HomeMy WebLinkAboutTH2024-004440ALL CHANGES REQUIRE I CONSTRUCTION HOURS
APPROVAL ES REVISED APPROVED PLANS SHALL BE 7.00 A.M. - 7.00 P.M.
KEPT ON JOBSITE AT ALL TIMES MONDAY-SA TURDAY ONLY
PLANS NO WORK PERMITTED ON SUNDAY
SEPERATE PLUMBING,
MECHANICAL, ELECTRICAL AND
SIGN PERMITS SHALL BE REQUIRED
DFJ
II
CONTRACTOR SHALL CALL FOR INSPECTIONS'
(817)410-3010
CONTRACTOR REGISTRATION WILL
REVOKED UPON PERMIT EXPIRATION.
'SISINFOR^MATION-NOTES
Mechanical Plan Level 4 Cupola c ,.Mechanical Plan Level 3 Mechanical Plan Level 2 Mechanical Plan Level 1
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uauxToae nrr lx S-1 AIR HANDLING UNITS I II LARRY L BLACKMON, INC.
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CITYOF MPEVINE w ui Nu xnxoun uw5
-R5546a
s PAGE RELEASED FORwror,oc x>IL wn 111— T—Al [IT oanw
WITDOES NOT AUTHORIZE ONFLICT
H THE BUILDING CODE OR okI
ITY AI MP NTHE B ITE AT ■ �*M +- I111YAu LAH 05-12026 SEE ORIGINAL PLAN SET FOR ■rcx«r..w.Tm
BY: ARNOLOO RAMIRU TSBPE: IOBSB ALL COMMENTS AND NOTES IS
BUILDING INSPECTION DIVISION: fExurt
RELEASE ODES NOT APPLY TO CONSTRUCTION IN sw
EASEMENTS OR PUBLIC RIGHT OF WAY. a
ALL CHANGES MUST BE APPROVED. M....M1.20
M
Residential Inspection Form
Ticket Status
Ticket Status: PASSED &
MAINTAIN
Location Information
Customer:
Street Address:
City, State:
Inspector:
Subdivision:
Plan:
Zone
Photo of site upon arrival
(Required):
Date Submitted: 04-08-2026 04:03 PM
Submitted By:
Childress Engineering Services, Inc.
This inspection passed. Maintain the site in the same condition as the time of this
inspection.
Grapevine Brownstones, LLC
250 E. Dallas Street (Building 6)
Grapevine, TX
Don Lennox
Grapevine Brownstones - Phase II
Building 6
1
,jW f. .
a`;._
General Ticket Information
Task Category:
Frame
Task (Ticket Type)
Frame Reinspection
Ticket Number
26735351
Due Date
04/08/2026
Superintendent and Contractor Information
Superintendent Name Logan
Superintendent Phone 214-794-2006
Superintendent Email
Frame Inspections
Site ready for frame inspection? Yes
04-08-2026 03:25 PM
Page 1 of 2
!F0
Residential Inspection Form
Is the correct plan on -site?
Site Detail
Notes
Inspection Date
Inspection Result
Photos:
Yes
SW andFrame Passed.
04-08-2026
Passed & Maintain
04-08-2026 03:26 PM
Date Submitted: 04-08-2026 04:03 PM
Submitted By:
Childress Engineering Services, Inc.
Page 2 of 2
M
Residential Inspection Form
Ticket Status
Ticket Status: PASSED &
MAINTAIN
Location Information
Customer:
Street Address:
City, State:
Inspector:
Subdivision:
Plan:
Zone
Photo of site upon arrival
(Required):
Date Submitted: 01-15-2026 12:19 PM
Submitted By:
Childress Engineering Services, Inc.
This inspection passed. Maintain the site in the same condition as the time of this
inspection.
Grapevine Brownstones, LLC
250 E. Dallas Street (Building 6)
Grapevine, TX
Moe Aguilar
Grapevine Brownstones - Phase II
Building 6
1
General Ticket Information
Task Category:
Foundation
Task (Ticket Type)
Pre Pour Reinspection (2)
Ticket Number
26723960
Due Date
01/15/2026
Page 1 of 2
M
Residential Inspection Form
Superintendent and Contractor Information
Superintendent Name Logan
Superintendent Phone 214-794-2006
Superintendent Email
Pre Pour Type Inspection
Slab is ready for inspection?
Type of Pre Pour inspection?
Site Detail
Additional Notes
Inspection Date
Inspection Result
Photos:
Yes
01-15-2026 12:08 PM
Post Tension
Date Submitted: 01-15-2026 12:19 PM
Submitted By:
Childress Engineering Services, Inc.
Other Issues Noted: Clean out cave-ins / Remove Debris from beams. Secure poly.
Ensure chair cables on plumbing. Also, we found the foundation to be within
industry practices and approve it for pour within seventy-two hours of the time of
approval.
01-15-2026
Passed & Maintain
01-15-2026 12:19 PM
Page 2 of 2
City of Grapevine
#SYSTEMHAUSE Residential Energy Compliance Path
'u101N45O`""; B01DING TEXAS Energy Code Requirements of the 2021 IECC (IRC) as amended �mnn�sa n�."
Submit with application for either p'mmn
0 A building permit OR ❑ A Certificate of Occupancy
Project Address: 250 E. Dallas Rd., BLD. 6, Unit 20 (Ph2), Grapevine, TX 76051
Project shall comply with one of the following:
❑ Option #1— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104)
9 Option 02—Total Building Performance Compliance: Section R405 (N1105)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI
❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2
Note: The HERS® index is not validfor code compliance.
❑ Option #4 —ENERGY STAR Certified Homes® R102.1.1(N7101.4.1)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2
o Includes compliance with requirements from Section R4024.1.2 (NI1024.1.2), R403.3.3 (N1103.3.3), and
R403.6.3 711103.6.3)
Note: Each 1-and 2 family dwelling shall be tested.
❑ Option If5— HB 3215 (67R) Home Energy Rating System Index Compliance
o Includes compliance with VgG1RE3NE!/ICC301, as it existed onlanuary 1, 2021.
o Includes compliance with the Mandatoryrequirernente of 20181ECCSec[ron R406.2.
o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4.
Attach appropriate site -specific design compliance report and inspection checklist.
Name and version of the compliance software (if selecting Option 2 through s): IC3 current
I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted
average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating
system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct
sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the
minimum requirements for the compliance approach selected above.
e
Agency and Certification Number: SySterrlhaUSe - ICC 860592
L� �
TM1.a.<.BU
Signature of Responsible Party:
-�",a"�,A"M,��mw
William S. "Stan" Folsom, LEED AP
Printed Name and Title of Responsible Party:
An
Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a committee of
the North CentaI Texas Council of Governments (NCTCOG). httosWayww. o1coe.ondenvidreeional-buildine-
rcolodamendments.
RECEIVED. 12I92024
24-0U4440 "Grapevine Brovnuton...
250 E DgUL ROAD BLDG 6, UNIT 120
TOWNHOME CONSTRUCTION
Single Family House Energy Report
Project Details
Project Name:
Cadence_GrapevineBrow
Builder Name:
Cadence Homes
Builder Phone:
214-341-005B
Builder Email:
stan@systemhause.com
Address:
BLD.6,Unit 20
GRAPEVINE
City:
TARRANT
County:
76051
Zlp.
Certificate #:
1342003
Date Issued-
11/B/2024
22%
Above Code
This single family residential project was found to be in compliance with the
performance measures described in the 2021 IECC with 11408.2.3 Reduced energy
eater than or equal to 0.81)
use in service water-heatingEnergy
S stems Laboratory, ra division of the Texas A&Mas
calculated gin the ring Ex Y
Engineering Experiment Station using IC3 version 4.6.1
I ENERGY SYSTEMS LABORATORY EXPERIMENT
TOW" TEXAS A&M ENGINEERING
Notes: <<<Phase 2»> Thevalues produced aze generated by the DOE-2 building energy analysis program.These values do not c.nsth-bt a
William S.Folsom, EEDAP
guarantee of attual energy usage by ESL or TEES.
calcuWUon in accordance with the International Energy Conservation eaHng/
Code
L
ICC 521146E-7 IC3 performsthe hously annual energy
sed'wn R805, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of theh
Cooling system.
Emissions Reduction �-u
g lbs. Authorized Signature: I
NOx: 4 lbs.
sox: bs.
CO1 4,502
Cadence -Grapevine Btownstor Page 1 of 3
IC3.
,,,; Version 4.6.1 Copyright2015 Energy 5ystemsLaboratory
General
Numberof Bedrooms: 3
Wall Cavity Insulation: R. 23
Wall Continuous Insulation: R. 0
Orientation: East
Windows
SHGC: 0.25
U-Factor. 0.35
Roof
Cladding Type: Composite Shingle
Radiant Barrier. Yes
Sealed Attic: No
Rooflnsulatlon: R- 38
Attic Area: 1121 sq. ft.
Cathedral Ceiling Area:0 sq. ft.
Flat Roof Area: 0 sq. ft.
Wal I Area Neat to Attic: 0 sq. R.
Foundation
Foundatlon Type: Slab on Grade
Foundatlon Insulation: R- 0
A/C
SEER: 16
Tonnage: 5.5
Project Information
Structural
Floor 1
Exterior Finish: Brick
Floor Area: 218 sq.ft.
Stud Type: 2x6
Floor Wall Helght 9R.
Stud Spacing: 16 in.
Front Side Length: 22 ft
Right Side Length: 42ft
Front Side Window Area: 0 sq. R.
Right Side Window Area: 0 sq. ft.
Mechanical
Fron[Side Shading: 0ln
Right Side Shading: Oln
Blower Door Test: 3 @ACH50
Back Side Length: 22ft
Lek Side Length: 42k
Ventilation Type: Supply Only
Back Side Window Area: 56 so. ft,
Left Side Window Area: gsq. R.
Ventilation Rate: 80 CFM
Back Side Shading: Oln
Lek Side Shading:0in
Ventilation Operation: 24 his.
Floor 2
Fan Power: 21 Watts
Floor Area: 1136 sq. ft.
Area over Unconditioned: 418 sq. R.
Fraction Outside: 0.9
Floor Wall Height: 12 ft.
Duct Tightness Test: 121 @CFM25
Front Side Length: 27 ft
Right Side Length: 44ft
Supply Duct Insulation: R-6
Front Side Window Area: 84 sq. ft.
Right Side Window Area: 0 sq. R.
Return Duct Insulation: R-6
Front Side Shading: 0 In
Right Side Shading: 0 In
Back Side Length: 27 ft
Left Side Length: 44ft
Back Side Window Area: 39 sq. ft.
Left Side Window Area: 0 sq. ft.
Heating
Back Side Shading: 0 In
Left Side Shading: 0 In
Heating Type: Natural Gas
Floor 3
Heating Efficiency: 0.8 AFUE
Floor Area: 1121 sq. ft.
Area over Unconditioned: 35 sq. ft.
Floor Wall Height: to ft.
Water Heater
Front Side Length: 27 ft
Right Side Length: 44ft
Water Heater Type: Natural Gas
Front Side Window Area: 72 sq. ft.
Right Side Window Area: 8 sq. ft.
Energy Factor: 0.81
Front Slde Shading: 0 In
Right Side Shading: 0 In
Size: WA
Back Side Length:]] ft
Left Side Length: 44ft
Burner Capacity: WA
Back Side Window Area: 38 sq. ft.
Left Side Window Area: 0 sq. ft.
Back Side Shading: 0 In
Left Side Shad Ing: 0 In
U. M.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of
Estimated Annual Energy Usage
Proposed Peak Electric Demand:
Proposed Total Area Lights:
Energy Usage Category
Pumps and Miscellaneous
Ventilation Fans
Mechanical Ventilation
Space Cooling
Space Heating
Domestic Hot Water
Site Energy
3.7 kW
1,231 kWh
Proposed Design
Standard Reference
Gas (therms) Electric (kWh)
Gas (therms)
Electric (kWh)
0
88
0
88
0
1,155
0
1,338
0
185
0
188
0
3,107
0
3,517
299
0
477
0
97
0
97
0
400
4,535
580
5,131
Conversion factors:
Site to source factor. 3.16 for electric or 1.1 for natural gas (SCC 2015 R405.3)
Unit:1 MMBtu =10 therms or 1 MMBtu= 293.1 kWh
Mm...
.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 3 of
MiTeko
MTek, Inc.
400 Sunnis Ave , Suite 270
Roseville, CA 95661
916.755.3571
I:M110I111111K
The truss dmwing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Builders FirstSource (Carmllton,TX).
Pages or sheets covered by this seal: R85395589 thru R85395641
My license renewal date for the state of Texas is December 31, 2024.
Texas COA: F-12513
R F-12513
�� November 19,2024
Demandez, Mums
IMPORTANT NOTE: The seal on these truss o mpormit desgns is a certficahon
Met the engusm named is licensed in the iunsdictiou(s) identtred and that the
designs comply wM ANS1I 11_ These designs are based upon parameters
shown leg , loads, supports, dimensions, shapes and design codes), which were
glvente MiTekor TRENCO. Any prefect specific information yxii ed is far MReks or
TRENCO's custumeis file reference purpose only, and was not taken into account in the
preparation of these designs_ MTek or TRENCO has not mdependenfly verified the
applicability of the design parameters or the designs for any particular building Beforeum,
the building designer should verify applicability of design parameters and property
inomm ate these designs me the overall building design per ANSI fPI 1, Chapter 2_
Jab Tn .e
UNIT-18 QAN Am01
Builders FirslA—. Cart,TX),
CartO6bq TX-ISOO6,ACKCL03EO SUPPORTE 8ti30 5��J. f.iTeKlfdlisideS,lx Mon NOv 181151162026 PPy
age 1589
ED BJaa,IVHkk =mNr MyD4lkR1CiPe8]OHg3NS9Pgn18w3uITXbC.K DoITJI CW
'To
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LOADING (psi) SPAT2-0U C51. OEFL. In (bc) IR2 t/0
PLATES GRIP
TCLL 1000 P6te Gnp 3.L 1 W TC .24 Vad(LL) Na - Na 999
MT20 2"190
TCOL 250 LumMr OOL 1 W BC 014 VargOT) Na - Ne 999
0 WE 0 Horz(CT) -0.W 6 Na Na
RecOe
IRC2021RP1204Ina
BCOL 100 Madd: Pro
Weight 281b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 15E or2x4SP No 1 w2WSPSS TOP CHORD Binaural Bond sheaNing directly
applied a RAN oc putllns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Nib w2WSPSS except end veN=Is.
WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied
or 6-00 oc bracing_
OTHERS 2x4 SP No 3
REACTIONS. All Oeadngs 5
gla- Max Ho¢ "UPC 8)
Max UPIR Allup8 lDDlborless pnt(s)8.5e ept6= 2n(LC28),T=126NLC2])
Max G2v Agra iom2501ba@s ajolM(s)8,5e pt6=1411(LC31),]=137$LCM)
FORCES. lW-Max.Comp Mtax Ten -All mares 250(IU) or kss except when shuvm_
TOP CHORD 1-2=293294, 2�116111156, 3-04 581 5
HOT CHORD ]5�02/295,6-]=AM95,5f 55 56
WEBS 3b=UV186, 2-]=1359113662L6 193911949
NOTES-
1) Vfind ASCE 7-16, Vul=115mph (a secmS d gust) VasdimpBL=6 ; TCOL=6 Opst, BCOOpst, h vft. B-5511, L45R eavt,2ft, Cat
ll; Exp B Enclosed MWFRS (drt i1ma1) and CC Comer(3) zone, cantilever left mM night exposed C-C for mem9ers and mites 8
MWFRS for reacllons shown, Lumber DOL=160 pale god OOL=160
2)Tmss desg V mrwlM badsmtheganeol Nehussonly For MWsexposedtowlnd(romlalto Netace),seeSaMaMindus y
Gable End DRAWG as applicable, or consult quall art buH]1ng designer as per ANSI TPI 1.
3) PrwNe adequate drainage W prevent eater ponds,
4) Cable regdes wnbnwus bNmm Crd beano]_
5) Tres t ban ne ace or securel, bated against mleal mwemet p e. diagonal xeb).
(......... Ot
Cablmos151lyysshheeaaNt"d
It
4
]) rn15 Cuss has been desgnel for a 10 opsf bloom choN rwe mad nonrnncnnent with any other live bads.
i yS:'•
1,
8)• This toes has been des, V mr a fimbad OT20 opst on the Wtmm UlaO In aft areas xTere a rectangle3 Dan by 2-TO vnde
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war1Mbetween MinimchordaM aor Nlermembers_
is
97 Pawmemel]ankal conneNon(by OIIw45)orwssm MaNg p6m rapabkmvnmsUMmq 1001b up18[alpmQs)B,Sexcepl (l=lb)
z69
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f MARCOS A. HERNANDEZ/
.,
T•••••••••••••••••••••••••••:—e
area to Oagmad or300pft wmQg oOL=(133)Pmre gdp DOLg133)COnnad Wssmresist
iO) ml5 wss has been Msghad
�1...'.
drag leads along Mngm rngm ram on-o m SiA For 300 o pft
Won
11 38 78 ... i
COR F-12513
November 19,2024
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R15395591
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Builders Budgaace (Carta ,TX), Carto6bq TX-5006,
6
8. 30s5 262024 Mire M9listr'k,Ix Mon Nov 181151152024 Pagel
ID:syBJaWWk =mN rMyD4lkRICyPSB]OHg3NS9Pgn18w3NTXbC.K DoiTJI CH
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LOADING (psi) SPRCING- 2-DO CSI. OEFL. In Send Well that
PLAIES GRIP
TCLL 10D.0 Pete Gap DOL 1c0 TC 028 WdgLL) -003 4-5 >993 360
MT20 2441190
TCDL 250 Lumber DOL 1 W BC 0T2 VM(CT) o06 45 >949 240
BCLL 00' Rep Strgs Ina YES WB 017 Hmz(CT) 000 4 Na Ma
SCDL 100 Code IRC202111f M14 Malr[bA5 WMNLL) Go 5 -- 240
WeJgM 28e FT=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 a 2w1 SP S5 TOPCHORD Structural wood sheathing directly
applied. except end vedlrals
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No or 2W SP SS BOT CHORD Rigid telling directly applied.
WEBS 2x4 SP No
REAC1110NS. huxe) 5=(h5$4=Mecbaolrel
Max M. 5=M-8)
Max Uphold5--16(LC BL 4— VdLC 8)
Max Gray 5=653(LC 1),4 (LC 1)
FORCES. (lb) -Max COmpMl TM-Allbrces250(ib)orlessexceplwlrensbmm.
BOTCHORD 4�14&496
WEBS 25 619V%7,2d 619flT
NOTES
1)WM:ASCE7-16,Wtt115mph(15econdgist)Vas Imph,TCDL=6Ops,,BCDL=60psf,h=J BSKL=25R,eav-0ft,Cat.
IL Exp B. Enclosed, MWFRS (drecdorel) 3M CC CarMC )Zone, reMtleverk:ft and dghtexgpa ed CC Mr members and fMa,, 8
MWFRSfirream ns sbmM; Lumber D01=160 plate gap DOL=160
2) Provide adequate drainage W prevent water trading.
3) This Wss has been designed for a 100 p9 boOOm chord give load noncr ncra enl with any Meer Irve bads.
4)• Tbls goes has been deslg V for a lNe load of 20 Spec On the WRom chord In a8 areas aTere a recGnge 3b0 M5 by 2-OO pace
.1 IS between the beROm clrord and any other members.
5) Refer a girderts) far buss In buss mmparras
6) Provide Mechanical connection (by O uxed of tmss to leaang plate Capable Of withstanding 10D a up0ft alpings) 5 4.
7) The, Wss di UeWbes Med a do innem N]/i6" structural wood shealMtg be applied did" to the lap cord and l2"gypsum
�� N
sheMal ye applied directly m their phone
ie OF Tam 11
......
MARCOS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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3L12
3812
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8. WaS 262024 MiT";tg str'kS, Ix Mon NOv 18115115 2024 Page
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TCDL 250 Lumber DOL t W047
BCLL 00' Rep Sres lnce YES040
BCDL 100 Cape IRC2021]rP12B14 xAS
LGMBER-
TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w1SPS5
BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 ce Mot SP SS
WEBS 2x4 SP No
REACIIONS.
huxa) 5-0 5"N 4-Mechanical
M.M. 5=a(-8)
Max Uphold 5=-23pLC 8), 4= MLC 8)
Max Gray 5=923(LC n 4=92MLC 1)
FORCES. (at
- Max ComplMfit Teo -All aides 250(iIM) or less except when shmyn.
TOPCHORD
1�MVM. 3-0=330BI
BOT CHORD
45=262/1005
WEBS
25-11=83, 2-0 11331296
Scarp=1Y49
4
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PLATES
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VM(LL)
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5
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240
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BRACING-
TOPCHORD Structural wood sheathing directly applied. except end verhods
BOTCHORO Rigid ceiling directly applied.
NOTES
1) Ad it ASCE 7-16, Vu11=11ttw 5mph (3-sa gust) VasdSimCO ph; TL=6 Ops[ BCDL=6 � Opsf, hOft, B=55$ L=LSR, eaW,4ft, Cat.
IL Exp N Endosed, MWFRS (dcManag and CC Comer(3)AM, caMAever aft add rightex osec C-C her members and lances 8
MWFRS for reactors shown, Lumber O01-1 GO plate gpp O01-160
2) PUT& adequate pottage to prevent vaster ponpeg.
3) The buss has been tlesgne ! for a 100 per Whom plant live load nanwncunent with any call live baps_
4)' This trips has been designed her a Bve aatl of 20 Opst on the Corder chad In all areas where a rectangle 3 tall by 2-0 eade,
WN Fn Oelween de Whim chard add am oHx x members_
5)ReRr to guderts) for truss to Vuss connecWns
6) Pmvlde mechanical cornecton (by others) of truss to bearing pate capable of vnNsdW Ing too lb upMI alpint(s) 5 4.
]) This gross desgo tequhes Nat a minimum m 7116" sNxtuml wand sheathing Me applied directly to de op creed and 12' gypsum
sheehock theapplied tlhecthem G/ to e beftochow
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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LOADING (p51)
SPACING- 2-0
C51.
BEER,
In
(bc) VdeB Ud PLATED
GRIP
TOLL 100
Plate Gip DOL 1 W
TO
018
Ved(LL)
Na
- Na 999 MT20
244/190
TCOL 250
Luroter OOL 1 go
SO
.14
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- Na 999
BELL 00'
Rep Stru Ina NO
WE
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Cade IR=VTP12014
Need
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Flt- 0
LUMBER-
BRACING -
TOP CHORD 2x4SP1650F15Eor2x4SPNo1w2WSPSS
TOP CHORD
Shuaural wood sheathing dlreM applied a S-0-0oc
purllns,
BOTCHORD 2x4SP1650Ft5EM2x4SP
Not w2WSPSS
except end verOcaIs.
WEBS 2x4SPNo3
BOTCHORD
Rigid ceiling directly applied or&C 0 oc Mating_
OTHERS 2x4 SP No 3
REACTIONS. All Neadngs 7
gla- Max Ho¢ 10-4(LC 8)
Max Up1M MiI p8R1001Uorlessa,nt(s)10.p16=904(LC28),]=909(LC2]).8=-9M(LCM),9 58(LC
2])
Max Gray Mre iom25010orks al)oIM(s)10except6=950(LC31),]=1045(LC32),8=1075(LC31),
9=10]0(LC 32)
FORCES. No -Max Cord, Whit:Ten. - All Mace, 25D US or kss except vNen s0wm.
TOP CHORD 1-2 MIRC94, 23 MEFQ, 3-0 3]03]1, 45 8356
BOT CHORD 9-10 [X`C95 8-9=05/895, ]�3]63]2 G]-8]]/8]3
WEBS 4-0 1023M02538=511/17$2-9=103110544f>=129 1305, 2T-1488M494
NOTES-
1) Wind. ASCE 7-16. Vu0=fl5mp8 (-second gust) Vasd=Jtmph. TCO1=6 OpsE, BCO1=6 Opsf. h,30e; B=55$ L=25ft, eav�2R, Cal
IL Exp B. Endorsed. MWFRS(d Mloral) and C-C CWWM) FMR carrMeverkft add ngMexpecto C-C for members and forces&
MWFRS formacllon , drown, Lumaer DO1=1Ad plate gap OOL=160
f.
2) Toes desgred for ma" dadsmtaeplaneortaetrussoM, Forslutsexposedtomnd(mrmaltothefait),see S1MaMlndu y
GaOk End Heads as applicable, or Moore qualified Wiling designer as per ANSUTPI 1.
3)Prwide adequate dmwge to prevent miler handing.
4)Ban, reques contlnuons hodkod prod""'W
5) Thus to be Wily sheathed ram one race or=ml, braced against Mewl aduann ll p e. degonal xey).
6)Gable 2"d
yS: qdp 11
/
suts sp aces! at ac
1
•';R
]) The truss Ms been deigned M a 100 Rod boeom chap live load noncoreadent with any other live bads_
�+ //�
8)-This Wss has been desgred for a luekedof 20Opsf ontlre hotbm chord in a0 areas wMe a rectangle 380 MR by 2-DO vide
......................
wB In bMween the boeom Medal add any other members.
�MARCOS A. HERNANDEZ
9)Pound, memamMalcodMW-n(by oNers)of buss m hearing plate capable m wthslanding 1001b upde atpml(s) 10 except Ql=b)
;•••••••............•••;••••
�1 ••pA
6=984,]=909. r>_RhR �Mdt
10) This Was, has Iran for a totaldragload IT mba DOL=(1W) Pla", DOLgi 33) Connect Muss to reset
30or
113878
11 <`C'NGF'�
of
Wllnm[ned
This bads ram 0.0 o to 000
along
11��SS�ONAIE��'\�
%, ZZzz —�
COR F-12513
November 19,2024
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lags
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a25 Frz s®@=1110
.4 II
a4 II zx4 II
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4 5 6
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LO DING (half SPACING- 2-0 C51. OEFL. In (bc) guen -
PLATES GRIP
TCLL I a 0Plate Grip DOL 1 W TOOdra VMhLL) Na - Na 999
W20 24,V190
TORT 250 LumMr DOL 1 W BC 015 VMdCT) Na - Nit 999
BOLL 00' Rep Shr Ina NO WE 053 Hgz(CT) oEd ] Nit W,
BCDL 100 Cotle IR=117P12014 MaBkS
Weight 9lb FT=20%
LUMBER- BRACING-
TOPCHORD 2z4 SP 1650F 15E W a4SP No 1 w2WSPSS TOP CHORD Structural wwtl sheathing dinally
applied or6-0-0ocp pins,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 aw SPSS except end Metals.
WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied or 6-0
M -0 oc acing_
OTHERS 2x4 SP No 3
REACTIONS. All treadngs 1038.
(11A- Max Ho¢ 12Y(LC 8)
Max Up1M All up8n too It or less al}vnds)except 12 %7(LC 2]�,]=100RLC 28)8=1005(LC 2]).
9=1025(LC 28),10=1 W2(LC 2]),11=940(LC 28)
Max G2v Albs iom2501borks al)DIM(s)exrep[12=1031(LC32),]=1050(LC31),8=1138(LC32),
9=fl52(LC 31),10=11c5(LC 32). II-IDBD(LC 31)
FORCES. Go -Max Cone, Wax .Ten. -All orti525D Vid or less except edged sawed.
TOP CHORD 1 12 10TD1003,1 Y IM 111055, 2-3-291424, 3-0 865I864. 4 5�Hebl 1,
5b ,IW544
BOTCHORD 11-12=6481638, 10-11=-0 AE?9, 94D=79brT95, &3-3451343, ]A=901B99
WEBS 55110211089,4-9=-099151,&ID=1 PION 1282-11--568%45, 1-11=140111407,
3- 1485/1489 `✓7=-132911333
NOTES-
1) Who ASCE]-16,Vun=l TWdph(15ecend gust)VasS dlmph.TCDL=6 OpsE, BCDL=6=5 0pst. p,30f, B5$ L=25n; eWd M. Co,
II; Exp B.Enclosed,MWFRS (dtMlonal) and FC Comerj3) zone; raMllever oft add nightFrosted CL formelWers and files 8
MWFRS der reapons speed; andrer DOL=1 Ad plate gap DOL=150
Ssgm0lDrwim
2) Tres badsbmeganeormetmasonry. FornWs�s tod(p itomerace)seeslamammduwy
SEOF TF\\1
GaWEMDetai5asapplicaMe,orconsunquallaedbuiMingdesigl rasp ANS0IPI1_
p.,, .t
'0�11)
3) Provide adeguale So code W prevent vabr ponds,
4) Gable ponom bearing.
GDS•'
Regales continuous Chad
5) Trust b be Wiry sheathed from ore lace, orsecurery graced against 51e2lmwementpe_d¢gonal xep)
R
6) Gable adds spaced at 2-0L oc
]) This pass las peen desyned fir a 1 D D Whom rand live load nomm�cmrem with any other live Wads_
/....:...........................
/MARCOS A. HERNANDEZ%
pal
8)- The toss has peen desig V for a the lmd or 20 ops1 on Me Nobad egad in an areas adder, a rectangle 36-0 b8 by 2-0a vide
••••:...................... ••�
vie M between the Whom dead! add am Mier moods,
1 11 38 78
9) Moving, mechanzal connxhon (nJ Wads) oltruss W L mg plate capable M of VnmslaWg 967 IN ogled at pact 12 BADW upliM1 at
'��� </C E�: •' Q '
Fint7.1005 lb upon algid 8, i D25 to aging atjent91042 In uplift atpnd l D and 940 w uprd at plot II
1 AS•.,•ENS ,. \\
11 FSS`�QNA` G\�
10)This Was has been designed for a total drag load of300 pn Wmpu DOL=(133o Plate gap DOL-j133) Connect loss to resist
drag bads along Iwnore road had 06D to 103-B for 3000 ql
COR F-12513
November 19,2024
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Bi Bidders Hrsrours.(Cart
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8tiWs S�-162024
MiTeKlfdliinI , Ix Mon NOv 18115116 2024 Page
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T814 10.38
2-&ID
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yea =
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.10 =
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hb =
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LOADING (pst)
SPACING- 2-DO
C51.
GEFL. in (bc) well Ud
PLATES GRIP
TCLL 100.0
Plate Grip DOL i c0
TC 0 %
VoMLL) C 04 ] >999 360
MT20 244/190
TCDL 250
Lear DOL 1 W
L,
BC 029
VmMCT) oM ] >959 240
BCLL 00
Rep St O YES
WB 0a
Hmz(CT) 002 s Na ma
BCDL 100
Core IRC2021rtPI2014
Mardi
WiM(LL) 0.01 ] >999 240
Wm ht 56Ib FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Em2t,4SPNo1mWSPS5
TOPCHORD Structural wood sheathing directly applied. except end verlcals
BOT CHORD 2x4 SP 1650F 15E m;S,4 SP No 1 m 2W SP SS
BOT CHORD Rlgir ceiling directly applied.
WEBS 2,4 Sp No
REACTIONS. (see) 8=MeclNmal. 6,=Mccbanral
Mai No. 8=6(LC 8)
Max DPIIB 8= 34(LC 8), 69](LC 8)
Max Gray 8=135D(LC 1).6=1350(LC 1)
FORCES. phi -Mai Com,rvdo Teo -All brce5250 (IU)orkss except wlren sbmvn.
TOPCHORD id=301X!i,2-3=1T34t262,3-0 1] 65,5fY295
BOTCHORD T�24ril13656-T=228/1300
WEBS 2�%41288, 2-7-341W 5 3-]--564112], 4-7- 53(X), 4b6- III I290
NOTES-
1)Wnr-ASCE]ttwi -i6,VuV115mpb(3-sr gS ust)VasdimCD ph.TL=6 Opsf, BCDL=6 � Opsf, hOft, B=5m, L= w,, eavc=4fl, Cal.
IL Exp N Enclosed, MWFRS(dcMlooag and CC Comer(3)rone, caMAeverlml and dghlexpcam C-C for menders and daces&
MWFRS firreaclbns sbawn, Lumber D01-1 W plate grp DOL=160
2) ProvMe adequate drainage to prevehi eater ponrmg.
3) The mass has been Seemed! for a 100 W Whom [troth live load announcement with any order low, baM_
4)`This truss has been resigner for a See lead of 200psr on tihe human cOmd in all areas where a rectangle 3 Sir by 2-0 where
WR M Covered the thermal chat and am oUrdr members_
5) Rarer m guden(s) or Vuss to buss mnnecrens.
6)runin, nor amcal connemon(by others)bftruss to bearing plate capable of withstanding 34 m uplift mutant 8 and 370 uplift a[
pool
T) Thin truss design requires Nat a minimum of 7116" structural doW sheathing be applied directly to the alp chord and 12" gypsum
sheetrock be applied directly to Me Whim chood
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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UNIT
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Bti30a3�-162024
MiTeKRM4st ,lx Mon Nav 18115117 2024 Page
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10.11-13 13-SO
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11-11
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11 .12- .12 - 8
S02 M18AIM 5x12 MmAH5 -
b613 8t0.] 1339
' 6613 b35 4413 '
RW[(XVL 19 f1FA1 M-iJI It11 M1Flt fld-iT
LOADING (psi)
SPACING- 2-0U
C31.
OEFL. In
par VUeB Uld PLATES GRIP
TCLL 1ana
Plate Onp 00L 1 W
TC
035
Ve1(LL) Tph
3ID >9Y3 360 MT20 24,V193
TCDL 250
Lum OOL 1 To
BC
032
VSRCT) -00]
3t0 >999 240 Mi8AH5 186,1]9
BOLL 00
Rep Stru Ina NO
WE
042
wegCT) 002
8 Na Na
BCDL too
Coulee IR=VTP12014
Maim -MS
WIMBLL) 001
&10 >999 240 Weight 2721b FT=20so
LUMBER-
BRACING-
TOPCHORD 2x6 SP
2400F20E m 2n6SP D3S crn63PM31
TOP CHORD
2L-0 Cc Wrlws(6DO max) 17, except ong! verticals_
BOTCHORD 2x6SP2400F20E
or 2x6SPDSSra2 SPM31
B,TCHORD
Rigid ceiling directly applied or 1 To 0 oc bracing
WEBS 2x4 SP No 3'Esd pl'
2-10,4-10.4-%6&9: 2x4 SP 16WF 15E or 2x4 SP No 1 or2x4 SP SS
REACTIONS. ease) 11=0.58, &D68
Max Uplift l l-15MLC 4), 8=21](LC 4)
Max G2v 11=4333(LC 1). 8=6469(LC 1)
FORCES. (Ib)-Max Collg.Mlax. Ten- All fi1ce5250 Me or F s except v.Ten shmen
TOP CHORD 1-11-352/23,2�7835272, 3d=78352724�7890215 S6=-0890.275
T�35623
HOT CHORD 1011-170144999-10-3(28338,&9-TDY4536
WEBS 2-11-ti`W&211, 2-10=-13 4360.1lD-XCA8, 41 D-T,[7c8. 4-9=-5]5/35
5-9--382/89, &9=1344394, 6-8!KXVZt2
NOTES-
1) 3pty Wes to be connected to e0rer wed 1011(0131` T') nails as habeas:
Top mortis conceded as Tollood: 2x4-1 use at ORT m. 2x6- 2 rows staggered at 0-9O oc
Bottom ch ads connected as (allows 2x6-2 Cars slatgered at T7C oc
Webs cone tell as tokows 2x4 -1 one al 0 9D oc.
2) A9 Wits are considered eglmlly spodid to all pit¢, except R acted as Mont (F) or back (B) face In No LOAD CASES) setbo PIN to
ply an eame; Know been provided to distribute only loads noted a (F) or IS). unless W erense Indicated\\
3) WW ASCE T-i6; W8=115mph (3-second gust) Vasil li pb, TCDL=6 0pg BCDL=6 0psf, ll-� 0ft,, BS5fl, L=25g; ea�4ft; Cat
S� OF TF.
IL Exp B;Endosed;MWFRS(dlremonag,mMlleverlRaMngMex d.Lumber OOL=lWplalegnp OOL=1W
4)Pron adequate drainage to prevent rater parng.
p.
j G,JS+ 9St �l
5) AS plates are W20 plate,unless N west, indicated/
�jyxJ��j ea
•;
6) This Wssl been designed For a 100 psT boBom clroN live load notdoodarmat with any other lose bads_
+ •d //� ea
])- This bass has been resigned! per a And'md of 20 her on the CcU,gb chord In a0 areas ounce, a rectangle 380 M1 by 2-DO wide/••^••••••
......................
vnl M between me WWm choN am any other memcere_
/MARCOS A. HERNANDEZ
8) Pmvbe tll Mechanical Connecticut (by othced of buss M hearing plate capable of withstanding 1531h m uplift alpmt 11 a217It, wm
••••:...................... •••
atpnt8_ _
does act mct the som or Me on of Me along Me top motor mchowand
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11
2-&12,9031bdown and 45 bupa14812,903 bdaxn aW451bupat 6h12, Ad Mdoxnand 45 In up a 184T12,9031bdmvn
tS...............NG\�
and 45 b up at IOUs$ 903 In down and 45 11,up M 12-012920 11,down and 27Ib up al 14 T12, 9230 down add 25 11,up at
164129K3 In down and 25 in up M 184T12923 Rd dew doadd 25 In up a120O-12,653 In darn add 18 b up at 22412 anal 653
b drawn and taro up M 2TT 12, and 65311, down aM 18 In up at 24-74 on lwMm cicN The de weletlon or such
COR F-12513
connMbn deece(s) s be r¢pansbbay ar others.
November 19,2024
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UNIT-18 BXO1 Fla[CaJx 1
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LOAD 0 M(5) S n0ard
1)Oeatl+ Rm1 bee(OaNnccV) LumUel lmorea =100, Plate Incas lCO
Undone LoaUs(pin
Vert 1- 50, 8-11=20
rc CMnMa Loaas Vb)
Vert: 8=1WUN 12=903(B)13=-903(B)10=-9W(B)15=903NU 16=903(B)17 9W U
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1
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Job Reference/g^/ )
Builders Hmi3are.(CoalTX),
Camabq TX- 5006,
6
8. Wa 262024 MiTeRM9listr'kS,
lx Mon Nov 18115118 2024 Page'1
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N8
643 8-10.1d 11 a9 1121
t5-2-16 17-38 19612 21-18-0
2bH 2fiS9
21
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2-1-11 2-1-11 2-1-11 2-1-ii
2-6ID 2-6ID 2-3d 2-3A
334 2812
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act 11 Aid= .411 4x5= ad II .1➢= end=.10= yet II 5xfi= zx411 A,m= 3x411
a 5 � fi1, 1P1 Al �0�rz
-
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4x0c AO0= 8x12MUrels= sx0= M4 .10= 2x411 srs= ]xe .12=
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47
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Oflse6(XY, (160.2-OO 1 [2301120.38I
LOADING (psi)
SPACING- 11 O
C51.
TCLL 1000
Ridge Grip DOL 1 ad,
TC 061
TOOL 250
winter DOL 1 W
BC OA5
BCLL 00'
Rep StressIna NO
WB 082
BCDL 100
CnOe IRC202111P12014
Madda Met
LDMBER-
TOPCHORD 2x6SP2400F20Eor2 SPOSSm2x6SPM31
BOTCHORD 2x6SP2400F20Eor2x6SPOSSor2x6SPM31
WEBS 2x4SPNo3'Fxcepr
1-24,1415 2x6 SP2W0F 2 0E or2x5 SP OSS o12x6 SP M 31
2-24,2-23,4-23.4-2111-1],11-16,1116,1115 2x4 SP 16MF 15E or
REACIIORi (s¢e) 24=0.5$ iS,MSd
GEFL.
n
(b[]
—.ft
VUefl
I/O
PIAIEB
GRIP
Va1(LL)
TZ
t9
360
MT20
244/193
VeA(CT)
-065
t9
>486
240
MVLAHS
1861 Or
Had(CT)
013
t5
Na
Na
Winall
007
19
>999
240
Welot 7651b
Fr=20%
BBACING-
TOPCHORD 2TD CC Turns(6DO max) 1-14, except end vertkals
BOTCHORO Rgld telling directly applied ce l TO oc b2dng
MM OPIR 24=2ORLC 4A 15=-WdLC 5)
Max Gray 24=11380(LC1),15=11T18(LCl)
FORCES. did -MaK CMd,l. Ten .-All fortkbmvn es 250 Qb)orssdescdv.Tens-
TOP CHORD 1-24-49320, 1-2=b]]/19, 2-3=22821/65], 3-0=2282155], 4 5=31EC01995
5f 4801[gl6]=a91=1099,]-9�91BW1099,%10=36]0T/104T.
1ITI-M7WM04],1112=23]9Y68912-13=23]93ra!?, 13-14-A M,1,
1415=525/22
BOTCHORD 2124-352/12000, 21-23 KrcD)159, 20-21=1W2/3]]301320-10]2T3]]30
1GAS, 1097e 81,1]-08=109]/3868116-17-8873064], 1S16=-371112527
WEBS 2-24=1503]/4432-23--4(9/14551, 3-23=962/384-23-TWU 24-21=-21811627,
621�961/133, 6-20=-26949 6-tY-]W1965 9-19=-145/692, 318=20/878,
9-P=2T22/10110.1]=-91 7V 111]=22]?984, 11-06=9029/261, 11i6-19M4844,
1315=-1522114k
NOTES
1) 4-0ly Wssto be connected tcgetlrerwM long (0131'xY) nails as fail
Tap elands connected x6 as falloyes 2-glows sta
ggered a10.9-0o[.
,.M.,[bads c0nnor as!allows 2x6-3 mws staggered a[od0 oc.
Webs cmmecad abbess 2ta -1 mw a "D or
AtGcb TC w/ t2' dram. bolls (ASTM A30]) In the ceder of the menacerwhraslrers a14-0-0oc
Atlacb BCw/12-ngem Wo (ASTMA307)in Necentaof SrememberwM sbmsa14-0-Doc
2)A8 Wits areconsidered el,ally appliedtoall picas, except edged as Rant(F)orbx pm Idce In the LOADCASE(S)section Ditto
pry connections have been provided to distribute only marls noted as (F) a (B), unless otherwise Indicated
3) Wind ASCE 7-16, VuV115mpb (3,mcad goat) VasngSimph. TCOL=6 Opsf, BCD1=6 Opsf, n=30l B=55r, L47R dery —M. Cat
IL Exp B, Fool MWFRS a (d tlmag, cantlleverleft and dgM exp0ung; Hander001 =160 plate grip OOL=160
4) Provide adequate drainage pnevent xamr ponnging
5) All plates am W20 plates unless oNawlse India d
6) This Wss Ims been ame ned for a 100 pst boflom clrod Ilve load noncon rand nl earth any o8wf Irve bads.
])' This Mass has been designed par a five bang of 20 Opst on the botmm broad! in all areas where a rectangle 3 00II by 2-08ede
vM ht between Me ho8om amid add any ofloa Random
8) Provide mechanical connection (by oNers) of Mass to tool plate capable of vnthsiaMrng 331 Is upofl al pint 24 and 346Is uplift
AW K nanc /
ALessingovs-vmryave�narememnananrwapi[saxmshvooxcenanMrtdxndrdndxddp<ndMr-,.,tre..,waa�aaanndnsd.
traog
euoNaearmm weceM as
�sy. en deanycn amnaena0
erneaesBeamycomponeasareryoaareareo �pMe rmmve sweM�eoeuneog componeno namuam puxwaeeammCnennom)sN
' StPSE OO,LF1T F 4s1
MARCOS A. HERNANDEZ
....;.....11 3..78....;....
COR F-12513
November 19,2024
MiTek'
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tl/m bill IYJ6, R85395596
UNIT-18 BX02 ROOF 3PECL GIRDER 1
4 ob Reference/yp nal\
BuiMers hoorgoaee(Carta ,TX), Cart001on, TX-5006, 8. 30s3ws 2024 MiTek M1��911I1 tries, Arc Mon Nov 181151182024 Paget
ID dUatui axmNr yD4lkR1C?NB7OHg3N59Pgn18w3uITXbGK Dol7J CH
NOTES
9) GapMral putlm representation does not depict the s¢e or the onentolon of the puffin aging the top and/or Cotlom Mouth
1O) HangeKs) or other connection dence(s) shall he pmNde l sufficient to suppzt cancenhelrM bad(s)1100lb dawn and 291h up at 1]A, and 11 D3 W dwm and 29IO up al
P-38 on tap MOM, add 1340 DOdaxn and 4] IO up at 2-0-12, 1340 th doxn and 4] W up at 4 12, 1340 M down and 4] IO up at " 12, 1340IO dwm and 4] IO up at
8U12,1MG @ down and 47 DO up at 1O8l2, 1340 ® down and 47 IO up at 12J 12, 134010 down and 47 DOup a 14-0-12, 13C M down and 47 DO up at 16-0-12, 1340
DO down and 47 IO up at 18612, 1Up N down and 47 th up at 200-12. 1340 M dwm and 47 th up at 2 ,O 12. and 1340 th dueen and 47 M up a[ 24-0.1$ and 134010
d.and 47 W up at 2¢74Cn Ooeoa Chord Tina deslgorsek[lun of such connection device(s) Is Me responsdAity of MOeo,
LOVJC 1SE)8) Standard!
1) Dead+ Ruch Lrve palance0) LumMr IMrease=i 00, Plate Inc easel GO
UnBorm Loads Unit)
Vert. 1-04= 25, 15-24=10
coimemmated Loads ph)
Vert 3=-1 TOO 10=110016=134o(B) 26= 340(B) 2] 1340(B)28=1340(B)29=1340(0)30=1340(B)31=-1340(Bi 32 TMD(0)33 134DUN 34=-1 WOU
35=-1340po 3 1340UU 37=1340(B)
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Builders Fimi3aace(Carta ,TX), Carrell TX- 5006, 8. WaS 262024 MiTek�M9listrk4,lx Mon Nov 18115119 2024 Page'1
ED:ryBJaaUVHk axmNr MyD4lkR1C2PSB7OHg3NSgPgn18w3uITXbC.K Doi]JI C'H
z-s-a i]8 6S3 8-10-14 11 as 1121 1s-2-la 17-16 19612 21-1-a 2414 2659
21 z-zS 21-11 2-1-11 z1-n z-1-ti z-am z-lam z-3a za1 331 2812
s®w=rasa
2xa II
3x4 Alp = .4 II 4x5 = a4 ya o 2xa Rel = sell = sxb = zx4 II ea10 = 3x4 II
RT 3 RT a RT s R 1 10 iR 11 R 12 t3RT
I1� �
I I < I
22 2. 25 21 26 20 Z] t9 2a 29 18 Re 31 11 32 33 1u 34 35 15
4xa lab= 412MURTIS= bra .10= 69= TO0= .12=
CTS 5CF14 1121416
�RT
17-38 21 1. 2660
4-1. aEa 11. '
L-DING (psi)
SPFCIRG- i-0O
C51.
GEFL. In
(bc) Vdefl I/O PLATES
GRIP
TCLL 1000
FIRM Go, D.L 1 W
TO
OG4
Ved(LL) -048
18 >652 360 MT20
24N193
TCOL 250
To OOL 1 W
BC
098
Ved(CT) -0 c5
t8 >4&5 240 UC ..
1877
BCLL 00'
Rep Stru InG NO
WE
082
HaT(CT) 013
t5 Na Na
BCOL 100
Code IRC2021RP12014
Matrix -MS
WIM(LL) 007
18 >999 240 Weight ]50 to
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x6SP2400F20Eor2x6SPOSSm2x6SPM31
TOP CHORD
2L0CC Wdlns(6JHI Max 1-14, except end veKals
BOTCHORD 2x6 SP
240oF 2 OF or 2x6 SP OSS m 2x6 SP M 31
BOTCHORD
Rgld telling directly applied or 1 DO0 oc b2dng
WEBS fo4 SP 1650F 15E or 2M SP No 1 M 2x4 SP SS'Excepl'
112.1115. 2x6 SP 2400F 2 BE or 2x5 SP OSS or 2x6 SP M 31
3-215-19.]-18,E18,81],4II,12-16 2M SP No_3
REACDONS. bove) 2Y ,15153
Max UPIR 22= NLC 4),15=-346(LC 5)
Max G. 22=1138MLC 1), 15=11TFMITC 1)
FORCES. 90-Max CompdM`7 Ten -All Torres 250 (b)or less except when shoed
TOP CHORD 1-22-9MM20,1-2---683/19. 2-3=22]94rFi56, 31=2279M556, 4-5=348]8199],
5f 48]&59T, 6 ]7 3944]/1105. ]E-3944T/1105 &9-36]8d1049,
9-11-36780/1049, 111Y 23]]V68812-13=-23TFV688, 1314-847124,1415=52522
BOTCHORD 21-22=352MI988, 19-21=844/2920% 8-19-0fi7e748.5,17-18-1092Y38475,
1&17-888,301. 1516�70112516
WEBS 2-22=15019443, 2-21=-009/14531, 3-21=962MG4, 42i-86T4254, 4-19=218RFb4
61 _S52N124 618=-95/2652 CTS- T 5/13399-1T=233]/92, 9-P=94SM1 ,
11-1 = 2&802911-16=91101263, 13A6-4191; 2B, 1315-152011451
NOTES-
A
.
1) TM, Mass m to b , conxted wM trgether10,1 (0 TUNY) nails as tribes_
J
Top roadsconneclM as Add. _2x6-2. staggerM al 0.9-B Cc.
\\\
Bottom chords connected as Allows-2x6- 3 Fees staggered at ObO oc.
_��
Q�. \\
TF.r t1
webs connected as meow:: 2x4-1 aw at ORC oC.
Aft. TCellcedlam.bolls(ASTMA3o])mtberemerm8rememcerwMasbers al4LW«
ptE•
i yS:•'• q41 11
•Mj�j
AMgM BC vd 12' dam. hafts (AS M A30]) in Ne centerotthe memberwAvasbers a1460 oc
/
ee •
2)AIMadsareconslderedequallyappfi Wallpll ,exceptff to asftmt(F)orbwk(B)Ma intWLOADCASE(S)secm Ptyto
//\tI. R
ply mlmecAons Mve been Movie re to distribute only loads noted as (F) or (B). unless MMlwse, ndlcated
"...........................
3)Wiind ASCE 7-16,VMDI Varph(3-second gust)NARRSimph,TCOL=6 BpsE BCDL=6 opsf, POOR, BsSa, L=2Tq eave=eq Cal
;MARCOS A. HERNANDEZ
It, Exp N Endosed MWFRSgo retlaonag, canleverleft add dgMexpsedm ; Laber 001=1 W plate gnp O01=16o
••••;••••••......••••••••••p••••
4) Pervade adequate Manage to prevent rater gonang.
eres am T20 plates unlessa
/ QQi 113878 yjp'
111 </CENSE��L:
6) Thr, Russ has head dedgned tar 10 a bothnom here mad
INe Pads.
O,r; : 2a4iri
PC nonrnncurrent with any Force
I1�SS%O...... G\�
T)' This trace, has been resV bar r a gas bad or20 opst on FIRE Wm U Bowin d ad Metals ele3re, a rectangleDMn by 2-DO eade
wall fit betweenMi Me mm could add am other members.
B) Pavme mechanical conneuted (by WwOs) of truss W bearing plate capable of woodcutting 331 m upMl alpml22 add 3461h upfn
at 15
aapht,5
COR F-12513
9) Graphical palan represeMatbn does Trot deparl8re we or Me onenglion of Me paean abng Me top and(or Wtlom choN.
November 19,2024
nhn�ian rtn Part=+
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RueolntlMou.seen
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Builders Fimi3aace (Carta ,TX), Carto0loq TX-5806, 8. 30mN yD4lk Tek oes, Mon Novt8fli Doi0PCW
IO:ryBJastIVHk uxaiNd45My041kRIC2PSB]OHg3N59Pgn18w3uITXbBKWrCOoi]JIZIC'H
MO ES
18)17Haul
onm boareonnee340Oevlce(s)shall be pup at
suffered to greandd 47 In up atdeal1HBB0 Gowen a291bupat 4-7and 11 UD31b Gownand dd291buPat
P-38o340 Mean
an t3401b,a1and 4]Ib op M 281 ad 481b love an04]obyatMeannd 4711 Gown an04]o up at 6O-t$ and
Omm add 0]IboPof
BDt2 1340 o Down and 07 lb , IM aDD-i2, add o lb W add lb up at 12812, brof o Down and 4] o , at 1340lb oean n Down anp 47 lb oP rat b6-0-a2, 1340
d endedbond40]oop al 7-1onuthan clown add 4]ioPat 2Beo2,ash coObwn an]0]o W atis
nespnan0a348oticwn and 0]oup at 20-6t2 and i3480
tlrnm add 4] lb up at 24]-0m bollom eboN. The 0¢slgNselxtun of such amn¢Non Oevcq's) is Me respbnstllly of o8lers.
LOFOGISE(s) Standard
1)Bead+ proof Uve(ba6rrczd) Wmcer Increase=i 00, Plate Menthol BO
UnRmm Leads rom
Ved 1-14=1
25. 1&2-10
Concentrated! e Las go)
Vert 3=1100 9=1100 16=134000 24 1340(B) 25=-1340(B) 26-1UDUN 2]=-1340(B7 28=1340(8729=1340(B) 30=-134000 31=a34OUP 32--1a40(B)
33=-f340(B)34=1340(B) 35=t340(B)
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J
6
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262824 MiTeRIT1191istr'kS,lx Mon Nov 181151192024 Pagel
IO:7BJastNHk mmNr
yD4lkR1C2Pe8]OHg3NS9Pgn18w3oITXbGK Doi7J CH
233
6]-1
68d lot 0.11 11-0.] r t3-2-d
1Sit1]-]-0 r
1a. , 21-1112 2b2-2 i 21r.
233
2-1-t3
2-1-1-13 2-1-13 2-t-t3 2-1-13
2-2E 21.
2-26 2. 2-2L 2-114
5®LL=1G3
3x4 —
zx4 4xs = 2R4 II ya _ .4y _ 2. 3x4 _ .4 II da = 2x4 se. _ z.4 II
RI2 RI 3. RI 4 Ri 5 14i s red ]RI R$ MR. tt R, 12 R 13, 441
j2 21 26 1s 1. 17 1.
