liability on part of the j surveyor or surveying company. iURVEY DATE:, 9ULDIND UNE 6TIUTY EASEMENT OR UMNAGE EASEMENT PUE PUSUC UTIUTY EASEM04T SCALE: I" = 40' Planing I Planning/ Residential/ CoMMerafal 3970 SANDSHELL DRIVE DRAWN BY.- BJB Cm CONTROW C MONUMENT FORT WORTH, TEXAS 76137 IRF M ROO FOUND JOB 0 HA-1-2 PHONE (817) 961-0082 BEARING SOURCE IRS -IRON ROD SET 0 RON ROD FAX (817) 961-0086 IN '0'NTHMT ARE BLS JOB 25603M3 -X- FENCE ZJRECTION OF FLOW FIRM REGISTRATION NO. JOJS37OQ - --- BASED RECORDED N INST, No. 22WIHO P.R.T.E. -2 GRAPEVINE Wwwroto witDoNiNium W. NO. 02242zam OYP.Tt.T. V�- Py DRIGINIAL MR OF GFAPEYINE Im Is MIS .7. LOT 5k ROCI( 53 AM 5 11M. NO. M121110011, O.P.R.LU LIMIT 22 1- 11T UE art, It UE BUILm s. ME a W21 Re" UwZ) UM 19 FM a maw tw III . tl 4-A au, 1. 17 J WTI, a= I KWIDM ADDMN tDT IR, BLDCK I Ca A. SLD. 12826 KILT.11T. W & H ADDITON CAR. A, StD 10901 PJLT.C.T. Fow AM JVP OF MRV tKr:s Lw 24 WO M MR= 7 st MP or Faw AM W28 UAT V Uff W ME 4 KM sypW SCALE., 1'=40' By I DATE UNITS 11-13 (BUILDING 4) 826.076 P IRF Or. V ;A 11N.A.V,05 FORMS UNIT 13 UNIT 12 I UNIT 11 4.vaff - BUILDING 4 AVG. T. 0 F AVG. T.0-F 7.4 ELEV=WjZ95 ELEV=62 .6 70.5' .4- "'4: 11$?7 SCALE.- 1"=20' A625.54 A625.14 A824.88 2u LOT 2 FORMS MS BLOCK 1 PARKI G 1 G [17 A825.45 A825.14 A 6Z4. 22 it 5.4', SIX UNIT 22 AVG TOP OF FORM ELEV=625.37 FORMS BUILDING 6 UNIT 21 @ UNIT 20 ELEV= ------625.49------ - -----E LEV=624.45 V UNIT 19 FORMS BUILDING 6 S.- A UNIT 18 51.8' ELEV. =624 ------ ELEV. =623.96 UNIT 17 5.3 A623.24 AdIZI. 76 FORMS PARKING A6Z2.85 A16M.72 A 6W. 03 SCALE: I'=20' NOTE. THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE COM!MITIJEWI`7H,AS Oh1ER INTERESTS MAY E%IST. C,A City of Grapevine SYSTEMHAUSE Residential Energy Compliance Path Energy Code Requirements of the 2021 IECC (IRC) as amended Submit with application for either o,i A n""t, P A building permit OR 0 A Certificate of Occupancy Project Address- 250 E. Dallas Rd., BLIP. 7, Unit 24 (Ph2r Grapevine, TX 76051 M Option #2 —Total Building Performance Compliance: Section R405 (N110S) - includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2 El Option #3 —IECC Energy Rating Index Compliance: Sections R406(NI106) includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2 a Note: The HERS* index is not volidfor code compliance. 171 Option #4 — ENERGY STAR Certified Homes' R102.1.1 (N1101.4.1) C includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2 includes compliance with requirements from Section R402,4.1.2 (N1102A.1,2), R40333 (N1103.3.3), and R40163 (N11016,3), a Note: Each 1- and 2-family dwelling shall be tested. 171 Option #S — HB 321S (87R) Home Energy Rating System Index Compliance C includes compliance with ANSIIRESNETItCC 301, as it existed on January 1, 2021. ,,, includes compliance with the Mandatory requirements of 2018 IECC Section R406.2. C, includes compliance with Building thermal envelope provision of 2018 IECC R402 1.2 or 2018 IECC R40Z1 4, Name and version of the compliance software fif selecting Option 2 through 5): IC3 current I certify that 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: systemhause - ICC 860592 Signature of Responsible Party: SSta Printed Name and Title of Responsible Party: William. "n" Folsom, LEED AP Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a committee of the North Central Texas Council of Governments (NCTCOG). /regional building, codes/aniendments,, RECEIVED. 12,19,12024 24-004445 "Grapevine Brownstones" 250 E DALLAS ROAD BLDG 7, UNIT 124 TOWNHONIE CONSTRUCTION Single Family House Energy Report Project Details Project Name: Cadence - Grapevine Brow Builder Name: Cadence Homes Builder Phone: 214-341-0058 Builder Email: stan@systemhause.com Address: BLD. 7, Unit 24 City: GRAPEVINE County: TARRANT Zip: 76051 This single family residential project was found to be in compliance with the Re performance measures described in the 2021 IECC with R408.23 duced energy use in service water -heating option (DHW UEF greater than or equal to 0.81) as calculated by the Energy Systems Laboratory, a division of the Texas A&M Engineering Experiment Station using IC3 version 4.6.1 Certificate #: 1341997 — A — ENERGY SYSTEMS LABORATORY Date Issued: 11/8/2024 TEXAS A&M ENGINEERING EXPERIMENT STATION Notes: <<< Phase 2 >>> William S. Folsom, SEED AP [CC 521 1468-7 Emissions Reduction NOx: sox: CO2: 3 lbs. lbs. 5,108 lbs. The values produced are generated by the DOE-2 building energy analysis programs. These values do not constitute a guarantee of actual energy usage by ESL or TEES, IC3 performs the hourly annual energy calculation in accordance with the International Energy Conservation Code Section R405, Simulated Performance Alternative. U does not address the adequacy of the sizing of the healing! cooling system Authorized Signature: I V N (ODE Brownstor Page 1 of 3 ! g�'IOMPOANCF Version 461 Copyright 2015 Energy Systems Laboratory Cadence__Grapevine IC - : t�('A'LC'ULATOR .. Number of Bedrcicirns: 3 Wall Cavity InWlancrm R- 23 Wall ContinUOUS Insulation R- 0 Orientation: North SHGC: 0,25 LI-Factor: 0,35 Cladding Type: Composite Shingle Radiant Barrier: Yes Sealed Attic: No Roof Insulation: R - 38 Attic Area: 1045 sq, ft, Cathedral Ceiling Area: 0 sq, ft, Flat Roof Area: 0 sq. ft, Wall Area Next to Attic: 0 sq. ft, Foundation Foundation Type: Slab on Grade Foundation Insulation: R- 0 A/C SEER: 16 Tonnage: S 9 I (O E ! 2COMPOANCF Cl` t'k'A'LC'1JLAT0R Version 4.6.1 Structural Floor I Exterior Finish: Brick Floor Area: 407 sq. ft, Stud Type: 2 x 6 Floor Wall Height: 10ft, Stud Spacrnq: 16 in, Front Side Length: 22 ft Right Side Length: 23 ft Front Side Window Area: 36sq. ft. Right Side Window Area: 0 sq. ft, Mechanical Front Side Shading: 0 in Right Side Shading: 0 in Blower Door Test: 3,,.,,,ACH50 Back Side Length: 22 ft Left Side Length: 23 ft Ventilation Type Supply Only Back Side Window Area: 0 sq. ft, Left Side Window Area: 0 sq. ft, Ventilation Rate 80 CF1M Back Side Shading: 0 in Left Side Shading: 0 in Ventilation Operation: 24 hrs. Floor 2 Fan Power: 21 Watts Floor Area, 1036 sq. ft, Area over Unconditioned: 629 sq. fit. Fraction Outside: 0.9 Floor Wall Height: 12 ft, Duct Tightness Test: 100,&XFM25 Front Side Length: 22 ft Right Side Length: 47 ft Supply Duct Insulation: R-6 Front Side Window Area: 84 sq. ft. Right Side. Window Area: 0 sq, ft, Return Duct Insulation: R -6 Front Side Shading: 0 in Right Side Shacfinq: 0 in Back Side Length: 22 ft Left Side Length: 47 ft Back Side Window Area: 90 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: 1045 sq, ft, Area over Unconditioned: 9 sq. ft, Floor Wall height: 10 ft. Water Heater Front Side Length: 22 ft Right Side Length: 47 ft Water Heater Type: Natural Gas Front Side Window Area: 54 sq- ft. Right Side Window Area: 0 sq. ft, Energy Factor 0,81 Front Side Shading: 0 in Right Side Shading: 0 in Site: N/A Back Side Length: 22 ft Left Side Length: 47 ft Burner Capacity: N?A Back Side Window Area: 58 sq- ft. Left Side Window Area: 0 sq. ft, Back Side Shading: 0 in Left Side Shading: 0 in Cadence,_ -Grapevine Brownstot Page 2 of 3 Proposed Peak Electric Demand: 3.2 M Proposed Total Area Lights: 1,055 kWh I . 01�0 Copyright 2015 Energy Systems Laboratory Cadence__Grapevine Brownstot Page 3 of 3 a 1� COOMEPUANO A� U L ATO "Version 4.6.1 MiTek, Inc. 4DY, Roseville, CA 95661 916.755.3571 FIRISKIIINUM Tile truss drawiiiQ(s) referericed below have heed prepared by MiTek USA, Inc. ulider my direct supervision based oil the parameters provided by Builders FirstSource Warrolftori,TV Pages or sheets covered by this seal: R85361625 thni R85361669 My licerise reriewal date for the state of Texas is December 3l.2024. Texas COA- F- 12513 CIOR F- 12513 November 15.2024 WIMMMM11113MM IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the fur isdiction(s) identified and that the designs comply with ANSVTP1 1. These designs are based upon parameters shown (e g ,loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO Any project specific information included is for MiTeWs or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building Before use. the building designer should verify applicability of design parameters and property incorporate these designs into the overall budding design per ANSI TPI 1, Chapter 2 Job i Truss i Truss Type I Qtv Ply i R85361625 UNIT-15 1,A01 ROOF SPECIAL SUPPORT Builders FirstSouvce (Carrollton TX). Carrollton, TX - 75006 i ' Job Reference loptionall 8 630 s Sep 26 2024 MiTely industries, Inc Thu Nov 14 14 50 36 2024 Page I 10 VLiBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8w3ulTXbGKl vrcDoi7J4zJC?f 6-4-0 6-4-0 0 25 12 2�,4 2X4 j2x4 it 2 5X6 3 4 rl __j 2x4 11 316 If SAS = Plate Offsets f,X,Y)-- f60-3-8.0-3-qj 2X4 11 Scale = 1,14 1 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl I -Id PLATES GRIP TCL, 1000 Plate Grip DOL 100 TC 023 Verl(LL) n1a rota 999 NIT20 244,190 TCDL 250 Lumber DOL 100 BC 020 Vert(ICT) era n!a 999 BCLL 00 Rep Stress fnrr NO WE 090 HofzfCT) -0 00 A era n,:a BCDL 100 Code IRC2021!TP12014 Matrix-P Weight 31 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or 2x4 SP No I or 2x4 SP SS TOP CHORD Structural wood Sheathing directly applied or 5-8-14 oc purlins, BLOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I of 2x4 SP SS except end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 5-5-5 oc placing OTHERS 2x4 SP No 3 REACTIONS. All bearings 6-4-0 (Ib) - tylaxHorz 8=71i ' LC 29) Max Uplift All uplift 100 lb or less at jorrit(s) 8 5 except 6=-1630(LC 30), 7=-1663(LC 27) MaxGrav All reactions 250 to or less atiouips) 8. 5 except 6=1742(LC 31). 7=1803(LC 34) FORCES. (lb) - Max. Comp /tvlax, Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-680170,L 2-3=-1193!1179.3-4=-594a580 BOT CHORD 7-8=-7671704,6-7=-136711304, 5-6=-593`580 WEBS 3-6=,512,12242-7=-1823/1762,2-6=-2456/2526 NOTES- I)Wmd ASCE 7-16: Vult=115mph i3-second gust) Vasd=91mpn TCDL=60psf.BCDL=60psf-h=30ft;B=45ft;L=4011.eave=2ft Cat. fl. ExpC, Enclosed IvIWFRS (directional) and C-C Corner(3) zone, cantilever left and fight exposed end vertical left and right exposed,C-C for members and forces & M%VFRS for reactions shown, Lumber DOL= 1 60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss on!v, For studs exposed to wind (normal to the face), see Standard lnclustr} Gable End Details as applicable or consult qualified building designer as per ANSLTPt I 3) Provide adequate drainage to prevent water pending 4) Gable requires continuous bottom chord bearing 51 Truss to be full%, sheathed from one face or securely braced against lateral movement (t e diagonal wen) OF r 6) Gable studs spacerd at 2-0-0 oc 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurfent with any other live loads co,-" 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * : e 1, -7 00 � r-k will fit between the bottom chord and any other members % 9) Provide mechanical connection fbv others) of truss to bearing plate capable of withstanding 100 tb uplift at joint(s) 8 5 except Ut=lb) ...... 6=16X7=1663 t AlRCOS CA- � 11 A H NAND 1.f if E 10) Trils truss has been designed for a total drag load of 300 pit Lumber DOL=fl 33) Plate grip DOL=(1.33) Connect truss to resist ....... drag loads along bottom chord from 0-0-0 to 6-4-0 for 300 0 pit 113878 f " 4 N \ $/ONAL CCAR F-12513 November 15,2024 ............ . .... ... ..... . . . . ...... . Cmr Design valid for use only volh 1A;!evS connectors -this design or based only upon parameters shown, and is tot an onloodual building component. not atrusssyoteor freone use, the toutding designer must era/ the aripficabigit, of design parameters and fnaperis incorporate this design into the overal, tau uldeigdesign bracing indicated is to prevent Duck ofindwidual truss web soccer chord members onog Additiorouteroconary and permanent bracing MiTek is shoals required not siabar!V and to prevent coilapse w4h possible personal injury and property damage For general guidance regarding the 400 Sunrise Ave Store 270 fabric abon, storage deWery, electron and bracing of trusses and truss systems, see ANStffPfl quality Criteria and DSB-22 available from � Truss Plate Insingle Vov:vv forest mg; RbsrevaW CA 95661 and BC St Building Component Safety information avarfable from the structural f3uldmi; component Assooabon ivAAy sbescompenerts com 1 916 155 3571 / MrTek.US cam Job i Truss i Truss Type UNIT-15 A02 !Jack -Closed Builders FirstSorace (Carrollton TX). Carrollton, TX - 76006, 3-2-0 3-2-0 12,4 If oty ' Ply R85361626 i r Job Reference loptionall 8 630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 37 2024 Page I ID VuBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8r,e3utTXbGICN(CDoi7j4zjC?f 6-4-0 3-2-0 2 314 2x4 11 3 I _J .8, mum Scale = 1 14,1 LOADING Ipsf) SPACING- 2-0-0 C St. DEFL, in (loc) lide" LXI PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 042 Venfl-L) -007 4-5 ,999 480 MT20 244�190 TCDL 250 Lumber DOL 100 BC 035 VerpCT) -014 4-5 >507 240 BOLL 00 Rep Stress Incr YES WB 0 28 HorzICT) 001 4 n1a n/a BCDL 100 Code IRC2021.?TP12014 Matnx-AS Wind(LL) 000 5 240 Weight 34 in FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2x4 SP No 1 or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied, except end verticals BOT CHORD 2x4 SP 165OF 1 5E of 2x4 SP No I or 2x4 SP SS BOT CHORD Rigid ceiling directly, applied WEBS 2x4 SP No,3 'Except' 1-5� 2x6 SP 240OF 2 ME or 2x6 SP DSS or 2x6 SP tl 31 REACTIONS. (size) 5=0-5-8,4=f4IechanjcaI Max Herz 5=71 tLC 9) Max Uplift 5=-50(LC 3), 4=-52(,LC 9) Max Grav 5=804fLC 1), 4=804(-C 1) FORCES. (lb) - Nlax Comp Jilax. Ten. - All forces 250 (1b) or less except when shown TOP CHORD 1-5=-282012, 3-4=-2951;116 BOT CHORD 4-5=-3641767 WEBS 2-5=-8961'382.2-4=-889i392 NOTES - I) Wind ASCE 7-16 ' Vuit=115mph (3-second gust) Vasd=91mpn TCDL=6 Opsf� BCDL=6 Orst. h=30ft, B=45ft L=404tft, eave=5Cat, if, Exp C. Enclosed IIWFRS (directional) and C-C Comerf3l) zone, cantilever left and right exposed. end vertical left and right exposed,C-C for members and forces & fi%'VFRS for reactions shown. Lumber DOL1=1 60 plate grip DCjL=1 60 2) Provide adequate drainage to prevent water ponding 3) This truss has been designed for a 10,0 psf bottom chord live load noncoricurrent with any other live loans 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by, 2-0-0 wide will fit between the bottom chord and any other members 5) Reter to girder(s) for truss to truss connections 6 1 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 5, 4 7) This truss design requires that a minimum of 70 6" structural wood sheathing be applied directly to the top chord and 1,12" gypsum sheetrock be applied directly to the bottom chord co,." aF MARCOS A HER�! 'DEZ q% 18 7CENVE� 8 '13 gkp - COR F-12513 November 15,2024 vw Design valid for use only vatin WefvS connector& This design is based only upon parameters shown and is for an ondividuat building component not atfusssystem Before use, the building designer mustvisidy, the applicability of design parameters and property incorporate this design into the risera# MiTek" bodetruldesagn Bracing indicated is to prevent buckling ofaidorduar truss web and�'or chord members only Additional temporary and permanent wacury; is always required for stabittly and to present collapse with possible personal injury and property damage for geriefaiguidance regarding the 400 Sumce, Ave nude 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems see ANSVTNI Quality Critena and DSB-22 available from Truss Plate Institute inmiv 1pinstouin Roseville. CA 95661 and BC St Building Component Safety information available from the Structural Building Component Association riwov sDsconarporrents com) 916 ?55 3571; More, -US cam Job i Truss i Truss Type I Qtv Ply i R85361627 UNIT-15 1 A03 ROOF SPECIAL GIRDER Builders FirstSorace (Carrollton TX). Carrollton, TX - 7 5006 3-4-2 3-4-2 6-4-12 3-0-10 If 1 2 'Job Reference loptionall 8.630 s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 37 2024 Page 1 ID VuBmdxGYg;�/HsXo6NHysBXDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGICN(CDoi7j4zJC?f 8-6-11 10-8-10 12-10-9 15-4-0 2-1-15 2-1.15 2-1-15 2-5-7 025 112 Scale = 125 3 300 0 2Y4 If 3,4 2x4 lf 4x6 = 2?,4 11 4," 5 11 12 2 3 4 5 6 13 7 f 11 4Y8 == 7, 10 = 5xtr a 46 6-4-12 10-8-10 15-" 6-4-12 1 4-3-14 4-7.6 Plate Offsets (X.Y)-- 110 0-3-8,0-4-4] LOADING (psh SPACING- 2-0-0 CSIL DEFL. in (loc) [,,defi LIC PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 031 Venfl-L) -013 9-10 v999 480 MT20 2441190 TCDL 250 Lumber DOL 100 SC 048 Vert(CT) -017 9-10 >999 240 BCLL OLO Rep Stress fnct NO WB 0 94 Horz(CT) 004 8 Dial n;a BCDL 100 Code fRC2021,,3PL2014 Matrix-1b4s WindiLL) 003 10 >999 240 Weight 208 He FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2s5 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purists, BOT CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP M 31 except end verticals. WEBS 2x4 SP No,3 'Except' BOT CHORD Rigid ceiling directly appited of 10-0-0 oc bracing 1-11 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP Ivil 31 REACTIONS. I , size) 11=0-548=0-5-8 Max Herz 11=75(LC51) Max Uplift I I =-267ILC 4',. 8=-245(LC 5) h4ax Grav I I =4374(LC 1) 8=4140(1-C 1) FORCES. ilty) - Nlak Comp Wax Ten, - All forces 250 0b) or less except when shown TOP CHORD 1-1 1=-671J56,1-2=-493i39 2-3=-10515,661, 3.4=-10508,'661 4-5=-6991430, 5-6=-6989/432, 7-8=-713i51 BOT CHORD 10-11=-5211,*7289,9-10=-609,+9165 8-9=-294i4362 WEBS 2-11=-766V518,2-10=-215�'3635 3-10=-50V135 4-l0=-116!1711,4-9=-2785,'207, 5-9=-339!59 6-9=-19913421 6-8=-5409!349 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"X3°) nails as follows: Top chords connected as follows 2xI3 - 2 rovys staggered at 0-9-0 oc, 2x4 - I row at 0-9-0 oc Bottom chords connected as foflovis. 2x6 - 2 tcniis staggered at 0-3-0 oc: Webs connected as follows 2x4 - I row at 0-9-0 PC 2) All loads are considered equally applied to all plies. except if noted as front F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections nave been provided to distribute only loads noted as (F) or (B'i. unless otherwise indicated 3) Wind ASCE 7-16: Vult=l 15mph t3-second gust) Vasd=91mpliv TCDL=6,0psf, BCOL=6 Opsf. h=30ft, 13=45ft. L=40ft, eave=5ftCat. It, Exp C Enclosed MWFRS int(ectional), cantilever left and right exposed, end vertical left and right exposed, Lumber DOL= 160 plate grip DOL=I 60 4) Provide adequate drainage to prevent "ter pending. 5) This truss has been designed for a 10 0 pal Dottorn chord five load nonconcurrentlivild any' other live loads 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection t1g), others) of truss to bearing plate capable of withstanding 100 lb upidt at joint(s) except fjt=lb) 11=26T8=245 8) Hanger(s) or other connection device(s) Strait be provided sufficient to support concentrated toad(s) 1000 in down and 51 fly up at 3-0-0, and 1000 lb down and 51 tin up at 13-11 -0 on top chord. and 2475 lb down and 203 lb up at 6-4-12 on bottom chord The designiselectum of such connection device(s) is the responsibility of others Continued on page 2 Design Yalid for use orrN with UiTek4j connectors This design is based lony upon parameters shovin, and is for an indpirduat buiWinall component not a truss vgslem Before use the building designer must verity the applicability otefestim Parameters and rhroperb� incorporate this design into the overall inufoungdesign Bracing indicated is to prevent buckbrig offridmduai truss viety anchor chord members only, Additional temporary and permanentryfacript MiTek" as always required for stabigity and to prevent collapse wrth possible personal srhury and inisforti, damage for gerienat guidance regarding the 400 Sunrise Ave Suite 270 tatiocalron, storage dellveri, erection and bracing oftnasses and truss systems, see ANSVTPI1 Quality Criteria and DSB-22 avalialse, from Truss Plate Inseate ,Viow nuarst cn;j Rirsevllte. CA 9566t and Be St funkinig Component Safety information available from the Structural Building Component Assmaptin (oNAv sticstommuleras cam) 916 755 3571 1 Wek-US com Job Truss i Truss Type Quir ! Ply R85361627 UNIT-15 1 A03 ROOF SPECIAL GIRDER Builders FirstSouvce (Carrollton TX). Carrollton, TX - 7 5006 LOADCASE(S) Standard I) Dead+ Roof Live (balanced) Lumber Increase= 100 Plate Increase= 1 00 Uniform Loads fplf) Vert 1-7=-250 8-11=-20 Concentrated Loads 0b) Vert 10=-2475(F) 12=-1 000 13=-1000 . ....................................................... . . . . . . . . . 1 2 'Job Reference loptionalI 8.630 s Sep 26 2024 MiTyk industries, Inc Thu Nov 14 14 50 37 2024 Page 2 ID VuBmdxGYg;�/HsXo6NHysBXDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGICNrCDoi7J4zJC'?f DDesign vidid for use and with MiTek\S contractors This design is based only upon parioneteis shown, and is for an individual hooding component, not esign system Before use the building designer miedverdy the aprificatutits ch design parameters and properly incorporate this design into the "eraft oureding design Bracing indicated is to prevent trucking of nchynduat truss web amhor chard members only Additlonar temporary and permanent bracing MiTek Is always required for stabsty and to prevent collapse with possible personal injury and property damage For geriefin guidance regarding the 4r*SurmseAve Suite 2'0 fabrication, storage, delivery, erection and bracing ofirusses and truss systems see ANSPTNI Quality Criteria and OSS-22 avaihdahy from Truss Mate Institute ;wivw itenstorgi Roseville, CA 95661 and SCSI Sudding Component Safety Information aynijarde from the Structural Building Component Association ioeiv sbscomponents clum 916 7S5 3571 1 M,Tiio,-US com Job i Truss i Truss Type QtV Ply i R85361628 UNIT-15 1A04 I Monopitch 2 1 1 1 1 i 5ob Reference loptionall Builders FirstSorace (Carrollton TX). Carrollton, TX- MOM 8 6M s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 5033 2024 Page I ID VuBnidxGYgl7,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8w3ulTXbGK�NIFCDoi7J4zjC?f 2-9-0 1 5-2-8 7-8-0 10-1-8 12-7-0 15-4-0 2-9-0 2-5.8 2-6-3 2-5-8 2-5.8 2-9-0 Scale = 125 3 025 12 46 = 2,4 11 3'A = 214 11 46 3A If 2 3 4 5 6 7 iod +J "o 1p N v� . . . ......... . . ..... 77 to 9 7-1 11 6x8 5xa a 5x6 5-2-8 10-1-8 15-4-0 5-2-8 4110 5-2-8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (10c) Vdefl L"d PLATES GRIP TOLL l000 Plate Grip DOL 1 00 TC 043 VerhLL) -0 16 9-10 >999 480 NIT20 244,190 TCDL 250 Lumber DOL 100 BC 079 Verl(CT) -0 21 9-10 -839 240 BCLL 0 0 Rep Stress lncf YES WB 0 80 Horz(CT) 007 8 n"a Wa BCDL 100 Code IRC2021,,,TP12014 rualfix-AS, Wind(LL) 005 9-10 >999 240 Weight 81 to FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP 165OF 1.5E or 2x4 SP No 1 or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied except end verficals BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No 3 'Except' 1-11 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP ki 31 REACTIONS. isize) r0axHorz 11=81(LC9) flax Upltftll=-IOS(LCB).8=-109(LC9I Max Grav I I =2019(LC 1) 8=201%LC 1) FORCES. (lb) - Max. Comptvalt. Ten -Afi forces 250 (lb) or less except when shown TOPCHORD 1-11=-335,-94.2-3=-3739i806,3-4=-3738,,810,4-5=-3572779.5-6=-35727783 7-8=-30&87 BOT CHORD 11311=-644/2431,9-10=-96V40618-9=-548!2249 WEBS 2-11=-2828,B58,2-10=-31711601 3-10=-599,1173 4-10=4131132 4-9=-6231186, 5-9=-585,1167. 6-9=-340!1686, 6-8=-2738645 NOTES- 11) Wind. ASCE 7-M Vult=115mph I ' 3-second gust) Vasd=91 mph,TCDL=6 Opst� ft BCDL=6 Opst. h=30ft, B=45ft L=40ft, eave=5Cat. H, Exp C ' Enclosed IAWFRS idirectronap and C-C Comert3l) zone, cantilever left and right exposed . end vertical left and right exposed,C-C for members and forces & NIWFRS, for reactions shown. Lumber DOL1=1 60 plate grip D0L=1 60 2) Provide adequate arainage to prevent water pending. 3) This truss has been designed for a 10 0 PSI Bottom Chord live load nonconcurfent with any other live loans 4) - This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by, 2-0-0 wide will fit between the bottom chord and any other members 51 Provide mechanical connection ibv others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (jt=fb) 11=106.8=109 6) This truss design requires that a minimum of 7I16" structural sheathing be applied directly to the top chord and V2" as Ile wood gypsum sheetrock Be applied directly to the bottom chord 0" o, ....... ......... ii"tIARCOS A HEMMEEZw 00 13 8 7 8 ICE COR F-12513 November 15,2024 Design valid for use only with, MiTes_� connectors This design is based onl�, upon parameters shown, andur fini an indivinual morning component. no, MiTek" a truss system Before use, Me building designer mustvemy me applicaltudy &design parameters and properly incorporate this design into the overall burinfingdesain Bracing indicated is to prevent bucicling ofmin dwo truss web arnVor crime members only Additional temporary and permanent bracing is aiwavo required for slatalfty and to prevent collapse with possible personal injury am property damage Fin general guidance regarding the 400 Sunnse Ave Suite 270 fann' ation, storage, deoveri,, erection and bracing offirusees and truss systems see ANSlffPll Quality Criteria and OSS-22 available from Truss Plate institute (wvowgsrvitmg; Rosevhte. CA 95661 and BC$t Building Component Safety Information itvaslimle from the Structural Building ComponernAssociation t,,,Avv) stuscomporients cam} Job i Truss i Truss Type I Our Ply i R85361629 UNIT-15 1 A05 1 Jack -Closed I I Builders FirstSouvce (Carrollton TX). Carrollton, TX - 75006, 2-8-1 2-8-1 5-0-11 7-54 2-4-9 2-4-9 i ' Job Reference loptionish 8 630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 38 2024 Page I ID VuBmdxGYgWHsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGKIV%I(CDoi7J4zJC'?f 9-9-13 12-2-7 14-10-8 1 2-4-9 1 2-4-9 2-8-1 Scale = 124 5 4�6 2,4 It 3,4 2,4 11 4,6 2x6 11 2y 6 11 2 3 4 5 6 7 r - 10 9 8 11 5Y6 54 5"ra = 5r6 5-0-11 9-9-13 14-10-8 1 5-0-11 4-9-3 5-0-11 LOAOING (psf) SPACING- 2-0-0 CSI, DEFL, in (loc) Vdefl Lid PLATES GRIP TOLL 1000 Plate Grip DOL 100 TO 041 Vertu-1) -014 9-10 ,999 480 MT20 244l190 TCDL 250 Lumber DOL 100 BC 074 VernCT) -019 9-10 >910 240 8CLL 00 Rep Stress (nor YES WB 0 76 Horz(CT) 006 a Wa n1a BCDL 100 Code IRC202I.?TPt2Gl4 Matrix -AS VVind(-L) 004 9-10 -999 240 Weight 79 11) FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP 1656F 1 SE or 2x4 SP No I or 2x4 SP SS TOP CHORD Structural wood Sheathing directly applied except end verticals BOT CHORD 2x4 SP 165OF 1 5E or 2x4 SP No I or 2x4 SP SS BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No 3 'Except' 1-11 2x6 SP 2400—F 2 OE or 2x6 SP DSS or 2x6 SP M 31 REACTIONS. I , size) 11=0-5-8,840echanical rAaxHorZ 11=81ILC9) ts4axuplm11=-103fLC8).8=-106t.LC9) Max Cray, I 1=1958jLC 1), 8=19584LC 1) FORCES. (1b)- Max. Comp/blax, Ten -All forces 250 (lb) or less except Wnen shown TOP CHORD 1-11=-325,-92,2-3=,3519r1771,3-4=-3518,'775,4-5=-3368t747,5-6=-3367.�751, 7-8=-299186 BOT CHORD 10-11=-620,'2287,9-10=-922,+3825,8-9=-527i2124 WEBS 2-11=-2686r635,2-10=-3071524 3-10=-580;169 4-10=-398128,4-9=-59(X179, 5-9=-565/164, 6-9=-329!1602, 6-8=-261W625 NOTE S_ 1) Wind ASCE 7-16: Vult=l 1 5mph (3-second gust) Vasd=91 nion TCDL=6 Opsf, BCDL=6 Opsf: h=30ft, B=45ftL=40ft, eave=5ftCat. nExp C Enclosed MWFRS (directional) and C-C Cofner(3) zone, cantilever left and right exposed, end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=l 60 plate gnp D0L=1 60 2 vi ' i Provide adequate drainage to prevent ater providing 3) This truss has been designed for a 10 0 pst bottom chord live load nonconcurfent virth any other live leads c. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5 l Refer to griderts) for truss to truss connections '(s) bexcept fjt=lb) 6) Provide mechanical connection Eby others) of truss to bearing plate capable of withstanding 100 to uplift joint at ov C�r 11=103.8=106 7) This design 716" IQ` 00 oe 1 .., is thuss requires trial a minimum of structural wood sheathing be applied directly to the top chord and gypsum sheetrocK be applied directly to the bottom chord ........ ........... i'MARCOS A HERNANDEZ, ............... ...... 