HomeMy WebLinkAboutTH2024-004442(, )Mechanical Plan Level 4 Cupola Mechanical Plan Level 3
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oMechanical Plan Level
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Mechanical Plan Level 1
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LARRY L SLACKMON.ING
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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
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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 Ihopkins@cadencehomestx.com
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
SCHAUMBURG ARCHITECTS PC
Architecture
December 24, 2025
Project: Grapevine Brownstones Phase 2
235 East Nash Street
Grapevine, TX 76051
Project #2130-B
Fire Separation Wall Approval
UL Approved Product Submittal
Schaumburg Architects has reviewed the attached UL tested fire separation wall penetration detail W-
L-2342 and has approved it for wall penetrations between the individual units for the above project.
U32 BWE HERON CT FORT WORM, TEXAS 111 11"1111-0132 EMML 1EFF®SUTAUMBURWCHTECULCOM
metacaulk W-L-2342�w
May 3m, 2019 ol"LIL
F Ratings —1 and 2 Fir (Sae Item 1)
T Ratings — 1 and 2 Hr (See Item 1)
1. Wall Assembly —The 1 or 2 hour fire -rated gypsum board/stud wall assembly shall be constructed of 01e material, and in the
manner specified in the individual U300, U400, V400 or W400 S-688 Wall and Partition Designs in the UL Fee Resistance
Directory and shall include the following construction features:
A. Smtls— Wall framing may consist of either wood diets or steel channel studs. WOW studs to consist of nom 2 by 4 in.
(51 by 102 mm) lumber spaced 16 in. (406 rum) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in.
(610 mm) OC.
B. Gypsum Board' —5/8 in. (16 mm) thick, 4 ft. (1.2 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet onentation shall be as speretl in the individual Wall and Partition
Design. Max diameter of opening is 3-5/8 in. (92 mm).
The hourly F and T Ratings of the firsatap system are equal to the hourly Ire rating of the wall assembly.
2. Nonmefalllc Pipe —One non-metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop
system. The annular space shall be min 0 in. (point conto max 1-1/4 in. (32 mm). Pips to be rigidly supported on both sides of
wall assemblcontact) to The following types and sizes of non-metallic pipes may be used:
A. Polyvinyl Chloride (PVC) Pipe— Nom 21n. (51 mm) diem (or smaller) Schedule 40 solid cons, or cellular core PVC pipe
for use in closed (process or supply) or vented (drain, waste or vent) piping systems.
B. Chlorinated Polyvinyl Chloride (CPVC) Pips —Nam 2 in. (51 mm) clam (or smaller) SDR 13.5 CPVC pipe for use in
closed (process or supply) Piping systems.
C. Electrical Non -Metallic Tubing (ENT) —Nom 2 In. (51 mm) dlam (or smaller) PVC tubing installed in accoMance with
the National Electrical Code (NFPA 70).
D. Cross Linked Polyethylene (PEX) Tubing —Nam 2 in. (fit mm) diam (or smaller) PEX tubing metalled in accordance
with the National Electrical Code (NFPA 70).
3. Flrestop System —The firestop system shall consist of the following:
A. Packing Material —For 2 hr wall assemblies, loam backer rod firmly packed into opening as a permanent form. Packing
material 10 be recessed from each surface of the wall to accommodate the required thickness of fill material.
B. FIII Vold or Cavity Materiels' —Caulk—Min 5/81n. (16 mm) thickness of fill material applied within the annulus on both
surfaces of the wall assembly. A min 1/2 in. (13 mm) diam bead of caulk shall be applied to the plPe/gypsum board interface
at the point contact IacaOon on both aides of wall.
RECTORSEAL—Metacaulk 1000
XHE2.W-L-2342 -Page s o12
matacaulk w-L-2342
May 3N, 2919 cOus
rypludraes— Sa1Ny Na Nomtilon Nrerbp3f BameR ee!.we.ina.4wmv. Fume5e5Mar: -,
MEFACAULK Fire Barrier Sealant Caulk, Red, Non-
1 Slump/Elastomeric
I.,'r.39M7 r, .-e,-I60N0
s ge)Pdi 103111, 202 oz
camidge canard,
4ull -r% .angel?:oor
lrniw.." compare
lama (Details
,labs'
-la WA Catalog Group M121e
Brand METAGUI(
Gain:::
vas
Application Method CnR Gan
ST[r,
65
COI., Red
Sell Melacaulk 150.