46- ass MS= SxB� .12- .10-
b]-1 a-m11 13-2d 11-]R z1-11-fa 26.
b]-1 . a3s 4112 "12 .4 '
Plate Offsets (X Y 1 16 0.1 A 02�I
LOADING (psi) SPACING- i-30 C51. OEFL. In (bc] VUCd t/0 PLATES GRIP
TCLL 1000 Pate Grip 00L 1 W TC .28 VCM L) -014 t8-19 >9YJ 360 MT20 24N19J
TCOL 2s0 camber PHL 1 W BC 058 VED(CT) -041 n718 >765 24.
BCLL 00' Rep Stru Ina NO WE 073 Hm(CT) 009 t5 Na Ma
02h: MI BCOL 100 Com IRC21RP12014 MmS WIM(LL) 002 18 >999 240 Weigh 560lb FT=20as
LUMBER- BRACING-
TOPCHORD 2x6 SP 240OF 2 BE m2n6 SP OSS m2x6 SP M 31 TOP CHORD 2L-0 co Wrins(6D0 max) 1-14, except end veNcnK_
BOTCHORD 2x6 SP 24WF 20E or 2x6 SP OSS or 2x6 SP M 31 BOTCHORD Rapid ceiling directly applied or l To oc b2dng
WEBS 2x4SP No 3'Fxcr r
2-21,4-21419,6-19,&1],11-1],1146,1116; 2.4 SP 165OF 15E or
2x4 SP No_i or 2x4 SP SS
]-182 SP 240OF 2 BE or SP DSS or SPM 31
REACTIONS. (sire) 22=053, 15 5A
Re. Code 22=4319(LC 17),15=7008(LC 1)
FORCES. (Ion) -Max. ComWhlax Ten -All rorre52so pb7orkss except wren snmvrt
TOP CHORD 28557/J.'f8, 3d�55]YJ38, 45=14639541, 5fr14639/541.6-]=1856I/6t0,
1213- 56]/61O 4 141651954], 411=18519/54], 11-12=-t25961344,
1122-20N9 9641921i=]93126
BOT CHORD 21-22=203/459619-216-2079423,1&t9=b02/i6]]9, P48�i06(193]3,
1&1-59090 rt 2 t-1bg/ Rv%35
WEBS ,12 290" 619-1 VKV/5359&21�2]M54-21�3(E &18-172WS213863,
&19=2]8/44, 69A2-193/82 F18= 99on9, ]-18=-]]4/46, &t8=1216=-1,
&P=t143R9, 4P=-12324MV257 ]=992935, fl-06�5140/P3, 12-16=-12]8/46, S /
ili6=t83/6926, 111`.r=94&i126]
NOTES-
1)3ply was tobecomer together RuffinTom (0131° S-)mals as lolkrvrs;
Top m ads Connected as follows; 2x4-1 mw at Taro oc, 2,M-2 rw5 sag¢red at 0-9a ma
Bottom 'amconnected as falowz 2x6- 2 of shgerM at&9D«
.• p
Weiss Connected aromvi 2x4-1 thei a 09L or, 2x6- 2 was staggerM i&9-0 oc.4f
�(
2)MY dsamwnsuleredegl it appidWallpll ., pt Rmledas OoM(F)orback(B)Md inttle LOADCASE(S)Sell Pfyto
el x �j1MJ�j x
ply colmeclos, base been pmmicalto dSNbrde only loads noted as or(B), unless ottlelwvse indicated
, //� ;R
3)WUM ASCE]-i6;Vu11=115mW(&seCCndgusl)VasdSlmpN,TCOL=60psf,BCOL=GN,,sf, h,30R, B=55$L=27R, eaW-40; CaL
/••••s•••••......................
R Exp B Enclosed MWFRS waral I)armC Comer(3)me, WMlleverion and dghtexWsed C-0 for mergers and files&
/ MARCOS A. HERNANDEZ
/••••
MWFRSir macllons Swam; Lumber DOL=165 plate gap OOL=160
...................... •••
,I 113878 *
4) Provmanage connote to proved ¢eler ponfig.
Me
hisWssreasdesigned efor bottom late load l ose mads
warebas
qq�
y�%-/CENS1E
nallnt
6)TTn for 20owhere 3bo a® by 2Do
Ne goad p ME bIXlom
2aQ'ri
chowal aer
a of On rectangle vide
It
can ra between Me Mao. cMw add any Mira members
l SS/ONAIE-C'',
]) Load case(s)1, 2, 3, 8, 9.10, 11,12, 13.14,15. 16, P,18,19. 201es/bave been moNfiM. Building designer must revrcw Macs to
\\\\":�
val (oat My are mum Wthe Mtendea use of this noes
8) Graphical Purim representation does act depict he me, orMe orientation or Me Purim aMng the top andmr Mao. chow
COR F-12513
LOAD CASE(S) Standard Except
November 19,2024
onmi=n.n .an=+
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b
8. 30s5W 2024 MiTek �911 tries,�A�c Mon Nov 181151192024 Paget
IO sy JaWahl, mmNr MyD4lkRC?NB7OHg3NS9Pgn18w3uITXbGK Dol7J CH
Loan CN M(s) Standard Except
1) Dead +R-f Fee (Mlancec) Lumber Imam e=100, PMIe lncol00
Uniform Loads (ptf)
Vert 1-]=156, ]-14-{ ,15-22=-13
2) Dead+O 75 Roof INe (balanced)+0 ]S Attic Floor Lumber Increase=100, Plate Inoevu=10f1
Uniform Loads (put
Vert 1-7=125, 714 -605, 18-22=-102, 1&18=13
3) Dmmd+Unlnbadlabk Atdc WNout Storage Lumber IncLea:e=125, Pate Increase=125
Undmm F. (p0t
Ved 1-" 714=511, 1622=25
8) Dead +06 MWFRS Wood (Pas_ Internal) Let Lumber Increase=160, Plate hrcrease=160
Unarm Loa15 (put
Vert 1-0 12, 73=468, 8-14=476, 1S22=43
9) Dead +06 MWFRS Wind (Pas_ Internal) RightWinder Increase=160, Plate Inrrzase=160
Undbml ILL, UPlg
Vert. 1-23<, 7-23=12 7-14-458, iS22�
10) Read +06 MWFRS Wool(Neg. Internal) Let Lumber lncmasc=160, Plate Inre case=160
Untmm Lads (p0)
Vert 1-0=-3$ ] 1"1215-2T 13
11) Read
+06 MWFRS Wind(Neg. Internal) RgdL WmM ftar. a=160, Plate Imam.t160
UnRmm Loads bad
Vert 7- 32, 7-14-518, 1S2 13
42)Dad+06MWFRSWlnd(P Imemm)1st Paalle[Lumb TIncrease=160,Plate Increase=1W
Unman Loads M
Vence-0=], ]-14-4]3. 1522-8
13) Read MWFRS WIM (Pis Ia emag 2M Pamllei Lumber la tease=160. Plate Incase=160
UNlorm Leads (PIN
VerL 1-0 2, ]-14-4]8, iS22=8
14) Read
MWFRS Wool (Neg_ Internal) lst Parallel Lumber Inaeas,i EO, Plate Incase-160
UnoTmm Lads (pit)
Vert 1-0 K 71"18, 1S2 13
15) Read 4 06 MWFRS Wind (Neg_ Internal) 2nd Parallel Lumber Increase=160, Plate I crease=160
Unarm Loads (put
VeR 1-]=-32.714-5121&22=-13
16)Dad.- LumberImoea5,090. Plate mute -090 PR metal190
,W. Lca05 (Put
Ved. 1- 31,]-14--51F1&22=]2,1S18=-13
1])Dead +O]5RCot Lry (Ml)+0]SAnk Floor+O]5(06MWFRSWiM(Neg_Intl Led): Lwnber Iperem,160,PHte Increase=160
.Moan Loads UoU
Ven 1-0 125,]-1"0518-22=10215-18=-i3
11) Dad+O ]5 RmtLrve (bet.)+O ]SAdc Lear +O ]5(06 MWFRS WM (Neg. Intl RgM) Lumber Increase=l6o, Plate lacnease=lSO
Unarm Lads (p0)
Vert 1-0 125.7-14 5.`&2 102. 15-18=-13
19) Read
+0]5 Rcaf Love (Cat ) + 0 75 Aft Fluor +0 ]5(06 MWFRS WiM (Neg_ Ind 1A Paadeg: Lumber Increase=l W, Plate Incmase=160
Unrtmm Loads (pm
Ven. 1-7=125, ]-14---60582 11021S18=13
Read
20) +0 75 Neutron, (bar)+0 ]SAtdc Fluor +0 ]5(06 MWFRS WOM (Na,_ Intl 2M Parallel)[ Lumber Increasr,i W. Phte Imfase=160
Umtorm Loads uff)
Ven: L-0 125, z14--605,18-2 1021518=-13
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5006,
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233 61-1 6a-14 a-10-11 11-w 11zd isbio 1]-]-0 199E 21-111 262-2 268-0
233 2-1-13 2-1-13 2-1-13 2 L13 2-1-0 212E 212E 212E 2-2-6 21. 2514
9®Ia=rasa
3x4. .12= a4 II axs= z.4 ,or 2x4
25 21 26 20 Zr 1a ffi
68- .12M1dam, 612=
47-1 &10.11 13N
b2-1 b}9 639
4. -
y,�5 = zxa II dxs =
29 1. 17
Om 4,12=
1 - 0 2111-R
.12 .12
LOADING (psg
SPACING- t-DO
C51.
OEFL.
In (tic] Vtlefl t/0
PLATES
GRIP
TCLL 1000
P6te Gnp DOL 1W
TO
043
Ved(LL)
-036 t8-19 >Bq 360
MT20
24N193
TCOL 250
Lumber OOL 1 W
BC
086
Vert(CT)
-053 i8-09 >594 24.
Mi8AN5
186DO?
BOLL 00'
Rep Stru Ina NO
WB
0A
Hm(CT)
010 15 Na No
BOLL 100
Code IRC2021RP12014
Maim -MS
WIM(LL)
00418-19 >999 240
Weldor 5651b
FT-2
LDMBER-
BRACING -
TOP CHORD 2x6 SP
2400F 2 0E mr SP OSS mn6 SP M 31
TOP CHORD
2TD CC Arms (6 )b max ) 1-14, except end vertkaK_
BOTCHORD 2x6SP2400F20EmMSPOSSm2x6SPM31
BOTCHORD
Rgld ceiling directly applied or l TO -0 oc IXacing
WEBS 2x4 SP 1650F 15E or 2W SP No 1 or 2x4 SP SS'Excepr
412.1115718. 26 SP 2400F 2 OF or2x5 SP OSS or 2x6 SP M 31
2-22,1215-19,6118,E-18,9-1T,12-16 2x4 SP No
REACTIONS. (size) 2Y-0.58, 15153
Max G2v 22=]9ZI(LC 1). 15-0652(LC 1)
FORCES. mr) - Max Coe, about Ten- All firees 250 ge orF s except xTen shman
TOP CHORD 1-22-455A,1-Y-sMVT 2�-153091034=-153091T4-235181056=-2361WO,
67 24999/0741-2499910,8-9=1T97110,9-11=1]9]110,11-12 7!10b,
12-13-AK W01415=-290N
HOT CHORD 21-22=011050, 19-21-01975d 1819-0/24645, i]-181 1P 6,16-17114 2 ,
i"6-05123
WEBS 222=10(6(1N,2-21=009821.4-21-600910.419=0[523$6-19=138911,6-18-0035,
518-0/4311, CA7-vM510, fl-P=WG5289, 11-iOUV0, 12-16=27D18,
13,16=061T1, 13-15-6506C
NOTES,
1) 3-pty Loss to be connected together won 10d IN 131'F3") nails as mlmws_
Top tlrorM connected as mlloas 2x6-2 rows staggered at Do 0 oc
probe cords connected as follows 2x6-3 taws Mm3gered at0-0-0oc
Webs connected as m6ows 2x4-1 may a1GAD aq 2v6-2 tawred 0.9-0 s staggea or,
2)ASWds=wnsldered equally app&V mall except IT acted as from (F)mLack (B) face In the LOAD CASE(S) sMua Ply to
pubs,
connagens Ra4e been to distribute only loads noted as or(B), unless Hoene mdlceled
ply pmNded
3) Wmd. ASCE 7-16. %RV1I mph (35ewnd gust) Vasd=Jlmm. TCOL=6 0psf, BCO1=6 Opsr, R-00R; B=55$ L=2TR, eave--0ft, Cat
ILFat BEndosed;MWFRS(deetlm¢I), caddeverleft arm dghtexposed; Lumber DOL=lWplategrtp OOL=160
fir; //V ;a
4) Pmvlde adequate d2lrege To prevent gate, Lond n,
................................
5) AS goes are MT20 platbs unless omeewDemd.aced_
fMARCOS A. HERNANDEZ
6) The buss has been dagned fm a 1O0 psf boom agate live load nommmcmreN with any offer Irve kwds.
f----1...................•••;••••
T)- This tmss has 0.cn Oeslgred tar a We bad of 20 Opsf on toe Wimm choN In aN areas emae, a rectangle 3bOfa8 by 2-DO vnde
vn6 fit between Me InBom chord add a, Mha members_
/ 11387E *p'
1 % •yj i
( OA :�/CENSER+'•�f
B c ood rtlnre Nation does acts the we or me orientation of Me tan teem motor bob0m chord.
mph press depict pmib along p an
Na
11`SS`idiZeG
a 32 In add It up
9) HT12.11m otheranimateddevbels)shall be1?In doe
Inderal(head
m support c12,
ar
8041
4111,down
113ted
add an
2�1$t132 mdogn add 4t lb up at401$113216 Mwn and 4l to up at 6-0.t$113210 dnvn and 4lmup al bO12,1132 m
add 41 t
��\""��
cram and 41 Ib up al 10-0.i$ and i13216 dwm aM T Ib up at 12-0-0$ and 2250 m down at lbl-0m bottom chord_ The
dbsgn/erebonorsurnrdnr midevir(s)smerespnnslblrtyofoMas
COR F-12513
LOAD CASE(S) Standard
November 19,2024
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Builders FimiSwace (Carta ,TX), CartoObq TX - 5006, 8. 30mN 20D4lkR k tries, Mon Nov1811i Doi0 Page CW
ID:ryBJastIVMk �amNrM8My0aIkRIC2PSB]SHg3N59PgnI8w3uITXbGKWrCOoi]JIZIC"H
LOAD 0113E(5) Glen0aiU
1) Dea . Rm1 bee (OaNnccV) LumUel ln[o a,l 00, Plate Inrseau l CU
Unon m LnaUs(Rln
Vert 1-00=125.15-2 -10
¢ CMnMa LoWs po)
Vert: 18= 2W(F)2d ll32(F)2�1132(F)26 1132(F)2 1182(F)28=1132(F)2�1132(F)
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e
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21
4';3
fir-8
wora
10.11-13 13-5-0
213
2-1-it
11-11
11-11
11-11 153
®@=1232
z.4 II
2. II
24 I z�.4
5x8 =
3x4
Sua =15ZI
15;71
2
5;�j315;�j
4 ry—I
lII
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12 13 10 14 15 0 16 17
11 .1.c 7x10- 8
SOM184N5- 5x12 MmAH5-
b613 8t0.] 133
6613 b35 4413
RW[(XVL 19 M1Jd M-iJ1111114bdfld-ill
LOABING (psi)
SPACING- 2-DO
C31.
GEFL. In
god VUeB Ud PLATES
GRIP
TCLL 1ada
Plate on, BOL 1Do
TC
064
VCdTF) T It
3ID >9Y3 360 MT20
24,V193
TOOL 250
LumMr OOL 1 do
BC
0W
VSRCT) -013
3t0 >Rte 24. Mi8AH5
18MM
BOLL 00'
Rep SV¢s Ina NO
WE
075
Hm(CT) 003
8 Na Ina
BOLL 100
both,IRC2021RPI2014
Maim -MS
WIM(LL) 001
&10 >999 240 Weight 185 11,
Flb- 0
LUMBER-
BRACING-
TOPCHORD 2x6SP24001`20E
or2n65P O3S m2x65PM31
TOP CHORD
2L-0CC Wrtins (511-9 max.) t-0, except end vertkaK_
BOTCHORD 2x6SP2400F20E
or 2x6SPOSSor2x6SPM 31
BOTCHORB
Raid telling directly applied os l To oc IXadng
WEBS 2x4 SP No3 'Esrdepr
2-10,4-10.4-%6&9: 2x4 SP 16WF 15E or 2x4 SP No 1 w2x4 SP SS
REACTIONS. (sae) 11=0.58, &D68
Max Up118 l l-162(LC 4), 8=-17MFC 4)
Max G. 11=49W(LC 1).8=5319(LC 1)
FORCES. M,)-Max Cmlg.flSvo Ten - All filces 250 IS) orless except when shown
TOP CHORD 1-11�6823, 2�9051AMO, 3 9051O904�-9119293, S6=-9119293
7�72 3
BOT CHORD 1011=18951459-10-3209580,&9=18W5191
WEBS 2-11---6291R23,2-10=-1M6105,&1 D-38199410-,vKcT%19=E M!3,
5-9-�811101, 6-S-145/5135, 6-8=-631 W24
NOTES-
1) 2p1, Wss to Be connected together wed 104 (0131 SY) nails as random
Top chords co rectal as follows ad-1 roc at ORC oc, 2x5- 2 rows staggered at 0-9O oc
Bottom ch olds,connected asfollows :2x6- 2 rw.vs Staggered at 07C Rd
Wefts tonne ter as follows 2x4 -1 row at 9,0 oc.
2) Al lads are considered equally applied to all p0¢, except R acted as Mont (F) or book (B) face In tho LOAD CASE(S) seCMo Ply to
pry an"whols nave been provided to distribute only loads noted as (F) or (B), unless muelxse ndicated
3) Wind ASCE 7-06 W8=115mph (3-second gust) VasdSimpu. TCDL=6 ops[ BCDL=6 Opsf, tt-�YOM1; BS5$ 1=25ft, FAA Ift. Cat
IL Ego B{ Focused. MWFRS Shnech.dde, moddeverleft and right exposed; and er W1=160 plate grtp OOL=160
4) Provide adequate dairage to prevent water hat ng.
5) Al plates are W20 plates unless otherwise indicated
6) TRUE tmss lac been designed M a 100 psf Whom cMrd live load nonconcurtent with any other Irve bads_
7) -Tills Wss has been desgnM fora Ins, lead of 20 Op lfn the lto0om cttad in a0 areas wed e a rectangle 3b0 MR by 2-DO wide
will fit between the InWm cMN add on, Other, members_
S) Pmvlce mechanical connection (by aided) of truss W bearing plate capable of wthstaMing 162lb uplift alpmt 51 and 175In uplift
At pled 8_
9) Graphics!
purls represeadOdoesn Os trot depict the sae or Me orientation of Me pall along Me top and/or Whom cboN _
10) Hanga(s) or other cann mbon deNce(s) shall be provided sNbcie d to suppwh mncenbaled starts)1122 M dawn add 49In up at
2-&12,1122In down and 49In up M TO 12, t 1U to down add 49In up at 60.12. 1122 M down and 49 N up at TO 12, and 1122
M down and 49 M up at 100-12, add 112211, dawn and o lln up AT 12012 bo bo8wn chord Tire deslgNselecdon of sOdl
mnnMlon devlce(s) s Ne nsponsnlNly of Mhers.
LOADCASE(S) Standard
� ngnnaN nn nanp2
pwA- V"own,elomemreanitRewoaore ONTUBAnoIacwceoMnexRaeneacerneew-rns—rdtoemseeroneuse.
�aro
ny atrdes
Naeermm wweM as
m%v. an ouanydn mm�aM
a,daeslumR,Sda ,-nUSURUInrmmSrS, �pue rmmve swea�eleumog component Aamuewm puxwaeommCnennom)sMam
YR !1
VV
MARCOS A. HERNANDEZ
....:......................
:....
113878
COR F-12513
November 19,2024
MiTek®
Jab ITn « �Tvss Type
ONIT-18 N/III BmXO6 Fla[CaJx
aullaers Umis—(Came ,TX), Cauo on, TX - soofi,
LOAD CU%M(5) SandarU
1) Dead. Rm1 Llve(MNnucV) Lumael ln[rea l 90, Plale InaasE,l CU
Undom Loads(pin
Vert= 1-7* 8-11=-28
Con[enVeled Loads poj
Vert 12 1122NU 13=1MQN 14=1122(B) 1�IM(B) 16 1122(B) 17=1MQU
P
R85395600
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R1539Ill
UNIT-18
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1
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Builders Firsl3axce(Carta N/m
,TX),
Cano6bn, TX-
5006,
Job Reference/g^/ )
6
8.30a 262024 MiTeRM9listr'kS, lx Mon Nov 181151212024 Page'1
ID BJaatldNk cnerf! MyD4lkR1C2PSB]OHg3NSgPgn18w3NTXbC.K Doi]JIZICH
2$10
b9-It
TIL15
9b2
11-N 13-10.]
1G19 161R 20.}2 2239
20 0
2-31
211
2-3-2
2-}2 2-}2
2-}2 2-}2 t-ta-fi 2-1-14
® =13.a
.10 =
a4B
2x4 II
2x44 II
rasa II ere= a4 II 3xt4L= w�52=
sza=
AS
3.e=
IST 2
S,
3
�
4 5T
IXI
FLi IRI
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45=
22
4A 3
42
23 tg 241. 25 17 2d 27
Sx8— 5xl2M18AHS= .1.=
bb}16]
61 4T,
rs3n n-l-iT
1. 28 24 51 14 13
.12 .2 = 3x4 = 2x4
aS5 I-]-1a 2-1-14
LOFGING (psi)
SPACING- 2-0U
C51.
GEFL.
In "'
lMefl t/0 PLAIES
GRIP
TCLL tale
Plate Grip OOL 1W
TO
044
Vat(LL)
-02o flap
>9YJ -a MT20
244/193
TORT 250
Doctor OOL 1 go
PC
0]3
vsrduT
-02] 161]
>615 24. Mi8AH5
t8FR9
BOLL 00
Rep Stru Ina NO
WE
074
H0cdCT)
006 15
Na Na
BCOL too
Cade IR=VTP12014
Madda MIS
WIM(LL)
003 P
>999 240 World 464 to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x6SP2400F20Eor2x6SPOSSm2x6SPM31
TOP CHORD
2L0 CC Wdlns(6DO max) 1-1$ except end Wilicals_
BOTCHORD 2x6SP240OF20Eor2x6SPOSSor2x6SPM31
BOTCHORD
RgM ceiling directly applied or 10.00 oc Coang,
Except
WEBS 2x4 SP No 3'F crel"
2-19,4-19.4-1],6-1],6-16R l6,B- 5 2x4 SP 16WF 15E or 2x4 SP
No1ar24SPSS
RE UIMONS. Isom) 20=0.5E, M,05-8
Max Uplift 20=2WKLC 4),15=-381ILD 5)
Max Dice 20=6844ILC 1). 15=10054(LC 1)
FORCES. p)-Max. Complae117 Ten - Allfirres 250 do) or gas except wren Mown
TOP CHORD 1-20—V1266,12=2648,2-3=146II/SW, 3-0=14617/W445=201941696,
44-=20191416 6]=16W1552,]8--i6C01352,B-i(1=.M6I696,10.11=ag6/656.
11-02=-29NW
BOTCHORD 14A5=dl3/8032.1]-19-�i32/1]945,i6i]=b5]/18683, i516=312/&961,
14-1 %51129
WEBS 2-20=9651/3542-1�2G 9213 &l 19 lB64-t9�23113Z&l ]=952&59,
SP�98/12$ 6-1931, &16=3409/134, ]-06=42]/13$ 8-16=2A45]18,
8-1.r=t045M349,10.1Fc1034K#, i1-15-�ii6r]W, 11-t4=-]]6/i28, 12-14�6]/39
"Doc acing 14-15.
NOTES-
1) 3yty grass
to be connected together wM Mill A)131 NY) nails as follows_
Tap chords canceled as Rapti_ rasa-1 mx at 0.9C ac[ 2w6 - 2 ones staggered at 0-9O oc.
Bottom c8mds connected as(allows-2x5- 3 ones staggered at 0. ca
M, conntt@d as tognas: 2x4-1 now at GRC oc.
2) AS bads are considered eglIDlly alpSed to all pies, except 0 noted as Brad () or lem, (B) lace In 0¢ LOAD CASES) SecWrt Ply to
pry connections gave been Ma eft! to distribute only loads noted an (F) a (B), unless olummose ndlceled.
3) Wald ASCE 7-16; VW lI5mpb (3secwd good) Nec dSimpb; TCD1=6 Bpst BCD1=6 Bpst. h� B,55tt, L=2511, Sam, 4B, Cat.
ILExp B.Enclosed; MWFRS(drt9oreg, cartleverk:ll and tight expom Palatial; LubW er L L= =1 W plate grip OO1W
4) Poodde adequate drallage to prevent ureter pondsg
5) AR pbtes are W20 poles unless aftetw¢e Indicated.
6)Tba buss gas toed"gral for a to o psf bottom clwN lee load nommncunent with any lost lwe bads.
]) -Has M. has been deslgcced fora WeRall of 20 0o f on Me Logical chord In all areas xTwad e e a rectangle 3b0 d8 by e
.1 Fd between Me NMm cocoa add any Wirer members_
8) Provide me lanlcvl connection (by others) aloss to Learn, plate capable W vaVistaMlcg 2381b uplift at pint 20 and 384 b Win
at pint 15
9) Graphical pudln representation does not depict Me see or Me orientation of Me pudln along Me tap and/or eotlom cha if
rodonad - nan=+
Awn
YlT * I
VV :♦
MARCOS A. HERNANDEZ
....:......................
:....
113878 :ti.
COR F-12513
November 19,2024
MiTek'
-1 ac�l dean
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Dry ply
b IYJ6, R85395601
ONIT-18 BXO] ROOF SPECIAL GIRDER 1
often
Builders Flm,—.(Cana ,TX), Carnage. TX-5006, 8. 30s5� 2024 MiTek �911 tries,�A�c Mon NOv 181151212024 Paget
ID syWaatIVHk mmNr yD4lkR1C?NB7OHg3N59Pgn18w3uITXbOK Doi7J4 CH
NOM
10) Hungered or other connection devlce(s) Mal be plovAed sul&knl to suppst concent2led Mad(s) 91411, dawn add 46 M up at 2412 914Ibdown and 45Ib up at
4U1$ 914 M d. and 46 th up at 6612, 91411, ruched aIM 46Ib up at 88121454lb eager and W N up at 10U12, 1454 th dnxn and 60lb up at 12U12,14541b
dwm add 60lb up at 1" 12. and 10,111, daen and 6011, up at 16-0.12, and 14M W down add 60 th up at 17412 on boom rMN. The deslgNsekcllon otsucb
connMron deage s) s Me respxLsdnNy of Others.
LOAD CRSE(8) Standard
1) Dead
+Roof live delarced). lumber Invease=100, Plate Ino� easi ON
Unhory Loads U*r
ved: — 1-12500, ltT 20
Concentrated Loads pb)
ved 16=1454(F)2 914(F)2 914(F)24-914(F) 25-914(F) 2 1454(F)27=1454(F)28=1454(F) 29- 1454(F)
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ago
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AT a25 R M6 5®@=tY]3
as ll
2 3 �- 6 5
11 10 9 1 ] 6
2xp II and= zxs II Ad = zxa II
2xd II
LOADING (ps1)
SPACING- 2-0
C51.
GEFL.
In
pc) VUefl Ud PLATED
GRIP
TCLL 10a.
P61e Gap D.L 1D3
TO
038
VCMLL)
Na
- Na 999 MT20
2"lM)
TCDL 250
Looker OOL 1 go
BC
012
VeRCT)
Na
- n's 999
BOLL 00'
Rep Stru Ina NO
WE
067
Ha](CT) -0.W
] Na Na
BCDL Joe
Code IR=VTP12014
Mairk-P
Weld 49Ib
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4SP1650F15Eor2x4SPNo1wW
2SPSS
TOP CHORD
udu
Sh2ww l d saeaNing dlrealy applied or 5b -0orllns,
c po
BOTCHORD 2x4SP1650Ft5Eorat
SP Not a2WSPSS
except end veNcels.
WEBS 2x4SPNo3
BOTCHORD
Rigid ceiling directly applied or 64)0 oc Cmtlng.
OTHERS 2x4 SP No 3
REACTIONS. All Mushin s 8-90
(lot- Mar Ron, 11=5(LC 8)
Max Utah AIIop8010o lUor less atconds)6 exci 11=1020(LC 27).] 1290(LC 28),8=1289(LC 2]),
9=976(LC 28)
Mar G. Ailfe iom25010orkssaljolM(s)6,10excep111=1054(LC32),]l42(LC31),B=1405(LC32),
9=1124HO 31)
FORCES. M,-Max Comp.AM. Ten.- All forces, 250 US or kss except pother sh.
TOP CHORD 1-11=1O6N106T 1- 1214H2W, 2-3�121509. 3-0 116111156, 4: 558s5
BOTCHORD 9-10=]94cRa 8-�516512,]�]0N]02, 67�
WEBS 47--55 15],3>C138213]52-9=689188,1-1Y1615MG22, 91Y16telUll.
1 1811]18II
NOTES
1) Who ASCE 7-16; VuR-T15mpa (Tsecwd gist) VasdSimpa; TCD1=6 0psU. BCD1=6 0psf, h MN, B=55fl, L=25ft; ease m. Cat.
11; Fxp B: Enclrs al; MWFRS (dee 9oreg ale CC Comer(3) mne, caMllever left add aghtexpsed C-C Warroutinesand forces 8
MWFRS s rreacBons sOmm, Lumber DO1=1 So plate gap OOL=160
27Trussdesgredrorwlmv dginkeptaneolmethapor, Frrstudsexp tomnd(mrmaltomel ),see StamaWindusby
��
Gable End! DetaE asapplicable, or consul qualified dddp, designer as pCrANSaPI 1.
_�S�OF TF.
3)PmvlOe adequate drainage In preverd water pondeig.
p.
i yS: 9f 1/
47 Gaae regmres mn(m.as"Chum an" had"
5) Tress to be Nlry handtare "aced M degonal
�jMA1
sbeat"ed one or securely a chat oral movacent d e_ webj.
6) Gable studs spaced at 2-0L oc
+ �3 //�
])T"6 does has, torn designed For a 100 w thoOCm clroN lave load nranrrodait with any oOwf live leads.
............................
/MARCOS
8)' The truss has been designed! for a dewad of 20 opsf ch By, " mm Chad in all areas where a rectangle 3 0Me by 2TC wide
A. HERNANDEZ:
wR a between Me tollCm Chad ale any Mho evemcers_
�••••;•••••••••••• ••••�••••
9) Pmvade oratorical andar aon(b)Nbers)of Bass toTrading pte capable of entstarying 1001" iWAR at pinks) 6 except at-M)
11.3878
f9$1�
10)T"a502Bass has "eeBn designed for load 300 Wmba OOL=(133)PM@gdp 00L-j133j CCnnred Russ to
aTdald2g of ptl resist
11�`SS�QNAL"'G\�
drop leads along ketlom Chad Fmm GO 0 to 8-go for 3000 pR
%%ZZzz —
COR F-12513
November 19,2024
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pur
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LOAGING (pert
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Can.
CEFL. In
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PLATES
GRIP
TCLL 10D.0
Pate Gip DOL 1c0
TC
021
Ved(LL) -0@
] >993 360
MT20
2441190
TCDL 250
Lumcer DOL 1 W
BC
0T2
Vat(CT) -003
]A >9Y3 240
BCLL o 0 '
Rep Stress Ina YES
WE
o 36
Hmz(CT) 06t
6 Na Ma
BCDL 100
Code IRC2021/1PI2B14
MatUc-NS
WMNLL) 0.00
] >999 240
Werght 50to
FT=2(Y%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w1SPS5
TOPCHORD
ShucN2l wood sheathing directly
applied. except
end vedlrals
BOT CHORD 2x4 SP
1650F 15E or2x4 SP No 1 w 2W SP SS
BOT CHORD
Rlgld ceiling directly applied.
WEBS 2x4 Sp No
REACTIONS. (sled) B=MeclNnraL 6-YAechanral
Max go. 8=50LC 8)
Max UPIIB 8=-29(LC 8t, 6-31(LC 8)
Max Gray 8=1142UC 1).6=1142(LC 1)
FORCES. (at - Max Com,rpho Ten. -All faces 250 SM or less except wlren shchn.
TOP CHORD 2� 21011%, 3 12091199
BOTCH0rm 7
t881955, 6- 1751918
WEBS 2�130141 9, 2-]=21/350 3-7-1461108, 4-]-10(412, 4E=1274Zc 3
NOTES-
1) Wit it ASCE 7-16, VuV115mx ph (3-swd gust) S lVasdimpI,, TCDL=6 Opsf, BCDL=6 Opsf, h� ft, B=55$ L=LSR, eavc=4ft, Cat.
IL Exp N Encased, MWFRS (diMlonal) and CC CoroxUBeone, caMlleWraft and nghtexpose0 C-C her members and tortes 8
MWFRS torreaclans shown, Lumber D01-160 plate gdp D01-160
2) WwMe adequate drainage to preya8 eater pondmg
us .
3) The buss Ims been desgned nor a 100 per Whom chain live load nonwncunent with any other live bads_
4)This terse has teen designed her a Bee lad of 200pst on Me Corder chad In all areas where a rectangle 3 hill by 2-0O vide
WR In national de WMm chard add am oBRr members_
5) ReRr In glyderts) for Vuss to Vuss connecWn,
6) Pmvlde meclanlwl connection (by others) of Buss to neanng pate capable of wthstaMing IDo d uplift alpmt(s) 8, 6.
]) This hues dentin requites Nat a minlmum m 7116-sNxtural wore sheathing sheathing Me applied Many to de top crew gyps and 12-um
slreehock to applied did" to the Bom chow
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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Carto6bq TX-150O63PECLlL SUPPORT 8E30 Sw' Y62p24 MiTek M1killhies; Mon Nw 181151232024 Page 5604
ID:ryEJaWoRkk ramNr My04lkR1C2PSB7OHg3NS9PgnL8w3uITXbGK Doi7J CH
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LOADING (psi)
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C51.
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In
(bc) Vdeft Ud
PLATES
GRIP
TOLL IWO
P6te Grip DOL 1 W
TO
018
Ved(LL)
Na
- Na 999
MT20
244/190
TCDL 250
Lurnlrer OOL 1 W
BC
014
Ved(CT)
Na
- Na 999
FELL 00
Rep SM2are
Horz(CT) -0.W
6 Na Na
BCDL 100
IRC2Ina 021RP120 40
MaBV
P
Weight. 4011,
Flt- 0
LUMBER-
BRACING -
TOP CHORD 2,4SP1650F15Eor2x4SPNo1w2WSPSS
TOP CHORD
Structural wood sheathing dirmAy, applied Or6-0-0
oc p pins,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No1 w2WSPSS
except end verecels.
WEBS 2x4SPNo3
BOTCHORD
Rigid ceiling directly applied or&C 0 oc Mating_
OTHERS 2[4 SP No 3
REACTIONS. All Neatings 7-2A
(Ith- Max Ho¢ 10=5(LC27)
Max Up1M All uplMlDDlb.,IesW nt(s)10.pl6 954(LC28).] 57(LC27). =1010(LC28).
=1@2(LC 9271
Max G2v Akre iom2501horks al)oIM(s)10except6=10W(LC31),T=1093(LC32),8=1135(LC31),
9=1136(LC 32)
FORCES. am -Max Comp Wax .Ted. -All once, 25D Vid or less except vNen shwa.
TOP CHORD 12�1Br319,2�8253B24,3-0 378n319,45� AmNS
BOT CHORD 9-10 30(320, 8-9=930920 ]A-184/.f80, FT-8840130
WEBS 4-0 1Ul11072, 38 51 N1 74,2-9- 1119111192T-154&1549, 4fr1340(1346
NOTES-
1) Wind. ASCE 7-16. Vu8=1 I5mph (35ecwd gist) Vasd=Jlmph. TCDL=6 Opsf, BCD1=6 Opst. h,301t; B=55$ L=25R. eav,2R, Cal
IL Exp B. Endorsed. MWFRS (m adonal) add C-CComer(3) rune, GMAever left add mgniexposed C-C or memAers and ounces &
MWFRS or maclo e, shown, Lumber DO1=1Ad plate gap OOL=160
2)Trussdesgnedorm cadsothe Baneofthetrussonly For Mudsexlwsedtomnd(mnmaltome1 ),see StawaMIndu y
Gable End Heads as applcaMe or Moore qualified Wiling designer as per ANSITPI 1.
3)Prwide adequate dramwge o prevent wear ponQg.
4)Game
_�� Ti
QT.
Ti 11
negate, conbnwas bottom choN beaam]_
5) Truss to be oily sheathed from are face or=md, b2ced against ateral movement p e. mamal xClq
pS.C•••
yS: '9S 11
A��j
6) Game sods spaces!at 2"d ac
/ A 1
T) TIE trusses teen dared M a 1 o O psf mHom cRwd live load nomancoment with any other live bads_•';w
8)- This Wss has been desg Vora Ine Mad of 20 Opsf onthe Cotom Mvol choed in a0 areas we a rectangle 380 MR by 2-DO e
/•••••••••.......................
wit IT between the betbm clrom add any other members_
�MARCOS A. HERNANDEZ
9)Pmuce, mechanical Connamn(by others) or truss o beaing plate capable m wthslanding No lb upM atpmt(s) 10 except BEM)
:..................••••;••••
,� •Q•
6=954 7=957, 8=1010 9=1D22-
f dragload of 30000 ff Winter
10) This Mar, has Been V OOL=(1W) Pla", DOLgi 33) Connect mass to resist
113878 -*
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Wtlnm[ned
deg bads fmm 0.0 o to or 30
along
I���SS�ONAIE��'\�
COR F-12513
November 19,2024
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LC4
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CarroCbq TX- 5006, B. 30s5 262026MiTeRM9list ,lx Mon Nw 181151232024 Pagel
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PLATES
GRIP
TCLL 100.0
Plate Gip DOL 1 00
TO
0 56
VM(LL) o 13
4-5 Nd8 360
MT20
24,V190
TCDL 250
Lumcer DOL 1 W
BC
049
VeMOD -026
45 >326 240
BCLL 00
Rep Strgs Ina YES
WE
040
H.ACT) Oat
4 Na ma
BCDL 100
Code IRC2021 FF,21)14
Mathx-
WMNLL) Rod
5 -- 240
Waght 37 to
FT=2(%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Ea2x4SPNo1MMOSPS5
TOPCHORD
ShucN2l wood sheathing directly
applied. except
end vedlrals
HOT CHORD 2x4 SP
165OF 15E or 2x4 SP No 1 or 2W SP SS
BOT CHORD
Right telling directly applied.
WEBS 2x4 SP No 3
REACTIONS. puxe) 5=0.5$4=Mecbaulcel
M.M. 5=a(-8)
Max Uplld 5=-23pLC M) 4=26(LC 8)
Max Gray 5=934(LC 1), 4=934(LC 1)
FORCES. that - Max Com,naho Teo- All aces 250 Sm or less except wlren sbmm.
TOPCHORD 1�33KM. 3-0=33385
OCT CHORD 45=2WSSR
WEBS 25=11182782-0 111 C291
NOTES-
1)And-ASCE]-i6, Vu11=115mph(3- gl grog) VasdSimph. TCDL=6 Ops[BCD L=6 Opsf, h�Oh; B=551E L=5R, eavc=4ft, Cat.
IL Exp N Entlosed, MWFRS (dcMlmug arm CC Comerj3t Ane, raMAever left add night ex used C-C Pow members and arras 8
MWFRS for reactions shmm, Lumber DOL=160 plate gdp DOL=160
2) Wwlde adequate mandige to proven eater pondmg.
3) Ths buss has been desgned par a 100 W Whom claw! live load nanwncunent with any other live Marts_
4)`This has has seen designed for a Beelead of200psl on the Cohom chad In all areas where a rectangle 3 el by 2-0 vide
WR r! Oelween Me Wgmm amid add a, max, members_
5) Refer to goden(s) nor ass to buss mine pans
6) Provode merlcwcal connection (by otheed of Buss to aeanng plate capable of withstand! ing IDo m uplift alpmt(s) 5 4.
]) This Buss desgn requhes Nat a common m ]]16" sNxWml won sheathing Me applied directly t0 Me mp cMN gypsu and 12° m
stm ehock to applied moolN the
e Oom chow
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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2-1M1fi
2-1M1fi
Truss Type
Ja kC1u
CartoI-,TX- 5006,
S]J
2R-14
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R15395116
5
1262024
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ID ryBJaaUMUkr mNM My84lkR1C?NB7OHg3NS9Pgn18w3uITXbC.N Doi7J CH
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5®1e=1.185
2x411
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CST.
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PLATES
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TCLL 10D.0
Pate Grip DOL 1Ed
TC
044
VErgLL) 006
] >999 360
MT20
244MMU
TCDL 250
Lumber DOL 100
BC
038
Val(CT) -0W
] >999 240
BCLL o 0 '
Rep Strgs MEr YES
WE
o W
HoEACT) 0➢3
6 Na Ma
DCDL 100
Carle IRC2021]TP12014
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WMNLL) 0.01
] >999 240
WeJgM 58to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x43P1650F15Eor2x4SPNolorMOSP55
TOPCHORD
Structural woo050eatMng directly
applied. except
end verhods
DOT CHORD 2x4 SP
1650F 15E or 2x4 SP No 1 or 2W SP SS
NOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No
REACTIONS. (sae) 8=0.58, 6=Mecbaulcel
Max HDrz 8=](LC 8)
Max Uphold 8- 3MLC 8). 6—ID(LC 8)
Max Gray 8=14]4(LC 1).6=1474(LC 1)
FORCES. (at- Max Coach Wax Ten. -All Mdxr250(art or less except wlren Sarnia
TOP CHORD 1d MVEUO, 2-3=2274=8, 3-0 227=5 325/68
BOTCHORD ]�30811]94, 6T=284]1692
WEBS 23=202D/3422-7-3M567,3-7- 411364-7—GWD3, 4L=19521339
NOTES
1) Whit ASCE 7-16, VuV11ttw 5mpb (3-sa gust) VasdSimpc TCDL=6 Bps[ BCDL=6 � Opef. hOft, B=55$ L=LSR, eaA,4ft, Cal.
IL Exp N Enclosed, MWFRS wh Marug aM CC CcUREU Crone, ra MIeWr aft add righttexposed C-C her members and forces 8
MWFRS for reactions sbmm, Lumber DOL=1 SO plate gnp DOU-160
2)WwMe adea le connote to paver8 eater pondmg.
3) The Mass Use, d rrd been tled! for a 100 per Whom chalive load nonwncureent with any other live bans_
4)' This Mori has been designed Mr a Bee lad of 200p9 on the border chard In all areas where a rectangle 3 tall by 2-0 vnde
WR fit Oelween Me Wimm chard add am oHv S members_
5) Rater to gnder(s) tar buss to Mass mdirectin,
6) Provide Mechanical camcorder (by others) of buss to bearing pate capable of withstand! ing IDo a told alpinips) 8, 6.
]) This Russ desgo requhes Nat a minimum of 7116" StructuralwaM sheathing be applied Energy t0 Me ap cMN and 12' gypsum
sheebock be applied directly
y to e Bochow
YR !r
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss �TvssType Ory PIy
6 R8539560]
DNIT-18 D84 Ma�wp4N Suppartetl Gffik 1 1
Job Reference g^/
Builders FrslSaace (Carta ,TX), Carrollton, TX-5806, 8. 30e5 MyD4kR NB70'k,Ix Mon Nov1811i Page
ID:ryBJastIVMk �amNrMSMy041kRIC2Ps8]OHg3NS9Pgn18w3uIT%bC.KWrCOoi]JdzIC"H
4ao
a Dd
1. II A" I� zx4 11 s®r=1-t3z
2 oz 12 3
fi
4
zx4 11
zx4 11
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LOADING (plea)
SPACING- 2-DO
S.
.EFL.
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Bad Well W
PLAIES
GRIP
TCLL 100.0
P6te Gip DOL 1 00
TO
016
Vert(LL)
Na
- Na 999
MT20
24 190
TCDL 250
Lumber DOL 1 W
BC
002
VeMOD
Na
Na 999
BCLL 00'
Rep Strgs Ina YES
WE
013
HgCgCT) 000
4 Me n2
BCDL 100
Cate IRC20217P12014
Magda
Wardt 1810
FT=20ao
LUMBER-
BRACING -
TOP CHORD 2x45P i650Fi5E
or2x45P Not w2w15P 55
TOP CHORD
StrucN2l wood shemgng Ulretly applltlw440
oc Wrllns,
BOT CHORD 2,ISP 1650Fi
5E or 2x4SP Not w2WSPSS
except end veNfals.
WEBS 2x4 Sp W3
BOTCHORD
Rgld telling directly applied or 1 Do 0 oc bat ng
OTHERS 2x4 SO No 3
REACTIONS. (size) 6A No 4=4-0o 5-TO I
Max H. 64(LC 8)
Mar UPS 6—BLC 8).4=7(LC 8), 5,-05(LC 8)
Mar G2v S4OMLC 1L 4 8(LC 1),5=585(LC 1)
FORCES. Old -Max Comp.Mlax. Ten - All firees 250(N) or less except wren sdwm.
WEBS 25 545]153
NOTES-
1) Who] ASCE 716, Vult=115mph (3-second gust) Vas ]mph. TCOL=6 DpsE, RODL=6 0psf, h O0ft; BS5ft, L=25%eav,2R. Cat.
IL Exp B. Focused, MWFRS (dlrecfiona1) add CC CoAmOu zone; caurdmor oft and night exposed C-C for murders and forces 8
MWFRS per reaclbns sftwm; Lumber DO1=160 plate gap DOL=160
2) Truss desgned corwlM bads m me plane or Ne trussany_ For stWs exposedto wind (mural to Me feet, see Standard Industry
Game End Oetal6 as applraUte, or consu8 quallfietl t urUing designer as pe, ANSIRPI 1.
3)Prounde adequate Urmnage, to pol water no.,
4) Gable regmres cong hous gM.m chord!heard.
5) Truss W be Why
sheared from one Face or securey o2ced Atlanta Nterat movement (ten capons] went.
6) Carlo arms space! a 2-0-0ric.
]) This Mass tpas been tle adem rw a 1D 0 pet Whom cLwd live load nommncmrent with any other Irve bads.
8)- This Mass has 0.cn designed! par a We lead of 200psf on the Wttnm them in au areas Mere a resume,3 (, ae by Mvide
wig IS between me NBom chord add an, otter members_
9) Provice mechanical connection (by equal of miss W bear, plate capable of v4Viewiding 10011, uplift at)omt(s) 6, 4, 5
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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MiTek®
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Druilders U.S..... (Carl1TX), Cartotlbn, TX-15006,Ty QW 8tiWs SoP-162024 MU`Vdlis1 , Ix Mon Nov 18115125 2024 Pag3e 1608
ID:WELlastIVHk axmNr MyD4lkRC?NB70Hg3NS9Pgnt8w3uITXbGK Doi7J CH
0.1-8
H
t 352
143 11 4x5= 1i[] 11
3z6= 5x6= 46= 3x4= .= 1 �� .4= L4= 311 FP— Son art=
1 2 3 4 5 6 T 8 9 18 11 12
4rfi= 5vb= 4x5=3ag MI.. FP= 1.3 II 3x4= as, 4x5= edfi 4L=
bb SP=
3.4 _
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1.2. A 1-0
• 2-so z6a 2TT i sb-o
2Ro
1. 2-1.
Plate OflseofXYl 15DATEdl R3Edorl 117&1-0ECoel 124 &1-0 011 1250-1d 0141
LOADING (ps1)
S-CIRG- 2-0U
C51.
OEFL. In
(bc] VUefl t/0
PLATES GRIP
TCLL 600
Plate Grip DOL 1 DOTC
OT9
Ved(LL) -031
P >BIX4 360
MT20 220N93
TOOL 250
LuDOL 1 DO
BC 0%
vcrduT -0 Do
i6P >425 240
Mi8AH5 169/62
1
BILL 00
Rep StrumMr
Ina YES
WB 0A
Hoa(CT) 011
13 Na Na
BCOL 100
Cctle IRC2021RP12014
Mabol
Weld: 112IS FIT E =20%tt%E
LUMBER- BR DCIRG-
TOPCHORD 2x4 SP 1650F L5E or2xd SP No1 w2W SP 5S01 1 TOP CHORD
Structural wootl sOeaNing
Ulredly appllM o142b oc putllns,
BOTCHORD 2x4SP1650Ft5E or 2x4SP No1 or 2W SP SSUC)'Ex[epY
except end veNcels.
11202W OF 240OF 2 BE or 2x4 SP 2400F 20E a 2x4 SP D55(0at) BOTCHORD
Rigid telling directly appllel or 1" Doc babes, Except.
WEBS 2x4 SP No 3(nag)
2-2-0oc Mace g.19-21.
REACTIONS. (.c) 23=05$ 1395d
Max G2v 23=1542(LC 1). 13-1542(LC 1)
FORCES. (to) -Max CompaBax Ten -Alifirral goorkssexceplwlren shared.
TOPCHORD 2�2556i1, 3-0 1710,i-Y8M05E=5780N, 61=-578000, 7S539310,
&14=631", t IT t=-2556U
BOT CHORD 22-23=0/147$ 2122,Q3588,19-21=N4997,18-12N5780, 1718=0,5780, 16-II-03122,
1S16 rg5gra 14-15-09585, 13-1&tN1473
WEBS 11-13=-208(/02-212079/011-14=0116102-22=Ctl611, 1&14 153100,
3-22=15390, 101`✓0/1082. 321=0110l &I5=1024N, 4-21=101 V0, 8-16-D1590,
4-T9 Gm1, 7-16=530N, 5 1- 79 vT 7-17=2491469, S18=-1171257
NOTES-
1)unbalancedBoor0velods1 Veenconseredrortlnsaesgn.
2) All plates are MT20 plates unless propel inOYa@0
3) The Fabrication Tolerace a1)onrt 20 =11%
4) Recommend 2x5 shopiks, on age, space0 a11" 0 oc an0 fastened to each Buss wth 3-100 IN 131° X
3") nal5
Strolgbads to be attached to walls 9 Ncti order end or restrained by other means
:♦
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss
Dry PIy
R85395609
DNIT-18
F82
�TvssType
Flom
1]
1
Job Reference g^/
Builders Fimi3aace (Carta
,TX),
CartoOloq TX- 5806,
6 Mon Nov1811i Page
8. 3mm
MyD4kRC?NB7GH 3NS Doi4 CW
ID ryBJastIVMk �mrnNrMSMy041kRIC23B]OHg3N59Pgn18w3uITXbC.KWrCOoi]JdzIC"H
.1.
HH10�
i�]� 1 � a a
s�=145fi
Lfi=
4d= 1[fi= 3xfi FP= OtS=
11 12
4ad= L18 M13MB EP 1.3 Ls= 1,co 9x5= 45= 45=
46= 45- i10 M189MS FP=
D
2F3a
134E
11.
Plate Offs ofX Yl-
115 Food 04181130 GAd 0-TTI 1310-1-000.141
LOADING Oleo
SPACING- I—
C51.
OEFL. or
I-) one. "D
PLAIEB GRIP
TCLL 400
P6te Grip DOL 1 DOTC
085
Vetl(LL) -051
22 >6% 360
MT20 220N93
TCOL 250
LumQx OOL 1 W
BC 062
verICT) -0%
22 >329 240
M18AHS 169M62
BCLL 00
Rep Stru Ina YES
INS 070
roa(CT) 014
15 Na "
BCOL 100
Card,IRC2021RP12014
MaYmS
Word 14]10 FT=20%E 11%E
LUMBER- BRACING-
TOPCHORD 2,4 SP 165OF 15E or 2x4 SP No 1 or SolSP SS(flA) TOP CHORD
Shuctu21 word s0eal direM appllM m2-2-0oc purilns,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No1 or Sol SP SSNCa _.Pr
except end vernal
17-27 W OF 2400E 20E or 2x45P 2400F20Ew2x45P O55(flaY) BOT CHORD
Rigid ceiling direay appllel or
1 M 0 cc bocTg
WEBS 2x4 SP No 3(nag
REACIIONS. (.c) 29=553, 159.5d
Max Gov 29=131 SIC 1). 15=1315(LC 1)
FORCES. (10)-Naar Con,aaho Teo -All forces 250 p0) or less except when shown.
TOPCHORD 2�225;So3 3945N,4b=-5185o 5E=S9SUCE67-4a M,7S433N0
8-10=596M0, iO11- 51"vg 11-12a944/012-13=-2 SeD
BOTCHORD 2829=0/1268, 26-28� 200, 252 01466224z.cw56n. 2124=0/G24522-23=0.6245.
- 21016245.2021=0i6245.19-20=156n. 18-19=(w4661. 16-1 8=W320D.
1516=011269
WEBS 2-29 l79 0,2-28 1462&28=1409/O.b2 011108,426= M6N, 425=0/]]8,
5-25=I31I0 5-24=N428'o-24=-0c610, 1315=1]9QAT TT16=N1462 12-16=-1409N,
12-18-0111 07,11-08=1066 ),11-09=W7]8, 1019=731N, 10 20.D/427, &20=4064
NOTES-
1 ) All plates are MF20 plalg unless oNetwSe 1nOttateO
2) A0 plains are 3x4 MUD unk:ss o arowee nMlca(etl_
3) Recommend 2x65Mm]Cacks, on age, special al 1" 0 oc as taste dto each tress adh 3-101(0131°X3")na15
Sgomparks In he 38acha to walls al their order ends a dendona by otet means
a) BARTON. Do not great tress haclrwams
:.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jab Tn«Truss Type
UNIT-18 N/III FF003 Floor
ne Builders reetoa(Ceno ,TX), Carrollton, TX- 5006,
I oo 11 3x6 = hd = 19a 11
i z 3 a
1ZN 7-1
14 13
3xd— .= 3.
pry Ply
/g^/ ) R15395610
3 8. WsS 1262024 MiTeRM9listr'kS, Ix Mon Nw 181151252024 P.,1
ID:syBJaoaW,k r mNM My84lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7JI0.ZII W
1G8 r1a
® =1221
uc+ II
3x4= as= 36=
IS
12 11 ID
1.3 3A'r-
2-]-0 a-2-0
ta80 1.
]-]F Sfi8
2L-0 1.
Plate ORsets(XY1—
50.18 E6x1 ft30.1A EMeL N60.1-0.0.1b1
LOADING (psi)
SPACING- 2-0U
CST.
DEFL.