1 13 8 7 8 01,�PCENSt'tkf- vil ti COR F-12513 November 15,2024 Design valid for use only with MffekS connectors This design is based only upon DaTameters shown, and is for an individual podding component not M 81"Te k' a truss system Before use the building designer must verify the aripficabarti, of design parameters and properly, incorporate this design into the overall ourrifingdesqn Bracing indicated is to prevent buidring of indhodual truss wen arriFor chord members only AdditirouOtermanary and pormaneriltracing ,a akiaqs fenjuned for stability and to Prevent collapse with possible personal injury and prodem, damage for garmox guidance regarding the 400 Sunrise Ave Suite 270 fabrication, storage, corlNeni, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria and DSB-22 available- from Truss Plate mcature ivvvovraunstorgl Rbsevbb, CA 95661 and BCSt Building Component Safety information available both the Structural Building Component Association itw-Av sbc%,:ompimemtS coral 916 '55 3571,fJ;Tel,,US com Job i Truss i Truss Type UNIT-15 1 A05A 1 JACK -CLOSED 1 1, Builders FirstSoume (Carrollton TX). Carrollton TX - 75006. 2.8-1 5-0-11 2-8-1 2-4-9 3,6 = 2,4 If 1,4 11 2 12 3 1 Our Ply i R85361630 2 !,Job Reference lopticinan 8.630 a Sep M 2024 MiTek industries, Inc Thu Nov 14 14 50 39 2024 Page I ID. VuBnidxGYg;�/HsXo6NHysBXDznnR7-RfC'?PsB7OHq3NSgPqnL8w3utTXbGKVVrCDoi7J4zJC')f 7-5-4 9-9-13 12-2-7 14-10-8 2-4-9 2-4-9 2.4-9 2-8-1 Scale = 124 5 0 25 12 3x4 2,4 11 3x4 2,,4 It 4 5 6 13 7 ILIA 61 ---------- 113,6 3Y 10 300 5-0-11 9-9-13 14-10-6 5-0-11 4.9-3 5-0-11 LOADING (psh SPACING- 2-0-0 CSL DEFL, in (loc) Ildefl Ltd PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 036 VerULL) -008 9-10 >999 480 M720 244190 TCDL 250 Lumber DOL 100 BC 052 Vert(CT) -0 11 9.10 -999 240 BOLL 00 Rep Stress Incr NO WB 0 48 Horz(CT) 004 8 n;a bra BCDL 100 Code IRC2021.?TP12014 klatfix-AS Windd-L) 003 9-10 >999 240 Weight 180 In FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP NI 31 TOP CHORD Structural wood sheathing directly applied except end verticals BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No 3 'Except' 1-11 2xra SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP M 31 REACTIONS. r , size) 11=0-5-8,8=10echarroal MaxHorz 11=78(LC9) tAax Uplift I 1=-147(LC 8). 8=-I64rLC 9) Max Grav I I =2822(LC 1), 8=3093(LC 1) FORCES. (lb)-ficlax.Comp ,iMax. Ten -All forces 250 (lb) or less except when shown TOPCHORD 1-11=-483130,2-3=-490&'1078 3-4=48951079,4-5=4272i946. 5-6=42721;950. 7-8=-996,1239 BOT CHORD 10-11=-888+3537,9-10=-1151;4886.3-9=-682r2841 WEBS 2-11=-4015;931,2-10=-334f1651 3-10=-876:243 4-9=-7731Q13 5-9=-5721172, 6-9=-380!1816,6-8=-3414j804 NOTES- 1) 2-ply truss to be connected together with 100 (0. 131"x3") nails as follows. Top chords connected as follows. M - 2 rows, staggered at 0-9-0 oc, 2x4 - I row at 0-9-0 oc. Bottom chords connected as follows 2x4 - I row at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies except if noted as front (F) or back (B) face in the LOAD CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or t8i. unless otherwise indicated 3) Wind, ASCE 7-16, Vult=115mvh (3-seconct gust)Vasd=91mph TCDL=60pst, BCDL=60psf, h=3011, 6=45ft L=40ft. eave=511. Cat.n" 11, Ex p C, Enclosed MWIFIRS (directional) and C-C Comer(3jf zone: cantilever left and right exposed, end vertical left and right 0 �`v ....... . exposed:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=I 60 plate gnp DOL=I 60 4) Provide adequate drainage to water prevent pending. 5) This truss has been designed for a 10 0 PSI bottom chord live load nonconcurfent with any, other live loads sP 6) ' TNs truss has been designed for a live load of 20 Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and arty other members s' t 1ARC OS A HERNANDE-Zat ft.,. 7) Refer to girderIs) for truss to truss connections I—` ^ — ° ° ... —.0, 8) Provide mechanical connection floy others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (Jt=lb) ey % 1138 78 11=147.8=164 9.1 This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1,12" �0 gypsum sheehock be applied directly to the bottom chord kiti e '91 - .. .... * 10) Hanger(s) or other connection devrce(s) shall be Provided Sufficient to support concentrated loads) 1000 ID down and 220 to up at 3-0-0, and 1000 lb down and 220 to up at 13-11 -0 on top chord The desrgn.,selectlon of such connection clevicefs) is the responsibility of others COR F-12513 LOADCASE(S) Standard November 15,2024 Continued on eg .. .. ........ Design valid tot use unit. with MiTeiA; connectors This design is based imV., upon parameters datoon, and n; for an indraduat building component. not atinnissystem Before use, the building designer must verify the aplafic abrifty of design parameters and ixoperly incorporate this destgn into the overate oraidingdestgn Bracing indicated is to prevent buO.Rng of individual truss used andlor chord members only Additrome tempormy and permanent wacim; Mi"Tek" is akidays required for slabriny and to prevent collapse with possible personal fryury and property damage for gerieralfruxiance regarding the 40OSunrise Ave Srnie270 faorj' abon storage deliven, erection and bracing of trusses and truss sisterns see ANSUTP11 Cluality Criteria and DSB-22 avagable from Taus Plate institute :ViVorraliVarrml Rose,olle, CA 95661 and Best Building Component Safety information ayadatoe from the Structural Building Comrionern Association ivrrvvi sticscomponerils conn; 916 755 3571 fM§Tet,-US com Our ! Ply R85361630 Job i Truss i Truss Type I I UNIT-15 1A05A !1, JACK -CLOSED i Builders FirstSomce (Carrollton TX). Carrollton TX- 75006. LOAD CA SE(S) Standard I I Dead + Root Live fbalanced) Lumber Increase=1 00, Plate ;ncrease=1 00 Uniform Loads I ' plPi Vert 1-7=-250.8-11=-20 Concentrated Loads (lb) Vert 12=-1000 13=-1000 If 1 2 'Job Reference loptionali 8.630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 39 2024 Page 2 ID. VuBnidxGYg;i/HsXo6NHysBXDznnR7-RfC'?PsB7OHq3NSgPqnL8w3utTXbGKVVrCDoi7J4zJC')f Design vaird for use only with MiTek,8 scones tors Thi s design is based oml- upon tona meters shown, and is for a n md-duat DuAmm; c omponent, not a truss system Before use the burning designer must runny the apphcobifit� of design parameters and pnmLr1j incorporate this design into the overall wildingdesign Bracing indicated :s to prevent Duckling of individual truss rum rider chord memeecs only Addiponaltempotary and Permanent bracing MI*Tek:' is arv,ays required for slatildy and to prevent collapse verth possible personal injury and pfopettv damage for flemnat guidance regrudmg the 4,U)Sunflse Ave Suite 270 fabrication, storage delriev), erection and brimmg of Trusses and truss systems, see ANW17P11 Quakity Central and DSB-22 available from Truss Plate Institute w.1mTrarstorgf Roseville. CA 95661 and BCSf Building Component Safety Information avaoable from the Stiuctural! 8ugrum; Component Association (vnivii smscomporients coma 916 755 3571 ;MTek-US cam Oty Ply R85361634 Job i Truss I UNIT-15 1A06 i Builders FirstSorace (Carrollton TX). i Truss Type ROOF SPECIAL SUPPORT Carrollton, TX - 75006, 2,,4 11 2,6 it 2 3X6 3 18 17 16 2x4 11 M It 6x3 = I i 1 1 i lJob Reference loptionall 8 6M s Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 39 2024 Page I ID VtiBnidxGYgV7,HsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8w3ulTXbGK'Alff-'Doi7J4zJC7f 14-10-8 14-10-8 2,4 It 4 3X6 = 5 F• 15 14 2,6 II 6,8 = Plate Offsets (X,Y)-- [120-3-80-3-0],(14,0-3-8:0-3-01,[160-3-80-3-01 LOADING (psf) SPACING- 2-0-0 C St. TCLL 1000 Plate Grip DOL 100 TO 023 TOOL 250 Lumber DOL 100 BC 016 BOLL 00 Rep Stress Incr NO W6 0 56 BCDIL 100 Code tRC2021!TP12014 frilatmr-S LUMBER - TOP CHORD 2X4 SP 165OF I 5E or 2x4 SP No 1 of 2x4 SP SS BOT CHORD 2x4 SP 165OF 1 5E or 2X4 SP No I or 2x4 SP SS WEBS 2x4 SP No 3 'Except* 1-18 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP to 31 OTHERS 2x4 SP No 3 REACTIONS. All bearings 14-10-8 14-10-8 14-10-8 2?,4 If 6 M 7 13 12 2a6 If &8 = Scale = 124 5 3,6 2,4 It 9 L-LA' 11 to 2X6 It 6vS = DEFIL. in hoc) Loefl L'd PLATES GRIP VertiLL) Wa n1a 999 MT20 24 4A 90 VertrCT) nia n.a 999 Hofz(CT) -0 01 10 nia wa Weight 80 r1b FT = 20% BRACING- TOPCHORD Structural wood sheathing directly applied of 6-0-0 oc pudins, except end verticals. SOT CHORD Rigid ceiling directly applied of 6-0-0 cc bracing. Except 10-0-0oc bracing 17-18 (Ib)- Max Holz 18=81(i-O 9) Max Uplift All uplift 100 lb or less at joint(s) except 18=-353(LC 27), 10=-983(LC 30).11=-998fLC27),12=-1028(LC30),13=-1041i,LC27),14=-1010(LC30), 15=-1024('-C 27), 16=-953(LC 30),17=-638(l-C 27) NlaxGrav All reactions 250 lb or less atjosntfs) except 18=355(LC 34), 10=1025(LC 31), 11=1120(LC 34) 12=1139(LC 31), 13=1157fl-C 34) 14=1123(LC 31) 15=1139dLC 34Y 16=1066fl-C it), 17=733fLC 34) FORCES. l lb) - Max Comp Wax Ten. - All forces 250 ilb.) or less except when shown TOP CHORD 2-3=-1034,1l050,3-4=-45V452, 4-5=-9741976,5-6=-389,1378, 6-7=-868.,'868. 7-8=-397 �38,L 8-9=-588!555 HOT CHORD 1G-17=-8201738,15-16=-498,450 14-15=-845179T 13-14=-401,'376,12-13=-8971872, 11-12=-397i376, 10-11=-951939 WEBS 8-11=-1087,'1101, 7-12=496180 6-13=- 11431 14T 5-14=-501 187, 4-15=-1 1321118, A 3-16=-522,1205, 2-17=-870'813, 2-16=-15071553 4-14=-152311548, 6-12=-1505!1 515 8-10=-132111331 NOTES. F 1) Wind ASCE 7-16, Vult=115mph t3-second gust) Vasa=91mpn, TCDL=6 Opsf. BCDL=6 Opsf, h=30ft, 6=45ft. L=40ft, eave=2ft Cat )1. Exp C. Enclosed: MWFRS and C-C Comer(3) zone, cantilever left and right exposed end vertical left and right CD (directional) exposed.0 -C for members and forces & 1AWFIRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry all -- Gable End Details as applicable or consult qualified Building designer as per ANSFTPI I f !'AAA CID,S A HE R-NAP�ou7 e 3) Provide adequate drainage to prevent water bonding. 4) Gable requires continuous bottom chord bearing 113878 5) Truss to be fully sheathed from one face or securely braced against lateral movement u e diagonal web). 6) Gable studs spaced at 2-0-0 oc ...... 7) This truss has, been designed for a 10,0 psf bottom chord Live load nonconcurrent with any other live loads %SIONALV� %x 8) ' This truss has been designed for a live load of 20 Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and ant, other members 91 Provide mechanical connection (by, Diners) of truss to bearing plate capable of withstanding 353 to uplift at joint 18, 983 lb uplift at COR F-12513 joint 10. 998 In uplift at joint 11, 1028 lb uplift at joint 12, 1041 to uplift at joint 13, 1010 lb uplift at joint 1.4, 1024 to uplift at joint 15 953 lb uplift at joint 16 and 638 to uplift affront 17. November 15,2024 tf qn_pNe 2 .......... ....................................................................................................................................................................................................................................... .. . . Design vald for use only oft LhTeft connectors This design is based only upon parameters sand is for an inciNidual punning component, not a truss s,�sssm Before use the budding designer must veriB the applicability op parameters and property incorporate this design into the Overall MiTek' awk1mgmisign bracing indicated d; to preventmicidling mindwrdual truss web and;orchind members only a, aheays reorwred for Map* and to preveritcollaose one possible personal imury and property damage for gerenaigumance regarding the 40OSunrise Ave Suite 270 fabrication, storage, cohvery, erection and brooms of trusses and truss systems, see ANSVIP11 Guality criteria and 4SB-22 avwlame from Truss Plate Institute ,,maiolpirurtorg; Rosevire, CA 95661 and SCSI Building Component Safety information available from the structural Bunning Component Association ivrvm socscomitionents, coma via 755 357li?Jo`e1,-US con Truss Type Oty ' Ply R85361634 Job i Truss I UNIT-15 !A06 Builders FirstSomce (Carrollton TX). Carrollton, TX - 75006, i ' Job Reference loptionall 8 630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 39 2024 Page 2 ID VtiBnidxGYg>7,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8w3ulTXbGK'Alff-'Doi7J4zJC'�f NOTES- 10) This truss has been aestgned for a total drag load of 300 plf Lumber DOL=(l 33) Plate grip DOL=(l 33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-10-8 for 300 0 pit 1 A , , , � 1: :: " : Design valid for use only min W016 connectors T his design is based only upon par am tuters shown, and is for an ndnavlu at pushing component. not a truss vy stem Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the ove(alt buirdutit design Bracing indicated ts to prevent buckling at indonduat truss web ambor chard members oref Addiforal temporary and permanent oracing MiTek' is always required for statinity and to prevent collapse crifte possible wsDn at mpury and property damage for general guidance reganfing the 40OSunnse Ave Suite 270 fatincabon, storage, delivery erection and bracing of trusses and truss systems, see AN SVTPII Quality Criteria and DSB-22 availane from Truss Plate Institute ;VyWbr minor war Roseville, CA 95661 and SCSI Burp mil Component Safety Information avalans, from the Structural Ounifing Comooneril Assouatum fvvmv snes-ommonerbs coma 916 7553571 efd€Tet.-US coin Job i Truss i Truss Type I Our Ply i R85361632 UNIT-15 1 A07 I Jack -Closed I i Builders FirstSomce (Carrollton TXj. Carrollton, TX - i5006, 3-4-12 3-4-12 1 3r6 = i ' Job Reference loptionah 8 630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 40 2024 Page 1 10 VLiBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8s,,,3ulTXbGkl�'CCDOi7j4zJC'�f 6-9-8 1 3-4-12 025 'iY 2 3w4 2\4 11 3 Scale = 1 15 7 711 5 3x(l 6 4 2,4 it 3'/4 3-4-12 6-91-8 3-4-12 3-4-12 LOADING ipsf) SPACING- 2-0-0 C st, DEFL, in (loc) Edell Ltd PLATES GRIP TCLL 1000 Plate Grip, DOL 100 TC 050 VertiLL) -002 5 >999 480 MT20 244l190 TCDL 250 Lumber DOL 100 BC 019 Vert(CT) -002 5 >999 240 BOLL 00 Rep Stress Incr YES W6 049 Horz(CT) O.00 4 Wa wa BCDL 100 Coca IRC202VTP12014 tilatfix-AS Vi)ndf.LL) 001 5 >999 240 Weight 38 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2x4 Sri No I or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied except end verticals BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No 1 or 2x4 SP SS BOT CHORD Rigid calling directly applied WEBS 2x4 SP No,3 REACTIONS. j ' size) 6=plechanical, 4=0-5-8 b4ax Harz 6=78(LC 9) Max Uplift 6=-55(LC 8), 4=-57(LC 9) 10ax Gray 6=B7&,LC 1), 4=878h-C 1) FORCES. (lb) - Max Comp ?Max. Tcn - Air forces 250 i1b) or less except when shown TOP CHORD 1-6=-9451302. 1-2=-887/280,3-4=-314020 BOT CHORD 4-5=-342t882 WEBS 1-5=-351,i1020,2-5=-4481230,2-4=-1029,,,367 NOTES- 1) Wind ASCE7-16: Vult=115mph f3-second gust) Vasd=91mpn TCDL=60psf. BCDL=60pst, h=30ft, B=45ft L=404t, eave=5ft Cat. It. Exp C Enclosed MWFRS (directional) and C-C Corner131) zone, cantilever left and right exposed. end vertical left and right exposed.C-C for members and forces & j,4VVFRS, for reactions shown. Lumber DOL1=1 60 plate grip D0L=1 60 2) Provide adequate drainage to pfeventA.ater pending. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurfent with any other live loads 4) "This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0iside will fit between the bottom chord and any other members 5) Refer to girders) for truss to truss connections. 6) dayfrsgplate capable ofisvithstanding 55 Is uplift at joint 6 and 57 lb upliint 47) This truss design requires that a minninum of 7116" structural wood sheathing be applied directly to the lop chord and I i2" gypsum sneetrock be applied directly to the bottom chord a, iiat-AARCCS A H�.. I RNZOU.4 113 8 7 8 Q�'- /CENSIE� it...... I k ' StION AL VIN COR F-12513 November 15,2024 Design for use rant) with livii-reo& connectors This design is based only upon parameters shown, and is for an individuat chaining component not MiTek a truss systern Before use, the budding designer must verdii are applicability of design parameters and property incorporate this desfrin into the overall builinngdesign Bracing indicated is to prevent bucking ofinifiviound truss vied anchor chord memberis only Additional temporary and peff"arientufacubt a atways required for stability and to prevent collapse w0lb possible personal injury and thopiotl damage For geriera&guldaroe regarding the 400Sunrise Ave Surte270 taturcabon storage, delivery, erection and bracing oflrusse5 and truss systems, see ANSIrfPI1 Quality Criteria and DSB-22 available from Truss Plate Instaine :%naw uonst pull rcvsevufe. CA 9566f and BCSI Building Component Safety butormation available from the Structural building Component Assodabon i,vnviv sbcstomponerds coma 916 -,55 3571 1 fiddeit-US COM Job i Truss i Truss Type UNIT-15 Bol Roof Special Builders FirstSorace (Carrollton TXi. Carrollton, TX - 75006, 2-5-10 4-7-12 2-5-10 2-2-2 025 12 3,,4 2y4 11 2 FJ oty ' Ply R85361633 i 'r Job Reference loptionah 8 630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 40 2024 Page I ID:VuBmdxGYgWHsXo6NHys8XDznnR7-RfC'?PsB70Hq3NSgPqnL8r,e3utTXbGKIA?rCDoi7J4zJC'?f 8-0-8 9-3-8 3-4-12 1-3-0 2\4 11 3 Zz HIM 7 3,10 = 5X6 = Scale = 1 17 5 2,4 11 ONE 4-7-12 i 9-3-8 4-7-12 4-7-12 1 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) I'def! LA PLATES GRIP TOLL 1000 Plate Grip DOL 100 TO 041 Vert(LL) -003 7 >999 480 MT20 2441190 TCDL 250 Lumber DOL 100 SO 023 VertICT) -003 7 -999 240 BOLL 00 Rep Stress mot YES VVB 045 Horz(CT, 001 6 n1a n,a BCDL 100 Code IRC2021.'TP12014 Matrix -AS Windit-L) 001 7 >999 240 Vileight 53 to FT = 20% LUMBER- SRACING- TOP CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied, except end verticals BOT CHORD 2x4 SP 1650F 1,5E or 2x4 SP No I or 2x4 SP SS BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No,3 REACTIONS, (size) 840echanical 6=Mechanical Max Horz 8=84(LC 9) Max Uplift 8=-70(LC 8). 6=-73(LC 9) Max Grav 8=1 215(LC 1), 6= 1 215(LC 1) FORCES. (lb) - Max Comp Wax, Ten, - All forces 250 (to) or less except when stmom TOP CHORD 1-8=-2821101, 2-3=,13831378, 3-4=-13871385 BOT CHORD 7-8=-3881034, 6-7=-218f598 WEBS 2-8=13251414, 2-7=-1 171475, 3-7=-7511,261, 4-7=-2651955 4-6=-1285)425 MOTE S- I I Unbalanced roof live loads nave been considered for this design 2) Wind ASCE 7-16, Volt= 1 15mph 13-second gust) Vasd=91 mph TCDL=6 Opsf. BCDL=6 Opst h=30ft, B=45ft L=40ft, eave=5ft Cat. fl, Exp C, Enclosed PAWFRS (directional) and C-C Corner(3) zone, cantilever left and right exposed . end vertical left and right exposed:C-C for members and forces & %IVVFRS for reactions shown Lumber DCjL=1 130 plate gnp D0L=1 60 3) Provide adequate drainage to prevent water bonding. 4) This truss has been designed for a 10,0 list bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by, 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girdel-ts) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 8 and 73 lb uplift at int eOF 8) This buss design requires that a minimum of 71 " &'structural wood sheathing be applied directly to the top chord and 1.12" gypsum sheetrock be applied directly to the bottom chord ye Or fe!AARCOS A HE R-NAP�ou7 .... six 113 8 7 8 01 %%x SIONALV� COR F-12513 November 15,2024 Design valid for use only with Mffei,� connectors This design is based amy upon parameters shcrivn and is mf an individual nakthig component, not a truss sVinern Before use, the building designer must venfi the applicability of design parameters and property incorporate his design into the "erag holding design Bracing indicated is to prevent buckling ofindivnmal truss iveb and'or chord members only Additional temporar? and permanent afacam MiTek' is aforays required for stabrisy and to prevent collapse with possible personal ahun, and properis damage For general guidance regarding the 40OSumnvAve Suite 270 raw' ation, storage, dinivert, erection and bracing of trusses and truss systems see ANSIaPul Quality Criteria and DSB-22 avaAable forsnuss Plate institute +Vowwmmstorg; Rosefilnr. CA 95661 and SCSI Building Component Safety Information available from the Structural flutidwill Corm arneritAssociihoul i,vnnt slociscomiumerns com) 916 ISS 3571 '?Jr reI,-US coin Job i Truss i Truss Type ofir Ply i R85361634 UNIT-15 IB02 ROOF SPECIAL SUPPORT I 1 I I i i 5sib Reference lopficinall Builders FirstSorace (Carfoilton TX). Carrollton, TX - 7 5006 8 6M s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 412024 Page I 10 VLiBmdxGYgV7,HsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8kv3ulTXbG{ lircDoi734zJCIf 845 9-3-8 8-0-8 1-3-0 0 25,112 Scale = 1 17 0 4'6 2,4 If 2A 11 3x4 3X6 = 2 3 4 5 6 J G 12 M It 6X8 = M Plate Offsets (X,Y) . . .......... f8 0-3-80-3-01,19 0-3-8.0-3-Oj 1110-3-8 0-3-0) 10 IN 64 = 2x-6 If LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in (loc) IhJefi L/d PLATES GRIP TOLL 1000 Plate Grip DOL 100 TO 049 Venfl-L) Wa Wa 999 MT20 244190 TCDL 250 Lumber DOL 100 SO 012 VerIlCT) Wa Wis 999 BCLL 00 Rep Stress Inct NO WB 0 61 Hofz(CT) -0 00 9 n1a n?a BCDL 100 Code )RC2021,'TPL2014 Mablx-S Weight 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP 1650F I 5E or 2x4 SP No 1 or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pumns, BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS except end verficars. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x4 SP No,3 REACTIONS. Ali bearings 9-11-8 (lb) - Max Harz 12=84(LC 9) %1axUpbff All uplift 100 In or less at jointls) except 12=-1155(,LC 27),7=-1083(LC 30), 8=1096iff-C 27) 9=-1209(LC30).10=-1204(LC27)11=-1136(LC30) hTaxGrav All reactions 250 In or less aticifir(s) except 12=1203(LC 34) 7=I093(-C31),8=1201lLC34), 9=1334(LC 31), 10=131 I(LC 34) 11 =1255(LC 31) FORCES. urn - h1ax Comp Wlax, Ten, - All forces 250 (1b) or less except when shown TOP CHORD 1-12=-121 1/1151. 1-2=-10531059 2-3=-485492 3-4=-1024.11012, 4-5=420i,114. 5-6=-564/566. 6-7=-10591076 BOT CHORD 11-12=-6861610, 10-11=-540.,498 9-10=-812i769 8-9=455?425 7-8=-333,1342 WEBS 5-8=-383i139A-9=-54V21T 3-10=-1301"1291, 2-11=-530.201, 1-11=-1526,11573. 3-9=1668t1703, 6-8=-12061177 NOTES- 1) Unbalanced roof live loads have been considered for this design 2P Wind ASCE 7-16. Vult=l 1 5Mph [3-second gust) Vasd=91mph: TCDL=6 Opsf� BCDL=6 Opsf h=30ft, B=45ft L=40ft, eave=2ft Cat. 11, Exp C. Enclosed, hI%,VFRS (directional) and C-C Comen3) zone: cantilever left and right exposed , end vertical left and right exposed:C-C for members and forces & TAWFRS for reactions shown, Lumber DOL= 160 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard industry Gable End Details as applicable or consult qualified building designer as per ANSVTPl I 4) Provide adequate drainage to prevent eater pondfrig. 5) Gable requires continuous bottom chord bearing xi, 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i e diagonal vieb) 7) Gable studs spaced at 2-0-0 oc la MARCO'S A, HERNAN EZ sir 8) This truss has been designed for a 10,0 psf bottom chord five load nonconcurfent with any other live loads ........... 9) 1 This truss has been designed for a live load of 20 Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 113878 will fit between the bottom chord and any older members '. 4 ' - . 4r, 10) Provide mechanical connection toy others) of truss to bearing plate capable of withstanding 11551bupifftatloint 12 1083 lbuplift !C E N S. � - at joint 7 1096 to uplift at joint &1209 lb uplift at joint 9, 1204 ib uplift at joint 10 and 1136 lb uplift at joint 11 , .- '.«. c2N 11) This truss has been designed for a total drag load of 300 pit Lumber DOL=rI 33.) Plate grip DOL=f 1 33) Connect truss to resist crag loads along bottom chord from 0-0-0 to 9-3-8 for 300 0 plf. COR F-12513 November 15,2024 Design alid for use only winki MnTer� contractors This design is based amy upon parameters shwwn and is trin an sidividuat loading component. not atrusssVinem Before use, the building designer must Yerui the applicability ofriesign parameters and property incorporate this design into the overall cruidamdestim Bracing indicated is to pre,ent buckling ofindrormal truss vurb andror chord members only Addilesnalterripwar? and issomanivotafacing Mlffek' is ativays required to, stabritht, and to present collapse who possible personal uhun, and properls damage For general guidance regarding the 400SunnseAve Surge 270 fibrut ffion, storage, dinrvert, erection and bracing of trusses and truss systems see ANSfalull Quality Criteria and DSB-22 avielante from Truss Plate midiruite !wvov, minst ortu Rose vilte, CA 95661 and BCS1 Building Component Safety Information available from the Structural Suffmag component Association i,mos inscscomrionerns coon 916 765 35711 rsuer,-US corn Job i Truss i Truss Type QtV ':Ply i R85361635 UNIT-15 jBX0l Flat Girder 1 1 1 i i i Job Reference topfionah Builders FirstSocace (Carrollton TX). Carrollton, TX - 75006, 8 630 a Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 412024 Page I ID.VuBnidxGYg>�,'HsXo6NHys8XDznnR7-RfC'?PsB70Hq3NSgPqnL8w3ulTXbGw,'7rCDoi7J4zjC'?f 1-8-7 3-3-1 4-11-8 iN, - --- ----- = 1 13 4 1341$iScale ............. ............ I 7 6 5 6'a 7Y8 "J 2,4 118 4x5 1-8-7 3-3-1 4-11-8 1-9-7 1-6-11 1-8-7 Plate Offsets IX,Y)-- j(50-3-8,0-4-121,170-3-40-4-4] LOADING (psf) SPACING- 2-0-0 C St. DEFL. in (loc) 1!defl L/d PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 0 1-1 Vernt-L) -0 01 6 =999 480 fvIT20 244190 TCDL 250 Lumber DOL i 00 BC 045 VernCT) -002 6 >999 240 BCLL 00 Rep Stress mcr NO WE 0 73 Hofz(CT) 000 5 Wa n/a BCDL 100 Code IRC2021.'TP12014 klatnx-MP Windh-L) 000 7 >999 240 Weight 37 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1,5E or 2x4 SP No 1 or 2x4 SP SS TOP CHORD 2-0-0 oc punins. 1-4, except end verticals. SOT CHORD 2X6 SP 240OF 2 GE or 2x6 SP DSS or 2x6 SP M 31 SOT CHORD Right ceifing directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 'Except' I-& 2x6 SP 240OF 2 OE or M SP DSS or M SP tv! 31 REACTIONS, (size) 8=0-5-8,54,lecmanrcat Max Herz 8=-66(LC 4) hilax Uplift 8=-1 05(LC 4), 5=-183(LC 5) flax Grav 8=1 395iLC 1) 5=2496ILC 1) FORCES. alb) - Max Comp itilax. Ten. - Ap forces 250 alb) or less except when shown TOPCHORD 1-8=1347M 11, 1-2=-986;88.2-3=-1219!104 BOT CHORD 6-7=-105!986. 5-6=-109i1219 WEBS 1-7=-123?1535, 2-7=-646170. 2-6=40i353 3-6=-76956 3-5=-1840143 NOTES- 1? Wind ASCE7-16, Vult= I 15mph (3-second gust) Vasd=91 mph TCCiL=6Cpsf� BCDL=60pst, h=30ft, B=45ft L=40fl, eave=5ft Cat. 11, Exp, C. Enclosed vlWFRS (directional), cantilever left and right exposed end vertical Jeff and Tight exposed; Lumber DOL=I 60 foate, grip DOL =1 60 2) Provide adequate drainage to prevent pahn ponding 3) This truss has been designed fora 100 pst bottom chord live load nonconculterdwith any other live loans 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 11) Refer to girderks) for truss to truss, connections 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 105 Ift uplift at joint 8 and 183 lb uplift at joint 5 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top ana!or bottom chord 8) Hanger(s) or other connection desice(s) shah be provided sufficient to support concentrated load(s) 784 lb down and 72 to up at is * 2-0-12 and 787 to down and 70 In up at 4-0-12, and 1082 in down and 78 lb up at 4-3-12 on bottom chord The designlselection of * % * .. - ".. » ........ --- such connection devicets) is the responsibility of others MARCOS A �4ER114ANDEZr 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 13 8 7 8 LOADCASE(S) Standard 1) Dead + Root Live Lumber Increase=l 00, Plate Mcrease=1 00 e ICE NV� (balanced) Uniform Loads (pit) Vert 1-4=-250, 5-8=-20 Concentrated Loads 11to, Vert 9=-784(B) 10=-1869(F=-1082. 8=-787) COR F-12513 November 15,2024 Mfriu� connectors This design is Pased only upon parameters shown, and is for an individual building component nor Design valid for use ruse, MiTek atrusssystem Before use, the building designer must verity the aprocabrify ofilesqm parameters and grog incorporate this design into the overalt owlifingidesign Bracing indicated is to prevent buckling of uldividuar truss vieb and'or chord members only Additional temporary and permanent bracing is always required for stainI6 and to prevent crulapse vials possible personal injury and propertV damage For general quelance regarding the 400SurniseAve Sulb,270 Fabrication, -forage dehvew, erection and bracing of trusses and truss systems. see ANSKPII Quality Criteria and DSB-22 available from Truss Plate Institute i"NAU, Insist orgi Roseville. CA 95661 and BCS4 Building Component Safety information avallable, from the Structural Buridmg Component Association rvAAY socscomponents earn) 9t675S357j.4JjTei,-UScam Job i Truss UNIT-15 BX03 Builders FirstSornce (Carrollton TX). 