Container51ie 10.30a
She" , -
31,
Cerl&nerT,,CelRidpe
Se,i
n
Co ,, Area Maya
St.,r.,
ASTM E1966(UL 2079), ASRA EBND- W1911 EM AGpraned
DmzXv M5 tl/ml
M,
Wall ConstrucOm Joals
from: N Nemevky agl[n.atleneeM1ome m
Xm:T.r,nlI Cecemb,er 23, 2M 9:12AMa
1: Ne.. ihrgerald Cev�Ine' �alo0l lyl;5ple{ram
rebind BE: Wrenn in GgpMne iuiL./ le
Can you Mtl out Me al typo of fire caulk you use? O
•OmmvpweY W. he reeved. Plena w lbeddne ed eutle numb, bl0ml
ALL CHANGES REQUIRE
APPROVAL OF REVISED
PLANS
CONSTRUCTION HOURS
APPROVED PLANS SHALL BE 1 7:00 A.M. - 7:00 P.M.
KEPT ON JOBSITE AT ALL TIMES MONDAY - SATURDAY ONLY
(, )Mechanical Plan Level 4 Cupola
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MECHANICAL
ECANICL SYMBOL LEGEND
® H-'T,F1'now— �u11 E
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NO WORK PERMITTED ON SUNDAY
II
�Mechanical Plan Level 3
' 3!16"= C."
CDNDENSING UNI
UP
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AIR HANDLING J-pIR I II
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osmsnazs SEE ORIGINAL PLAN SET FOR
BY:ARNOLDO RAMIREZ TSBPE:IiSBo ALL COMMENTS AND NOTES
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY,
ALL CHANCES MUST BE APPROVED.
SEPERATE PLUMBING,
MECHANICAL, ELECTRICAL AND
SIGN PERMITS SHALL BE REQUIRED.
oMechanical Plan Level
S116"=
it
CONTRACTOR SHALL CALL FOR INSPECTIONS:
(817) 410-3010
CONTRACTOR REGISTRATION WILL BE
REVOKED UPON PERMIT E%PIRATION.
NFORMA 01—NOTES
Mechanical Plan Level 1
3116 = CC
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LARRY L SLACK-N. INC
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City of Grapevine
�SYSTEMHAUSE Residential Energy Compliance Path
'u101N"OLNC; B01°1001dP5 Energy Code Requirements of the 2021 IECC (IRC) as amended NmenwanNG."
Submit with application for either p'mmn
0 A building permit OR ❑ A Certificate of Occupancy
Project Address: 250 E. Dallas Rd., BLD. 6, Unit 22 (Ph2), Grapevine, TX 76051
Project shall comply with one of the following:
❑ Option Ill— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104)
9 Option 42—Total Building Performance Compliance: Section R405 (N1105)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI
❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2
Note: The HERS® index is not validfor code compliance.
❑ Option #4 —ENERGY STAR Certified Homes® R102.1.1(N7101.4.1)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2
o Includes compliance with requirements from Section R402.4.1.2 (NI1024.1.2), R403.3.3 (N1103.3.3), and
R403.6.3 711103.6.3)
Note: Each 1-and 2 family dwelling shall be tested.
❑ Option If5— HB 3215 (87R) Home Energy Rating System Index Compliance
o Includes compliance with ANSI11RESNET/ICC301, as it existed onlanuary 1, 2021.
o Includes compliance with the Mandatoryrequoureenis of 20181ECCSection R406.2.
o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4.
Attach appropriate site -specific design compliance report and inspection checklist.
Name and version of the compliance software (if selecting Option 2 through s): IC3 current
I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted
average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating
system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct
sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the
minimum requirements for the compliance approach selected above.
Agency and Certification Number: SySte0lhaUSe - ICC 860592
Signature of Responsible Party: _,ALI
Printed Name and Title of Responsible Party: William S. "Stall" FOlsom, LEED AP
Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a commmee of
the North CentaI Texas Council of Governments (NCTCOG). httos://www. nctcoe.ondenvir/reeiona l-buildine-
codes/amendments.