In (bc] lMefl t/0
PLATES GRIP
TELL 400
P6te Grip DOL 1 W
TC Od]
Vert(LL)
-0091i-12 >9Y3 360
W20 244]190
TOOL 250
LmnCer DOL 1PC
BC 0]9
VeA(CT)
-OP tt-02 >955 240
BOLL 00
Rep Sd` Ina YES
WE 041
Hoa(CT)
003 9 Na Na
BCDL 1 to
Code IRC2 l P12014
MaVkS
Weight 721b FT=20%E N%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650FT5Eora4SPN01or2WSP3S(0A)
TOP CHORE)
Shuctudil wood sheathing directly applied w6-0-0 oc pudins,
BOTCHORD 2x4SP1650FN t5Eora4SPo1 orw SPSS(0 )
except end vernals.
WEBS a4 SP No 3(0ag
BOTCHORD
Rigid ceiling directly applied or 10.60 cc ancig
REACTIONS. (.c) 15=0.5$?-0 B
Max G. 15=992CLC IT _ .A4(LC 1)
FORCES. (10)-Max Comp Mlax. Ten -All forces 250 IS) or kss except wlren stmwo
TOP CHORD 21 1453N, 3 2345N, 4 5=234510 Sb=-MIAT 57=14NM
BOTCHORD 1415c0B84,1&14=VUGO 12-0Y@2345, 1112-TaM5, 10.11-0afai, 910-0512
WEBS 79 128610, 215 128010.710=0871, 2-14=N846, F10=799I0, 3-14 T(T
6111/ &13- r , 51"ODM0, 413=-29=
NOTES
1) Un n lnnced floor We bads Have been consxJeded 1m the desgo
2) Recommend 2t6 strongWole,, on age, spdoed al Igo 0 oc and Rd tened to each buss votb 3-100 (0131-X 3") dolls
StrorgeoG to be a8acbedto xalls at NeV outer ends or hadoined by other means.
3) CAUTION, Do rot erM Vuss hackwards.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Ivoro 473-1�3GEFGIREUSE.
Mill
Jabvss �Tvss Type
UNIT-18 F04 FLGOR GIRDER
Builders Fimisnuve(Cenn ,TX), Barrage ,TX- so06,
0.1E
H I�. I 2i,
ply Ply
) R85395611
1 8. 35s Sep"62624 Mi.2 4/g^/ strieS, Ix Mon Nov 1811 M 262@4 Page
ID:WBJaWVHk axmNr MyD4lkRfC2PSB7OHg3N5gPgn18w3uITXbGK Doi7J CH
W
p1
s® -i3Tz
y5 FP=
S 1 FP=
zc II
sxfi II
ns II
4.6 II
N.g
4
s
6 7 a
s to 11 12 13 14 1s
f{`1
'J21�3 \\\
30 it
23
27 2'
AZO
23
22 21 2a 19 1. 17
15v3
3ei -
3a4 -
d'4 - 1 SC, 3i4 c 3%4 c 34 -
3. FP=
1.3
}9g }
3S 12
22-54
1a812
Plate Offset, CK Yl- 15"0 112601d Friend 290-18.0zu two 1A
LOADING (psi) SPACING- 2-0 CST.
GEFL. In
(bc) Vdefl t/0 PLATES
GRIP
TCLL 400 Plate Grip DOL 1 W TC 015
Val(LL) -0 W
20 >959 360 MT20
244/193
TCDL 250 LumOer OOL 1PC BC 043
VMRCT) -014
20 >999 240
BCLL 00 Rep She's Ina NO INS38
Ma(CT) 003
16 ma WS
BCDL 100 Cade IR=VTP12014 MatmS
Weight 3121b
FT=20%E 11%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(8A)
TOP CHORD
Shucluml wootl sheaNing directly applies m6-0-0oc purllns,
BOT CHORD 2x4 SP 1650F 15E or2x4 SP No 1 a w sP SS(8a)
except am morals.
WEBS 2x4 SP No3(flat)
BOTCHORD
Rigid ceiling dimay applied a 6D0 oc Mating_
REACTIONS. (size) 25=0.5$ U6 S
Max G. 25=253MLC B) 16=1251(1C 4)
FORCES. Bid) - Max Comp Was Ten - All forces 250 IS) or less except when shoei
TOP CHORD 1-28� 02 2-YWIKG,3 C1982,45IX198$ S 7895T4, 68=2568M,
B-�U"C 910 984N, 1011�929M,11-12�3T&U, 12-14=20mdU
HOT CHORD 2Y28�569M, 262T= ,2526=1 DeVo 242i-1279/Q 25-24=-11&1840,
P 23-QM248,212,QQ984,2021=03984,19-20=W3984, 1819=0/3S21, 17-18-028&5
16-n=W1230
WEBS 2-281/804125=-124GAE 326=0/740,1416=-i6wN, 525=-196VT 14 17=Wi239,
5S4 J616,12-1=116M.6-24=155M.12-181/r11823=W1086, 11-18=647M,
823=1013M, 11-19= M / eZ 822�11, 1819=245253, 522- 7030, 2-26=90810
NOTES-
1) Fastentmssestogetnertoanasasilgleuntasperaaedamindusby&W.orloadsaretobeevensappl dtoa1Ia
2) un elanred Boor me loads nave been crosAered for this desgn.
3) A8 wilds 3x are 6 MUD unless Showed managed
4)Recommend 2x6 simlgbacks, on edge, spaced al 1" 0 oc and faste alto each imss wM 3-101(0131-X3-)nal5
sholg0a0.s to he 38ached W walls at Men hall mMS, or restrained by other means _���Fr;.�"l
Hanger(s)or Ma tome[nd deke(s) shallcemvidel sufffill to su,mit mncemhated roed(s) 495 lb dram at 024 on top -'�F•, 1
cMN. The do@v/sHMbn a suU cannston device(s) a Me responsialdy ro others_ ASP„ x9 1
6)lnthe LOADCASE(S)s ton, aWsapplledtoN Mf aMetvssamnMedas9nt(F)or Wck(B) i y.• 1y1 I)
LOADCASE(S) slandam � J
1) Unarm Fbors (P (balanced) camber increase=100, Plane Ihrcrease=l 00 /. M ••........................ ANDEZ:
unlfolm VML1plg /MARCOS A. HER..... �
Vert 16-28=-20, 1-15N130 /
C feared Loads IS) /1 11 38 78 .tr2 �
Vert 1=4s6(F) (l'•.. L.._.._e0 .<6.r`_2 e
COR F-12513
November 19,2024
kemnaffi. v nap.mm.trnafin��Tesa. res n aaea.nexnereneaeeP.ae.,.,,re., 3racheUse,
MiTek®
ny traog
�wsw m%vmn> wsce 9ueanbe—ptle�..
u
rysG
ouaily cn amtiwnalmm'.Pinstunl
and acsl BeNma C-p-am sanely lnrmmeden �Ma, rmmve s6oMmlauMogoompmenl path. �Ovw+.' eomm8enaom)
.,s155I'a iG.s—
Jabss �Tmss Type
DNIT-18 S Florc
Builders Firslsanee(CarolT)(), Carrell TX- 5006,
11�3�
1S3
4=fi= 3xfi=
3x4=
I. �
3
4
5
211 19
18
1]
G5=
3x10 M1&WS FP=
15=
h4=
4Rr =
pry Ply
/pg ) R15395612
J.
4 8. 30ss�"62024 MiTeKlfdlistrieS, Ix Mon Nov 18115126 2024 Page1
ID:ryBJas.vokr mNM My04lkR1C2Ps87OHg3NSgPgn18w3uITXbGK Doi7J CH
I aT� op
... -It lfi
143
3x4=
3x4=
4xis FP=
4xfi= 3x0=
6
]
8 9
10 11
22
ifi 15
14 3
15x3 g .4=
46= 4x6=
46=
2-7A S1E 16160
1. 15-1do
18AE
,a .4n `mod
Plate OiNeht(XYl- 604TEdirVE1.01-8111]01�Edue1121 E(XlT11220-id.0-1A1
1. 2-Ad
290
LOADING (1s1) SPFCIRG- 2" C51.
1
GEFL.
In (ka, VdeB t/0 PLATES
GRIP
TCLL 400 Plate Gnp DOL 1W TC 0]9
Ve41(LL)
--i5-i6 >959 360 MT20
220/190
TOOL 250 LumCec DOL 1 W BC 0]8
Ven(CT)
-041 t,JS >545 240 M18AHS
i6Wi62
BOLL 00 Rep Sn"a Ina YES WB 067
Ill
00] 12 Na Na
BCDL 100 Crap,IRC2021RP12014 Mabol
Weld :%IS
FT=20%F, it%E
LUMBER-
BRACIRG-
TOPCHORD 2x4SP1650F15Eoc2x4SPNojcg WSPSS(8A)
TOP CHORE)
Structural wood sheathing pol ly appllM cg4 oc punins,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No2x4SP ce,gal) _.PP
except end veNcels.
12-19. 2x40F 2400F 2 BE or 2x4 SP 2400F 2 OF or 2x4 SP DiBOTCHORD
Rlgld ceiling directly applied or 1" 0 cc 02nrg
WEBS 2x4 SP No 3(8ag
REACTIONS. (.c) 21-05$ 129 S
Max G2v 21=13MC 1). 12=13]5(LC 1)
FORCES. di Ml Carl Ten -Aliflacel gdorkasexceplwlren shmm.
TOPCHORD 23 219IN, 3-0 ,VVD,1=-4582/05E=A592N, 6]=-045&O, 7S 3696q,
&10=223]N
BOTCHORD 2021-G 252, Ul 20�083, 17-08=N4200, 16-1] DMMBl1S16=UM58$ 1415,01424Q
1&14=0-114,12-13-OM307
WEBS 1012=-0846/02-21=481,UN, 1013=011333, 2-2 141]l813=130310,&20=1317N,
8-14 5418=[V840.7-14-10N,4-18=821/0,7-iS-Na63. 417=0O99,
G15�]4/11] 51]�3]N
MOTES-
1) unbalanced foot hee loads hate been consaered rorthis cia,
2) All plates are MT20 plates unless NnerwSe collared
3) Recommend 2v6stmrgbacks, on edge, spa[M at l" D m aM fastened to each Wss vnN 310d (013l' X 3') n
G Strongdas to be afaclxd to walls atNeit other erMs m rest2lned by Nnermean5.
4) CAUTION, Do nth erxl dues backwal
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
kenedge. q �lpnp.�metrman4n��Tesn. Ms nl nnenMnexnaeneaeeP.6e.,.,,m., 3a�nnense
�a
Millens
ro
ny traog
d�9ueance regatix
u
s. .Sa tle�msFlam .goieened
emeu
anJacslarcesComnern5elgtnlmnarm
y1s]ss311110
new
PN
5613
NIT
UBuildwo
FO
-162024
Flrsl3aace(Carta
TX),
Camphor, TX-15006,TYPa
8tiWs Spa' MiTKRM4 ea4ieS, Ix ov Mon N18115127 2024 Pas,
ID:WEJastlVHk =mNr MyD4lkR1C2PSB70Hg3NS9Pgnt8w3uITXbC.K Doi7J CH
TIT
11. 19
irpntrtP6
1. It
t 5zi
193 .6
2
3
5 6 7
2-7A
d
PMIe ORuts (XY1- 130.1A£tlael R00.1A EMeL R40.1-0.0.181
LOADING (pact)
SPACING-
2-0U
CSI.
TELL
400
Pldm Gip DOL
1 W
TC
030
TCDL
250
camber DOL
1 W
DC
o42
BOLL
00
Rep Stru Ina
YES
INS
0Z7
BCDL
100
Code IR=lRP12014
Mardi
LUMBER-
TOPCHORD 2x4SP1650F15E or a4 SP No1w2WSP SS(8A)
BOTCHORD 2x4 SP 1650F t5E N4 SP No 1 m W SP SS(8a1)
WEBS 2x4 SP No 3(0ah
REACTIONS. Ppm) 13-0.5 B--0.`rB
Max G. 13=777(LC 1). 8=T68(LC 1)
7.
12a
FORCES. (Ib)- Max Comp Mlax. Tan -Allfaces, 250 Vid or less except when spread
TOPCHORD 2�10680; 3-0=1434N, 45=143VT S6-1 Small
BOTCHORD 12-13=0i676,1112= 1434,10-11-011434, St0=011 W2, G9-0O06
WEBS 6> 995m, 2-13=97wo 6-9=0364, 212=01573, 59=471N, 312-540.0
OEFL. n
Ik VUefl I70 PiJaES
GRIP
Ved(LL) -00.5
311 >9Y3 360 MT20
244/190
vwr(CT) -0 LW
310 >999 240
Hoa(CT) 0 W
B Na Na
Weight 59lb
Fr=203sE tt%E
BRACING -
TOP CHORD
SNaiddl wand sheaNing directly applies m6-00
oc pudins,
except end veNcels.
BOTCHORD
Rigid telling directly applied m 1 M 0 cc Trading
NOTES-
1) Unbalanced floor We bads have me" considered for this moral
2) AS pbtes are a4 M120 unless otherwise lMscated.
3)Recommend 2,6 stmngbacks, on age, spaced al 1"0 oc add Restated to each buss with 3- Tom (0131-X 3")na85
StrmgbaG to be attached to walls at Neb older ends ce restrained by other means.
4) (AUTION, Do .rot erect huss backwaNs.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
,wA Bw nnnn.�me—p-. nnnexnaee.6ense
D.aTe6nare6 up.. �
.pol
MiTek®
rops-1puuppol,
ny traog
mpod sups"+vmn>
Fin g—I 9ueancei,.p,
n
caw pm ouairy cn amtiwnalmmvhimtwgl
pUp,,nl r.
and acsl Brand component sanely lnrmmo6m �pue rmmve w-tpp pwM Aamu �O�+v eommponenaom)
)
yIn7ssenllunews—
Jab
ITn .�
Dry PIy
R85395616
UNIT-18
F0]
�TvssTYpe
To.,
1
1
bill
ob Reference/gglonal\,
Builders Hmi3wace(Cana N/m
,TX),
CartnOloq TX- 5006,
8. Ws Sw 2024 MiTek M1��91g1 tries, Arc Mon Nw 18115127 2024 P.,'I
IO syBJaoad k r mNM MyU4lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
SmR-=1t Yfi9
I. II
1 2
13 12
Q
]S 71D
2-]S 68S
Plate ORseofXY1 13 Tl8 E&e1 HO 01Jt Eduel [140,18. 14fl
LONGING (psi)
SPACING-
2-0O
CST.
TELL
400
P61e or, OOL
1 W
TC
0P
TOOL
250
Lur OOL
1 W
GC
031
BOLL
00
Rep Stru Ina
YES
WE
025
BCOL
100
Code IR=VTP12014
MatooS
LOMBER-
TOPCHORO 2x4SP1650F15Eora4SPNo1w2WSPSSUaB
BOTCHORO 2x4SP1650F15Eora4SPNo1w2WSPS8(flat)
WEBS 2x4 SP No 3gag
REACTIONS. Pum) 13=Moaanlcel, B-0-58
Max G. 13=742CLC 1). 8=T34(LC 1)
FORCES. (In) - Max Comp Mlax.Ted- AS Porre5250 old or less except when s0ovm_
TOPCHORO 25=937N,3 1319N, 65=1319N, 56--101TN
BOTCHORD 12-13=0rb47,1112=IN131%10-11-011319010=011307, B- ffiT1
WEBS 6> 946r02-13=936N.69=03152-12-0I521 S9-431N. 3-12�680
NOTES-
1)UnbalancedfloorWek dshr beencorLsvleR lortblsde n
2) M pbtes are 3x4 MT20 wkss oNelver, 1rMated.
3)ReRr to gllder(s)(or Wss to tmss mnrxxbons
4) Recommend 2x6 strolgbacia, on edge, spared al 1" 0 oc and listened to each truss u
Sbolgb Wbe allal to walls al Mar outer ends w restrained by other means
5) CARTON, Do mt erect Wss backwards.
5
15x3 ��
3kfi =
a ]
t61-0
29-0
36=
GEFL. In
Doc) VUefl 1/0
PLATES
GRIP
Vcn(LL) -0.
9-tB >999 3UW
MT20
2"190
ver(CT) -0 05
310 >999 240
Hoa(CT) 001
B Ma Na
Weg0t 91b
Fi=20%F, it%E
BFU CIRG-
TOPCHORD
SNxtuml wood sheaNing directly applied w6-0-0
oc pudlns,
except end ver0cels.
BOTCHORO
Rigid ceiling dimay applied w l ad cc bmnrg
3-1US (0131-X W) naes
�I
:R
...........................:....
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
s
MiTek®
nooqoc.ea re ff� man,se.
o tram
c ev om° nm �l
c. t-N
e
.1a7� 11111MneKq=�
Jab Tn « Truss Type
UNIT-18 N/III FF008 Floor
Builders Firslsaaea(Cnno ,Tx), CartaNbn, Tx- 5006,
0.1-0
15zs g 1. II
1 234
12
11.
pry Ply
/g^/ ) R15395611
1J. 8. 30 s Sw 62024 MiTMft' strieS, Ix Mon Nw 181151272024 Page 1
ID:WBJaoUoDk =mNr My84lkR1CiPSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH
3®LL=1Y5]
I. II
4 .4 = 53X4 = 6
11
9 a3r4
15u ll
3.e -
sloe
aso
sfl
z-]b
Plate onsets art— 4o-18 Etlael No o-tA EMeL Nz o-bli-0o-i
LOADING (psi)
SPACING- 21 U
CST.
GEFL. In
Bar Vdefl Ud
PLATES
GRIP
TELL 400
Pate Grip DOL w
TC 03]
VcMLL) -0_
8-9 >959 360
MT20
2"190
TOOL 250
Lumber DOL 1PC
BC 048
Ved(CT) -00]
8-9 >S. 240
BOLL 00
Rep Stru Ina YES
WE 0Z7
WeACT) To
] . Na
BCDL 100
Cade IR=VTP12014
MalrkS
Weight 47Ib
FT=20%F, N%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F1.5E or a4 SpNo1w2WSP SS(0A)
TOP CHORE)
Stro udil wood sheaNing directly applied or6-0-0
oc p pins,
BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 w2x45PSS(0ag
except end vernals.
WEBS a4 SP No 3gdU
BOTCHORD
Rigid ceiling direNy applied or l OO-0 cc ancig
REACTIONS. (.e) ]=058, 11=DS8
Max Grav ]=623BO U) 11Y15(LC D
FORCES. IS) - Max Comp Mlax. Ten -]ill forces 250IS) or less except v.Ten snowrt
TOPCHORD 21 mod. 3-0=910M 45 7M
BOTCHORD 101-0/53 41R 10E8-9=91910,7T-WtE%
WEBS 57=nND.2-11=747AT 58-M33. 2-10=w5600.10=27"
NOTES-
i)UnbWmn dnoorF 4a nacrebeenconveredforthisde n.
2)Recommend25shon WW .onedge,spa a110-0-0ocaWfastenedtoeachtrusswM3-10h(0131"XW)mi1
Strorgbacks to be atlacRV to walls al Mar order ervd w resbalned by order means
3)CAUTION, Do not erect buss oackwards.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
ro ea s wan,se.
Mill
re
a tr.o.
c—lv�om°p�enm-t-N �m��t
do�"I-Folll,MS—.--,
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Jab TnTruss Type
UNIT-18 tl/III FF009 Floc Gix tl
milaers Firslsaaea(Cano ,Tx), Camali Tx- 50061
H 1�3� ti8
15X1 g 1.
L 2h4
12 r�
pry Ply
/g^/ ) R15395611
1 8. W s 51262024 MiTeRM9listr'kS,Ix Mon Nw 181151282024 Page1
ID:WBJaoUVHk ramNr My04lkR1C?PSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH
3®n =1Y5]
1. II
4 L4 = y3Xe = 6
1
9 a.4
15u ll
3Xe -
slue
8So
s1
z-1b
Plate offsets (XY1
o-18 Etlael NO o-tA EMeL Mz o-iS.o-ib1
LOADING (psi)
SPACING- 21 U
C51.
OEFL. n
(bc) Vdefl Ud
PLATES GRIP
TELL 400
Plate Grip DOL 1 w
LC068
Ved(LL) C W
8-9 >959 mm
MT20 2"190
TOOL 250
Lumber BELLGO
BC It.
Ved(CT) -.12
8-9 >848 24.
BOLL 00
Rep Smalls Ina NO
WE 030
Hm-[(CT) 001
7 Na Na
POOL 100
Code IRC2021RP12014
Matchi
Weight 47lb FT=20%E tt%E
LUMBER- BRACING-
TOPCHORD 2z4 SP 165OF i 5E 0r 2x4SP No1w2WSP SS(fiat) TOP CHORD
Structuralsheathingotl sheathing directly applied m6-0-0 pu oc rlins,
BOT CHORD 2xa SP 1650F t5E N4 SP No 1 w 2W SP SS(0at)
except end ommals.
WEBS 2xa SP No 30me*Except BOTCHORD
Rigid ceiling directly applied
or1OO-0 cc b2nrg
1-11,6 7 2x4 SP 1650F 15E or 2w1 SP No t w 2X4 SP SSgat)
REACTIONS. (sze) ]=0.58, 11=D68
Max G2v 7-740(LC B} 11= 17OO 1)
FORCES. (Ib)-Max Com,amac Ten-Allbrce 250(ib)orlessex ptwbensbmm.
TOPCHORD 2�1171ffi. =1171104b=-981/0
BOTCHORD 1Ofl=o/637.910-0/i171,&9=d1171,7S057t
WEBS 5-7=97M 2-11_rDeug 5J 473, 2-io=0�1924E=327MILIC=.976N
NOTES-
1)UnbalancedfloorN badsbarebeenconskleretlbrthr de n
2) Recommend 2x str MWcbs, on Mge, sps all" D-0 arM ter Wtoearly lms wed 3-100 (013l' X
3') na05
S ddabadl On be attached to xmils at Star order ends m restrained by other means.
3) CAUTION, Be mt eretl tmss backwards.
a) Hango(s) wotha connea n drone(s) shall be povlded Impotent to support cBnceM2tetl bed(s) 251 Or down at 4 412 on top
chord. The deslgNsekctlOn of such automation device(s) athe responsiblRy ambers.
5)lnthe LOADCASE(S)secfi0gbasapplledto Metaceot0•x samnWedas"nt(F)orWa(B)
;•
LOAOCASE(S) Sol dard
1) DeadLumber lncrease=100, Plate Increase-1 o0
i
OF.ni X
s (aebabnced)
PSE
4f
ved.7-1= (L lL--13o
qG ((I
Comomm yes Loads pb)
�jA1
y� •: /
Vert a=-218m)
i * ;'
........................... :..../
�MARCOS A. RERNANDEZ%
1...•. 113878 :...
COR F-12513
November 19,2024
kelmon.g nbnp.�metrmaan��Tesn.res nl nnennne.naeneaeeP.fie.,.,,m.racoa—bear,
MiTek®
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ms]ss3nllunewsmn
Jabvss
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R8539561]
UNIT-18
Flo
�TvssType
Ron,
1
1
Job Reference g^/
Builders Firsl3aace(Carta
,TX), Conrad, TX -
5006,
6
8. Ws5 262024 MiTe M9listr'k,Ix Mon Nov 18115128 2024 P.,1
ID:syWaoathl,r mNM My04lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
1-3a
t t 5# g
2
3 .1 41 s,o
3®n =tY02
8
eddied
eddied
IA M1iR FMrrJ
LOADING (psi) SPACING- z-0U csl.
TELL 400 Plate or, DOL 1 W TC T.
TCDL 250 Ld. DOL 1 W BC 008
BCLL 00 Rep Stru Ina YES WE 007
BCDL 100 Code IRC2021RPI2014 MatorS
LDMBER-
TOPCHORD 2x4SP16501`15E or a4 Sp
N.jor 2x4WSP SS(0A)
BOTCHORD 2x4SP1650F15Eor2x4SPmd aSPSS(flag
WEBS a4 SP No 3(flag
REACIIONs. (size) 8,AMochan d, 5=058
Max G. 3- 88(LC 1L Y288(LC 1)
FORCES. (Ib)-Max Comp Mlax.Ten-]ill force, 250 Ud or less except when shown
WEBS 35 283/0, 2J 283N
NOIES-
1)Unbaancedfloorw loadshave Teenco ere lorthmdesgn.
2) Refer 0 goder(s)Tor Liters W loss mn2c0ans
3) Recommend 2x6 a did,backsd at , on age, space1" 0 oe and fastened! to eachW
Strongbacks to he aOacTa towalls 9Mar outer ends a restrained by other means
GEFL. n
"a" LHlefl Nd
PLAIES
GRIP
Ved(LL) -0 Ed]
>9YJ 360
MT20
2"190
veA(CT) -0 Ed]
>993 240
r0a(CT) 000
5 Ned Na
Werth 24 do
FT=20%F, it%E
BRACIRG-
TOPCHORD
SNx1u21 word sheathing dheclly appiCS a 1116
cc Wdlns,
except end vernals.
BOTCHORD
Rigid ceiling docay applied or l PC cc Trading
3-1BIT IN 131-X 3') nal5
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Arr-,I-o is �wan,se
MiTek®
acre la.Fe
S—.--,
ev om° dim I- Fe. �mw�nin1
dos�"I-Folll—
e
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bill R85395618
UNIT-18 F11 FLOUR GIRDER 1 1
ob Reference/�gg'onaq, Nw Builders Firsl3aace (Carta ,TX), Carrolton, TX- 5886, 8. 3mmN yD4lk Tek Nes, Mon8w3ul115128Doi4 P CW
ID ryDJastlVMk hamNrMSMy041kRIC2PSB]SHg3NS9PgnL8w3uITXbGKWrCDoi]JdzIC"H
2xG II 11 3xfi I� bra . 3.fi 11 zw 11
1 2 9 3I
5®n =1Y03
143 II
11. 11
8
]
fi
3x4 =
_
38S
Aa
Plate ORsets lXYl—
03DFloodE
LOADING (pact)
SPFCING- 21 O
CST.
GEFL. In
(bc) VUefl t/0
PLATES
GRIP
TCLL 400
Plate Grip DOL 1 ar
TO
011
Vert(LL) Ti01
6 >9Y3 Sr.
MT20
244/190
TCOL 250
Lumber OOL 1 P.
016
VEUP:T) -001
6 sic. 24.
POLL
Renrie
HWE a](CT) GOD
5 Na Na
B DIL 100
IRC2021RP120 40
Mardi16
Weght 2811,
FT=20%E ll%E
LUMBER-
BRACING-
TOPCHORD 2x4SP16501`15E 0r 2x4 SpN.joa WSP SSORR
TOP CHORD
Structural Swung s8eaN1ng U1rec11y app11M a MN
oc p pins,
BOTCHORD 2x4SP1650F15EN4SPNoorw SPSS(flag
except end varboul
WEBS 2x4 SP No Shut)
BOTCHORD
Rigid ceiling directly applum a 1 DB0 cc ancbg
REACTION£ POSE) 5,MeErankal, B=Meaanlcal
Max G. 5=608(LC IT 8=519BG 3)
FORCES. (Ib) - Max Comp Was Ten -AllRates 250 Uld or less except when sham_
TOPCHORD 21491/0
BOTCHORD 7SWA91, 67=0/491, 5E=01491
WEBS 3-5 67W. 28-679N
NOTES-
1) Unbalancedfloor Wekedshavebeenconv]ere f.ItMsde .
2) Re@r to glNegs) formuss W buss connections.
3)Recommend 9556agbecks, on edge, spaced at 1"0 m, add banned each to eabuss voth 3-Did (o 131-X3-)offs
Sbmgbad,s To he attached towalls al their order ends a resbalned by BlMr means.
4) Hangtt(s) or order connected demce(s) shall be provided suf cent to suppod mncahirated bad(s)181 It, down at 1-10.d, and 471
Ibdcanat 2S-12cntopchad. Thedesgn/seledlonofwchconnecdondevlce(s)ts NeresponslbllftyaoGec,
5) In the LOAD CASE(S) secbon, ba]s applied t0 Ne face NNe bursae noted as bonf (F) orQ ck (B).
LOAOCASE(S) Standard
1) Dead +FUEL LNe (balanced) Lumber Inuease=100 Plate Imfease=l 00
Undone Loa]s(p8)
Ved 5 20 14
=-130
Concentrated Loads NIB)
Von 3=-422(F)9=-159(B)
ySPS�Of F'rgS. 11
S. Al
MAW A. HERNANDEZ
................................
113878
COR F-12513
November 19,2024
MiTek®
Union Po
R1539
11
NIT 18
2 Ron,
DBuildors Flrsl3aace(Cart F'TX), CartoOlon, TX-15006,TYPa 8tiW s Swr-162024 MiTVdlis1 , Ix Mon Nw 181151292024 P., 51
ID:syBJaoaA kramNr y04lkR1C2PSB70Hg3NS9PgnY8w3uITXbC.K Doi7J CH
aid =
�5 n 1-31 1�i�r 3x4= 415x311
s®la=rmz
9
LOADING ro, SPACING- 2-0U C5,
.
TELL 400 Plate or, DOL 1 W TC 011
TCDL 250 wrnMr DOL 1 W BC OD3
BCLL 00 Rep Sdoss Ina YES WE 007
BCDL 100 Code IRC2021RP12014 Moral
LDMBER-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag
WEBS 2x4 SP No 3gat)
REACTIONS. (size) 5=Me[I¢neai 0=T5
Max G. 5=305(LE IT 8=297(LC 1)
FORCES. To) - Max Comp Wax. Ten -7ill ance5250 Uld or less except wren sTown
WEBS 3S- 1002�301N
NOTES-
i)UnhaaneedfloorWeleadshaveTeenco ere rorthmdesgn.
2) Refer 0 goderts)Tor Liters to loss mn2c0ans
3)Recommend 2xfi sM Jbod", on age, spaced at 1"0 or ends taste tlto each BE
Slmngba0. to he 30acha to walls 9Nero other ends a de Amon th by oem r eans
E) CAUTION, Do rat erect Wss hack UBS
15x3 11
6 5
3x4 =
431
4 3o
GEFL. n
"a" lMefl "d
PIATES
GRIP
Ved(LL) -0 Ed
7 >9Yl 360
MT20
2"190
VEU(CT) ,U
7 >993 240
Hm(CT) T00
5 War Na
Weg10: 2711,
FT=20%F, it%E
BRACIRG-
TOPCHORD
SNx1u21 wmd sheathing directly appiCS dv4 Cac
pudlns,
except end vernal
BOTCHORD
Rigid ceiling dlreay applied or 1 PC cc Trading
3-100 IN 131-X 3") nai5
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
now PlY
10
UNIT
Builtlers iSaace Un(Cart F20TX), Carnation, TX-15006,Ty 8tiWs Sol' -162024 MU`Vdlis1 , Ix Door Mon N181151292024 Pas, 5620
ID:syBJaWWk a mNr MyD4lkR1C2PSB7OHg3NS9Pgnt8w3uITXbGK Doi7J CH
0.1-8
H
t 352
143 II 4x5 = 1 ca II
3zfi= 5xfi= 46= 3x4= .= 1SxI .4= L4= 3xfi FP- Si art=
1 2 3 4 5 6 7 8 9 10 11 12
4rfi= 5vb= 4x5=3xt0 MI.. FP= 1.3 3x4= as, 4x5= S6 4L=
bb SP=
3.4 -
IST 1" i 1. 13-1.
i
i 1s" 1e2-0 2 1-0
• z-od z6a 2TT sb-o
2RO 1. 2-1.
Plate OflseofXYI- 15TATEdl r13E,k H111]&1-0ECoel 124&1-07 1250-1d13141
LOADING also
S-CING- 2"C51.
OEFL. In
(bc] VUefl t/0
PLATEB GRIP
TCLL 600
Plate Grip DOL 1 DOTC
0]9
Ved(LL) -031
P >BIX4 360
MT20 220N93
TOOL 250
LumCec TOIL 1 TO
BC 0%
vcrduT -058
i6P >425 240
1
Mi8AH5 169/62
El 00
Rep Stru Ina YES
WE 0A
Hoa(CT) 011
13 Na Na
DCOL 100
Code IR=VTP12014
Mabdi
Weight 112IS FIT E =20%tt%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 1650F 15E oc2xd SP No1 w2W SP 5S01 1 TOP CHORD
Structural wootl 50eaNIng Ulredly al o142b oc putllns,
BOTCHORD 2x4SP1650Ft5E oc 2x4SP No1 or 2W SP SS(flal)'Ex[epY
except end veNcels.
11202W OF 240OF 2 BE or 2x4 SP 2400F 2 OF a 2x4 SP D55(flat) BOTCHORD
Rigid telling directly applied! or 1" Doc Draping. Except.
WEBS 2x4 SP No 3(IMg
2-2-0oc Mace g.19-21.
REACTIONS. (sae) 23-0.5 1395d
Max G2v 23=1542(LC 1). 13=1542(LC 1)
FORCES. (to) -Max CompaBax Ten -Aliflonal Doorlessexcedwhen ohnown
TOPCHORD 2�255(V(E 1710N 1-YR O05E=5]80N, 67=-578000,75539M,
&10=631", 1GA t=-2556U
BOT CHORD 22-23-M472, 2122,Q3588, 19-21=N699], 18-12N5]8D 1718=0,5780, 16-II-03I22,
1S16 rp5gra 14-15-W3586, 13-1&tN1473
WEBS 11-13=-208C/02-2120]9/011-14-OV16102-22=Ctl611, 10T14 153100,
3-22=15390, 1015=011082. 321=(V1083, &I5=1024N, 4-21=101 V0, 8-16=0/590,
4-T9 Gm1, 7-16- SMUT 5 1- 7960 ]-1]=249(469, S18=-1171257
NOTES-
1) Unbalanced Bocalive loatls lave han consMma rartlns aesgn
2) All plates are MT20 plates unless cNcal in flared
3) The Fabrication Tole2nce a1)onrt 20 =11%
4) Recommend 2x5 shopiks, on age, space0 a11" 0 oc and fasten V to each Buss wth 3-100 IN 131° X
3') nal5
Strolgbadsto be atlachato walls 9 Ncti order ends or restrain by other means
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jab Tn .�Toss Type
UNIT-18 N/III FF221 To.,
Builders Fimisanee(Ceno ,Tx), CamoBoTx n, - 5006,
IT'S
HH}r�
pry Ply
) R15395621
2 8.Ws 51262024 MiTeRM9li/g^/ str'kS, Ix Mon Nw 181151302024 Pagel
ID:syBJao VHk mmNr MyD4lkR1C2PSB7OHg3NSgPgn18w3uITXbGN Doi7J CW
i8. 6 8
s =c469
1 sx] II
m5=
3x6=
1Sx3 II
4.=
6x5= ce EP=
ISo II
1 2
] 4
5 fi
7 8
9 10 11
12
13
1
]8
29 28 2r
26
25 24.
22
21
20 19
3x6=
15o
4z5= 3xfi a=
45=
.1=
15x]
Cvb
25-0 i30 1.12 13-1d
d
2-9-0 20 12-12 2-T-8
PMIe Ofisets(XY1 018 E6x1 ITS TlC Eller 12101d Edael 126-&1b Edue
15 a 211. 2111-0
2-7. S&d0 4 2
1310-1d➢-1d11320-lC TTTI
2&&0�
2-9-0
LOADING (psg SPACING- 21 U C51.
GEFL.
In gal Vde. -d PLAIES
GRIP
TELL 400 P6te Grip DOL 1 W TC 06!
l(L
VaL)
-01119-20 >9Y3 360 MUD24N193
TCDL 250 Lumber DOL 1 TOBC .
ved(CT)
-020 1420 >817 240
BCLL 00 Rep SoCe Ina YES WB 047
HGOCT)
004 17 Na Na
BCDL 100 Code IR=VTP12014 Ma1mS
Weight 14410
FT=20%E N%E
LUMBER-
BRACING-
TOPCHORD 2x4SP16501`15E or 2x4 SpNo1w2WSP SS(0A)
TOP CHORD
Structu21 wood sOeaNng dhecVy appllM a 6
oc purins,
BOTCHORD 2x4SP1650F15E.=SPNo1 awsPSS(flag
except ell vaficels.
WEBS 2x4 SP No3(flit)
BOTCHORD
Rlgld ceiling dlreNy applied or I"Tcc arrig,
Except.
GoT oc 0recirg. 23-25,22-23
2-24). Ciacng: 2&21.
REACIIONS. (sae) 30=053, 179. .23b-38
Mav G2v 30=8]0(LC 10). 1] 913(LC 4), 23- 222(LC 1)
FORCES. (10)-Max Corry Mfi Ten - All forcer 250 p0) or o,a except wlren sM1own.
TOP CHORD 2�12950, 3-0=183410 4b-1815N, S-1815N, ll7- 77M.7SN1240
8-9=N124o, 9-11=A15N,11-12=-1956N, 12-13=19WD. 13-14 196w.
14-15- 43 `
BOTCHORD 29 01804, 2&22WP41, 27-28=0118152E-27=0%8152526-0/1381,
23-25=a4Ni69 22-2Y 2381178. 21-22=d1454 2&21=0/1956, 19-20=011956,
1&19ti/1M. 17-18,0M38
WEBS 2 W-1133N, 7-23=143AD, 229-0931, 7-25-OM7, 3-29=66M. 6-25=-967N,
6-261/81526=323N, 16-17=118Vo 423- TP710, 1518=0080, 9-22=0o)85,
1418=71&0,11-22=-999N, 11-21,TB69, 12-21�8613
NOIES-
1)OnBalmadfloorNeleadsHaveOeenco ered1rr10isde n
2) A9 pates are 3x4 MT20 unless olOerwLse 1Mrated.
3)Re[ommend 2,Sstrom]be[ks, on edge, spacN al 10C 0 oc all taste edto eacfl truss will3-10d A)131"X 3")rcel5.
StrorgOa[ITW 0e alla[led to walls al Men rotor ends a re ftnuicd 0y oNer means
4) CAUTION, Dr not erect Wss onl, w rd .
VV :R
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
,wA 6v nrp.�metrma4n��Tesr.res rrarnnexnaene.eeP.aarneuse
�aro
MiTek®
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ny
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ouany co amtiwnalmm'ePimtunl
anJaOS1a,a,g Comp,-nl Soreglaneooen �pue rmmve s6oM�e18uMog component pamu �0.,+.' eomm�enaom)
yIress11111uneI,ol—
onion PN
Qh
NIT
UBuildors Flrsl3aace(Cart FZ TX), Carnal TX-13006,T� 8tiWs Sw'-162024 MiTVdlisI , Ix Mon Nw 181151302024 P.,'622
ID:ryBJao hUk =mNr My04lkR1C2Ps870Hg3NSgPgnl8w3uITXbC.K Doi7J CW
1g0 3w1 11{-2�
1 3xG 2 3 b4 = < 3x<
5®n =tY02
ITV fsa 11 6 f5x3 II
3x6 - bfi -
C B
8
0.4Ar R 0.1A Edue1, 130.1A Efcel
LOADING (psi) SPACING- 2-0U C51.
OEFL. In
(bc) LHlefl "d PLATES
GRIP
TCLL 400 P6te or, DOL 1 W TC 01S
Ved(LL) T
] >9Y3 360 MT20
2"190
TCDL 250 Wonder DOL 1 W BC 010
ved(CT) ,U
] >993 240
BCLL 00 Rep StressIna NO WE 008
HoG(CT) 0.00
5 ad Na
BCDL 100 Code IRC2021RP12014 Matru:S
Weight 3011,
FT=20%E 11%E
LUMBER-
BRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 w 2W SP SS(flA)
TOP CHORE
Structural wood sbeaNing directly applies or45-8
oc pudlns,
BOTCHORD 2x4SP1650Ft5Em2x! SP N, w2W SP SS(fla1)
except end vernal
WEBS 2x4 SP 1650F f 5E or2x4 SP No l a W SP SS(fla1)'Exr¢pP
BOT CHORD
Rigid ceiling directly applied or 1DO-0 cc Trading
35.2-8.2-7,36.2x4 SP No 3(dat)
REACTIONS. (s c) 8=0.3T, 5=MCUanlcel
Max G2v "16(LC B) 5=316(LC 1)
FORCES. (ib)- Max Conr,Max Ten. -All forces 250(ib) or kss except Wren sbmm.
WEBS 35 2710,2E=327M
NOTES-
1) Untralancod floor Sre bads have been considered for this design.
2)Reter to glyderts) for wssto=s monease s.
3) Recommend 2x5 strom]Lrecks, on edge, spaced at 1Go 0 oc and fastened to each truss
wth 3-1Gal (0131"X
3") calls
Strongbacks to be attacRV to wails al their order ends or restrained by order means
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
,WA 6 v nb o.�m.trnabn��Tesn. res n nnen.nexnaene.eeP.be.,.,,re., ,a�Rnense.
Mill
my traog
wsa 9u
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u
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and acsl 6YIN4m Co pint sorely lnrnnood n —o u rmmve sonaofdummgcomponeni pamu abo-ai
�O�+r' eomm�enaom)
)
yts]ss1nll.,Tk.s—
Jab F23 �Tvss Type
DNIT-18 QAN Fm2Florc
Builders Fimisnurte(Can ,TX), CaooOlon, TX- 5006,
618
H �—�
pry Ply
/pg ) R85395623
J.
4 B.30sSW"62o24 MiTeKlfdlistrieS,Ix Mon Noe 181151382024 Pa9e1
ID:syBJaWWkr mNM MyD4lkR1C?NB7OHg3NS9Pgn18w3uITXbGK Doi7J CW
1� 2�
s®la=laoz
1 sxi II
3x6= DS t5u II
1 2 3 4 5
V
5
0 19 18 11
bb= 45=3x10 Ml.. OF
3ca 31fi FP= 4.-
7 8 9 10
11 15 14 a 12
14311 bfi= .1= 4xfi=
25-0
I.1650
12-11-0
15do
25-0
2-60
5-2-0
2E-0
2E-0
Plate Ofise6(X Yl-
f6TT81AeCI N2EOce0.t-81 1170.1-0ECuel 1220.1-00.tA(
LOADING gel)
SPACING-
2"
C51.
GEFL.
In (be)
VUefl
t/0
TCLL 400
PER, Grip DOL
1W
TC
064
Van(LL)
-0t9 i5-06
>999
360
TOOL 250
Lumber DOL
t W
BC
064
VeA(CT)
-035 t5-06
>6t9
240
BCLL 00
RepIna
YES
WE
064
Horz(CT)
007 12
rod,
Na
BCDL 100 Col IRC2021RP12014 Mardi
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP Not or W SP SS(aA) TOP CHORE)
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP Not a 2x4 SP S,dal)_.Pr
12-19. 2x4 BF 24DOF 2 BE or 2x4 SP 2400F 2 OF w 2x4 SP OSS(aat) BOTCHORD
WEBS 2x4 SP No 3(aag
REACTIONS. (s e) 21-0. , 12=Mechanual
Max Grin, 21=1336(LC 1). 12-1344(LC 1)
FORCES. pd-Max Com,umax Teo-Allbrces250 BporlessexcedWan sM1own.
TOPCHORB 23 2167N, 3-0=3535D, 1- CMNOOS -= MWT, 6-7-424110, 7S 355110
SAG-216M
BOTCHORD 21T21=0/128fi,18-20,4Y3009,1718=01403%16-17=W4343, 1S16-0(3 3,14l5=014D53,
13-14=0"Sfht, 12-13=0/1269
WEBS 10.12=-179M02-21-17ald, IDA3,111329, 2-20 133%8-13=125110, 3-2D=125WN
8-14 12. E-18=N1ai. 7-14=754ro, 4-19=749r), 7-1S-N407, 4n=03G3,
'I5 gw125
1820
2oT
PLATER
GRIP
MT20
220/190
HS MISA
16Wi62
World 99IS
FT=20%F, 11%E
SNxlu21w d sheaNing directly applied a S 12 oc Wrins,
except end veNcels.
Rigid telling direay applied or 1Th 0 cc Trading
NOTES-
1)OnoalancedBoorlieloadsI Teenconskleredlortlnsdesgn.
2) All plates areMT20 plats unless oN Ge indicted_
3) All plates are 3x4 MT20 unless oNervnre rndkated_
4) Roder to glydegs) for Wss to Wss cone cre,
5)Recommend 2s5 strorgLrecks, on edge, spaced at Tho0 oc and fastened to each Buss w 31W(0131"X Y)tall.
Shrd,Wcks to he aBacRV to walls at Men oWer ends or daAconed by other means
6) CAUTION, Do not cued Buss backwards.
MANGOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
ken �dnn.�metrmanan��Tesn. Ms nl ennen.nexnerene.eeP. e.,.,,m., 3a nnense.
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9ueance rega title �x
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weu nsFl
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yIr]sslnll.neITa—
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UNIT-18 4 Florc
Builders Fimisaxee(CarlTX), CaoaNbn, TX - 5006,
613
H
S)o II
yy = 2
12
3xTi=
So
90
Plate ORsoo fXY1 13 018E eel Ito 0-tA EMeL 140-1� 0-141
pry Ply
ppgg )) R1539562<
2 8. 35ssor"6J.2024 MiTek�Ifdlis1 , Ix Mon Nov 181151312024 Pagel
ID BJwoaW,k r mNM My04lkR1C2Ps87OHg3NSgPgn18w3uITXbC.K Doi7J CH
H tSa
s®tr=rriz
LOADING (pact)
SPACING-
2-0U
CST.
TELL
400
P6te or, OOL
1 doTC
031
TCDL
250
La. D.L
1 PC
PC
039
BOLL
00
Rep Stru Ina
YES
INS
26
BCDL
100
Code IRC2 l
P12014
Mardi
LOMBER-
TOPCHORD 2x4SP16501`15E or a4 Sp
No1w2WSP SS(0A)
BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 m W SP SS(0al)
WEBS a4 SP No3(flat)
REACTIONS. Pum) 13-0.5 B--058
Max G. 13=]64(IL 1).8=W2(LC 1)
u
7ge
5TS
FORCES. (In)- Max Comp Mlax. Ted - All forces 250 Vid or less except wlren shown
TOP CHORD 24=1OT M; 3 1422M, 4 5=1 42M56 075M
BOTCHORD 12-13=0rb98,1112=1M42210-11-011422, S10-011389, 639001
WEBS 64 99210, 2-13 Whe(), 69=0e%. 2-12=0f553 59-46710, 3A2-509M
3xd =
1668
2a.
OEFL. in (bc) Vdefl Do P-MS GRIP
Vcn(LL) -0 04 3ID >9Y3 360 MT20 244/190
Vert(CT) -0 07 3 0 >999 240
HmACT) 002 8 Na Na
Weird Go do FT=20%E11%E
BRACIRG-
TOPCHORD Stoauml wand sheathing directly applied w644 oc purllns,
except end moral
BOTCHORD Rigid ceiling directly applledw 1OO-0 cc hmnrg
NOTES-
1) Unbalanced floor We bads have been considered for this medal
2) AS pales are a4 MT20 unless othervnse IMicated.
3) Recommend 95 shongbacks, on age, spaced al 1" 0 oc add Restated to each buss who 3-106 (0131-X 3") na85
SftcabaG to be attached to walls at NeB older ends m restrain by other means.
4)CAUTION, Do mat erect huss backwards.
MANGOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
kemooffi.v nnno.�metrman4n��Tesnares nacenonnnexnaeneaeeP.e.,.,,m.,�m3a�nnense.
.ens
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adaCSIBesonnCmp—aiasamlyinfinenn mm¢tle fiomM snoMrelauMoig compond,ocient pamu �O�+v eomm�enaom)
y1s]ss35]llunekUsmn
Jab ITn« �Tmss Type
UNIT-18 N/III FF225 Flom
BUllaers Firslsaaea(Ceoo ,TX), CartOBon, TX- 5886,
pt-a
H 1q HA
.4=
1+5 II
10 I
3vb =
62A
r2 a
P
R85395625
9 1
ob Reference 'o
8. 3mmN yD4lk Tek 7GHq Mon Nov1011i Doi4 P CW
ID:ryBJastIVMk �mmNrMSMy041kRICy3B]OHg3NS9Pgn18w3uITXbGKWrCOoi]JIZIC'H
315x3 11 4.4 = 5 a 11
A4 =
]
9.s =
Sala: Y=P
Plate Ofisets(XYI
20ATE6xl UTIAEUceI. FNTATGA5I
LOADING (psi)
SPFCING- 2-0O1
CST.
OEFL. In
(bc) VUefl t/0
PLATES GRIP
TELL 400
P'le or, DOL EdTC
036
Van(LL) 0_
S, >959 360
MT20 244/190
TCOL 250
LumCx OOL 1 W
BC 032
VeA(CT) -006
S, >S. 240
BOLL 00
R¢p Stru Ind YES
WB 015
Hoa(CT) 000
6 do on
BCOL 100
CCUe IRC202iRP12014
'Scot
Weight 37Ib FT=20%F, II%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650FL5E o/ 2x4 SpNo1w2WSP SSORD
TOP CHORD
Strotudil wood shearing UlreM applied o/6-0-0ocp pins,
BOTCHORD 2x4 SP 1650F 15E o/2x4 SP No 1 a 2W SP SS(flat)
except end veNcels.
WEBS 2x4 SP No 3(fle)
BOTCHORD
Rigid ceiling OlreNy applial or 1 M 0 cc brzcTg
REACTIONS. (size) 9=0.5$ 6=D3-8
Max G. 9=439(LC IT 6=447(LC 1)
FORCES. (In - Max CompWax .Ten -]ildroe5250(r) or less except when dimm_
TOP CHORD 214Y 0.3-0 "64)
BOTCHORD 8? W446, 7S0/446, 67-0KM7
WEBS 4E-19110, 2-9-61610
NOTES-
1) Unbalancedfloor Wekradshave C¢enconvere toolsde n.
2)Recommend2x stro tacks,onedge,spacedalt0-0-0ocaWfwte tltoeachhusswlr3-100(0131'XW)mil
Strmgbac-to be Started! to walls at Mar order ends or restaned by after meam
3) CAUTION, Do not cvM tmss backwards.
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Mill
onion
PN
5626
NIT 18
DBuildors
6
FZ
Door
Flrsl3aace(Cana
TX),
Carrolhon, TX-15006,TYPa
8tiMs Sw'-16202iT1lAk4strieS 4 Me, Ix Mon Nw 181151312024 Pap
ID:WBJaoUofhk
=mNr My04lkR1C?NB70Hg3NS9Pgnl8w3uITXbC.K Doi7J CH
0.1-0
3®n =1YST
15X1 g
i5xt
1
23t6 3
I.4I=
Shd= 6h6
12
hfi - 3xfi -
i9-0
880
iso
z-s-o
Plate offsets (XY1— 4(T18 Etlael NO o-tA EMeL Nz o-i-0o-ibl
LOADING (psi) SPACING- 2-0U CSI.
OEFL. In
(bc) VUefl t/0 PLATES
GRIP
TELL 400 P6te Grip DOL 1w TC 034
Vcn(LL) -0Cin
8-9 SE SS. MT20
244/190
TCOL 250 Lumber OOL 1 W BC .47
VeA(CT) -00]
0-9 >S. 24.
BOLL 00 Rep Stru Ina YES WB 026
H.ACT) 001
2 . Na
BCOL 100 Eddie IRC2 l P12014 MalrkS
WcUM 49lb
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E 0r 2x4 SpNo1w2WSP SSOMB
TOP CHORE)
Shucludilw dsheaNing UlreM applied a 6-0-0
oc Solids,
BOTCHORD 2x4SP1650F15EN4SPN01 aw SPSS(0a1)
except end veNcels.
WEBS 2x4 SP No 3(0a1)
BOTCHORD
Rigid telling OlreNy applle0 or 1 TO cc b2nrg
REACTIONS. (.e) 1Y-0.58, T=DSB
Max GdW 11=6llUC O, 7Y19(LC l)
FORCES. (In)- Max Comp Mlax. Ten - /ill forces 250 Did) or less except wlren sb0vm_
TOP CHORD 2�896r0, 3-0-898N, 45 7WO
BOTCHORD 10fl-0/527, 4l RNS9N8-9,(/09B, 7A-0/563
WEBS ST=T D.2-11=14110, 58-Ge152-10=w554010=z63N
NOTES-
1 ) UnbWmn dflwrFre4a65baaebeenconvere forthisde n
2)Recommen025strm Wbe .onege,spa a110-0-0BcaWlasten t0eachtrusswed3-100(0131"XW)miI
Strorgbacks to be aVacRV to walls al Mar order rry s a reshalnM by BNer means
3) CAUTION, Do not erM truss backwards.
VV �I :R
......
MARCOS A. HERNANDEZ
..........................
113878 -*—
COR F-12513
November 19,2024
,wA fiv nyno.�metrmanfin��Tesn.res n nan.nexnaene.eeP.fie.,.,,m., ,aRnense.
�arono
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yts ]ss35]lluReYAsmn
Jab Tn .� �Tvss Type
UNIT-18 tl/III FF22] FLGOR GIRDER
Mumps Brslsanee(Ceno ,TX), Camotaon, TX- s806,
0.1-8
H 11�3� 1L9
.a 11 fi8= .6 11
t 2 3
12
4
SbS
SBS
Plate Offsets (XYl- 130STEAMA ft00.1A EMeI.U20.1�.OJlSI
LOADING (psi) SPACING- 2" CSI. GE
TELL 400 Plate Grip DOL 1 DO TC 0 ]0 Verc
TCDL 2s0 camber DOL 100 PC 08] verc
POLL 00 Rep Stru Ina NO WG O1. Ric
BCDL 100 COOL IR=lUTP12014 Miami
pry Ply
/g^/ ) R85395621
1 8. WsS 1262024 MiTeRM9listr'kS, Ix Mon Nw 18115132 2024 Page1
ID:WBJaoISdHk =mNr MyD4lkR1C2PSB70Hg3NS9Pgn18w3oITXbC.K Doi7J CH
...-1Y5]
FL. In
gal Scott Lad
PLATES GRIP
(LL) T 06
8-9 >999 360
MT20 2"190
(CT) -010
8-9 >955 240
CT) 0.02
] Na wS
Weight W lb FT=20%E 11%E
LUMBER- BRACIRG-
TOPCHORD 2x4SP1650F15E or 2x4 SP No1w2WSP SSORD TOP CHORD
Shucturalw dsbeaNing Ulreclly
applies w6-0-0 oc purilns,
BOTCHORD 2x4SP1650F15EN4SPNd wzx4SPS8(flal)
except end veNcels.