2-7-0 2-7-0 rr Truss Type FLAT Carrollton, TX - 75006 14 13 1, 10 PA I 8AH S II 4-10-9 2-3-8 Oty ! Ply R85361636 31, Job Reference loptionan 3.630 A Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 42 2024 Page I ID VttBmdxGYg;�/HsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8kv3ulTXbGKIIVrCDoi734zJC?f 6.3-0 7-7-8 9-10-12 12-5-8 1-4-8 14-8 2-3-4 2-6-12 2/A If 5?,8 3,4 2 3 5 4 12 10,16 11 15 10 16 9 17 12v14 10xI6 = lits,16 PLY -TO -PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES FACE 41OUNT HANGER SHALL BE ATTACHED WTH A MINIMUM OF 0 148'x 3"' NAILS PER HANGER MANUFACTURER SPECIFICATIONS Scale = 122 6 3;i10MIaAHS It 2-7-0 4-10-8 7-7-8 9-10-12 12-5-8 2-7-0 2-3-8 2-9-0 Plate Offsets (X,Y)-- 11.0-3-0,0-2-41,130-3-8,0-2-81-170-4-04-2-121,f8Edge.0-5-81,f100-3-80-5-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Lclefl LAI PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 045 VertiLL) -012 10-11 >999 480 NIT20 220i190 TCDL 250 Lumber DOL 100 BC 092 Vert(CT) -019 10-11 >773 240 M18AHS 186,179 BOLL 00 Rep Stress mcf NO WFI 0 60 Horz(CT) 005 8 n1a ryd BCDL 100 Code IRC202VTP12014 Matrix-NIS Wmd(L-L) 002 10-11 >999 2-10 Weight 278 11) FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP N1 31 TOP CHORD 2-0-0 oc puoms (6-0-0 max.) 1-7, except end verticals. BOT CHORD 2xE SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP NI 31 HOT CHORE Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 DF 240OF 2 OE or 2x4 SP 240OF 2 OE or 2x4 SP DSS *Except' 1-1 3. 7-8 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP 10 31 2-12,3-11 5-10 6-9. 2x4 SP 165OF 1 5E or 2x4 SP No I or 2x4 SP SS 4-11.4-10 2x4 SP No 3 REACTIONS. (size) 13=0-5-8,8=0-5-8 Max Herz 13=-69(LC 21) Max Grav 13=1 3403(LC 1). 8= 1337 7(LC 1) FORCES. flb)-fy4ax,Comp )bIax, Ten - All forces 250 (lb) or less except when sftoy,.,n TOP CHORD 1-13=-11246,,0,1-2=-1429510,2-3=-14295�O, 3-4=-24049,0. 4-5=-24262/0 5-6=-14959,10. 6-7=14959,0. 7-8=-11889,10 BOT CHORD 12-13=-12r814,11-12=0,24049, 10-11=0,'24026,9-10=0!24262. 8-9=-12.,845 WEBS 1-12=0?17086 2-12=472,1403-12=-12492,'O, 3-11=Q'7044,4-11=01179. 4-10=-11311394, 5-10=07(5716. 5-9=-1 1956,Qy 6-9=-398:220. 7-9=0,117949 NOTES- 1) n!a 2) rya 3) 3-ply truss to be connected together with 100 (0. 131`x3") narts as follows. Top chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Bottom chords connected as follows 2x6 - 3 rows staggered at 0-4-0 PC Webs connected as follows 2X4 - I row at 0-9-0 oc, Except member 2-12 2x4 - 2 rows staggered at 0-4-0 oc, member 3-11 2x4 - 2 ...... rows staggered at 0-4 -0 oc member 5-10 2x4 - 2 rows staggered at 0-4-0 oc 4) All loads are considered equally applied to all except If noted as front or back face in the LOAD CASE(S) section Ply to 4:, & plies (F) (6) 'ter ptv connections nave been provided to distribute only toads noted as (F) or (B) unless otherwise indicated 1, , . 5) Wind, AISCE 7-16, Vult=l 15mph (3-seconci gust) Vayd=91 mph TCDL=6 Opsf. BCDL=6,0psr h=30ft, B=45ft. L=40ft, eave=5ft. Cat. ......... II, Exp C, Enclosed'. MWFRS (directional): cantilever left and right exposed, end vertical Jeff and right exposed, Lumber DOL=I 60 0olvIARC(DS A HERNANDEZyf plate grip DOL=l 60 .......... 6) Provide adequate drainage to prevent vialef bonding. o% 113878 '- 7) All plates are TOT20 plates unless otherwise indicated 8) This truss has been clesignecifora 100 bottom chord live load nonconcurrentwilh any other liveloads °p Z - I 0,�` psf 9) ' This truss has been designed for a live load of 20 post on the bottom chord in all areas at a rectangle 3-6-0 tall by 2-0-0 wide GN will fit between the bottom chord and any other members %k SION Alt-51%X — 10) Graphical purism representation does not depict the size or the orientation of the puffin along the top and!or bottom chord. COR F-12513 November 15,2024 s, be sign valid for use only veith lAiTe4,,8 connectors Ths dsign is based only upon parameters shovo, and isrof an aidnoduat butriling componenova , not a truss system Before use file building designer trust veerity the applicamiry of design parameters and mapert/ incorporate this design into the overall bouldrig design Bracing indicated is to prevent truciling of indivirrual truss web andior chord marchers only Additional temporary and permanent roacing MiTek' is arways required for stabOdy and to prevent cotlarse with Possible personal rgurp and property damage for generalpiurdance regarding the 40OSunnse Ave Suite270 fabrication storage, deloreri, erection and bracing of trusses and truss systems see ANSVTPII Quality Criteria and DSO-22 available from Truss Plate Institute :y1Ar01b1nstorgy RosevirpCA 9566f and SCSI Building Component Safety Information 3,Mumle from the Structural friarding Component Association Lvov stiescomporients come Sic 755 3571 ? knTek-US corn Truss Type FLAT R85361636 Job i Truss UNIT-15 BX03 Builders FirstSonace (Carrollton TX). Carrollton, TX - 75006 I i %P ' Job Reference loptionall 8.630 s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 42 2024 Page 2 ID VttBmdxGYg;�/HsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8kv3ulTXbGKIIVrCDoi734zJC7f NOTES- 11) Hanger(s) or other connection deviceis) shall be provided sufficient to support concentrated load(s) 659 In down at 0- 104 1941 lb down and 122 In up at 0-10-4 655 to down at 2-10-4. 1938 10 down and 126 lb up at 2-104 1938 lb down and 126 10 up at 4-10-4. 4660 lb down at 4-10-8, 1195 In down and 90 In up at 6-10-4. 1938 lb down and 126 ib up at 6-10-4 3073 to down and 184 lb up at 7-7-8, 1195 lb down and 90 lb up at 8-10-4, 1938 In down and 126 in up at 8-10-4, and 1195 In down and 90 ID up at 10-10-4 and 1936 Ib down and 126 In up at 10-10-4 on bottom chord The designiselection of such connection device(s) is he responsibility of others LOAD CA SE(S) Standard 1) Dead + Roof Live (balanced) Lumber lncrease=1.00, Plate Increase=! 00 Uniform Loads (pit) Vert 1-7=-250, 8-13=-20 Concentrated Loads i lbi Vert 12=-2233(F=-295 6=-1938) 1 1=-6598(F=-4660, B=-1938) 10=-30711(6) 14=-2240(F=-299, B=-1941) 15=-3133(F=-I 195, 6=-1938) 16=-3133(F=-1195, B=-1938) 17=-3133IF=-1195, B=-1938) W.� �. � � � � � � � � � � � .� � � � .� � � � � � � � � � � W ............................................................ Design valid for use only iyon MrTerA connectors This design is based on ly upon oaf ameters shown, and is tot an indyoftiat pudding cwnrvorrent, nod a truss system Before use the budding designer must venh, die appificarbilft ofdesfgn parameters and properly incorporate this design into the overao building design Bracing indicated is to prevent buck rig of indWsluai truss web andmr chord members only Andmomp temporary and permanent Noting MiTek" m alwarts required for stability and to prevent ommilive vvilp possible personal inlurg and nuiperly damage for general guidance regarding the 400Surm"eAve Suite 270 fatarroaturn, storage denvery, erection and bating of trusses and truss srstrbus see ANS1111"ll beatify Criteria and OSS-22 available from Truss Plate Institute twww dirristong; Rosevltte. C.A. 9566 1 and Bost Building Component Safety information availabe from the Structural Bunding componeraAssociatoor ivAv%v sdcscommmeras corm 916 755 3571 ; fj)Tek-US coin Job i Truss i Truss Type Otir Ply i )UNIT-15 I R85361637 IBX04 (FLAT I i 4 !,Job Reference loptionah I Builders FirstSouvce (Carrollton TX), Carrollton, TX - 75006 8.630 a Sep 26 2024 MiTek I ndushiles, Inc Thu Nov 14 14 50 43 2024 Page I ID: VttBmdxGYg,�/HsXo6NHvs8XDznnR7-RfC'?PsB7OHq3NSgPqnL8r,e3utTXbGK 'VrcDoi7J4zJC?f 3-8-14 7-24 10-7-10 14-1-0 15-10-14 17-8-12 19-6-10 21-8-0 3-8-14 3-5-6 f 3-5-6 3-5-6 1-9-14 ! 1-9-14 1,9-14 2-1-6 Scale = 1 36 5 2,,,4 11 4Y5 3,,e4 2x4 It 5,6 4,,6 7YI0 = 1,4 11 71 4 �,719 3 7�1 20 7 �7 7 7 2 174.'��.' 141- -- 17 15 14 13 1226 16 21 22 23 24 25 26 27 11 4v5 5:i10 = 5, 12 N1181AHS = 4k5 7X10 6r8 = 4wit 5Xs PLY -TO -PLY CONNECTION REQUIRES Ti AT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES FACE MOUNT HANGER SHALL BE ATTACHED 0TH A MINIMUM OF 0. 148'x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS 3-8-14 7-2-4 10-7-10, 14-1-0 21-8-0 I 34 14 3-5-ii 3-5-6 3-7-12 Plate Offsets (XY)1-- [10-3-40-1-121,,,'20-3-60-2-81,[120-1-80-2-0),[130-2-00-4-121 N 5 0-3-8,0-2-8]. [17 0-3-8.0-2-81 LOADING (psf) SPACING- 2-0-0 CST, DEFL, in (Ioc) Ldefl LA PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 055 Vert(LL) -0 17 14 >999 480 bIT20 244190 TCDL 25 0 Lumber DOL 100 BC 0 84 VertICT) -042 14 >601 240 M I 8AH S 1861179 BOLL 00 Rep Stress mcf NO WB 100 Hruz(CT) 008 11 wa n1a BCDL 100 Code IRC2021!'TP12014 rIatdx-flS Windti-t-I 002 14 ,999 240 Vielght. 611 lb FT 20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP tfl 31 TOPCHORD 2-0-0ocPurhns(6-0-0max) 1-10, except end verticals BOT CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP bI 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP 1650F I 5E or 2x4 SP No I or 2x4 SP SS 'Except' 1-18.10-11 2x6SP240OF2,OEor2x6SPDSS or2x6SP[,131 2-17 3-15 4-14 5-13,8-12 2x4 SP No 3 REACTIONS. (size) 18=0-5-8 11 =0-5-8 Max Horz 18=72(LC 7s MaxGrav 18=10551(LC 1). 11=11816it-C 1) FORCES. (lb) - Nrax. Comp Yklax Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-18=-1013410, 1-2=-16674iO, 2-3=-2847Z,0, 3.4=-340820, 4-5=-33524/0. 5-6=-33524/06-8=-20119t0,8-9=-20119,,O.9-10=-646a0 10-11=-666i0 BOT CHORD 17-18=0`S84 15-17=016674,14-15=13,28472 13-14=0'34082 12-13=027105 11-12=0!10643 WEBS 1-17=017991 2-17=-8995,'0 2-15=0,'13498 3-15=-557T10, 3-14=0o6416,4-14=-24141'0, 4-13=-190&'O5-13=-1351,0. 6-13=019314, 6-12=-10137,`0 8-12=-364i78 9-12=0,13750 NOTES- 1) wa 2) 4-pip truss to be connected together with 100 t0.131-X3") nails as follows Top chords connected as follows rovis staggered at 0-9-0 oc Bottom chords connected as follows 2x6 - 3 fows staggered at 0-4-0 oc 0 F ti, Webs connected as follows, 2x4 - I row at 0-9-0 oc, Except member 5-13 2x4 - 2 rows staggered at 0-4-0 oc member 8-12 2x4 - 2 . ...... rows staggered at 0-5-0 oc Attach TC 1 [2' drarn bolts A-307) the the 4-0-0 izb.,_` wf (ASTLI in center of member w1washers at oc 71Z, % Attach BC w/ 1,12" dram bolts (ASTNI A-3071 in the center of the member w.1washers at 4-0-0 oc. bi, : if 3) All loads are considered equally applied to all plies except if noted as front IF) or back IB) face in the LOAD CASE(S) section. Ply to pit. -4 ........ fMARCOS ply connections have been provided to distribute only loads noted as (F) or is). unless otherwise indicated A HER, p N E 4) Wind ASCE 7-16, Vult=l 15mph f3-second gust) Vasd=91mph TCDL=6 Opsf, BCDL=6 Opsf: h=30ft, 13=451t. L=4011, eave=5ft Cat it. Exp C Enclosed NIWFRS (directionaly cantilever left and right exposed , end vertical left and right exposed, Lumber DOL= 160 It 1 1 13878 1� plate grip D0L=I 60 5) Ptovirle drainage to IC E N S`E� adequate prevent water pending 61 All are MT20 otherwise X air plates plates unless indicated 71 This truss has been designed for a 10,0 bottom chord live load nonconcurpent with any other live loads SION 4L St� pst 81l ' This truss has been designed for a live load of 20 Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will it between the bottom chord and any other members COR F-12513 9) Load cases) 1, 2, 3 4, 5 6. 7, 8 9. 10. 11. 12 13, 14, 15, 16 17, 18 19, 20 21, 22 23, 24 25. 26. 27, 28. 29, X 31, 32 hasMave been modified Building designer must review loads to verity that they are correct for the intended use of this truss November 15,2024 does not depict the size or the orientation of the purfin aloe the top and,lor bottom chord '2��rogl ...... .... ......... . . -�v d�!:t Designtruissysvalid for use only with NhTeiA& connectors This design is based only upon parameters shovin and is lot an indivaluaf hundred component, not M Offe k: atern Before use, the building designer nlvve stnN the appbility otclessim paramelefs d property incorporate this design into the overall lica an mildingdeergry Bracing indicated is to prevent truckling ofincriviavar tru%sveeb andfor chord members only AndiboriMterripanivy and permanent bracing is ahsays required for stability and to prevent coilapse with possible personal injury and property damage For genet at guidance regarding the 400 Sunrise Ave Suite 270 fabrication storage detwery, erection and bracing offnisses and truss systems see ANSLIP11 Quality Criteria and D56-22 avmruuic front Truss Plate Institute ;,mew 1pinmorgi Frose,iflie, CA 95661 and Bost Building Component Safety information 9t6'553571;MTek-UScorn Truss Type FLAT Oty ! Ply R85361637 Job !Truss UNIT-15 BX04 Builders FirstSornce (Carrollton TX), Carrollton, TX - 75006 'T 'r Job Reference loptionah 8.630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 43 2024 Page 2 ID VttBmdxGYg;�/HsXo6NHvs8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGK,vrcDoi7J4zJC'7f NOTES- 11) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 509 In down and 72 tb up at 7-9-12, 509 to down and 72 lb up at 8-3-12, 655 In down at 10-0-12, 655 lb down at 12-0-12 4660(bdown at 14-1-0 1195mdownand 93ibupat 16-0-12 and -11951bdown and 931btap at 18-0-12,and 11951b down anti g3lbcap at 20-0-12 on bottom chord The des ign,'selection of such connection devicet's) is the responsibility of others LOADCASE(S) Standard 1) Dead + Root Live (balanced) Lumber Increase= 1.00, Plate increase= 1 00 Uniform Loads (plf) Vert 1-5=-740,5-10=-250, 11-18=-20 Concentrated Loads 0b) Vert 13=-4660(B)21=-509(B)22=-509(B)23=-295(8)24=-295(6)25=-1195(8)26=-ll95fB)27=-I195(8) 2) Dead +0 75 RoofLive(balanced) + 0 75 Attic Floor Lumber Increase=1 00, Plate Increase= 100 Uniform Loads kplh Vert 1-5=-690,5-10=-200, 11-18=-20 Concentrated Loads (to) Vert. 13=-4202(8) 21=41 I(B) 22=-41 I(B) 23=-565(8) 24=-565(6) 25=-970(8) 26=-970(6) 27=-970(8) 3) Dead + Uninhabitable Attic Without Storage Lumber Incfease=l 25, Plate Inclease=125 Umform Loads (Pit) Vert 1-5=-540, 5-10=-% 11-18=-40 Concentrated Loads i1b;i Vert 13=-2990(8)21=-136(B)22=-136(B)25=-365(8)26=-365(6)27=-365(6) 4) Dead + 0 6 LilvitiFiRS Wind (Pos. Internal) Left 'lumber mcrease=1 60, Plate Increase=1 60 Uniform LoadS, (pilb Vert 1-5=-464,5-20=26,10-20=17 11-18=-12 Holz 1-18=17, 10-11=21 Concentrated Loads (Im Vert 13=-2413(6)21=64(B)22=64iB)25=85(B)26=85i8)27=85MI 5i Dead + 0 6 N1WFRS Wind (Pos. Internal) Right Lumber Increase=! 60 Plate Increase= 1 60 Uniform Loads (plf) Vert 1-19=-473 5-19=-464,5-10=26, 11-18=-12 Herz 1-18=-21 10-11=-17 Concentrated Loads (III) Vert 13=-2413(B)21=64(8)22=64(8)25=85(6)26=85£,8)27=85(6) 6) Dead + 0 6 td%'VFRS Wind (Negi Internal) Left Lumber increase=1 60, Plate Increase= 1 60 Uniform Loads 1pff) Vert 1-5=-541 5-10=-51. 11-18=-20 Holz I-18=29, 10-11=8 Concentrated Loads Oti) Vert 13=-2405(B')21=72(6)22=72f8)25=93(6)26=93(8)27=93,YB) 7) Dead +06 tAWFRSWind lNeg internal} Right Lumber Increase= 160, Plate increase=1 60 Uniform Loads I ptifil Vert 1-5=-541, 5-10=-51. 11-18=-20 Harz, 1-18=-8. 10-11=-29 Concentrated Loads (to) Vert 13=-2405(B)21=72(6)22=72f8)25=93(6)26=93(8)27=93,YB) 8) Bead + 0 6 IOWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase= 1 60 Plateincrease=l 60 Uniform Loads iprf) Vert 1-5=-466. 5-10=24, 11-18=-12 Holz 1-18=-26, 10-11=26 Concentrated Loads lib) Vert 13=-2413(8)21=54(B)22=64(8)25=85(6)26=85JB)27=85(6) 9.) Dead + 0 6 MWFRS Wind (Pos. Internal) 2na Parallel Lumber Increase= 1 60, Plate mcrease=l 60 Uniform Loads kpff) Vert 1-5=-480. 5-10=10, 11-16=-12 Harz 1-18=-26. 10-11=26 Concentrated Loads (lb) Vert 13=-2413(8)21=64(B)22=64(8)25=85(6)26=85JB)27=85(6) 10) Dead + 0 6 lAvVFRS VVind fNeg Internal) 1st Parallel Lumber Increase=1 60, Plate Increase= 160 Uniform Loads (p10) Vert. 1-5=-541, 11-18=-20 Herz 1-18=-14, 10-11=14 Concentrated Loads fit)) Vern 13=-2405(8)21=72(B)22=72(8)25=93(B)26=93(8)27=93(B) 11) Dead 1- 0 6 blWFRS Wind (Neg. Internal) 2nd Parallel Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads (,pit) Vert 1-5=-541, 5-10=-51 11-18=-20 Harz 1-18=-14. 10-11=14 Concentrated Loads (to) Vert 13=-2405(B) 21=72f i B) 22=72(8) 25=93(B) 26=93(B) 27=93(B) 12) Dead Lumber mcrease=0 90, Plate Increase=0 90 Pit, metal=O 90 Uniform Loads (pit) Vert 1-5=-540. 5-10=-% 11-18=-20 Concentrated Leads (' to) Vert 13=-2827(B)21=-117tB)22=-117(.B)23=-655(B)24=-655(B)25=-295(8)26=-295(8)27=-295(B) 13) Dead +075Roof Live {bal)+075t06tAIWFRSrVsnd(Neg InpLeft) L timber increase= 1.60 Plate Iricrease=1.60 RRM21 MIIV,� x-,xv; vx�xv; x�xv; xv; x�xv; x�xv; x-�xv; x�xv; x�xv; x�xv; x-�xv; x-,� rzx.r xx"wwx"w%xx',:d."w'x"ww"w rn x-,xw rn x-�xw rn x-,x"Fl, -ft, Design vaud for use only onth MiTeror connectors This desqui is based only upon parameters shown, and is for an individual taunting component, nor a truss system Before use the building devgner must verdy the applicabilth, of desum parameters and properlW incorporate this design into the overao building design Bracurg indicated is to prevent buckling of indvoinual truss viers and..'or chord mem"rs only Additional temptuari and permanent bracing MiTek is aAjaxs required lof stability and to prevent collapse with possible personal injury arid property damage for general guidance regarenug the 400 Sunrise Ave Suite 270 fabrication, storage, delivere, erection and bracing of trusses and truss TVsterrls, see AHSVTPII Qualfly Criteria and OSS-22 available from Truss Plate institute ±vnow 1pmat ono RoseMW CA 95661 and BCS1 Budding Component Safety information available from the Structural budding Component Association fonviv stoscommments; com! 916 ?55 3571 / tch`rek-US cam Job i Truss i Truss Type UNIT-15 BX04 FLAT Builders FirstSorace (Carrollton TX), Carrollton, TX - 75006 LOAD CASE(S) Standard Uniform Loads tpit) Vert 1-5=-691, 5-10=-201, 11-18=-20 Oty ! Ply R85361637 'T ' Job Reference )optional! 8.630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 43 2024 Page 3 ID VttBmdxGYg;1/HsXo6NHvs8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGK,vrcDoi7J4zJC')f Horz 1-18=22 10-11=6 Concentrated Loads ( 10) Vert 13=-2405(B)21=47(8)22=47(8)25=47(6)26=47i,B)27=47(B) 14) Dead +0 75 Root Live (tial ) + 0 75(06h1WFRS Wind (Neg. Int) Right) Lumber Increase= I . 60, Plate increase= IGO Uniform Loads Iplf) Vert 1-5=-691. 5-10=-201, 11-18=-20 Horz: 10-11=-22 Concentrated Loads (lb) Vert 13=-2405(B) 21=47(B) 22=47(8) 25=47(6) 26=47(B) 27=47(B) 15) Dead + 0 75 Roof Live (bal ) + 0150 6 fAWFRS Wind (Neg. Int) 1 st Paraltefr Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads (pit) Vert 1-5=-691, 5-10=-201, 11-18=-20 Horz 1-18=-11. 10-11=11 Concentrated Loads {lb) Vert 13=-2405(B)21=47(6)22=47(B)25=47,'B)26=47(B)27=47(6) 16) Dead + 0 75 Roof Live (bal ) + 0 75(0 6 IvIWFRS Wind (Neg Ind 2nd Parallel): Lumber increase=1 60. Plate Increase=1.60 Uniform Loads ilill) Vert 1-5=-691. 5-10=-201 11-18=-20 Horz 10-11=11 Concentrated Loads (to) Vert 13=-2405(B)21=47(B)22=47(8)25=47(6)26=47(8)27=47(6) 17) Dead + 0 6 MWFRS Wind Min Left- Lumber Increase=1 60, Plate Increase= 1 60 Uniform Loads i,plf) Vert 1-5=-50Z 5-10=-12 11-18=-12 Hors 1-18=16 Concentrated Loads (m) Vert 13=-2413(B)21=52(B)22=52s8)25=57(6)26=57(8)27=57(6) 18) Dead + 0 6 NIMRS Wind Min Right Lumber mcfease=1 60, Plate Increase=1 60 Uniform Loads (pit) Vert 1-5=-502, 5-10=-12, 11-18=-12 Horz 10-11=-16 Concentrated Loads (to) Vert 13=-2413(8) 21=52(B) 22=52sB) 25=57(6) 26=57(8) 27=57(6) 19) Reversal Dead + 0 6 fl%,%fFRS Wind (Pos Internal) Left: Lumber Increase= 1 60, Plate mcrease=1 60 Uniform Loads fplf) Vert 1 -5=-464, 5-20=26. 10-20= 17, 11 -1 8=-1 2 Hors 1-18=17 10-11=21 Concentrated Loads (lb) Vert 13=-2985(B)21=-152(6)22=-152(8)25=-3204B)26=-320(B)27=-32018) 20) Reversal, Dead+ 06MWFRSWrnd (Pos Internal)Right Lumber Increase= 160 Plate Increase= I M Uniform Loads fp1p Vert 1-19=473,5-19=464 5-10=26 11-18=-12 Horz 1-18=-21, 10-11=-17 Concentrated Loads (lb) Vert 13=-2985(6)21=-152(B)22=-15216)25=-320(B)26=-320(B)27=-320(8) 21) Reversal: Dead + 0 6 IA%IVFRS Wind (Neg Internal.) Left Lumber lncrease=l 60 Plate Increase= 160 Uniform Loads (pit) Vert 1-5=-541, 5-10=-51, 11-18=-20 Horz 1-18=29. 10-11=8 Concentrated Loads (lb) Vert 13=-2977(8)21=-144(,B)22=-144(B)25=-312(B)26=-312(B)27=-312(8) 22) Reversal Dead + 0 6 rv1WFRS Wind I.Neg Internal) Right Lumber Increase=l 60, Plate mcrease=1 60 Uniform Loads (pit) Vert 1-5=-541. 5-10=-51 11-18=-20 Horz 1-18=-8. 10-11=-29 Concentrated Loads (to) Vert 13=-2977{B)21=-144(6)22=,144(8)25=-312(8)26=-312(B)27=-312i.8) 23) Reversal Dead+ 0 6 MWFRS Wind (Pos. Internal) 1st Parallel. Lumber increase= I GO- Plate Increase= 1 60 Uniform Loads rplf) Vert 1-5=4% 5-10=24. 11-18=-12 Horz 1-18=-26, 10-11=26 Concentrated Loads (In) Vert 13=-2985(8)21=-152(B)22=,152iB)25=-3204B)26=-320(B)27=-320i8) 24) Reversal: Dead + 0.6 tdWFRS Wind (Pos, Internal) 2na Parallel Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads (plf) Vert 1-5=-480, 5-10=M 11-18=-12 Herz 1-18=-26, 10-11=26 Concentrated Loads (10) Vert 13=-2985(8)21=-152(6#22=-152iB)25=-3204B)26=-320(B)27=-320f,8) 25)Reversal Dead +06MWFRSWind (Neg Internals 1st Parallel Lumber Increase=1 60, Plate Increase= 1 60 Uniform Loads iplit) Vert 1-5=-541. 5-10=-51,11-18=-20 Horz 1-18=,14, 10-11=1-1 �Minuecl on poe 4', Design valid for use rise MttekS, connectors This design is based only upon parameters shown and is to, an individual nuachrig component, not a truss vistem Before use the building designer most venti 'the aripticabditV ofdesdin parameters and poiptily incorporate itim design into the overall rimichngdesuin Bracing indicated is to prevent buckent; ofindividuat truss vosb anaVorcirind members only Addronal termimaq and permanent arricing MiTek' Is ahsays required for stairalts and to present collimse with possible personal silmy and property damage For general guidance regarding the 40GSuridseAve SuneM famicahon, storage, delsveri, erection and bracrog of trusses and truss systems see ANSirTNI Quality Criteria and OSB-22 aviulablefrom Truss Plate hishAtuds'MiNwauristorgi Roseville, CA 95661 and BCS1 Building Component Safety Information available from the 83ructuraE Bur&9ang ComponerdAssoctatrom i%,AAi socscomporimas corm 916 755 3571 iM,Te$,,US COM Job i Truss i Truss Type DIV Ply i R85361637 UNIT-15 IBX04 IFLAT I i 4 !lJob Reference loptionalf Builders FirstSorace (Carrollton TX), Carmlitim, TX - 75006 3.630 a Sep 26 2024 MiTek I I riduenies, Inc Thu Nov 14 14 50 43 2024 Page 4 ID VttBmdxGYg;�/HsXo6NHvs8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGK,vrcDoi7j4zJC?f LOAD CASE(S) Standard Concentrated Loads 0b) Vert 13=-2977(8)21=-144(6)22=-144(8)25=-312(B)26=-312(6)27=-312(8) 26) Reversal: Dead+ 06fv11VFRS%VinarNeg Internal) 2nd Parallel Lumber Increase= 1 60, Plate Increase= 160 Uniform Loads (pit) Vert 1-5=-541, 5-10=-51 11-18=-20 Harz 1-18=-14, 10-11=14 Concentrated Loads (It)) Vert 13=-2977(B)21=-144(6)22=-144(B)25=-312(8)26=-312(6)27=-312(8) 27)Reversal Dead +075Roof Live ybal)+075(06t,IWFRSVJind(Neg Int} Left) Lumber Increase=1 60, Plate Increase= 160 Uniform Loads t,plf) Vert 1-5=-691, 5-10=-201, 11-18=-20 Horz 1-18=22 10-11=6 Concentrated Loads (to) Vert 13=-3971iB)21=-358(R—)22=-358f,8)25=-814{6)26=-814(6)27=-814I ' 8) 28) Reversal Dead+ 075Root Live tbal)+0754.06t�,IWFRStPlind(Neg Int)RIght) Lumber Increase= 160, Plate mcneasie=l .60 Uniform Loads (pit) Vert 5-10=-201, 11-18=-20 Horz 10-11=-22 Concentrated Loads It)) Vert 13=-3971(B)21=-35&(B)22=-358fB)25=-814{6)26=-814(6)27=-814I ' 8) 29) Reversal. Dead +075Roof Live (baI)-075r06;lIWFRSWind (Neg Int) 1st Parallel) Lumber Increase= 1 60, Plate Increase=1.60 Uniform Loads (pif) Vert 5-10=-201, 11-18=-20 Horz 1-18=-I1, 10-11=11 Concentrated Loads (to) Vert 13=-3971(B)21=-358(6)22=-358f,8)25=-814{6)26=-814(6)27=-814(B) 30) Reversal Dead + 0 75 Root Live foal ) + 0 7510 6 troMMS Wind (Neg Int) 2nd Panallei) Lumber mcrease=1.60, Plate Mcrease=1 60 Uniform Loads (pit) Vert 1-5=-691. 5-10=-201, 11-18=-20 Herz Concentrated Loads (lb) Vert 13=-3971(8) 21=-358(,B) 22=-358f,B) 25=-814I6) 26=-814(6) 27=-814(8) 31) Reversal. Dead + 0 6 IAWFRS %Mnd Nfin Left, Lumber increase=1 60, Plate Increase=1 Go Uniform Loads (pit) Vert 1-5=-502, 5-10=-12,11-18=-12 Harz, 1-18=16 Concentrated Loads (lb) Vert 13=-292916)21=-1-10f,B)22=-140(6)25=-292(B)26=-292(6)27=-292(8) 32) Reversal; Dead + 0 6 tANFRS Wind Min Right Lumber Increase=1 60 Plate Increase=1 60 Uniform Loads iplt) Vert 1-5=-502.5-10=-12 11-18=-12 Harz: 10-11=-16 Concentrated Loads (m) Vert 13=-2929iB)21=-140(8)22=-140(8)25=-292(B)26=-292(B)27=-292(8) Design valid for use only virth M§Te� connectors this design is based ordy upon pat atheists shown. and is far an urdriphud evading component, not a truss votem Before use the building designer must Year, the aprincabilip, ofdresigir parameters and propertr incorporate this design into the overat building design Bracing indicated is to prevent buckring of individual truss %qeb and;or chord members orrh� Additional temruhor� and permanent macing MiTek" is arways required for slalthily and to prevent co(lapse with possible personal hour and property damage For geruhar guidance regarding the 400 Sunrise Ave Suite 270 fabric hrn ation, storage deteri, erection and bracing of trusses and truss systes see ANS1,11oll Oval" rft Criteria and DSB-22 slaide both Truss finite InslAute ;VvWvl danst orgr Roseville. CA 95661 and BC Building Component Safety information available from the Stnuctural Budding Component Association i,wwne socsoortmonerds coati 916 755 3571 / MiTef-LIS com Job i Truss i Truss Type Qtv Ply i R85361639 UNIT-15 IBX046 IFLAT I i 3 !,Job Reference loptionall Builders FirstSouvce (Carrollton TX). Carrollton, TX - 75006 3.630 A Sep 26 2024 MiTek I I ndustries, Inc Thu Nov 14 14 50 43 2024 Page 1 ID: VttBmdxGYg,�/HsXo6NHys8XDznnR7-RfC'?PsB7OHq3NSgPqnL8r,e3utTXbGK'VrcDoi7j4zJC?f 3-8-14 7-2-4 10-7-10 14-1-0 15-10-14 17-8-12 19-6-10 21-8-0 3-8-14 3-5-6 f 3-5-6 3-5-6 1-9-14 ! 1-9-14 1,9-14 2-1-6 Scale 1,365 114, It 4>12 = 4Y0 = 4x6 = 1,4 = 2x4 It 5r6 4,,6 7�10 1e,[ If S. 2 3 4 r,:-� 1,9 r,n20 7 r,, 4-1 17 15 14 13 Q 21 22 16 23 24 25 26 27 28 29 11 3t'6 11 4,,12 = 5Xyr = 4,18 = 4X6 = 7,8 6,:3 = 4,x8 = 3-8-14 7-2-4 1 10-7-10 14-1-0 1-7,-A�l 21-8-0 1 34 14 3-5-ii 3-5-6 3-5-6 1 3 -7-12 3-114 Plate Offsets (X,Y)-- J2 0-3-8 0-2-0j, 112 0-1-6 0-2-0), j13 0-1-12,0-4-121, [15 0-3.8,0-2-Qj, (17:0-3-8,0-2-oj LOADING irsb SPACING- 2-0-0 C St. DEFL. in doc) Well LV PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 042 VernLL) -019 13-14 >999 460 MUG 244.190 TCDL 250 Lumber DOL 100 BC 070 Ved(CT) -037 13-14 >692 240 BOLL 00 Rep Stress lncT NO WB 071 Horz(CT) 007 11 n!a We BCDL 100 Code !RC2021,,TPL2014 Matfix-rAS Wind(-L) 003 14 999 240 Weight 458 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP 2400F 2 OE or 2x6 SP DSS or 2x6 SP N1 31 TOP CHORD 2-0-0 oc purlins r6-0-0 max.y 1-10, except end verticals BOT CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or M SP M 31 BOT CHORD Rigla ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP 1650F 1 5E or 2x4 SP No I or 2x4 SP SS 'Except' 1-18,10-11 2x6SP240OF2OEor2x6SPDSS or2x6SPt,131 2-17.3-15 4-14 5-13 8-12 2x4 SP No 3 REACTIONS. (size) 18=0-5-8, 11 =0-5-8 r0axf-lorz 18=-721LC4) Max Grav 1 8=6341 (LC 2) 11 =9165(-C 1) FORCES. (lb) - Max Comp 4.1ax. Ten - All forces 250 0b) or less except when shown TOPCHORD 1-18=-58880. 1-2=-10312,0. 2-3=-17461!0. 3-4=-21792i(r 4-5=-23734,10, 5-6=-23734,10, BOT CHORD 17-18=-41533. 15-17=010312. 14-15=0M7461. 13-14=0.Q1792. 12-13=0.'19821. 11-12=0,8108 WEBS 1-17=011141 2-17=4731`0 2-15=018260,3-15=-3448iO,3-14=05358,4-14=-2072,'O, 4-13=-1 70,12454, 5-13=-37&,300 6-13=M805, 6-12=-6768,0, 8-12=-325, 116, 9-12=0.,'10229 9-11=10818(0 NOTE S- 1) 3-ply truss to be connected together as follows Top chords connected with 10d D) 131 `xW) nails as follows 2X6 - 2 rows staggered at 0-9-0 oc Bottom chords connected with W-1,45 as follows: 2X6 - 2 rows staggered at 0-4-0 oc iNeb connected with I did (0 131"x3'") nails as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to OF r�4 ply connections have been provided to distribute only loads noted as (F) or 03J. unless otherwise indicated Co 3) Wind ASCE 7-16, Vutt=115mph 13-second gust) Vasd=91mph TCDL=6 Opsf. BCDL=6,Opst: h=3011, 6=45ft L=40ft. eave=5ft. Cat. so 11. Exp C. Enclosed. tvlWFRS (directional), cantilever left and right exposed end vertical left and right exposed; Lumber DOL=l 60 �O ,0` 'A plate grip DOL=1 60 ....... 