WEBS zx4 SP No3(flat) BOTCHORD
RIgiO ceiling 0lreNy applum
or 10O-0 cc bmcTg
REACnoxS. (sze) 11--0.5$ ] B
MaxG. 11=1040OO B 7=10B9(LCi)
FORCES. NO) - Max Comp Was Ten - All forces 250 Uld or less except v.Ten sbuvm_
TOPCHORD 212090o%3-0=2090N, 45= (YGY0
BOTCHORD 10. 1-OncM, 410,00090, 8-9-0 ON),78=0tli43
WEBS 5 ] 1581,0. 2-11=1302M. 5SOO94 210=011668, 4-8- &T 310=98iN
NOTES-
1)UnbalancedfloorF 4adshavebeenconver lortblsde n.
2)Recommend2x strom]Wa .onedge,spa allO-0Do aWfwtetltoeachtwssw 3-10d(0131'XW)miIs
S on,b orss to be allacRV to walls at their outer ends w reordir ed by other meals
3) CAUTION, Do act erect Russ backwaNs.
4) Tandems) or other connected demce(s) shall be Pounces! suRBerd W supporc countermand bads) 9401b down at 4-5-0 on tap
chord. The desgNSHeclun oRsuch connection devlce(s) Is Me dop,nsldlRy a mb s.
5)Inthe LOADCASE(S)secbon,ba]sappledtoMe%a NID bussarendesasfront(F)orQck(B).
'
LCMUDIM SE(S) Standard
1) Dead +Fluor Ton, (balanash Lumber lnaease=100 Pace lmfease=100
\�
Undorn Loads buff,
OF. '%,
veK ]-11=z0. iL=-13o
11
PS ...
9S
Concentrated Loads Ohl
:G �!
Von 4- SCRIPT
............................:...... .
ERNANDEZI%
��1...M................
.COS
.AR
113878 :...
COR F-12513
November 19,2024
kenoduffi. damli use,
�aro
MiTek®
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9ueabe—lJtle��
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yIs]ss1nllunews—
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Tn «
now a
PIy
I2
R85395628
DNIT-18
F28
Ron,
Florc
2
1
Job Reference g^/
Builders Flrsl3aace (Carta N/m
,TX),
CartoOloq TX-5806,
6
8. 35s5 262824 Mire M9listr'k,Ix Mon Nov 181151322024 Pa9e1
IS ryWastNHk mmNr MyD4lkRICiPsB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
�r
1 34II
2 3 a4- 4 3o II
3®la=r102
LOADING (psi) SPACING- 2-0U CST.
TELL 400 Plate or, DOL 1 EdTC 012
TCDL 250 wmOer DOL 1 PC PC
OD]
BCLL 00 Rep Stru Ina YES WE 006
BCDL 100 Code IRC2021RPI2014 Malydi
LDMBER-
TOPCHORD 2,,4 SP 165OF 1.5E or 2x4 SP N.jor 2WWSP SS(0A)
BOTCHORD 2x4SP1650F15Eor2x4SPmd aSPSS(flag
WEBS 2x4 SP No 3gat)
REACTIONS. (sae) 8,=Mec1¢nea1, 5-T5
Max G. 8275BO IT 5- 5(LC 1)
FORCES. Vd-Max Compadax.Ten-/ill forces 250(10) or less except when shown
WEBS 35 26410, 2�264N
NOTES-
1)Onhaancedfloorw loadshavebeenco ere rorthmdesgn.
2) Refer 0 goder(s) Tor Liters to loss mmecOms
3) Recommend 2x6 a did,hacks, on age, spaced at 1"0 oe and fastened! to eachW
a toS on,backs to he a0achwalls 9Mar outer ends a restrained by other means
6
DEFL. n
(bc) VUefl T d
PLATES
GRIP
Ved(LL) C Ed]
_SL 360
MT20
2"190
veA(CT) -0 .
] >S. 240
Hm(CT) 000
5 Ned Na
Weg10: 28 do
FT=20%F, 11%E
BRACING-
TOPCHORD
SNx1u21 word sheathing dheclly appiCS a 111-0
oc Wdlns,
except end vernals.
BOTCHORD
Rigid ceiling docay applied or 1 PC cc Trading
3-100 IN 131-X 3')nal5
YR .
liV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Union PIN
NIT 18
9 Ron,
OBuildrors Frsl3aace(Cart FZ TX), Cartoon, TX-15006,Ty 8tiWs Sw'-162024 MiTVdlistrieS, Ix Mon Nw 181151322024 pap1629
ID BjaoUVTk r mNM My04lkR1CiPSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
I�
1 3x4 II 2 3 3x4= a 3x4 II
3®n =1Yo3
311 1no11
] 6
.
3
LOADING (psi) SPACING- 2— CM
TELL 400 P61e or, DOL 1 Ed
TC .12
TCDL 250 Th. OOL 1 W BC OD]
BCLL 00 Rep SUE Ina YES WE 0he
BCDL 100 Code IRC2021RPI2014 MA,,,S
LDMBER-
TOPCHORD 2x4 SP 165OF 1.5E 0r 2x4 SP No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNo1 cow SPSS(fla1)
WEBS 2x4 SP No3(flat)
REACTIONS. (sae) 8=63$5=M6TaNceI
Max G. 3264(LC IT 5264(LC 1)
FORCES. IS) - Max Comp Mlax. Ton -]ill forces 250 (10) or less except wlren Stowe_
NOTES-
171lnoalanced floor Ilve badre s Naee On considered Rif this dial
2) Refer to gnder(s) for truss to BUSS cnnpadds
3) Recommend 2SE stmogOacks, on edge, spocc4 at 1" 0 a and hastened t0 each BE
S°ooghaG to the allotted to walk at Heir order ends or rest2lned by older means.
9d
3.4
CEFL. n
(bc) Vtlefl Ud
PIATEB
GRIP
Ved(Ly -0go
] >9Y3 360
MT20
2"190
veA(CT) -0 W
] >993 24.
Hm(CT) 000
5 Na No
Weight 2811,
FT=20%F, 11%E
BRACIRG-
TOPCHORD
SNx1u21 wood SheaN1ng directly applied a l94
oc pudlns,
except end verbal
BOTCHORD
Rigid ceiling directly applieda 1OO-0 cc 02nrg
&10d (0131-X 3') o2M1s
�I
:R
...........................:....
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss
Dry
PIy
R85395630
UNIT-18
F31
�TvssType
Floc Gitlx
1
1
Job Reference g^/
Builders Firsl3aace(Carta
,TX),
Corral TX - 5006,
6
8. Ws5 262024 MiTe M9listr'k,Ix Mon Nav 18115133 2024 P.,1
IO WBJaWodV kramNr My04lkR1C2PSB7OHg3NS9Pgn1 3uITXbGK Doi7J CH
1g0 3w1
1{-2�
1 3xG
2
3 b4 = 9 < 3xt
...-I M2
1m II
3x6 -
d38
438
t 5l3 II
6 5
LOADING(psi)
SPACING- 2-0U
C51.
OEFL. In (bc) lMefl Td
PLAIES GRIP
TELL 400
P6te onp DOL 1 ED
TC .21
Ved(Ly T an 6 >9YJ 360
MT20 244/190
TOOL 250
Lumber OOL 1 GO
BC 011
Ved(CT) -0m 6 >993 24.
BOLL 00
Rep Stru Ina NO
WE 012
Too(CT)TOO 5 rVa Na
POOL 100
Code IRC2021RP12014
MabouS
Weight 301b FT=20%F, N%E
LUMBER- GRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(0A) TOP CHORD S4rctmal wood sneafth, directly
applied or45-B oc purllns,
BOTCHORD 2x4SP1650F15Em2x! SP No1 or 2W SP SS(M. except end vernals.
WEBS 2x4 SP 1650F 15E or2x4 SP No 1 a W SP SS(0a1)'Exr¢pP BOT CHORD Rigid ceiling dlreNy applied
or 1OO-0 cc 02nrg
35.2-8.2-7,36. 2x4 SP No 3(0at)
REACTIONS. (s¢e) 8=038, 5=Me hanlcel
Max Gran, 84.5(LC 1L T 1(1W(LC 1)
FORCES. (IN) -Max Con,amax Teo -All faces 250 Old or less except wirer snmm.
TOP CHORD 45 664N, 23- %9M
BOTCHORD 7SOev% 6-I=0(J69, 5b=0/369
WEBS 35---511M. 2-8=-511M
NOTES-
1 ) Untralancedfloor Webadsrarebeenconskl frtnlsdesign
2) RdmT f glyder(s) fr Wss f tmss mnnecficm,
3) Recommend 2x6 sborgbacks, on edge, spared a11" 0 do, and Reached to each Loss who 3-Mot (0131' X W) nal6 .
Or b
Strorgleces e aOached 0 walls aliM oNeT errQs w restrained by cater means
rg 4) Haa(s) a other connection devlce(s) shall be povlded sut0cent to su spod concentrated bed(s)1931b down at 1-0-0, and!204
Or Saidal 344 do trip and. The d¢gn/sekcVm of sum cormalbn corbels) b Me responsNOlty orotheds
ir 5) In e LOAD CASE(S) serban, bars applied Coate face of the boss are rated as tent (F) or Lock (B)
LOAD CASE(S) Slandad
1)Oead+Floor tm(balanced)Lumber mcrease=100 ISam Increase-1 o0
OF L\\
TF'I \I
Undoml Loads Ugh
Vert 5J 2D 14=-130
.......
yS:' • •Of 11
Cmrcenbated ltuds pq
I
Ved 4=-5522--10. m9,-146m)
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
��ro��ea is wan,se
MiTek®
acre tr.m
c ee-ssenm-t-r �m��t
a.
Jabvss
Dry PIy
R85395631
UNIT-18
FB20
�TvssType
FLOUR
10
1
Job Reference g^/
Builders Hrsl3aace(Carta
,TX),
Ca sg1-,TX- 5006,
6
8. Wa� 262024 MiTe M9listr'k,Ix Mon Nw 18115133 2024 Pagel
ID:syWaatlVHkr mNM My04lkR1C2PSB7OHg3NSgPgn18w3uITXbC.K DoiTJI CH
5®@=1Y16
3 ur3 II 4.4- 6a4II
T fi
LOADING (ps1)
SPACING- 2-0U
CSI.
GEFL. In
pact LHlefl Wd
PLATES
GRIP
TELL 60.0
PISIe Gnp DOL 1 UpTC
044
Ved(LL) T od
S , >9YJ 360
MT20
2"190
TCOL 30.0
Lu—OOL 100
BC
BAB
veA(CT) -00,
S, >933 24.
BCLL 00
Rep Stru Ina YES
WE
021
Hm(CT) 001
6 Na WS
BCOL 100
Code IRC2021RP12014
Madras
Weird 341b
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F1.5E od a4 SpNo 1 or2W SP SSORB
TOP CHORD
ShucWral wootl shearing Ulreclly applied od6-0-0ocp
pins,
BOTCHORD 2x4 SP 1650F 15E N4 SP No 1 a w SP SS(0ag
except end verbals.
WEBS 2x4 SP No Shah
BOTCHORD
Rigid ceiling directly applleO or 1 DO-0 cc 02nrg
REACTIONS. (s c) 9,Mecranad, 6=Mdaan cal
Max S. 9=581( O IT 6=58NLC 1)
FORCES. (r) - Max Comp Was Ten - /ilHorces 250(r) or less except when shovm
TOP CHORD 21L93/0, 34—fo3M
BOTCHORD 8? W!13,7SOrb93,67-0eeE
WEBS 4b6 ]15A)2-9= MAD _T7-0271
NOTES-
1) Unbalanced floor We keds have Ceen considered for this Jesyrt
2) Refer to goda(s) for Wss W Bass connections.
3)Recommend 95 strmgtacks, on age, spaced al 1"0 do and Rasta W to eaclnrns who 3- Too (0131-X 3")narS
St ongbaGs to be attaches Toxalls ather order ends ce reshalned by other means.
VV I. aI
.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
aroaIis �ean,se�ea�arw�
Mill
tra
loce-�enm-l-N m l
redisec
Jabvss
Ory PIy
R15395132
UNIT-18
FF01
�TvssType
Fla,
3
1
Builders Hrsl3aace (Carta
,TX),
Carrolton, TX-5006,
Job Reference g^/
8. 30s5 26202d Mire M9listr'k,Ix Mon Nov 181151342024 Pagel
6
ID syWastIVMk mmNr MyD4lkRIC2PSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH
2N
b30
rl 12 a
23d
1-11-12
1-11-12 2d4
Sa@=t117
Md 2.4= 3x4 d3x4 2xd
i
T18 =
83g= fi
3xfi =
b38 na
b38 b3-0
LOAOINO (psi)
SPRCING- 2-DO
Go
C51.
OEFL. In
(bc) We0 W
PLAOES GRIP
TCLL 400
P6(e DOL iDO
TO
00
Vert(ILL) -001
7A >999 360
W20 24 190
TCDL 250
Lumcer ROL 1 W
BC
014
VM(CT) -0@
1A >9YJ 240
BOLL o0'
Rep Strgs mO YES
WB
0 7
Hco(CT) 000
6 n2 n2
BCDL 100
Code IRC202WPI2014
Moral
Wini Goo
7 >999 240
Weight So FT-W3
LUMBER-
BRACING -
TOP CHORD 2v6 SP
2400E 2 OE or 2x6 SP DSS or 2x6 SP M 31
TOP CHORD
2U-0o, podlre (6JW may.) 1-5,
except end veNcals_
HOT CHORD 2x4 SP
1650E 15E or 2x4 SP No 1 or WSP SS
BOTCHORD
Rigid telling energy applied.
WEBS 2x4 SP No3'ExcepY
1$9F 2rt SP 2400F 20E m 2x6 SP DSS or2x6 SP M 31
REACTIONS. (.c) 8=0 6=0.
Max Uplift 8=-29(LC 8). 6= MLC 8)
Max G2v 8=603(LC D) 6--E03(LC 1)
FORCES. (Ib) - Max Corti Ten -All forces 250 pb) or less except wlren sbmm.
TOP CHORD 23 ,IW160, 3-0=540%60
OCT CHORD 7�14014056-7=140p05
WEBS 2�CWHO, 4{ 09210
NOTES-
1) Wnit ASCE 716, VuV 115mph (3-sttwid gust) S VasdimCD ph. TL=6 Op f. BCDL=6 Opsf, h� ft, B=55$ L= W,, eavc=4ft, Cal.
IL Exp B; Enclosed, MWFRS (directional) add C C CoUhSCRrone, caMBeverteft and dghlex see0 C-C for mem0ers and forces 8
MWFRS formactbns Stoehr, Lumber DOL=1 W plate gdp DOL=160
2) ProvMe adequate drainage W prevent eater funding.
3)Tts buss has been tled ed far a 100 W Bottom mod live load nonwncurtent with any other live bads_
4)'T61struss has been designed for a Ina, lead of 20 Opsr on the belsom chord 1n all areas Mere a rectangle 3 tall by 2-00 voile
wR fit bebi:een Me WMm chord aM am oBR, members_
5) PmvNe Mechanical conneclion (by others) of Miss W beam,, pate capable of withstanding 10D lb uqm atpunted 8, 6
6) This Mass doin rea8es Mhal a minimum structural 7116" stucol wood sheathing be applied aMrd gypm remy to the top cand Ice su
sheebock be applied d1recO) to 8o MOom chord
7) Graphical pu01n representation Oces not retold the sae wthe orientation of Me poor along the top motor WOone choN_
YlT :. 1
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jab Tn Type
UNIT-18 N/III FFFF02 Fla[
Firslsanee Build (Ceno ,Tx), CertO&on, Tx- 5006,
3s2 I 6&12
362 12-1.
3. =
—� a6 Ih
7171 IryCI 2 h;l
pry Ply
/g^/ ) R15395633
1 8. WsS 1262024 MiTeRM9listr'k5, Ix Mon Nw 181151342024 Page1
ID:syBipwivHk unaMrhtSMyD4lkRIC2PSB]0Hg3NS9PgnUNrM TQGMNrCDop7I CH
311E M.
}2-10 3 2
® =1225
z.4h��1 hry���h3�rt=
Ihl 3 Ihl I� M Ihl I7 1
] 6
Sa10 =
3xfi -
68-12
6512
1}"
6812
LOADING:00
SPRCING- 2-DO
C51.
OEFL. n
plot) Met! W
P- S GRIP
TCLL 100.0
Plate Grp DOL 100
TC
063
VdMLL) -00]
] >999 360
MT20 24 190
TCDL 250
Lumber DOL 1 W
BC
044
VdMCT) -010
6-7 >999 240
BCLL o0'
Rep Stress mO
VAR B
087
H.ACT) 004
6 Nor n2
BCDL 100
Code IRC202WPI2014
Mall
Wini 002
] >999 240
WeJgM 73M FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP
1650F 15E m 2x4 SP Nc 1 w 2w1 SP SS
TOP CHORD
2U-0oc radlre (b]-] map.) 1-5,
except end! verdcals_
BOTCHORD 2x4SP1650115E
1w2WSPSS orWSPNo
BOTCHORD
Rigid telling energy applied.
WEBS 2x4 SP No.3'ExcepY
1d 2x6 SP 2400F 2 0E ar 2x5 SP DSS M 2x6 SP M 31
REACTIONS. (we) 8=0.58, 6=M6TaMcel
Max Uplift B-46(LC 8). 6-16(LC 8)
Max G2v 8=1]65(LC 1).6=1766(LC 1)
FORCES. did- Max Conn,Mpx. Ten - All brces 250(to) or less except pother sbmm.
TOP CHORD 1d 39]O8, 2-3=252=, 3d 5=156 IkpO4
BOT HORD C7�28411898, W 29W1936
WEBS 2�221 BKPW62-7�5,3-]=7681154, 4-7-4W29, 4L6 276o57
NOTES-
1) Writ ASCE 7-16, VuV11ttwi 5mpb (3-sd ghat) VasdSimCD ph. TL=6 tipsL=6 . BCDOpsf, h� ft, B=55$ L= W,, eavc=4ft, Cat.
IL Exp B; Enclosed, MWFRS (dcMlowg add CC Comer(3) one, caMhlever eft and night expose0 C-C for reaches and Maces 8
MWFRS for reactions sbmm; Lumber D01-160 plate gdp D01-160
2) Wwlde, adequate drainage M prever pater pondmg.
3)Tbs buss has been ded hot Mr a 100 W Whom cocoa live load nrnwncunent with any order Ire bads_
4)' This truss has been designed Mr a Ire lead of 20 Dpsf on the Cotlom chord In all areas where a rectangle 3 talI by 2-0 voile
WR fit Oelween ode Wtmm chord add a, oBRr members_
5) Nader M goden(s) our buss to buss conneclkva
6) Pmvlde Mechanical connection (by others) of truss to bearing plate capable of wthshaMing IDo Iblift al uplift 8, 6.
]) This Noss design requires Mot a radial v 71W structuralwoad sheathing be applied directly t0 Me top chord and 12-gypsum
sheeboMe ode applied Oil" to e NMom [hood B) Graphical pudln representation does act repaid the s¢e or the orientation of ode Morin along Me top and/or Wuom char.
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
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�aro
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Builders rudgooce(CUM ,TX),
�Tvss Type
ROOF SPECLll GIRDER
CartoBoq TX- 5006,
16fi
�/16fi
2
p Ply
/g^/ ) R15395634
1 8. W s 52 262024 MiTeRIT1191istr'kS, Ix Mon Nov 181151342024 Page 1
IDWBJicrURTk mmNr MyD4lkR1C2PSB7OHg3N5gPgn18w3uITXbC.K Doi7J CH
19A 2E1 3LA
0.&L 6614 1-0fi
4 lr3
o-d
fi
bv8 =
exs =
at, =
9
3E9
9
4
Plate ORsets (XYl-
7Od-0-0OdA1
!-BINDING (psi)
SPACING- i-0U
CSI.
GEFL.
In
(bc) Vdefl t/0
PLAIEB
GRIP
TELL 1000
Plom But 00L 1 W
TC
010
Ved(LL)
-0 do]
>959 360
MT20
244/190
TCDL 250
LumMr DOL 1od
BC
011
Ved(CT)
-0.1
] >999 24.
BOLL 00'
Rep Stru Ina NO
WE
022
Hvg(CT)
000
6 Na No
BCDL 100
Code IR=117P12014
Mal]Ix-MP
WIM(LL)
000
8 1999 240
Weight So it,
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP
1650F 15E or 2x4 SP No 1 Fir 2x4 SP SS
TOP CHORD
2TS oc WrIMs[ 15. except end veNcels
x6 BOTCHORD 2SP
24WF 2 OF or 2n6 SP DSS or 2x6 SP M 31
BOTCHORD
Rgld ceiling directly applied o]10O-O oc Mxing
WEBS 2x4 SP No 3
REACIIONS. Doe) 8=05$ 6=M6TaNcel
Max G. 8= 55LLC 1). 6=ZeRdLC 1)
FORCES. (It,) -Max Comp MISS Ton- All farces 250 Vid or IRS; except wren sbmm_
TOP CHORD 1S 295N, 2�WGA , 3-0=920.N, 36=295N
BOTCHORD IS11673, 67=011613
WEBS 2�186IN, 2-7-Mm 517�390, 4- 1)1805 4f 186]N
NOTES-
1) 2-ty Vass to be connected together wed 101 (0131 NY) nails as falbws_
Tap chords connected as fillours_ ad-1 Rai at 09-0oc
Bottom
BUchoras ds connetled Tolima2x6 w-- 2 ones sl],s0. led at oc.
M, connected as foYovs: 20 -1 me, a1(L9C or,
2) AS bads are mnsldeled equally spared to all plies. except IT acted as fiats(F)or lem,(B) face in the LOAD CASE(S) Reach Ply to
pry connections rare been provmed to disNbme only loads noted a (F) or (B), unless olbeerxtse trdlceled.
3) Word ASCE I-16; VuR-fl ngto (3-second gist) VasdSflmph. TCDL=6 OpsE, BCD1=6 Opsf, h�tOV; B,5511, L=251[ Form 411, Cat.
IL ESP B. Enclosed; MWFRS hicectionaq, caMdrousl :ft and nghd exposed; Lumrer DOL=160 plate gnp DO1=160
4) Pmvlde adequate d2bage to prevent water ponds,
5) This gross leas lasers desgned For a io 0 psf ro0om ailed mul live load nom�crent with any other Ins, bads.
6)-TMs s ashas hear deslglred for a We be Wad of 20 Opsf on thy, m Used In aareas wTere a rectangle 3b0 tat by 2-DO vide
.1 IS between the Innom chord am a, mha me nhers_
]) ReRr to glNer(s) for truss W Vuss ce reacts s
8) Laid case(s)1, 2, 3, 4, 5, 6, ], 8, 9.10,11,12.13, 14.15,16. P, 13. 19, 20, 21, 2 , 23, 24. 25, 26, 27, 28. 29, 30 baLsave been
mWftied. BulMeg d¢,it must review bads to verity Nat they are comA BUT Me intended use a its tr s
9) G2phical pudN repM,,F ddn does Mat depict the Sam or Me aneNatlon of the puffin aing Me top and/or Whom chord.
1 )Hanga(s)or other conn`mUn device(s) shall be pmvNed sufficient to support comvnhabd bad(s) 1756 to doom am 5616 up at
1
-7
-0onlnVam C1UmJ The de51gn5eleun orsudr on2atbn devlce(s) tithe respanslNhty mothers.
LOAOCASE(S) Standard
1) Dead
+Mach Love (ed6rrczd) Lumcer Inaease=i 00, Plate Inoeasex100
Unknor Leads (BUT,
Veit 15=53I. 68=-10
ConcerNaled Leads No)
Vert .]=-ns6(F)
-e.um—MIMS-11inhonneen,sese or
F �
4S 11
.Y 11
MARCOS A. HERNANDEZ:
....;......11387
....11387 8....;...�
�.nFSZ/CENSE'a."*,,% i
COR F-12513
November 19,2024
Mill
Joh
n's
TYPE
PIy
R8539563d
ONIT-18
FF03
ROOF SPECLll GIROER
�NOU
I
1
2
IYJ6, ob R24 kdrnal\,
Builders FimiSaace (Carta
,TX),
CartoObq TX- 5806,
b
8. 3mmN
MU"k Page
Tek irks, Mon Nov1811i
Doi4 CW
IO ryOJastIVMk �amNdiSMy041kRIC23B]OHg3N59Pgn18w3uITXbOKWrCOoi]JIZIC"H
yD4lk
LOF00113E(8) Standard
2) Lead .075 Roof Lou, dalanced): Lumber Incraase=100, Plate Imfease=l 00
Unrtmm Loads (pin
vert 1�160, 6A=-10
Cmdrentrmed Loads did
ved:]=1429(Fl
3) Lead+UnlnbabraMe NNE WNtout Storage Lumber ImPeCre, 125, P6te Increase-1 25
UnRorm Loads (pit)
Ved: 15 50, 6s=-20
Concentimed Leads pb)
Ved:]=-569(F)
4) Dead +06 MWFRS Wind (Pas Internal) LeR Lumber Increase=160, Plate Increase=160
Unamm Loads (pin
Ved: 1=15. C+B=b
Concentrated Loads Old
Wmrt 52(F)
5) Dead + O 6 MWFRS Wiind(Pos_ IMm ea) Right
mbtt Increase=160. Plate Increase=160
Undurm ads Lo(pin
Ved: 1S 15"-=
concemmmed Loads and
vert 7=52(F)
6) Lead +0 6 MWFRS Word (N y. Inbreed Left- Lumber orrem,160, Plate Incras,160
Undml oLoads(Put
Vert. 1� 34, 6A=-10
Concabated Loads (N)
Ved 7=56(F)
]) Dead +06 MWFRS Word (Ned. Inemm) Night Lumber Increase=160, Plate Increase -I 60
Uniromi Loads(put
Vert 15 34, 68=-10
conceno-med Loads No
Vert »6(F)
8) Lead +06 MWFRS Wind (Pos. Internal) 1st Parallel Lumber Increase=160 Plate Increase=160
UOao. Loads (pin
Ved 1b 27, 6A=E
Concemated Frads(N)
Vert]=52(F)
9) Dead +0 6 MWFRS Wind (Pas Internal) 2nd Parallel Lumber Increa,l60, P6te Incfi60
Undmm Loads (pin
Verc iti`--4405 , 6A=
Concentrated Loads (N)
Vert 7=52(F)
lm Lead+06 MWFRS Wmd (Neg_ lineman 1st Paallel LumM Increase-160, PIme Increase=160
UnRarm Leads Um)
Vert 1S M4, 6d- 10
CwcenVated Leads (N)
11) Lead +06 MWFRS Wind (Neg. Internal) 2nd Parallel Lumber Increase=l W, Plate Increase -I 60
Unseat Leads UAn
Ved: ice- .6d 10
Cancenated Leads pb)
Ved ]=mdF)
12) LwLL Lumber increa5e090, Plate Increase=0 90 PIL metals 90
wawm Leads Nm
Ved. 1S=-530, 6d 10
cwrenated LwdR Uld
Ved ]—[46(F)
13)Lad+0]5Rwalce(bel.)+0]5(06MWFRSWM(Neg. MULCH) Lumberincrease=160. Plate lrum a l60
Unamm Leads ((.Yn
Vert 1S 7M, 6d=ID
Cwcenrated Leads pb)
Ved.]=6(F)
14) Dead +0 75 Rw1Lrve dal) +0 ]5(06 MWFRS WnM (Neg Ind Rgbd: Lumber Inceease=160, Plate Increase-1 W
Unaarm Leads Not)
Ved 1-5=-7M,, 6d 10
Cwrenrated Loads pb)
Ved-]-6(F)
15) Lad+0 ]5 Rw1Lwe (bat)+0 ]5(06 MWFRS WiM (Ned Ind 1st Parallel): WmLer Increase=i 60, PIme Increas�i 60
UMorm Lcei U g)
ved 1�75,1, 6d=10
cgncenr4tM Loads Old
VerL ]x,(F)
16) Oad+075 RwlLove, dal) +0 ]5U) 6 MWFRS Wind (Neg. Ind 2M Parallel: Lumber Increase-1 W. Plate Increase=160
Woman Leads din
Vert -1-5=-0646d=-10
Concema(ed Leads gin
Ved: ]-(F)
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Jab
Tn«
Type
Dry
ply
R153951M
ONIT-08
FF03
�Tvss
ROOF SPECLll GIRDER
1
q
L
Job Reference/g^/ )
Builders Flrsl3aace(Carta N/m
,TX),
CartoObn, TX- 5006,
6
8. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115135 2024 Page3
IO syWaWofflkr mNM My04lkR1CiPSB7OHg3NS9Pgn18w3uITXbOK Doi7J CH
LOAD CIISE(5) S mclar0
1])Pd+06MWFRSWMJMm. LeRLumbrimtease 90,P1a@lnoa5 DW9 metal=090
UNmrm Loans (pll)
Verl i 5--0 , 6d-- b
CwcsNated Lw05 (lb)
Ved.-2(F)
18)Oea0+ 06 MWFRS Word Mon RUM Lumber lnaeas OM, Plate Imfwse=090 PR mefalO90
U.,M, Loads (q)
Vert: 1, 463,6E-�i
Cq Udrded Lwas pb)
vert 7�52(F)
19) Reommi OeM+06 MWFRS Wind (Pos. Intemal) LeR Lumber Increase=160, Plate Inummse=160
UnBumn Loads (pM
Vert 15-415,6E
Cwrernr ded Lwdspb)
Ved 7�62(F)
20) Rev 1 Oea]+06 MW RS Wtnd (Pos_ IMemag RUM Lumber Increase=l W. PMte Incmase=160
Undamn Loads (ptl)
Ved 1S 415,6E
eonreubared Loads pb)
Ved. 7—t62(F)
21) Reversal. Lead! +06 MWFRS W.d (N y. Internal) Left Lumber Icrease=160, Plate Inc -1 60
U.,0. Loan (ptl)
VM 1S-S ,6�10
canrentreted Loads pb)
Ved-T—t58(F)
22) Reversal Lend+06 MWFRS "d (Neg. Internal) RgM Lumber lud eae=l 60, P6& Izrwse=1 W
UMmm Loa05 (pll)
Vert . 1�S ,6d=10
concemrareo Loan db)
Val 7�58(F)
23)Reverser! Lend +06 MWFRS Wind (Pus Internal) 1st Parallel: Lumber lnoeas lW, Plate Increase=160
Undamn Lords (p0)
Vert 15-427,6E
C rmffr'afed Lwn(lb)
Vert 7�62(F)
24) Reversal. Lend+06 MWFRS Wnd (Poi IM mal) 2nd Parallel Lumberincre e e 160 Rmr Inaease=i W
Uniform Loads (pti)
Val 1E=-440, 6E
Cwcent2tetl Loan (lb)
Ved: 7�62(F)
25) Reversal Lead! +06 MWFRS NfiW (Neg Internal) 1st Panalkl: Lumber mm, se=160, Plate Inaem,l W
UNmmn Loads (ql)
VerL 1S 534,6d=10
CwcaNated Loads (lb)
Ved. 7`.58(F)
26) Reversal Lea]+06 MWFRS Word (Ne¢ Imemal) 2M Pa21kl. Wormerh¢rease=i60, Plate Inawse=1 W
Unilamn Loan (pt)
Vert 1, 534, 6d 10
cancemreled Loads pb)
vat 7�58(F)
27) Reversal OeM+O 75 Roof Lrve (bal ) + 0 ]5(06 MWFRS Word (Neg. Int) Left). Lumber ldcre e l 60, Plaie Increase-1 60
UnRumn Loads (pm
Vert 1 5- 764, 6E=-10
canrentrered Lwn (lb)
Ved 7-1192(F)
28) Reversal Oea]+O 75 Rwf Lm (bat)+0 ]5(06 MWFRS Word (N , Int) RUM) Lumber Incem,e=l W. Place Imes¢=l60
UndOmn Loads (ptl)
Ved 1S 764,6E 10
eancerimbed Loads Ub)
Ved ] 1192(F)
29)Reversal. Lead! +0]5 Roof LNe(bal)+0]5(06 MWFRS Wnd(Neg Ind) W FmmHJ): Lumber Inaea l60 Plate
1.. 160
Unifamn Loan (ptI)
Vert 1, 7", 6d 10
Cmcemrered Loads pb)
vM T 1192(F)
30) Reverend f OeM+O 75 RW Lone (bal )+0 ]5(06 MWFRS Wind (Neg. Int) 2nd Parallel)[ Lumber Izm,em-1 60, Plate
Inaeac=l 60
Undarm Loads (ptg
Val 1E=-764, 6E 10
C rerNatel Loan(lb)
Vert ] lI92(F)
Ar-,I, nacre wan,se. MiTek®
ev om° e nor -R .Ro�171=,11hul u�Kg
Jab
Tn«
Ty W
Ory PIy
R85395635
UNIT-18
RW01
�Tvss
Flom Su,aamdi Gad.
1 1
/g^/ )
Builders FrslSaa.e(Cam N/m
,TX),
Carrolton, TX- 5006,
6
B. 30s5 262024 MU";I listr'kS, lx Mon Nw 18115135 2024 Pagel
ID:ryBJaWUfhk =mNr MyD4lkR1CyP5B7OHg3NSgPgn18w3uITXbC.K Doi7J CH
... -I lug
1
f
1a1-o
1q-1-o
LOAGING Sol)
SPRCING-
2-DO
CST.
GEFL.
n
pec)
Poe8
W
TCLL 400
P6te Gnp DOL
1CO
TO
008
Val(LL)
Na
-
Na
999
TCDL 250
Lumcer DOL
1 W
BC
or,
VeMOD
Na
-
Na
999
SCLL 00
Rep Strgs Ina
YES
WE
o04
Hmz(CT)
000
10
Na
nh
BCDL 100
Case IRC2021TF,2Dl4
Maya-R
LUMBER- BRACING -
PLATES GRIP
MT20 244OW
Wapht 47m FT=20%E 1l%E
TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal) TOP CHORD ShucN2l wood sheMNllg Uhectly applltlw680 oc Wrllns,
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No1 w2WSP SS(0ag except end veUTCIIK
WEBS 2x4 SP 1650F 15E or 2x4 SP No1 w 2W SP 5S(flag BOTCHORD RgM telling dlredly applied or 1 D Doc Mash,
OTHERS 2x4 SP No3(flat)
REACTIONS. Allman, 101-D
gg- MaxGw Ailfe lot 25010orks atjolnt(s)18,10,1],16,45,14,13,1E,11
FORCES. Vd-Max Comp Mlax.Teo-Allfirce5250 (10)orkss except wBen sOmm_
NOTES-
1 ) AS plates are 15,3 MT20 unless o0relwse Indicated
2) Gable regmres continuous IwOan chool Deamg_
3) Truss to ce poly sneaNed had one race or Secure, braced against lateral movemerd (te. Magonal
4) GaMe h ds spaced! at 1-0 .
5) Recommend 2x5 strom]Lrecks, on edge, Spaced! at 10-0 0 or mM fastened to each Buss w0b 3-0Od (0131-X W) raft
StrDlgbacks to be attacRV to v211s at Mar order ends or restrained by offer means
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss
Dry
PIy
R85395636
UNIT-18
MAR2
�TvssTYpe
Flom Supported! Gad.
1
1
/g^/ )
Builders FirslSaa.e(Cana
,TX), Carmad, TX - 5006,
bill
B. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115135 2024 Pa9e1
ID:WEJaWRIT,
=mNr MyD4lkRICPSB]OHg3NS9Pgn18w3uITXbC.KWrpoii7J CH
lair
1 2 3
6 5 6 5®n!=1Y08
12
13
_
3a6
11 1U 9
8 P
.4=
fi=
Sea
as
Plate Offsets (XYl—
120.1A 0.1�I 1130.1d 0-1d1
LOADING (psi)
SPACING- 2—
Cal.
OEFL.
In (W) I= Oil
PLAMS GRIP
TCLL 400
Plate Grip DOL 1 W
TO 0 on,
VCF(LL)
Na - Na 999
W20 2"190
TOOL 250
LunlCer OOL 1 W
BC 0a
Ved(CT)
Na - mar999
BOLL 00
Rep sde Ina YES
WE 004
Hm(CT) 000 ] Na Na
BCOL 100
Cal IRC2021RP12014
Maim-R
WeVid 3111, FT=20%F, it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w WSP SSUad
TOP CHORD
Shurtural wood sheathing dlreClly applied w STO oc purilns,
BOTCHORD 2x4 SP 165OF t5E oC 2x4 SP Not or 2x4 SP SS(flag
except end vertical
WEBS 2x4 SP 1650F L5E OC 2WSP No 1 or WSP 55(flal)'E Pr
BOTCHORD
Rigid Ceiling dimay applied or 1 DO-0 tic braCTg
11-02,R13:2x4 SP NO3(flal)
OTHERS 2x4 SP ad, 3(flad
REACIRONS. All bea n"S 5Sro
(UP- M.G. Ai ere,0n5250WOIkssaijoings)11,],10,9,8
FORCES. old - Max Coor, Soo Teo- All firees 250 Um or l, s except v.Ten shown
NOIES-
1) AS Ida es are 15x3 MT20 unless Wleoxse Indicated,
2) Ca le requires Wntlnwus adorn tlwN marim]_
3) TRUSS Vo be NOy sheathed from one Face or securely b2ced against aleral movement (I
e. dgo ianal Web).
4) Gabk End" spaced at 1 4C tic
5) Recommend 2x6 SECUMI acksced a1 , on edge, spa1" 0 oC and fastened to each bass wth 3-told (0131'
X W) naes
SOmgbackS to be aliached W walls al NCtt order eRUN or restrained by other meam
AkefoRNING V" diSog, n—amm ,d READ ISCUTSONTUSAND INCURRED MmE REFERENCE RACE Mi — mcAo3ormom USE.
+ C IN ...
♦rj
..............................�
MAWIDS A. HERNANDEZ%
.......... ...
113878 f
1� �•nFS��CENS'a.G�.
COR F-12513
November 19,2024
Mill
Jabvss �TvssTYpe
UNIT-18 KW84 Flom Suppmlel Golan
Builders Frslserm.((Car ,TX), Caragar, TX- 50061
n
1 2 3
I
15
pry Ply
/pg ) R85395637
1 8. WsSW'"6J.2024 MiTeKlfdliiat ,Ix Mon Nw 18115136 2024 Page
IO syEUaWofhk ramNr My04lkR1CiPs87OHg3NSgPgn18w3uITXbC.KW Dooii7J CH
t
® =I Ra
6 a 7
1fi
xfi _
14 13 12
it
10 9
8
3.4 =
3.4 =
41-0
B 1-0
Plate Offsets (XYI— 15(T1A 0.1-0I 1160.1d 0-tAl
LOADING (psi)
SPACING-2—051.
OEFL. In
(bc] Vdefl i/0
PLAIES
GRIP
TCLL 600
P6te Gnp DOL 1 W
TOo W
Vat(LL) Na
- Na 999
MT20
2"190
TOOL 250
LumCx GOT 1 pan
002
ved', "A
- Na 999
BCLL 00
Rep She Ina YES
WE 056
HomCT) 000
8 Na Na
BCOL 100
Cade IR=VTP12014
Maim-R
Weight 401b
FT=20%F, 11%E
LDMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA)
TOP CHORD
Shuc1u21 wood smal lug doaUN applied w6-0-0
oc purllns,
BOTCHORD 2x4 SP 1650E t5E or2xd SP No 1 w2x45P 5S(flal)
except end veNcels.
WEBS 2x4SP 1650F L5E or 2WSP Not w2W SP 55(flal)-ExcepP
BOTCHORD
Rigid ceiling dimay applied w 1 OO-0 cc 02nrg
1415,8-16 W SP No3gal)
OTHERS 2x4 SP No.3(fla)
REAL BONS. All hearings &i-0.
Uld)- M.G. Miere lm¢25001orkssatjolnt(s)14,8,13,12,11,10,9
FORCES. ph) - Max Goig.floho Teo- All mra, 250(N) or F s except v.Ten shoed
NOTES-
1) All Ida&s are 15x3 MT20 unless IMerwse Indlcel ni
2) Cable requires Wntlnwus Sudan IYwN bearhg_
3) Truss Vo he NOy sheadded from one Face or securely braced against ate21 movement (I
e. diagonal a eh).
4) Gablesods spaced at 1 4C oc
5) Recommend 2x6 "Argbacks, on edge, spaced a11" 0 oc and fastened to each does with 3-tod (0131X
W) naes
ShorgbarM to be attached b walls al their order raN or restrained by order mead,
/f a
f
.............................
/MARCOS A. HERNANDEZ
/fi..., 11387841
11�`SS/ONAIEtt�'��
COR F-12513
November 19,2024
kem a v nd p.�me na4n��aesa. res nl nwn.nexnaeneaeeP.ce.,.,,re., aa�aneu,e.
�a1 �ro a
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tle
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)
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R85395638
UNIT-18
KW20
�TvssTYpe
Flom Supported! Gad.
1
1
/g^/ )
Builders FirslSaa.e(Cana
,TX), CarroCbq TX - 5006,
bill
B. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115136 2024 Pa9e1
ID:WEJaWRIT,
=mNr MyD4lkRIC2PSB]OHg3NS9Pgn18w3uITXbC.KWrpoii7J CH
61i
1 2 3
6 5 6 5®n!=1Y88
12
13
_
11 1U 9
8
3x<=
3xfi =
Sea
as
Plate Offsets (XYl—
120.1A 0.141I 1130.1d 0-1d1
LOAOIRG
SPFCIRG- 2M
Cal.
OEFL.
In (W) I= Oil
FLAME GRIP
rD
TCLL 400
P6te onp DOL 1 W
TC 0 on
Ve3f(LL)
Na - Na 999
W20 24 90
TOOL 250
Lumber OOL 1 W
BC
ven(CT)
Na - Na 999
BOLL 00
Rep sde Ina YES
WE 001
Hm(CT) 000 2 Na Na
BCDL 100
Code IRC2021RP12014
Maim-R
Weadd 31 Id FT=20%F, it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w WSP SSUad
TOP CHORD
Shurtural wood sheathing dlreClly applied w STO oc punlns,
BOTCHORD 2x4 SP 165OF t5E oC 2x4 SP Not or 2x4 SP SS(flag
except end veNcels.
WEBS 2x4 SP 1650F L5E OC 2WSP No 1 or WSP 55(flal)'E Pr
BOTCHORD
Rigid ceiling dimay applied or 1 DO-0 cc braCTg
11-02,R13:2x4 SP No 3(flal)
OTHERS 2x4 SP ad, 3(flad
REACIRONS. All bea n"S SSro
(UP- M.G. Ai ere,on5250WOIkssatjoings)11,],10,9,8
FORCES. old - Max Comp.Mlax. Teo- All firees 250 Um or l, s except v.Ten shown
NOIES-
1) Ar Ida es are 15x3 MT20 unless Wleoxse Indicated,
2) Cable requires Wntlnwus adorn tlwN bean]_
3) TRUSS Vo be troy sheathed from one Face or securely b2ced against aleral movement (I
e. dgo ianal Web).
4) Gabk End" spaced at 1 4C oc
5) Recommend 2x6 SECUMI asksced a1 , on edge, spa1" 0 oC and fastened to each bass wth 3-told (0131'
X W) naes
SOmgbackS to be attached W walls al NCtt order eRUN or restrained by other meam
AkefoRNING V" diSog, n—amm ,d READ ISCUTSONTUSAND INCURRED MmE REFERENCE RACE Mi — mcAo3ormom USE.
+ C IN ...
♦rj
...:...........................�
MARCOS A. HERNANDEZ%
113878 f
1� �anFS��CENSE�.G�axu
10
COR F-12513
November 19,2024
Mill
Jabvss �TvssTYpe
UNIT-18 KW21 Flom Suppmlel Golan
Builders Frslserm.((Car ,TX), Caragar, TX- 50061
n
1 2 3
I
is
pry Ply
/pg ) R85395639
1 8. WsSW'"6J.2024 MiTeKlfdliiat ,Ix Mon Nw 18115136 2024 Page
IO syEUaWofhk ramNr My04lkR1CiPs87OHg3NSgPgn18w3uITXbC.KW Dooii7J CH
t
® =I Ra
6 a 7
1fi
xfi _
14 13 12
it
10 9 8
3.4 =
3.4 =
41-0
B 1-0
Plate Offsets (XYI— 15(T1A 0.1-0I 1160.1d 0-tAl
LOADING (psi)
SPACING-2—051.
OEFL. In
(bc] Vdefl i/0
PLAIES GRIP
TCLL 600
P6te Gnp DOL 1 W
TOo W
Vat(LL) Na
- Na 999
MT20 2"190
TOOL 250
LumCx GOT 1 pan
002
ved', "A
- Na 999
BCLL 00
Rep She Ina YES
WE 056
HomCT) 000
8 Na Na
BCOL 100
Cade IR=VTP12014
Maim-R
Weight 401b FT=20%F, 11%E
LDMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA)
TOP CHORD
Shuc1u21 wood smal lug doaUN applied w6-0-0 oc purllns,
BOTCHORD 2x4 SP 1650E t5E or2xd SP No 1 w2x45P 5S(flal)
except end veNcels.
WEBS 2x4SP 1650F L5E or 2WSP Not w2W SP 55(flal)-ExcepP
BOTCHORD
Rigid ceiling dimay applied w 1 OO-0 cc 02nrg
1415,8-16 W SP No3gal)
OTHERS 2x4 SP No.3(fla)
REAL BONS. All hearings &i-0.
Uld)- M.G. Miere lm¢25001orkssatjolnt(s)14,8,13,12,11,10,9
FORCES. ph) - Max Goig.floho Teo- All mra, 250(N) or F s except v.Ten shoed
NOTES-
1) All Ida&s are 15x3 MT2O unless IMerwse Indlcel ni
2) Cable requires Wntlnwus Sudan IYwN bearhg_
3) Truss Vo he NOy sheadded from one Face or securely braced against ate21 movement (I
e. diagonal a eh).
4) Gablesods spaced at 1 4C oc
5) Recommend 2x6 "Argbacks, on edge, spaced a11" 0 oc and fastened to each does with 3-tod (0131X
W) naes
ShorgbarM to be attached b walls al their order raN or restrained by order mead,
/f VV .
/MARCOS A. HERNANDEZ
/fi..., 113878
11�`SS/ONAIEtt�'��
COR F-12513
November 19,2024
kem a v nd p.�me na4n��aesa. res nl nwn.nexnaeneaeeP.ce.,.,,re., aa�aneu,e.
MiTek®
ile,
dmw aay.Ne„s wGce ��
9utlaber.M
u
tle
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)
In 1ss 1111 nekUsmn
Jab Tn« �Tmss Type
UNIT-18 N/III mmv;2 Flom Suppmlel Gad.
Buillddetrrn Firslsaa..(Ceno ,TX), Caran,TX-5006,
n
i1 1
18.. 17 1fi 15 16
3x4 =
pry Ply
R15395641
1
1262024
8. WsS
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MiTeRM9listr'kS, Ix Mon Nw 18115136 2024 Pagel
ID syBJaWohk axmNr MyD4lkR1CyI5B7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
Sao =tP3
3.
fi
] 8 9
a
12 11 10
R4
Plate OIcet,fXY1 1190.1TGA- I
LOADING (ps1)
SPACING- 2'—
Call
OEFL. In
(bc) Vdefl III
PLAIES GRIP
TCLL 40 0
P6te G, DOL 1 W
TOO W
-n(LL) Na
- ma 999
MT20 2"TW
TOOL 250
L.. GET 1 W
BC 001
Ved(CT) Na
- Na 999
BOLL 00
Rep Stria Ina YES
WB 001
HaRCT) 000
10 dod Na
BCDL 100
Code IR=VTP12014
Matax R
Wega 511b FT=20%F, lI%E
LUMBER-
BRACING-
TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or 2W SP SS(flA)
TOP CHORE
wood
Sncludil sbeaNing dlreM applied m&To oc purllns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SS(fiat)
except end vernals.
WEBS 2x4 SP 1650F L5E or 2W SP No 1 or 2W SP SS(flal)'Exr¢pP
BOTCHORD
Rlgld ceiling dlreNy applied w 100-0 cc b2nrg
18-19-2W SP No3(flal)
OTHERS 2x4 SP No 3(flao
REAL BONS. All bearings 1068
Uld)- M.G. All rearbin¢ 250 0 .,r s at)olnt(s)18,10,1],16, 15,14, 13,12.11
FORCES. plo) - Max Corr,Wax .Ten .- All mra, 250(N) or l s except vital Rhoed
NOTES-
1) N 1da&s are 15x3 MT20 unless otherwse Indlcel c,
2) Game requires contormus al tlwN bearing_
3) Truss ro de only shood ed from one race drs murery b2ced against Uteral movement p e.
diagonal Web).
4) GablestWs spaced at t-TO.
5) Recommend 2x6 sborgbacks, on edge, spared a11" 0 oc and fastened to each does wth 3-Too (0131X
W) naes
SOorgbarM W be attached 0 walls al Nctir order erg or rest2lned by oNermean5
6) CAUTION, Do not erect Wss backwards.
�
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 ?...
COR F-12513
November 19,2024
Mill
Jab ITn; �Tvss TYpe
UNIT-18 N/III MmNLJ FLODR SUPPORTED G4BL
Builders HrslSaaee(Cano ,TX), Camohnon, TX- sons,
1 2 3
13
P
R15395641
1 1
ob R24 eference 'o
8. 3mmN yD4lk Tek 7GHq Mon Nov1811i Doi4 Page CW
IO ryBJastIVMk uxmNrMSMy041kRICy3B]OHg3NS9Pgn18w3uITXbC.KWrCpOlo3i]JIZIC"H
5®n =1Y16
4 6
12 11 fib 9 8 T
3x4= 3x4 =
6 2
.12
Plate OIcg,o fX Y1 13 0.1T 0.1-81 1140 1d 0-1d1
LOADING (psi) SPACING- 2 M CM.
DEFL. In
(bc) Vdefl III
PLATES GRIP
TCLL 400 Plate Grip DOL 1 W TO 0 m
Vcn(LL) Na
- Na 999
MT20 2"TW
TOOL 250 LumCx OOL 1 W BC 002
VSU(CT) Na
- me 999
POLL 00 5
Rep Sde'a'nde
Hw](CT) 000
] Na Na
BCOL 100 IR=VTP12014Ina
Maim Rm
Weight 291b FT=20%F, it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA)
TOP CHORD
Shudural wood sheathing directly
app11M w6-0-0 oc p pins,
BOTCHORD 2x4 SP 1650E t5E oi2xd SP Not w2x45P 5S(flal)
except end vernal
WEBS 2x4SP 1650F L5E of 2W SP No 1 w 2W SP S5(flat)-Except-
BOTCHORD
Rigid ceiling direNy applied w 1OO-0 cc bracTg
12-13j 14:2x4 SP No 3(flat)
OTHERS 2x4 SP ad, 3(flat)
REACMONS. All heangs 6T-12
Uld)- M.G. Miere ion52508to1kssat)olnt(s)12,],11,10,9,8
FORCES. old - Max Gomp.floho Teo- All mra, 250(N) of l s except v.Ten shown
NOTES-
1) N 1da ds are 15x3 MT20 unless W1eream Indcet ni
2) Gable requires Wntlnwus Sudan tlwN marim]_
3) Truss Vo be argy sheathed from one Ore di securely braced against UIe21 movemwgon d d e. chaparral Web).
4) Gablesods spaced at 1 4C oc
5) Recommend 2x6 shom]backs, on edge, spaced a11" 0 oc and fastened to each does
with 3-told (0131X
W) naes
Snarl to be attached to walls al Nctt order maN or restrained by other memx5
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Lem 6 w ndnP.�ma nanan��aes0. res n nwnnnexneFene.eee.6e.,.,,re., aa�Onense.
a�
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Oon
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Symbols
PLATE
LOCATION AND ORIENTATION
1f2L�lIT L+I W Dimensions
ionsaeplate on joint unless xnt
offsets are Indicated
,
Apply pions are in h sidesinusioft, hs.
Apply plates to both sides oP tmss
and fully embed teeth
.
Ogee
� F
For 4 r 2 orientation, locate
p ates 0-'�d' from outside
edge of truss,
This symbol inCoates the
required direction of slots In
connector plates.
"Plate location detalls available in MITek
software or upon request
PLATE SIZE
The first dimension Is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots,
LATERAL BRACING LOCATION
Indicatedin the
symbol shown and/or
by tax[ in the Bracing section of the
output User orlbredng
If Intllcatetl.
BEARING
Indicates location where bearings
(supports) occur 4cons vary but
reecdon section Indlcatesjolnt
number/letter where bearings occur.
Min size shown Is for crushing only
Industry Standards:
ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal
Plate Connected Wood Truss Constmction,
DSB-22 Design Standard for Bracing,
BCSI'. Building Component Safety information,
Guide to Good Practice for Handling,
Installing, Restraining & Bracng of Metal
Plate Connected Wood Trusses,
Numbering System
61 1 tlimemlom shown in call) lx[eenMe
(Drawings not to scale)
1 2 3Jolnt lO
TOP CHORDS typ
� e WEBS L33 Qv 4
k
0 u 4 Y s
3 u U
OF ca css � a BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT,
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
Product Code Approvals
ICC-ES Reports,
ESR-1988, ESR-2362, ESR-2685, 5SR-3282
ESR-472$ ESL-1388
Design General Notes
Trusses are designed for wind loads in the plane of the
truss unless othenlvise shown
Lumber design values are in accordance with ANSUTPI 1
section 6.3 These truss designs rely on lumber values
established by Others.
02023 MiTek®AII Rights Reserved
M mi Te V
MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023
A General Safety Notes
Failure to Fallow Could Cause Property
Damage or Personal Injury
1, Addl[ional.tadlllry pricing for puss "tam a 9,
dlagonel or x-bracing, Is always requiredsae scsl,
2 Truss bracing must be designed by an engineer For
wide puss spacing, Individual lateral braces themselves
may require bracing, or alterni Tor I
bracing should be considered,
3 Never exceed the design loading shown and never
Stack materials on Inadequately draped tmsees.
4. Provide cold 89 of the truss design to the building
deadens,, eracticn SupeNlacq properly owner and
all other Interested peRles,
5. cut members to bear tightly against each other.
6 Place PI Ras on each face oftmee at each
joint and am led fully, Knots and Wane ajolnt
local ons are regulated by ANSI/TPI 1.
7 Design assumes trusses will be suitably protested from
the environment In scoot With ANSI/TPI 1.
8 Unless othemIse notetl, in of stile content N lumber
shall not exceed 19%at time of fabrlost on,
9, Unless expressly noted this design Is not applicable for
use wIN fle retardant pressrvelve treated or green lumbar
10. Cam par IS a non-stuctu,R Consideration and 18 the
reeponslpudry of truss fabricator. General credits Is to
cembertor bead load den ePllon
11. Pike type, Sue, cremation and location dimensions
Indicated are minimum plating requirements.
12 Lumber used shall be of Me species and else, and
In all respects, equal a or beder then that
stapled.
13 Top chords must be sheathed or purling provided at
Sparing Indicated on design.
14 Bottom chords Moans lateral tracing R 10R spacing,
or lees, If no del Ina I9 Installed IN... RneNvls. notetl.
15, Connestlons not shown are the responsibility of others.
16 Do not out or sitar trues member or plate WQnop[ or or
approval of an engineer
17, I nstall and load vertically unless Indicated Premise
18 use of green or treated lumber may pose unacceptable
environmental, health or perform once Asks. Consult Wlth
project engineer before use
19. Review all potions of this design (front, beck, words
and pictures) before use. Fw eWing actures alone
Is not sufficient
20. Design assumes mendasture In accordance Wlth
ANS[TPI1 auaitycrdtena
21, The design does not take Into account any dynem It
or other loads other Her nose expressly Stated,
Irmo
CHILDRESS
ENGINEERING SERVICES
November 19, 2024
Grapevine Brownstones, LLC
15441 Knoll Trail Drive Suite 150
Dallas, TX 75248
Re: 250 East Dallas Road (Building 6)1 Grapevine, TX
Lot Block
Plan Building 6
To Whom It May Concern:
2505 N Pl . Rd
SU 4 00
Richards®, T 75082
214 516630P
214 51L631P
wwwrss81oba1com
This letter authorizes the following plan, designed by Childress Engineering Services, in
accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been
designed to meet or exceed the specifications stated in the 2006 International Building Code,
the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33,
and currently recognized engineering practices to be utilized at the project listed above.
Calculations for the above plan were performed based on the following:
Subdivision:
Grapevine Brownstones - Phase II
City:
Grapevine, TX
Soils Lab:
UES Professional Solutions 44, LLC
Soils Report:
G241485
PI:
40
Qu:
1500
If we can be of further assistance, please give us a call. We
of service.
Respectfully,
O�(2�
Tony H. Childress, P.E., S.E.
ip0'�fF3d�s be
NI
f tt� ti
i. CHILDRESS
72029 ; x
'ONAI
F-7422
w .ces9lobelxom
City of Grapevine
#SYSTEMHAUSE Residential Energy Compliance Path
'u101N45O`""; B01DING TEXAS Energy Code Requirements of the 2021 IECC (IRC) as amended �mnn�sa n�."
Submit with application for either p'mmn
0 A building permit OR ❑ A Certificate of Occupancy
Project Address: 250 E. Dallas Rd., BLD. 6, Unit 20 (Ph2), Grapevine, TX 76051
Project shall comply with one of the following:
❑ Option #1— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104)
9 Option 02—Total Building Performance Compliance: Section R405 (N1105)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI
❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2
Note: The HERS® index is not validfor code compliance.
❑ Option #4 —ENERGY STAR Certified Homes® R102.1.1(N7101.4.1)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2
o Includes compliance with requirements from Section R4024.1.2 (NI1024.1.2), R403.3.3 (N1103.3.3), and
R403.6.3 711103.6.3)
Note: Each 1-and 2 family dwelling shall be tested.
❑ Option If5— HB 3215 (67R) Home Energy Rating System Index Compliance
o Includes compliance with VgG1RE3NE!/ICC301, as it existed onlanuary 1, 2021.
o Includes compliance with the Mandatoryrequirernente of 20181ECCSec[ron R406.2.
o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4.
Attach appropriate site -specific design compliance report and inspection checklist.
Name and version of the compliance software (if selecting Option 2 through s): IC3 current
I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted
average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating
system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct
sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the
minimum requirements for the compliance approach selected above.
e
Agency and Certification Number: SySterrlhaUSe - ICC 860592
L� �
TM1.a.<.BU
Signature of Responsible Party:
-�",a"�,A"M,��mw
William S. "Stan" Folsom, LEED AP
Printed Name and Title of Responsible Party:
An
Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a committee of
the North CentaI Texas Council of Governments (NCTCOG). httosWayww. o1coe.ondenvidreeional-buildine-
rcolodamendments.
RECEIVED. 12I92024
24-0U4440 "Grapevine Brovnuton...
250 E DgUL ROAD BLDG 6, UNIT 120
TOWNHOME CONSTRUCTION
Single Family House Energy Report
Project Details
Project Name:
Cadence_GrapevineBrow
Builder Name:
Cadence Homes
Builder Phone:
214-341-005B
Builder Email:
stan@systemhause.com
Address:
BLD.6,Unit 20
GRAPEVINE
City:
TARRANT
County:
76051
Zlp.
Certificate #:
1342003
Date Issued-
11/B/2024
22%
Above Code
This single family residential project was found to be in compliance with the
performance measures described in the 2021 IECC with 11408.2.3 Reduced energy
eater than or equal to 0.81)
use in service water-heatingEnergy
S stems Laboratory, ra division of the Texas A&Mas
calculated gin the ring Ex Y
Engineering Experiment Station using IC3 version 4.6.1
I ENERGY SYSTEMS LABORATORY EXPERIMENT
TOW" TEXAS A&M ENGINEERING
Notes: <<<Phase 2»> Thevalues produced aze generated by the DOE-2 building energy analysis program.These values do not c.nsth-bt a
William S.Folsom, EEDAP
guarantee of attual energy usage by ESL or TEES.
calcuWUon in accordance with the International Energy Conservation eaHng/
Code
L
ICC 521146E-7 IC3 performsthe hously annual energy
sed'wn R805, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of theh
Cooling system.
Emissions Reduction �-u
g lbs. Authorized Signature: I
NOx: 4 lbs.
sox: bs.
CO1 4,502
Cadence -Grapevine Btownstor Page 1 of 3
IC3.
,,,; Version 4.6.1 Copyright2015 Energy 5ystemsLaboratory
General
Numberof Bedrooms: 3
Wall Cavity Insulation: R. 23
Wall Continuous Insulation: R. 0
Orientation: East
Windows
SHGC: 0.25
U-Factor. 0.35
Roof
Cladding Type: Composite Shingle
Radiant Barrier. Yes
Sealed Attic: No
Rooflnsulatlon: R- 38
Attic Area: 1121 sq. ft.
Cathedral Ceiling Area:0 sq. ft.
Flat Roof Area: 0 sq. ft.
Wal I Area Neat to Attic: 0 sq. R.
Foundation
Foundatlon Type: Slab on Grade
Foundatlon Insulation: R- 0
A/C
SEER: 16
Tonnage: 5.5
Project Information
Structural
Floor 1
Exterior Finish: Brick
Floor Area: 218 sq.ft.
Stud Type: 2x6
Floor Wall Helght 9R.
Stud Spacing: 16 in.
Front Side Length: 22 ft
Right Side Length: 42ft
Front Side Window Area: 0 sq. R.
Right Side Window Area: 0 sq. ft.
Mechanical
Fron[Side Shading: 0ln
Right Side Shading: Oln
Blower Door Test: 3 @ACH50
Back Side Length: 22ft
Lek Side Length: 42k
Ventilation Type: Supply Only
Back Side Window Area: 56 so. ft,
Left Side Window Area: gsq. R.
Ventilation Rate: 80 CFM
Back Side Shading: Oln
Lek Side Shading:0in
Ventilation Operation: 24 his.
Floor 2
Fan Power: 21 Watts
Floor Area: 1136 sq. ft.
Area over Unconditioned: 418 sq. R.
Fraction Outside: 0.9
Floor Wall Height: 12 ft.
Duct Tightness Test: 121 @CFM25
Front Side Length: 27 ft
Right Side Length: 44ft
Supply Duct Insulation: R-6
Front Side Window Area: 84 sq. ft.
Right Side Window Area: 0 sq. R.
Return Duct Insulation: R-6
Front Side Shading: 0 In
Right Side Shading: 0 In
Back Side Length: 27 ft
Left Side Length: 44ft
Back Side Window Area: 39 sq. ft.
Left Side Window Area: 0 sq. ft.
Heating
Back Side Shading: 0 In
Left Side Shading: 0 In
Heating Type: Natural Gas
Floor 3
Heating Efficiency: 0.8 AFUE
Floor Area: 1121 sq. ft.
Area over Unconditioned: 35 sq. ft.
Floor Wall Height: to ft.
Water Heater
Front Side Length: 27 ft
Right Side Length: 44ft
Water Heater Type: Natural Gas
Front Side Window Area: 72 sq. ft.
Right Side Window Area: 8 sq. ft.
Energy Factor: 0.81
Front Slde Shading: 0 In
Right Side Shading: 0 In
Size: WA
Back Side Length:]] ft
Left Side Length: 44ft
Burner Capacity: WA
Back Side Window Area: 38 sq. ft.
Left Side Window Area: 0 sq. ft.
Back Side Shading: 0 In
Left Side Shad Ing: 0 In
U. M.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of
Estimated Annual Energy Usage
Proposed Peak Electric Demand:
Proposed Total Area Lights:
Energy Usage Category
Pumps and Miscellaneous
Ventilation Fans
Mechanical Ventilation
Space Cooling
Space Heating
Domestic Hot Water
Site Energy
3.7 kW
1,231 kWh
Proposed Design
Standard Reference
Gas (therms) Electric (kWh)
Gas (therms)
Electric (kWh)
0
88
0
88
0
1,155
0
1,338
0
185
0
188
0
3,107
0
3,517
299
0
477
0
97
0
97
0
400
4,535
580
5,131
Conversion factors:
Site to source factor. 3.16 for electric or 1.1 for natural gas (SCC 2015 R405.3)
Unit:1 MMBtu =10 therms or 1 MMBtu= 293.1 kWh
Mm...
.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 3 of
MiTeko
MTek, Inc.
400 Sunnis Ave , Suite 270
Roseville, CA 95661
916.755.3571
I:M110I111111K
The truss dmwing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Builders FirstSource (Carmllton,TX).
Pages or sheets covered by this seal: R85395589 thru R85395641
My license renewal date for the state of Texas is December 31, 2024.
Texas COA: F-12513
R F-12513
�� November 19,2024
Demandez, Mums
IMPORTANT NOTE: The seal on these truss o mpormit desgns is a certficahon
Met the engusm named is licensed in the iunsdictiou(s) identtred and that the
designs comply wM ANS1I 11_ These designs are based upon parameters
shown leg , loads, supports, dimensions, shapes and design codes), which were
glvente MiTekor TRENCO. Any prefect specific information yxii ed is far MReks or
TRENCO's custumeis file reference purpose only, and was not taken into account in the
preparation of these designs_ MTek or TRENCO has not mdependenfly verified the
applicability of the design parameters or the designs for any particular building Beforeum,
the building designer should verify applicability of design parameters and property
inomm ate these designs me the overall building design per ANSI fPI 1, Chapter 2_
Jab Tn .e
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PLATES GRIP
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MT20 2"190
TCOL 250 LumMr OOL 1 W BC 014 VargOT) Na - Ne 999
0 WE 0 Horz(CT) -0.W 6 Na Na
RecOe
IRC2021RP1204Ina
BCOL 100 Madd: Pro
Weight 281b FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 15E or2x4SP No 1 w2WSPSS TOP CHORD Binaural Bond sheaNing directly
applied a RAN oc putllns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Nib w2WSPSS except end veN=Is.
WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied
or 6-00 oc bracing_
OTHERS 2x4 SP No 3
REACTIONS. All Oeadngs 5
gla- Max Ho¢ "UPC 8)
Max UPIR Allup8 lDDlborless pnt(s)8.5e ept6= 2n(LC28),T=126NLC2])
Max G2v Agra iom2501ba@s ajolM(s)8,5e pt6=1411(LC31),]=137$LCM)
FORCES. lW-Max.Comp Mtax Ten -All mares 250(IU) or kss except when shuvm_
TOP CHORD 1-2=293294, 2�116111156, 3-04 581 5
HOT CHORD ]5�02/295,6-]=AM95,5f 55 56
WEBS 3b=UV186, 2-]=1359113662L6 193911949
NOTES-
1) Vfind ASCE 7-16, Vul=115mph (a secmS d gust) VasdimpBL=6 ; TCOL=6 Opst, BCOOpst, h vft. B-5511, L45R eavt,2ft, Cat
ll; Exp B Enclosed MWFRS (drt i1ma1) and CC Comer(3) zone, cantilever left mM night exposed C-C for mem9ers and mites 8
MWFRS for reacllons shown, Lumber DOL=160 pale god OOL=160
2)Tmss desg V mrwlM badsmtheganeol Nehussonly For MWsexposedtowlnd(romlalto Netace),seeSaMaMindus y
Gable End DRAWG as applicable, or consult quall art buH]1ng designer as per ANSI TPI 1.
3) PrwNe adequate drainage W prevent eater ponds,
4) Cable regdes wnbnwus bNmm Crd beano]_
5) Tres t ban ne ace or securel, bated against mleal mwemet p e. diagonal xeb).
(......... Ot
Cablmos151lyysshheeaaNt"d
It
4
]) rn15 Cuss has been desgnel for a 10 opsf bloom choN rwe mad nonrnncnnent with any other live bads.
i yS:'•
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drag leads along Mngm rngm ram on-o m SiA For 300 o pft
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6
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MT20 2441190
TCDL 250 Lumber DOL 1 W BC 0T2 VM(CT) o06 45 >949 240
BCLL 00' Rep Strgs Ina YES WB 017 Hmz(CT) 000 4 Na Ma
SCDL 100 Code IRC202111f M14 Malr[bA5 WMNLL) Go 5 -- 240
WeJgM 28e FT=20%
LUMBER- BRACING-
TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 a 2w1 SP S5 TOPCHORD Structural wood sheathing directly
applied. except end vedlrals
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No or 2W SP SS BOT CHORD Rigid telling directly applied.
WEBS 2x4 SP No
REAC1110NS. huxe) 5=(h5$4=Mecbaolrel
Max M. 5=M-8)
Max Uphold5--16(LC BL 4— VdLC 8)
Max Gray 5=653(LC 1),4 (LC 1)
FORCES. (lb) -Max COmpMl TM-Allbrces250(ib)orlessexceplwlrensbmm.
BOTCHORD 4�14&496
WEBS 25 619V%7,2d 619flT
NOTES
1)WM:ASCE7-16,Wtt115mph(15econdgist)Vas Imph,TCDL=6Ops,,BCDL=60psf,h=J BSKL=25R,eav-0ft,Cat.
IL Exp B. Enclosed, MWFRS (drecdorel) 3M CC CarMC )Zone, reMtleverk:ft and dghtexgpa ed CC Mr members and fMa,, 8
MWFRSfirream ns sbmM; Lumber D01=160 plate gap DOL=160
2) Provide adequate drainage W prevent water trading.
3) This Wss has been designed for a 100 p9 boOOm chord give load noncr ncra enl with any Meer Irve bads.
4)• Tbls goes has been deslg V for a lNe load of 20 Spec On the WRom chord In a8 areas aTere a recGnge 3b0 M5 by 2-OO pace
.1 IS between the beROm clrord and any other members.
5) Refer a girderts) far buss In buss mmparras
6) Provide Mechanical connection (by O uxed of tmss to leaang plate Capable Of withstanding 10D a up0ft alpings) 5 4.
7) The, Wss di UeWbes Med a do innem N]/i6" structural wood shealMtg be applied did" to the lap cord and l2"gypsum
�� N
sheMal ye applied directly m their phone
ie OF Tam 11
......
MARCOS A. HERNANDEZ
..........................
113878 -*-
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45=262/1005
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BOTCHORO Rigid ceiling directly applied.
NOTES
1) Ad it ASCE 7-16, Vu11=11ttw 5mph (3-sa gust) VasdSimCO ph; TL=6 Ops[ BCDL=6 � Opsf, hOft, B=55$ L=LSR, eaW,4ft, Cat.
IL Exp N Endosed, MWFRS (dcManag and CC Comer(3)AM, caMAever aft add rightex osec C-C her members and lances 8
MWFRS for reactors shown, Lumber O01-1 GO plate gpp O01-160
2) PUT& adequate pottage to prevent vaster ponpeg.
3) The buss has been tlesgne ! for a 100 per Whom plant live load nanwncunent with any call live baps_
4)' This trips has been designed her a Bve aatl of 20 Opst on the Corder chad In all areas where a rectangle 3 tall by 2-0 eade,
WN Fn Oelween de Whim chard add am oHx x members_
5)ReRr to guderts) for truss to Vuss connecWns
6) Pmvlde mechanical cornecton (by others) of truss to bearing pate capable of vnNsdW Ing too lb upMI alpint(s) 5 4.
]) This gross desgo tequhes Nat a minimum m 7116" sNxtuml wand sheathing Me applied directly to de op creed and 12' gypsum
sheehock theapplied tlhecthem G/ to e beftochow
n..
COS A. HERNANDEZ
..........................
113878 -*-
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TOP CHORD
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purllns,
BOTCHORD 2x4SP1650Ft5EM2x4SP
Not w2WSPSS
except end verOcaIs.
WEBS 2x4SPNo3
BOTCHORD
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OTHERS 2x4 SP No 3
REACTIONS. All Neadngs 7
gla- Max Ho¢ 10-4(LC 8)
Max Up1M MiI p8R1001Uorlessa,nt(s)10.p16=904(LC28),]=909(LC2]).8=-9M(LCM),9 58(LC
2])
Max Gray Mre iom25010orks al)oIM(s)10except6=950(LC31),]=1045(LC32),8=1075(LC31),
9=10]0(LC 32)
FORCES. No -Max Cord, Whit:Ten. - All Mace, 25D US or kss except vNen s0wm.
TOP CHORD 1-2 MIRC94, 23 MEFQ, 3-0 3]03]1, 45 8356
BOT CHORD 9-10 [X`C95 8-9=05/895, ]�3]63]2 G]-8]]/8]3
WEBS 4-0 1023M02538=511/17$2-9=103110544f>=129 1305, 2T-1488M494
NOTES-
1) Wind. ASCE 7-16. Vu0=fl5mp8 (-second gust) Vasd=Jtmph. TCO1=6 OpsE, BCO1=6 Opsf. h,30e; B=55$ L=25ft, eav�2R, Cal
IL Exp B. Endorsed. MWFRS(d Mloral) and C-C CWWM) FMR carrMeverkft add ngMexpecto C-C for members and forces&
MWFRS formacllon , drown, Lumaer DO1=1Ad plate gap OOL=160
f.
2) Toes desgred for ma" dadsmtaeplaneortaetrussoM, Forslutsexposedtomnd(mrmaltothefait),see S1MaMlndu y
GaOk End Heads as applicable, or Moore qualified Wiling designer as per ANSUTPI 1.
3)Prwide adequate dmwge to prevent miler handing.
4)Ban, reques contlnuons hodkod prod""'W
5) Thus to be Wily sheathed ram one race or=ml, braced against Mewl aduann ll p e. degonal xey).
6)Gable 2"d
yS: qdp 11
/
suts sp aces! at ac
1
•';R
]) The truss Ms been deigned M a 100 Rod boeom chap live load noncoreadent with any other live bads_
�+ //�
8)-This Wss has been desgred for a luekedof 20Opsf ontlre hotbm chord in a0 areas wMe a rectangle 380 MR by 2-DO vide
......................
wB In bMween the boeom Medal add any other members.
�MARCOS A. HERNANDEZ
9)Pound, memamMalcodMW-n(by oNers)of buss m hearing plate capable m wthslanding 1001b upde atpml(s) 10 except Ql=b)
;•••••••............•••;••••
�1 ••pA
6=984,]=909. r>_RhR �Mdt
10) This Was, has Iran for a totaldragload IT mba DOL=(1W) Pla", DOLgi 33) Connect Muss to reset
30or
113878
11 <`C'NGF'�
of
Wllnm[ned
This bads ram 0.0 o to 000
along
11��SS�ONAIE��'\�
%, ZZzz —�
COR F-12513
November 19,2024
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lags
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a25 Frz s®@=1110
.4 II
a4 II zx4 II
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LO DING (half SPACING- 2-0 C51. OEFL. In (bc) guen -
PLATES GRIP
TCLL I a 0Plate Grip DOL 1 W TOOdra VMhLL) Na - Na 999
W20 24,V190
TORT 250 LumMr DOL 1 W BC 015 VMdCT) Na - Nit 999
BOLL 00' Rep Shr Ina NO WE 053 Hgz(CT) oEd ] Nit W,
BCDL 100 Cotle IR=117P12014 MaBkS
Weight 9lb FT=20%
LUMBER- BRACING-
TOPCHORD 2z4 SP 1650F 15E W a4SP No 1 w2WSPSS TOP CHORD Structural wwtl sheathing dinally
applied or6-0-0ocp pins,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 aw SPSS except end Metals.
WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied or 6-0
M -0 oc acing_
OTHERS 2x4 SP No 3
REACTIONS. All treadngs 1038.
(11A- Max Ho¢ 12Y(LC 8)
Max Up1M All up8n too It or less al}vnds)except 12 %7(LC 2]�,]=100RLC 28)8=1005(LC 2]).
9=1025(LC 28),10=1 W2(LC 2]),11=940(LC 28)
Max G2v Albs iom2501borks al)DIM(s)exrep[12=1031(LC32),]=1050(LC31),8=1138(LC32),
9=fl52(LC 31),10=11c5(LC 32). II-IDBD(LC 31)
FORCES. Go -Max Cone, Wax .Ten. -All orti525D Vid or less except edged sawed.
TOP CHORD 1 12 10TD1003,1 Y IM 111055, 2-3-291424, 3-0 865I864. 4 5�Hebl 1,
5b ,IW544
BOTCHORD 11-12=6481638, 10-11=-0 AE?9, 94D=79brT95, &3-3451343, ]A=901B99
WEBS 55110211089,4-9=-099151,&ID=1 PION 1282-11--568%45, 1-11=140111407,
3- 1485/1489 `✓7=-132911333
NOTES-
1) Who ASCE]-16,Vun=l TWdph(15ecend gust)VasS dlmph.TCDL=6 OpsE, BCDL=6=5 0pst. p,30f, B5$ L=25n; eWd M. Co,
II; Exp B.Enclosed,MWFRS (dtMlonal) and FC Comerj3) zone; raMllever oft add nightFrosted CL formelWers and files 8
MWFRS der reapons speed; andrer DOL=1 Ad plate gap DOL=150
Ssgm0lDrwim
2) Tres badsbmeganeormetmasonry. FornWs�s tod(p itomerace)seeslamammduwy
SEOF TF\\1
GaWEMDetai5asapplicaMe,orconsunquallaedbuiMingdesigl rasp ANS0IPI1_
p.,, .t
'0�11)
3) Provide adeguale So code W prevent vabr ponds,
4) Gable ponom bearing.
GDS•'
Regales continuous Chad
5) Trust b be Wiry sheathed from ore lace, orsecurery graced against 51e2lmwementpe_d¢gonal xep)
R
6) Gable adds spaced at 2-0L oc
]) This pass las peen desyned fir a 1 D D Whom rand live load nomm�cmrem with any other live Wads_
/....:...........................
/MARCOS A. HERNANDEZ%
pal
8)- The toss has peen desig V for a the lmd or 20 ops1 on Me Nobad egad in an areas adder, a rectangle 36-0 b8 by 2-0a vide
••••:...................... ••�
vie M between the Whom dead! add am Mier moods,
1 11 38 78
9) Moving, mechanzal connxhon (nJ Wads) oltruss W L mg plate capable M of VnmslaWg 967 IN ogled at pact 12 BADW upliM1 at
'��� </C E�: •' Q '
Fint7.1005 lb upon algid 8, i D25 to aging atjent91042 In uplift atpnd l D and 940 w uprd at plot II
1 AS•.,•ENS ,. \\
11 FSS`�QNA` G\�
10)This Was has been designed for a total drag load of300 pn Wmpu DOL=(133o Plate gap DOL-j133) Connect loss to resist
drag bads along Iwnore road had 06D to 103-B for 3000 ql
COR F-12513
November 19,2024
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Bi Bidders Hrsrours.(Cart
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8tiWs S�-162024
MiTeKlfdliinI , Ix Mon NOv 18115116 2024 Page
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2$ID
11-12
T814 10.38
2-&ID
2d2
211 18-10
025 Fl2 Bare=1'11
yea =
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bA II
2
5
1
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T a
.10 =
8
hb =
1t12
a.
1112
LOADING (pst)
SPACING- 2-DO
C51.
GEFL. in (bc) well Ud
PLATES GRIP
TCLL 100.0
Plate Grip DOL i c0
TC 0 %
VoMLL) C 04 ] >999 360
MT20 244/190
TCDL 250
Lear DOL 1 W
L,
BC 029
VmMCT) oM ] >959 240
BCLL 00
Rep St O YES
WB 0a
Hmz(CT) 002 s Na ma
BCDL 100
Core IRC2021rtPI2014
Mardi
WiM(LL) 0.01 ] >999 240
Wm ht 56Ib FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Em2t,4SPNo1mWSPS5
TOPCHORD Structural wood sheathing directly applied. except end verlcals
BOT CHORD 2x4 SP 1650F 15E m;S,4 SP No 1 m 2W SP SS
BOT CHORD Rlgir ceiling directly applied.
WEBS 2,4 Sp No
REACTIONS. (see) 8=MeclNmal. 6,=Mccbanral
Mai No. 8=6(LC 8)
Max DPIIB 8= 34(LC 8), 69](LC 8)
Max Gray 8=135D(LC 1).6=1350(LC 1)
FORCES. phi -Mai Com,rvdo Teo -All brce5250 (IU)orkss except wlren sbmvn.
TOPCHORD id=301X!i,2-3=1T34t262,3-0 1] 65,5fY295
BOTCHORD T�24ril13656-T=228/1300
WEBS 2�%41288, 2-7-341W 5 3-]--564112], 4-7- 53(X), 4b6- III I290
NOTES-
1)Wnr-ASCE]ttwi -i6,VuV115mpb(3-sr gS ust)VasdimCD ph.TL=6 Opsf, BCDL=6 � Opsf, hOft, B=5m, L= w,, eavc=4fl, Cal.
IL Exp N Enclosed, MWFRS(dcMlooag and CC Comer(3)rone, caMAeverlml and dghlexpcam C-C for menders and daces&
MWFRS firreaclbns sbawn, Lumber D01-1 W plate grp DOL=160
2) ProvMe adequate drainage to prevehi eater ponrmg.
3) The mass has been Seemed! for a 100 W Whom [troth live load announcement with any order low, baM_
4)`This truss has been resigner for a See lead of 200psr on tihe human cOmd in all areas where a rectangle 3 Sir by 2-0 where
WR M Covered the thermal chat and am oUrdr members_
5) Rarer m guden(s) or Vuss to buss mnnecrens.
6)runin, nor amcal connemon(by others)bftruss to bearing plate capable of withstanding 34 m uplift mutant 8 and 370 uplift a[
pool
T) Thin truss design requires Nat a minimum of 7116" structural doW sheathing be applied directly to the alp chord and 12" gypsum
sheetrock be applied directly to Me Whim chood
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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UNIT
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Bti30a3�-162024
MiTeKRM4st ,lx Mon Nav 18115117 2024 Page
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21
4';3
Re
810.3
10.11-13 13-SO
213
2-1-it
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11-11
11-11 113
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11 .12- .12 - 8
S02 M18AIM 5x12 MmAH5 -
b613 8t0.] 1339
' 6613 b35 4413 '
RW[(XVL 19 f1FA1 M-iJI It11 M1Flt fld-iT
LOADING (psi)
SPACING- 2-0U
C31.
OEFL. In
par VUeB Uld PLATES GRIP
TCLL 1ana
Plate Onp 00L 1 W
TC
035
Ve1(LL) Tph
3ID >9Y3 360 MT20 24,V193
TCDL 250
Lum OOL 1 To
BC
032
VSRCT) -00]
3t0 >999 240 Mi8AH5 186,1]9
BOLL 00
Rep Stru Ina NO
WE
042
wegCT) 002
8 Na Na
BCDL too
Coulee IR=VTP12014
Maim -MS
WIMBLL) 001
&10 >999 240 Weight 2721b FT=20so
LUMBER-
BRACING-
TOPCHORD 2x6 SP
2400F20E m 2n6SP D3S crn63PM31
TOP CHORD
2L-0 Cc Wrlws(6DO max) 17, except ong! verticals_
BOTCHORD 2x6SP2400F20E
or 2x6SPDSSra2 SPM31
B,TCHORD
Rigid ceiling directly applied or 1 To 0 oc bracing
WEBS 2x4 SP No 3'Esd pl'
2-10,4-10.4-%6&9: 2x4 SP 16WF 15E or 2x4 SP No 1 or2x4 SP SS
REACTIONS. ease) 11=0.58, &D68
Max Uplift l l-15MLC 4), 8=21](LC 4)
Max G2v 11=4333(LC 1). 8=6469(LC 1)
FORCES. (Ib)-Max Collg.Mlax. Ten- All fi1ce5250 Me or F s except v.Ten shmen
TOP CHORD 1-11-352/23,2�7835272, 3d=78352724�7890215 S6=-0890.275
T�35623
HOT CHORD 1011-170144999-10-3(28338,&9-TDY4536
WEBS 2-11-ti`W&211, 2-10=-13 4360.1lD-XCA8, 41 D-T,[7c8. 4-9=-5]5/35
5-9--382/89, &9=1344394, 6-8!KXVZt2
NOTES-
1) 3pty Wes to be connected to e0rer wed 1011(0131` T') nails as habeas:
Top mortis conceded as Tollood: 2x4-1 use at ORT m. 2x6- 2 rows staggered at 0-9O oc
Bottom ch ads connected as (allows 2x6-2 Cars slatgered at T7C oc
Webs cone tell as tokows 2x4 -1 one al 0 9D oc.
2) A9 Wits are considered eglmlly spodid to all pit¢, except R acted as Mont (F) or back (B) face In No LOAD CASES) setbo PIN to
ply an eame; Know been provided to distribute only loads noted a (F) or IS). unless W erense Indicated\\
3) WW ASCE T-i6; W8=115mph (3-second gust) Vasil li pb, TCDL=6 0pg BCDL=6 0psf, ll-� 0ft,, BS5fl, L=25g; ea�4ft; Cat
S� OF TF.
IL Exp B;Endosed;MWFRS(dlremonag,mMlleverlRaMngMex d.Lumber OOL=lWplalegnp OOL=1W
4)Pron adequate drainage to prevent rater parng.
p.
j G,JS+ 9St �l
5) AS plates are W20 plate,unless N west, indicated/
�jyxJ��j ea
•;
6) This Wssl been designed For a 100 psT boBom clroN live load notdoodarmat with any other lose bads_
+ •d //� ea
])- This bass has been resigned! per a And'md of 20 her on the CcU,gb chord In a0 areas ounce, a rectangle 380 M1 by 2-DO wide/••^••••••
......................
vnl M between me WWm choN am any other memcere_
/MARCOS A. HERNANDEZ
8) Pmvbe tll Mechanical Connecticut (by othced of buss M hearing plate capable of withstanding 1531h m uplift alpmt 11 a217It, wm
••••:...................... •••
atpnt8_ _
does act mct the som or Me on of Me along Me top motor mchowand
I.� 113878
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tourn
10)H dence(s)sshha®be giants)9031 doxnn 45Ir
a�i
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11
2-&12,9031bdown and 45 bupa14812,903 bdaxn aW451bupat 6h12, Ad Mdoxnand 45 In up a 184T12,9031bdmvn
tS...............NG\�
and 45 b up at IOUs$ 903 In down and 45 11,up M 12-012920 11,down and 27Ib up al 14 T12, 9230 down add 25 11,up at
164129K3 In down and 25 in up M 184T12923 Rd dew doadd 25 In up a120O-12,653 In darn add 18 b up at 22412 anal 653
b drawn and taro up M 2TT 12, and 65311, down aM 18 In up at 24-74 on lwMm cicN The de weletlon or such
COR F-12513
connMbn deece(s) s be r¢pansbbay ar others.
November 19,2024
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LOAD 0 M(5) S n0ard
1)Oeatl+ Rm1 bee(OaNnccV) LumUel lmorea =100, Plate Incas lCO
Undone LoaUs(pin
Vert 1- 50, 8-11=20
rc CMnMa Loaas Vb)
Vert: 8=1WUN 12=903(B)13=-903(B)10=-9W(B)15=903NU 16=903(B)17 9W U
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ROOF 3PEChlt BIRDER
1
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Job Reference/g^/ )
Builders Hmi3are.(CoalTX),
Camabq TX- 5006,
6
8. Wa 262024 MiTeRM9listr'kS,
lx Mon Nov 18115118 2024 Page'1
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2-5-8
N8
643 8-10.1d 11 a9 1121
t5-2-16 17-38 19612 21-18-0
2bH 2fiS9
21
2-2-0
2-1-11 2-1-11 2-1-11 2-1-ii
2-6ID 2-6ID 2-3d 2-3A
334 2812
s®ea=rasa
2. II
act 11 Aid= .411 4x5= ad II .1➢= end=.10= yet II 5xfi= zx411 A,m= 3x411
a 5 � fi1, 1P1 Al �0�rz
-
M 2fi P 28 22 2g 21 20 31 19 s, 18 a t] 1fi 36 37 15
4x0c AO0= 8x12MUrels= sx0= M4 .10= 2x411 srs= ]xe .12=
lTS 5CV14 it.. 11N 15-2-14 R-38 21-1. 2s"
47
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Oflse6(XY, (160.2-OO 1 [2301120.38I
LOADING (psi)
SPACING- 11 O
C51.
TCLL 1000
Ridge Grip DOL 1 ad,
TC 061
TOOL 250
winter DOL 1 W
BC OA5
BCLL 00'
Rep StressIna NO
WB 082
BCDL 100
CnOe IRC202111P12014
Madda Met
LDMBER-
TOPCHORD 2x6SP2400F20Eor2 SPOSSm2x6SPM31
BOTCHORD 2x6SP2400F20Eor2x6SPOSSor2x6SPM31
WEBS 2x4SPNo3'Fxcepr
1-24,1415 2x6 SP2W0F 2 0E or2x5 SP OSS o12x6 SP M 31
2-24,2-23,4-23.4-2111-1],11-16,1116,1115 2x4 SP 16MF 15E or
REACIIORi (s¢e) 24=0.5$ iS,MSd
GEFL.
n
(b[]
—.ft
VUefl
I/O
PIAIEB
GRIP
Va1(LL)
TZ
t9
360
MT20
244/193
VeA(CT)
-065
t9
>486
240
MVLAHS
1861 Or
Had(CT)
013
t5
Na
Na
Winall
007
19
>999
240
Welot 7651b
Fr=20%
BBACING-
TOPCHORD 2TD CC Turns(6DO max) 1-14, except end vertkals
BOTCHORO Rgld telling directly applied ce l TO oc b2dng
MM OPIR 24=2ORLC 4A 15=-WdLC 5)
Max Gray 24=11380(LC1),15=11T18(LCl)
FORCES. did -MaK CMd,l. Ten .-All fortkbmvn es 250 Qb)orssdescdv.Tens-
TOP CHORD 1-24-49320, 1-2=b]]/19, 2-3=22821/65], 3-0=2282155], 4 5=31EC01995
5f 4801[gl6]=a91=1099,]-9�91BW1099,%10=36]0T/104T.
1ITI-M7WM04],1112=23]9Y68912-13=23]93ra!?, 13-14-A M,1,
1415=525/22
BOTCHORD 2124-352/12000, 21-23 KrcD)159, 20-21=1W2/3]]301320-10]2T3]]30
1GAS, 1097e 81,1]-08=109]/3868116-17-8873064], 1S16=-371112527
WEBS 2-24=1503]/4432-23--4(9/14551, 3-23=962/384-23-TWU 24-21=-21811627,
621�961/133, 6-20=-26949 6-tY-]W1965 9-19=-145/692, 318=20/878,
9-P=2T22/10110.1]=-91 7V 111]=22]?984, 11-06=9029/261, 11i6-19M4844,
1315=-1522114k
NOTES
1) 4-0ly Wssto be connected tcgetlrerwM long (0131'xY) nails as fail
Tap elands connected x6 as falloyes 2-glows sta
ggered a10.9-0o[.
,.M.,[bads c0nnor as!allows 2x6-3 mws staggered a[od0 oc.
Webs cmmecad abbess 2ta -1 mw a "D or
AtGcb TC w/ t2' dram. bolls (ASTM A30]) In the ceder of the menacerwhraslrers a14-0-0oc
Atlacb BCw/12-ngem Wo (ASTMA307)in Necentaof SrememberwM sbmsa14-0-Doc
2)A8 Wits areconsidered el,ally appliedtoall picas, except edged as Rant(F)orbx pm Idce In the LOADCASE(S)section Ditto
pry connections have been provided to distribute only marls noted as (F) a (B), unless otherwise Indicated
3) Wind ASCE 7-16, VuV115mpb (3,mcad goat) VasngSimph. TCOL=6 Opsf, BCD1=6 Opsf, n=30l B=55r, L47R dery —M. Cat
IL Exp B, Fool MWFRS a (d tlmag, cantlleverleft and dgM exp0ung; Hander001 =160 plate grip OOL=160
4) Provide adequate drainage pnevent xamr ponnging
5) All plates am W20 plates unless oNawlse India d
6) This Wss Ims been ame ned for a 100 pst boflom clrod Ilve load noncon rand nl earth any o8wf Irve bads.
])' This Mass has been designed par a five bang of 20 Opst on the botmm broad! in all areas where a rectangle 3 00II by 2-08ede
vM ht between Me ho8om amid add any ofloa Random
8) Provide mechanical connection (by oNers) of Mass to tool plate capable of vnthsiaMrng 331 Is upofl al pint 24 and 346Is uplift
AW K nanc /
ALessingovs-vmryave�narememnananrwapi[saxmshvooxcenanMrtdxndrdndxddp<ndMr-,.,tre..,waa�aaanndnsd.
traog
euoNaearmm weceM as
�sy. en deanycn amnaena0
erneaesBeamycomponeasareryoaareareo �pMe rmmve sweM�eoeuneog componeno namuam puxwaeeammCnennom)sN
' StPSE OO,LF1T F 4s1
MARCOS A. HERNANDEZ
....;.....11 3..78....;....
COR F-12513
November 19,2024
MiTek'
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tl/m bill IYJ6, R85395596
UNIT-18 BX02 ROOF 3PECL GIRDER 1
4 ob Reference/yp nal\
BuiMers hoorgoaee(Carta ,TX), Cart001on, TX-5006, 8. 30s3ws 2024 MiTek M1��911I1 tries, Arc Mon Nov 181151182024 Paget
ID dUatui axmNr yD4lkR1C?NB7OHg3N59Pgn18w3uITXbGK Dol7J CH
NOTES
9) GapMral putlm representation does not depict the s¢e or the onentolon of the puffin aging the top and/or Cotlom Mouth
1O) HangeKs) or other connection dence(s) shall he pmNde l sufficient to suppzt cancenhelrM bad(s)1100lb dawn and 291h up at 1]A, and 11 D3 W dwm and 29IO up al
P-38 on tap MOM, add 1340 DOdaxn and 4] IO up at 2-0-12, 1340 th doxn and 4] W up at 4 12, 1340 M down and 4] IO up at " 12, 1340IO dwm and 4] IO up at
8U12,1MG @ down and 47 DO up at 1O8l2, 1340 ® down and 47 IO up at 12J 12, 134010 down and 47 DOup a 14-0-12, 13C M down and 47 DO up at 16-0-12, 1340
DO down and 47 IO up at 18612, 1Up N down and 47 th up at 200-12. 1340 M dwm and 47 th up at 2 ,O 12. and 1340 th dueen and 47 M up a[ 24-0.1$ and 134010
d.and 47 W up at 2¢74Cn Ooeoa Chord Tina deslgorsek[lun of such connection device(s) Is Me responsdAity of MOeo,
LOVJC 1SE)8) Standard!
1) Dead+ Ruch Lrve palance0) LumMr IMrease=i 00, Plate Inc easel GO
UnBorm Loads Unit)
Vert. 1-04= 25, 15-24=10
coimemmated Loads ph)
Vert 3=-1 TOO 10=110016=134o(B) 26= 340(B) 2] 1340(B)28=1340(B)29=1340(0)30=1340(B)31=-1340(Bi 32 TMD(0)33 134DUN 34=-1 WOU
35=-1340po 3 1340UU 37=1340(B)
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Builders Fimi3aace(Carta ,TX), Carrell TX- 5006, 8. WaS 262024 MiTek�M9listrk4,lx Mon Nov 18115119 2024 Page'1
ED:ryBJaaUVHk axmNr MyD4lkR1C2PSB7OHg3NSgPgn18w3uITXbC.K Doi]JI C'H
z-s-a i]8 6S3 8-10-14 11 as 1121 1s-2-la 17-16 19612 21-1-a 2414 2659
21 z-zS 21-11 2-1-11 z1-n z-1-ti z-am z-lam z-3a za1 331 2812
s®w=rasa
2xa II
3x4 Alp = .4 II 4x5 = a4 ya o 2xa Rel = sell = sxb = zx4 II ea10 = 3x4 II
RT 3 RT a RT s R 1 10 iR 11 R 12 t3RT
I1� �
I I < I
22 2. 25 21 26 20 Z] t9 2a 29 18 Re 31 11 32 33 1u 34 35 15
4xa lab= 412MURTIS= bra .10= 69= TO0= .12=
CTS 5CF14 1121416
�RT
17-38 21 1. 2660
4-1. aEa 11. '
L-DING (psi)
SPFCIRG- i-0O
C51.
GEFL. In
(bc) Vdefl I/O PLATES
GRIP
TCLL 1000
FIRM Go, D.L 1 W
TO
OG4
Ved(LL) -048
18 >652 360 MT20
24N193
TCOL 250
To OOL 1 W
BC
098
Ved(CT) -0 c5
t8 >4&5 240 UC ..
1877
BCLL 00'
Rep Stru InG NO
WE
082
HaT(CT) 013
t5 Na Na
BCOL 100
Code IRC2021RP12014
Matrix -MS
WIM(LL) 007
18 >999 240 Weight ]50 to
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x6SP2400F20Eor2x6SPOSSm2x6SPM31
TOP CHORD
2L0CC Wdlns(6JHI Max 1-14, except end veKals
BOTCHORD 2x6 SP
240oF 2 OF or 2x6 SP OSS m 2x6 SP M 31
BOTCHORD
Rgld telling directly applied or 1 DO0 oc b2dng
WEBS fo4 SP 1650F 15E or 2M SP No 1 M 2x4 SP SS'Excepl'
112.1115. 2x6 SP 2400F 2 BE or 2x5 SP OSS or 2x6 SP M 31
3-215-19.]-18,E18,81],4II,12-16 2M SP No_3
REACDONS. bove) 2Y ,15153
Max UPIR 22= NLC 4),15=-346(LC 5)
Max G. 22=1138MLC 1), 15=11TFMITC 1)
FORCES. 90-Max CompdM`7 Ten -All Torres 250 (b)or less except when shoed
TOP CHORD 1-22-9MM20,1-2---683/19. 2-3=22]94rFi56, 31=2279M556, 4-5=348]8199],
5f 48]&59T, 6 ]7 3944]/1105. ]E-3944T/1105 &9-36]8d1049,
9-11-36780/1049, 111Y 23]]V68812-13=-23TFV688, 1314-847124,1415=52522
BOTCHORD 21-22=352MI988, 19-21=844/2920% 8-19-0fi7e748.5,17-18-1092Y38475,
1&17-888,301. 1516�70112516
WEBS 2-22=15019443, 2-21=-009/14531, 3-21=962MG4, 42i-86T4254, 4-19=218RFb4
61 _S52N124 618=-95/2652 CTS- T 5/13399-1T=233]/92, 9-P=94SM1 ,
11-1 = 2&802911-16=91101263, 13A6-4191; 2B, 1315-152011451
NOTES-
A
.
1) TM, Mass m to b , conxted wM trgether10,1 (0 TUNY) nails as tribes_
J
Top roadsconneclM as Add. _2x6-2. staggerM al 0.9-B Cc.
\\\
Bottom chords connected as Allows-2x6- 3 Fees staggered at ObO oc.
_��
Q�. \\
TF.r t1
webs connected as meow:: 2x4-1 aw at ORC oC.
Aft. TCellcedlam.bolls(ASTMA3o])mtberemerm8rememcerwMasbers al4LW«
ptE•
i yS:•'• q41 11
•Mj�j
AMgM BC vd 12' dam. hafts (AS M A30]) in Ne centerotthe memberwAvasbers a1460 oc
/
ee •
2)AIMadsareconslderedequallyappfi Wallpll ,exceptff to asftmt(F)orbwk(B)Ma intWLOADCASE(S)secm Ptyto
//\tI. R
ply mlmecAons Mve been Movie re to distribute only loads noted as (F) or (B). unless MMlwse, ndlcated
"...........................
3)Wiind ASCE 7-16,VMDI Varph(3-second gust)NARRSimph,TCOL=6 BpsE BCDL=6 opsf, POOR, BsSa, L=2Tq eave=eq Cal
;MARCOS A. HERNANDEZ
It, Exp N Endosed MWFRSgo retlaonag, canleverleft add dgMexpsedm ; Laber 001=1 W plate gnp O01=16o
••••;••••••......••••••••••p••••
4) Pervade adequate Manage to prevent rater gonang.
eres am T20 plates unlessa
/ QQi 113878 yjp'
111 </CENSE��L:
6) Thr, Russ has head dedgned tar 10 a bothnom here mad
INe Pads.
O,r; : 2a4iri
PC nonrnncurrent with any Force
I1�SS%O...... G\�
T)' This trace, has been resV bar r a gas bad or20 opst on FIRE Wm U Bowin d ad Metals ele3re, a rectangleDMn by 2-DO eade
wall fit betweenMi Me mm could add am other members.
B) Pavme mechanical conneuted (by WwOs) of truss W bearing plate capable of woodcutting 331 m upMl alpml22 add 3461h upfn
at 15
aapht,5
COR F-12513
9) Graphical palan represeMatbn does Trot deparl8re we or Me onenglion of Me paean abng Me top and(or Wtlom choN.
November 19,2024
nhn�ian rtn Part=+
Aeskoulfu venry �91oaameumal4nEaDNotESONTIll��ruaEDMoreREFERENCERARE .,.,,ml.,R�3aETaREusE.
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Builders Fimi3aace (Carta ,TX), Carto0loq TX-5806, 8. 30mN yD4lk Tek oes, Mon Novt8fli Doi0PCW
IO:ryBJastIVHk uxaiNd45My041kRIC2PSB]OHg3N59Pgn18w3uITXbBKWrCOoi]JIZIC'H
MO ES
18)17Haul
onm boareonnee340Oevlce(s)shall be pup at
suffered to greandd 47 In up atdeal1HBB0 Gowen a291bupat 4-7and 11 UD31b Gownand dd291buPat
P-38o340 Mean
an t3401b,a1and 4]Ib op M 281 ad 481b love an04]obyatMeannd 4711 Gown an04]o up at 6O-t$ and
Omm add 0]IboPof
BDt2 1340 o Down and 07 lb , IM aDD-i2, add o lb W add lb up at 12812, brof o Down and 4] o , at 1340lb oean n Down anp 47 lb oP rat b6-0-a2, 1340
d endedbond40]oop al 7-1onuthan clown add 4]ioPat 2Beo2,ash coObwn an]0]o W atis
nespnan0a348oticwn and 0]oup at 20-6t2 and i3480
tlrnm add 4] lb up at 24]-0m bollom eboN. The 0¢slgNselxtun of such amn¢Non Oevcq's) is Me respbnstllly of o8lers.
LOFOGISE(s) Standard
1)Bead+ proof Uve(ba6rrczd) Wmcer Increase=i 00, Plate Menthol BO
UnRmm Leads rom
Ved 1-14=1
25. 1&2-10
Concentrated! e Las go)
Vert 3=1100 9=1100 16=134000 24 1340(B) 25=-1340(B) 26-1UDUN 2]=-1340(B7 28=1340(8729=1340(B) 30=-134000 31=a34OUP 32--1a40(B)
33=-f340(B)34=1340(B) 35=t340(B)
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UNIT-t8
BX04
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ROOF SPECWt GIRDER
1
9
Builders Beggaaee(Cona
,TX),
Corrosion., TX- 5806,
J
6
8. 30e5
Job Reference/g^/ )
262824 MiTeRIT1191istr'kS,lx Mon Nov 181151192024 Pagel
IO:7BJastNHk mmNr
yD4lkR1C2Pe8]OHg3NS9Pgn18w3oITXbGK Doi7J CH
233
6]-1
68d lot 0.11 11-0.] r t3-2-d
1Sit1]-]-0 r
1a. , 21-1112 2b2-2 i 21r.
233
2-1-t3
2-1-1-13 2-1-13 2-t-t3 2-1-13
2-2E 21.
2-26 2. 2-2L 2-114
5®LL=1G3
3x4 —
zx4 4xs = 2R4 II ya _ .4y _ 2. 3x4 _ .4 II da = 2x4 se. _ z.4 II
RI2 RI 3. RI 4 Ri 5 14i s red ]RI R$ MR. tt R, 12 R 13, 441
j2 21 26 1s 1. 17 1.
46- ass MS= SxB� .12- .10-
b]-1 a-m11 13-2d 11-]R z1-11-fa 26.
b]-1 . a3s 4112 "12 .4 '
Plate Offsets (X Y 1 16 0.1 A 02�I
LOADING (psi) SPACING- i-30 C51. OEFL. In (bc] VUCd t/0 PLATES GRIP
TCLL 1000 Pate Grip 00L 1 W TC .28 VCM L) -014 t8-19 >9YJ 360 MT20 24N19J
TCOL 2s0 camber PHL 1 W BC 058 VED(CT) -041 n718 >765 24.
BCLL 00' Rep Stru Ina NO WE 073 Hm(CT) 009 t5 Na Ma
02h: MI BCOL 100 Com IRC21RP12014 MmS WIM(LL) 002 18 >999 240 Weigh 560lb FT=20as
LUMBER- BRACING-
TOPCHORD 2x6 SP 240OF 2 BE m2n6 SP OSS m2x6 SP M 31 TOP CHORD 2L-0 co Wrins(6D0 max) 1-14, except end veNcnK_
BOTCHORD 2x6 SP 24WF 20E or 2x6 SP OSS or 2x6 SP M 31 BOTCHORD Rapid ceiling directly applied or l To oc b2dng
WEBS 2x4SP No 3'Fxcr r
2-21,4-21419,6-19,&1],11-1],1146,1116; 2.4 SP 165OF 15E or
2x4 SP No_i or 2x4 SP SS
]-182 SP 240OF 2 BE or SP DSS or SPM 31
REACTIONS. (sire) 22=053, 15 5A
Re. Code 22=4319(LC 17),15=7008(LC 1)
FORCES. (Ion) -Max. ComWhlax Ten -All rorre52so pb7orkss except wren snmvrt
TOP CHORD 28557/J.'f8, 3d�55]YJ38, 45=14639541, 5fr14639/541.6-]=1856I/6t0,
1213- 56]/61O 4 141651954], 411=18519/54], 11-12=-t25961344,
1122-20N9 9641921i=]93126
BOT CHORD 21-22=203/459619-216-2079423,1&t9=b02/i6]]9, P48�i06(193]3,
1&1-59090 rt 2 t-1bg/ Rv%35
WEBS ,12 290" 619-1 VKV/5359&21�2]M54-21�3(E &18-172WS213863,
&19=2]8/44, 69A2-193/82 F18= 99on9, ]-18=-]]4/46, &t8=1216=-1,
&P=t143R9, 4P=-12324MV257 ]=992935, fl-06�5140/P3, 12-16=-12]8/46, S /
ili6=t83/6926, 111`.r=94&i126]
NOTES-
1)3ply was tobecomer together RuffinTom (0131° S-)mals as lolkrvrs;
Top m ads Connected as follows; 2x4-1 mw at Taro oc, 2,M-2 rw5 sag¢red at 0-9a ma
Bottom 'amconnected as falowz 2x6- 2 of shgerM at&9D«
.• p
Weiss Connected aromvi 2x4-1 thei a 09L or, 2x6- 2 was staggerM i&9-0 oc.4f
�(
2)MY dsamwnsuleredegl it appidWallpll ., pt Rmledas OoM(F)orback(B)Md inttle LOADCASE(S)Sell Pfyto
el x �j1MJ�j x
ply colmeclos, base been pmmicalto dSNbrde only loads noted as or(B), unless ottlelwvse indicated
, //� ;R
3)WUM ASCE]-i6;Vu11=115mW(&seCCndgusl)VasdSlmpN,TCOL=60psf,BCOL=GN,,sf, h,30R, B=55$L=27R, eaW-40; CaL
/••••s•••••......................
R Exp B Enclosed MWFRS waral I)armC Comer(3)me, WMlleverion and dghtexWsed C-0 for mergers and files&
/ MARCOS A. HERNANDEZ
/••••
MWFRSir macllons Swam; Lumber DOL=165 plate gap OOL=160
...................... •••
,I 113878 *
4) Provmanage connote to proved ¢eler ponfig.
Me
hisWssreasdesigned efor bottom late load l ose mads
warebas
qq�
y�%-/CENS1E
nallnt
6)TTn for 20owhere 3bo a® by 2Do
Ne goad p ME bIXlom
2aQ'ri
chowal aer
a of On rectangle vide
It
can ra between Me Mao. cMw add any Mira members
l SS/ONAIE-C'',
]) Load case(s)1, 2, 3, 8, 9.10, 11,12, 13.14,15. 16, P,18,19. 201es/bave been moNfiM. Building designer must revrcw Macs to
\\\\":�
val (oat My are mum Wthe Mtendea use of this noes
8) Graphical Purim representation does act depict he me, orMe orientation or Me Purim aMng the top andmr Mao. chow
COR F-12513
LOAD CASE(S) Standard Except
November 19,2024
onmi=n.n .an=+
AeamMING aEAD NORESCINTIll INCURRED MIRFE REFERENCE Force Maroc ml. FvgR3CmmE use.