4) Provide adequate drainage to prevent water ponding. ! A R C0 S X H ERN; '� D F"i AA 51 This truss has been designed for a 10 0 pet bottom chord live load nonconcurrent with any other live loads ......... 6'1 `"this truss has been designed for a live load of 20 Obst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 113 8 7 8 will fit between the bottom chord and any other members 7) Graphical Pullin representation does not depict the size of the orientation of the puffin along the top and;or bottom chord 8) Hangens) or other connection devicefs) shall be provided sufficient to support concentrated loadis) 622 lb down at 2-0-12, 622 lb down at 4-0-12 6221bdown at 6-0-12. 622 11) down at 8-0-12 622Wdown at 10-0-12 6221bdown at 12-0-12, 4433 lb down at 14-1-0 11361bdown and 9Olbupat 16-0-12.and II361bdown and 9Olbupat 18-0-12, and 11361bdown and 90fb tip at 20-0-12 on bottom Chord. The designsselection of such connection cievice(s) is the tesponsibilrb, of others COR F-12513 LOAD CASE(S) Standard November 15,2024 ,Contjnveid Qn,pp ............... .. .. .. .. .... .. ..... N: Design valid for use bon, with Mrlrek�v connectors This design ri based only upon parurneteis shown, and m for an indry�duat building component, not a bass system Before use the building designer muroverify the appfiutord,� or design parameters and property incorporate this desuib into the 0,ierav timiding design Bracing indicated is to preventourinding of ndrynduat truss web anchor chord members only Addrumodbirmilmary and permanent bracing MiTek as ahv&is reburied for stability and to prevent collapse whir possible personal injury and pfreerbi damage For generargindance regaining the 400 Sunrise Ave Suite 270 fabrication, storage, debyery, erectron and bracing otimsses and truss systems see ANSPI'Fill Quat" Criteria and DSB-22 available train Truss Plate northile :%1A'W#XnStru9l Rosevhle. CA 95661 and Best building component Safety informamon available from the Structural fluirditrui component Asso,vatron ivA-Av socscomponeras corm 916 755 3571 IATel,-US com Job i Truss i Truss Type QtV Ply i R85361639 UNIT-15 IBX046 IFLAT I i 3 !lJob Reference loptionan Builders FirstSorace (Carrollton TX). Carrollton, TX - 75006 3.630 s Sep 26 2024 MiTek I I ridustries, Inc Thu Nov 14 14 50 43 2024 Page 2 ID VttBmdxGYg,�/HsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGK,vrcDoi7j4zJC'?f LOADCASE(S) Standard I) Dead + Roof Live (balanced) Lunmer Increase=1.00, Plate lncrease=l 00 Uniform Loads (BIT) Vert 1-10=-250 11-18=-20 Concentrated Loads (lb) Vert. 13=44 i3fl 21 =-280(F) 22=-280(F) 23=-280(F) 24=-280(F) 25=-280(F) 26=-280(F) 27=-I 136(F) 28=-1136(F) 29=-1 136(F) wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww .......................................................... '0 Design valid for use only virth fo`rer�� connectors This design is based ordy upon pat ministers shown. and is far an Mendota everting component, not a truss volem Before use the building designer must Yetify the applicability edesitur parameters and propertij incorporate art deshir, into the overall, sinking design Bracing indicated is to prevent buckring of imfival truss %qeb anchor chord members orin: Addiborraf temporary and permanent macing MiTek" is arways iormtred for slatrinly and to prevent corlapse with possible personal injun and property damage For geruhat guidance regarding the 400 Sunrise Ave Suite 270 fabric b ation, storage deteri, erection and bracing of trusses and truss sistewis see ANS6IP11 Ouralft Criteria and DSB-22 "slams both Truss plate Institute ;VvWvl dcrist orgi Roseville, CA 95661 and BC Building Component Safety information available from the Structural Building Component Association i,wwne soctoorruponerds coati 916 755 3571 / MiTef-US com Job i Truss i Truss Type Our Ply i R85361639 iUNIT-15 IBXOS FLAT GIRDER I I i 3 !1Job Reference loptionah Builders FirstSiunce (Carrollton TX). Carrollton TX - 75006 8.630 a Sep 26 2024 MiTek I I ridushies, Inc Thu Nov 14 14 50 44 2024 Page I ID VuBmdxGYg;�/HsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8kv3ulTXbGwovrcDoi7j4zJC?f 3-8-14 7-2-4 10-7-10 14-1.0 15-10-14 17-8-12 19-6-10 21-8-0 3-8-14 3-5-6 3-5-6 3-5-6 1-9-14 1-9-14 i 1-9-14 2-1-6 Scale 1 36 7 2/4 It 5,8 = 3xt0 = 4r6 = 3r4 = 2,,4 It 4,6 4x6 4,12 2Y4 11 2 3 4 20 7 F 17 Is W 13 12 tg 21 22 16 23 24 25 26 27 28 29 11 3>4 I1 4y 12 = 5Y6 = 3,10 = 06 = 7YS = 4,02 4x8 J31-14 7-2-4 10-7-10 14-1-0 17-8-12 2.1-8-0 4 3-8-14 3-5-6 3-5-6 i 3-5-6 4 3-7.12 3-11-4 Plate Offsets (X,Y)-- [2 0-3-8,0-1-181, (9 L12 0-2-0,0-1 -8 !13�0-1-12,0-4-12j, 115 0-3-8,0-1-81 f17:0-3-8.0-2-0) LOADING (psf) SPACING- 1-0-0 C St. DEFL. in (loc) rdell LQ iPLATES GRIP TCLL 1000 Plate Gelb, DOL 100 TC 048 Vert(LL) -020 14 >999 480 NlT20 244,190 TCDL 250 Lumber DOL 100 6C 063 Verl(CT) -041 13-14 > 624 240 BCLL 00 Rep Stress Incr YES WEI 0 78 H0rz(CT) 007 11 n1a Wa BCDL 100 Code IRC2021!TP12014 Nlatrix-MS WindiLL) 002 14 >999 240 i height 440 In FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP hl 31 TOP CHORD 2-0-0 oc puffins (6-0-0 max,) 1-10, except end verticals BOT CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP to 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 'Except' 1-1 T 2-15.3-14.4-13.6-13,6-12,9-12. 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS REACTIONS. (size) 18=0-5-8, 11 =0-5-8 filaxHorz 18=-310-C2I) Max Grav 18=52401LC 2), 11 =7784(LC 1) FORCES. rib) - Max. Comp Wax, Ten, - All forces 250 (ID) or less except when shown TOP CHORD 1-18=4876it), 1-2=-10117,'O. 2-3=-17143,10 3-4=-2147Wrr 4-5=-23490,'0, 5-6=-23490/0, 6-8=-152363'(). 8-9=152MO, 9-10=-274'0, 10-11=-364,`0 BOT CHORD 17-18=0.,294 15-17=0,'10117 14-15=0/17143, 13-14=021470 12-13=0,19694 11-12=0,,"8122 WEBS 1-1 7=0;10827 2-17=-3670;'0 2-15=03804, 3-15=-2767-'0, 3-14=015421, 4-14=-182110. 4-13=-7913079, 5-13=-85�300, 6-13=06464, 6-12=-618M, 9-12=019639, 9-11=-10282;0 NOTE S- 1) 3-ply truss to be connected together as follows Top ctiords connected with I Od (0,131 "x3") nails as follows 2x4 - I rovs, at 0-9-0 oc, 2X6 - 2 rows staggered at 0-9-0 oc Bottom chords connected with WS45 as follows, 2X6 - 2 rows staggered at 0-4-0 or: mb connected with 10d of 131"x3") nails as follows 2x4 - 1 row at 0-9-0 oc ed equally applied to all plies. except if noted as front IF) or back (8) face in me LOAD CASE(S) section. Ply to 2) All loads are consideadded ply connections have been provided to distribute only loads noted as (F) or IS). unless otherwise indicated 3) Wind ASCE 7-16: Vult=l 15mph (3-second Vasd=91mph TCDL=6,Op sf: BCDL=6.Opsf. h=30ft: 6=45ft. L=40fl: eave=5ftCat. gust) 11. Exp C Enclosed, rAWFRS (directional), cantilever left and right exposed end vertical left and right exposed, Lumber DOL= 160 . , plate grip DOL=I 60 o, a 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10,0 churn live load nonconcurrent with anv other live loads l ff-IARCOS A HE psfDottom `"this MDEZ rx 61 truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit the bottom 1138 will between chord and any other members 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top andor bottom chord fwa'-, .0` 8) Hangens) or other connection device(s) shall be provided sufficient to support concentrated loadhs) 632 in clown at 2-0-12, 632 lb down at .4-0-12 632 Ib down at 6-0-12 632 lb down at 9-0-12 632 Itt down at 10-0-12, 632 to down at 12-0-12, 4443 lb down at 14-1-0 1146Ibdov;nand 76fbUpaf 16-0-12,ancIII46!bdown and 761bupaI 18-0-12,and ll461bdov,,nand 76tbtipat %N M-ilo�-�- 20-0-12 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. LOADCASE(S) Standard COR F-12513 November 15,2024 Coutinued,on,p9e 2 ........... .. Design valid for use only voth Mllrev-v contractors This design is based orry upon parameceis shown. and is for an individual hooding cornponent. not a truss s,�slem Beftne use, rise building designer inust veript the appficabich, ofdesum parameters and property incorporate this design into the overali building design Bracing indicated is to prevent buctong otindivadual truss iveb andior chord members only Additional temporary and permanent inacing MiTek' ,a mways rehfuuml for stability and to prevent collapse with possible personal rotary and property damage for general guniance regarding the 400 Sunrise Ave Suite 270 fafmc ation, storage, delivery, erection and bracing of trusses and truss systems see ANSIn'tall Quality Criteria and DSB-22 availaoar from Truss Plate Institute i"NAW purist onpi Roseville. CA 9566t and SCSI Building Component Safety information available from the Structural Building Component Association kvAAj sticsomporencts con) 9167553571!MiTek-UScorn Job iTruss iTruss Type Dtr Ply i R85361639 UNIT-15 j 8X06 FLAT GIRDER 1 { ; r Job Reference toptionall Builders F-srstSornme (Carrollton TX). Carrollton TX- 75006 8.630 s Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14,50 44 2024 Page 2 ICY: VuBmdxGYg;�IHsXo6 Hys8XDznnR7-RfC?PsB70Hg3NSgPgnL8kv3ulTXbGwovrcDoi7j4zJC')f LOADCASE(S) Standard 1) Dead + Roof Llve (balanced) Lumber Increase=1.00, Plate increase=l 00 Unrform Loads tplfp Vert 1-10=125 11-18=-10 Concentrated Loads (lb) Vert 13=-4443(8)21=-290(8)22=-290(8) 23=-290(8) 24=-29€3(8)25=-290(8) 26=290(8) 27=-11d6(8)28=-114F1(8) 29=-1146[8) a , maindividual t;-r Design j 6d for use once n i u s3 only upon parameters shown and is for bueWrmd component, not ee9 & c nnectors This ra MiTek ertihetb � eeei a trusssystem Beforeg g fyaides€g parameters and propertyincorporate this design into the overall applicabilityri building design Bracing indicated is to prevent buckling of urdroduar truss verb andlor chord members mrtf Addhona temporary and permanent tuacing a afwaas required far stability and to prevent mviapse wah passible personal injury and property damage For genesai guidance regarding the 400 Sunrise Ave suite 270 fabrication, siorage, defivery, erection and bracing of trusses and truss Totems, see ANSVI lil7 Quality Cridena and OSO-22 available ham Truss Plate furniture wawa boost, con Roseville. CA 95661 and BCSt Building Component Safety Information available from the Structural Building Component Association wAnv, sbascomponenfs ccml 916 755 3571 ,` MiTet-US com Job i Truss i Truss Type QtV Ply i R85361640 UNIT-15 j BX06 ROOF SPECIAL GIRDER I 4 !,Job Reference toptronah Builders FirstSouvce (Carrollton TX). Carrollton TX - 75006, 8.630 s Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 45 2024 Page I ID: VuBmdxGYg;�/HsXo6NHvs8xDznnR7-RfC'?PsB7OHq3NSgPqnL8w Sul TXbGKI,%'(CDoi7J4zJC'?f 3-8-14 7-24 10-7-10 14-1-0 15-10-14 17-8-12 19-6-10 21 "8-0 3-8-14 3-5-6 3-5-6 3-5-6 1-9-14 ! 1-9-14 1-9-14 2-1-6 Scale = 1 36 5 2,4 It 5x3 R4 .� 34 ,, 2,4 It 4,, 6 46 5,4 2,,6 11 Sys 2 17"-K 3 -111 4 7711 77-,� 20 r5M 7 7*, r"tF1 r r+ m. z� 21 17 22 15 16 23 24 25 14 26 13 12 27 28 29 11 4,,,5 = 54 5,02 h41SAHS 3x4 = 64 = 5.:3 4Y6 5r8 = 3-8-14 7-2-4 10-7-10 14 1-0 17-&12 21-8-0 3-8-14 3-5-6 1 3-5-6 3-7-12 3-11-4 Plate Offsets (X,Y,-- 110-2-12 0-1-81, f2 0-3-8 0-2-81, [12 .0- 1 -8: 0-2-01,115 0-3-8,0-2-81, fl 7:0-1-12,0-2-81 LOADING (psi) SPACING- 1-0-0 C SL DEFL. in floc) bdeft Ua PLATES GRIP TOLL 700 Plate Grp DOL 100 TC 046 VertfLL) -020 14 >999 480 PAT20 220,0190 TCDL 250 Lumber DOL 100 BC 081 Veh(CT) -042 14 611 240 N118AHS 186,1179 BOLL 00 Rep Stress Incr NO VVB 0 57 Horz(CT) 007 11 Wa Wa BCD1- 100 Code IRC2021,,,TP12014 Matrix-NIS Wind(LL) 004 14 5999 240 Vileight. 593 to FT = 20% LUIVIBER- BRACING - TOP CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP N1 31 TOP CHORD 2-0-0 oc purlms (6-0-0 max.) 1-10, except end verticals, BOT CHORD 2x6 SP 240OF 2 OE of 2x6 SP OSS or 2x6 SP N1 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 'Except' 1-1810-11 2x6 SP 2400F 2 OE or 2x6 SP DSS or 2x6 SP M 31 1- 17 2-153-14,4-13', 2)(4 DF 240OF 2 OE or 2x4 SP 240OF 2 ME or 2x4 Max Harz 18=-31fl-C 19) Max Gray 18=10208n-C 1). 11=8347(l-C 1) FORCES. (lb) - Max. Comp, Max. Ten - All forces 250 (m) or less except when shown TOP CHORD 1-18=-94154 1-2=17942102-3=-2823310. 3-4=-3113110. 4-5=-26964,'0, 5-6=-26964,10, 6-8=15999io, 8-9=-1599910, 9-10=-6004 10-1 1=,611�0 BOTCHORD, 17-18=0i1035 15-17=017942 14-15=Oi28233 13-14=01?31131. 12-13=0,21548. 11-12=0!8396 WEBS 1-17=0118716 2-17=-652810 2-15=011430 3-15=-319610 3-14=0i3218,4-14=-517198 4-13=4628,0. 5-13=-1072/0. 6-13=07338 6-12=-751910 9-12=010301 9-11 =- 10405+O 1) 4-ply truss to be connected together with 100 (0. 131"XY) balls as follows. I Top chords connected as Icilows, 2X6 - 2 rows staggered at 0-9-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-5-0 oc %Vebs connected as follows', 2x4 - I row at 0-9-0 oc C"%. AftacnTCi,,.,.iV2`dram beds lASTNI A-307) in the center of the member Wwashers at 4-0-0 oc BC the 110 Attach rivi 112" dram bolts (ASTM A-307) in center of the member w,wasners at 4-0-0 oc 2) All loads are considered equally applied to all plies. except if noted as front (F) or back (8) face in the LOAD CASES) section Ply to or, 0 .. ... ply connections have been provided to distribute only loads noted as (F) or (8). uniess, othemise indicated e 4 *4 MA A I fE AMDEZ 3) Wind. ASCE 7-16, Vult=l 15mph f3-secona gust) Vas';:I=91mph� TCDL=6,Opsf. BCDL=6 Opst rf=30ft; B=45ft L=40ft. eave=5ft. Cat it, Exp C Enclosed- P. (directional), cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1 60 113878 plate grip DOL=I 60 4) Provide adequate drainage to prevent water ponding. 5 i All are MT20 unless otherwise indicated plates plates ' bottom chord five load nonconcurrentiArth any other live loads 6) This truss has been designed for a 10 0 psf 71) ' This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between tire bottom chod ananiv other members COR F-12513 8) Load case(s) 1, 2, 3, 4, 5 6� 7,r8 9.d10 l 1 � 12 13, 14, 15, 16 17, 18 19, 20 21, 22 23, 24 25 26. 27. 2& 29, X 31, 32 hasMave been modified Building designer must review loads to venfv that they are correct for the intended use of this truss November 15,2024 along �941 cWj representation does not ae�,ict the size or the orientation of the the top ancYor bottom chord ,,urlin Design valid for use omlV with MiTeMS connectors This design is based rroPy upon parameters shown, and is tot an indoadual Duridnig, component. not a truss system Before use the suffming designer must eel the appixabArty of design parameters and property incorporate this design into the overall MiTek blurdirdides,gh Bracing indicated is to prevent nucrting of indrenlual truss web arr&or chord members onYr Addiforialtemporaw, and pinimmenforacnirg ar irtwavis required for stabithiv and to prevent ciblepse uith possible personal injury and property damage for genefatguidarice regarding the 400 Sunrise Ave Suite 270 frimeabon, surrage delivery, election and bracing of trusses and truss systems, see AXSfrTPl1 Ouality Criteria and DSB-22 available from Truss Plate Institute tpoist orgi Roseville, CA 95661 and SCSI Building Component Safety information Job i Truss i Truss Type Our Ply i R85361640 UNIT-15 j 6X06 ROOF SPECIAL GIRDER I 4 !1Job Reference topticlnyih Builders FirstSornce (Carrollton TX). Carrollton, TX - 75006, 3.630 s Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 45 2024 Page 2 ID VuBmdxGYg;�/HsXo6NHvs8XDznnR7-RfC?PsB70Hq3NSgPqnL8w3ulTXbGKI,%'(CDoi7J4zjC,?f NOTES- 10) Hanger(s) or other connection devicers) shall be provided sufficient to support concentrated loadi,$) 156 to down and 27 tb up at 0-2-12, and 156 lb down and 27 to up at 21-5-4 on top chord, and 1002 to down and 71 In Lip at 2-0-12, 1002 lb down and 71 lb up at 4-0-12, 1002 lb down and 71 lb up at 6-0-12, 1002 lb down and 71 to up at 8-0-12, 1002 in clown and 71 to up at 10-0-1 2. 1002 In down and 71 to up at 12-0-12, 1002 In colon and 71 to up at 14-0-12, 1002 lb down and 71 In up at 16-0-12. and 1002 to down and 71 lb up at 18-0-12 and 1002 lb down and 71 lb up at 20-0-12 on bottom chord The clesigniselection of such connection aevice(s) is the responsibility of others LOAD CA SE(S) 1) Dead + Roof Live (balanced) Lumber Increase=1 00, Plate mcrease=1 00 Uniform Loads 1pff) Vert 1-5=-527 5-10=-95. 11-18=-10 Concentrated Loads (lb) Vert 1=-15610=-15613=-1002(F)21=-1002JF)22=-1002{F)23=-1002(F)24=-1002(F)25=-1002,,F)26=-1002!.F)27=-1002(F)28=-1002(F)29=-1002(F) 2) Dead + 0 75 Root Live lbalanced) Lumber Increase=l 00, Plate Increase=1 00 Uniform Loads (plf) Vert 1-5=-510,5-10=-78, 11-18=-10 Concentrated Loads (Ib) Vert 1=-132 10=-132 13=-815(F) 21=-815(F) 22=-815(F) 23=-815(F) 24=-815(F) 25=-815(F) 26=-815(F) 27=-815(F) 28=-815(F) 29=-815(F) 3) Dead + Uninhabitable Attic Without Storage. Lumber Increase=1 25, Plate Increase=1 25 Uniform Loads (plp, Vert 1-5=-457 5-10=-25. 11-18=-20 Concentrated Loads 0b) Vert 1=-55 10=-55 13=-318(F) 21=-318(F) 22=-318(F) 23=-318(F) 24=-318(F) 25=-318(F) 26=-318(F) 27=-318(F) 28=-318(F) 29=-318(F) 4) Dead + 0 6 IAWFRS Wind (Pos. Internal) Lein Lumber lncrease=l 60, Plate Increase=1 60 Uniform Loads (fft Vert 1-5=-419,5-20=13, 10-20=9 11-18=-6 Horz 1-18=8, 10-11=10 Concentrated Loads (lb) Vert 1=9 10=13 13=67lF) 21=67(F) 22=67(F) 23=67(F) 24=67(F) 25=67(F) 26=67(F) 27=67(F) 26=67(F) 29=67i,F) 5l Dead + 0 6 rAWFRS Wind (Pros Internal) Right Lumber Increase=1.60 Plate lncrease=l 60 Uniform Loads (pit) Vert 1-19=-423 5-19=-419, 5-10=13, 11-18=-6 Herz 1-18=-10, 10-1 I=-8 Concentrated Loads 0b) Vert 1=12 10=1 I 13=67(F) 21 =67(F) 22=67(F) 23=67(F) 24=67(F) 25=67(F) 26=67fF) 27=67(F) 28=67fF) 29=67(F) 6) Dead + 0 6 IvIkAFIRS Wind (Ned Intemah Left Lumber mcrease=1 60, Piate Increase= 1 60 Uniform Loads (pff) Vert 1-5=-457 5-10=-25. 11-18=-10 Holz 1-18=15, 10-11=4 Concentrated Loads (lb) Vert. 1=27 1 0=27 13=71 (F) 21 =71(F) 22=71 (F) 23=71(F) 24=71 (F) 25=71fl 26=71 (F) 27=71(F) 28=7 1 (F) 29=71 (F) 7) Dead + 0 6 N1WFRS Wind (Neg internal) Right Lumber mcrease=1 60, Plate Increase=1 60 Uniform Loads (pit) Vert 1-5=-457, 5-10=-25. 11-18=-10 Horz: 1-18=-4, 10-11=-15 Concentrated Loads rib) Vert 1=2710=2713=71(F)21=71(F)22=71(F)23=71(F)24=71(F)25=71€F26=71(F)27=71(F)28=71(F)29=71(FI 8) Dead + 0 6 1AWFIRS Wind (Pas Internal) 1st Parallel. Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads I pit) Vert 1-5=-420 5-10=12, Hofz: 1-18=-13, 10-11=13 Concentrated Loads (ib) Vert 1=1010=1213=67(F)21=67(F)22=67(F)23=67(F)24=67(F)25=67(F)26=67fF)27=67(F)28=67fF)29=67(F) 9) Dead + 0 6 MWFRS Wind (Pos, Internal) 2nd Parallel Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads (piff Vert 1-5=-427,5-10=5, 11-18=-6 Horz 1-18=-13 10-11=13 Concentrated Loads uby Vert 1=1310=1413=67(F)21=67(F)22=67(F)23=67(F)24=67(F)25=67(F)26=67fF)27=67(F)28=67fF)29=67(F) 10) Dead + 0 6 fv1WFRS Wind (Neg Internal) I st Parallel Lumber locrease=1 60. Plate Increase=1 60 Uniform Loads rplf) Vert 1-5=-457, 5-10=-25, 1 1-18=-10 Horz 1-18=-7. 10-11=7 Concentrated Loads (lb) Vert 1=2710=2713=71(F)21=71(F)22=71(F)23=71(F)24=71(F)25=71(F)26=71(F)27=71(F)28=7l(F)29=71(F) 11) Dead + 0 6 hJWFRS Wind (Neg Internal.! 2nd Parallel Lumber Mcrease=1 60, Plate lncrease=l 60 Uniform Loads fplf) Vert 1-5=-457, 5-10=-25, 11-18=-10 Herz 1-18=-7. 10-11=7 Concentrated Loads (Im Vert 1 =27 10=27 13=71 IF) 21 =71(F) 22=71(F) 23=71 (F) 24=71(F) 25=71 (F) 26=71(F) 27=7 1 (F) 28=71(F) 29=71 (F) 12) Dead Lumber mcrease=G 90, Plate Increase=0.90 Pit meta1=0 90 Uniform Loads (pit) Vert 1-5=-457, 5-10=-25, 1 1-18=-10 Concentrated Loads (ft)) Vert 1 =40 10=-40 13=-253(F) 21 =-253(F) 22=-253(F) 23=-253(F) 24=-253(F) 25=-253(F) 26=-253(F) 27=-253(F) 28=-253(F) 29=-253(F) �Mlnuea on P o 4M." �0� aAA � though valid for use only with, MilreiS connectors This desimi is based only upon parameters shown, and is for an indynduat building component, not a truss v,,stem Before use, the building designer muroverifi the apphipboko of dirsom parameters and mopor1W incorporate this design into the overall donkhmidesige Bracing indicated is to prevent buckling of inch, truss web aniVor chord members imry Addifiona0tempinaiv and permanent bating is always required for staturty and to prevent collapse wr1h possible personal uquri- and property damage for general guidance regarding the 400 Sunrise Ave Suile 270 tabs' abon storage, derivery, erection and bracing of trusses and truss s)stems, see AN SUTP11 Quality potions and DSB-22 available from Twos Plate Institute :%1NYr ip'nst ingi Roseville. CA 95661 and BCSf Building Component Safety information available from the Structural Building Component Association omen, sbcscompopents com) Job i Truss i Truss Type QtV Ply i R85361640 UNIT-15 j 6X06 ROOF SPECIAL GIRDER I 4 !,Job Reference toptilvnali Builders FirstSouvce (Carrollton TX). Carrollton TX - 75006, 3.630 s Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 45 2024 Page 3 ID VuBmdxGYg;�/HsXo6NHvs8XDznnR7-RfC?PsB70Hq3NSgPqnL8w3ulTXbGKINlrcDoi7J4zjC,?f LOAD CA SE(S) 13) Dead + 0 75 Roof Live (Pal.) + 0 75(0 6 tAWFRS Wind (Neg int) Lett) Lumber increase=1.60, Plate Increase=1 60 Uniform Loads (plf) Vert 1-5=-5M 5-10=-78,11-18=-10 Horz 1-18=11 10-11=3 Concentrated Loads 0b) Vert 1=1810=1913=33(F)21=33(F)22=33(F)23=33(F)24=33(F)25=33iF)26=33(F)27=33(F)28=33(F)29=33(F) 14) Dead +075RoofLove (bat I+ 075l06MWFRSWjnd(NegL Int) Right) Lumber Increase= 166, Plate Jncrease= I Go Uniform Loads tpft) Vert 1-5=-510, 5-10=-78. 11-18=-10 Horz 1-16=-3. 10-11=-I1 Concentrated Loads (It) Vert 1=1810=1913=33fF)21=33(F)22=33(F)23=33(F)24=33(F)25=33iF)26=33(F)27=33(F)28=33(F329=33(F) 15) Dead +075Roof Live (baI )+075(O6fvlWFRSWjnd(NegL Int) 1sticiaralleh Lumber Increase= IGO, Plate Increase= 160 Uniform Loads (plt) Vert 1-5=-510. 5-10=-78,11-18=-10 Harz 10-11=5 Concentrated Loads (m) Vert 1=1810=1913=33(F)21=33(F)22=33(F)23=33(F)24=33(F)25=33iF)26=33(F)27=33(F)28=33(F)29=33(F) 16) Dead + 0 75 Roof Live tbal ) 4 0 75(0 6 MWFRS Wind (Neg. Int) 2nd Parallel) Lumber Mcrease=1 60 Plate Inc(ease=l 60 Uniform Loads (plf) Vert 1-5=-51t). 5-10=-78, 1 1-18=-10 Horz: 1-18=-5, 10-11=5 Concentrated Loads (lb) Vert 1=1810=1913=33(F)21=33(F)22=33(F)23=33(F)24=33(F)25=33iF)26=33(F327=33(F)28=33(F329=33(F) 17) Dead +06NIWFRS Wind klin Left Lumber Increase=1 60 Plate Increase= 1 60 Uniform Loads (lift) Vert I-5=-438.5-I0=-6,11-18=-6 Horz 1-18=8 Concentrated Loads 0b) Vert 1=910=913=44(F)21=44(F)22=44(F)23=44(F)24=44(F)25=44(.FI)26=44(F)27=44(F)28=44fF)29=44(F) 18) Dead +06 MWFRS Wind Min Right Lumber Increase= 1 60, Plate Increase= 1 60 Uniform Loads j1plf) Vert 1-5=438. 5-10=-6, 11-18=-6 Horz 10-11=-8 Concentrated Loads ( ' lb) Vert 1=910=913=44(F)21=44(F)22=44(F)23=44lF)24=44(F)25=44(.F326=44(F)27=44(F)28=44fF)29=44(F) 19) Reversal Dead + 0 6 tAWFRS Wind (Pas Internal) Left Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads (pit) Vert 1-5=-419. 5-20=1 3. 10-20=9,11-18=-6 Horz 1-18=8 10-11=10 Concentrated Loads hb) Vert 1=-6010=-6013=-271(F)21=-271(F)22=-271(F)23=-271(F)24=-271(F)25=-271(F)26=-271(F)27=-271(F)28=-2714F)29=-2714Fy 20) Reversal Dead + 0 6 MWFRS Wind (Pos Internal) Right Lumber Increase=1 60 Plate Increase=1 60 Uniform Loads (pit) Vert 1-19=423,5-19=419 5-10=13 11-18=-6 Horz 1-18=-10, 10-1 1=-8 Concentrated Loads (1b) Vert 1=-6010=-6013=-271(F)21=-271(F)22=-271(F)23=-271(F)24=-271(F)25=-271(F)26=-271(F)27=-271(F) 28=-271( ' F)29=-2TIiF) 21) Reversal Dead + 0 6 ty1WFRS Wind (Neg Internal) Left Lumber Increase=1 60 Plate increase= 160 Uniform Loads ipft) Vert 1-5=457. 5-10=-25, 11-18=-10 Horz 1-18=15 10-11=4 Concentrated Loads (jb) Vert 1 =48 10=48 13=-267f,Fy 21 =-267(F) 22=-267(F) 23=-267(F) 24=-267(F) 25=-267(F) 26=-267(F) 27=-267(F) 28=-267(F) 29=-267(F) 22) Reversal: Dead + 0 6 IAWFRS Wind (Neg Internal) Right Lumber lncrease=l 60, Plate increase=1 60 Uniform Loads (pit) Vert 1-5=-457, 5-10=-25, 1 1-18=-10 Horz 1-18=4 10-11=-15 Concentrated Loads (1b) Vert 1=-4810=-4813=-267(F)21=-267(F)22=-267(F)23=-267(F)24=-267(F)25=-267(F)26=-267(F)27=-267tFy 28=-267(F) 29=-267(F) 23) Reversal Dead + 0 6 MWFRS Wind (Pos. Internal) 1st Parailet. Lumber mcfease=1 60. Plate Increase=1 60 Uniform Loads iplh Vert 1-5=4205-10=12. 11-18=-6 Horz 1-18=-13, 10-11=13 Concentrated Loads (Ib) Vert 1=-6010=-6013=-271(F)21=-271(F)22=-271(F)23=-271(F)24=-271(F)25=-271(F)26=-271(F)27=-271(F) 28=-271r F) 29=-271(F) 24) Reversal Dead 41 0 6 klvNIFRS Wind {Peas Internal) 2nd Parallel Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads (pit) Vert 1-5=-427, 5-10=5. 11-18=-6 Harz 1-18=-13. 10-11=13 , Design valid for use only vath MiTevS connectors Tom design is based omy upon pwamiters shown, and is for an mdondual eurichm; component, nN a truss syslem Selcie use, Me building designer must verify the applicability of design parameters and pioperb incorporate this design into the over auddingdes,gri Bracing indicated is to prevent buckinig of individuai truss web andttcr crime members onip Additional temporary and permanent posting MI'm Te k is avlaj,% required for slamirty, and to preverocollapse wah possible personal injury and moperb damage for geneyar guidance regarding the 400 sunrise Ave Suite 270 talm" shoo, storage deli"ov, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria and DSB-22 a�agable from Truss Plate Ininiture lYwiv tpinstorlif Roseville. CA 9566 t and Best Building Component Safety Information available from the Structural Burding Component Association iviyviy stoscommments cam; 916 755 3571 ! MfTer-LIS cam Truss Type DIV ! Ply R85361640 Job i Truss UNIT-15 BX06 Builders FirstSornrce (Carrollton TX). Carrollton TX - 75006, Job Reference loptionall 8.630 s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 45 2024 Page 4 ID VuBmdxGYg;�/HsXo6NHvs8XDznnR7-RfC?PsB70Hq3NSgPqnL8w3ulTXbGKINlrcDoi7J4zjC')f LOAD CA SE(S) Concentrated Loads fib) Vert 1=-6010=-6013=-271(F)21=-271(F)22=-271(F)23=-271(F)24=-271(F)25=-271(F)26=-271(F)27=-271(F)28=-271{F)29=-271F) 25) Reversat: Dead +061,401FIRSWind (Neg Internal) 1st Parallel Lumber lncrease=1.60. Plate increase=1 60 Uniform Loads f0t) Vert 1-5=-457,5-1O=-25,l1-18=-I0 Horz 1-18=-7, 10-11=7 Concentrated Loads (It)) Vert 1 =48 10=48 13=-267I.F) 21 =-267(F) 22=-267(F) 23=-267(F) 24=-267(F) 25=-267(F) 26=-267(F) 27=-267(F) 28=-267(F) 29=-267(F) 26) RevefsalL Dead + 0 6 tOWFIRS, Wind (Neg Internal) 2nd Parallel Lumber Increase=1 60 Plate Increase=1 60 Uniform Loads fpIf) Vert 1-5=-457, 5-10=-25,11-18=-10 Harz 1-18=-7. 10-11=7 Concentrated Loads (Ib) Vert 1=-4810=-4813=-267(F)21=-267(F)22=-267(F)23=-267(F)24=-267(F)25=-267(F)26=-267(F)27=-267(F)28=-267(F)29=-267(F) 27)Reversai Dead+ 0.75 RocyfLive (bal) + 0 75(06 rIvvFRS Wind (Neg fnt)Len) Lumber Increase= IGO, Plate Increase=1 60 Uniform Loads (pit) Vert 1-5=-51(]r 5-10=4& 11-18=-10 Herz 1-18=11 10-11=3 Concentrated Loads (lb) Vert 1=-10610=-10613=-685tF)21=-685(F)22=-685(F)23=-685(F)24=-(D85(F)25=-(D85(F)26=-(D85(F)27=-685(F)28=-685(F)29=-685(F) 28) Reversal: Dead+ 0.75 Roof Live Oral 0 75(06 MWFRS Wind (Neg Int)Rlght) Lumber Increase=1 60, Plate Increase= 160 Uniform Loads Iplf) Vert 1-5=-510, 5-10=-78, 11-18=-10 Herz 1-18=-3. 10-11=-11 Concentrated Loads (ft)) Vert 1=-106 10=-106 13=-685( ' F) 21=-685(F) 22=-685(F) 23=-685(F) 24=4385fl 25=-G85(F) 26=-G85(F) 27=-685(F) 28=-r3'85fl 29=-r3'85fl 29) Reversal Dead + 0 75 Roof Live final ) + 0 75(0 6 MWFRS Wind (Neg Int) 1 st Parallel) Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads I'Plt) Vert. 1-5=-510, 5-10=-78, 11-18=-10 Horz 1-18=-5, 10-11=5 Concentrated Loads (Ib) Vert 1=-106 10=-106 13=-685(F) 21=-685(F) 22=-685(F) 23=-685(F) 24=4385fl 25=-G85(F) 26=-G85(F) 27=-685(F) 28=-685fl 29=-685fl 30) Reversal Dead - 0 75 Roof Live foal ) + 0 75(0 6 MWFRS Wind (Neg Int) 2nd Parallel). Lumber Increase=l 60, Plate Increase= 160 Uniform Loads Iplf) Vert 1-5=-5M 5-10=-78 11-18=-10 Harz: 1-18=-5, 10-11=5 Concentrated Loads (Ib) Vert 1=-10610=-10613=-685(F)21=-685(F)22=-685(F)23=-685(F)24=-(D85(F)25=-(D85(F)26=-(D85(F)27=-685(F)28=-685(F)29=-685(F) 31) Reversal Dead + 0 6 l-A%,%'FRS Wind Min Left Lumber Increase=1 60, Plate mcrease=1 60 Uniform Loads rpit) Vert, 1-5=-438. 