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Builders Flm,-.(Carta
,TX),
CartoObn, TX-5006,
b
8. 30s5W 2024 MiTek �911 tries,�A�c Mon Nov 181151192024 Paget
IO sy JaWahl, mmNr MyD4lkRC?NB7OHg3NS9Pgn18w3uITXbGK Dol7J CH
Loan CN M(s) Standard Except
1) Dead +R-f Fee (Mlancec) Lumber Imam e=100, PMIe lncol00
Uniform Loads (ptf)
Vert 1-]=156, ]-14-{ ,15-22=-13
2) Dead+O 75 Roof INe (balanced)+0 ]S Attic Floor Lumber Increase=100, Plate Inoevu=10f1
Uniform Loads (put
Vert 1-7=125, 714 -605, 18-22=-102, 1&18=13
3) Dmmd+Unlnbadlabk Atdc WNout Storage Lumber IncLea:e=125, Pate Increase=125
Undmm F. (p0t
Ved 1-" 714=511, 1622=25
8) Dead +06 MWFRS Wood (Pas_ Internal) Let Lumber Increase=160, Plate hrcrease=160
Unarm Loa15 (put
Vert 1-0 12, 73=468, 8-14=476, 1S22=43
9) Dead +06 MWFRS Wind (Pas_ Internal) RightWinder Increase=160, Plate Inrrzase=160
Undbml ILL, UPlg
Vert. 1-23<, 7-23=12 7-14-458, iS22�
10) Read +06 MWFRS Wool(Neg. Internal) Let Lumber lncmasc=160, Plate Inre case=160
Untmm Lads (p0)
Vert 1-0=-3$ ] 1"1215-2T 13
11) Read
+06 MWFRS Wind(Neg. Internal) RgdL WmM ftar. a=160, Plate Imam.t160
UnRmm Loads bad
Vert 7- 32, 7-14-518, 1S2 13
42)Dad+06MWFRSWlnd(P Imemm)1st Paalle[Lumb TIncrease=160,Plate Increase=1W
Unman Loads M
Vence-0=], ]-14-4]3. 1522-8
13) Read MWFRS WIM (Pis Ia emag 2M Pamllei Lumber la tease=160. Plate Incase=160
UNlorm Leads (PIN
VerL 1-0 2, ]-14-4]8, iS22=8
14) Read
MWFRS Wool (Neg_ Internal) lst Parallel Lumber Inaeas,i EO, Plate Incase-160
UnoTmm Lads (pit)
Vert 1-0 K 71"18, 1S2 13
15) Read 4 06 MWFRS Wind (Neg_ Internal) 2nd Parallel Lumber Increase=160, Plate I crease=160
Unarm Loads (put
VeR 1-]=-32.714-5121&22=-13
16)Dad.- LumberImoea5,090. Plate mute -090 PR metal190
,W. Lca05 (Put
Ved. 1- 31,]-14--51F1&22=]2,1S18=-13
1])Dead +O]5RCot Lry (Ml)+0]SAnk Floor+O]5(06MWFRSWiM(Neg_Intl Led): Lwnber Iperem,160,PHte Increase=160
.Moan Loads UoU
Ven 1-0 125,]-1"0518-22=10215-18=-i3
11) Dad+O ]5 RmtLrve (bet.)+O ]SAdc Lear +O ]5(06 MWFRS WM (Neg. Intl RgM) Lumber Increase=l6o, Plate lacnease=lSO
Unarm Lads (p0)
Vert 1-0 125.7-14 5.`&2 102. 15-18=-13
19) Read
+0]5 Rcaf Love (Cat ) + 0 75 Aft Fluor +0 ]5(06 MWFRS WiM (Neg_ Ind 1A Paadeg: Lumber Increase=l W, Plate Incmase=160
Unrtmm Loads (pm
Ven. 1-7=125, ]-14---60582 11021S18=13
Read
20) +0 75 Neutron, (bar)+0 ]SAtdc Fluor +0 ]5(06 MWFRS WOM (Na,_ Intl 2M Parallel)[ Lumber Increasr,i W. Phte Imfase=160
Umtorm Loads uff)
Ven: L-0 125, z14--605,18-2 1021518=-13
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DBuiltllers U..... (Cart BX05m) CartoCbq TX -FLAT GIRDER Bti30s Soup I62O24 MU`VdlistrieS, Ix Mon Nw 181151202024 Page 1599
5006,
ID:ry UtiatlVMk mmNr MyD4lkRC?NB7OHg3NS9Pgnt8w3uITXbGK DoiTJIZICH
233 61-1 6a-14 a-10-11 11-w 11zd isbio 1]-]-0 199E 21-111 262-2 268-0
233 2-1-13 2-1-13 2-1-13 2 L13 2-1-0 212E 212E 212E 2-2-6 21. 2514
9®Ia=rasa
3x4. .12= a4 II axs= z.4 ,or 2x4
25 21 26 20 Zr 1a ffi
68- .12M1dam, 612=
47-1 &10.11 13N
b2-1 b}9 639
4. -
y,�5 = zxa II dxs =
29 1. 17
Om 4,12=
1 - 0 2111-R
.12 .12
LOADING (psg
SPACING- t-DO
C51.
OEFL.
In (tic] Vtlefl t/0
PLATES
GRIP
TCLL 1000
P6te Gnp DOL 1W
TO
043
Ved(LL)
-036 t8-19 >Bq 360
MT20
24N193
TCOL 250
Lumber OOL 1 W
BC
086
Vert(CT)
-053 i8-09 >594 24.
Mi8AN5
186DO?
BOLL 00'
Rep Stru Ina NO
WB
0A
Hm(CT)
010 15 Na No
BOLL 100
Code IRC2021RP12014
Maim -MS
WIM(LL)
00418-19 >999 240
Weldor 5651b
FT-2
LDMBER-
BRACING -
TOP CHORD 2x6 SP
2400F 2 0E mr SP OSS mn6 SP M 31
TOP CHORD
2TD CC Arms (6 )b max ) 1-14, except end vertkaK_
BOTCHORD 2x6SP2400F20EmMSPOSSm2x6SPM31
BOTCHORD
Rgld ceiling directly applied or l TO -0 oc IXacing
WEBS 2x4 SP 1650F 15E or 2W SP No 1 or 2x4 SP SS'Excepr
412.1115718. 26 SP 2400F 2 OF or2x5 SP OSS or 2x6 SP M 31
2-22,1215-19,6118,E-18,9-1T,12-16 2x4 SP No
REACTIONS. (size) 2Y-0.58, 15153
Max G2v 22=]9ZI(LC 1). 15-0652(LC 1)
FORCES. mr) - Max Coe, about Ten- All firees 250 ge orF s except xTen shman
TOP CHORD 1-22-455A,1-Y-sMVT 2�-153091034=-153091T4-235181056=-2361WO,
67 24999/0741-2499910,8-9=1T97110,9-11=1]9]110,11-12 7!10b,
12-13-AK W01415=-290N
HOT CHORD 21-22=011050, 19-21-01975d 1819-0/24645, i]-181 1P 6,16-17114 2 ,
i"6-05123
WEBS 222=10(6(1N,2-21=009821.4-21-600910.419=0[523$6-19=138911,6-18-0035,
518-0/4311, CA7-vM510, fl-P=WG5289, 11-iOUV0, 12-16=27D18,
13,16=061T1, 13-15-6506C
NOTES,
1) 3-pty Loss to be connected together won 10d IN 131'F3") nails as mlmws_
Top tlrorM connected as mlloas 2x6-2 rows staggered at Do 0 oc
probe cords connected as follows 2x6-3 taws Mm3gered at0-0-0oc
Webs connected as m6ows 2x4-1 may a1GAD aq 2v6-2 tawred 0.9-0 s staggea or,
2)ASWds=wnsldered equally app&V mall except IT acted as from (F)mLack (B) face In the LOAD CASE(S) sMua Ply to
pubs,
connagens Ra4e been to distribute only loads noted as or(B), unless Hoene mdlceled
ply pmNded
3) Wmd. ASCE 7-16. %RV1I mph (35ewnd gust) Vasd=Jlmm. TCOL=6 0psf, BCO1=6 Opsr, R-00R; B=55$ L=2TR, eave--0ft, Cat
ILFat BEndosed;MWFRS(deetlm¢I), caddeverleft arm dghtexposed; Lumber DOL=lWplategrtp OOL=160
fir; //V ;a
4) Pmvlde adequate d2lrege To prevent gate, Lond n,
................................
5) AS goes are MT20 platbs unless omeewDemd.aced_
fMARCOS A. HERNANDEZ
6) The buss has been dagned fm a 1O0 psf boom agate live load nommmcmreN with any offer Irve kwds.
f----1...................•••;••••
T)- This tmss has 0.cn Oeslgred tar a We bad of 20 Opsf on toe Wimm choN In aN areas emae, a rectangle 3bOfa8 by 2-DO vnde
vn6 fit between Me InBom chord add a, Mha members_
/ 11387E *p'
1 % •yj i
( OA :�/CENSER+'•�f
B c ood rtlnre Nation does acts the we or me orientation of Me tan teem motor bob0m chord.
mph press depict pmib along p an
Na
11`SS`idiZeG
a 32 In add It up
9) HT12.11m otheranimateddevbels)shall be1?In doe
Inderal(head
m support c12,
ar
8041
4111,down
113ted
add an
2�1$t132 mdogn add 4t lb up at401$113216 Mwn and 4l to up at 6-0.t$113210 dnvn and 4lmup al bO12,1132 m
add 41 t
��\""��
cram and 41 Ib up al 10-0.i$ and i13216 dwm aM T Ib up at 12-0-0$ and 2250 m down at lbl-0m bottom chord_ The
dbsgn/erebonorsurnrdnr midevir(s)smerespnnslblrtyofoMas
COR F-12513
LOAD CASE(S) Standard
November 19,2024
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UNIT-18 BX05 FIAT GIRDER 1
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Builders FimiSwace (Carta ,TX), CartoObq TX - 5006, 8. 30mN 20D4lkR k tries, Mon Nov1811i Doi0 Page CW
ID:ryBJastIVMk �amNrM8My0aIkRIC2PSB]SHg3N59PgnI8w3uITXbGKWrCOoi]JIZIC"H
LOAD 0113E(5) Glen0aiU
1) Dea . Rm1 bee (OaNnccV) LumUel ln[o a,l 00, Plate Inrseau l CU
Unon m LnaUs(Rln
Vert 1-00=125.15-2 -10
¢ CMnMa LoWs po)
Vert: 18= 2W(F)2d ll32(F)2�1132(F)26 1132(F)2 1182(F)28=1132(F)2�1132(F)
ee�ro-lea is na wan,se.
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e
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213
2-1-it
11-11
11-11
11-11 153
®@=1232
z.4 II
2. II
24 I z�.4
5x8 =
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Sua =15ZI
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12 13 10 14 15 0 16 17
11 .1.c 7x10- 8
SOM184N5- 5x12 MmAH5-
b613 8t0.] 133
6613 b35 4413
RW[(XVL 19 M1Jd M-iJ1111114bdfld-ill
LOABING (psi)
SPACING- 2-DO
C31.
GEFL. In
god VUeB Ud PLATES
GRIP
TCLL 1ada
Plate on, BOL 1Do
TC
064
VCdTF) T It
3ID >9Y3 360 MT20
24,V193
TOOL 250
LumMr OOL 1 do
BC
0W
VSRCT) -013
3t0 >Rte 24. Mi8AH5
18MM
BOLL 00'
Rep SV¢s Ina NO
WE
075
Hm(CT) 003
8 Na Ina
BOLL 100
both,IRC2021RPI2014
Maim -MS
WIM(LL) 001
&10 >999 240 Weight 185 11,
Flb- 0
LUMBER-
BRACING-
TOPCHORD 2x6SP24001`20E
or2n65P O3S m2x65PM31
TOP CHORD
2L-0CC Wrtins (511-9 max.) t-0, except end vertkaK_
BOTCHORD 2x6SP2400F20E
or 2x6SPOSSor2x6SPM 31
BOTCHORB
Raid telling directly applied os l To oc IXadng
WEBS 2x4 SP No3 'Esrdepr
2-10,4-10.4-%6&9: 2x4 SP 16WF 15E or 2x4 SP No 1 w2x4 SP SS
REACTIONS. (sae) 11=0.58, &D68
Max Up118 l l-162(LC 4), 8=-17MFC 4)
Max G. 11=49W(LC 1).8=5319(LC 1)
FORCES. M,)-Max Cmlg.flSvo Ten - All filces 250 IS) orless except when shown
TOP CHORD 1-11�6823, 2�9051AMO, 3 9051O904�-9119293, S6=-9119293
7�72 3
BOT CHORD 1011=18951459-10-3209580,&9=18W5191
WEBS 2-11---6291R23,2-10=-1M6105,&1 D-38199410-,vKcT%19=E M!3,
5-9-�811101, 6-S-145/5135, 6-8=-631 W24
NOTES-
1) 2p1, Wss to Be connected together wed 104 (0131 SY) nails as random
Top chords co rectal as follows ad-1 roc at ORC oc, 2x5- 2 rows staggered at 0-9O oc
Bottom ch olds,connected asfollows :2x6- 2 rw.vs Staggered at 07C Rd
Wefts tonne ter as follows 2x4 -1 row at 9,0 oc.
2) Al lads are considered equally applied to all p0¢, except R acted as Mont (F) or book (B) face In tho LOAD CASE(S) seCMo Ply to
pry an"whols nave been provided to distribute only loads noted as (F) or (B), unless muelxse ndicated
3) Wind ASCE 7-06 W8=115mph (3-second gust) VasdSimpu. TCDL=6 ops[ BCDL=6 Opsf, tt-�YOM1; BS5$ 1=25ft, FAA Ift. Cat
IL Ego B{ Focused. MWFRS Shnech.dde, moddeverleft and right exposed; and er W1=160 plate grtp OOL=160
4) Provide adequate dairage to prevent water hat ng.
5) Al plates are W20 plates unless otherwise indicated
6) TRUE tmss lac been designed M a 100 psf Whom cMrd live load nonconcurtent with any other Irve bads_
7) -Tills Wss has been desgnM fora Ins, lead of 20 Op lfn the lto0om cttad in a0 areas wed e a rectangle 3b0 MR by 2-DO wide
will fit between the InWm cMN add on, Other, members_
S) Pmvlce mechanical connection (by aided) of truss W bearing plate capable of wthstaMing 162lb uplift alpmt 51 and 175In uplift
At pled 8_
9) Graphics!
purls represeadOdoesn Os trot depict the sae or Me orientation of Me pall along Me top and/or Whom cboN _
10) Hanga(s) or other cann mbon deNce(s) shall be provided sNbcie d to suppwh mncenbaled starts)1122 M dawn add 49In up at
2-&12,1122In down and 49In up M TO 12, t 1U to down add 49In up at 60.12. 1122 M down and 49 N up at TO 12, and 1122
M down and 49 M up at 100-12, add 112211, dawn and o lln up AT 12012 bo bo8wn chord Tire deslgNselecdon of sOdl
mnnMlon devlce(s) s Ne nsponsnlNly of Mhers.
LOADCASE(S) Standard
� ngnnaN nn nanp2
pwA- V"own,elomemreanitRewoaore ONTUBAnoIacwceoMnexRaeneacerneew-rns—rdtoemseeroneuse.
�aro
ny atrdes
Naeermm wweM as
m%v. an ouanydn mm�aM
a,daeslumR,Sda ,-nUSURUInrmmSrS, �pue rmmve swea�eleumog component Aamuewm puxwaeommCnennom)sMam
YR !1
VV
MARCOS A. HERNANDEZ
....:......................
:....
113878
COR F-12513
November 19,2024
MiTek®
Jab ITn « �Tvss Type
ONIT-18 N/III BmXO6 Fla[CaJx
aullaers Umis—(Came ,TX), Cauo on, TX - soofi,
LOAD CU%M(5) SandarU
1) Dead. Rm1 Llve(MNnucV) Lumael ln[rea l 90, Plale InaasE,l CU
Undom Loads(pin
Vert= 1-7* 8-11=-28
Con[enVeled Loads poj
Vert 12 1122NU 13=1MQN 14=1122(B) 1�IM(B) 16 1122(B) 17=1MQU
P
R85395600
1
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8. 3mmN yD4lk Tek 7GHq Mon Nov1811i Doi0 P CW
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UNIT-18
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1
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Builders Firsl3axce(Carta N/m
,TX),
Cano6bn, TX-
5006,
Job Reference/g^/ )
6
8.30a 262024 MiTeRM9listr'kS, lx Mon Nov 181151212024 Page'1
ID BJaatldNk cnerf! MyD4lkR1C2PSB]OHg3NSgPgn18w3NTXbC.K Doi]JIZICH
2$10
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11-N 13-10.]
1G19 161R 20.}2 2239
20 0
2-31
211
2-3-2
2-}2 2-}2
2-}2 2-}2 t-ta-fi 2-1-14
® =13.a
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a4B
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2x44 II
rasa II ere= a4 II 3xt4L= w�52=
sza=
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LOFGING (psi)
SPACING- 2-0U
C51.
GEFL.
In "'
lMefl t/0 PLAIES
GRIP
TCLL tale
Plate Grip OOL 1W
TO
044
Vat(LL)
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>9YJ -a MT20
244/193
TORT 250
Doctor OOL 1 go
PC
0]3
vsrduT
-02] 161]
>615 24. Mi8AH5
t8FR9
BOLL 00
Rep Stru Ina NO
WE
074
H0cdCT)
006 15
Na Na
BCOL too
Cade IR=VTP12014
Madda MIS
WIM(LL)
003 P
>999 240 World 464 to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x6SP2400F20Eor2x6SPOSSm2x6SPM31
TOP CHORD
2L0 CC Wdlns(6DO max) 1-1$ except end Wilicals_
BOTCHORD 2x6SP240OF20Eor2x6SPOSSor2x6SPM31
BOTCHORD
RgM ceiling directly applied or 10.00 oc Coang,
Except
WEBS 2x4 SP No 3'F crel"
2-19,4-19.4-1],6-1],6-16R l6,B- 5 2x4 SP 16WF 15E or 2x4 SP
No1ar24SPSS
RE UIMONS. Isom) 20=0.5E, M,05-8
Max Uplift 20=2WKLC 4),15=-381ILD 5)
Max Dice 20=6844ILC 1). 15=10054(LC 1)
FORCES. p)-Max. Complae117 Ten - Allfirres 250 do) or gas except wren Mown
TOP CHORD 1-20—V1266,12=2648,2-3=146II/SW, 3-0=14617/W445=201941696,
44-=20191416 6]=16W1552,]8--i6C01352,B-i(1=.M6I696,10.11=ag6/656.
11-02=-29NW
BOTCHORD 14A5=dl3/8032.1]-19-�i32/1]945,i6i]=b5]/18683, i516=312/&961,
14-1 %51129
WEBS 2-20=9651/3542-1�2G 9213 &l 19 lB64-t9�23113Z&l ]=952&59,
SP�98/12$ 6-1931, &16=3409/134, ]-06=42]/13$ 8-16=2A45]18,
8-1.r=t045M349,10.1Fc1034K#, i1-15-�ii6r]W, 11-t4=-]]6/i28, 12-14�6]/39
"Doc acing 14-15.
NOTES-
1) 3yty grass
to be connected together wM Mill A)131 NY) nails as follows_
Tap chords canceled as Rapti_ rasa-1 mx at 0.9C ac[ 2w6 - 2 ones staggered at 0-9O oc.
Bottom c8mds connected as(allows-2x5- 3 ones staggered at 0. ca
M, conntt@d as tognas: 2x4-1 now at GRC oc.
2) AS bads are considered eglIDlly alpSed to all pies, except 0 noted as Brad () or lem, (B) lace In 0¢ LOAD CASES) SecWrt Ply to
pry connections gave been Ma eft! to distribute only loads noted an (F) a (B), unless olummose ndlceled.
3) Wald ASCE 7-16; VW lI5mpb (3secwd good) Nec dSimpb; TCD1=6 Bpst BCD1=6 Bpst. h� B,55tt, L=2511, Sam, 4B, Cat.
ILExp B.Enclosed; MWFRS(drt9oreg, cartleverk:ll and tight expom Palatial; LubW er L L= =1 W plate grip OO1W
4) Poodde adequate drallage to prevent ureter pondsg
5) AR pbtes are W20 poles unless aftetw¢e Indicated.
6)Tba buss gas toed"gral for a to o psf bottom clwN lee load nommncunent with any lost lwe bads.
]) -Has M. has been deslgcced fora WeRall of 20 0o f on Me Logical chord In all areas xTwad e e a rectangle 3b0 d8 by e
.1 Fd between Me NMm cocoa add any Wirer members_
8) Provide me lanlcvl connection (by others) aloss to Learn, plate capable W vaVistaMlcg 2381b uplift at pint 20 and 384 b Win
at pint 15
9) Graphical pudln representation does not depict Me see or Me orientation of Me pudln along Me tap and/or eotlom cha if
rodonad - nan=+
Awn
YlT * I
VV :♦
MARCOS A. HERNANDEZ
....:......................
:....
113878 :ti.
COR F-12513
November 19,2024
MiTek'
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Dry ply
b IYJ6, R85395601
ONIT-18 BXO] ROOF SPECIAL GIRDER 1
often
Builders Flm,—.(Cana ,TX), Carnage. TX-5006, 8. 30s5� 2024 MiTek �911 tries,�A�c Mon NOv 181151212024 Paget
ID syWaatIVHk mmNr yD4lkR1C?NB7OHg3N59Pgn18w3uITXbOK Doi7J4 CH
NOM
10) Hungered or other connection devlce(s) Mal be plovAed sul&knl to suppst concent2led Mad(s) 91411, dawn add 46 M up at 2412 914Ibdown and 45Ib up at
4U1$ 914 M d. and 46 th up at 6612, 91411, ruched aIM 46Ib up at 88121454lb eager and W N up at 10U12, 1454 th dnxn and 60lb up at 12U12,14541b
dwm add 60lb up at 1" 12. and 10,111, daen and 6011, up at 16-0.12, and 14M W down add 60 th up at 17412 on boom rMN. The deslgNsekcllon otsucb
connMron deage s) s Me respxLsdnNy of Others.
LOAD CRSE(8) Standard
1) Dead
+Roof live delarced). lumber Invease=100, Plate Ino� easi ON
Unhory Loads U*r
ved: — 1-12500, ltT 20
Concentrated Loads pb)
ved 16=1454(F)2 914(F)2 914(F)24-914(F) 25-914(F) 2 1454(F)27=1454(F)28=1454(F) 29- 1454(F)
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ST L2bORIMN"k M1T911hies; Mon Nw181151222024 Pa5"12
ID:ryBJarailk,k mmNr MyD4lkR1C23B7OHg3NS9PgnI8w3uITXEGK Doi7J CH
ago
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as ll
2 3 �- 6 5
11 10 9 1 ] 6
2xp II and= zxs II Ad = zxa II
2xd II
LOADING (ps1)
SPACING- 2-0
C51.
GEFL.
In
pc) VUefl Ud PLATED
GRIP
TCLL 10a.
P61e Gap D.L 1D3
TO
038
VCMLL)
Na
- Na 999 MT20
2"lM)
TCDL 250
Looker OOL 1 go
BC
012
VeRCT)
Na
- n's 999
BOLL 00'
Rep Stru Ina NO
WE
067
Ha](CT) -0.W
] Na Na
BCDL Joe
Code IR=VTP12014
Mairk-P
Weld 49Ib
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4SP1650F15Eor2x4SPNo1wW
2SPSS
TOP CHORD
udu
Sh2ww l d saeaNing dlrealy applied or 5b -0orllns,
c po
BOTCHORD 2x4SP1650Ft5Eorat
SP Not a2WSPSS
except end veNcels.
WEBS 2x4SPNo3
BOTCHORD
Rigid ceiling directly applied or 64)0 oc Cmtlng.
OTHERS 2x4 SP No 3
REACTIONS. All Mushin s 8-90
(lot- Mar Ron, 11=5(LC 8)
Max Utah AIIop8010o lUor less atconds)6 exci 11=1020(LC 27).] 1290(LC 28),8=1289(LC 2]),
9=976(LC 28)
Mar G. Ailfe iom25010orkssaljolM(s)6,10excep111=1054(LC32),]l42(LC31),B=1405(LC32),
9=1124HO 31)
FORCES. M,-Max Comp.AM. Ten.- All forces, 250 US or kss except pother sh.
TOP CHORD 1-11=1O6N106T 1- 1214H2W, 2-3�121509. 3-0 116111156, 4: 558s5
BOTCHORD 9-10=]94cRa 8-�516512,]�]0N]02, 67�
WEBS 47--55 15],3>C138213]52-9=689188,1-1Y1615MG22, 91Y16telUll.
1 1811]18II
NOTES
1) Who ASCE 7-16; VuR-T15mpa (Tsecwd gist) VasdSimpa; TCD1=6 0psU. BCD1=6 0psf, h MN, B=55fl, L=25ft; ease m. Cat.
11; Fxp B: Enclrs al; MWFRS (dee 9oreg ale CC Comer(3) mne, caMllever left add aghtexpsed C-C Warroutinesand forces 8
MWFRS s rreacBons sOmm, Lumber DO1=1 So plate gap OOL=160
27Trussdesgredrorwlmv dginkeptaneolmethapor, Frrstudsexp tomnd(mrmaltomel ),see StamaWindusby
��
Gable End! DetaE asapplicable, or consul qualified dddp, designer as pCrANSaPI 1.
_�S�OF TF.
3)PmvlOe adequate drainage In preverd water pondeig.
p.
i yS: 9f 1/
47 Gaae regmres mn(m.as"Chum an" had"
5) Tress to be Nlry handtare "aced M degonal
�jMA1
sbeat"ed one or securely a chat oral movacent d e_ webj.
6) Gable studs spaced at 2-0L oc
+ �3 //�
])T"6 does has, torn designed For a 100 w thoOCm clroN lave load nranrrodait with any oOwf live leads.
............................
/MARCOS
8)' The truss has been designed! for a dewad of 20 opsf ch By, " mm Chad in all areas where a rectangle 3 0Me by 2TC wide
A. HERNANDEZ:
wR a between Me tollCm Chad ale any Mho evemcers_
�••••;•••••••••••• ••••�••••
9) Pmvade oratorical andar aon(b)Nbers)of Bass toTrading pte capable of entstarying 1001" iWAR at pinks) 6 except at-M)
11.3878
f9$1�
10)T"a502Bass has "eeBn designed for load 300 Wmba OOL=(133)PM@gdp 00L-j133j CCnnred Russ to
aTdald2g of ptl resist
11�`SS�QNAL"'G\�
drop leads along ketlom Chad Fmm GO 0 to 8-go for 3000 pR
%%ZZzz —
COR F-12513
November 19,2024
Lea G V"dn9,paopm.trna,it READ aoFESONTMSMI) INCURRED Mora REFERENCE RACE .].], up, ,dr,adReuse
pur
Millny
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dww
u
rysN
appy. au ouaiy'Co amtiwnalwm'.Ptrnunl
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UNIT-18 N/III Cm02 Ja kCluutl
BaIMea Hmsnaee(Cana ,Tx), Canmmn, Tx - Soo6,
18 4.
2-40 -0a
3x4 =
z
pry P
/g^/ str'kS) R85395603
6 8. 30s 5126202Mi 4 TM9li eR, Ix Mon Nov IS 11111221124 P.,1
In syBJaWVHk rNd My04lkR1CiPSB70Hg3NS9Pgn18w3NT%bGN Dol7J CH
2 4 B4U
• z-ga z 41
025 12 Scale : LP=1'
u4 II 3K4 = zx4 II
3 4 s
fi
Lfi=
.no
4d8
LOAGING (pert
SPACING- 2-DO
Can.
CEFL. In
pact Well W
PLATES
GRIP
TCLL 10D.0
Pate Gip DOL 1c0
TC
021
Ved(LL) -0@
] >993 360
MT20
2441190
TCDL 250
Lumcer DOL 1 W
BC
0T2
Vat(CT) -003
]A >9Y3 240
BCLL o 0 '
Rep Stress Ina YES
WE
o 36
Hmz(CT) 06t
6 Na Ma
BCDL 100
Code IRC2021/1PI2B14
MatUc-NS
WMNLL) 0.00
] >999 240
Werght 50to
FT=2(Y%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w1SPS5
TOPCHORD
ShucN2l wood sheathing directly
applied. except
end vedlrals
BOT CHORD 2x4 SP
1650F 15E or2x4 SP No 1 w 2W SP SS
BOT CHORD
Rlgld ceiling directly applied.
WEBS 2x4 Sp No
REACTIONS. (sled) B=MeclNnraL 6-YAechanral
Max go. 8=50LC 8)
Max UPIIB 8=-29(LC 8t, 6-31(LC 8)
Max Gray 8=1142UC 1).6=1142(LC 1)
FORCES. (at - Max Com,rpho Ten. -All faces 250 SM or less except wlren shchn.
TOP CHORD 2� 21011%, 3 12091199
BOTCH0rm 7
t881955, 6- 1751918
WEBS 2�130141 9, 2-]=21/350 3-7-1461108, 4-]-10(412, 4E=1274Zc 3
NOTES-
1) Wit it ASCE 7-16, VuV115mx ph (3-swd gust) S lVasdimpI,, TCDL=6 Opsf, BCDL=6 Opsf, h� ft, B=55$ L=LSR, eavc=4ft, Cat.
IL Exp N Encased, MWFRS (diMlonal) and CC CoroxUBeone, caMlleWraft and nghtexpose0 C-C her members and tortes 8
MWFRS torreaclans shown, Lumber D01-160 plate gdp D01-160
2) WwMe adequate drainage to preya8 eater pondmg
us .
3) The buss Ims been desgned nor a 100 per Whom chain live load nonwncunent with any other live bads_
4)This terse has teen designed her a Bee lad of 200pst on Me Corder chad In all areas where a rectangle 3 hill by 2-0O vide
WR In national de WMm chard add am oBRr members_
5) ReRr In glyderts) for Vuss to Vuss connecWn,
6) Pmvlde meclanlwl connection (by others) of Buss to neanng pate capable of wthstaMing IDo d uplift alpmt(s) 8, 6.
]) This hues dentin requites Nat a minlmum m 7116-sNxtural wore sheathing sheathing Me applied Many to de top crew gyps and 12-um
slreehock to applied did" to the Bom chow
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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Carto6bq TX-150O63PECLlL SUPPORT 8E30 Sw' Y62p24 MiTek M1killhies; Mon Nw 181151232024 Page 5604
ID:ryEJaWoRkk ramNr My04lkR1C2PSB7OHg3NS9PgnL8w3uITXbGK Doi7J CH
T-23
T-23
0]5 F2 5®n!=I Ri
d6 �� art LO ��
2 3xfi- 3 < 5
10 9
8
T 6
2.
ca
Mfi it Roo-
]-2 8
2_2 0
Plate Ofise TXY1
-03J3.Oa-0I
LOADING (psi)
SPACING- 2-0O
C51.
GEFL.
In
(bc) Vdeft Ud
PLATES
GRIP
TOLL IWO
P6te Grip DOL 1 W
TO
018
Ved(LL)
Na
- Na 999
MT20
244/190
TCDL 250
Lurnlrer OOL 1 W
BC
014
Ved(CT)
Na
- Na 999
FELL 00
Rep SM2are
Horz(CT) -0.W
6 Na Na
BCDL 100
IRC2Ina 021RP120 40
MaBV
P
Weight. 4011,
Flt- 0
LUMBER-
BRACING -
TOP CHORD 2,4SP1650F15Eor2x4SPNo1w2WSPSS
TOP CHORD
Structural wood sheathing dirmAy, applied Or6-0-0
oc p pins,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No1 w2WSPSS
except end verecels.
WEBS 2x4SPNo3
BOTCHORD
Rigid ceiling directly applied or&C 0 oc Mating_
OTHERS 2[4 SP No 3
REACTIONS. All Neatings 7-2A
(Ith- Max Ho¢ 10=5(LC27)
Max Up1M All uplMlDDlb.,IesW nt(s)10.pl6 954(LC28).] 57(LC27). =1010(LC28).
=1@2(LC 9271
Max G2v Akre iom2501horks al)oIM(s)10except6=10W(LC31),T=1093(LC32),8=1135(LC31),
9=1136(LC 32)
FORCES. am -Max Comp Wax .Ted. -All once, 25D Vid or less except vNen shwa.
TOP CHORD 12�1Br319,2�8253B24,3-0 378n319,45� AmNS
BOT CHORD 9-10 30(320, 8-9=930920 ]A-184/.f80, FT-8840130
WEBS 4-0 1Ul11072, 38 51 N1 74,2-9- 1119111192T-154&1549, 4fr1340(1346
NOTES-
1) Wind. ASCE 7-16. Vu8=1 I5mph (35ecwd gist) Vasd=Jlmph. TCDL=6 Opsf, BCD1=6 Opst. h,301t; B=55$ L=25R. eav,2R, Cal
IL Exp B. Endorsed. MWFRS (m adonal) add C-CComer(3) rune, GMAever left add mgniexposed C-C or memAers and ounces &
MWFRS or maclo e, shown, Lumber DO1=1Ad plate gap OOL=160
2)Trussdesgnedorm cadsothe Baneofthetrussonly For Mudsexlwsedtomnd(mnmaltome1 ),see StawaMIndu y
Gable End Heads as applcaMe or Moore qualified Wiling designer as per ANSITPI 1.
3)Prwide adequate dramwge o prevent wear ponQg.
4)Game
_�� Ti
QT.
Ti 11
negate, conbnwas bottom choN beaam]_
5) Truss to be oily sheathed from are face or=md, b2ced against ateral movement p e. mamal xClq
pS.C•••
yS: '9S 11
A��j
6) Game sods spaces!at 2"d ac
/ A 1
T) TIE trusses teen dared M a 1 o O psf mHom cRwd live load nomancoment with any other live bads_•';w
8)- This Wss has been desg Vora Ine Mad of 20 Opsf onthe Cotom Mvol choed in a0 areas we a rectangle 380 MR by 2-DO e
/•••••••••.......................
wit IT between the betbm clrom add any other members_
�MARCOS A. HERNANDEZ
9)Pmuce, mechanical Connamn(by others) or truss o beaing plate capable m wthslanding No lb upM atpmt(s) 10 except BEM)
:..................••••;••••
,� •Q•
6=954 7=957, 8=1010 9=1D22-
f dragload of 30000 ff Winter
10) This Mar, has Been V OOL=(1W) Pla", DOLgi 33) Connect mass to resist
113878 -*
(1%.- 4`ENSF•�
Wtlnm[ned
deg bads fmm 0.0 o to or 30
along
I���SS�ONAIE��'\�
COR F-12513
November 19,2024
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Builders FlrslSaace(Caua ,TX),
LC4
i
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N PN
vss R85395605
Ja kCI—d 6 1 /g^/ )
CarroCbq TX- 5006, B. 30s5 262026MiTeRM9list ,lx Mon Nw 181151232024 Pagel
ID:sy JastlVHkr mNM MyD4lkR1C2PSB7OHg3NS9PgnL8w3uITXbGN Doi7J CW
"I ] 2A
025 FIT amon, i1x
2sYl= 32.6 II
o�
4
3.a=
LOAOING (ps1)
SPRCING- 2-DO
C51.
OEFL. In
tact Well [Al
PLATES
GRIP
TCLL 100.0
Plate Gip DOL 1 00
TO
0 56
VM(LL) o 13
4-5 Nd8 360
MT20
24,V190
TCDL 250
Lumcer DOL 1 W
BC
049
VeMOD -026
45 >326 240
BCLL 00
Rep Strgs Ina YES
WE
040
H.ACT) Oat
4 Na ma
BCDL 100
Code IRC2021 FF,21)14
Mathx-
WMNLL) Rod
5 -- 240
Waght 37 to
FT=2(%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Ea2x4SPNo1MMOSPS5
TOPCHORD
ShucN2l wood sheathing directly
applied. except
end vedlrals
HOT CHORD 2x4 SP
165OF 15E or 2x4 SP No 1 or 2W SP SS
BOT CHORD
Right telling directly applied.
WEBS 2x4 SP No 3
REACTIONS. puxe) 5=0.5$4=Mecbaulcel
M.M. 5=a(-8)
Max Uplld 5=-23pLC M) 4=26(LC 8)
Max Gray 5=934(LC 1), 4=934(LC 1)
FORCES. that - Max Com,naho Teo- All aces 250 Sm or less except wlren sbmm.
TOPCHORD 1�33KM. 3-0=33385
OCT CHORD 45=2WSSR
WEBS 25=11182782-0 111 C291
NOTES-
1)And-ASCE]-i6, Vu11=115mph(3- gl grog) VasdSimph. TCDL=6 Ops[BCD L=6 Opsf, h�Oh; B=551E L=5R, eavc=4ft, Cat.
IL Exp N Entlosed, MWFRS (dcMlmug arm CC Comerj3t Ane, raMAever left add night ex used C-C Pow members and arras 8
MWFRS for reactions shmm, Lumber DOL=160 plate gdp DOL=160
2) Wwlde adequate mandige to proven eater pondmg.
3) Ths buss has been desgned par a 100 W Whom claw! live load nanwncunent with any other live Marts_
4)`This has has seen designed for a Beelead of200psl on the Cohom chad In all areas where a rectangle 3 el by 2-0 vide
WR r! Oelween Me Wgmm amid add a, max, members_
5) Refer to goden(s) nor ass to buss mine pans
6) Provode merlcwcal connection (by otheed of Buss to aeanng plate capable of withstand! ing IDo m uplift alpmt(s) 5 4.
]) This Buss desgn requhes Nat a common m ]]16" sNxWml won sheathing Me applied directly t0 Me mp cMN gypsu and 12° m
stm ehock to applied moolN the
e Oom chow
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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Builders FrslSaace(Carta ,TX),
2-1M1fi
2-1M1fi
Truss Type
Ja kC1u
CartoI-,TX- 5006,
S]J
2R-14
.6=
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R15395116
5
1262024
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MiTM9li eRstr'kSx av , IMon N181151242024 Page1
ID ryBJaaUMUkr mNM My84lkR1C?NB7OHg3NS9Pgn18w3uITXbC.N Doi7J CH
&32
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2114
2-11L
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5®1e=1.185
2x411
9x4- Tx411
] ] 6
"1
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A-0
S]-4
LOAOING (psi)
SPRCING- 2-DO
CST.
OEFL. n
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PLATES
GRIP
TCLL 10D.0
Pate Grip DOL 1Ed
TC
044
VErgLL) 006
] >999 360
MT20
244MMU
TCDL 250
Lumber DOL 100
BC
038
Val(CT) -0W
] >999 240
BCLL o 0 '
Rep Strgs MEr YES
WE
o W
HoEACT) 0➢3
6 Na Ma
DCDL 100
Carle IRC2021]TP12014
Maori
WMNLL) 0.01
] >999 240
WeJgM 58to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x43P1650F15Eor2x4SPNolorMOSP55
TOPCHORD
Structural woo050eatMng directly
applied. except
end verhods
DOT CHORD 2x4 SP
1650F 15E or 2x4 SP No 1 or 2W SP SS
NOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No
REACTIONS. (sae) 8=0.58, 6=Mecbaulcel
Max HDrz 8=](LC 8)
Max Uphold 8- 3MLC 8). 6—ID(LC 8)
Max Gray 8=14]4(LC 1).6=1474(LC 1)
FORCES. (at- Max Coach Wax Ten. -All Mdxr250(art or less except wlren Sarnia
TOP CHORD 1d MVEUO, 2-3=2274=8, 3-0 227=5 325/68
BOTCHORD ]�30811]94, 6T=284]1692
WEBS 23=202D/3422-7-3M567,3-7- 411364-7—GWD3, 4L=19521339
NOTES
1) Whit ASCE 7-16, VuV11ttw 5mpb (3-sa gust) VasdSimpc TCDL=6 Bps[ BCDL=6 � Opef. hOft, B=55$ L=LSR, eaA,4ft, Cal.
IL Exp N Enclosed, MWFRS wh Marug aM CC CcUREU Crone, ra MIeWr aft add righttexposed C-C her members and forces 8
MWFRS for reactions sbmm, Lumber DOL=1 SO plate gnp DOU-160
2)WwMe adea le connote to paver8 eater pondmg.
3) The Mass Use, d rrd been tled! for a 100 per Whom chalive load nonwncureent with any other live bans_
4)' This Mori has been designed Mr a Bee lad of 200p9 on the border chard In all areas where a rectangle 3 tall by 2-0 vnde
WR fit Oelween Me Wimm chard add am oHv S members_
5) Rater to gnder(s) tar buss to Mass mdirectin,
6) Provide Mechanical camcorder (by others) of buss to bearing pate capable of withstand! ing IDo a told alpinips) 8, 6.
]) This Russ desgo requhes Nat a minimum of 7116" StructuralwaM sheathing be applied Energy t0 Me ap cMN and 12' gypsum
sheebock be applied directly
y to e Bochow
YR !r
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss �TvssType Ory PIy
6 R8539560]
DNIT-18 D84 Ma�wp4N Suppartetl Gffik 1 1
Job Reference g^/
Builders FrslSaace (Carta ,TX), Carrollton, TX-5806, 8. 30e5 MyD4kR NB70'k,Ix Mon Nov1811i Page
ID:ryBJastIVMk �amNrMSMy041kRIC2Ps8]OHg3NS9Pgn18w3uIT%bC.KWrCOoi]JdzIC"H
4ao
a Dd
1. II A" I� zx4 11 s®r=1-t3z
2 oz 12 3
fi
4
zx4 11
zx4 11
2.
LOADING (plea)
SPACING- 2-DO
S.
.EFL.
in
Bad Well W
PLAIES
GRIP
TCLL 100.0
P6te Gip DOL 1 00
TO
016
Vert(LL)
Na
- Na 999
MT20
24 190
TCDL 250
Lumber DOL 1 W
BC
002
VeMOD
Na
Na 999
BCLL 00'
Rep Strgs Ina YES
WE
013
HgCgCT) 000
4 Me n2
BCDL 100
Cate IRC20217P12014
Magda
Wardt 1810
FT=20ao
LUMBER-
BRACING -
TOP CHORD 2x45P i650Fi5E
or2x45P Not w2w15P 55
TOP CHORD
StrucN2l wood shemgng Ulretly applltlw440
oc Wrllns,
BOT CHORD 2,ISP 1650Fi
5E or 2x4SP Not w2WSPSS
except end veNfals.
WEBS 2x4 Sp W3
BOTCHORD
Rgld telling directly applied or 1 Do 0 oc bat ng
OTHERS 2x4 SO No 3
REACTIONS. (size) 6A No 4=4-0o 5-TO I
Max H. 64(LC 8)
Mar UPS 6—BLC 8).4=7(LC 8), 5,-05(LC 8)
Mar G2v S4OMLC 1L 4 8(LC 1),5=585(LC 1)
FORCES. Old -Max Comp.Mlax. Ten - All firees 250(N) or less except wren sdwm.
WEBS 25 545]153
NOTES-
1) Who] ASCE 716, Vult=115mph (3-second gust) Vas ]mph. TCOL=6 DpsE, RODL=6 0psf, h O0ft; BS5ft, L=25%eav,2R. Cat.
IL Exp B. Focused, MWFRS (dlrecfiona1) add CC CoAmOu zone; caurdmor oft and night exposed C-C for murders and forces 8
MWFRS per reaclbns sftwm; Lumber DO1=160 plate gap DOL=160
2) Truss desgned corwlM bads m me plane or Ne trussany_ For stWs exposedto wind (mural to Me feet, see Standard Industry
Game End Oetal6 as applraUte, or consu8 quallfietl t urUing designer as pe, ANSIRPI 1.
3)Prounde adequate Urmnage, to pol water no.,
4) Gable regmres cong hous gM.m chord!heard.
5) Truss W be Why
sheared from one Face or securey o2ced Atlanta Nterat movement (ten capons] went.
6) Carlo arms space! a 2-0-0ric.
]) This Mass tpas been tle adem rw a 1D 0 pet Whom cLwd live load nommncmrent with any other Irve bads.
8)- This Mass has 0.cn designed! par a We lead of 200psf on the Wttnm them in au areas Mere a resume,3 (, ae by Mvide
wig IS between me NBom chord add an, otter members_
9) Provice mechanical connection (by equal of miss W bear, plate capable of v4Viewiding 10011, uplift at)omt(s) 6, 4, 5
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
is Y—. wan,se
MiTek®
aenroaaea tr.,m�
p
ev om° ne 1
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Druilders U.S..... (Carl1TX), Cartotlbn, TX-15006,Ty QW 8tiWs SoP-162024 MU`Vdlis1 , Ix Mon Nov 18115125 2024 Pag3e 1608
ID:WELlastIVHk axmNr MyD4lkRC?NB70Hg3NS9Pgnt8w3uITXbGK Doi7J CH
0.1-8
H
t 352
143 11 4x5= 1i[] 11
3z6= 5x6= 46= 3x4= .= 1 �� .4= L4= 311 FP— Son art=
1 2 3 4 5 6 T 8 9 18 11 12
4rfi= 5vb= 4x5=3ag MI.. FP= 1.3 II 3x4= as, 4x5= edfi 4L=
bb SP=
3.4 _
IST 1" i 1. 13-1.
i 1s"
1.2. A 1-0
• 2-so z6a 2TT i sb-o
2Ro
1. 2-1.
Plate OflseofXYl 15DATEdl R3Edorl 117&1-0ECoel 124 &1-0 011 1250-1d 0141
LOADING (ps1)
S-CIRG- 2-0U
C51.
OEFL. In
(bc] VUefl t/0
PLATES GRIP
TCLL 600
Plate Grip DOL 1 DOTC
OT9
Ved(LL) -031
P >BIX4 360
MT20 220N93
TOOL 250
LuDOL 1 DO
BC 0%
vcrduT -0 Do
i6P >425 240
Mi8AH5 169/62
1
BILL 00
Rep StrumMr
Ina YES
WB 0A
Hoa(CT) 011
13 Na Na
BCOL 100
Cctle IRC2021RP12014
Mabol
Weld: 112IS FIT E =20%tt%E
LUMBER- BR DCIRG-
TOPCHORD 2x4 SP 1650F L5E or2xd SP No1 w2W SP 5S01 1 TOP CHORD
Structural wootl sOeaNing
Ulredly appllM o142b oc putllns,
BOTCHORD 2x4SP1650Ft5E or 2x4SP No1 or 2W SP SSUC)'Ex[epY
except end veNcels.
11202W OF 240OF 2 BE or 2x4 SP 2400F 20E a 2x4 SP D55(0at) BOTCHORD
Rigid telling directly appllel or 1" Doc babes, Except.
WEBS 2x4 SP No 3(nag)
2-2-0oc Mace g.19-21.
REACTIONS. (.c) 23=05$ 1395d
Max G2v 23=1542(LC 1). 13-1542(LC 1)
FORCES. (to) -Max CompaBax Ten -Alifirral goorkssexceplwlren shared.
TOPCHORD 2�2556i1, 3-0 1710,i-Y8M05E=5780N, 61=-578000, 7S539310,
&14=631", t IT t=-2556U
BOT CHORD 22-23=0/147$ 2122,Q3588,19-21=N4997,18-12N5780, 1718=0,5780, 16-II-03122,
1S16 rg5gra 14-15-09585, 13-1&tN1473
WEBS 11-13=-208(/02-212079/011-14=0116102-22=Ctl611, 1&14 153100,
3-22=15390, 101`✓0/1082. 321=0110l &I5=1024N, 4-21=101 V0, 8-16-D1590,
4-T9 Gm1, 7-16=530N, 5 1- 79 vT 7-17=2491469, S18=-1171257
NOTES-
1)unbalancedBoor0velods1 Veenconseredrortlnsaesgn.
2) All plates are MT20 plates unless propel inOYa@0
3) The Fabrication Tolerace a1)onrt 20 =11%
4) Recommend 2x5 shopiks, on age, space0 a11" 0 oc an0 fastened to each Buss wth 3-100 IN 131° X
3") nal5
Strolgbads to be attached to walls 9 Ncti order end or restrained by other means
:♦
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss
Dry PIy
R85395609
DNIT-18
F82
�TvssType
Flom
1]
1
Job Reference g^/
Builders Fimi3aace (Carta
,TX),
CartoOloq TX- 5806,
6 Mon Nov1811i Page
8. 3mm
MyD4kRC?NB7GH 3NS Doi4 CW
ID ryBJastIVMk �mrnNrMSMy041kRIC23B]OHg3N59Pgn18w3uITXbC.KWrCOoi]JdzIC"H
.1.
HH10�
i�]� 1 � a a
s�=145fi
Lfi=
4d= 1[fi= 3xfi FP= OtS=
11 12
4ad= L18 M13MB EP 1.3 Ls= 1,co 9x5= 45= 45=
46= 45- i10 M189MS FP=
D
2F3a
134E
11.
Plate Offs ofX Yl-
115 Food 04181130 GAd 0-TTI 1310-1-000.141
LOADING Oleo
SPACING- I—
C51.
OEFL. or
I-) one. "D
PLAIEB GRIP
TCLL 400
P6te Grip DOL 1 DOTC
085
Vetl(LL) -051
22 >6% 360
MT20 220N93
TCOL 250
LumQx OOL 1 W
BC 062
verICT) -0%
22 >329 240
M18AHS 169M62
BCLL 00
Rep Stru Ina YES
INS 070
roa(CT) 014
15 Na "
BCOL 100
Card,IRC2021RP12014
MaYmS
Word 14]10 FT=20%E 11%E
LUMBER- BRACING-
TOPCHORD 2,4 SP 165OF 15E or 2x4 SP No 1 or SolSP SS(flA) TOP CHORD
Shuctu21 word s0eal direM appllM m2-2-0oc purilns,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No1 or Sol SP SSNCa _.Pr
except end vernal
17-27 W OF 2400E 20E or 2x45P 2400F20Ew2x45P O55(flaY) BOT CHORD
Rigid ceiling direay appllel or
1 M 0 cc bocTg
WEBS 2x4 SP No 3(nag
REACIIONS. (.c) 29=553, 159.5d
Max Gov 29=131 SIC 1). 15=1315(LC 1)
FORCES. (10)-Naar Con,aaho Teo -All forces 250 p0) or less except when shown.
TOPCHORD 2�225;So3 3945N,4b=-5185o 5E=S9SUCE67-4a M,7S433N0
8-10=596M0, iO11- 51"vg 11-12a944/012-13=-2 SeD
BOTCHORD 2829=0/1268, 26-28� 200, 252 01466224z.cw56n. 2124=0/G24522-23=0.6245.
- 21016245.2021=0i6245.19-20=156n. 18-19=(w4661. 16-1 8=W320D.
1516=011269
WEBS 2-29 l79 0,2-28 1462&28=1409/O.b2 011108,426= M6N, 425=0/]]8,
5-25=I31I0 5-24=N428'o-24=-0c610, 1315=1]9QAT TT16=N1462 12-16=-1409N,
12-18-0111 07,11-08=1066 ),11-09=W7]8, 1019=731N, 10 20.D/427, &20=4064
NOTES-
1 ) All plates are MF20 plalg unless oNetwSe 1nOttateO
2) A0 plains are 3x4 MUD unk:ss o arowee nMlca(etl_
3) Recommend 2x65Mm]Cacks, on age, special al 1" 0 oc as taste dto each tress adh 3-101(0131°X3")na15
Sgomparks In he 38acha to walls al their order ends a dendona by otet means
a) BARTON. Do not great tress haclrwams
:.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jab Tn«Truss Type
UNIT-18 N/III FF003 Floor
ne Builders reetoa(Ceno ,TX), Carrollton, TX- 5006,
I oo 11 3x6 = hd = 19a 11
i z 3 a
1ZN 7-1
14 13
3xd— .= 3.
pry Ply
/g^/ ) R15395610
3 8. WsS 1262024 MiTeRM9listr'kS, Ix Mon Nw 181151252024 P.,1
ID:syBJaoaW,k r mNM My84lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7JI0.ZII W
1G8 r1a
® =1221
uc+ II
3x4= as= 36=
IS
12 11 ID
1.3 3A'r-
2-]-0 a-2-0
ta80 1.
]-]F Sfi8
2L-0 1.
Plate ORsets(XY1—
50.18 E6x1 ft30.1A EMeL N60.1-0.0.1b1
LOADING (psi)
SPACING- 2-0U
CST.
DEFL.
In (bc] lMefl t/0
PLATES GRIP
TELL 400
P6te Grip DOL 1 W
TC Od]
Vert(LL)
-0091i-12 >9Y3 360
W20 244]190
TOOL 250
LmnCer DOL 1PC
BC 0]9
VeA(CT)
-OP tt-02 >955 240
BOLL 00
Rep Sd` Ina YES
WE 041
Hoa(CT)
003 9 Na Na
BCDL 1 to
Code IRC2 l P12014
MaVkS
Weight 721b FT=20%E N%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650FT5Eora4SPN01or2WSP3S(0A)
TOP CHORE)
Shuctudil wood sheathing directly applied w6-0-0 oc pudins,
BOTCHORD 2x4SP1650FN t5Eora4SPo1 orw SPSS(0 )
except end vernals.
WEBS a4 SP No 3(0ag
BOTCHORD
Rigid ceiling directly applied or 10.60 cc ancig
REACTIONS. (.c) 15=0.5$?-0 B
Max G. 15=992CLC IT _ .A4(LC 1)
FORCES. (10)-Max Comp Mlax. Ten -All forces 250 IS) or kss except wlren stmwo
TOP CHORD 21 1453N, 3 2345N, 4 5=234510 Sb=-MIAT 57=14NM
BOTCHORD 1415c0B84,1&14=VUGO 12-0Y@2345, 1112-TaM5, 10.11-0afai, 910-0512
WEBS 79 128610, 215 128010.710=0871, 2-14=N846, F10=799I0, 3-14 T(T
6111/ &13- r , 51"ODM0, 413=-29=
NOTES
1) Un n lnnced floor We bads Have been consxJeded 1m the desgo
2) Recommend 2t6 strongWole,, on age, spdoed al Igo 0 oc and Rd tened to each buss votb 3-100 (0131-X 3") dolls
StrorgeoG to be a8acbedto xalls at NeV outer ends or hadoined by other means.
3) CAUTION, Do rot erM Vuss hackwards.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Ivoro 473-1�3GEFGIREUSE.
Mill
Jabvss �Tvss Type
UNIT-18 F04 FLGOR GIRDER
Builders Fimisnuve(Cenn ,TX), Barrage ,TX- so06,
0.1E
H I�. I 2i,
ply Ply
) R85395611
1 8. 35s Sep"62624 Mi.2 4/g^/ strieS, Ix Mon Nov 1811 M 262@4 Page
ID:WBJaWVHk axmNr MyD4lkRfC2PSB7OHg3N5gPgn18w3uITXbGK Doi7J CH
W
p1
s® -i3Tz
y5 FP=
S 1 FP=
zc II
sxfi II
ns II
4.6 II
N.g
4
s
6 7 a
s to 11 12 13 14 1s
f{`1
'J21�3 \\\
30 it
23
27 2'
AZO
23
22 21 2a 19 1. 17
15v3
3ei -
3a4 -
d'4 - 1 SC, 3i4 c 3%4 c 34 -
3. FP=
1.3
}9g }
3S 12
22-54
1a812
Plate Offset, CK Yl- 15"0 112601d Friend 290-18.0zu two 1A
LOADING (psi) SPACING- 2-0 CST.
GEFL. In
(bc) Vdefl t/0 PLATES
GRIP
TCLL 400 Plate Grip DOL 1 W TC 015
Val(LL) -0 W
20 >959 360 MT20
244/193
TCDL 250 LumOer OOL 1PC BC 043
VMRCT) -014
20 >999 240
BCLL 00 Rep She's Ina NO INS38
Ma(CT) 003
16 ma WS
BCDL 100 Cade IR=VTP12014 MatmS
Weight 3121b
FT=20%E 11%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(8A)
TOP CHORD
Shucluml wootl sheaNing directly applies m6-0-0oc purllns,
BOT CHORD 2x4 SP 1650F 15E or2x4 SP No 1 a w sP SS(8a)
except am morals.
WEBS 2x4 SP No3(flat)
BOTCHORD
Rigid ceiling dimay applied a 6D0 oc Mating_
REACTIONS. (size) 25=0.5$ U6 S
Max G. 25=253MLC B) 16=1251(1C 4)
FORCES. Bid) - Max Comp Was Ten - All forces 250 IS) or less except when shoei
TOP CHORD 1-28� 02 2-YWIKG,3 C1982,45IX198$ S 7895T4, 68=2568M,
B-�U"C 910 984N, 1011�929M,11-12�3T&U, 12-14=20mdU
HOT CHORD 2Y28�569M, 262T= ,2526=1 DeVo 242i-1279/Q 25-24=-11&1840,
P 23-QM248,212,QQ984,2021=03984,19-20=W3984, 1819=0/3S21, 17-18-028&5
16-n=W1230
WEBS 2-281/804125=-124GAE 326=0/740,1416=-i6wN, 525=-196VT 14 17=Wi239,
5S4 J616,12-1=116M.6-24=155M.12-181/r11823=W1086, 11-18=647M,
823=1013M, 11-19= M / eZ 822�11, 1819=245253, 522- 7030, 2-26=90810
NOTES-
1) Fastentmssestogetnertoanasasilgleuntasperaaedamindusby&W.orloadsaretobeevensappl dtoa1Ia
2) un elanred Boor me loads nave been crosAered for this desgn.
3) A8 wilds 3x are 6 MUD unless Showed managed
4)Recommend 2x6 simlgbacks, on edge, spaced al 1" 0 oc and faste alto each imss wM 3-101(0131-X3-)nal5
sholg0a0.s to he 38ached W walls at Men hall mMS, or restrained by other means _���Fr;.�"l
Hanger(s)or Ma tome[nd deke(s) shallcemvidel sufffill to su,mit mncemhated roed(s) 495 lb dram at 024 on top -'�F•, 1
cMN. The do@v/sHMbn a suU cannston device(s) a Me responsialdy ro others_ ASP„ x9 1
6)lnthe LOADCASE(S)s ton, aWsapplledtoN Mf aMetvssamnMedas9nt(F)or Wck(B) i y.• 1y1 I)
LOADCASE(S) slandam � J
1) Unarm Fbors (P (balanced) camber increase=100, Plane Ihrcrease=l 00 /. M ••........................ ANDEZ:
unlfolm VML1plg /MARCOS A. HER..... �
Vert 16-28=-20, 1-15N130 /
C feared Loads IS) /1 11 38 78 .tr2 �
Vert 1=4s6(F) (l'•.. L.._.._e0 .<6.r`_2 e
COR F-12513
November 19,2024
kemnaffi. v nap.mm.trnafin��Tesa. res n aaea.nexnereneaeeP.ae.,.,,re., 3racheUse,
MiTek®
ny traog
�wsw m%vmn> wsce 9ueanbe—ptle�..
u
rysG
ouaily cn amtiwnalmm'.Pinstunl
and acsl BeNma C-p-am sanely lnrmmeden �Ma, rmmve s6oMmlauMogoompmenl path. �Ovw+.' eomm8enaom)
.,s155I'a iG.s—
Jabss �Tmss Type
DNIT-18 S Florc
Builders Firslsanee(CarolT)(), Carrell TX- 5006,
11�3�
1S3
4=fi= 3xfi=
3x4=
I. �
3
4
5
211 19
18
1]
G5=
3x10 M1&WS FP=
15=
h4=
4Rr =
pry Ply
/pg ) R15395612
J.
4 8. 30ss�"62024 MiTeKlfdlistrieS, Ix Mon Nov 18115126 2024 Page1
ID:ryBJas.vokr mNM My04lkR1C2Ps87OHg3NSgPgn18w3uITXbGK Doi7J CH
I aT� op
... -It lfi
143
3x4=
3x4=
4xis FP=
4xfi= 3x0=
6
]
8 9
10 11
22
ifi 15
14 3
15x3 g .4=
46= 4x6=
46=
2-7A S1E 16160
1. 15-1do
18AE
,a .4n `mod
Plate OiNeht(XYl- 604TEdirVE1.01-8111]01�Edue1121 E(XlT11220-id.0-1A1
1. 2-Ad
290
LOADING (1s1) SPFCIRG- 2" C51.
1
GEFL.
In (ka, VdeB t/0 PLATES
GRIP
TCLL 400 Plate Gnp DOL 1W TC 0]9
Ve41(LL)
--i5-i6 >959 360 MT20
220/190
TOOL 250 LumCec DOL 1 W BC 0]8
Ven(CT)
-041 t,JS >545 240 M18AHS
i6Wi62
BOLL 00 Rep Sn"a Ina YES WB 067
Ill
00] 12 Na Na
BCDL 100 Crap,IRC2021RP12014 Mabol
Weld :%IS
FT=20%F, it%E
LUMBER-
BRACIRG-
TOPCHORD 2x4SP1650F15Eoc2x4SPNojcg WSPSS(8A)
TOP CHORE)
Structural wood sheathing pol ly appllM cg4 oc punins,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No2x4SP ce,gal) _.PP
except end veNcels.
12-19. 2x40F 2400F 2 BE or 2x4 SP 2400F 2 OF or 2x4 SP DiBOTCHORD
Rlgld ceiling directly applied or 1" 0 cc 02nrg
WEBS 2x4 SP No 3(8ag
REACTIONS. (.c) 21-05$ 129 S
Max G2v 21=13MC 1). 12=13]5(LC 1)
FORCES. di Ml Carl Ten -Aliflacel gdorkasexceplwlren shmm.
TOPCHORD 23 219IN, 3-0 ,VVD,1=-4582/05E=A592N, 6]=-045&O, 7S 3696q,
&10=223]N
BOTCHORD 2021-G 252, Ul 20�083, 17-08=N4200, 16-1] DMMBl1S16=UM58$ 1415,01424Q
1&14=0-114,12-13-OM307
WEBS 1012=-0846/02-21=481,UN, 1013=011333, 2-2 141]l813=130310,&20=1317N,
8-14 5418=[V840.7-14-10N,4-18=821/0,7-iS-Na63. 417=0O99,
G15�]4/11] 51]�3]N
MOTES-
1) unbalanced foot hee loads hate been consaered rorthis cia,
2) All plates are MT20 plates unless NnerwSe collared
3) Recommend 2v6stmrgbacks, on edge, spa[M at l" D m aM fastened to each Wss vnN 310d (013l' X 3') n
G Strongdas to be afaclxd to walls atNeit other erMs m rest2lned by Nnermean5.
4) CAUTION, Do nth erxl dues backwal
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
kenedge. q �lpnp.�metrman4n��Tesn. Ms nl nnenMnexnaeneaeeP.6e.,.,,m., 3a�nnense
�a
Millens
ro
ny traog
d�9ueance regatix
u
s. .Sa tle�msFlam .goieened
emeu
anJacslarcesComnern5elgtnlmnarm
y1s]ss311110
new
PN
5613
NIT
UBuildwo
FO
-162024
Flrsl3aace(Carta
TX),
Camphor, TX-15006,TYPa
8tiWs Spa' MiTKRM4 ea4ieS, Ix ov Mon N18115127 2024 Pas,
ID:WEJastlVHk =mNr MyD4lkR1C2PSB70Hg3NS9Pgnt8w3uITXbC.K Doi7J CH
TIT
11. 19
irpntrtP6
1. It
t 5zi
193 .6
2
3
5 6 7
2-7A
d
PMIe ORuts (XY1- 130.1A£tlael R00.1A EMeL R40.1-0.0.181
LOADING (pact)
SPACING-
2-0U
CSI.
TELL
400
Pldm Gip DOL
1 W
TC
030
TCDL
250
camber DOL
1 W
DC
o42
BOLL
00
Rep Stru Ina
YES
INS
0Z7
BCDL
100
Code IR=lRP12014
Mardi
LUMBER-
TOPCHORD 2x4SP1650F15E or a4 SP No1w2WSP SS(8A)
BOTCHORD 2x4 SP 1650F t5E N4 SP No 1 m W SP SS(8a1)
WEBS 2x4 SP No 3(0ah
REACTIONS. Ppm) 13-0.5 B--0.`rB
Max G. 13=777(LC 1). 8=T68(LC 1)
7.
12a
FORCES. (Ib)- Max Comp Mlax. Tan -Allfaces, 250 Vid or less except when spread
TOPCHORD 2�10680; 3-0=1434N, 45=143VT S6-1 Small
BOTCHORD 12-13=0i676,1112= 1434,10-11-011434, St0=011 W2, G9-0O06
WEBS 6> 995m, 2-13=97wo 6-9=0364, 212=01573, 59=471N, 312-540.0
OEFL. n
Ik VUefl I70 PiJaES
GRIP
Ved(LL) -00.5
311 >9Y3 360 MT20
244/190
vwr(CT) -0 LW
310 >999 240
Hoa(CT) 0 W
B Na Na
Weight 59lb
Fr=203sE tt%E
BRACING -
TOP CHORD
SNaiddl wand sheaNing directly applies m6-00
oc pudins,
except end veNcels.
BOTCHORD
Rigid telling directly applied m 1 M 0 cc Trading
NOTES-
1) Unbalanced floor We bads have me" considered for this moral
2) AS pbtes are a4 M120 unless otherwise lMscated.
3)Recommend 2,6 stmngbacks, on age, spaced al 1"0 oc add Restated to each buss with 3- Tom (0131-X 3")na85
StrmgbaG to be attached to walls at Neb older ends ce restrained by other means.
4) (AUTION, Do .rot erect huss backwaNs.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
,wA Bw nnnn.�me—p-. nnnexnaee.6ense
D.aTe6nare6 up.. �
.pol
MiTek®
rops-1puuppol,
ny traog
mpod sups"+vmn>
Fin g—I 9ueancei,.p,
n
caw pm ouairy cn amtiwnalmmvhimtwgl
pUp,,nl r.
and acsl Brand component sanely lnrmmo6m �pue rmmve w-tpp pwM Aamu �O�+v eommponenaom)
)
yIn7ssenllunews—
Jab
ITn .�
Dry PIy
R85395616
UNIT-18
F0]
�TvssTYpe
To.,
1
1
bill
ob Reference/gglonal\,
Builders Hmi3wace(Cana N/m
,TX),
CartnOloq TX- 5006,
8. Ws Sw 2024 MiTek M1��91g1 tries, Arc Mon Nw 18115127 2024 P.,'I
IO syBJaoad k r mNM MyU4lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
SmR-=1t Yfi9
I. II
1 2
13 12
Q
]S 71D
2-]S 68S
Plate ORseofXY1 13 Tl8 E&e1 HO 01Jt Eduel [140,18. 14fl
LONGING (psi)
SPACING-
2-0O
CST.
TELL
400
P61e or, OOL
1 W
TC
0P
TOOL
250
Lur OOL
1 W
GC
031
BOLL
00
Rep Stru Ina
YES
WE
025
BCOL
100
Code IR=VTP12014
MatooS
LOMBER-
TOPCHORO 2x4SP1650F15Eora4SPNo1w2WSPSSUaB
BOTCHORO 2x4SP1650F15Eora4SPNo1w2WSPS8(flat)
WEBS 2x4 SP No 3gag
REACTIONS. Pum) 13=Moaanlcel, B-0-58
Max G. 13=742CLC 1). 8=T34(LC 1)
FORCES. (In) - Max Comp Mlax.Ted- AS Porre5250 old or less except when s0ovm_
TOPCHORO 25=937N,3 1319N, 65=1319N, 56--101TN
BOTCHORD 12-13=0rb47,1112=IN131%10-11-011319010=011307, B- ffiT1
WEBS 6> 946r02-13=936N.69=03152-12-0I521 S9-431N. 3-12�680
NOTES-
1)UnbalancedfloorWek dshr beencorLsvleR lortblsde n
2) M pbtes are 3x4 MT20 wkss oNelver, 1rMated.
3)ReRr to gllder(s)(or Wss to tmss mnrxxbons
4) Recommend 2x6 strolgbacia, on edge, spared al 1" 0 oc and listened to each truss u
Sbolgb Wbe allal to walls al Mar outer ends w restrained by other means
5) CARTON, Do mt erect Wss backwards.
5
15x3 ��
3kfi =
a ]
t61-0
29-0
36=
GEFL. In
Doc) VUefl 1/0
PLATES
GRIP
Vcn(LL) -0.
9-tB >999 3UW
MT20
2"190
ver(CT) -0 05
310 >999 240
Hoa(CT) 001
B Ma Na
Weg0t 91b
Fi=20%F, it%E
BFU CIRG-
TOPCHORD
SNxtuml wood sheaNing directly applied w6-0-0
oc pudlns,
except end ver0cels.
BOTCHORO
Rigid ceiling dimay applied w l ad cc bmnrg
3-1US (0131-X W) naes
�I
:R
...........................:....
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
s
MiTek®
nooqoc.ea re ff� man,se.
o tram
c ev om° nm �l
c. t-N
e
.1a7� 11111MneKq=�
Jab Tn « Truss Type
UNIT-18 N/III FF008 Floor
Builders Firslsaaea(Cnno ,Tx), CartaNbn, Tx- 5006,
0.1-0
15zs g 1. II
1 234
12
11.
pry Ply
/g^/ ) R15395611
1J. 8. 30 s Sw 62024 MiTMft' strieS, Ix Mon Nw 181151272024 Page 1
ID:WBJaoUoDk =mNr My84lkR1CiPSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH
3®LL=1Y5]
I. II
4 .4 = 53X4 = 6
11
9 a3r4
15u ll
3.e -
sloe
aso
sfl
z-]b
Plate onsets art— 4o-18 Etlael No o-tA EMeL Nz o-bli-0o-i
LOADING (psi)
SPACING- 21 U
CST.
GEFL. In
Bar Vdefl Ud
PLATES
GRIP
TELL 400
Pate Grip DOL w
TC 03]
VcMLL) -0_
8-9 >959 360
MT20
2"190
TOOL 250
Lumber DOL 1PC
BC 048
Ved(CT) -00]
8-9 >S. 240
BOLL 00
Rep Stru Ina YES
WE 0Z7
WeACT) To
] . Na
BCDL 100
Cade IR=VTP12014
MalrkS
Weight 47Ib
FT=20%F, N%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F1.5E or a4 SpNo1w2WSP SS(0A)
TOP CHORE)
Stro udil wood sheaNing directly applied or6-0-0
oc p pins,
BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 w2x45PSS(0ag
except end vernals.
WEBS a4 SP No 3gdU
BOTCHORD
Rigid ceiling direNy applied or l OO-0 cc ancig
REACTIONS. (.e) ]=058, 11=DS8
Max Grav ]=623BO U) 11Y15(LC D
FORCES. IS) - Max Comp Mlax. Ten -]ill forces 250IS) or less except v.Ten snowrt
TOPCHORD 21 mod. 3-0=910M 45 7M
BOTCHORD 101-0/53 41R 10E8-9=91910,7T-WtE%
WEBS 57=nND.2-11=747AT 58-M33. 2-10=w5600.10=27"
NOTES-
i)UnbWmn dnoorF 4a nacrebeenconveredforthisde n.
2)Recommend25shon WW .onedge,spa a110-0-0ocaWfastenedtoeachtrusswM3-10h(0131"XW)mi1
Strorgbacks to be atlacRV to walls al Mar order ervd w resbalned by order means
3)CAUTION, Do not erect buss oackwards.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
ro ea s wan,se.
Mill
re
a tr.o.
c—lv�om°p�enm-t-N �m��t
do�"I-Folll,MS—.--,
rr..
Jab TnTruss Type
UNIT-18 tl/III FF009 Floc Gix tl
milaers Firslsaaea(Cano ,Tx), Camali Tx- 50061
H 1�3� ti8
15X1 g 1.
L 2h4
12 r�
pry Ply
/g^/ ) R15395611
1 8. W s 51262024 MiTeRM9listr'kS,Ix Mon Nw 181151282024 Page1
ID:WBJaoUVHk ramNr My04lkR1C?PSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH
3®n =1Y5]
1. II
4 L4 = y3Xe = 6
1
9 a.4
15u ll
3Xe -
slue
8So
s1
z-1b
Plate offsets (XY1
o-18 Etlael NO o-tA EMeL Mz o-iS.o-ib1
LOADING (psi)
SPACING- 21 U
C51.
OEFL. n
(bc) Vdefl Ud
PLATES GRIP
TELL 400
Plate Grip DOL 1 w
LC068
Ved(LL) C W
8-9 >959 mm
MT20 2"190
TOOL 250
Lumber BELLGO
BC It.
Ved(CT) -.12
8-9 >848 24.
BOLL 00
Rep Smalls Ina NO
WE 030
Hm-[(CT) 001
7 Na Na
POOL 100
Code IRC2021RP12014
Matchi
Weight 47lb FT=20%E tt%E
LUMBER- BRACING-
TOPCHORD 2z4 SP 165OF i 5E 0r 2x4SP No1w2WSP SS(fiat) TOP CHORD
Structuralsheathingotl sheathing directly applied m6-0-0 pu oc rlins,
BOT CHORD 2xa SP 1650F t5E N4 SP No 1 w 2W SP SS(0at)
except end ommals.
WEBS 2xa SP No 30me*Except BOTCHORD
Rigid ceiling directly applied
or1OO-0 cc b2nrg
1-11,6 7 2x4 SP 1650F 15E or 2w1 SP No t w 2X4 SP SSgat)
REACTIONS. (sze) ]=0.58, 11=D68
Max G2v 7-740(LC B} 11= 17OO 1)
FORCES. (Ib)-Max Com,amac Ten-Allbrce 250(ib)orlessex ptwbensbmm.
TOPCHORD 2�1171ffi. =1171104b=-981/0
BOTCHORD 1Ofl=o/637.910-0/i171,&9=d1171,7S057t
WEBS 5-7=97M 2-11_rDeug 5J 473, 2-io=0�1924E=327MILIC=.976N
NOTES-
1)UnbalancedfloorN badsbarebeenconskleretlbrthr de n
2) Recommend 2x str MWcbs, on Mge, sps all" D-0 arM ter Wtoearly lms wed 3-100 (013l' X
3') na05
S ddabadl On be attached to xmils at Star order ends m restrained by other means.
3) CAUTION, Be mt eretl tmss backwards.
a) Hango(s) wotha connea n drone(s) shall be povlded Impotent to support cBnceM2tetl bed(s) 251 Or down at 4 412 on top
chord. The deslgNsekctlOn of such automation device(s) athe responsiblRy ambers.
5)lnthe LOADCASE(S)secfi0gbasapplledto Metaceot0•x samnWedas"nt(F)orWa(B)
;•
LOAOCASE(S) Sol dard
1) DeadLumber lncrease=100, Plate Increase-1 o0
i
OF.ni X
s (aebabnced)
PSE
4f
ved.7-1= (L lL--13o
qG ((I
Comomm yes Loads pb)
�jA1
y� •: /
Vert a=-218m)
i * ;'
........................... :..../
�MARCOS A. RERNANDEZ%
1...•. 113878 :...
COR F-12513
November 19,2024
kelmon.g nbnp.�metrmaan��Tesn.res nl nnennne.naeneaeeP.fie.,.,,m.racoa—bear,
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ms]ss3nllunewsmn
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R8539561]
UNIT-18
Flo
�TvssType
Ron,
1
1
Job Reference g^/
Builders Firsl3aace(Carta
,TX), Conrad, TX -
5006,
6
8. Ws5 262024 MiTe M9listr'k,Ix Mon Nov 18115128 2024 P.,1
ID:syWaoathl,r mNM My04lkR1C2PSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
1-3a
t t 5# g
2
3 .1 41 s,o
3®n =tY02
8
eddied
eddied
IA M1iR FMrrJ
LOADING (psi) SPACING- z-0U csl.
TELL 400 Plate or, DOL 1 W TC T.
TCDL 250 Ld. DOL 1 W BC 008
BCLL 00 Rep Stru Ina YES WE 007
BCDL 100 Code IRC2021RPI2014 MatorS
LDMBER-
TOPCHORD 2x4SP16501`15E or a4 Sp
N.jor 2x4WSP SS(0A)
BOTCHORD 2x4SP1650F15Eor2x4SPmd aSPSS(flag
WEBS a4 SP No 3(flag
REACIIONs. (size) 8,AMochan d, 5=058
Max G. 3- 88(LC 1L Y288(LC 1)
FORCES. (Ib)-Max Comp Mlax.Ten-]ill force, 250 Ud or less except when shown
WEBS 35 283/0, 2J 283N
NOIES-
1)Unbaancedfloorw loadshave Teenco ere lorthmdesgn.
2) Refer 0 goder(s)Tor Liters W loss mn2c0ans
3) Recommend 2x6 a did,backsd at , on age, space1" 0 oe and fastened! to eachW
Strongbacks to he aOacTa towalls 9Mar outer ends a restrained by other means
GEFL. n
"a" LHlefl Nd
PLAIES
GRIP
Ved(LL) -0 Ed]
>9YJ 360
MT20
2"190
veA(CT) -0 Ed]
>993 240
r0a(CT) 000
5 Ned Na
Werth 24 do
FT=20%F, it%E
BRACIRG-
TOPCHORD
SNx1u21 word sheathing dheclly appiCS a 1116
cc Wdlns,
except end vernals.
BOTCHORD
Rigid ceiling docay applied or l PC cc Trading
3-1BIT IN 131-X 3') nal5
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Arr-,I-o is �wan,se
MiTek®
acre la.Fe
S—.--,
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bill R85395618
UNIT-18 F11 FLOUR GIRDER 1 1
ob Reference/�gg'onaq, Nw Builders Firsl3aace (Carta ,TX), Carrolton, TX- 5886, 8. 3mmN yD4lk Tek Nes, Mon8w3ul115128Doi4 P CW
ID ryDJastlVMk hamNrMSMy041kRIC2PSB]SHg3NS9PgnL8w3uITXbGKWrCDoi]JdzIC"H
2xG II 11 3xfi I� bra . 3.fi 11 zw 11
1 2 9 3I
5®n =1Y03
143 II
11. 11
8
]
fi
3x4 =
_
38S
Aa
Plate ORsets lXYl—
03DFloodE
LOADING (pact)
SPFCING- 21 O
CST.
GEFL. In
(bc) VUefl t/0
PLATES
GRIP
TCLL 400
Plate Grip DOL 1 ar
TO
011
Vert(LL) Ti01
6 >9Y3 Sr.
MT20
244/190
TCOL 250
Lumber OOL 1 P.
016
VEUP:T) -001
6 sic. 24.
POLL
Renrie
HWE a](CT) GOD
5 Na Na
B DIL 100
IRC2021RP120 40
Mardi16
Weght 2811,
FT=20%E ll%E
LUMBER-
BRACING-
TOPCHORD 2x4SP16501`15E 0r 2x4 SpN.joa WSP SSORR
TOP CHORD
Structural Swung s8eaN1ng U1rec11y app11M a MN
oc p pins,
BOTCHORD 2x4SP1650F15EN4SPNoorw SPSS(flag
except end varboul
WEBS 2x4 SP No Shut)
BOTCHORD
Rigid ceiling directly applum a 1 DB0 cc ancbg
REACTION£ POSE) 5,MeErankal, B=Meaanlcal
Max G. 5=608(LC IT 8=519BG 3)
FORCES. (Ib) - Max Comp Was Ten -AllRates 250 Uld or less except when sham_
TOPCHORD 21491/0
BOTCHORD 7SWA91, 67=0/491, 5E=01491
WEBS 3-5 67W. 28-679N
NOTES-
1) Unbalancedfloor Wekedshavebeenconv]ere f.ItMsde .
2) Re@r to glNegs) formuss W buss connections.
3)Recommend 9556agbecks, on edge, spaced at 1"0 m, add banned each to eabuss voth 3-Did (o 131-X3-)offs
Sbmgbad,s To he attached towalls al their order ends a resbalned by BlMr means.
4) Hangtt(s) or order connected demce(s) shall be provided suf cent to suppod mncahirated bad(s)181 It, down at 1-10.d, and 471
Ibdcanat 2S-12cntopchad. Thedesgn/seledlonofwchconnecdondevlce(s)ts NeresponslbllftyaoGec,
5) In the LOAD CASE(S) secbon, ba]s applied t0 Ne face NNe bursae noted as bonf (F) orQ ck (B).
LOAOCASE(S) Standard
1) Dead +FUEL LNe (balanced) Lumber Inuease=100 Plate Imfease=l 00
Undone Loa]s(p8)
Ved 5 20 14
=-130
Concentrated Loads NIB)
Von 3=-422(F)9=-159(B)
ySPS�Of F'rgS. 11
S. Al
MAW A. HERNANDEZ
................................
113878
COR F-12513
November 19,2024
MiTek®
Union Po
R1539
11
NIT 18
2 Ron,
DBuildors Flrsl3aace(Cart F'TX), CartoOlon, TX-15006,TYPa 8tiW s Swr-162024 MiTVdlis1 , Ix Mon Nw 181151292024 P., 51
ID:syBJaoaA kramNr y04lkR1C2PSB70Hg3NS9PgnY8w3uITXbC.K Doi7J CH
aid =
�5 n 1-31 1�i�r 3x4= 415x311
s®la=rmz
9
LOADING ro, SPACING- 2-0U C5,
.
TELL 400 Plate or, DOL 1 W TC 011
TCDL 250 wrnMr DOL 1 W BC OD3
BCLL 00 Rep Sdoss Ina YES WE 007
BCDL 100 Code IRC2021RP12014 Moral
LDMBER-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag
WEBS 2x4 SP No 3gat)
REACTIONS. (size) 5=Me[I¢neai 0=T5
Max G. 5=305(LE IT 8=297(LC 1)
FORCES. To) - Max Comp Wax. Ten -7ill ance5250 Uld or less except wren sTown
WEBS 3S- 1002�301N
NOTES-
i)UnhaaneedfloorWeleadshaveTeenco ere rorthmdesgn.
2) Refer 0 goderts)Tor Liters to loss mn2c0ans
3)Recommend 2xfi sM Jbod", on age, spaced at 1"0 or ends taste tlto each BE
Slmngba0. to he 30acha to walls 9Nero other ends a de Amon th by oem r eans
E) CAUTION, Do rat erect Wss hack UBS
15x3 11
6 5
3x4 =
431
4 3o
GEFL. n
"a" lMefl "d
PIATES
GRIP
Ved(LL) -0 Ed
7 >9Yl 360
MT20
2"190
VEU(CT) ,U
7 >993 240
Hm(CT) T00
5 War Na
Weg10: 2711,
FT=20%F, it%E
BRACIRG-
TOPCHORD
SNx1u21 wmd sheathing directly appiCS dv4 Cac
pudlns,
except end vernal
BOTCHORD
Rigid ceiling dlreay applied or 1 PC cc Trading
3-100 IN 131-X 3") nai5
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
now PlY
10
UNIT
Builtlers iSaace Un(Cart F20TX), Carnation, TX-15006,Ty 8tiWs Sol' -162024 MU`Vdlis1 , Ix Door Mon N181151292024 Pas, 5620
ID:syBJaWWk a mNr MyD4lkR1C2PSB7OHg3NS9Pgnt8w3uITXbGK Doi7J CH
0.1-8
H
t 352
143 II 4x5 = 1 ca II
3zfi= 5xfi= 46= 3x4= .= 1SxI .4= L4= 3xfi FP- Si art=
1 2 3 4 5 6 7 8 9 10 11 12
4rfi= 5vb= 4x5=3xt0 MI.. FP= 1.3 3x4= as, 4x5= S6 4L=
bb SP=
3.4 -
IST 1" i 1. 13-1.
i
i 1s" 1e2-0 2 1-0
• z-od z6a 2TT sb-o
2RO 1. 2-1.
Plate OflseofXYI- 15TATEdl r13E,k H111]&1-0ECoel 124&1-07 1250-1d13141
LOADING also
S-CING- 2"C51.
OEFL. In
(bc] VUefl t/0
PLATEB GRIP
TCLL 600
Plate Grip DOL 1 DOTC
0]9
Ved(LL) -031
P >BIX4 360
MT20 220N93
TOOL 250
LumCec TOIL 1 TO
BC 0%
vcrduT -058
i6P >425 240
1
Mi8AH5 169/62
El 00
Rep Stru Ina YES
WE 0A
Hoa(CT) 011
13 Na Na
DCOL 100
Code IR=VTP12014
Mabdi
Weight 112IS FIT E =20%tt%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 1650F 15E oc2xd SP No1 w2W SP 5S01 1 TOP CHORD
Structural wootl 50eaNIng Ulredly al o142b oc putllns,
BOTCHORD 2x4SP1650Ft5E oc 2x4SP No1 or 2W SP SS(flal)'Ex[epY
except end veNcels.
11202W OF 240OF 2 BE or 2x4 SP 2400F 2 OF a 2x4 SP D55(flat) BOTCHORD
Rigid telling directly applied! or 1" Doc Draping. Except.
WEBS 2x4 SP No 3(IMg
2-2-0oc Mace g.19-21.
REACTIONS. (sae) 23-0.5 1395d
Max G2v 23=1542(LC 1). 13=1542(LC 1)
FORCES. (to) -Max CompaBax Ten -Aliflonal Doorlessexcedwhen ohnown
TOPCHORD 2�255(V(E 1710N 1-YR O05E=5]80N, 67=-578000,75539M,
&10=631", 1GA t=-2556U
BOT CHORD 22-23-M472, 2122,Q3588, 19-21=N699], 18-12N5]8D 1718=0,5780, 16-II-03I22,
1S16 rp5gra 14-15-W3586, 13-1&tN1473
WEBS 11-13=-208C/02-2120]9/011-14-OV16102-22=Ctl611, 10T14 153100,
3-22=15390, 1015=011082. 321=(V1083, &I5=1024N, 4-21=101 V0, 8-16=0/590,
4-T9 Gm1, 7-16- SMUT 5 1- 7960 ]-1]=249(469, S18=-1171257
NOTES-
1) Unbalanced Bocalive loatls lave han consMma rartlns aesgn
2) All plates are MT20 plates unless cNcal in flared
3) The Fabrication Tole2nce a1)onrt 20 =11%
4) Recommend 2x5 shopiks, on age, space0 a11" 0 oc and fasten V to each Buss wth 3-100 IN 131° X
3') nal5
Strolgbadsto be atlachato walls 9 Ncti order ends or restrain by other means
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jab Tn .�Toss Type
UNIT-18 N/III FF221 To.,
Builders Fimisanee(Ceno ,Tx), CamoBoTx n, - 5006,
IT'S
HH}r�
pry Ply
) R15395621
2 8.Ws 51262024 MiTeRM9li/g^/ str'kS, Ix Mon Nw 181151302024 Pagel
ID:syBJao VHk mmNr MyD4lkR1C2PSB7OHg3NSgPgn18w3uITXbGN Doi7J CW
i8. 6 8
s =c469
1 sx] II
m5=
3x6=
1Sx3 II
4.=
6x5= ce EP=
ISo II
1 2
] 4
5 fi
7 8
9 10 11
12
13
1
]8
29 28 2r
26
25 24.
22
21
20 19
3x6=
15o
4z5= 3xfi a=
45=
.1=
15x]
Cvb
25-0 i30 1.12 13-1d
d
2-9-0 20 12-12 2-T-8
PMIe Ofisets(XY1 018 E6x1 ITS TlC Eller 12101d Edael 126-&1b Edue
15 a 211. 2111-0
2-7. S&d0 4 2
1310-1d➢-1d11320-lC TTTI
2&&0�
2-9-0
LOADING (psg SPACING- 21 U C51.
GEFL.
In gal Vde. -d PLAIES
GRIP
TELL 400 P6te Grip DOL 1 W TC 06!
l(L
VaL)
-01119-20 >9Y3 360 MUD24N193
TCDL 250 Lumber DOL 1 TOBC .
ved(CT)
-020 1420 >817 240
BCLL 00 Rep SoCe Ina YES WB 047
HGOCT)
004 17 Na Na
BCDL 100 Code IR=VTP12014 Ma1mS
Weight 14410
FT=20%E N%E
LUMBER-
BRACING-
TOPCHORD 2x4SP16501`15E or 2x4 SpNo1w2WSP SS(0A)
TOP CHORD
Structu21 wood sOeaNng dhecVy appllM a 6
oc purins,
BOTCHORD 2x4SP1650F15E.=SPNo1 awsPSS(flag
except ell vaficels.
WEBS 2x4 SP No3(flit)
BOTCHORD
Rlgld ceiling dlreNy applied or I"Tcc arrig,
Except.
GoT oc 0recirg. 23-25,22-23
2-24). Ciacng: 2&21.
REACIIONS. (sae) 30=053, 179. .23b-38
Mav G2v 30=8]0(LC 10). 1] 913(LC 4), 23- 222(LC 1)
FORCES. (10)-Max Corry Mfi Ten - All forcer 250 p0) or o,a except wlren sM1own.
TOP CHORD 2�12950, 3-0=183410 4b-1815N, S-1815N, ll7- 77M.7SN1240
8-9=N124o, 9-11=A15N,11-12=-1956N, 12-13=19WD. 13-14 196w.
14-15- 43 `
BOTCHORD 29 01804, 2&22WP41, 27-28=0118152E-27=0%8152526-0/1381,
23-25=a4Ni69 22-2Y 2381178. 21-22=d1454 2&21=0/1956, 19-20=011956,
1&19ti/1M. 17-18,0M38
WEBS 2 W-1133N, 7-23=143AD, 229-0931, 7-25-OM7, 3-29=66M. 6-25=-967N,
6-261/81526=323N, 16-17=118Vo 423- TP710, 1518=0080, 9-22=0o)85,
1418=71&0,11-22=-999N, 11-21,TB69, 12-21�8613
NOIES-
1)OnBalmadfloorNeleadsHaveOeenco ered1rr10isde n
2) A9 pates are 3x4 MT20 unless olOerwLse 1Mrated.
3)Re[ommend 2,Sstrom]be[ks, on edge, spacN al 10C 0 oc all taste edto eacfl truss will3-10d A)131"X 3")rcel5.
StrorgOa[ITW 0e alla[led to walls al Men rotor ends a re ftnuicd 0y oNer means
4) CAUTION, Dr not erect Wss onl, w rd .
VV :R
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
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UBuildors Flrsl3aace(Cart FZ TX), Carnal TX-13006,T� 8tiWs Sw'-162024 MiTVdlisI , Ix Mon Nw 181151302024 P.,'622
ID:ryBJao hUk =mNr My04lkR1C2Ps870Hg3NSgPgnl8w3uITXbC.K Doi7J CW
1g0 3w1 11{-2�
1 3xG 2 3 b4 = < 3x<
5®n =tY02
ITV fsa 11 6 f5x3 II
3x6 - bfi -
C B
8
0.4Ar R 0.1A Edue1, 130.1A Efcel
LOADING (psi) SPACING- 2-0U C51.
OEFL. In
(bc) LHlefl "d PLATES
GRIP
TCLL 400 P6te or, DOL 1 W TC 01S
Ved(LL) T
] >9Y3 360 MT20
2"190
TCDL 250 Wonder DOL 1 W BC 010
ved(CT) ,U
] >993 240
BCLL 00 Rep StressIna NO WE 008
HoG(CT) 0.00
5 ad Na
BCDL 100 Code IRC2021RP12014 Matru:S
Weight 3011,
FT=20%E 11%E
LUMBER-
BRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 w 2W SP SS(flA)
TOP CHORE
Structural wood sbeaNing directly applies or45-8
oc pudlns,
BOTCHORD 2x4SP1650Ft5Em2x! SP N, w2W SP SS(fla1)
except end vernal
WEBS 2x4 SP 1650F f 5E or2x4 SP No l a W SP SS(fla1)'Exr¢pP
BOT CHORD
Rigid ceiling directly applied or 1DO-0 cc Trading
35.2-8.2-7,36.2x4 SP No 3(dat)
REACTIONS. (s c) 8=0.3T, 5=MCUanlcel
Max G2v "16(LC B) 5=316(LC 1)
FORCES. (ib)- Max Conr,Max Ten. -All forces 250(ib) or kss except Wren sbmm.
WEBS 35 2710,2E=327M
NOTES-
1) Untralancod floor Sre bads have been considered for this design.
2)Reter to glyderts) for wssto=s monease s.
3) Recommend 2x5 strom]Lrecks, on edge, spaced at 1Go 0 oc and fastened to each truss
wth 3-1Gal (0131"X
3") calls
Strongbacks to be attacRV to wails al their order ends or restrained by order means
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
,WA 6 v nb o.�m.trnabn��Tesn. res n nnen.nexnaene.eeP.be.,.,,re., ,a�Rnense.
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)
yts]ss1nll.,Tk.s—
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DNIT-18 QAN Fm2Florc
Builders Fimisnurte(Can ,TX), CaooOlon, TX- 5006,
618
H �—�
pry Ply
/pg ) R85395623
J.
4 B.30sSW"62o24 MiTeKlfdlistrieS,Ix Mon Noe 181151382024 Pa9e1
ID:syBJaWWkr mNM MyD4lkR1C?NB7OHg3NS9Pgn18w3uITXbGK Doi7J CW
1� 2�
s®la=laoz
1 sxi II
3x6= DS t5u II
1 2 3 4 5
V
5
0 19 18 11
bb= 45=3x10 Ml.. OF
3ca 31fi FP= 4.-
7 8 9 10
11 15 14 a 12
14311 bfi= .1= 4xfi=
25-0
I.1650
12-11-0
15do
25-0
2-60
5-2-0
2E-0
2E-0
Plate Ofise6(X Yl-
f6TT81AeCI N2EOce0.t-81 1170.1-0ECuel 1220.1-00.tA(
LOADING gel)
SPACING-
2"
C51.
GEFL.
In (be)
VUefl
t/0
TCLL 400
PER, Grip DOL
1W
TC
064
Van(LL)
-0t9 i5-06
>999
360
TOOL 250
Lumber DOL
t W
BC
064
VeA(CT)
-035 t5-06
>6t9
240
BCLL 00
RepIna
YES
WE
064
Horz(CT)
007 12
rod,
Na
BCDL 100 Col IRC2021RP12014 Mardi
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP Not or W SP SS(aA) TOP CHORE)
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP Not a 2x4 SP S,dal)_.Pr
12-19. 2x4 BF 24DOF 2 BE or 2x4 SP 2400F 2 OF w 2x4 SP OSS(aat) BOTCHORD
WEBS 2x4 SP No 3(aag
REACTIONS. (s e) 21-0. , 12=Mechanual
Max Grin, 21=1336(LC 1). 12-1344(LC 1)
FORCES. pd-Max Com,umax Teo-Allbrces250 BporlessexcedWan sM1own.
TOPCHORB 23 2167N, 3-0=3535D, 1- CMNOOS -= MWT, 6-7-424110, 7S 355110
SAG-216M
BOTCHORD 21T21=0/128fi,18-20,4Y3009,1718=01403%16-17=W4343, 1S16-0(3 3,14l5=014D53,
13-14=0"Sfht, 12-13=0/1269
WEBS 10.12=-179M02-21-17ald, IDA3,111329, 2-20 133%8-13=125110, 3-2D=125WN
8-14 12. E-18=N1ai. 7-14=754ro, 4-19=749r), 7-1S-N407, 4n=03G3,
'I5 gw125
1820
2oT
PLATER
GRIP
MT20
220/190
HS MISA
16Wi62
World 99IS
FT=20%F, 11%E
SNxlu21w d sheaNing directly applied a S 12 oc Wrins,
except end veNcels.
Rigid telling direay applied or 1Th 0 cc Trading
NOTES-
1)OnoalancedBoorlieloadsI Teenconskleredlortlnsdesgn.
2) All plates areMT20 plats unless oN Ge indicted_
3) All plates are 3x4 MT20 unless oNervnre rndkated_
4) Roder to glydegs) for Wss to Wss cone cre,
5)Recommend 2s5 strorgLrecks, on edge, spaced at Tho0 oc and fastened to each Buss w 31W(0131"X Y)tall.
Shrd,Wcks to he aBacRV to walls at Men oWer ends or daAconed by other means
6) CAUTION, Do not cued Buss backwards.
MANGOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
ken �dnn.�metrmanan��Tesn. Ms nl ennen.nexnerene.eeP. e.,.,,m., 3a nnense.
MiTek®
ny trans
9ueance rega title �x
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.Sa cod,ony cn am tiwna..imcngl400
weu nsFl
aneacslanwne Cumpon,MSorhInforno6m m�m¢tle fiom Ye seoearaieumoig component pamu eumpuxw eomm�enaomt
yIr]sslnll.neITa—
Jab « �To.,
UNIT-18 4 Florc
Builders Fimisaxee(CarlTX), CaoaNbn, TX - 5006,
613
H
S)o II
yy = 2
12
3xTi=
So
90
Plate ORsoo fXY1 13 018E eel Ito 0-tA EMeL 140-1� 0-141
pry Ply
ppgg )) R1539562<
2 8. 35ssor"6J.2024 MiTek�Ifdlis1 , Ix Mon Nov 181151312024 Pagel
ID BJwoaW,k r mNM My04lkR1C2Ps87OHg3NSgPgn18w3uITXbC.K Doi7J CH
H tSa
s®tr=rriz
LOADING (pact)
SPACING-
2-0U
CST.
TELL
400
P6te or, OOL
1 doTC
031
TCDL
250
La. D.L
1 PC
PC
039
BOLL
00
Rep Stru Ina
YES
INS
26
BCDL
100
Code IRC2 l
P12014
Mardi
LOMBER-
TOPCHORD 2x4SP16501`15E or a4 Sp
No1w2WSP SS(0A)
BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 m W SP SS(0al)
WEBS a4 SP No3(flat)
REACTIONS. Pum) 13-0.5 B--058
Max G. 13=]64(IL 1).8=W2(LC 1)
u
7ge
5TS
FORCES. (In)- Max Comp Mlax. Ted - All forces 250 Vid or less except wlren shown
TOP CHORD 24=1OT M; 3 1422M, 4 5=1 42M56 075M
BOTCHORD 12-13=0rb98,1112=1M42210-11-011422, S10-011389, 639001
WEBS 64 99210, 2-13 Whe(), 69=0e%. 2-12=0f553 59-46710, 3A2-509M
3xd =
1668
2a.
OEFL. in (bc) Vdefl Do P-MS GRIP
Vcn(LL) -0 04 3ID >9Y3 360 MT20 244/190
Vert(CT) -0 07 3 0 >999 240
HmACT) 002 8 Na Na
Weird Go do FT=20%E11%E
BRACIRG-
TOPCHORD Stoauml wand sheathing directly applied w644 oc purllns,
except end moral
BOTCHORD Rigid ceiling directly applledw 1OO-0 cc hmnrg
NOTES-
1) Unbalanced floor We bads have been considered for this medal
2) AS pales are a4 MT20 unless othervnse IMicated.
3) Recommend 95 shongbacks, on age, spaced al 1" 0 oc add Restated to each buss who 3-106 (0131-X 3") na85
SftcabaG to be attached to walls at NeB older ends m restrain by other means.
4)CAUTION, Do mat erect huss backwards.
MANGOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
kemooffi.v nnno.�metrman4n��Tesnares nacenonnnexnaeneaeeP.e.,.,,m.,�m3a�nnense.
.ens
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adaCSIBesonnCmp—aiasamlyinfinenn mm¢tle fiomM snoMrelauMoig compond,ocient pamu �O�+v eomm�enaom)
y1s]ss35]llunekUsmn
Jab ITn« �Tmss Type
UNIT-18 N/III FF225 Flom
BUllaers Firslsaaea(Ceoo ,TX), CartOBon, TX- 5886,
pt-a
H 1q HA
.4=
1+5 II
10 I
3vb =
62A
r2 a
P
R85395625
9 1
ob Reference 'o
8. 3mmN yD4lk Tek 7GHq Mon Nov1011i Doi4 P CW
ID:ryBJastIVMk �mmNrMSMy041kRICy3B]OHg3NS9Pgn18w3uITXbGKWrCOoi]JIZIC'H
315x3 11 4.4 = 5 a 11
A4 =
]
9.s =
Sala: Y=P
Plate Ofisets(XYI
20ATE6xl UTIAEUceI. FNTATGA5I
LOADING (psi)
SPFCING- 2-0O1
CST.
OEFL. In
(bc) VUefl t/0
PLATES GRIP
TELL 400
P'le or, DOL EdTC
036
Van(LL) 0_
S, >959 360
MT20 244/190
TCOL 250
LumCx OOL 1 W
BC 032
VeA(CT) -006
S, >S. 240
BOLL 00
R¢p Stru Ind YES
WB 015
Hoa(CT) 000
6 do on
BCOL 100
CCUe IRC202iRP12014
'Scot
Weight 37Ib FT=20%F, II%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650FL5E o/ 2x4 SpNo1w2WSP SSORD
TOP CHORD
Strotudil wood shearing UlreM applied o/6-0-0ocp pins,
BOTCHORD 2x4 SP 1650F 15E o/2x4 SP No 1 a 2W SP SS(flat)
except end veNcels.
WEBS 2x4 SP No 3(fle)
BOTCHORD
Rigid ceiling OlreNy applial or 1 M 0 cc brzcTg
REACTIONS. (size) 9=0.5$ 6=D3-8
Max G. 9=439(LC IT 6=447(LC 1)
FORCES. (In - Max CompWax .Ten -]ildroe5250(r) or less except when dimm_
TOP CHORD 214Y 0.3-0 "64)
BOTCHORD 8? W446, 7S0/446, 67-0KM7
WEBS 4E-19110, 2-9-61610
NOTES-
1) Unbalancedfloor Wekradshave C¢enconvere toolsde n.
2)Recommend2x stro tacks,onedge,spacedalt0-0-0ocaWfwte tltoeachhusswlr3-100(0131'XW)mil
Strmgbac-to be Started! to walls at Mar order ends or restaned by after meam
3) CAUTION, Do not cvM tmss backwards.
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Mill
onion
PN
5626
NIT 18
DBuildors
6
FZ
Door
Flrsl3aace(Cana
TX),
Carrolhon, TX-15006,TYPa
8tiMs Sw'-16202iT1lAk4strieS 4 Me, Ix Mon Nw 181151312024 Pap
ID:WBJaoUofhk
=mNr My04lkR1C?NB70Hg3NS9Pgnl8w3uITXbC.K Doi7J CH
0.1-0
3®n =1YST
15X1 g
i5xt
1
23t6 3
I.4I=
Shd= 6h6
12
hfi - 3xfi -
i9-0
880
iso
z-s-o
Plate offsets (XY1— 4(T18 Etlael NO o-tA EMeL Nz o-i-0o-ibl
LOADING (psi) SPACING- 2-0U CSI.
OEFL. In
(bc) VUefl t/0 PLATES
GRIP
TELL 400 P6te Grip DOL 1w TC 034
Vcn(LL) -0Cin
8-9 SE SS. MT20
244/190
TCOL 250 Lumber OOL 1 W BC .47
VeA(CT) -00]
0-9 >S. 24.
BOLL 00 Rep Stru Ina YES WB 026
H.ACT) 001
2 . Na
BCOL 100 Eddie IRC2 l P12014 MalrkS
WcUM 49lb
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E 0r 2x4 SpNo1w2WSP SSOMB
TOP CHORE)
Shucludilw dsheaNing UlreM applied a 6-0-0
oc Solids,
BOTCHORD 2x4SP1650F15EN4SPN01 aw SPSS(0a1)
except end veNcels.
WEBS 2x4 SP No 3(0a1)
BOTCHORD
Rigid telling OlreNy applle0 or 1 TO cc b2nrg
REACTIONS. (.e) 1Y-0.58, T=DSB
Max GdW 11=6llUC O, 7Y19(LC l)
FORCES. (In)- Max Comp Mlax. Ten - /ill forces 250 Did) or less except wlren sb0vm_
TOP CHORD 2�896r0, 3-0-898N, 45 7WO
BOTCHORD 10fl-0/527, 4l RNS9N8-9,(/09B, 7A-0/563
WEBS ST=T D.2-11=14110, 58-Ge152-10=w554010=z63N
NOTES-
1 ) UnbWmn dflwrFre4a65baaebeenconvere forthisde n
2)Recommen025strm Wbe .onege,spa a110-0-0BcaWlasten t0eachtrusswed3-100(0131"XW)miI
Strorgbacks to be aVacRV to walls al Mar order rry s a reshalnM by BNer means
3) CAUTION, Do not erM truss backwards.
VV �I :R
......
MARCOS A. HERNANDEZ
..........................
113878 -*—
COR F-12513
November 19,2024
,wA fiv nyno.�metrmanfin��Tesn.res n nan.nexnaene.eeP.fie.,.,,m., ,aRnense.
�arono
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yts ]ss35]lluReYAsmn
Jab Tn .� �Tvss Type
UNIT-18 tl/III FF22] FLGOR GIRDER
Mumps Brslsanee(Ceno ,TX), Camotaon, TX- s806,
0.1-8
H 11�3� 1L9
.a 11 fi8= .6 11
t 2 3
12
4
SbS
SBS
Plate Offsets (XYl- 130STEAMA ft00.1A EMeI.U20.1�.OJlSI
LOADING (psi) SPACING- 2" CSI. GE
TELL 400 Plate Grip DOL 1 DO TC 0 ]0 Verc
TCDL 2s0 camber DOL 100 PC 08] verc
POLL 00 Rep Stru Ina NO WG O1. Ric
BCDL 100 COOL IR=lUTP12014 Miami
pry Ply
/g^/ ) R85395621
1 8. WsS 1262024 MiTeRM9listr'kS, Ix Mon Nw 18115132 2024 Page1
ID:WBJaoISdHk =mNr MyD4lkR1C2PSB70Hg3NS9Pgn18w3oITXbC.K Doi7J CH
...-1Y5]
FL. In
gal Scott Lad
PLATES GRIP
(LL) T 06
8-9 >999 360
MT20 2"190
(CT) -010
8-9 >955 240
CT) 0.02
] Na wS
Weight W lb FT=20%E 11%E
LUMBER- BRACIRG-
TOPCHORD 2x4SP1650F15E or 2x4 SP No1w2WSP SSORD TOP CHORD
Shucturalw dsbeaNing Ulreclly
applies w6-0-0 oc purilns,
BOTCHORD 2x4SP1650F15EN4SPNd wzx4SPS8(flal)
except end veNcels.
WEBS zx4 SP No3(flat) BOTCHORD
RIgiO ceiling 0lreNy applum
or 10O-0 cc bmcTg
REACnoxS. (sze) 11--0.5$ ] B
MaxG. 11=1040OO B 7=10B9(LCi)
FORCES. NO) - Max Comp Was Ten - All forces 250 Uld or less except v.Ten sbuvm_
TOPCHORD 212090o%3-0=2090N, 45= (YGY0
BOTCHORD 10. 1-OncM, 410,00090, 8-9-0 ON),78=0tli43
WEBS 5 ] 1581,0. 2-11=1302M. 5SOO94 210=011668, 4-8- &T 310=98iN
NOTES-
1)UnbalancedfloorF 4adshavebeenconver lortblsde n.
2)Recommend2x strom]Wa .onedge,spa allO-0Do aWfwtetltoeachtwssw 3-10d(0131'XW)miIs
S on,b orss to be allacRV to walls at their outer ends w reordir ed by other meals
3) CAUTION, Do act erect Russ backwaNs.
4) Tandems) or other connected demce(s) shall be Pounces! suRBerd W supporc countermand bads) 9401b down at 4-5-0 on tap
chord. The desgNSHeclun oRsuch connection devlce(s) Is Me dop,nsldlRy a mb s.
5)Inthe LOADCASE(S)secbon,ba]sappledtoMe%a NID bussarendesasfront(F)orQck(B).
'
LCMUDIM SE(S) Standard
1) Dead +Fluor Ton, (balanash Lumber lnaease=100 Pace lmfease=100
\�
Undorn Loads buff,
OF. '%,
veK ]-11=z0. iL=-13o
11
PS ...
9S
Concentrated Loads Ohl
:G �!
Von 4- SCRIPT
............................:...... .
ERNANDEZI%
��1...M................
.COS
.AR
113878 :...
COR F-12513
November 19,2024
kenoduffi. damli use,
�aro
MiTek®
ny
9ueabe—lJtle��
dww
u
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yIs]ss1nllunews—
Jab
Tn «
now a
PIy
I2
R85395628
DNIT-18
F28
Ron,
Florc
2
1
Job Reference g^/
Builders Flrsl3aace (Carta N/m
,TX),
CartoOloq TX-5806,
6
8. 35s5 262824 Mire M9listr'k,Ix Mon Nov 181151322024 Pa9e1
IS ryWastNHk mmNr MyD4lkRICiPsB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
�r
1 34II
2 3 a4- 4 3o II
3®la=r102
LOADING (psi) SPACING- 2-0U CST.