5-10=-6, 11-18=-6 Herz 1-18=8 Concentrated Loads (I b) Vert 1=-46 10=-46 13=-248(F)21=-248(F)22=-248(F)23=-248(F)24=-248(F)25=-248(F)26=-248(F)27=-248(F)28=-248(F)29=-248(F) 32) Reversal. Dead + 0 6 rAWFRS Wind Min Right Lumber Increase=1 60 Plate Increase= 1 60 Uniform Loads (plf) Vert 1-5=-438, 5-10=-6, 11-18=-6 Herz 10-11=-8 Concentrated Loads (M) Vert 1=-46 10=-46 13=-248(F)21=-248(F)22=-248(F)23=-248(F)24=-248(F)25=-248(F)26=-248(F)27=-248(F) 28=-248(F) 29=-248(F) DeDesign jand for use once vath MiTek& connectors This design is based only upon parameters shown and is for an individual Mukhrig component, not MiTek truss system Before use, the building designer mustverlty the applicability co'design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of urdroduab truss vied and.,'or chord members mrtAddhonan temporary and Permanent bracing a atwa,as required far stability and to prevent mviapse wah possible personal injury and property damage For gerrefai guidance regarding the 4005urmse Ave Suite 270 fabricaboirsiorsige, defivery, erection and bracing of trusses and truss Totems, see ANSVIlill Quality Cridena and OSO-22 available fibm Truss Plate furniture wawa boost ongC Roseville. CA 95661 and BCSf Building Component Safety Information available from the Shuniural Building Component Association wAnv, socsoomponerns com 1 916 755 3571 'Mirer-US com Job i Truss i Truss Type DIV ':Ply i R85361641 UNIT-15 COT I Jack -Closed 10 1 1 1 i i 5ob Reference loptionah Builders FirstSorace (Carrollton TX). Carrollton, TX - 76006, 8 6W a Sep 26 2024 MiTek industries, Inc Than Nov 14 14 50 45 2024 Page 1 ID:VuBmdxGYgWHsXo6NHys8XDznnR7-RfC'?PsB7OHq3NSgPqnL8r,e3utTXbGKvrcDoi7J4zJC?f 2-4-5 4-5-2 6-5-15 8-10-4 2-4-5 2-0-13 1 2-0-13 1 24-5 025 12 Scale 1 163 3x4 214 It 3'A 2x4 11 2x4 11 2 3 4 5 ,4 3r6 7 6 3YI0 3a6 4-5-2 5-10-4 4-5-2 4-5-2 LOADING (psd SPACING- 2-0-0 CSL DEFL. in floc) lidetl UC PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 021 Vertn-L) -002 7 >999 480 MT20 244190 TCDL 250 Lumber DOL 100 SO 023 Vert(CT) -003 7-8 999 240 BOLL 00 Rep Stress Inct YES WEI 037 Horz(CT) 001 1`5 nia Wa BCDL 100 Code JRC2021.?TPt2014 Matfix-AS Wind(LL) 001 7 - 999 240 Weight 50 11) FT = 20% LUMSER- BRACING - TOP CHORD 2x4 SP 165OF 1-SE or 2x4 SP No I or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied, except end verticals BOTCHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS BUT CHORD Rigid ceiling directly applied WEBS 2x4 SP No 3 REACTIONS. (size) 8=1vlechanical G=Mechanical Max Horz 8=82(LC 9) Max Uplift 8=-66(LC 8) 6=-70iLC 9) Max Cray 8=1 156(LC 1), 6= 1 156(LC 1) FORCES. i1b) - Max. Camp itvlax. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1275i348, 3-4=-1274i352 BOT CHORD 7-8= -389r; 1007, 6-7=-3341966 WEBS 2-8=-13461417, 2-7=-76,1362. 3-7=453116& 4-7=-10742T 4-6=-1316416 NOTES- 1) WmCL ASCE 7-16: Vult=115mph (3-second gust) Vasd=91mpn TCDL=6 Opsf, BCDL=6 Opst, h=30ft, B=45ft L=404t, eave=5ft Cat. 11, Exp C Enclosed MWFRS (directional) and C-C Cornerf3) zone: cantilever left and right exposed. end vertical left and right exposed.C-C for members and forces & tdVVFRG for reactions shown, Lumber DOL=1 60 plate pup DOL=1 60 2) Provide adequate drainage to prevent water Bonding. 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent vvith any other live loads 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girden s) for truss to truss connections 6) Provide mechanical connection d:h' others) of truss to bearing plate capable of withstanding 66 to uplift at joint 8 and 70 In uplift at joint 6 7) This truss design requires that a minimum of 716' structural wood sheathing be applied directly to the top chord and V2" gypsum sheetrock be applied directly to the bottom Chord C:f is MARCOS A 14EW4MN'rD);E:` at ct% 1 13 8 7 8 �p /CENV� k., SIONAL0� COR F-12513 November 15,2024 ............... Design and for use only with bli`rek�& connectors This destim, is based only upon paurimetershovin, and is forr an mdroduat bidding component. not a truss system Before use the building designer trulAverify the allpficamirtry ofdreign parameters and moperf, incorporate this drisignulm the overall oulkhrigiresigh, Bracorri indicated is to prevent buckling of inawnlroir truss web, andor chord members only Additional temporary and pe"narienforacingk' is aleays required for stability and to prevent collapse ivith possible potential injury and property damage For general guidance regarding the 400 Sunrise Ave Sued, 270 fabrication storage delivery, elecutan and bracing of musses and truss systrinns see ANSVTPII Quality Criteria and DSB-22 available from Truss Plate Institute ;,mew span n orrin Roseville, CA 95661 and SCSfIluddingComponent Safety information aymame front the structural auldrut Comonineril Association frA`Aq sbc%compornmer coral 9T6 755 3571 /MiTek-US coin Job i Truss i Truss Type I Ots, Ply i R85361642 UNIT-15 CO2 ROOF SPECIAL SUPPORT Builders FirstSorace (Carrollton TX), Carrollton, TX - 75006, 1 3,6 = 2,'14 It 2 2 i 11 i lJob Reference loptionall 8 630 s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 45 2024 Page 1 ID VuBmdxGYgV7,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8s,,,3ulTXbGK%'rCDo!7J4zJC'�f 8-104 8-10-4 0 25112 11 2.,4 11 2xal Scale = 1 17 1 3 4x5 = 4 5 t 1 10 9 a 7 6 M 11 2,,,4 11 6'/8 = 2Y.6 11 6/8 = 2X4 11 8-10-4 8-10-4 Plate Offsets IX,Y)-- f70-3-8,0-3-01j90-3-8.0-3-0j LOADING (psf) SPACING- 2-0-0 C St. DEFL. in (10c) Ildeft Lot PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 045 Verbl-L) wa nd 999 MT20 244;190 TCDL 250 Lumber DOL 1 00 BC 013 Vent ' CT) Wa w a 999 BOLL no Rep Stress mcr NO W6 0 67 Horz(CT) -0 00 7 Wa rrIa BCDL 100 Code 1RC202VTPI2014 klattrx-P Weight 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP 1650F I 5E or 2x4 SP No I or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied of 5-7-2 oc purlms. SOT CHORD 2x4 SP 1650F I 5E or 2x4 SP No I or 2x4 SP SS except end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x-t SP No,3 REACTIOlilM All bearings 8-10-4 11b) - Max Herz I I =82u-C 29) tvlaxUpfift All uplift 100 to or less at jomhs) 6 except 1 1=-1000(LC 27) 7=-1301(LC30) 8=-1295(LC27), 9=-9580-C 30) Max Gray All reactions 250 lb or less at jointis) 6, 10 except 11 =1032(LC 34), 7=1 425(LC 31), 6=1401(LC 34). 9=1090(LC 31) FORCES. Ilb) - plax Comp Wax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-1 1=10691007 1-2=-1243!1244 2-3=-512i'515 3-4=-119221 182.-t-5=-599i583 BOT CHORD 10-11 =-340'265,9-10=-9401865,8-9=-555�515. 7-8=481,741, 6-7=-598;584 WEBS 4-7=-552i218,3-8=-1397/1380,2-9=-705�271, 1-12=-1630,1675 9-12=-1620!1665. 3-7=-1824!1858 NOTES- 1) Wind ASCE 7-IS Vult=l 15mph t3-second gust) Vasd=91mph TCDL=6 Opsf. BCDL=6 Opst h=30ft, B=45ft L=4011. eave=2ft Cat. li, Exp C. Enclosed hIWFRS (directional) and C-C Corner(3) zone, cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & h4WFRS for reactions shown: Lumber DOL=1 60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI 7131 1 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing CO 5) Truss to be fully sheathed from one face or securelv braced against lateral movement (i e diagonal web) 00 . so 6) Gable studs spaced at 2-0-0 oc '0v , 7) This truss nas been designed for a 10 0 par bottom chord five load nonconcurrent Coth any other live loads 8) ' This truss has been designed for a live load of 20 Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide A, H�RNZD'E�Jt will fit between the bottom chord and anv other members fly ..... 00 9) Provide mechanical connection (b)�, others) of truss to bearing plate capable of withstanding 100 to uplift at jornt(sy 6 except t=lb) 0, 3 8 8 11=1000, 7=1301, 8=1295 9=958 14 17 ax -, 10) This truss has been designed for a total drag load of 300 pit Lumber DOL=(1 33) Plate grip DOL=(1.33) Connect truss to resist /CENSIE: drag loads along bottom chord from 0-0-0 to 8-10-4 for 300 0 plf it ... 0 N A COR F-12513 November 15,2024 Design valid for use only who Mffve,� Connectors This design is based only upon parameters shovai and is mu an nulividuat nuildmi; component, not atrusssVslern Before use, the buridurg designer must verifi the applicabinty ofdeugn parameters and property incorporate this desnin into the overall tau lrsngdesign Bracing indicated is to prevent buckling ofinalormal truss vurb and'or chord members only Addiboviantemporary and momanentafacing is xhvays required to, stabirshy and to present collapse who possible personal ahun, and property damage For general guidance regarding the 400 Sundae Ave Suite 270 fabrication, storage, delivery, erecton and bracing of trusses and truss systems see ANSlafill Quality Criteria and DSB-22 available from Truss Plate Instrune m trinstof Rose,;RW CA 95661 and BCSI Building Component Safety Information available from the Structural fluildmil Component Assomnon i,vnnt sbcscomoonents com; 915 755 3571 'Idnek.US Coin Job i Truss i Truss Type Cav Ply i R85361643 UNIT-15 ID01 I JACK -PARTIAL SUPPORT 2 1 1 5ob Reference loptionall Builders FirstSornce (Carrollton TX). Carrollton, TX - 75006, 8 630 a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 46 2024 Page 1 ID VuBnidxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8r,e3utTXbGlcdVrCDoi7j4zJC?f 7-10-8 7-10-8 0 25 'iY Scale = 1 14 6 22,4 it 3 4x5 4 2x4 It 5 2Y4 11 LJ Li X to 9 8 7 6 2,6 if fix.s = 2Y6 11 6f3 = 2x4 It 7-10-8 7-10-8 Plate Offsets (X,Y)-- [70-3-80-3-01J90-3-80-3-01 LOADING (psf) SPACING- 2-0-0 C St, DEFL. In (10c) 11defl L+cr PLATES GRIP TOLL 1000 Plate Grip DOL 100 TO 044 VerULL) n!a nor 999 MT20 2441,190 TCDL 250 Lumber DOL 100 BC Oil Vert(CTi n1a n1a 999 BOLL 00 Rep Stress Inct NO WB 062 Horz(CT) -000 7 ma nla BGDL 100 Code IRC2021,TP12014 Matfix-P Weight 41 ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I SE or 2x4 SP No I or 2x4 SP SS TOP CHORD Structure; wood sheathing directly applied or 5-9-4 oc puffins. BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS except end vehicals WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x4 SP No,3 REACTIONS, All bearings 7-10-8 (to) - MaxHorz 10=73ILC9I t,datrUplift All uplift 100 lb or less at joint(s) 6 except 10=-1055(LC 27) 7=-11430_C 30), 8=-1144(LC 27). 9=-1034rLC 30) Max Gray All reactions 250 11) or less aticont(s) 6 except 10=1099(LC 34), 7=1266(LC 31) 8=1256iLC34), 9=1 147(LC 3 1) FORCES. i1b) -flax Comp Max. Ten, - All forces 250 (lb) or less except when shown TOP CHORD 1-10=-112111063.1-2=-993/995,2-3=-527,530.3-4=-1189!1179,4-5=-595;580 BOT CHORD 9-10=-633!566,8-9=-571i529,7-8=-762r1720,6-7=-5941581 WEBS 4-7=-5381217. 3-8=-12"4,'1255,2-9=-519i218,1-9=-1471,'1516,3-7=-170111734 NOTES- 1) Wind ASCE 7-16, Vuit=115mph (3-second gust) VaSC=91Mph TCDL=&0psf: BCDL=6 Opst h=30ft, B=45ftL=4011. eave=2ft Cat. It. Exp C. Enclosed IAWFRS (directional) and C-C Garner(3)zone: cantilever left and right exposed, end vertical left and right exposed,C-C for members and forces & 10VVFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to hind (normal to the face), see Standard Industry Gable End Details as applicable or consult cluatifiecl building designer as per ANSI.TPI I 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing 51 Truss to be MIN sheathed from one face or securely braced against lateral movement (I e diagonal web) 11op 61 Gable studs spaced at 2-0-0 oc ]r#io 7) This truss has been designed for a 10,0 PSI` bottom chord live load nonconcurfent with any other live loads 8) - The; truss has been designed for a live load of 20 Opst on the bottom chord in all areas vinere a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and anv other members IOARIC03 A HERN NDEZfif 9) Provide mechanical connection itivothers) of truss to bearing plate capable of withstanding 100 to uplift at jornt(s) 6 except M=Ib) 10=1055,7=11418=1144 9=103a ,q% 113878 10) This truss has been designed for a total drag load of 300 pit Lumber DOL=(1 33) Plate grip DOL=(1 33) Connect truss to resist '» 4 ';� -' a,- drag loads along bottom chord from 0-0-0 to 7-10-8 for 300 0 plf, 0"�", ICENSle: '*� " - COR F-12513 November 15,2024 design valid for use only voth MrTek,� connectors This design is based only upon paramenusshown, and uspir an individual training component, not a truss system Before use, the building designer must,.,ellify the applicability cadesign parameters and properly incorporate this design into the Overall building design bracing indicated istoprevent buckling of individual truss vieb andiorchord members ant, Additional temporary and permanent bracing MiTek' is atuays requited for stability and to prevent collapse with possible personal imurg and property damage for genefaiguWance regarding the 400Sunrise Ave Siopi,270 fabric abon, storage delivero, erection and bracing of trusses and truss systems, see ANS13PIl Quality Criteria and DSO-22 available from Truss Plate Institute ,%,aw 1pinstongi Roseville, CA 95661 and BC St Building Component Safety information avwlatge from the structural flooding Component Association fivvrv, sbcsoomponems cam) 916 755 3571 ; hurek-US com Job i Truss i Truss Type Qtv Ply i R85361644 UNIT-15 ID02 1 Jack -Closed 10 1 1 I lJob Reference ityptionall Builders FirstSomce (Carrollton TX), Carrollton, TX - 75006, 8 &30 a Sep 26 2024 MiTely industries, Inc Thu Nov 14 14 50 46 2024 Page I ID:VuBmdxGYgWHsXo6NHys8XDznnR7-RfC'?PsB7OHq3NSgPqnL8kv3ulTXbGKI,<lrcDoi734zJC?f 2-1-6 3-11-4 5-9-2 7-10-8 1 1 2-1-6 1-9-14 1-9-14 2-1-6 0 25 12 Scale = 1 14,6 12,4 11 23,14 32f4 11 4 3,4 5 2'� 4 1 1 N ............. . .... . . ....... .... ........... 3x10 83A6 3,6 3-11-4 7-10-8 3-11.4 3-11-4 LOADING (pshi SPACING- 2-0-0 C St. DEFL, in (foe) lidefi Ud PLATES GRIP TCLL 1000 Plate Grip DOL 100 TIC 0 16 Ved(I-L) -002 7 =999 480 F,,JT20 244/190 TCDL 250 Lumber DOL 100 8C 019 VernCT) -002 7 >999 240 BOLL 00 Rep Stress Incr YES WE 0 30 Horz(CT) 001 6 ma ri'a BCDL 100 Code IRC2021,TP12014 Matrix -AS Wind(LL) 001 7 -999 240 Weight 45 lb FT = 20% LUMBER- BRACING- TOPCHORD 2X4 SP 1650F 1 5E or 2x4 SP No I or 2x4 SP SS TOP CHORD Structural wood sheathing directly applied, except end verticals BOT CHORD 2x4 SP 1650F 1,5E or 2x4 SP No I or 2x4 SP SS BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No 3 'Except' 1-8 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2x6 SP M 31 REACTIONS. (size) 3=0-5-8,6=11riechanical Max Holz 8=731 LC 9) Max Uplift 8=-59(LC 8), 6=-61(LC 9) flax Grav 8=1 01 2(LC 1), 6=101 21LC 1) FORCES. (It) - Max. Comp /Max, Ten, - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-109V312,3-4=-10911;316 BOT CHORD 7-8=-344r846 6-7=-3031837 WEBS 2-8=-1 1551374, 2-7=-771334, 3-7=-40011 % 4-7=-94i354, 4-6=- 11421378 NOTES- 1)Wjnd ASCE 7-16 : Vult= 11 5mph (3-second g List) Vasd=91 mph, TCDL=60psf�BCDL=60pSf h=30ft,B=45ft L=40ft,eave=5ft Cat. it, Exp C. Enclosed %IWFRS (directional) and C-C Comen3) zone, cantilever left and right exposed. end vertical left and right exposed.C-C for members and forces & rAWFRS for reactions shown, Lumber DOL= 160 plate gnp D0L=1 60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10,0 pst nottorn chord live load nonconcurtent oath any other live loads 41 - This truss has been designed for a live load of 20 grist on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girderts) for truss to truss connections 6) Pfovicle mechanical connection rby, others) of truss to bearing plate capable of withstanding 100 1b uplift at joint(s) 8, 6 OF 7) This truss design requires that a minimum of 7,16" structural wood sheathing be applied directly to the top chord and 1,12" gypsum, sneetrocK be applied directly to the bottom chord MARUDS A, HERINAND it 113 8 7 'k-1 Oil it kk SIONAL COR F-12513 November 15,2024 Design valid for use only with connectors This design is based only upon parameters sho", and is for an individual tuarain component, not MiTek' a truss system Before use, the building designer must verily, tire ariblicamrsy of design parameters and properry incortrioratee this design into the *,era* ouircorgdesuln Bracing indicated M to prevent truckling of indrimmal truss wet, am:Vor crord members bury is always required for staburry and to prevent coilimse with possible personal injury and property damage for general guidance regarding the 400 Sunrise Ave Sude 2'0 fatin"abon, storage, delivery, erection and bracing of trusses and truss systems, see ANSiTP11 Quality Criteria and DSB-22 avadable from Truss Plate Institute rWiTV? unred orgir Rosy,,Alus, CA 95661 and SCSI Building Component Safety information 9r57S53571.ifWeh-UScom Job i Truss i Truss Type UNIT-15 Fill Floor Builders FirstSoince (Carrollton TX). Carrollton, TX- 75006 0-1-8 Oty ' Ply R85361645 13 i 1 1 i I Job Reference loptionall 8 6M a Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 47 2024 Page I 10 VuBmdxGYg;IIHsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8w3ulTXbGKIul/rCDoi7J4zJC?f 0-118 S'l = 1365 1,50 It 1 5X3 f) 16 5x6= 4Y5 I 5x3 li 1 5Y,3 If 3x6 FP= 4w5 5,6 1,6 1 2 3 4 5 6 7 8 9 10 11 12 13 _2 26 vv 16 16 \IN411" 24 23 22 21 20 19 18 17 16 15 4✓6 5X6 3� 10 M18AHS FP 46 5,,.6 4,6 M `SP= 4y5 = -0 -3-0 7-9-0 13-11-0 96 5 8 18-11-0 21-8-0 2-9-0 2-6-0 2-6-0 Plate Offsets (X,Y)-- [14.Ecig.e [1&0-1-8 Edge], j`19 0-178,Edgel, (21,0-2-8, Edge), f25 (26 LOADING (psf) SPACING- 2-0-0 C SL DEFL. in (Ioc) I.,oefi Lid PLATES GRIP TOLL 406 Plate Grip DOL i 00 TC 081 Ved(L11) -034 19 750 480 MT20 220190 TCDL 250 Lumber DOL 100 BC 096 VeruCT) -064 19 -400 240 M18AHS 169162 BCLL 00 Rep Stress Incr YES WB 0 80 Harz(CT) Oil 14 wa nfa BCDL 100 Code IRC2021IM2014 fhatrix-S Weight 117 In FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purrins. BOT CHORD 2x4 SP 165OF 1 5E or 2x4 SP No I or 2x4 SP SS(flat) 'Except' except end verticals. 14-21 2x4 DF 2-10OF 2 OE or 2x4 SP 240OF 2 OE or 2x4 SP DSS(fiap BOO CHORD Rigid ceiling directly applied or 10-0-Ooc bracmig Except WEBS 2x4 SP No 3(flat) 2-2-0 oc bracing 20-22 REACTIONS. (size) 24=0-5-8,14=0-5-8 kilax Grav 24=1598(LC 1) 14=1598(LC 1) FORCES. (lb) - Max. Comp .1tvlax. Ten. - All forces 250 (to) or less except wnen shown. TOP CHORD 2-3=-2663y0, 3-4=4525:0 4-5=-56981O. 5-6=-623VO, 6-7=-6231.,'O, 7-8=-623VO, 8-9=-5699,10 9-11=-4524!0 11-12=-2663;0 BOT CHORD 23-24=01529 22-23=0,'3744,20-22=05262,19-20=0;6086,18-19=0,,6231, 17-18=0.M87, 16-17=0i5262. 15-16=0/3745 14-15=0?1529 WEBS 12-14=-2159;0, 2-24=-2159,,O, 12-15=0i1686 2-23=01686 11-15=-1608,,'O, 3-23=-16083;011-16=0,1159 3-22=0M% 9-16=-109710.4-22=-1097/0, 9-17=Oir,419, 4-20=0;1648,8-17=-591:'0, 5-20=-59110, 5-19=-158i537 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless othemise indicated 3) All plates are 3x4 1,,IT20 unless othenvtse indicated 4) The Fabrication Tolerance at joint 21 = 11% 5) Recommend 2x6 strongbacXs, on edge, spaced at 10-0-0 oc and fastened to each truss vath 3-10o (0.131"X 3") nails ,trongbacks to be attached to walls at their outer ends or restrained by other means Of op lop ,e * 4" MARS A HERNIAI,,FDEZ, It q% 11387 . lit .0, Ilk 810NA1. ail� COR F-12513 November 15,2024 Design valid for use only with MiTerS connectors This design is based only upon parameters shown, and is for an indwsluat building component, not .a truss system Before use, the building designer must venfy the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated v; to prevent Duckling afinenvidual truss bar, andlor churn members only Additional temperaq and permanent macing MiTek' is aiways required for stabitifty and to prevent collapse odh possible personal onmy and property damage for general guidance regarding the 400Sumv;efive `suite 270 bmin' ation. storage, delivery, erection and bracing of trusses and truss systems see ANSIITP11 Quality Criteria and DSO-22 available from Truss Idatemstrune Roseville, CA 95661 and BCSIBudding Component Safety information available from the Structural Building Component Association iiAve, sovscomponewhi come 916 ?553571/?vhTm,US coin Job i Truss i Truss Type I QtV Ply i R85361646 UNIT-15 F02 FLOOR GIRDER I i 1 1 lJob Reference loptionall Builders FirstSorace (Carrollton TX), Carrollton, TX - 75006, 8 6M a Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 48 2024 Page I ID VtiBnidxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8w3ulTXbGK'NrCDoi7J4zJC"f 0-1-8 1-3-0 1-2-0 0-118 -- -- -- — - ...I stlrl. = I 2x6 11 2a6 3x6 FP= 31,6 M 11 3,6 11 3x6 If 1 2 3 4 5 6 7 34 8 359 --fV- 2�.6 It 3x6 FP = 2,6 If 2x6 11 5,6 11 M 11 5x6 If 2x6 If 3)6 to 11 12 13 14 15 16 17 18 19 33 ce 41 3- 30 29 28 27 26 25 24 23 22 2t 3xi 0 M ISAHS FP = 2A 11 4:%6 If 3a10 MISAHS FIR 1 5,,,3 SP = 214-0 Plate Offsets (X,Y)-- f10 0-3-0 0-0-01, f19 0-3-0 Edgel, [25;0-3-0. Edge], 126 0-3-0,Edge1 [27 0-2-12,E(igel [29 0-3-12,Edge), 132 0-1-8 0-0-81, [33,0-1-8,0-0-8j LOADING (psp SPACING- 2-0-0 C St, DEFL. in (10c) Udell Lid PLATES GRIP TOLL 400 Plate Grip DOL 100 TC 063 VertfLL) -029 26 >894 480 NIT20 220090 TCDL 250 Lumber DOL 100 BC 079 VertfICT) -055 26 >468 240 M18AHS 1691162 BOLL 00 Rep Stress Incr NO WB 0 93 HoTz(CT) 008 20 Ma nia BCDL 100 Code iRC20211TP12014 blatrix-S Weight 194 to FT = 20%F I I %E LUMBER- BRACING - TOP CHORD 2X4 SP 165OF 1.5E or 2x4 SP No I or 2x4 SP SStfiat) TOP CHORD BOT CHORD 2x4 SP 165OF 1.5E or 2x4 SP No I or 2x4 SP SS(flat) 'Except' 23-31,20-28. 2x4 DF 240OF 2 CE or 2x4 SP 240OF 2 OE of 2x4 SP BOT CHORD DSS(flat) WEBS 2x4 SP No 3(flat) REACTIONS. (, size) 31=0-5-8 20=0-5-8 Max Grav 31=2054f.LC 1) 20= 1913(LC 1) FORCES. r1b) - Max. Comp 0,4ax, Ten - All forces 250 (lb) or less except when sftoy,.,n TOP CHORD 2-3=-394410 3-4=-3951io 4-6=-7024;0, 6-7=-7024rO, 7-8=-928810, 8-9=-9288'0, 9-10=-9628iO, 10-11=-962810, 11-12=-8388,yr 12-13=-838810,13-15=-6435iO, 15-16=-6435.O, 16.17=-3651O, 17-18=-3645;'O BOT CHORD 30-31=0.,'2147 29-30=0;5605 27-29=0,,8247,26-27=Oi9628,25-26=0,9628,24-25=0«'9M. 22-24=017496. 21-22=015159, 20-21=0)1993 WEBS 18-20=-2687!0, 2-31=-2896,,0,18-21=012326,2-30=012528 16-21=-204410, 4-30=-2244iO, 16-22=011762,4-29=0,'1959 13-22=-14661io 7-29=-169010 13-24=01205 7-27=0'1480,8-27=-59910,11-24=-1039!0 9-27=-695i52 11-25=01122,9-26=-377i0, 10-25=416!0 Structural wood sheathing directly applied or 5-4-3 oc purl its. except end vertkcals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated 31 All plates are 6x8 IAT20 unless ottienvise indicated. dl) The Fabrication Tolerance at joint 28 = 11 % 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-100 n) 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 6) Hanger(s) or other connection device(s) snail be provided sufficient to support concentrated load(s) 259 to down at 7-3-8. and 645 in clown at 9-2-12 on top chord The design,seection of such connection device{s) is the responsibility of others 7) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back lB) LOADCASE(S) Standard I I Dead + Floor Live foataincroh Lumber Increase= 100, Plate Increase= 100 Uniform Loads iplf'l Vert 20-31=-20, 1-19=-130 Concentrated Loads (1b) Vert. 34=1 79{B) 35=-592I6) OF NIARCOS A, HE-111IRNAND 113 8 7 8 'C E NAB Design valid for use only with NhTekt� connectors This design is based only upon parameters shown, and is to an i dwnruat ongoing, colutionent. not a truss vistem Before use, the buiRang designer trust e,4 the applicability V design parameters and property incorporate this design into the overall inording design Bracurriamrcated is to prevent buckbeg ofinoundua! truss vieb anchor chord members imp, Additional temporaw and permanent bracing MiTek' is alvlag-s required for stability and to prevent collapse wah, pusisible personal mints and property damage For generaC guidance regarding the 400 Sunrise Awe Suite 270 taboo ation, storage, deuveri, erection and bracing of trusses and truss oyritenis see ANSK141 Quality Criteria and DSB-22 available from Truss Plate institute ;=owhunctovgj Rbsevflre. CA 95661 and BCSI Building Component Safety Information avxlobfe liom the Structural Building Component Associabon ivn-wobcscomminerns cam; 916 755 3571 � filffet,-US corn Job i Truss i Truss Type I OU, Ply i R85361647 I i I UNIT-15 F02A FLOOR GIRDER Builders FirstSornce (Carrollton TX). Carrollton, TX - 7 5006, Sx, 12 bl 18AHS = M 11 Us 11 216 if 3d6 FP = 3v6 2Ye I1 7x10 = 3,6 11 4x6 11 1 2 3 4 5 6 7 a 9 30 29 28 27 C 26 8x12 = 3xI0 IAISAHS FP = 2Y6 CI 3,I(iMISAHSSP = fly 12 M I SAHS = i ' Job Reference loptionish 8 6M a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 48 2024 Page I ID VtiBnidxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8r,e3utTXbGWvVrCDoi7J4zJC?f 0-118 SN. = 1 2,6 if 3x6 FP = M 11 2Y6 11 3r6 11 2X6 11 3)6 10 it 12 13 14 15 16 17 1s 19 33 25 24 23 22 21 5,6 11 3vl0 M18AHS FP 1 5,3 SP = Is Plate Offsets fX,Y)-- 19 0-3-0 Edge). 110 0-3-0 0-0-0], il 9 0-3-0. Edge], j22:0-2-8. Edge], [24 0-2-4. Edge]. 125 0-3-0, Edge], (26 0-3 -0, Edge], [29:0-4-8 Edge] [30 0 -5-0. Edge] f31EcqeO-3-01,(32:0-1-80-0-81,(33,0-1-80-0-81 LOADING (psf) SPACING- 2-0-0 Csf. DEFL. in (loop Weill Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TO 073 Vertit-L) -035 26 >726 480 MT20 2201190 TCDL 250 Lumber DOL 100 BC 082 VedfCT) -067 26 v383 240 M18AHS 1691162 BOLL 00 Rep Stress incr NO WB 097 Horz(CT) 011 20 n,,a Wa BCDL 100 Code 1RC2021,,TPt2014 Nlatnx-S Weight 203 to FT = 20%F, 11 %E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF I SE or 2x4 SP No 1 or 2xd SP SS(flat) TOP CHORD BOT CHORD 2x4 OF 240OF 2 OE or 2x4 SP 240OF 2 OE or 2x4 SP DSSfflan 'Except' 20-23 2x4 SP 165OF 1 5E or 2x4 SP No I or 2x4 SP SSJ flat) BOT CHORD WEBS 2x4 SP No 3(fla!) REACTIONS. (size) 20=0-5-8, 31=0-5-8 Max Grav 20=2099(LC 1) 31 =3780(LC 1) FORCES. r1b) - Max Comp Wax, Ten - All forces 250 (lb) or less except when sftov,.,n TOP CHORD 2-3=-7544!0 34=455110 4-5=-11483110 5-7=-1149010 7-8=-11767!0 8-9=-11767,'0, 9-10=-1128710, 10-11=-1128T0, 11-12=-956&0, 12-13=-9560t0, 13-15=-7219,0. 15-16=-72MO, 16-17=-404510, 17-18=-4037iO BOT CHORD 30-31=0,,'4026 28-30=011056 27-28=0/11726 26-27=011128T25-26=011287. 24-25=0!10476.22-24=018472 21-22=015750 20-21=0/2195 WEBS 18-20=-2961!0, 2-31=-54351+0, 18-21=0!2592,2-30=0,14951 16-21=-2311"0, -4-30=-4754iO. 16-22=0,12029 4-28=0,600, 13-22=-1729!0, 7-28=-321,,0, 13-24=01471, 8-27=-351!0 11-24=-1328`0. 9-27=01 140 11-25=01498. 9-26=-477!0, 10-25=-592,,'O NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless othenivise indicated Structural wood sheathing directly applied of 4-5-0 oc purldis, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing 3) All plates are 6x8 I1T20 unless orthenvrse indicated 4) The Fabrication Tolerance at joint 29 = 11%. joint 23 = I I 1,v 511 Recommend 2x6 strongbacivs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10a l0131"X 3") naits Strongbarks to be attached to walls at their outer ends of restrained by other means LOAD CASE(S) Standard ,a e I) Dead + Floor Live tbalanced) Lumber lnctease=1 00, Plate Increase=1 00 1AARCOS Uniform Loads (pit) A HERMANDEZitr Vert 20-31=-20, 1-19=-130 ........ w 00 Concentrated Loads (lb) - o- " Vert 4=-2683 -P w - ' CO R F-12513 November 15,2024 # Design valid for use onh� witin hh"FickV corimictors This design is based only upon pararne-husshown, and is for an incintiduat Durninvir component, not a truss s,�shim Before use the Building designer must verify me applicability of desqm parameters and property incorporate this design into the ovevall MiTek! turldingdesuhl Bracing indicated is to prevent buciding afaidundual truss web andlor chord members anti, Additionyu temporary and permanent bracing is alviairs required for stability and to prevent cograpse vah possible personal imury and matieny, damage For genera guidance regarding the 4005uanse Ave Suite 270 fabric amon storage delivery, erection and bracing of trusses and truss systems see ANS?!TPII Ouslity Chboact and DSB-22 available from Truss Plate Institute ,WiToraumstorgr Roseville, CA 95661 ,and BCSI Building Component Safety Information caculable from the Structural Swiding Component Association (vAvvi sbcacomporierns; coma 916 755 3571 IfoTek-US cum Job I Truss I Truss Type i UNIT-15 i F03 Floor Builders FirstSorace (Carrollton TXI. Carrollton, TX - 75006 1-3-0 1 5y 3 11 1 1 2 3 4 7 X 14 ITl M QtV Ply i R85361648 5rob Reference loptionall 8 6M a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 49 2024 Page I 10 VuBmdxGYgV7,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8r,e3utTXbGKNlrcDoi7J4zjC?f 1-8-0 Scale = 120 6 15X3 11 1 53 11 3Y,6 5 6 7 a A, 15 91 11 10 2-7 ii, 9_6-8 12-3-8 1 2-7-8 6-11-0 2-9-0 Prate Offsets (X,Y) . . .......... [11 0-1 -81 Edge), [12 0-1-8 Ecicrej, [15 0-1-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (Ioc) lideff L'd PLATES GRIP TOLL 400 Plate Grip DOL 100 TC; 032 Vert(LL) -0 06 10-11 v999 480 NIT20 2441190 TCDL 250 Lumber DOL 100 BC 045 VerpCT) -010 10-11 = 999 240 BOLL 0,0 Rep Stress Incr YES WE 0 35 HorZ(CT) 003 9 nia n,a BCDL 100 Code iRC2021;TP12014 Martnir-S Weight 66 lb FT = 201r,F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 Sri 1650F I 5E or 2x4 SP No I or 2x4 SP SS(fiat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP 1650F 1 5E or 2x4 SP No I or 2x4 SP SS(fiat) except end vertricals V;i?EBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly spatted or 10-0-0 oc bracing REACTIONS. (size) 14=1idechanical. 