TELL 400 Plate or, DOL 1 EdTC 012
TCDL 250 wmOer DOL 1 PC PC
OD]
BCLL 00 Rep Stru Ina YES WE 006
BCDL 100 Code IRC2021RPI2014 Malydi
LDMBER-
TOPCHORD 2,,4 SP 165OF 1.5E or 2x4 SP N.jor 2WWSP SS(0A)
BOTCHORD 2x4SP1650F15Eor2x4SPmd aSPSS(flag
WEBS 2x4 SP No 3gat)
REACTIONS. (sae) 8,=Mec1¢nea1, 5-T5
Max G. 8275BO IT 5- 5(LC 1)
FORCES. Vd-Max Compadax.Ten-/ill forces 250(10) or less except when shown
WEBS 35 26410, 2�264N
NOTES-
1)Onhaancedfloorw loadshavebeenco ere rorthmdesgn.
2) Refer 0 goder(s) Tor Liters to loss mmecOms
3) Recommend 2x6 a did,hacks, on age, spaced at 1"0 oe and fastened! to eachW
a toS on,backs to he a0achwalls 9Mar outer ends a restrained by other means
6
DEFL. n
(bc) VUefl T d
PLATES
GRIP
Ved(LL) C Ed]
_SL 360
MT20
2"190
veA(CT) -0 .
] >S. 240
Hm(CT) 000
5 Ned Na
Weg10: 28 do
FT=20%F, 11%E
BRACING-
TOPCHORD
SNx1u21 word sheathing dheclly appiCS a 111-0
oc Wdlns,
except end vernals.
BOTCHORD
Rigid ceiling docay applied or 1 PC cc Trading
3-100 IN 131-X 3')nal5
YR .
liV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Union PIN
NIT 18
9 Ron,
OBuildrors Frsl3aace(Cart FZ TX), Cartoon, TX-15006,Ty 8tiWs Sw'-162024 MiTVdlistrieS, Ix Mon Nw 181151322024 pap1629
ID BjaoUVTk r mNM My04lkR1CiPSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
I�
1 3x4 II 2 3 3x4= a 3x4 II
3®n =1Yo3
311 1no11
] 6
.
3
LOADING (psi) SPACING- 2— CM
TELL 400 P61e or, DOL 1 Ed
TC .12
TCDL 250 Th. OOL 1 W BC OD]
BCLL 00 Rep SUE Ina YES WE 0he
BCDL 100 Code IRC2021RPI2014 MA,,,S
LDMBER-
TOPCHORD 2x4 SP 165OF 1.5E 0r 2x4 SP No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNo1 cow SPSS(fla1)
WEBS 2x4 SP No3(flat)
REACTIONS. (sae) 8=63$5=M6TaNceI
Max G. 3264(LC IT 5264(LC 1)
FORCES. IS) - Max Comp Mlax. Ton -]ill forces 250 (10) or less except wlren Stowe_
NOTES-
171lnoalanced floor Ilve badre s Naee On considered Rif this dial
2) Refer to gnder(s) for truss to BUSS cnnpadds
3) Recommend 2SE stmogOacks, on edge, spocc4 at 1" 0 a and hastened t0 each BE
S°ooghaG to the allotted to walk at Heir order ends or rest2lned by older means.
9d
3.4
CEFL. n
(bc) Vtlefl Ud
PIATEB
GRIP
Ved(Ly -0go
] >9Y3 360
MT20
2"190
veA(CT) -0 W
] >993 24.
Hm(CT) 000
5 Na No
Weight 2811,
FT=20%F, 11%E
BRACIRG-
TOPCHORD
SNx1u21 wood SheaN1ng directly applied a l94
oc pudlns,
except end verbal
BOTCHORD
Rigid ceiling directly applieda 1OO-0 cc 02nrg
&10d (0131-X 3') o2M1s
�I
:R
...........................:....
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss
Dry
PIy
R85395630
UNIT-18
F31
�TvssType
Floc Gitlx
1
1
Job Reference g^/
Builders Firsl3aace(Carta
,TX),
Corral TX - 5006,
6
8. Ws5 262024 MiTe M9listr'k,Ix Mon Nav 18115133 2024 P.,1
IO WBJaWodV kramNr My04lkR1C2PSB7OHg3NS9Pgn1 3uITXbGK Doi7J CH
1g0 3w1
1{-2�
1 3xG
2
3 b4 = 9 < 3xt
...-I M2
1m II
3x6 -
d38
438
t 5l3 II
6 5
LOADING(psi)
SPACING- 2-0U
C51.
OEFL. In (bc) lMefl Td
PLAIES GRIP
TELL 400
P6te onp DOL 1 ED
TC .21
Ved(Ly T an 6 >9YJ 360
MT20 244/190
TOOL 250
Lumber OOL 1 GO
BC 011
Ved(CT) -0m 6 >993 24.
BOLL 00
Rep Stru Ina NO
WE 012
Too(CT)TOO 5 rVa Na
POOL 100
Code IRC2021RP12014
MabouS
Weight 301b FT=20%F, N%E
LUMBER- GRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(0A) TOP CHORD S4rctmal wood sneafth, directly
applied or45-B oc purllns,
BOTCHORD 2x4SP1650F15Em2x! SP No1 or 2W SP SS(M. except end vernals.
WEBS 2x4 SP 1650F 15E or2x4 SP No 1 a W SP SS(0a1)'Exr¢pP BOT CHORD Rigid ceiling dlreNy applied
or 1OO-0 cc 02nrg
35.2-8.2-7,36. 2x4 SP No 3(0at)
REACTIONS. (s¢e) 8=038, 5=Me hanlcel
Max Gran, 84.5(LC 1L T 1(1W(LC 1)
FORCES. (IN) -Max Con,amax Teo -All faces 250 Old or less except wirer snmm.
TOP CHORD 45 664N, 23- %9M
BOTCHORD 7SOev% 6-I=0(J69, 5b=0/369
WEBS 35---511M. 2-8=-511M
NOTES-
1 ) Untralancedfloor Webadsrarebeenconskl frtnlsdesign
2) RdmT f glyder(s) fr Wss f tmss mnnecficm,
3) Recommend 2x6 sborgbacks, on edge, spared a11" 0 do, and Reached to each Loss who 3-Mot (0131' X W) nal6 .
Or b
Strorgleces e aOached 0 walls aliM oNeT errQs w restrained by cater means
rg 4) Haa(s) a other connection devlce(s) shall be povlded sut0cent to su spod concentrated bed(s)1931b down at 1-0-0, and!204
Or Saidal 344 do trip and. The d¢gn/sekcVm of sum cormalbn corbels) b Me responsNOlty orotheds
ir 5) In e LOAD CASE(S) serban, bars applied Coate face of the boss are rated as tent (F) or Lock (B)
LOAD CASE(S) Slandad
1)Oead+Floor tm(balanced)Lumber mcrease=100 ISam Increase-1 o0
OF L\\
TF'I \I
Undoml Loads Ugh
Vert 5J 2D 14=-130
.......
yS:' • •Of 11
Cmrcenbated ltuds pq
I
Ved 4=-5522--10. m9,-146m)
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
��ro��ea is wan,se
MiTek®
acre tr.m
c ee-ssenm-t-r �m��t
a.
Jabvss
Dry PIy
R85395631
UNIT-18
FB20
�TvssType
FLOUR
10
1
Job Reference g^/
Builders Hrsl3aace(Carta
,TX),
Ca sg1-,TX- 5006,
6
8. Wa� 262024 MiTe M9listr'k,Ix Mon Nw 18115133 2024 Pagel
ID:syWaatlVHkr mNM My04lkR1C2PSB7OHg3NSgPgn18w3uITXbC.K DoiTJI CH
5®@=1Y16
3 ur3 II 4.4- 6a4II
T fi
LOADING (ps1)
SPACING- 2-0U
CSI.
GEFL. In
pact LHlefl Wd
PLATES
GRIP
TELL 60.0
PISIe Gnp DOL 1 UpTC
044
Ved(LL) T od
S , >9YJ 360
MT20
2"190
TCOL 30.0
Lu—OOL 100
BC
BAB
veA(CT) -00,
S, >933 24.
BCLL 00
Rep Stru Ina YES
WE
021
Hm(CT) 001
6 Na WS
BCOL 100
Code IRC2021RP12014
Madras
Weird 341b
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F1.5E od a4 SpNo 1 or2W SP SSORB
TOP CHORD
ShucWral wootl shearing Ulreclly applied od6-0-0ocp
pins,
BOTCHORD 2x4 SP 1650F 15E N4 SP No 1 a w SP SS(0ag
except end verbals.
WEBS 2x4 SP No Shah
BOTCHORD
Rigid ceiling directly applleO or 1 DO-0 cc 02nrg
REACTIONS. (s c) 9,Mecranad, 6=Mdaan cal
Max S. 9=581( O IT 6=58NLC 1)
FORCES. (r) - Max Comp Was Ten - /ilHorces 250(r) or less except when shovm
TOP CHORD 21L93/0, 34—fo3M
BOTCHORD 8? W!13,7SOrb93,67-0eeE
WEBS 4b6 ]15A)2-9= MAD _T7-0271
NOTES-
1) Unbalanced floor We keds have Ceen considered for this Jesyrt
2) Refer to goda(s) for Wss W Bass connections.
3)Recommend 95 strmgtacks, on age, spaced al 1"0 do and Rasta W to eaclnrns who 3- Too (0131-X 3")narS
St ongbaGs to be attaches Toxalls ather order ends ce reshalned by other means.
VV I. aI
.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
aroaIis �ean,se�ea�arw�
Mill
tra
loce-�enm-l-N m l
redisec
Jabvss
Ory PIy
R15395132
UNIT-18
FF01
�TvssType
Fla,
3
1
Builders Hrsl3aace (Carta
,TX),
Carrolton, TX-5006,
Job Reference g^/
8. 30s5 26202d Mire M9listr'k,Ix Mon Nov 181151342024 Pagel
6
ID syWastIVMk mmNr MyD4lkRIC2PSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH
2N
b30
rl 12 a
23d
1-11-12
1-11-12 2d4
Sa@=t117
Md 2.4= 3x4 d3x4 2xd
i
T18 =
83g= fi
3xfi =
b38 na
b38 b3-0
LOAOINO (psi)
SPRCING- 2-DO
Go
C51.
OEFL. In
(bc) We0 W
PLAOES GRIP
TCLL 400
P6(e DOL iDO
TO
00
Vert(ILL) -001
7A >999 360
W20 24 190
TCDL 250
Lumcer ROL 1 W
BC
014
VM(CT) -0@
1A >9YJ 240
BOLL o0'
Rep Strgs mO YES
WB
0 7
Hco(CT) 000
6 n2 n2
BCDL 100
Code IRC202WPI2014
Moral
Wini Goo
7 >999 240
Weight So FT-W3
LUMBER-
BRACING -
TOP CHORD 2v6 SP
2400E 2 OE or 2x6 SP DSS or 2x6 SP M 31
TOP CHORD
2U-0o, podlre (6JW may.) 1-5,
except end veNcals_
HOT CHORD 2x4 SP
1650E 15E or 2x4 SP No 1 or WSP SS
BOTCHORD
Rigid telling energy applied.
WEBS 2x4 SP No3'ExcepY
1$9F 2rt SP 2400F 20E m 2x6 SP DSS or2x6 SP M 31
REACTIONS. (.c) 8=0 6=0.
Max Uplift 8=-29(LC 8). 6= MLC 8)
Max G2v 8=603(LC D) 6--E03(LC 1)
FORCES. (Ib) - Max Corti Ten -All forces 250 pb) or less except wlren sbmm.
TOP CHORD 23 ,IW160, 3-0=540%60
OCT CHORD 7�14014056-7=140p05
WEBS 2�CWHO, 4{ 09210
NOTES-
1) Wnit ASCE 716, VuV 115mph (3-sttwid gust) S VasdimCD ph. TL=6 Op f. BCDL=6 Opsf, h� ft, B=55$ L= W,, eavc=4ft, Cal.
IL Exp B; Enclosed, MWFRS (directional) add C C CoUhSCRrone, caMBeverteft and dghlex see0 C-C for mem0ers and forces 8
MWFRS formactbns Stoehr, Lumber DOL=1 W plate gdp DOL=160
2) ProvMe adequate drainage W prevent eater funding.
3)Tts buss has been tled ed far a 100 W Bottom mod live load nonwncurtent with any other live bads_
4)'T61struss has been designed for a Ina, lead of 20 Opsr on the belsom chord 1n all areas Mere a rectangle 3 tall by 2-00 voile
wR fit bebi:een Me WMm chord aM am oBR, members_
5) PmvNe Mechanical conneclion (by others) of Miss W beam,, pate capable of withstanding 10D lb uqm atpunted 8, 6
6) This Mass doin rea8es Mhal a minimum structural 7116" stucol wood sheathing be applied aMrd gypm remy to the top cand Ice su
sheebock be applied d1recO) to 8o MOom chord
7) Graphical pu01n representation Oces not retold the sae wthe orientation of Me poor along the top motor WOone choN_
YlT :. 1
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jab Tn Type
UNIT-18 N/III FFFF02 Fla[
Firslsanee Build (Ceno ,Tx), CertO&on, Tx- 5006,
3s2 I 6&12
362 12-1.
3. =
—� a6 Ih
7171 IryCI 2 h;l
pry Ply
/g^/ ) R15395633
1 8. WsS 1262024 MiTeRM9listr'k5, Ix Mon Nw 181151342024 Page1
ID:syBipwivHk unaMrhtSMyD4lkRIC2PSB]0Hg3NS9PgnUNrM TQGMNrCDop7I CH
311E M.
}2-10 3 2
® =1225
z.4h��1 hry���h3�rt=
Ihl 3 Ihl I� M Ihl I7 1
] 6
Sa10 =
3xfi -
68-12
6512
1}"
6812
LOADING:00
SPRCING- 2-DO
C51.
OEFL. n
plot) Met! W
P- S GRIP
TCLL 100.0
Plate Grp DOL 100
TC
063
VdMLL) -00]
] >999 360
MT20 24 190
TCDL 250
Lumber DOL 1 W
BC
044
VdMCT) -010
6-7 >999 240
BCLL o0'
Rep Stress mO
VAR B
087
H.ACT) 004
6 Nor n2
BCDL 100
Code IRC202WPI2014
Mall
Wini 002
] >999 240
WeJgM 73M FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP
1650F 15E m 2x4 SP Nc 1 w 2w1 SP SS
TOP CHORD
2U-0oc radlre (b]-] map.) 1-5,
except end! verdcals_
BOTCHORD 2x4SP1650115E
1w2WSPSS orWSPNo
BOTCHORD
Rigid telling energy applied.
WEBS 2x4 SP No.3'ExcepY
1d 2x6 SP 2400F 2 0E ar 2x5 SP DSS M 2x6 SP M 31
REACTIONS. (we) 8=0.58, 6=M6TaMcel
Max Uplift B-46(LC 8). 6-16(LC 8)
Max G2v 8=1]65(LC 1).6=1766(LC 1)
FORCES. did- Max Conn,Mpx. Ten - All brces 250(to) or less except pother sbmm.
TOP CHORD 1d 39]O8, 2-3=252=, 3d 5=156 IkpO4
BOT HORD C7�28411898, W 29W1936
WEBS 2�221 BKPW62-7�5,3-]=7681154, 4-7-4W29, 4L6 276o57
NOTES-
1) Writ ASCE 7-16, VuV11ttwi 5mpb (3-sd ghat) VasdSimCD ph. TL=6 tipsL=6 . BCDOpsf, h� ft, B=55$ L= W,, eavc=4ft, Cat.
IL Exp B; Enclosed, MWFRS (dcMlowg add CC Comer(3) one, caMhlever eft and night expose0 C-C for reaches and Maces 8
MWFRS for reactions sbmm; Lumber D01-160 plate gdp D01-160
2) Wwlde, adequate drainage M prever pater pondmg.
3)Tbs buss has been ded hot Mr a 100 W Whom cocoa live load nrnwncunent with any order Ire bads_
4)' This truss has been designed Mr a Ire lead of 20 Dpsf on the Cotlom chord In all areas where a rectangle 3 talI by 2-0 voile
WR fit Oelween ode Wtmm chord add a, oBRr members_
5) Nader M goden(s) our buss to buss conneclkva
6) Pmvlde Mechanical connection (by others) of truss to bearing plate capable of wthshaMing IDo Iblift al uplift 8, 6.
]) This Noss design requires Mot a radial v 71W structuralwoad sheathing be applied directly t0 Me top chord and 12-gypsum
sheeboMe ode applied Oil" to e NMom [hood B) Graphical pudln representation does act repaid the s¢e or the orientation of ode Morin along Me top and/or Wuom char.
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
,poA nyp.�metrnadn�nanTesn.res nh Lnnen.nexnereneaeeP.6e.,.,,re., 3a�nneuer,
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Builders rudgooce(CUM ,TX),
�Tvss Type
ROOF SPECLll GIRDER
CartoBoq TX- 5006,
16fi
�/16fi
2
p Ply
/g^/ ) R15395634
1 8. W s 52 262024 MiTeRIT1191istr'kS, Ix Mon Nov 181151342024 Page 1
IDWBJicrURTk mmNr MyD4lkR1C2PSB7OHg3N5gPgn18w3uITXbC.K Doi7J CH
19A 2E1 3LA
0.&L 6614 1-0fi
4 lr3
o-d
fi
bv8 =
exs =
at, =
9
3E9
9
4
Plate ORsets (XYl-
7Od-0-0OdA1
!-BINDING (psi)
SPACING- i-0U
CSI.
GEFL.
In
(bc) Vdefl t/0
PLAIEB
GRIP
TELL 1000
Plom But 00L 1 W
TC
010
Ved(LL)
-0 do]
>959 360
MT20
244/190
TCDL 250
LumMr DOL 1od
BC
011
Ved(CT)
-0.1
] >999 24.
BOLL 00'
Rep Stru Ina NO
WE
022
Hvg(CT)
000
6 Na No
BCDL 100
Code IR=117P12014
Mal]Ix-MP
WIM(LL)
000
8 1999 240
Weight So it,
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP
1650F 15E or 2x4 SP No 1 Fir 2x4 SP SS
TOP CHORD
2TS oc WrIMs[ 15. except end veNcels
x6 BOTCHORD 2SP
24WF 2 OF or 2n6 SP DSS or 2x6 SP M 31
BOTCHORD
Rgld ceiling directly applied o]10O-O oc Mxing
WEBS 2x4 SP No 3
REACIIONS. Doe) 8=05$ 6=M6TaNcel
Max G. 8= 55LLC 1). 6=ZeRdLC 1)
FORCES. (It,) -Max Comp MISS Ton- All farces 250 Vid or IRS; except wren sbmm_
TOP CHORD 1S 295N, 2�WGA , 3-0=920.N, 36=295N
BOTCHORD IS11673, 67=011613
WEBS 2�186IN, 2-7-Mm 517�390, 4- 1)1805 4f 186]N
NOTES-
1) 2-ty Vass to be connected together wed 101 (0131 NY) nails as falbws_
Tap chords connected as fillours_ ad-1 Rai at 09-0oc
Bottom
BUchoras ds connetled Tolima2x6 w-- 2 ones sl],s0. led at oc.
M, connected as foYovs: 20 -1 me, a1(L9C or,
2) AS bads are mnsldeled equally spared to all plies. except IT acted as fiats(F)or lem,(B) face in the LOAD CASE(S) Reach Ply to
pry connections rare been provmed to disNbme only loads noted a (F) or (B), unless olbeerxtse trdlceled.
3) Word ASCE I-16; VuR-fl ngto (3-second gist) VasdSflmph. TCDL=6 OpsE, BCD1=6 Opsf, h�tOV; B,5511, L=251[ Form 411, Cat.
IL ESP B. Enclosed; MWFRS hicectionaq, caMdrousl :ft and nghd exposed; Lumrer DOL=160 plate gnp DO1=160
4) Pmvlde adequate d2bage to prevent water ponds,
5) This gross leas lasers desgned For a io 0 psf ro0om ailed mul live load nom�crent with any other Ins, bads.
6)-TMs s ashas hear deslglred for a We be Wad of 20 Opsf on thy, m Used In aareas wTere a rectangle 3b0 tat by 2-DO vide
.1 IS between the Innom chord am a, mha me nhers_
]) ReRr to glNer(s) for truss W Vuss ce reacts s
8) Laid case(s)1, 2, 3, 4, 5, 6, ], 8, 9.10,11,12.13, 14.15,16. P, 13. 19, 20, 21, 2 , 23, 24. 25, 26, 27, 28. 29, 30 baLsave been
mWftied. BulMeg d¢,it must review bads to verity Nat they are comA BUT Me intended use a its tr s
9) G2phical pudN repM,,F ddn does Mat depict the Sam or Me aneNatlon of the puffin aing Me top and/or Whom chord.
1 )Hanga(s)or other conn`mUn device(s) shall be pmvNed sufficient to support comvnhabd bad(s) 1756 to doom am 5616 up at
1
-7
-0onlnVam C1UmJ The de51gn5eleun orsudr on2atbn devlce(s) tithe respanslNhty mothers.
LOAOCASE(S) Standard
1) Dead
+Mach Love (ed6rrczd) Lumcer Inaease=i 00, Plate Inoeasex100
Unknor Leads (BUT,
Veit 15=53I. 68=-10
ConcerNaled Leads No)
Vert .]=-ns6(F)
-e.um—MIMS-11inhonneen,sese or
F �
4S 11
.Y 11
MARCOS A. HERNANDEZ:
....;......11387
....11387 8....;...�
�.nFSZ/CENSE'a."*,,% i
COR F-12513
November 19,2024
Mill
Joh
n's
TYPE
PIy
R8539563d
ONIT-18
FF03
ROOF SPECLll GIROER
�NOU
I
1
2
IYJ6, ob R24 kdrnal\,
Builders FimiSaace (Carta
,TX),
CartoObq TX- 5806,
b
8. 3mmN
MU"k Page
Tek irks, Mon Nov1811i
Doi4 CW
IO ryOJastIVMk �amNdiSMy041kRIC23B]OHg3N59Pgn18w3uITXbOKWrCOoi]JIZIC"H
yD4lk
LOF00113E(8) Standard
2) Lead .075 Roof Lou, dalanced): Lumber Incraase=100, Plate Imfease=l 00
Unrtmm Loads (pin
vert 1�160, 6A=-10
Cmdrentrmed Loads did
ved:]=1429(Fl
3) Lead+UnlnbabraMe NNE WNtout Storage Lumber ImPeCre, 125, P6te Increase-1 25
UnRorm Loads (pit)
Ved: 15 50, 6s=-20
Concentimed Leads pb)
Ved:]=-569(F)
4) Dead +06 MWFRS Wind (Pas Internal) LeR Lumber Increase=160, Plate Increase=160
Unamm Loads (pin
Ved: 1=15. C+B=b
Concentrated Loads Old
Wmrt 52(F)
5) Dead + O 6 MWFRS Wiind(Pos_ IMm ea) Right
mbtt Increase=160. Plate Increase=160
Undurm ads Lo(pin
Ved: 1S 15"-=
concemmmed Loads and
vert 7=52(F)
6) Lead +0 6 MWFRS Word (N y. Inbreed Left- Lumber orrem,160, Plate Incras,160
Undml oLoads(Put
Vert. 1� 34, 6A=-10
Concabated Loads (N)
Ved 7=56(F)
]) Dead +06 MWFRS Word (Ned. Inemm) Night Lumber Increase=160, Plate Increase -I 60
Uniromi Loads(put
Vert 15 34, 68=-10
conceno-med Loads No
Vert »6(F)
8) Lead +06 MWFRS Wind (Pos. Internal) 1st Parallel Lumber Increase=160 Plate Increase=160
UOao. Loads (pin
Ved 1b 27, 6A=E
Concemated Frads(N)
Vert]=52(F)
9) Dead +0 6 MWFRS Wind (Pas Internal) 2nd Parallel Lumber Increa,l60, P6te Incfi60
Undmm Loads (pin
Verc iti`--4405 , 6A=
Concentrated Loads (N)
Vert 7=52(F)
lm Lead+06 MWFRS Wmd (Neg_ lineman 1st Paallel LumM Increase-160, PIme Increase=160
UnRarm Leads Um)
Vert 1S M4, 6d- 10
CwcenVated Leads (N)
11) Lead +06 MWFRS Wind (Neg. Internal) 2nd Parallel Lumber Increase=l W, Plate Increase -I 60
Unseat Leads UAn
Ved: ice- .6d 10
Cancenated Leads pb)
Ved ]=mdF)
12) LwLL Lumber increa5e090, Plate Increase=0 90 PIL metals 90
wawm Leads Nm
Ved. 1S=-530, 6d 10
cwrenated LwdR Uld
Ved ]—[46(F)
13)Lad+0]5Rwalce(bel.)+0]5(06MWFRSWM(Neg. MULCH) Lumberincrease=160. Plate lrum a l60
Unamm Leads ((.Yn
Vert 1S 7M, 6d=ID
Cwcenrated Leads pb)
Ved.]=6(F)
14) Dead +0 75 Rw1Lrve dal) +0 ]5(06 MWFRS WnM (Neg Ind Rgbd: Lumber Inceease=160, Plate Increase-1 W
Unaarm Leads Not)
Ved 1-5=-7M,, 6d 10
Cwrenrated Loads pb)
Ved-]-6(F)
15) Lad+0 ]5 Rw1Lwe (bat)+0 ]5(06 MWFRS WiM (Ned Ind 1st Parallel): WmLer Increase=i 60, PIme Increas�i 60
UMorm Lcei U g)
ved 1�75,1, 6d=10
cgncenr4tM Loads Old
VerL ]x,(F)
16) Oad+075 RwlLove, dal) +0 ]5U) 6 MWFRS Wind (Neg. Ind 2M Parallel: Lumber Increase-1 W. Plate Increase=160
Woman Leads din
Vert -1-5=-0646d=-10
Concema(ed Leads gin
Ved: ]-(F)
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Jab
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Type
Dry
ply
R153951M
ONIT-08
FF03
�Tvss
ROOF SPECLll GIRDER
1
q
L
Job Reference/g^/ )
Builders Flrsl3aace(Carta N/m
,TX),
CartoObn, TX- 5006,
6
8. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115135 2024 Page3
IO syWaWofflkr mNM My04lkR1CiPSB7OHg3NS9Pgn18w3uITXbOK Doi7J CH
LOAD CIISE(5) S mclar0
1])Pd+06MWFRSWMJMm. LeRLumbrimtease 90,P1a@lnoa5 DW9 metal=090
UNmrm Loans (pll)
Verl i 5--0 , 6d-- b
CwcsNated Lw05 (lb)
Ved.-2(F)
18)Oea0+ 06 MWFRS Word Mon RUM Lumber lnaeas OM, Plate Imfwse=090 PR mefalO90
U.,M, Loads (q)
Vert: 1, 463,6E-�i
Cq Udrded Lwas pb)
vert 7�52(F)
19) Reommi OeM+06 MWFRS Wind (Pos. Intemal) LeR Lumber Increase=160, Plate Inummse=160
UnBumn Loads (pM
Vert 15-415,6E
Cwrernr ded Lwdspb)
Ved 7�62(F)
20) Rev 1 Oea]+06 MW RS Wtnd (Pos_ IMemag RUM Lumber Increase=l W. PMte Incmase=160
Undamn Loads (ptl)
Ved 1S 415,6E
eonreubared Loads pb)
Ved. 7—t62(F)
21) Reversal. Lead! +06 MWFRS W.d (N y. Internal) Left Lumber Icrease=160, Plate Inc -1 60
U.,0. Loan (ptl)
VM 1S-S ,6�10
canrentreted Loads pb)
Ved-T—t58(F)
22) Reversal Lend+06 MWFRS "d (Neg. Internal) RgM Lumber lud eae=l 60, P6& Izrwse=1 W
UMmm Loa05 (pll)
Vert . 1�S ,6d=10
concemrareo Loan db)
Val 7�58(F)
23)Reverser! Lend +06 MWFRS Wind (Pus Internal) 1st Parallel: Lumber lnoeas lW, Plate Increase=160
Undamn Lords (p0)
Vert 15-427,6E
C rmffr'afed Lwn(lb)
Vert 7�62(F)
24) Reversal. Lend+06 MWFRS Wnd (Poi IM mal) 2nd Parallel Lumberincre e e 160 Rmr Inaease=i W
Uniform Loads (pti)
Val 1E=-440, 6E
Cwcent2tetl Loan (lb)
Ved: 7�62(F)
25) Reversal Lead! +06 MWFRS NfiW (Neg Internal) 1st Panalkl: Lumber mm, se=160, Plate Inaem,l W
UNmmn Loads (ql)
VerL 1S 534,6d=10
CwcaNated Loads (lb)
Ved. 7`.58(F)
26) Reversal Lea]+06 MWFRS Word (Ne¢ Imemal) 2M Pa21kl. Wormerh¢rease=i60, Plate Inawse=1 W
Unilamn Loan (pt)
Vert 1, 534, 6d 10
cancemreled Loads pb)
vat 7�58(F)
27) Reversal OeM+O 75 Roof Lrve (bal ) + 0 ]5(06 MWFRS Word (Neg. Int) Left). Lumber ldcre e l 60, Plaie Increase-1 60
UnRumn Loads (pm
Vert 1 5- 764, 6E=-10
canrentrered Lwn (lb)
Ved 7-1192(F)
28) Reversal Oea]+O 75 Rwf Lm (bat)+0 ]5(06 MWFRS Word (N , Int) RUM) Lumber Incem,e=l W. Place Imes¢=l60
UndOmn Loads (ptl)
Ved 1S 764,6E 10
eancerimbed Loads Ub)
Ved ] 1192(F)
29)Reversal. Lead! +0]5 Roof LNe(bal)+0]5(06 MWFRS Wnd(Neg Ind) W FmmHJ): Lumber Inaea l60 Plate
1.. 160
Unifamn Loan (ptI)
Vert 1, 7", 6d 10
Cmcemrered Loads pb)
vM T 1192(F)
30) Reverend f OeM+O 75 RW Lone (bal )+0 ]5(06 MWFRS Wind (Neg. Int) 2nd Parallel)[ Lumber Izm,em-1 60, Plate
Inaeac=l 60
Undarm Loads (ptg
Val 1E=-764, 6E 10
C rerNatel Loan(lb)
Vert ] lI92(F)
Ar-,I, nacre wan,se. MiTek®
ev om° e nor -R .Ro�171=,11hul u�Kg
Jab
Tn«
Ty W
Ory PIy
R85395635
UNIT-18
RW01
�Tvss
Flom Su,aamdi Gad.
1 1
/g^/ )
Builders FrslSaa.e(Cam N/m
,TX),
Carrolton, TX- 5006,
6
B. 30s5 262024 MU";I listr'kS, lx Mon Nw 18115135 2024 Pagel
ID:ryBJaWUfhk =mNr MyD4lkR1CyP5B7OHg3NSgPgn18w3uITXbC.K Doi7J CH
... -I lug
1
f
1a1-o
1q-1-o
LOAGING Sol)
SPRCING-
2-DO
CST.
GEFL.
n
pec)
Poe8
W
TCLL 400
P6te Gnp DOL
1CO
TO
008
Val(LL)
Na
-
Na
999
TCDL 250
Lumcer DOL
1 W
BC
or,
VeMOD
Na
-
Na
999
SCLL 00
Rep Strgs Ina
YES
WE
o04
Hmz(CT)
000
10
Na
nh
BCDL 100
Case IRC2021TF,2Dl4
Maya-R
LUMBER- BRACING -
PLATES GRIP
MT20 244OW
Wapht 47m FT=20%E 1l%E
TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal) TOP CHORD ShucN2l wood sheMNllg Uhectly applltlw680 oc Wrllns,
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No1 w2WSP SS(0ag except end veUTCIIK
WEBS 2x4 SP 1650F 15E or 2x4 SP No1 w 2W SP 5S(flag BOTCHORD RgM telling dlredly applied or 1 D Doc Mash,
OTHERS 2x4 SP No3(flat)
REACTIONS. Allman, 101-D
gg- MaxGw Ailfe lot 25010orks atjolnt(s)18,10,1],16,45,14,13,1E,11
FORCES. Vd-Max Comp Mlax.Teo-Allfirce5250 (10)orkss except wBen sOmm_
NOTES-
1 ) AS plates are 15,3 MT20 unless o0relwse Indicated
2) Gable regmres continuous IwOan chool Deamg_
3) Truss to ce poly sneaNed had one race or Secure, braced against lateral movemerd (te. Magonal
4) GaMe h ds spaced! at 1-0 .
5) Recommend 2x5 strom]Lrecks, on edge, Spaced! at 10-0 0 or mM fastened to each Buss w0b 3-0Od (0131-X W) raft
StrDlgbacks to be attacRV to v211s at Mar order ends or restrained by offer means
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss
Dry
PIy
R85395636
UNIT-18
MAR2
�TvssTYpe
Flom Supported! Gad.
1
1
/g^/ )
Builders FirslSaa.e(Cana
,TX), Carmad, TX - 5006,
bill
B. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115135 2024 Pa9e1
ID:WEJaWRIT,
=mNr MyD4lkRICPSB]OHg3NS9Pgn18w3uITXbC.KWrpoii7J CH
lair
1 2 3
6 5 6 5®n!=1Y08
12
13
_
3a6
11 1U 9
8 P
.4=
fi=
Sea
as
Plate Offsets (XYl—
120.1A 0.1�I 1130.1d 0-1d1
LOADING (psi)
SPACING- 2—
Cal.
OEFL.
In (W) I= Oil
PLAMS GRIP
TCLL 400
Plate Grip DOL 1 W
TO 0 on,
VCF(LL)
Na - Na 999
W20 2"190
TOOL 250
LunlCer OOL 1 W
BC 0a
Ved(CT)
Na - mar999
BOLL 00
Rep sde Ina YES
WE 004
Hm(CT) 000 ] Na Na
BCOL 100
Cal IRC2021RP12014
Maim-R
WeVid 3111, FT=20%F, it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w WSP SSUad
TOP CHORD
Shurtural wood sheathing dlreClly applied w STO oc purilns,
BOTCHORD 2x4 SP 165OF t5E oC 2x4 SP Not or 2x4 SP SS(flag
except end vertical
WEBS 2x4 SP 1650F L5E OC 2WSP No 1 or WSP 55(flal)'E Pr
BOTCHORD
Rigid Ceiling dimay applied or 1 DO-0 tic braCTg
11-02,R13:2x4 SP NO3(flal)
OTHERS 2x4 SP ad, 3(flad
REACIRONS. All bea n"S 5Sro
(UP- M.G. Ai ere,0n5250WOIkssaijoings)11,],10,9,8
FORCES. old - Max Coor, Soo Teo- All firees 250 Um or l, s except v.Ten shown
NOIES-
1) AS Ida es are 15x3 MT20 unless Wleoxse Indicated,
2) Ca le requires Wntlnwus adorn tlwN marim]_
3) TRUSS Vo be NOy sheathed from one Face or securely b2ced against aleral movement (I
e. dgo ianal Web).
4) Gabk End" spaced at 1 4C tic
5) Recommend 2x6 SECUMI acksced a1 , on edge, spa1" 0 oC and fastened to each bass wth 3-told (0131'
X W) naes
SOmgbackS to be aliached W walls al NCtt order eRUN or restrained by other meam
AkefoRNING V" diSog, n—amm ,d READ ISCUTSONTUSAND INCURRED MmE REFERENCE RACE Mi — mcAo3ormom USE.
+ C IN ...
♦rj
..............................�
MAWIDS A. HERNANDEZ%
.......... ...
113878 f
1� �•nFS��CENS'a.G�.
COR F-12513
November 19,2024
Mill
Jabvss �TvssTYpe
UNIT-18 KW84 Flom Suppmlel Golan
Builders Frslserm.((Car ,TX), Caragar, TX- 50061
n
1 2 3
I
15
pry Ply
/pg ) R85395637
1 8. WsSW'"6J.2024 MiTeKlfdliiat ,Ix Mon Nw 18115136 2024 Page
IO syEUaWofhk ramNr My04lkR1CiPs87OHg3NSgPgn18w3uITXbC.KW Dooii7J CH
t
® =I Ra
6 a 7
1fi
xfi _
14 13 12
it
10 9
8
3.4 =
3.4 =
41-0
B 1-0
Plate Offsets (XYI— 15(T1A 0.1-0I 1160.1d 0-tAl
LOADING (psi)
SPACING-2—051.
OEFL. In
(bc] Vdefl i/0
PLAIES
GRIP
TCLL 600
P6te Gnp DOL 1 W
TOo W
Vat(LL) Na
- Na 999
MT20
2"190
TOOL 250
LumCx GOT 1 pan
002
ved', "A
- Na 999
BCLL 00
Rep She Ina YES
WE 056
HomCT) 000
8 Na Na
BCOL 100
Cade IR=VTP12014
Maim-R
Weight 401b
FT=20%F, 11%E
LDMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA)
TOP CHORD
Shuc1u21 wood smal lug doaUN applied w6-0-0
oc purllns,
BOTCHORD 2x4 SP 1650E t5E or2xd SP No 1 w2x45P 5S(flal)
except end veNcels.
WEBS 2x4SP 1650F L5E or 2WSP Not w2W SP 55(flal)-ExcepP
BOTCHORD
Rigid ceiling dimay applied w 1 OO-0 cc 02nrg
1415,8-16 W SP No3gal)
OTHERS 2x4 SP No.3(fla)
REAL BONS. All hearings &i-0.
Uld)- M.G. Miere lm¢25001orkssatjolnt(s)14,8,13,12,11,10,9
FORCES. ph) - Max Goig.floho Teo- All mra, 250(N) or F s except v.Ten shoed
NOTES-
1) All Ida&s are 15x3 MT20 unless IMerwse Indlcel ni
2) Cable requires Wntlnwus Sudan IYwN bearhg_
3) Truss Vo he NOy sheadded from one Face or securely braced against ate21 movement (I
e. diagonal a eh).
4) Gablesods spaced at 1 4C oc
5) Recommend 2x6 "Argbacks, on edge, spaced a11" 0 oc and fastened to each does with 3-tod (0131X
W) naes
ShorgbarM to be attached b walls al their order raN or restrained by order mead,
/f a
f
.............................
/MARCOS A. HERNANDEZ
/fi..., 11387841
11�`SS/ONAIEtt�'��
COR F-12513
November 19,2024
kem a v nd p.�me na4n��aesa. res nl nwn.nexnaeneaeeP.ce.,.,,re., aa�aneu,e.
�a1 �ro a
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tle
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KW20
�TvssTYpe
Flom Supported! Gad.
1
1
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Builders FirslSaa.e(Cana
,TX), CarroCbq TX - 5006,
bill
B. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115136 2024 Pa9e1
ID:WEJaWRIT,
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61i
1 2 3
6 5 6 5®n!=1Y88
12
13
_
11 1U 9
8
3x<=
3xfi =
Sea
as
Plate Offsets (XYl—
120.1A 0.141I 1130.1d 0-1d1
LOAOIRG
SPFCIRG- 2M
Cal.
OEFL.
In (W) I= Oil
FLAME GRIP
rD
TCLL 400
P6te onp DOL 1 W
TC 0 on
Ve3f(LL)
Na - Na 999
W20 24 90
TOOL 250
Lumber OOL 1 W
BC
ven(CT)
Na - Na 999
BOLL 00
Rep sde Ina YES
WE 001
Hm(CT) 000 2 Na Na
BCDL 100
Code IRC2021RP12014
Maim-R
Weadd 31 Id FT=20%F, it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w WSP SSUad
TOP CHORD
Shurtural wood sheathing dlreClly applied w STO oc punlns,
BOTCHORD 2x4 SP 165OF t5E oC 2x4 SP Not or 2x4 SP SS(flag
except end veNcels.
WEBS 2x4 SP 1650F L5E OC 2WSP No 1 or WSP 55(flal)'E Pr
BOTCHORD
Rigid ceiling dimay applied or 1 DO-0 cc braCTg
11-02,R13:2x4 SP No 3(flal)
OTHERS 2x4 SP ad, 3(flad
REACIRONS. All bea n"S SSro
(UP- M.G. Ai ere,on5250WOIkssatjoings)11,],10,9,8
FORCES. old - Max Comp.Mlax. Teo- All firees 250 Um or l, s except v.Ten shown
NOIES-
1) Ar Ida es are 15x3 MT20 unless Wleoxse Indicated,
2) Cable requires Wntlnwus adorn tlwN bean]_
3) TRUSS Vo be troy sheathed from one Face or securely b2ced against aleral movement (I
e. dgo ianal Web).
4) Gabk End" spaced at 1 4C oc
5) Recommend 2x6 SECUMI asksced a1 , on edge, spa1" 0 oC and fastened to each bass wth 3-told (0131'
X W) naes
SOmgbackS to be attached W walls al NCtt order eRUN or restrained by other meam
AkefoRNING V" diSog, n—amm ,d READ ISCUTSONTUSAND INCURRED MmE REFERENCE RACE Mi — mcAo3ormom USE.
+ C IN ...
♦rj
...:...........................�
MARCOS A. HERNANDEZ%
113878 f
1� �anFS��CENSE�.G�axu
10
COR F-12513
November 19,2024
Mill
Jabvss �TvssTYpe
UNIT-18 KW21 Flom Suppmlel Golan
Builders Frslserm.((Car ,TX), Caragar, TX- 50061
n
1 2 3
I
is
pry Ply
/pg ) R85395639
1 8. WsSW'"6J.2024 MiTeKlfdliiat ,Ix Mon Nw 18115136 2024 Page
IO syEUaWofhk ramNr My04lkR1CiPs87OHg3NSgPgn18w3uITXbC.KW Dooii7J CH
t
® =I Ra
6 a 7
1fi
xfi _
14 13 12
it
10 9 8
3.4 =
3.4 =
41-0
B 1-0
Plate Offsets (XYI— 15(T1A 0.1-0I 1160.1d 0-tAl
LOADING (psi)
SPACING-2—051.
OEFL. In
(bc] Vdefl i/0
PLAIES GRIP
TCLL 600
P6te Gnp DOL 1 W
TOo W
Vat(LL) Na
- Na 999
MT20 2"190
TOOL 250
LumCx GOT 1 pan
002
ved', "A
- Na 999
BCLL 00
Rep She Ina YES
WE 056
HomCT) 000
8 Na Na
BCOL 100
Cade IR=VTP12014
Maim-R
Weight 401b FT=20%F, 11%E
LDMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA)
TOP CHORD
Shuc1u21 wood smal lug doaUN applied w6-0-0 oc purllns,
BOTCHORD 2x4 SP 1650E t5E or2xd SP No 1 w2x45P 5S(flal)
except end veNcels.
WEBS 2x4SP 1650F L5E or 2WSP Not w2W SP 55(flal)-ExcepP
BOTCHORD
Rigid ceiling dimay applied w 1 OO-0 cc 02nrg
1415,8-16 W SP No3gal)
OTHERS 2x4 SP No.3(fla)
REAL BONS. All hearings &i-0.
Uld)- M.G. Miere lm¢25001orkssatjolnt(s)14,8,13,12,11,10,9
FORCES. ph) - Max Goig.floho Teo- All mra, 250(N) or F s except v.Ten shoed
NOTES-
1) All Ida&s are 15x3 MT2O unless IMerwse Indlcel ni
2) Cable requires Wntlnwus Sudan IYwN bearhg_
3) Truss Vo he NOy sheadded from one Face or securely braced against ate21 movement (I
e. diagonal a eh).
4) Gablesods spaced at 1 4C oc
5) Recommend 2x6 "Argbacks, on edge, spaced a11" 0 oc and fastened to each does with 3-tod (0131X
W) naes
ShorgbarM to be attached b walls al their order raN or restrained by order mead,
/f VV .
/MARCOS A. HERNANDEZ
/fi..., 113878
11�`SS/ONAIEtt�'��
COR F-12513
November 19,2024
kem a v nd p.�me na4n��aesa. res nl nwn.nexnaeneaeeP.ce.,.,,re., aa�aneu,e.
MiTek®
ile,
dmw aay.Ne„s wGce ��
9utlaber.M
u
tle
ouany cn am aceee m+ gancened
and ocsl BeNmo Component Soona laneaden �pue rmmve sweanfrotagcomponeal Aamu aW Om+r' eommponenaoml
)
In 1ss 1111 nekUsmn
Jab Tn« �Tmss Type
UNIT-18 N/III mmv;2 Flom Suppmlel Gad.
Buillddetrrn Firslsaa..(Ceno ,TX), Caran,TX-5006,
n
i1 1
18.. 17 1fi 15 16
3x4 =
pry Ply
R15395641
1
1262024
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MiTeRM9listr'kS, Ix Mon Nw 18115136 2024 Pagel
ID syBJaWohk axmNr MyD4lkR1CyI5B7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
Sao =tP3
3.
fi
] 8 9
a
12 11 10
R4
Plate OIcet,fXY1 1190.1TGA- I
LOADING (ps1)
SPACING- 2'—
Call
OEFL. In
(bc) Vdefl III
PLAIES GRIP
TCLL 40 0
P6te G, DOL 1 W
TOO W
-n(LL) Na
- ma 999
MT20 2"TW
TOOL 250
L.. GET 1 W
BC 001
Ved(CT) Na
- Na 999
BOLL 00
Rep Stria Ina YES
WB 001
HaRCT) 000
10 dod Na
BCDL 100
Code IR=VTP12014
Matax R
Wega 511b FT=20%F, lI%E
LUMBER-
BRACING-
TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or 2W SP SS(flA)
TOP CHORE
wood
Sncludil sbeaNing dlreM applied m&To oc purllns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SS(fiat)
except end vernals.
WEBS 2x4 SP 1650F L5E or 2W SP No 1 or 2W SP SS(flal)'Exr¢pP
BOTCHORD
Rlgld ceiling dlreNy applied w 100-0 cc b2nrg
18-19-2W SP No3(flal)
OTHERS 2x4 SP No 3(flao
REAL BONS. All bearings 1068
Uld)- M.G. All rearbin¢ 250 0 .,r s at)olnt(s)18,10,1],16, 15,14, 13,12.11
FORCES. plo) - Max Corr,Wax .Ten .- All mra, 250(N) or l s except vital Rhoed
NOTES-
1) N 1da&s are 15x3 MT20 unless otherwse Indlcel c,
2) Game requires contormus al tlwN bearing_
3) Truss ro de only shood ed from one race drs murery b2ced against Uteral movement p e.
diagonal Web).
4) GablestWs spaced at t-TO.
5) Recommend 2x6 sborgbacks, on edge, spared a11" 0 oc and fastened to each does wth 3-Too (0131X
W) naes
SOorgbarM W be attached 0 walls al Nctir order erg or rest2lned by oNermean5
6) CAUTION, Do not erect Wss backwards.
�
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 ?...
COR F-12513
November 19,2024
Mill
Jab ITn; �Tvss TYpe
UNIT-18 N/III MmNLJ FLODR SUPPORTED G4BL
Builders HrslSaaee(Cano ,TX), Camohnon, TX- sons,
1 2 3
13
P
R15395641
1 1
ob R24 eference 'o
8. 3mmN yD4lk Tek 7GHq Mon Nov1811i Doi4 Page CW
IO ryBJastIVMk uxmNrMSMy041kRICy3B]OHg3NS9Pgn18w3uITXbC.KWrCpOlo3i]JIZIC"H
5®n =1Y16
4 6
12 11 fib 9 8 T
3x4= 3x4 =
6 2
.12
Plate OIcg,o fX Y1 13 0.1T 0.1-81 1140 1d 0-1d1
LOADING (psi) SPACING- 2 M CM.
DEFL. In
(bc) Vdefl III
PLATES GRIP
TCLL 400 Plate Grip DOL 1 W TO 0 m
Vcn(LL) Na
- Na 999
MT20 2"TW
TOOL 250 LumCx OOL 1 W BC 002
VSU(CT) Na
- me 999
POLL 00 5
Rep Sde'a'nde
Hw](CT) 000
] Na Na
BCOL 100 IR=VTP12014Ina
Maim Rm
Weight 291b FT=20%F, it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2W SP SS(flA)
TOP CHORD
Shudural wood sheathing directly
app11M w6-0-0 oc p pins,
BOTCHORD 2x4 SP 1650E t5E oi2xd SP Not w2x45P 5S(flal)
except end vernal
WEBS 2x4SP 1650F L5E of 2W SP No 1 w 2W SP S5(flat)-Except-
BOTCHORD
Rigid ceiling direNy applied w 1OO-0 cc bracTg
12-13j 14:2x4 SP No 3(flat)
OTHERS 2x4 SP ad, 3(flat)
REACMONS. All heangs 6T-12
Uld)- M.G. Miere ion52508to1kssat)olnt(s)12,],11,10,9,8
FORCES. old - Max Gomp.floho Teo- All mra, 250(N) of l s except v.Ten shown
NOTES-
1) N 1da ds are 15x3 MT20 unless W1eream Indcet ni
2) Gable requires Wntlnwus Sudan tlwN marim]_
3) Truss Vo be argy sheathed from one Ore di securely braced against UIe21 movemwgon d d e. chaparral Web).
4) Gablesods spaced at 1 4C oc
5) Recommend 2x6 shom]backs, on edge, spaced a11" 0 oc and fastened to each does
with 3-told (0131X
W) naes
Snarl to be attached to walls al Nctt order maN or restrained by other memx5
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Lem 6 w ndnP.�ma nanan��aes0. res n nwnnnexneFene.eee.6e.,.,,re., aa�Onense.
a�
MiTek®
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ire,
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u
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and ocsl BeNo ca,,naa Sony laomefion pue rmmve oauMnfroctgmnl Aamueumpwber.M,eam)
Oon
yIn1ss1nllulrw.-
Symbols
PLATE
LOCATION AND ORIENTATION
1f2L�lIT L+I W Dimensions
ionsaeplate on joint unless xnt
offsets are Indicated
,
Apply pions are in h sidesinusioft, hs.
Apply plates to both sides oP tmss
and fully embed teeth
.
Ogee
� F
For 4 r 2 orientation, locate
p ates 0-'�d' from outside
edge of truss,
This symbol inCoates the
required direction of slots In
connector plates.
"Plate location detalls available in MITek
software or upon request
PLATE SIZE
The first dimension Is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots,
LATERAL BRACING LOCATION
Indicatedin the
symbol shown and/or
by tax[ in the Bracing section of the
output User orlbredng
If Intllcatetl.
BEARING
Indicates location where bearings
(supports) occur 4cons vary but
reecdon section Indlcatesjolnt
number/letter where bearings occur.
Min size shown Is for crushing only
Industry Standards:
ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal
Plate Connected Wood Truss Constmction,
DSB-22 Design Standard for Bracing,
BCSI'. Building Component Safety information,
Guide to Good Practice for Handling,
Installing, Restraining & Bracng of Metal
Plate Connected Wood Trusses,
Numbering System
61 1 tlimemlom shown in call) lx[eenMe
(Drawings not to scale)
1 2 3Jolnt lO
TOP CHORDS typ
� e WEBS L33 Qv 4
k
0 u 4 Y s
3 u U
OF ca css � a BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT,
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
Product Code Approvals
ICC-ES Reports,
ESR-1988, ESR-2362, ESR-2685, 5SR-3282
ESR-472$ ESL-1388
Design General Notes
Trusses are designed for wind loads in the plane of the
truss unless othenlvise shown
Lumber design values are in accordance with ANSUTPI 1
section 6.3 These truss designs rely on lumber values
established by Others.
02023 MiTek®AII Rights Reserved
M mi Te V
MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023
A General Safety Notes
Failure to Fallow Could Cause Property
Damage or Personal Injury
1, Addl[ional.tadlllry pricing for puss "tam a 9,
dlagonel or x-bracing, Is always requiredsae scsl,
2 Truss bracing must be designed by an engineer For
wide puss spacing, Individual lateral braces themselves
may require bracing, or alterni Tor I
bracing should be considered,
3 Never exceed the design loading shown and never
Stack materials on Inadequately draped tmsees.
4. Provide cold 89 of the truss design to the building
deadens,, eracticn SupeNlacq properly owner and
all other Interested peRles,
5. cut members to bear tightly against each other.
6 Place PI Ras on each face oftmee at each
joint and am led fully, Knots and Wane ajolnt
local ons are regulated by ANSI/TPI 1.
7 Design assumes trusses will be suitably protested from
the environment In scoot With ANSI/TPI 1.
8 Unless othemIse notetl, in of stile content N lumber
shall not exceed 19%at time of fabrlost on,
9, Unless expressly noted this design Is not applicable for
use wIN fle retardant pressrvelve treated or green lumbar
10. Cam par IS a non-stuctu,R Consideration and 18 the
reeponslpudry of truss fabricator. General credits Is to
cembertor bead load den ePllon
11. Pike type, Sue, cremation and location dimensions
Indicated are minimum plating requirements.
12 Lumber used shall be of Me species and else, and
In all respects, equal a or beder then that
stapled.
13 Top chords must be sheathed or purling provided at
Sparing Indicated on design.
14 Bottom chords Moans lateral tracing R 10R spacing,
or lees, If no del Ina I9 Installed IN... RneNvls. notetl.
15, Connestlons not shown are the responsibility of others.
16 Do not out or sitar trues member or plate WQnop[ or or
approval of an engineer
17, I nstall and load vertically unless Indicated Premise
18 use of green or treated lumber may pose unacceptable
environmental, health or perform once Asks. Consult Wlth
project engineer before use
19. Review all potions of this design (front, beck, words
and pictures) before use. Fw eWing actures alone
Is not sufficient
20. Design assumes mendasture In accordance Wlth
ANS[TPI1 auaitycrdtena
21, The design does not take Into account any dynem It
or other loads other Her nose expressly Stated,
Irmo
CHILDRESS
ENGINEERING SERVICES
November 19, 2024
Grapevine Brownstones, LLC
15441 Knoll Trail Drive Suite 150
Dallas, TX 75248
Re: 250 East Dallas Road (Building 6)1 Grapevine, TX
Lot Block
Plan Building 6
To Whom It May Concern:
2505 N Pl . Rd
SU 4 00
Richards®, T 75082
214 516630P
214 51L631P
wwwrss81oba1com
This letter authorizes the following plan, designed by Childress Engineering Services, in
accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been
designed to meet or exceed the specifications stated in the 2006 International Building Code,
the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33,
and currently recognized engineering practices to be utilized at the project listed above.
Calculations for the above plan were performed based on the following:
Subdivision:
Grapevine Brownstones - Phase II
City:
Grapevine, TX
Soils Lab:
UES Professional Solutions 44, LLC
Soils Report:
G241485
PI:
40
Qu:
1500
If we can be of further assistance, please give us a call. We
of service.
Respectfully,
O�(2�
Tony H. Childress, P.E., S.E.
ip0'�fF3d�s be
NI
f tt� ti
i. CHILDRESS
72029 ; x
'ONAI
F-7422
w .ces9lobelxom