9=0-5-8 Max Grav 14=908(LC 1), 9=900(LC 1) FORCES. (Im - Nlax. Comp Max Ten - All forces 250 (1b) or less except when shown TOP CHORD 2-3=-1306!0 34=-197M 4-5=-1970,10.5-6=-1970,'0,6-7=-1330/0 BOT CHORD 13-14=0!806 12-13=01753, 11-12=0/1970, 10-1 I=Q1768, 9-10=0-S37 WEBS 7-9=-1181r0 2-14=-1167,D 7-10=0,1733,2-13=0!744 6-10=-651/0 3-13=-665r0, 6-1 1=0,460. 3-12=0,1476. 4-12=-252j0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x4 IvIT20 unless otherwise indicated. 3) Refer to gwder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or and fastened to each truss with 3-10c (0. 131" X 3") nails. Strongibacks to be attached to walls at their outer ends of restrained by, other means 5') CAUTION, Do not erect truss backwards OF C:) ............. ?IsAARCOS A— HE NIANDEZ/ .......... --- ......... —.14 .0y 13 8 7 8 COR F-12513 November 15,2024 Design varld for use onri virth MrTeRt connectors 'rius design is based only upon patamideTs Shown, and is fo� an trolmduat building component, net a truss system Before use, huts designer must verify the aprocamon, of design parameters and property incorporate this desuir into the ove,arr imilifingdessilb, Bracing indicated rate prevent bumzlyng ollronvIduaitniss, web andforchord members only, Addibonastemparary and permanent bracing MiTek' Is arw&gs required for stability and to prevent collimse vcifln possible personal immy and rinmeAr damage For general cruaiance regaining the 400 Sunrise Ave Suite 270 fabireabon, storage, dirk,arry, election and bracing of trusses and truss s)seims see ANSUTP111 Quality, Critena and DSB-22 available from Truss Plate middule !www bbinst orin Posevale, CA 95661 and SCSI Building Component Safety information available from the Structural Building Component Association {,,AAv vircocomeements com) 916 '55 3571 J MiTek�US com Job I Truss I Truss Type our Ply i R85361649 UNIT-15 IF04 Floor 3 1 1 i i i Job Reference foptionsin Builders FirstSouace (Carrollton TX), Carrollton, TX - 75006 8 630 s Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 49 2024 Page I 10 VuBmdxGYgWHsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8kv3ulTXbGw,�'(CDoi7j4zJCif 1-3-0 1-8-0 0 lip Scale = 1,20 6 1 5Y3 11 1 5Y3 If 1 5v3 11 3Y,6 1 2 3 4 5 6 7 a 7. A, 15 91 13 12 11 10 2-7-8 9-6-8 12-3-8 2-7-8 6-11-0 2-9-0 Plate Offsets (X,Y) . . .......... [11 0-1-81Edge), [12 0-1-8 EdqeJ, f`15 0-1-8 0-1-81 LOADING (pshi SPACING- 2-0-0 CSL DEFL. in (Ioc) lideff L'cf PLATES GRIP TOLL 400 Plate Grip DOL 100 TC; 0 32 Vert(LL) -0 06 10-11 ,999 480 NIT20 2441190 TCDL 250 Lumber DOL 100 BC 045 VerpCT) -0 10 10-11 =999 240 BCLL 0,0 Rep Stress Incr YES WE 0 35 HorzfCT) 003 9 nia n,a BCDL 100 Code iRC2021;TP12014 Mainz-S Weight 66 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP 165OF 1 5E or 2x4 SP No I or 2x4 SP SS(fiat) except end verticals )iUEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly appilled or 10-0-0 PC bracing REACTIONS. (size) 14=0-3-8, 9=0-5-8 Max Grav 14=908(LC 1) 9=900(LC 1) FORCES. ub) - tilax. Comp /Puavy, Ten, -Ail forces 250 i1b) or less except when shown TOP CHORD 2-3=-1306,"0 34=-1970iO 4-5=-19ML 0. 5-6=-1970r0, 6-7=-1330/0 BOT CHORD 13-14=0,'806 12-13=0/1 753, 11-12=&1970, 10-1 1=0i1768, 9-10=0-S37 WEBS 7-9=-118V0 2-14=-116TIO 7-10=0,733, 2-13=0!744 6-10=-651/0 3-13=-665KIj, 6-1 1=01460, 3-12=W476. 4-12=-252i0 NOTES- 1) Unbalanced floor live loads nave been considered for this design 2) All plates are 3x4 MT20 unless otherwise indicated, 3) Recommend 2x6 strongbacKs. on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10c (0131" X 3") nails. StrongbacXs to be attached to wails at their outer ends or restrained by, other means 4) CAUTION, Do not erect truss backwards 0 tMARCOS A. HERN,�(,,,IDEZi 113878 SIONM,0' COR F-12513 November 15,2024 nor Dessin for use onIv with ch-reeIr connectors This design is based only upon parameters shown, and is for an ard-duat ongoing canto MiTek a truss systern Before use, the budding designer must verdii the appheatifily of design parameters and property incorporate mo; desfin, into the overall the building design Bracing indicated is to prevent buckling ofinifiviound truss iset, anchor chord memo his only Additional dindporafs and permanent ofacurg is iuorwys required for stability and to prevent collapse w0h possible personal injury and purpeov damage For geriera&gumance regarding the 400 Sunrise Ave Spite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIJTP11 Quality Criteria and DSB-22 available from Tw 'truss Plate Institute �wou iy rist opi I Pose,41le, r A 956,61 and On St Building Component Safety butormation available from the Structural building Component Assodabon i,vAAv sticircomponerds coma 916 ?S5 3571 JfhTef,-US coin Job i Truss i Truss Type UNIT-15 FOS Floor Builders FirstSorace (Carrollton TXI. Carrollton, TX - 75006 1 1-3-0 , 1 5,3 11 4x5 1 5X3 It 1 2 3 4 5 18 17 16 15 4Y5 Oty ' Ply R85361650 4 i 1 i I Job Reference topfionah 8 oW a Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 49 2024 Page I 10 VuBmdxGYgWHsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGKNlrcDoi7J4zjC9f 1-6-0 Scale = 128 9 1 5X3 11 1,50 11 4A5 = 3x6 6 7 8 9 10 14 13 12 -0- 4x5 = 3s6 = 2-7-8 5-1-8 4 11-10-8 14-4-8 1 17-1-8 2-7-8 2-6-0 6-9-0 2-6-0 2.9-0 Plate Offsets (X Y)-- il 4 0-1-8,Edgel, f15 0-1 -8 Edge], [19 0-1-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) foleff Uld PLATES GRIP TOLL 400 Plate Grip DOL 100 TC 045 Vert(LL) -015 14 >999 480 NIT20 2441190 TCE)L 250 Lumber DOL 100 SC 075 VereCT) -029 14 >710 240 BCLL 00 Rep Stress incr YES WB 0 59 Horz(CT) 007 11 nia wa BCDL 100 Code IRC2021.,TP12014 blatrix-S Weight 91 to FT = 20%F 11 %E LUMBER- BRACING- TOPCHORD 2x4 SP 1650F 1-SE or 2x4 SP No 1 or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied of 6-0-0 cc punins, HOT CHORD 2x4 SP 1650F I 5E or 2x4 SP No I Of 2X4 SP SSIllat) except end verticals WEBS 2x4 SP No 3(flat) SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ;size) 1840echamcal, 11=0-5-8 Plax Grav 18=1270(LC 1) 11=1262(LC 1) FORCES. (lb) - Max. Comp Wax. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-198510 3-4=-324810 4-5=-388410. 5-6=-3884i0, 6-7=-3884M, 7-8=-3272.,'(). 8-9=-202510 BOT CHORD 17-18=00 145 16-17=0/2774, 15-16=013677, 14-15=0�3884, 13-14=013691, 12-13=012806. 11 -12=0,'l 192 WEBS 9-11=-168310.2-18=-165810.9-12=0+1237 2-17=Gil249,8-12=-1161t0,3-17=-1173,r0, 8-13=0!693. 3-16=01705. 7-13=-624,10, 4-16=-63810, 7-14=-231:547 4-15=,8562' 5-15=-287P0 6-14=-27910 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x4 h4T20 unless offiewse indicated 3) Refer to giirder(s) for ITUSS to truss connections 4) Recommend 2A strongbacks. on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0. 131" X 3") nails. Stroh backs to be attached to walls at their outer ends or restrained ov other means 5) CAUTION, Do not erect truss backwards so !r'e cir C, AA R C 0 9 A ER"I If 0% 11 378 COR F-12513 November 15,2024 Design valid for use only with NhTekt� connectors This design is based only upon parameters siorwri, and is tot an i dwntuat building, corroorient. not a truss vistem Before use, the building designer trust ver4 the applicability upon parameters and property incorporate this design into the overall aordmqdesq�n Bracnigumicared is to prevent buckling ofirurvidria! truss vieta andror chord members onp, Addhnstraitemporaw and pinmanenflosacing MiTek" is alviars required for stal,04 and to prevent coHmore wirth passable personal mints and redeem damage For generar guidance regarding the 40OSunnse Ave Suite 270 Mencation, slorage, deuvery ere0on and bracing of trusses and truss systems see ANSIFFNI Quality Criteria and DSB-22 avanable from Truss Plate Institute ;%vwwhurostorg; frosevilre, CA 95661 and 'BC: St Building Component Safety Information avulathfe fiom the Structural Building Component Association ivn-wobcscommomener wool 9167553571IMiTen-UScom Job i Truss i Truss Type Our Ply I UNIT-15 IF06 Floor I 1 i I i 5ob Reference loptionall Builders AndSoume (Carrollton TXI. Carrollton, TX - 75006 8 6M a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 50 2024 Page I 10 VuBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8w3ulTXbGw,'/rcDoi7J4zJC7f 1-3-0 1-3-0 1 1,5,3 11 2 3 3x4 = 4 1 5,,3 1 Scale = 1 10 2 I 7 1,4 Plate Offsets (), Y) . . . . ........ J2 0-1 -8.Edqej, 13 0-1-&Edqej 4-3-0 4-3-0 1 6 5 3r4 = LOAOING (pSf) SPACING- 2-0-0 C SL DEFL. in (loc) lidetl Ld PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 010 Verld-L) -000 7 >999 480 MT20 244/190 TCDL 250 Lumber DOL 100 BC 008 VertfCT) -001 7 >999 240 BCLL 00 Rep Stress Inct YES WE 0 08 HOTZ(CT) 000 5 nia nia BCDL 100 Code ffRC2021,TPI2014 Matfix-S, Weight 25 in FT=20%F ll%E LUMBER- BRACING - TOP CHORD 2x4 SP 1650F I 5E or 2x4 SP No I or 2x4 SP SS(ftat) TOP CHORD Structure; wood sheathing directly applied or 4-3-0 oc purbils, BOT CHORD 2x4 SP 1650F 1 5E or 2x4 SP No I or 2x4 SP SS(flat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Right ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 8=0-5-8,541echarucaf Max Grav 8=309(LC 1). 5=3091LC 1) FORCES. llb) - Max. Comp /Max. Ten. - All forces 250 llb) or less except when shown WEBS 3-5=-31M 2-8=-318O NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girderis) for truss to truss connections. 31l Recommend 2x6 stiongbacks, on edge, spaced at 10-0-0 Cry: and fastened to each truss with 3-10c (0131" X 3") nalls. Stfongbacks to be attached to walls at their outer ends or restrained by other means 01 ,"MAPCOS A HEMMNDEZ/ ff � ...... ... I-- ... I.— .... he Ile W COR F-12513 November 15,2024 ................ Design and for use only voth fvrTeh9 connectors This design is based only upon bafameterrs shown, and is tot an individual ouildod; component. not atrusirsystem Before use, the building, designer must veno, the aripticrarthly ofilesen parameters and prpcvur� incorporate this design into the overair MiTek buddingdesign Bracing indicated is to prevent buckbrig of individual truss web amoor chord members imbi Addfitpna:!temporary and permanerd tivacnig is aivia?s required for stabritv and to prevent col(apse with possobve moscrud injure and pnmeddamage For qemna6 guidance regarding the 4005undse Ave Suite lack ation,sm,age delivery, erection and bracing offrusses and truss systems see ANSINP11 Ourility, Criteria and DSB-22 avarlableftom Truss Plate institute ;wwwgpnstorgy Roseville, CA 95661 and BCSI Building Component Safety Information avaslabre from the Structural thurding Component Assovatem ibivAv sticscomponerds com) lino 755 3571 'fuTe4,-US coup Job i Truss i Truss Type QtV Ply i R85361652 UNIT-15 IF07 Floor Girder I 1 i I i 5ob Reference loptionall Builders FirstSorace (Carrollton TX). Carrollton, TX - 75006, 8 6M s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 50 2024 Page 1 10 VuBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8s,,,3ulTXbGKA'rCool7j4ZJC7f 1-3-0 3r4, 1 1-3-0 1 1,5x3 11 2 9 3 3x4 = 4 1 5,3 11 Scale = 1 10 2 I Plate Offsets (X,Y)-- (20-1-8.EdqeJ,l30-1-8EcgeJ LOAOING (pSf) SPACING- 2-0-0 TOLL 400 Plate Grip DOL 100 TCDL 250 Lumber DOL 100 BCLL 00 Rep Stress Incr NO SCOL 100 Code IRC2021.rrPI2014 1 7 6 4-3-0 4-3-0 C St. TC 063 BC 025 WB 0 23 klatrix-S LUMBER - TOP CHORD 2x4 DF 240OF 2 OE or 2x4 SP 240OF 2 OE or 2x4 SP DSSfftat) BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(fiat) WEBS 2x4 SP No Vat) 'Except' 1-8 4-5 2x4 SP 165OF I 5E or 2x4 SP iuo. I of 2a:4 SP SS(fiat) REACTIONS. isize) 8=0-5-8,5=10echanical Max Grav 8=6751LC 1), 5=722ti-C 1) FORCES. Ilb) - Max. Comp ' it.lax, Ten - All forces 250 Ilb) or less except when shown TOP CHORD 2-3=-666!O SOT CHORD 7-8=0,'666, 6-7=01666, 5-6=0,1366 WEBS 3-5=-94VO, 2-8=-941,0 DEFL. in (loc) lidetl Lid PLATES GRIP Vertfl-L) -001 6 >999 480 MT20 220.190 VertfCT) -002 6 999 240 Horz(CT) 000 5 nia n1a Weight 25 flo FT=20%F 11%E BRACING - TOP CHORD Structure; wood sheathing directly applied or 4-3-0 oc porlins, except end vedicals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced floor live loads nave been considered for this design 2) Refer to girderis) for truss to truss connecUons. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10cl (0131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 4) Hangerts) of other connection device(s) shall be provided sufficient to support concentrated loads) 795 in down at 2-3-0 on top chord The clesignIselection of such connection dewce(' s) is the responsibility, of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 7,f LOAD CASE(S) Standard 1) Dead + Floor Live inalanced.) Lumber Increase= 1 00, Plate Increase= 100 Uniform Loads IpTl Vert 5-8=120,14=-130 00 Concentrated Loads (1b) Vert 9=-778fB) 00 ire id 'MARCOS .41 H E r, 4NDE o% 113 8 7 8 io- .00 COR F-12513 November 15,2024 W;:: i 1 Design valid for use only vatin MiTekS connector& This design is based only upon parameters shown and is for an ondividuat building component not a truss system Before use, the budding designer mustverify the appitcatality, of deagin parameters and properly incorporate this design stile the ii�era# MiTeV' baftrilldesagn Efaomr indicated is to prevent bucirling isfaidirviduar truss won and'or cutud members only Additimai temporary and caumanerit isracing is afwaysmqiured for stabitily and to prevent collapse with possible pemorral injury and property damage for gerieraiguidaince regarding the fi ation, storage, defivery, erection and bracing of trusses and truss systems see ANSVTP[l Quality Criteria and DSB-22 available from Truss Plate Institute £ivviv rpinstorin 400 Sunrise Ave Suite 270 Roseville, CA 95661 and Host Building Component Safety information available from the Structural Building Unevoirera Associated (ivivri stiscomporrenui com) 916 755 3571,'MiTec-US coin Job i Truss UNIT-15 F08 Builders FirstSorace (Carrollton, TX). 1-3-0 M If i Truss Type FLOOR GIRDER Canuiltion, TX - 75006, 7z8 = 13 2 14 DIV Ply R85361653 I 1 1 1 i lJob Reference Ioptionall 6M s Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 50 2024 Page I ID VtiBnidxGYgl�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8kv3ulTXbGKIIJfCDoi734zJC?f 1-5-12 Scale 34=1 5X6 If 2x6 11 Ta = M If 3 15 4 5 6 16 7 4?,6 = 1 5x3 It 4:,12 Plate Offsets (X,Y)-- [8 Edqe,0-1-8j,j12.EcIcge -1-81 0 LOADING (psf) SPACING- 2-0-0 C St. TOLL 400 Plate Grip DOL 100 TC 056 TCDL 250 Lumber DOL 100 BC 055 BCLL 00 Rep Stress Inct NO WE 0 53 BCDL 100 Code IRC2021,TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP 165OF 1 5E or 2x4 SP No 1 of 2X4 SP SSifiat) BOT CHORD 2X4 DF 240OF 2 OF or 2x4 SP 240OF 2 OE or 2x4 SP DSSMah WEBS 2x4 SP No 3dfat) 'Except* 1-12,74 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(fiat) 8-7-4 8-7-4 DEFL. In (loc) Vdefl L11d PLATES GRIP Verlu-L) -004 10 '999 480 MT20 2201190 VerliCT) -008 10 999 240 HorzfCT) 004 8 nia n.'a Weight 75 it) FT = 20%F 11 %E BRACING - TOP CHORD Structure; wood sheathing directly applied of 6-0-0 oc puffins, except end verticals DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 12=0-3-8 8=0-3-8 Max Grav 12=2813(LC 1), 8=32344LC 1) FORCES. (to) - Max, Comp ;Max. Ten, - All forces 250 (lb) or less except when shown TOP CHORD 7-8=-607!0 2-3=4210!0. 3-4=4239,'O, 4-5=-4316)0, 5-6=-4282,'O BOT CHORD 11-12=0,2767 10-11=0,4919 9-10=014919,8-9=0i2727 WEBS 2-12=-3826,10. 2-11=0.,'2078 3-11=-80&0, 4-11=-925!0, 6-8=-3770!0, 6-9=0,12235 5-9=-1065iO 4-9=,771,'O I NOTE S- 1) Recommend 2x6strongbacks. on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 2) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down at 0-7-4.1140 lb down at 1- 10-4,1140 lic down at 3-10-4 and 1140 lb down at 5-10-4 and 1165 lb down at 7-10-4 on top chord. The desigwSelection of such connection device(s) is the responsIbility of others 3) In the LOAD CASE(S) section, loads applied to the face eftne truss are noted as front IF) or back (B) LOAD CASES ) Standard 1) Dead + Floor Live itialanced) Lumber Inctease=1 00, Plate Increase= 100 Uniform Loads iprf) Vert 8 12=-20 1-7=-130 Concentrated Loads (lb) Vert 5=-1140(B) 13=-208iF1 14=-1140iB) 15=-1140(8) 16=-1165(B) At iv LIARCOS, A HE NW41 GZ 113 8 7 8 COR F-12513 November 15,2024 shown, and is for an indodbal buflourti component. not Design valid for use auk voth Cu& coniiechns, This design is based onl� design a truss s�gsgim Before Ilse, the building designer must verify the apprionifigy of design parameters and moperr, incorporate this design into the ovwa* MiTek' ouiraing design Bracing Ionic ated is to prevent buckling at rndmduM truss vieb andAir chord menmeia only Additional temporary and permanentinaang n aWaVs required for stamlit), and to prevent collapse with possible personal intury and property damage For general guidance regarding the 400 Sunrise Ave Sude 270 forric auon, storage, ImWety, erection and bracing of trusses and truss sysmrim see ANSVTPI1 duality Criteria and DSB-22 avagable from Truss Plate Institute ,mew minst erg; Roseville, CA 95661 and On St Building Component Safety Information a,Wdble from the Structural Building Component Assocolism muiuv inooslomponerns; coma 916 755 3571 iMiTef-US cold Job i Truss i Truss Type our Ply i R85361654 UNIT-15 IF09 Floor I 1 i I i 5ob Reference loptionall Builders FirstSomce (Carrollton TX). Carrollton TX - 75006 8 6M s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 512024 Page I 10 VuBmdxGYg>7,HsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGK'41IFCDoi7j4zjC?f 0-1-8 1,4 �1_By 1 , If 1-3-0 1I I1-1-8 1 ; 3'x4 4 1 5,3 11 Scale = 1 10 2 I M 7 4-3-0 4-3-0 Plate Offsets (X,Y)-- 12 0-1-8,Edgel, 13 0-1-8 Edge] 19 0-1-8 0-1-81 11 3y4 LOADING (psfI SPACING- 2-0-0 C St. DEFL. In iloc) Vrdefl L/d PLATES GRIP TOLL 400 Plate Grip DOL 100 TC Off Vertu-L) -000 7 >999 480 MT20 2441,190 TCDL 250 Lumber DOL 100 BC 009 Vert(CT) -001 7 >999 240 BCLL 00 Rep Stress tncf YES WEI 0 07 Horz(CT) 000 5 nia n,"a BCDL 100 Code tRC2021,,,TP12014 klanix-s Weight 27 in FT=20%F 11%E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc pundis. BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(fiat) except end verticals WEBS 2x4 SP No 3(flap BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS, (size) 5=Nlechanical 8=0-5-8 Max Grav 5=3051LC 1 t, 8=297iLC 1) FORCES. Ilb) - Max. Comp Max.iTen. - Ail forces 250 Ilb) or less except when shown WEBS 3-5=-312io, 2-8=-301/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girderts) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10c (0131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 4) CAUTION, Do not erect truss backwards or or ef.MARCOS A HEW,IAM, EZ,;g 11387 1. Qr COR F-12513 November 15,2024 Design valid for use only witb MiTet�,� connectors This design is based only upon parameters sho", and is for an individual building component, not a truss system Before use, the building designer must verify tom arrialicamrsy of design parameters and progeny record rate this design into the *vera* ouirding desupi Bracing indicated is to prevent truckling of indwicival truss vise andtor crord members ono Additurnal temporary and permanent aracnig MiTek' is alroiers required for staburly and to prevent collapse ivith ocssrole, personal injury and property damage for general guidance regarding the 400 sunrise Ave Suite 2?0 fatin, ation, storage, delivery, erection and bracing of trusses and truss systems, see ANSiTP11 Quality Criteria and DSB-22 available Poor Truss Plate Institute r"N? unred orgi Rosyidre. CA SSW and SCSI Building Component Safety Intormation, available from the Structural fulaiding Component Association ivAvw sbcscompriments corn} 9 t6 155 3571 / MiTek-US core Oty ' Ply R85361655 Job i Truss UNIT-15 IF10 Builders FirstSouvce (Carrollton TX). 0-1-8 Truss Type Floor Carrollton, TX - 75006 11 i 1 1 i lJob Reference loptionah 8 6M a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 512024 Page I 10 VuBmdxGYglh,'HsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3ut7XbGK'4S'rCDoi7J4zJC'?f 0-118 S'A = 1365 1,50 It 1 5X3 f) 3,v6 5x6= 4Y5 I 5x3 ll 1 5Y,3 If 3x6 PP= 4w5 5,6 1,6 1 2 3 4 5 6 7 8 9 10 11 12 13 _2 26 16 16 `v 24 23 22 21 20 19 18 17 16 15 4✓6 5X6 3� 10 M18AHS FP 46 5,xf, 4,,6 M SP= 4x5 = -0 -3-0 7-9-0 13-11-0 9650 18-11-0 21-8-0 2-9-0 2-6-0 2-6-0 Plate Offsets (X,Y)-- [14.Ecig.e [1&0-1-8 Edge], j`19 0-178,Edgel, (21,0-2-8, Edge), f25 [26 LOADING (psf) SPACING- 2-0-0 CST, DEFL. in (lac) I.,oefi Lid PLATES GRIP TOLL 406 Plate Grip DOL i OttTC 081 Veh(1-11) -034 19 -,750 480 MT20 220190 TCDL 250 Lumber DOL 100 BC 096 VeruCT) -064 19 -400 240 M18AHS 169162 BCLL 00 Rep Stress Incr YES WB 0 80 Harz(CT) Oil 14 wa nfa BCDL 100 Code IRC2021IM2014 rhatrix-S Weight 117 lo FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purrins. BOT CHORD 2x4 SP 1650F 1 5E or 2x4 SP No I or 2x4 SP SS(flat) 'Except' except end verticals. 14-21 2x4 DF 2-100F 2 OE or 2x4 SP 2400F 2 OE or 2x4 SP DSS(fiap BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracmg Except WEBS 2x4 SP No 3(flat) 2-2-0 oc bracing 20-22 REACTIONS. (size) 24=0-5-8,14=0-5-8 klax Grav 24=1598(LC 1) 14=1598(LC 1) FORCES. (lb) - Max. Comp .1tvlax. Ten. - Air forces 250 (to) or less except when shown. TOP CHORD 2-3=-2663�0, 3-4=4525:0 4-5=-56981O. 5-6=-6231*, 6-7=-6231.,'O, 7-8=-623VO, 8-9=-5699,10 9-11=-4524!0 11-12=-2663;0 BOT CHORD 23-24=01529 22-23=0,'3744,20-22=0�5262,19-20=0;6086,18-19=0,,6231, 17-18=0.M87, 16-17=0i5262. 15-16=0/3745 14-15=0?1529 WEBS 12-14=-2159;0, 2-24=-2159,,O, 12-15=0i1686 2-23=01686 11-15=-1608,,'O, 3-23=-16083;011-16=0,1159 3-22=0M% 9-16=-109710.4-22=-1097/0, 9-17=0i6,19, 4-20=0i648,8-17=-591:'(), 5-20=-59VO, 5-19=-158i537 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless othenivise indicated 3) All plates are 3x4 1,,IT20 unless othemtse indicated 4) The Fabrication Tolerance at joint 21 = 11% 5) Recommend 2x6 strongbaclis, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-100 (0.131"X 3") nails ,trongbacks to be attached to walls at their outer ends or restrained by, other means Design valid for use onig with hiTickV connectors This design is based arty upon runarne-hurs shovm, and is for an incintiduat bursting component, not a truss ii.;stem Before use the Building designer must verify the applicability of design parameters and property incorporate Ims design into the ovevaq muldingthisuni Bracing indicated is to prevent buckling afiniNvidual truss v;eo andlor chord members only Additonyu temporary and Dermaniml bracing is alviays required for mahifify and to prevent cograpse vft possible personal imury and miucerry damage For genera guidance regarding the fabril amon storage delivery, erection and bracing of trusses and truss systems see ANSVTPTI duality Criteria and DSB-22 aviumble from Truss Plate Instaule :%1A'%vtmnAtmgJ ,and Best Building Component Safety Imbarmativrit caculable from the Structural Buirding Component Association (vAvin sbcacomponeras com; 0 F no I'MARCO'E', ... A, HERNAN Z oo ............ on 113 8 7 8 .0, k k S/0�4 Vill %sys,.%."'aa� M Re k' 400 Sunrise Ave Suite 270 Roseville, CA 95661 916 755 3571 o'hhTel,-0S com oty Ply R85361656 Job i Truss UNIT-15 IF11 Builders FirstSouvce (Carrollton TX). 1-3-0 i Truss Type Floor Carrollton, TX - 75006 15X3 11 1 2 3 4 13 12 3>k 4 i 1 1 i lJob Reference loptionan 8 630 s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 512024 Page I 10 VuBmdxGYgWHsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8w3ulTXbGK'JrCDoi7J4zJC')f 1 5X3 11 5 6 7 i 1E to Scale = 120 3 1'5a3 it M A 15 M = 2-9-0 9-6-8 12-3-8 2-9-0 6-9-8 240 Plate Offsets (X,Y)-- fl.Eage,0-1-81,111 0-1-8,Edqel, f12 0-1-8 Edqej, M5 0-1-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) lidell L,d PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 029 Vert(l-L) -006 12-13 >999 480 IVIT20 244,'190 TCDL 250 Lumber DOL 100 BC 042 VerliCT) -010 12-13 -999 240 BCLL 00 Rep Stress incr YES WE 035 HorzICT) 003 9 nia n; I a BCDL 100 Code IRC202VTPI2014 filatfix-S, Weight 68 In FT = 20%F I I %E LUMBER- BRACING - TOP CHORD 2x4 SP 1650F 1.5E or 2x4 SP No 1 or 2X4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied of 6-0-0 oc purlins. BOT CHORD 2x4 SP 1650F I 5E or 2x4 SP No I or 2x4 SP SS(fiat) except end verticals. WEBS 2x4 SP No 3(flat) SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS, (size) 14=0-3-8, 9=0-5-8 Max Grav 14=903iLC 1), 9=895(LC 1) FORCES. (to) - Max. Comp!Nlax Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1322r0 3-4=-1952(0 4-5=-195M, 5-6=-1952;0, (3-7=-1321 ' �0 BOT CHORD 13-14=0M3 12-13=01 755, 11-12=01952, 10-1 1=011756' 9-10=0i832 WEBS 7-9=-1 17VO 2-14=-117WO, 7-10=0327, 2-13=0!726 6-10=-646i0 3-13=-645i0, 6-11=0/448 3-12=01448 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x4 h4T20 unless other vasem(licated. 31) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-100 (0131"X 31j nails Strongbacks to be attached to vialls, at their outer ends or restrained by other means 4) CAUTION, Do not erect truss backwards oil'—t ......... IMARCOS, A. HE NANDEZat can 113878 0 4 'D Sic) COR F- 12513 November 15,2024 Design valid for use only voth MrTek,� connectors This design is based only upon par snorters, shown, and is for an mdrviduat building component, not a truss system Before use, the building designer must,.,enfy the applicability or design parameters and property incorporate this design into the overall Miffek' holding design firacept indicated is to prevent buckbrig of individual truss wed andior chord members onty Additional temper sty and permanent bra -mg is arrays requited for stability and to prevent collapse vyAh possible personal imurg and property damage for genefai guidance regarding the 400 Sunrise Ave Sure 2?0 fabnc ation, storage deavero, erection and bracing of trusses and truss systems, see ANS13PIl Quality Criteria and DSB-22 available from Truss Plate Institute ,vnaw lcsnstorg; ioosenlre. CA 95&61 and BC: St Building Component Safety information ava,lable from the structural flundimll Component Association fvAvvt sbcsommomems cam) 916 755 35-1 1 MiTek-US core Job i Truss i Truss Type UNIT-15 IF12 I Floor Builders FirprSouvce (Carrollton TX), Carrollton, TX - 75006 1-3-0 4y5 5X3 11 1 2 3 4 5 I'd 20 19 is 17 16 3:d(i 3YI01018AHS FP 4t5 = Off- ' Ply R85361657 4 i 1 1 i lJob Reference loptionall 8 6M s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 52 2024 Page I 10 VuBmdxGYgWHsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGK',IfCDoi7j4zJC'7f 1-4-8 01,8 Scale = 128 4 1,50 it 151,3 11 3,6 FP 4y5 = 3,6 6 7 8 9 10 11 21 do V 15 14 13 45 a"6 0, 14-4-8 17-1-8 2-9-0 2-6-0 6-7-8 240 Plate Offsets tXY) f! Edcle.0-1-81, [15 0-1-8.Edciel, J`16 0-1-8 Edge], [21,0-1-8,0-1-81 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) lideft Lid PLATES GRIP TOLL 400 Plate Grip DOL 100 TC 041 Venn-t) -015 15-16 >999 480 NIT20 244�190 TCDL 25,0 Lumber DOL 100 BC 073 VerbCT) -028 15-16 v718 240 iM18AHS 186,1179 BOLL 00 Rep Stress incr YES INS 0 59 Horz(CT) 007 12 n1a nia BCDL 100 Code 6RC2021 rTPt2014 tolatrix-S j Weight 93 to FT = 20%F 11 %E LUMBER- BRACING- TOPCHORD 2x4 SP 165OF I 5E or 2x4 SP No 1 of 2x4 SP SSf ' flat) TOP CHORD Structural wood sheathing directly applied of 6-0-0 oc purfins. BOT CHORD 2x4 SP 1654F 1 5E of 2x4 SP No I or 2x4 SP SSiflat) except end verticals WEBS 2x4 SP No 3(flap BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 2041echarti-cal, 12=0-5-8 h1axGrav 20=1266(LC 1) 12=1258f,LC 1) FORCES. (1b) - Max Comp 4.1ax. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2016!0 3-4=-3254;O, 4-5=-385&0 5-6=-3858,0, 6-7=-3858.,'0, 7-8=-3254,10 8-10=-2016,0 BOT CHORD 19-20=011189 17-19=0r2792 16-17=0;36M 15-16=0,'3858, 14-15=0!3670,13-14=012792, 12-13=0!1 188 WEBS 10-12=-1677*, 2-20=-1681,10, 10-13=01231. 2-19=0;1230 813=-1154,`0 3-19=-1154i() 8-14=0.,'686, 3-17=0687, 7-14=-618,'0. 4-17=-619,10, 7-15=-27,533 4-16=-27i532 6-15=-269,10 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are hIT20 plates unless otherwise indicated 3) All plates are 3x4 IAT20 unless otherwise indicated 4) Refer to girderis) for truss to truss connections 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 no and fastened to each truss with 3-10c (0.131"X 3") nails Strongbacks to be attached to wails at their Cuter ends or restrained by, other means 65) CAUTION, Do not erect truss backwards aw CD lid 'A A RCO'LS, A �AERMAN EZ 113 8 7 8 COR F-12513 November 15,2024 .. .. .. ... ..... design valid foruse only eath MrTek,� connectors Thisdiesign isbasediudy upon paramepusshown, anerriforanmiaviduattoolding component, not a truss system Before use, the building designer mustderrily the applicability or design parameters and property incorporate this design into the Overall building design firacupt indicated is to prevent buckbrig of individual truss web andior chord members onto Adriffional temporary and permanent bracing MiTek is atvrays requited for stability and to prevent collapse odh possible personal imurg and property damage for genefai guidance regarding the 400Surimm Ave Sum,270 fabrication. storage delivero, erection and bracing of masses and truss systems, see ANS13PIl Quality Criteria and DSO-22 available from -floss Plate Instalse :V11AVIoliodrugl Roseville, CA 9566 t and BCS113dildingComponent Safety information avwlatge from the structural Building Component Association fivvov sbescomporrelifs earn t 916 755 3571 1 fliTel,-US corn Job i Truss i Truss Type I Our i Ply i R85361658 UNIT-15 IF13 I FLOOR GIRDER I i 1 1 I i lJob Reference loptionall Builders FirstSouvce (Carrollton, TXI. Carrollton, TX - 75006, 8 6M s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 53 2024 Page I ID VtiBnidxGYgl�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8w3ulTXbGWVrCDoi7J4zJC"f Sx, 12 fA 18AHS M 11 3Y,6 11 2,6 i136 FP = 3v6 = 2Yk, Il 7x10 = 3,6 11 4x6 If 1 2 3 4 5 6 7 a 9 30 29 28 27 26 8,02 3M TAISAHS FP = 2Y6 11 1r 101,118AH8 SP = 8,12 tiff I BAHS = 2,6 it 3x6 FP = M 11 2Y6 11 3r6 If 2X6 11 3)6 10 it 12 13 14 15 16 17 1s 19 "4 33 25 24 23 22 21 `76 5,6 11 3,00 101SAHS FP Is Plate Offsets fX,Y)-- 19 0-3-0 Edge). 110 0-3-0 0-0-0], it 9 0-3-0. Edge], j23,0-2,12 Edge], [24 0-2-4, Edge], [25 0-3 -0, Edge], [26 0-3-0. Edge] 129.0-4-8Eagel [300-5-GEogel, f31 Edge 0-3-01,132:0-1 -8 0-0-81, (33,0-1-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (10c) 17dell LA PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 072 VerfiLL) -035 26 >734 480 MT20 220090 TCDL 250 Lumber DOL 100 BC 077 Vert(CT) -066 26 >387 240 K118AHS 1691162 BOLL 00 Rep Stress incr NO W8 096 Horz(CT) 011 20 Wa wa BCDL 100 Code IRC2021ITP12014 Matfix-S Weight 203 lb FT = 20%F, 11 IbE LUMBER- BRACING- TOPCHORD 2x4 SP 165OF I SE or 2x4 SP No I of 2x4 SP SS(fiat) TOP CHORD BOTCHORD 2x4 OF 240OF 2 OE or 2x4 SP 240OF 2 OE or 2x4 SP DSS(flat) 'Except, 20-22. 2x4 SP 165OF 1 5E or 2x4 SP No I or 2x4 SP SS(flat) BOT CHORD WEBS 2X4 SP No 3(flat) REACTIONS. {size) size) 20=0-5-8, 31=0-5--8 Max Grav 20=2092f,LC 1) 31 =3748(LC 1) FORCES. ilb) - Max. Comp 1,lax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-7478,8 3-4=-7-18710 4-5=-1 1390,,0 5-7=-1 139810 7-8=- 1 168otp, 8-9=-11689io, 9-10=-1122210, 10-11=-11222i'O, 11-12=-9514?0 12-13=-951410 13-15=-718&IG. 15-16=-718510,16-17=4030d, 17-18=-402210 BOTCHORD 30-31=&3992 23-30=0110957,27-28=0i11641 26-27=0,11222.25-26=0,11222 24-25=0110423. 23-24=0;8435 21-23=0"5727, 20-21 =0,,'2188 WEBS 18-20=-2951?O, 2-31=-53M'0, 18-21=01258Z 2-30=0,14906 16-21=-2303iO, 4-30=4709!'O. 16-23=02014,4-28=0t610,13-23=-1726iO. 7-28=-331,0, 13-24=0i1459, 8-27=-34Sr10, 11-24=-1317.,'O. S-27=01123 11-25=&1483.9-26=47210, 10-25=-536,10 NOTES- 1) Unbalanced floor live loads have been considered for INS design 2) All plates are MT20 plates unless otheNcise indicated Structural wood sheathing directly applied or 4-5-11 car purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing, 3) All plates are 6x8 I1T20 unless othendrse indicated 4) The Fabrication Tolerance at joint 29 = 11 % 5) Recommend 2x6 strongbacirs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-100 (0.131"X 3") nails 0! 0\ Strongbacks to be attached to walls at their outer ends or restrained by, other means 6`j Hanger(s) or other connection device(s) Snail be provided sufficient to support concentrated kJac(s) 2724 to down at 4-4-12 on top chord. The clesignseiection of such connection device(s) is the responsibility of others. air 7) In the LOAD CASEiS) section, toads applied to the face of the truss are noted as front (F) or back (6) MARCOS A HERN4ANDEZ LOAD CASE(S) Standard "a 1) Dead + Floor Live (balanced) Lumber Increase=1 00, Plate Increase=1 00 113878 Uniform Loads rplf) Vert 20-31=-20 1-19=-130 Concentrated Loads (lb) N Vert 4=-2644jF) COR F-12513 November 15,2024 , s� r r s� or- �ro 14, Design valid for use only with M,Tek& connectors This design is based only upon parameters shown and is for an trounduat building component not a truss system Before use the building designer must verify the applicability of design parameters and prmoemincorporate this design into the overalf mircyngderogn Bracing indicated is to prevent buckling ofirimnduat truss web ardVorchhud members only Adchbonalummonary and rermarientofacring MiTek' is ahveys required for stability and to prevent ciorarise imh possible personal injury and mmointi, damage For general guidance regarding the .flit SunnseAve Sude270 fibrication, storage, delivery, erection and bracing offrusses and truss systems see ANS6'TPl1 Quality Criteria and DSB-22 available from Truss Plate Institute Rbsevflre. CA 95661 and Bost Building Component Safety Information available from the Structural Building Comporreril Association ivrivw sorncomeonerils com) 916 755 3571 ! MfTek-US com Job i Truss i Truss Type Our Ply i R85361659 UNIT-15 IF14 I Floor 1 1 1 i Job Reference loptionan Builders FirstSoume (Condition TX). Carrollton TX - 75006 8 630 s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 53 2024 Page I 10 VuBmdxGYg�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8kv3ulTXbGW�'�(CDoi7j4zJC'?f 0-1-8 1-6-12 1-4-4 Sc = 1,36 5 1,50 it 15r3 11 15X3 11 1�6 M = 1X6 FP 15X3 11 M 1 2 3 4 5 6 7 8 910 11 12 13 14 28 xi -27 + 25 24 23 22 21 2t7 19 18 17 16 3x6 = 15.,.3 11 1 Sx3 It 3Y6 Pro 3n6 = 36 = M 2-9-0 7-0-12 9-8-4 12-3-12 18-11-0 21-8-0 2-9-0 4-3-12 2-7-3 2-7-8 6-7-4 2-9-0 Plate Offsets XY)-- [3 0-1-8.Ecipel, f4 0-1-8.Edqel 117 0-1-8 Eaqe(, f18 0-1-8 Edqel, f27 0-1-8 0-1-81, j2&0-1-8 0-1-81 LOADING fpsf) SPACING- 2-0-0 C St. DEFL, in floc) I!defl Lid PLATES GRIP TOLL 400 Plate Grip DO 100 TC 0 37 Verbl-L) -0 05 16-17 �999 480 bl-120 244190 TCDL 25 0 Lumber DOL 100 BC 0 51 VerhCT) -010 16-17 >999 240 BOLL 0 0 Rep Stress Incr YES WB 0 40 Horz(CT) 003 15 rua Wa BCDL 100 Code IRC2021iTPi2014 Matrix-S, Weight 119 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I SE or 2x4 SP No I of 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc porous, BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(fiat) except end verticals WEBS 2x4 SP No Mah BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing Except 6-0-0 oc bracing 20-22 19-20 REACTIONS. (size) 26=0-5-8,15=0-5-8,20=0-5-8 MaxGray26=635(LC3.t 15=818(LC7),20=1811(LCI) FORCES. (to) - Max. Comp ,'Max. Ten, - All forces 250 (lb) or less except when shown TOP' CHORD 2-3=-82V'0 3-4=-98810, 4-5=-58& 12, 5-6=01908, 6-7=0,1908 7-8=,867iO 8-10=-1627,0. 10-11=-1627iO, 11-12=-1627,'O, 12-13=-1180io BOT CHORD 25-26=0`583 24-25=0,'988, 23-24=0,988. 22-23=0i988 20-22=-261205 19-20=45i346. 18-19=0,1355 17-18=0!1627,16-17=Oi1540,15-16=0,'756 WEBS 2-26=-82110, 5-20=10361'0, 2-25=01+353, 5-22=t]t1636, 4-22=-676i0, 13-15=-106710 7-20=-1282,'O. 13-16=0,'630 7-19=41832, 12-16=-53&0, 8-19=492;1). 8-18=0,1553 10-18=-277;0 NOTES- 1 I Unbalanced floor live loads have been considered for this design 2) All plates are 3x4 1AT20 unless otherwise Indicated. 3) Recommend 2x6 shongbacks, on edge. spaced at 10-0-0 oc and fastened to each truss vath 3-100 (0.131- X 3") nails Strongbacks to be attached to wailis, at their outer ends or restrained by other means 4) CAUTION, Do not erect truss backwards, OF rlt eMARGOS A 1'i'RN �'-E �4 f.1..1--11'-- 01 fit 00 q% 113878 1 COR F-12513 November 15,2024 eQw-................ . X4 shown, and is for an indodbal uniform; component. not Design valid for use coN voth Cu& comectm This design is based onl� design a truss s�gsgsm Before Ilse, the building designer must verify the appficionfity of design parameters and froperIv, incorporate this design into the ovwa* MiTek' awforngdes uln Bracing indicated is to firvientbuckling atindmduat truss oreb andlor chord menmeis cuts Admlmrmltemporary and Dermanera bracing is aWaVs required for stabolih, and to pr"ard collapse with possible personal injury and property damage For generar guidance regarding the 400 Sunrise Ave Suite 270 fornication, storage, deWety, erection and bracing of trusses and truss sysmms see ANSVTPI1 Ouralmy Criteria and DSB-22 avagablefrom Truss Plate Institute imewminsterg; Roseville. CA 95661 and SCSI Building Component Safety Information available from the Structural Building Component Assocohnin muiuv Slooscomponerds corm Job i Truss i UNIT-15 IF15 i Builders FirstSouvce (Carrollton TX}. I 346 = i Truss Type Floor Carrollton. TX - 75006 M 15,3 11 3 4 QtV Ply i R85361660 5ob Reference loptionall 8 6M a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 53 2024 Page I 10 VuBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8r,e3utTXbGKIVI/rcDoi7j4zJC'?f 1-" ji-�V Scale = 120 1 I 5x3 5 6 12 11 M] 2-9.0 9.5-8 2-9-0 1 618-8 Plate Offsets (X,,Y)-- [I.Edge,0-1-8j, III 0-1-8EdgeJ,j120-I-8Edqe1, f-150-1-80-1-81 LOADING (psi} SPACING- 2-0-0 CST. DEFL. in (lac) Well Lid TOLL 400 Plate Drip DOL 100 TC 027 Vert>[-L) -006 12-13 >999 480 TCDL 250 Lumber DOL 100 BC 041 Vert(CT) -009 12-13 = 999 240 BCLL 00 Rep Stress Incr YES WB 0 34 Horz(CT) 002 9 n,,a wa BCDL 100 Code IRC20211TP[2014 Matrix-S L, ' 12-2-8 2-9-0 PLATES GRIP MT20 244090 Weight 68 to FT = 20%F 11 %E LUMBER- SRACING- TOP CHORD 2X4 SP 165OF I 5E or 2x4 SP No 1 or 2x4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I of 2X4 SP SS(flat) except end verticals. WEBS 2x4 SP No 3(flat) SOT CHORD Rigid ceiling directly apptied or 10-0-0 oc bracing REACTIONS. (size) 14=0-5-8, 9=0-5-8 lAax Grav 14=897(LC 1), 9=889(LC 1) FORCES. (lb) - Max. Conrp!blax. Ten. - All forces 250 ub) or less except when shown TOP CHORD 2-3=-1310io 3-4=-192730 4-5=-1927i0, 5-6=-l927,,'0, 6-7=-1309O BOT CHORD 13-14=0,'827 12-13=01738 11-12=0i1927,10-ll=011738,9-10=0.,'826 WEBS 7-9=116510 2-14=-1169.+07-I0=0/719,2-13=01718 6-10=-637`0 3-13=-637,'0. 6-11=0A34 3-12=01434 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x4 MT20 unless otherwise indicated 31) Recommend M strongbacks. on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10c (0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained tn' other means 4) CAUTION Do not erect truss backwards In . C, % IARCOS A HER,14ANL EZ 4 113 S/ONAL %'k COR F-12513 November 15,2024 W;:: i 1 Design valid for use only vath MiTekP- connector& This design is based only upon parameters shown and is for an ondividuat building component not a truss system Before use, the budding designer mustviardy the appitcatalify of design parameters and property incorporate this design into the overa# M 1"Te k baftrill design 8(aoml indicated is to prevent truciiinv;; of airinnituat truss web andd'or -paid members only Additcorrai temporary and permanent wacurg is always mcitured for stabittly and to prevent roilapse with possible personal injury and property damage for gerierat guidance regarding the 400 Sunrise Ave Suite 270 babric bracingation, storage, delivery, erection and bracing of trusses and truss systems see ANSVTP[l Quality Criteria and DSB-22 available from Truss Plate Insouse twnsv resistant; Roseville, CA 95661 and HC St building Component Safety Information available from the Structural Building Component Associated riwov sDscomporrents cam) 916 755 3571 ; lef'rek-US cam Job i Truss i UNIT-15 F16 Builders FirstSourrce (Carrollton, TX). i Truss Type QtV Ply i R85361661 Floor 3 1 1 5ob Reference loptionall Carrollton, TX - 75006 8 6M s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 54 2024 Page I 10 VuBmdxGYgWHsXo6NHys8XDznnR7-RfC?PsB70Hq3NSgPqnL8r,e3utTXbGKIVIircDoi7J4zJC')f 0-11-0 i 1-3-0 1 31,4 11 2 3,4 = 3 1,4 It Scale = 1 10 3 I 5, M 0-3-0 ^ 2-M 0-3-0 2-5.0 Plate Offsets (X,Y)-- [1 Edqe,0-1-81 LOAOING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) lidetl Lid PLATES GRIP TOLL 400 Plate One DOL 100 TC 009 Vert(l-L) 000 5 —" 480 MT20 244i190 TCDL 250 Lumber DOL 100 BC 009 VerpCT) -001 4-5 ,999 240 BCLL 0,0 Rep Stress finer YES WB 0 03 Hotz(CT) 000 4 wa rila BCD( 100 Code IRC20211TP12014 Klatnx-P Weight 20 rb FT = 20%F 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(fiat) TOP CHORD Structural wood sheathing directly applied of 2-8-0 oc purldis. BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I Of 2X4 SP SS(tat) except end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (size) 5=0-5-8. 4=0-5-8 Max Grav 5=181(LC 1), 4=181 fLC 1) FORCES. f1b) - Max. COMpIklaft, Ten - Art forces 250 f1b) or less except when shown NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10c (0131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means V%. i % MARCOS A HER, A DE 113 8 1 . Or 4/- lk kill, S/0NAL COR F-12513 November 15,2024 n. Design valid for use only with orTerP� connectors This design is based ordy upon parameters shown, and is Ior an individual hudining component not a truss system Before use. the building designer must verify the applicability ofaremn parameters and propertV inthis desnin into the overall M'I*Tek' rouldmildesigm Bracing indicated is to prevent truckling ofiresviduan truss web arrWor chord members matj Adermisruntemporary and permanent bracing n always required for stability and to prevent collapse violin poss4bso personal nhofand murals, damage For general guidance regarding the fum" ation, storage, undwery, erectern and bracing or trusses and truss systems, see AMSVTPl1 Quality Criteria and DSB-22 available from Truss Plate institute tvnvwhvvrbftougl 400!lunrcorA+ e Suite270 Rosevnie. CA 95661 and Best Building Component Safety Information available from the Structural BuirdingComponent Associated wmili sbrecomermerns come 916 755 3571 J MiTer-US cum Job i Truss i Truss Type UNIT-15 IF17 I FLOOR GIRDER Builders FirstSouvce (Carrollton. TX). Carrollton, TX - 75006, 1-3 .............. - -0_11 . .............. 1 . 5-12 3x6 11 74 2x6 If 1 13 2 3 c? 6vs 7�10 Our Ply R85361662 I i 1 1 i lJob Reference loptlonall 8 630 s Sep 26 2024 Nprek industries, Inc Thu Nov 14 14 50 54 2024 Page 1 ID VtiBnidxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8kv3ulTXbGKWrCDoi734zJC9f 3x.6 If 2v6 11 4 14 5 to 9 6,8 2,,6 11 Ta = 36 If 15 6 16 7 8-7-4 8-74 Plate Offsets (X,Y)-- 13 0-3-0 Edge], 110 0-3-0 0-0-01, ill 0-1-8 Edge], 112 Edge 0-3-01 LOAOfNG (psf) SPACING- 2-0-0 C St. DEFL, in (10c) 1"clerl L'd TOLL 400 Plate Grip DOL 100 TC 066 Vert(LL) -005 9-10 >999 480 TCDL 250 Lumber DOL 100 BC 086 Ved(CT) -010 9-10 �-999 240 BCLL 00 Rep Stress Inct NO tr/B 0 64 Horz(CT) 002 8 n1a irfa BCDL 100 Code IRC2021;TPL2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP 165OF 1.5E or 2x4 SP No I or 2x4 SP SS{fia} TOP CHORD BOT CHORD 2X4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(fiat) WEBS 2X4 SP No 3(flat) BOT CHORD REACTIONS, I ' size) 12=0-5-8,84Aechaircal Max Grav 12=3229(LC 1), 8=2 774ILC 1) FORCES. (lb) -Max. Comp;Nlax. Ten. - Ali forces 250 f1b) or less except when shown TOP CHORD 1-12=-631`0 2-3=4621`0, 3-4=4823,10,4-5=4501tO, 5-6=--1460!0 BOTCHORD, 11-12=012881 10-11=W4823 9-10=014823,8-9=0,12931 WEBS 5-8=-3962110 2-12=-3894YO 6-9=Oi2152,2-11=0,12708.5-9=-1013,1'0,3-11=-15271,0 4-9=4911O 4-10=402i() Scale, 34=1' PLATES GRIP MT20 244190 Weight 83 In FT = 20%F I I s,.E Structure; wood sheathing directly applied of 6-0-0 oc Dorms, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced floor live loads nave been considered for this design 2) Refer to girdens) for truss to truss connections 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0. 131" X 3") Calls. Strongbacks to be attached to Wells at their outer ends of restrained by other means 4) Hangens) or other connection devicels) shall be provided sufficient to support concentrated load(s) 1225 to down at 0-9-0, 1179 In down at 2-9-0. 1189 to down at 4-9-0, and 1216 lb down at 6-9-0, and 255 to down at 7-8-4 on top chord. The design,selecton of such connection desoce(s) is the responsibilrb, of others AP 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F; or back IB) oy LOAO CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase= 1 00, Plate Increase= 100 Uniform Loads nprfr Vert 8-12=-20. 1-7=-130 v. 00 Concentrated Loads (lb) Is Vert 3=-1136fl 13=-1160(F) 14=-1136IF) 15=-1136(F) 16=-183(6) !AAf`?C0',:z; A HF»."N*AND _Z 1138 1 kk S/O�Atiilt� go N, COR F-12513 November 15,2024 Design valid for use only Asith Moext contractors This design is based our., upon parameters 5hown, and is for an oldr,oduat hooding component. not adonorsystem Before use, the budding designer must verify the applic ability of design parameters and ixoperly incorporate this desurm into the overall MiTek ouddirrodesoln Bracing indicated is to prevent buOling of indrvidual truss wed andlor chord members only Additional tempormy and permanent bracing is aWays required for stability and to prevent collapse wan, possible personal injury and property damage for gerreralirtedance regarding the 400Surmse Ave Sude2ll) falrocapon, storage delivery, erection and bracing of trusses and truss systems see ANS6'TP11 Oualfty Criteria and DSB-22 avagable hard Tuvss Plate hydatude Roseville. CA 95661 and Best Building Component Safety Information available from the Structural Building Comiyonerint Associanon iervori sbcsoomponerus cams 916 ?55 35-1 / meek -US com Job i Truss i Truss Type UNIT-15 IF18 I Floor Builders FirstSouvce (Carrollton, TX}. Car (olftlyn, TX - 75006 0-1-8 1,4 11-1i5rl 11 1-3-0 7 1 I 1,5y3 11 7 a'b Plate Offsets (X,Y)-- 12 0-1-8,Edgel, 13 0-1-8 Edge] 19 0-1-8 0-1-81 Qtv Ply i R85361663 5ob Reference loptionall 8 6M a Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 54 2024 Page I 10 VuBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8r,e3utTXbGKIVIircDoi7j4zjC?f 1-0-0 x 3N4 = 4 3xit 11 Scale = 1 10 2 4-3-0 4-3-0 1 6 9 5 3rk LOADING (pslhy SPACING- 2-0-0 CSL DEFL, in (Ioc) lideff L'Cf PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 012 Verld-L) -000 6 ,999 480 MT20 244il 90 TCDL 250 Lumber DOL 100 BC 008 Vert(CT) -001 6 = 999 240 BOLL 00 Rep Stress tncf YES WS 007 Horz(CT) 000 5 nia n,a BCDL 100 Code iRC2021,,,TP12014 Nlatfix-S, Weight 29 $b FT = 20%F I I %E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2y:4 SP No I or 2X4 SP SS(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purtins, BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SSfftat) except end verticals WEBS 2x4 SP No 3(flah BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS, (size) 3=0-5-8, 540echarucal Max Grav 8=292(LC 1), 5=300h-C 1) FORCES. r1b) - Max. Comp 'Max. Ten - Ali forces 250 lib) or less except when s1foom WEBS 3-5=-301,T0 2-8=-296,'O NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girdeds) for truss to truss connections 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 act (0. 131" X 3") nalls. Strongibacks to be attached to wails at their outer ends of restrained by other means 4) CAUTION, Do not erect truss backwards ?!fAARCOS A, HER—��AND, 'Z/ ............. — .............. 113878 ik k SI - — COR F-12513 November 15,2024 Design valid for use only vidir Mffek�� connectors This design is based only upon parameters shown, and is for an mdvanual trioiding component, not a truss system Before use, the building designer must veiuy me applicatatip, of design parameters and property incorporate this design into the overan building design Brocnirti indicated is to prevent buckling of indivulual truss web and,or count members only Additional temporary and permanent aracurg Mi Te k: as akvays required for stabarty and to prevent collapse woh possible personal vilmy and Property, damage For general guidance regarding the 400Siumse Ave SudeM fabrication, storage delnery, erection and bracing of trusses and truss systems see ANSlffPll duality Criteria and DSO-22 available from Truss Plate institute ;=ovv pannst mgj Roseville, CA 95661 and BC St Building Component Safety Information available from the Structural building Component Association ionow sbescompoments come 916 755 3571 J MiTei,-US earn Job i Truss i Truss Type IOtr Ply i R85361664 UNIT-15 FF01 ROOF SPECIAL 2 i 1 I i I Job Reference tcrpfionall Builders FirstSouvory (Carrollton TX). Carrollton, TX - 75006, 8 6W a Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 55 2024 Page I ID. VuBmdxGYg>7,'HsXo6NHys8XDznnR7-RfC'?PsB7OHq3NSgPqnL8r,e3utTXbGK1%IrcDoi7j4zjC?f 2-2-0 4-2-8 2-2-0 2-0-8 . .......... ;1 .......... �-j 1X 71' L! 4 1,4 3x4 4-2-8 4-2-8 LOADING Ipsf) SPACING- 2-0-0 C st, DEFL, in (loc) lidell L�d TOLL 1000 Plate Grip DOL 100 TC 010 Vert(-L) -001 4-5 >999 480 TCDL 250 Lumber DOL 100 BC 014 Vert(CT) -003 4-5 >999 240 BOLL 00 Rep Stress Incr YES WB 0 10 HorZ(CT) 000 4 n!a Wa BCDL 10.0 Code lRC202I.?TPr2014 Matrix -AS Wind(LL) 000 5 '— 240 Scale = 1 16,2 PLATES GRIP MT20 2441190 Weight 30 to FT = 20% LUMBER- BRACING - TOP CHORD 2X6 Sin 240OF 2 OE or 2x6 SP DSS or 2x6 SP ryl 31 TOP CHORD 2-0-0 oc punts. 1-3, except end vertrcals SOT CHORD 2x4SPI650F15Eor2x4SPNo1or2x4SPSS BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No 3 REACTIONS. (size) 5=0-5-8,44,1echanicat r0ax Herz 5=-86(LC 10) Max Uplift 5=-52(LC 8), 4=-52(,LC 9) Max Grav 5=529h-C 1). 4=529tLC 1) FORCES. (1b)- Max. Comp,'Lilax. Ten - All forces 250 (lb) or less except wnen shown WEBS 2-5=-367121T 2-4=-381€216 NOTES- 1) Wind: ASCE 7-16: Vult=115mph i3-seconcl g List) Vasd=91 mph, TCDL=6 Gpsf, BCDL=6 Gpsf. ri=30ft; B=45ft L=40fti eave=5ft Cat. li, Exp C, Enclosed MWFRS (directional) and C-C Comer13) zone; cantilever left and right exposed . end vertical left and right exposed,C-C for members and forces & r,,I%,VFRS for reactions shown. Lumber DOL= 160 plate grip DOL=l 60 2) Provide adequate drainage to prevent water bonding. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurfent with any' other live loads 4) - This truss has been designed for a live load of 20 Cost on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5 ' I Refer to girder(S) for truss to truss Connections 6) Provide mechanical connection thy others) of truss to bearing plate capable of withstanding 100 Its uplift at locui(s) 5, 4 71) This truss design requires that a minimum of 7116" structural wood Sheathing be applied directly to the tot) chord and 1.2'gypsum sheelrocK be applied directly to the bottom chord 81 Graphical Pullin representation does not depict the size or the orientation of the purlin along the lop and;or bottom chord design slid for use only onth Moehg connectors This design is based only upon rinuarimters show and is tot an ordividuat ougaindi component. not atrusssianim Before use, the building, designer must verity the apivicabiNty a[desirm parameters and property incorporate tins design into the overalk building design Bracing indicated is to prevent buckting of individual truss web armor chord members imbi Addftionailempcuaf�a and permanern bracing MiTek' is akia?s required for staturtr and to prevent collapse with posenbre personal mppc and pfidedy damage For qemna6 guidance regarding the 400SurmseAve Suite 270 famr, ation,sm,age delivery, erected and bracing offlusses and truss systems see ANSVTPII Cruality Criteria and DSB-22 avarlablefioun Truss Plate Instpuse ;Wivv?mmraorgr Roseolle, CA 95661 and 8CS1 Building Component Safety Intiormation available from the Structural Suriding Component Association i,vtovi sticscomponent com) 9i67553571.4cioek-UScom Job i Truss i Truss Type QtV Ply iUNIT-15 IFF02 FLOOR 2 1 1 R85361665 Job Reference loptionall Builders FirstSorace (Carrollton TX), Carrollton, TX - 75006, 8 630 s Sep 26 2024 MiTek Industries, Inc Thu Nov 14 14 50 65 2024 Page I ID.VttBnidxGYgV�,'HsXo6NHys8XDznnR7-RfC'?PsB7OHq3NSgPqnL8w3ulTXbGK VrCDoi7J4zjC"f 2-4-12 4-7-12 6-10-12 9-3-8 2-4-12 2-3-0 2-3-0 2-4-12 2x4 11 3,4 2?,4 If 3x4 2x4 If Scale = 1 17,4 1 2 3 4 8 7 6 1,10 3,6 4-7-12 9-3-8 4-7-12 4-7-12 LOADING ipsf) SPACING- 2-0-0 CS1, DEFL. in (10C) Well Ud PLATES GRIP TOLL 400 Plate Grip DOL 100 TC 0 14 Vert(-L) -0 01 7 >999 480 MT20 244/190 TCDL 250 Lumber DOL 100 BC 0 13 VerVCT) -002 7-8 >999 240 BOLL 00 Rep Stress fact YES WB 0 20 HoT-z(CT) 001 6 rka wa BCDL 100 Code tRC202I!TPt2014 rilabix-AS Weight 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 SP 165OF 1.5E or 2x4 SP No I or 2x4 SP SS TOP CHORD 2-0-0 oc purbris 16-0-0 max.) 1-5. except end verilcals BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS BOT CHORD Rigid ceiting directly applied WEBS 2x4 SP No 3 REACTIONS. (size) 844echanical 64yrechanical Max Grav 8=6754-C 1), 6=675(LC 1) FORCES. (lb) -relax. Comp !Klax, Ten - All forces 250 ub) or less except when shown TOP CHORD 2-3=-66&O 3-4=-668!0 SLIT CHORD 7-8=0!49.1, 6-7=0A94 WEBS 2-8=--588,Tr 2-7=0,1253. 3-7=-274iO, 4-7=Oi253. 4-6=-688,'O NOTES- 1) Refer to girdet(s) for truss to truss connections. 2) This truss design requires that a minimum of 7.16'structura; wood sheathing be applied directly to the top chord and 1.2" gypsum sneetrock be applied directly to the bottom chord 3) Graphical purtin representation does not depict the size or the orientation of the purlin along the top and or bottom chord 41) Recommend 2x6 stfongbacks. on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Oct 10 131" X 3") nails Spongbacks to be attached to walls at their outer ends of restrained by, other means �0 0 F t,,j A R cl nq A, HERN NDEZ 113 8 02 COR F-12513 November 15,2024 W :!i Design valid for use only w4h MiTeirik connectors This design is based only upon parameters shown, and is for an indwsruat building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the rivaled MiTek binkfingdes,im Bracing mdreateds; to prevent Duckling aforenvidual truss but, andmir chord members only, Additional temparaq and permanent in acing as always required for stabith, and to prevent collapse vidh possible personal onuis and mineerhi damage for general limplance regarding the 400 Sunrise Ave Sude 2'0 fabrication. storage, delivery, erection and bracing of trusses and truss systems see ANSIITP11 Cruality Criteria and DSO-22 available from Truss plate institute lvmve pirstouln Roseville, CA 95661 and BCSIBudefingComponent Safety information avatable from the Structural Building Component Association linvin sovscomponerits come gig 755 3571 JMiTek-US cam Job i Truss i Truss Type I Our Ply i R85361666 UNIT-15 I FF03 ROOF SPECIAL GIRDER I I 21, Job Reference loptionah Builders FirstSornce (Carrollton TX). Carrollton, TX - 75006 8.630 s Sep M 2024 MiTek industries, Inc Thu Nov 14 14 50 56 2024 Page I ID VuBmdxGYg;1/HsXo6NHysBXDznnR7-RfC?PsB7OHq3NSgPqnL8kv3ulTXbGKIIIfcDoi734zJCif 2-4-12 4-7-12 6-10-12 9-3-8 2-4-12 1 2-3-0 2-3-0 2-4-12 Scale = I IS 3 2;=4 It 3r6 = 2x4 If 3xii = 2YA If 4 ................................... 2 ....................... .. ........... 3 ......... ----------------------- __ ............. ----------------------------- r----------- I ou 4F6 = 7 Selo = 4x6 = 4-7-12 9-3-8 4-7-12 4.7-12 LOADING Ips-h SPACING- 2-0-0 C St. DEFL. in (loc) Ldefl L,d PLATES GRIP TOLL 1000 Plate Grip DOL 100 TC 037 Vert(LL) -002 7 >999 480 MT20 2441190 TCDL 250 Lumber DOL 100 BC 021 VernCT) -004 7 >999 240 BCLL 00 Rep Stress Tricr NO WB 060 Horz(CT) 001 6 nia Wa BCDL 100 Code IRC2021.?TP12014 Matiny-AS Wind(LL) 001 7 >999 240 Weight 135 to FT = 20% LUMEJER- BRACING - TOP CHORD 2x6 SP 240OF 2 OF or 2x6 SP DSS or 2x6 SP M 31 TOP CHORD 2-0-0 oc purins (6-0-0 max) 1-5. except end verticals BOT CHORD 2x6 SP 240OF 2 OE or 2x6 SP DSS or 2xG SP bi 31 BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No 3 REACTIONS. Isize) 84dechanical 6=10echanical Nlax Herz 8=83lLC 11) Nlax Grail, 8=4680(LC 11, 6=4680JLC 1) FORCES. (lb) - Max. Comp,Lilax Ten. - Art forces 250 Ilb) or less except when shown TOP CHORD 1-8=-103710 2-3=468W& 3-4=4684�G5-6=-1037.'0 BOT CHORD 7-8=M690. 6-7=0,13690 WEBS 2-8=-501810 2-7=0i1392, 3-7=-2025!0, 4-7=SI 392 4-6=-501 &0 NOTES- 1) 2-ply truss to be connected together with 10d iA 131 "x3") nails as follows Top chords connected as follows 2x4 - I rov,, at 0-9-0 oc. 2x6 - 2 rows staggered at 0-9-0 oc Bottom chords connected as follows 2xG - 2 rows staggered at 0-9-0 oc VVeps connected as follow& 2x4 - 1 Tow at 0-9-0 oc. 2) All loads are considered equally applied to all plies except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distrioute only loads noted as (F) of (B). unless oftlervase indicated 3) Wind ASCE 7-16, Vult=I 1 SmpM (3-second gust) Vasd=91 mph 7CDL=6 Opsf, BCDL=6,Opsf h=30ft, B=45ft L=40ft. eave=5ftCat. it, Exp, C, Enclosed,- MWFRS (directional) and C-C Comer(3) zone, cantilever felt and right exposed end vertical left and right exposed,C-C for members and forces & IAWFRS for reactions shown. Lumber DOL=1 60 plate gnp DOL=1 60 4) Provide adequate drainage to prevent water pending 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent vvSh any other five loads 61) ' This truss has been designed for a live Joao of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Refer to girder(s) for truss to truss connections. 8j Load case(s) 1, 2, 3. 4, 5, 6. 7, 8, 9. 10, 11. 12 13, 14 15, 16 17, 18, 19, 20 21, 22 has/have been modified, Building designer must review toads to verity that they are correct for the intended use of this truss 91 This truss design requires that a minimum of 716"structura) wood sheathing be applied directly to the top chord and V2" gypsum sneetrock be applied directly to the bottom chord 10) Graphical puflin representation does not depict the size or the orientation of the Inutin along the top andlor bottom chord LOAD CA SE(S) Standard 1 t Dead + Root Live ibalanced) Lumber lncrease=l 00, Plate Increase= 1 00 Uniform Loads ipif) Vert 1-5=-1020 6-8=-20 2) Dead + 0 75 Root Live (balanced) Lumber Increase=1 00, Plate Increase=1,00 .. .......................... "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll'I :: :: :: . . . . . . . . . ... ... ... Design �and for use only with UuTel8 connectors This design is based only upon parameters shcovn and is loran arifividual building component. not atticissystem Befouruse the budding designer must oeriti the apluicabifty of design parameters and property, inconrcrate Our design into the overall courchngde%ign firactim indicated is to prevent buc�,tua of oidwsmal truss wids andVor chord members only Addifiona�temparay-�,aDdperinanentDfiClng MiTek' is always required for staboin, and to prevent ootfassse iva x possible personal injury and property damage for gerefoxgurdance regarding the 400!3urunseAve Suile270, taormation, storage, deuvery, erection and bracing of trusses and truss systerns, see ANSVI'lull Ouality, Criteria and OSU-22 avrulabreftom Truss Plate hudibute lVI'veo kporstorgi Roseville. CA 95661 and 8CS1 Budding Component Safety information ay&jahre from the Structural Building Component Association iviuriv sbc5commments coral firs 755 3571 J MiTel,-US com Job i Truss i Truss Type Our Ply i R85361666 UNIT-15 IFF03 ROOF SPECIAL GIRDER I 2 !lJob Reference loptionan Builders FirstSocrace (Carrollton TX). Carrollton, TX - 75006 8.630 s Sep M 2024 MiTek industries, Inc Thu Nov 14 14 50 56 2024 Page 2 ID VuBmdxGYg;�/HsXo6NHysBXDznnR7-RfC?PsB7OHq3NSgPqnL8kv3ulTXbGKIIITCDoi734zJC'?f LOADCASE(S) Standard Uniform Loads rpit) Vert 1-5=-918, 6-8=-20 3) Dead + Uninhabitable Attic Without Storage Lumber Increase=1 25, Plate Jncrease=l 25 Uniform Loads (pit) Vert 1-5=-633, 6-8=-40 4) Dead + 0 6 C-C Wind Was Internal) Case 1: Lumber Increase=1 -60, Plate Increase=' Uniform Loads felt) Vert. 1-5=-327, 6-8=-12 Holz 1-8=28, 5-6=43 51 Dead + 0 6 C-C Wind (Pos Internal) Case 2. Lumber lncrease=l 60, Plate increase=1 60 Uniform Loads ugrp Vert 1-5=-327,6-8=-12 Horz 1-8=-43, 5-6=-28 6) Dead + 0 6 C-C Wind (Neg Internal) Case I Lumber Increass,=1 60, Plate Increase= 1 60 Uniform Loads Iplr) Vert 1-5=-672, 6-8=-20 Horn' 1-8=40. 5-6=31 7) Dead + 0 6 C-C Wind (Neg Internal) Case 2 Lumber Increase=1 60 Plate Increase= 1 60 Uniform Loads fplf) Vert 1-5=-643, 6-8=-20 Holz 5-6=-40 8) Dead + 0 6 MWFRS Wind (POS. lnnnnal) Left: Lumber Increase= 1 60, Plate increase=1 60 Uniform Loads fliff) Vert 1-5=-450 6-8=-12 HOTZL 1-8=17. 5-6=21 9) Dead + 0 6 MWFIRS Wind (Paws. Internal) Right Lumber increase=1 .60 Plate Increase=l 60 Uniform Loads (piTI Vert 1-5=-450. 6-8=-12 Horz 1-8=-21, 5-6=-17 10) Dead + 0 6 MWFRS Wirid (Neg internal) Left. Lumber Increase=1 60, Plate Increase=1 60 Uniform Loads rplf) Vert 1-5=-644, 6-8=-20 Harz 1-8=29. 5-6=8 11) Dead + 0 6 tdWFRS Wind (Neg. Internal) Rignt Lumber fincrease=1 60, Plate Increase=1 60 Uniform Loads (pl# Vert 1-5=-152Q. 6-8=-20 Horz 1-8=-8 5-6=-29 12) Dead + 0 6 tAWFIRS Wind (Pos Internal) 1st Parallel Lumber lncrease=1.60. Plate Increase=1 60 Uniform Loads Lpff) Vert 1-5=-454, 6-8=-12 Horz 1-8=-26. 5-6=26 13) Dead + 0 6 MWFRS Wind (Pas Internal) 2nd Parallel Lumber increase=1 .60 Plate Increase=l 60 Uniform Loads (,pit) Vert 1-5=-477, 6-8=-12 Horz 1-8=-26, 5-6=26 14) Dead + 0 6 MWFRS Wind (Neg. Internal) 1st Parallel, Lumber Increase=1 60. Plate Increase=1.60 Uniform Loads yplf) Vert 1-5=-64 1 . 6-8=-20 Horz: 1-8=-14, 5-6=14 15) Dead + 0 6 MWFRS Wind (Neg internal) grad Parallel Lumber increase=1 60, Plate Increase=1 .60 Uniform Loads (pit) Vert 1-5=-641. 6-8=-20 Hors 5-6=14 16) Dead Lumber Increase=O 90, Plate increase=O 90 Pit metal=0 90 Uniform Loads (pit) Vert 1-5=-613. 6-8=-20 17) Dead + 0 75 Roof Live (bal ) + 0 75(0 6 N1WFRS Wind (Neg Int) Left) Lumber increase=1 .60 Plate Increase=l .60 Uniform Loads (pit) Vert 1-5=-942, 6-8=-20 Horz 1-8=22 5-6=6 18) Dead + 0 75 Roof Live (bat ) + 0 75(0 6 MWFRS Wind (Neg MCI Right) Lumber Increase=1.60, Plate Increase=1 60 Uniform Loads (plf) Vert 1-5=-924, 6-8=-20 Horz 1-8=-6.5-6=-22 19) Dead + 0 75 Roof Live lbal ) + 0 75fO 6 MWFRS Wind (Neg Inb 1st Parallel}, Lumber lncrease=l 60 Plate lncrease=l 60 Uniform Loads ipff) Vert 1-5=-939, "=-20 Herz 5-6=11 20) Dead + 0 75 Roof Live (bat + 0 75(0 6 MWFRS Wind (Neg MCI 2nd Parallel) Lumber increase=1 60 Plate Increase=1.60 Uniform Loads (pff) Vert 1 -5=-939. 6-8=-20 Horz 5-6=11 21) Dead + 0 6 C-C Wind Nfin Doran Lumber Increase=1 60, Plate Increase=1 60 Continuert on j) �. ale 3 .. . . . . . . . . . . . . . . . . . . . . . . . . .......................................................................... ......................................................... ....................................................................................................................................................................................................................................................................................................................................................................................... ; ......................................................................................................................................................... Designvalid for use only with MiTekfy connectors Ths design is based only upon parsmeteis shown, and is for an individual buacong component, not a truss system Before use the buflitaig designer mustninfir the applicability of design parameters and properly incorporate this design hour the "eran sainting design Bracing nahcated is to prevent Duckling ofindanluat truss web amfor chard members only Additional temponars and piumarient bracing MOITek" is alyixes required For stability and to prevent collapse with possible personal injury and rusperty, damage For geriefar guidance regarding the 400Sminse Ave Suite 270 landcalcon, storage, deforew, erection and bracing of trusses and truss systems see ANSPI'M Quainy Criteria and OSS-22 avaihuihy from Truss Mate Institute ;wiviv tpiristoogn Rosevii1e. CA 95661 and SCSI Building Component Safety information available from the Structural Buirritag Component Association vovov stiscomponents cram 916755357140iTek-UScoon Job Truss i Truss Type Our ! Ply R85361666 UNIT-15 FF03 ROOF SPECIAL GIRDER Builders FirstSbume (Carrollton TX). Carrollton, TX - 75006 LOADCASE(S) Standard Uniform Loads {ply Vert 1-5=-543. 6-8=-12 Horz 1-8=16 5-6=16 22) Dead + 0 6 C-C Wind Min Upward Lumber Increase=1 60 Plate Increase= 1 60 Uniform Loads 1pill) Vert Horn 1 2 'Job Reference loptionalI 8.630 s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 56 2024 Page 3 ID VuBmdxGYg;�/HsXo6NHysBXDznnR7-RfC?PsB70Hq3NSgPqnL8kv3ulTXbGKIIITCDoi734zJC?f ri DDesign valid for use and with MiTek\S contractors This design is based only upon parioneteis shown, and is for an individual hooding component, not esign system Before use the building designer miedverdy the aptificatuids or design parameters and properly incorporate this design into the overall oureding design Bracing indicated is to prevent buckling of nchynduat truss web amhor chard members only Additlonar temporary and permanent bracing MiTek is always required for stabsty and to prevent collapse with possible personal injury and properly damage For geriefin guidance regarding the 400SurmseAve Suite 2'0 fabrication, storage, delivery, erection and bracing of Trusses and truss systems see ANSPT!"(l Quality Criteria and OSS-22 avaihdahy from Truss Mate Institute ;wiviv. tionstoull Roseville, CA 95661 and SCSI Building Component Safety Information aynilable from the Structural frording Component Association iovev sbscomponents com) 916 755 3571 1 Wisk-US com Job i Truss i Truss Type i iUNIT-15 i KVV0I Floor Supported Gable Builders FirstSorace (Carrollton. TX). Carrollton, TX - 75006 QtV Ply R85361667 lJob Reference topfionah 8 630 s Sep 26 2024 MiTely industries, Inc Thu Nov 14 14 50 56 2024 Page I ID VuBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8r,e3utTXbGKIA'rCDoi7J4zJC?f Scale= I IS a 1 2 3 4 5 6 7 8 9 10 A 20 19 18 17 16 15 14 13 12 11 M LOADING (psf) SPACING- 2-0-0 CSI' DEFL. in (t0C) Priori Lid PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 006 Verpl-L) Wa Did 999 MT20 244M90 TCDL 250 Lumber DOL 1 00 BC 001 VedyCT) nia nia 999 BCLL 00 Rep Stress IncT YES WE 0 04 Horz(CT) 000 11 nia n,'a BCDL 100 Code IRC202VTPI20!4 Matrix-R Weight 54 to FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I SE or 2x4 SP No I or 2x4 SP, ssfflat) TOP CHORD Structural wood Sheathing directly appired or 6-0-0 oc punins, BOT CHORD 2x4 SP 165OF 1 5E or 2x4 SP No I or 2x4 SP SS(flat) except end verticals WEBS 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No 3(bab REACTIONS. All bearings 11-9-0 (Im - ?",lax Grad All reactions 250 11) or less at jotrul,$) 20, 11. 19,18,17, 16, 15, 14, 13, 12 FORCES. (lb) - Max. Comp Ylvlax. Ten - All forces 250 (lb.) or less except when shown, NOTES- 1) All plates are 1 5x3 MT20 unless otherwise indicated 2) Gable requires contiguous bottom chord bearing 3) Truss to be fully sheathed from one face or securely braced against lateral movement g e diagonal weo) 4) Gable studs spaced at 1-4-0 oc 5.r Recommend 2x6 strongbacirs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-100 l(). 131" X 3") nails. Strongbacks to be attached to wails at their outer ends or restrained by other means OF x" I'MARCOS A. HERhIANDE-Z I I . iil� ......................... f 1138 l Li $A % 01 loe SIONAll. COR F-12513 November 15,2024 11 6 Design valid for use only with MiTet,,� connectors This design is based only upon parameters sho", and is for an individual ouirdin component, not a truss system Before use, the building designer must verity tire applicamirly of design parameters and property incorporatee this design into the *vera* MiTek' ouirding design Bracing indicated M to prevent truckling of indrasivat truss wet, aniVor crord members purr Additional temporary and permanent nearing is ariviers required for stability and to prevent coUrmse wrth licssrole, personal injury and property damage for general guidance regarding the 400Sunrise Ave Suite 270 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSiTP11 Quality Criteria and DSB-22 available from Truss Plate institute ivoow unsren orgi Roseville, CA 95661 and SCSI Building Component Safety Intormatim, available from the Structural Bumming Component Association imviv imcscomporierns coma 916 755 3571 f?VfTei,-US core Job i Truss i Truss Type QtV Ply i R85361668 UNIT-15 I KVV02 Floor Supported Gable I I I I Iq i 5ob Reference loptionah Builders FirstrSouvce (Carrollton. TX). Carrollton, TX - 75006 8 6M s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 56 2024 Page I ID VuBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8Y,e3utTXbGKIAlreDoi7j4zJC'?f 0,Aig Scale= 120 1 3,4 It U6 1 2 3 4 5 6 7 8 9 10 fl 7 21 20 19 1s 17 16 15 14 13 12 11 3,4 It 3x4 IN Plate Offsets fX,Y)-- 11 Edqe,0-1-8j,j20Edge 0-1-81, j21 0-1-8 0-1-81 LOADING (psi} SPACING- 2-0-0 C SL DEPL, in (loc) 1icfefl I -Id PLATES GRIP TOLL 400 Plate Grip DOL 100 TC 008 VerlILL) nia n,,a 999 MT20 244,'l 90 TCDL 250 Lumber DOL 100 FIC 002 Vertf ' CT) nia wa 999 BOLL 00 Rep Stress Incr YES W8 0 04 Horz(CT) 000 11 n)a nia BCDL 100 Code iRC2021,'TP12014 filabix-IR Weight 58 to FT = 20%F 11 %E LUMBER- BRACING - TOP CHORD 2x4SPI650F15Eor2x4SPNo1or2x4SPSS(flat) TOP CHORD Structural wood sheathing directly applied of 6-0-0 oc purfins. BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(flat) except end verlicals WEBS 2x4 SP 165OF I 5E of 2x4 SP No I or 2x4 SP SS(flat) 'Except' BOT CHORD Rigid cerung directly applied or 10-0-0 oc bracing 11-21 2x4. SP No 3(ftat) OTHERS 2x4 SP No 301ab REACTIONS. All bearings 12-2-8 (to) - Max Gras, All reactions 250 to or less at Ichrit(S) 20, Ill 19, 18, 17, 16, 15 14, 13, 12 FORCES. (lb) - Max. Comp;tvlax Ten, - All forces 250 (Ib) or less except when shown NOTES- 1) All plates are I 5x3 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing 3) Truss to be Rill) sheathed from one lace or securely braced against lateral movement n e diagonal web). 4) Gable studs spaced at 1-4-0 oc 5) Recommend 2x6 strongbacKs. on edge, spaced at 10-0-0 oc: and fastened to each truss with 3-10d (0. 131" X 3") nails. Strongbacks to be attached to wads, at their outer ends or restrained by other means or -Aru I IN. us nut erect truss vace.,salus ............ %IARCOS A HERtiANDEZ.4 % 1138 COR F-12513 November 15,2024 Design valid for use onl� veith Mneft connectors, This design is based only upon parameters shorm, and is for an indNinurd meldrin, component. not atrusssystent Before use, the building designer mpstteutj de applicatn4n, ofaleserin parameters and properly incorporate lots deogn into the overall, MiTek building design Bracing indicated is to prevent cockhrig ofindorrimar truss voth and: or choni members cm� Addintonal temporary and permanent bracing is atways required for stanifity and to prevent collapse with possible personal injon and property damage For general guidance regarding the fabrication storage dethvevi, erect on and bracing of trusses and truss systems, see ANSI(TRI Quality Criteria and TOSS-22 available from Truss Plate Insuhhe ;wawa pbrist om f 400 Sunrise Ave Super 270 Rosevete. CA 95661 and BC St Building Component Safety Intortinabon avadaple from the Structural Sending Component Association crowsbcscomoonerus cam! 916 '55 3571 J ?dpTef,-US corn Job i Truss i Truss Type UNIT-15 KVV03 Floor Supported Gable Builders FirstSouvce (Carrollton. TX). Carrollton, TX - 75006 't-1.1 1 1 5,3 it 2 f 5x3 11 a I M 34 = oty Ply R85361669 I i 1 1 i lJob Reference roptionali 8 6W s Sep 26 2024 MiTek industries, Inc Thu Nov 14 14 50 57 2024 Page 1 ID VuBmdxGYgV�,HsXo6NHys8XDznnR7-RfC?PsB7OHq3NSgPqnL8s,,,3ulTXbGkl%IrCDol7J4zJC'�f 3 1 5(3 It 4 3xil It Scale = 1 10 2 7 6 5 3x4 = 1 5X3 it I 5X3 It 4-3-0 4-3-0 Plate Offsets (X,Y)-- [5 E(Iqe,0-1-81, 19,0-1-8.0-1-81 LOADING (Psf) SPACING- 2-0-0 C St. DEFL, in floc) lider! 1-4 TOLL 400 Plate Grip DOL 100 TC 009 Vert(LL) Wa wa 999 TCDL 250 Lumber DOL 100 BC 002 VerhCT) Wa nia 999 8CLL 00 Rep Stress Inct YES WB 004 HofzfCT) 000 5 n.1a nia BCDL 100 Code lRC2021,,TPt2014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2X4 SP SS(flat) TOP CHORD BOT CHORD 2x4 SP 165OF I 5E or 2x4 SP No I or 2X4 SP SS(flat) VVEBS 2x4 SP 165OF I 5E or 2x4 SP No I or 2x4 SP SS(flat) 'Except' BOT CHORD 8-9, 2x4 SP No 3(flat) OTHERS 2x4 SP No 31flat) REACTIONS. All hearings 4-3-0 (to) - Max Grav All reactions 250 11) or less at joint(s) 8, 5, 7, 6 FORCES. (lb) - Max. Comp iMax. Ten - All forces 250 (113) or less except when shown 3Y4 if PLATES GRIP NIT20 244190 Weight 23 Ib FT=20%F 11%E Structural wood Sheathing directly applied or 4-3-0 oc punins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1', Gable requires continuous bottom chord bearing 2) Truss to be fully, sheathed from one face or securely placed against lateral movement n e diagonal web) 3) Gable studs spaced at 1-4-0 oc 4.f Recommend 2x6 sttongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-100 sA 131" X 3") nails. Strongbacks to be attached to wails at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards, re 11387 00 COR F-12513 November 15,2024 Design valid for use only with MtTeirt. connectors This design is based only upon parameters shmn, suit is toran dmduat building colurporient, not a truss vissem Before use, the buiRlurg designer been eafy 'the applicability Vdesqm parameters and property incorporate this design into the overall MiTek nurding desgln Bracniguidrcared vs to preverAbuckring ofuumdria! truss vieb andlorchord members orip, Aftborwe remporaw and permanent bracing is alvlai-s required to, stablZ4 and to prevent collapse 1vdh pu"ible personal mjurq and tubpero, damage For generaC gukance regarding the 400 Sunrise Ave Spite 270 tatin ation, storage, deuveri, erectron and Inpong of trusses and truss o�jrdervs see ANSKPII Quality criteria and DSB-22 available from Truss Plate Institute tvNaw eorist ongj� `BC roosevae, GA 95661 and St Building Component Safety Informabon avxlabfe liom the Structural Building Component Association lvivwsbcscomporoards corm 9T6 '55 3571 Adi`rek-US com, Symbols PLATE LOCATION AND ORIENTATION 12 L Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth For,4 x 2 orientation, locate at plates 0- 'iid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates, *Plate location details available in MiTek software or upon request. 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 Indicated by symbol shown and -!or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur Icons vary but reaction section indicatesjoint number/letter where bearings occur Min size shown is for crushing only Industry Standards: ANSI./TPI1 , National Design Specification for Metal Plate Connected Wood Truss Construction DSB-221 Design Standard for Bracing SCSI - Building Component Safety Information, Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS clo WE 0 CL 0 C7B C6i 7 C56 BOTTOM CHORDS Joint ID typ 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS, WOUT= Malls]93L�* ESR-1986, ESR-2362, ESR-2685, ESR-3282 ESR-4722, ESL-1388 Design General Notes Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Oc 20231 MiTele�All Rights Reserved MiTek MiTek Engineering Reference Sheet: Mil-7473 rev. 1/212023 1 A& General Safety Notes 1-�a-ITU-r-e-to—FOFFO-W--(,-O-UIUL'-aUs�t-rrop�e y Damage or Personal Injury I Additional stability bracing for truss system, e g, diagonal orX-bracing, is always required SeeBCSI 2 Tniss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered, 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses 4. Provide copies of this truss design to the building designer, erection supervisor, propett), owner and all other interested parties 5 Cut members to bear tightly against each other 6 Place plates on each face of truss at each joint and embed fully Knots and wane at joint locations are regulated by ANSVTPI I 7 Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 1 8, Unless otherwise noted, moisture content of lumber sMall not exceed 19% at time of fabrication 9 Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber 10 Camber is a non-structural consideration and is the responsibility of truss fabricator General practice is to camberfor dead load deflection 11 Plate type, Size, orientation and location dimensions indicated are minimum plating requirements 12 Lumber used shall be of the species and size, and in all respects, equal to or better than that spealled 13, Top chords must be sheathed or purlins provided at spacing indicated on design. 14 Bottom chords require lateral bracing at 1 Oft. spacing, or less, if no ceiling is installed, unless othemse noted. 15 Connections not shown are the responsibility of others, 16 Do not cut or altertruss member or plate without prior approval of an engineer 17 Install and load vertically unless indicated othenvise 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks Consult with project engineer before use 19 Review all portions of this design (front, back, words and pictures) before use Reviewing pictures alone is not sufficient. 20 Design assumes manufacture in accordance with ANSVTPI 1 QualityCriterla. 21 The design does not take into account any dynarmc or other loads other than those expressly stated C H I L D R E S S 1� Grapevine Brownstones, LLC ,Valias, TX 75248 Re: 250 East Dallas Road (Building 7) / Grapevine, TX Lot Block Plan Building 7 Subdivision: Grapevine Brownstones - Phase It City: Grapevine, TX Soils Lab: UES Professional Solutions 44, LLC Soils Report: G241485 PI: 40 Qu: 1500 '505 -- \. Plano Rd Suite 4000 Richardson. TX "5082 '14-451-6630 P 214-451-6631 F com www.cesgiobal.com QVINERIDEVELOPER ARCHITECT CIVIL ENGINEER CODE REFERENCE Grapevine Brownstones, LLC SCHAUMBURG ARCHITECTS Kimley Horn Greg Gifford Vm� .-- KEN U', HAUMBUR, Lp L.,k PE M. IN EFqcv 12:S-hMamET St'21' 84 32 BLUE HE RON CT I ," N D�R',— D� -1, BL,LNR� M:! LOA ""� ""L I X 76,151 FOHTWORiH TEXAS', 11,1 U,1- IFAA, ?5'M EcfIANIfAL ARK —.1—AL—AK, PX"N 4,�1-487-LI0I PUREE SO 7 12'1: i6i PHONE 9'2-7,4-1 m L,L MEP ENGINEER STRUCTURAL ENGINEER LARRY BLACKMON, INC. OVILOM - W VA— —ON I Childress —t 551GMAiON K Engineering Services REGINAKtNNEY G1Nt(1RPK00.r&4ANAG[Q �AKE"—N` 1— --iAm AAK— NHQN ubkiM A— NFAA AM 51,K 611( AZLE AVE 1500 S1,10U) R,Lhl d— IX W1 F(RIWORNA TFSAS . PHQN 8i ` 13-1W �1101.1 —IT IN— 214451-W"' FA> Al BE �;INALn SLA;K,l"N1,C,Pi^.ULTI,y1,LN+.;lNEERS C'A' GENERAL NOTES 4- N-h 1d --d -1.fa PROJECT LOCATION F1 UN LL1 U z M z 0 Uj m z Lij if 7 FL , Bt Z -Z .2 r- 0 (D 0 A' > (1) 0 z CL W LLI COVER 0 > "t T- Building 7, Unit 24 a 0 g z ULI 0 , z! G1.24 LU tYNNa Z z < i LL 0 CL 0 U) -j — z 0 W W Z 0 U) w w F PAVING SECTION D-D Z L MATCH LINE SEE SHEET C-08 - a-., > UJI Lij w Z BENCHMARK$ (D 0 'o 0- z - r 0 1-1 Tls'I' "Il" [L < C-07 N W* - E s MATCH LINE SEE SHEET C-07 A114-Il' lil, fA NIQ iii I_ f a, r4" I -I NA PAVING SECTION C-C I ix U) w w PAVING SECTION D D Z Z 0 W uj w z BENCHMARK$ (D o 0— z , ci r Z! o" um 1fi1 11. T.1 IIl 17%Z n - �,, C-08 THE GRAPEVINE BROWNSTONES 9-=C=I--*=RL.JME3L.JF=RC-5 A R C Ul I T E C T S 0 Section f UNlr24-loaf Plan 1,14" = V�O' A3.24.1 ELECTRICAL SYMBOL LEGEND fildy 7, Units 2325, Level f UNIT 26 UNIT 24 UNIT 23 - -AB1.7.1 THE GRAPEVINE BROWNSTONES SN ARCHIIECTS THE GRAPEVINE BROWNSTONES 9=-=l--*==lL.JMEE3L-JF=RC-5 ARCHIIECTS UNIT 13 - Cupola 1 )m- J'-011 UNIT 26 UNIT 24 i IREWAt L AT PARAPET :.s FIREWALL AT CUPOLA FIREWALL AT PARAPET EXTERIOR WALL AT PARAPET tY { I z, � , -r p._01 Wo W' r. t< I. fit`, Eu� � IfiH+HAlt. il�rN.At�P1111 L'. Typical Hoist—y - ,_ - _ _ _ _ - Gonstruciion Details -- - - - - "n 2 p u U) vJ p== F. w --II AMPI OR M, aams wnsdAg We�l�N ruaisloW 1 >a ----------- - f X Ana II owl NAM 1=102 I I I 41 Bldg 4, Units 11-13, North Elevation 2 UNIT 23 UNIT 24 UNIT 25 1. __ . __. �� ;� _ _�. _ � � IfiHfHAlt. il�rN.At P1111 L'. . ... .. . ... 4 Foundation 3d Raised Front Entry Detail UNIT 25 UNIT 24 UNIT 23 FOUNDATION PROFILE VERIFY ELEVATIONS WITH FINAL CIVIL GRADING -AB5.7.1 FIRE SUPPRESSION SYMBOLS AND ABBREViATIQNS T_ W _ CfJ O cor -- 1 1 COMBINATION WATER/FIRE SERVICE ENTRY DETAIL r` Z LU LU I r •..._ENGINEEftiNG...,.1 *,, ZO*Od-J NOTE; THIS IS A PERFORMANCE BASED DESIGN LEGEND I UNIT 25 UNIT 24 UNIT 23 ,-,UNITS 23-25, FIRST FLOOR PLAN (1-1 1/4" = "O" Lu FP1,41 NOTES BY SYMBOL FIRE PROTECTION NOTES UNIT 25 UNIT 24 UNIT 23 Cl�-,IUNITS 23-25, SECOND FLOOR PLAN ,/ 114-= I'0' NOTE; THIS IS A PERFORMANCE BASED DESIGN LEGEND I Lu i II lit FP1.42 NOTES BY SYMBOL FIRE PROTECTION NOTES NOTE; THIS IS A PERFORMANCE BASED DESIGN LEGEND I UNIT 25 UNIT 24 UNIT 23 \UNITS 23-25, THIRD FLOOR PLAN — 1 /4' = V-0" - nt �4 FP1.43 UNIT 26 (1-UNITS 23-25, CUPOLA FLOOR PLAN UNIT 24 UNIT 23 uj z w z 0 co uj Lu L-e N G I N E V Rl N FP1.44 :ii m q1" #THE GRAPEVINE BROWNSTONES 1-- 2 A A' T` C a a m x r b-- m --+ ■ ■ ■ ; #THE GRAPEVINE BROWNSTONES �d3 r r • N"d 7VOIN10373 31/9 PH f q i [ -..� - �>_ .. �•( �....-... ice, ,�-w ,.- _. _ „.; - - - � -- f t. ..-. i � n � s : " O a m cn Ndid S" 31I6 : - - -- -. - t i r 1I -y iii i 4 Mechanical Plan Level 4 Cupola Mechanical Plan Love) 3 Mechanical Plan Level 2 1 W, 2 1 11 - ;, Mechanical Plan Level I U) LU z U) z 0 CD zUj to CL < LU LEVEL 1 & 2 VAC DETAIL M1.24 THE GRAPEVINE BROWNSTONES _ f 1 DETAIL EXTERIOR CLEANOUT r. M ■ P000 Plan Level 4 Cupola 4$ 1u,i11W 4 Water Plan Level 4 Cupola 1c. C" Sower Plan Level 3 $owe, Plan Level 2 Sower Plan Level I , ! 7 n z co w �2 I z LU -------- ---- ---- ----------------- 3 Water Plan Level 3 Water Pl. n Level 2 Water Plan Level I 'a P1.24 i \( \ � � w �� ^ �� °} \/� \� � ^ ^ /\ \% � ! � /y / w�\\» �2 } � - I 2 , \, , r-41 - --------- > c E 8 (A S R110 N B E CTI 0 N c 'USECTION E SECTION F)� ITT] 0 N c Lu a V) V) 7• 45 ----- - -------------- (G), ,,EC ION AT DROPPED It Al FIRE PI �A(T: AT FIRE 1) IACI�� X ��ECTION L-1 ,,ECTIM AT DROIIIIIJ) �IAR rf W. uj ------------ U) > ca LU w Z F— U) Lu z 'o z (4-2iSE,CTION AT DROPPED SLAB DE'ATENED flt,AM �ECTION R DROPI't-11) BRICK IT DG L RSECTION OF S'I'[,,M WALL z ::4 (if 0 ca co w A.5 ui L Z 0 W Lu CL (D Z < Lij C'4 ........... 24 660923 STRAND END LAY -OUT TYP. BEAM ELEVATION ---- WALL W/ DROPPED BRICK LEDGE ,QSTENI S2 GRAPEVINE BROWNSTONES, LLG GRAPEVINE BROWNSTONES - PHASE II 235 E.NASH STREET (BUILDING 7), GRAPEVINE, TX w PLAN: BUILDING 7 U z W z - ENGINEERING SERVICES,- w", F- v. REVISION LOG s m 1— a '£cMF— ryTc GFAY�"1 V Z _ - t: a =. a to ------ ------ ----- cs <HEAR ,PALL PLANS_ - - - --' — �2', = - -= 3,- , - N� ' V)> W -_ I _ Piti_P1 gm 12 o U) _ ED - LU A t------------- LU - UNIT 25 - UNIT 24 _ UNIT 2$ 2e - - -- A SECTION _. •, : l.� - - GARAGE DOOR OPENING DETAIL-(WF)•,-+-- o; o' _ - - B,SECTION DETAIL 12:� -- _'-_ ___ - 1ST FLOOR Sw1 SnE PLANS �4) -4 111 Cl) an m 1E U, Lu FIGURE R602 M 6 4 - METHOD CS-PF. CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION ----------- - - ----------- - UNIT 23 2ND FLOOR SW2 le �A �, -- .' _ . _. -- II �,._y ',: �: � N � ''� -- -i MI C - - ., -i N'. i A� � �� ....:.:.....:..� �,: r' i i C� .. [i� '�, �, Z �,�� u� x_ . p �� i. 4HOS MS 3F1 BEAMS r 11b ::n:lr Ptr+riue rl:av foci ntv Fnb Np, ' C BM2 100- 1314 2 FF ,Bm3 >2' 0 . 3:4".24' 2 0I: ti:r.rallem a• IVl x 3 FF' 3RD FLOOO TRUSS USSS L_AYOI NOTES -- r:vlun :ue ailr ,:..- ..rr [.................... r:nh�:...r:: Irrr: r 84} J:•r .: p.r .aJ.ir , ,Ir c.tnx .rFlr ref::... _ - '. . _ ... , n ... - -. it rn:i`:r; ,d[[e Ri irr �b.ul,l,r ,lo, u::l:�, ..yr:rt tItTRLl��y i:i ..�.1�.0 _ _ _ _ . - i na ar:ir«:+n r�v::..t ftrv,rd far rr t.vL .m.Jn`rt_i.r [ir H.: tJ;r�F�:r,a, Fr [a N„W:�x.ra r�4anJ f:: �..:::i ..: t;::n `: •:. . 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