Single Family House Energy Report
Project Details
Project Name: Cadence_Grapevine Brow
Builder Name:
Cadence Homes
Builder Phone:
214-341-0058
Builder Email:
stan@systemhause.com
Address:
BLD.6, Unit 22
City:
GRAPEVINE
County:
TARRANT
Zip:
76051
Certificate #:
Date Issued:
21%
Above Code
This single family residential project was found to be in compliance with the
performance measures described in the 2021 IECC with R408.2.3 Reduced energy
use in service water -heating option (DHW UEF greaterthan or equal to 0.81) as
calculated bythe Energy Systems Laboratory, a division of the Texas A&M
Engineering Experiment Station using IC3 version 4.6.1
1342007 A
I ENERGY SYSTEMS LABORATORY
11/8/2024 TEXAS A&M ENGINEERING EXPERIMENT STATION
Notes: <<<Phase 2>>>
William S. Folsom, LEED AP
ICC 5211468-7
Emissions Reduction
NOx:
Sox:
CO2:
3 lbs.
4 lbs.
4,339 lbs.
The values produced are generated by the DOE-2 building energy analysis program. These values do not constitute a
guarantee of actual energy usage by ESL or TEES.
IC3 performs the hourly annual energy calculation in accordance with the International Energy Conservation Code
Section R405, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of the heating/
cooling system.
Authorized Signature:
P/
,
IC 0N: Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Pagel of3
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: 1182 sq. k.
Cathedral Ceiling Area:0 sq. ft.
Flat Roof Area: 0 sq. ft.
Wal I Area Neat to Attic: 0 sq. ft.
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: 723 sq. ft.
Stud Type: 2x6
Floor Wall Helght 9ft.
Stud Spacing: 16 in.
Front Side Length: 22 ft
Right Side Length: 44ft
Front Side Window Area: 0 sq. ft.
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: 44k
Ventilation Type: Supply Only
Back Side Window Area: 56 A. k.
Left Side Window Area:23 sq. h.
Ventilation Rate: 80 CFM
Back Side Shading: Oln
Lek Side Shad ing:0in
Ventilation Operation: 24 his.
Floor 2
Fan Power: 21 Watts
Floor Area: 1182 sq. ft.
Area over Unconditioned: 459 sq. ft.
Fraction Outside: 0.9
Floor Wall Height: 12 ft.
Duct Tightness Test: 123 @CFM25
Front Side Length: 27 ft
Right Side Length: 44ft
Supply Duct Insulation: R-6
Front Side Window Area: 114 sq. ft.
Right Side Window Area: 0 sq. ft.
Return Duct Insulation: R-6
Front Side Shading: 0 In
Right Side Shading: 0 In
Back Side Length: 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: 1182 sq. k.
Area over Unconditioned: 0 sq. ft.
Floor Wall Height: 10 ft.
Water Heater
Front Side Length: 27 ft
Right Side Length: 44ft
Water Heater Type: Natural Gas
Front Side Window Area: 72 sq. ft.
Right Side Window Area: 0 sq. ft.
Energy Factor: 0.81
Front Slde Shading: 0 In
Right Side Shading: 0 In
Size: WA
Back Side Length:]] ft
Lek Side Length: 44ft
Burner Capacity: WA
Back Side Window Area: 38 sq. ft.
Left Side Window Area: 8 sq. ft.
Back Side Shading: 0 In
Leh Side Shad Ing: 0 In
U. M.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of
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abed
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19
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Page 3,13
Cadence-
MiTeko
MTek, Inc.
400 Sunnis Ave , Suite 270
Roseville, CA 95661
916.755.3571
rIM111an6r1
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: R85395642 thru R85395690
My license renewal date for the state of Texas is December 31, 2024.
Texas COA: F-12513
R F-12513
November 19,2024
Hemandez, Marcos
IMPORTANT NOTE: The seal on these truss o mpormM 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
glventu 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
prepamtien of these designs_ MTek or TRENCO has not mdependenfly verified the
applicability of the design pammelens or the designs for any particular building Beforeum,
the building designer should verify applicability of design parameters and property
inomm ate these designs me the overall building design per ANSI fPI 1, Chapter 2_
Jabvss
Dry
Ply
R85395642
UNIT-17
AIR
�TvssType
Mmwp4N
1
1
Job Reference g^/
Builders rougaace (Carta
,TX),
CartoCbq TX-5806,
6
8. 30s5 262824 Mire M9listr'k,Ix Mon Nov 181150562024 Pagel
ID:WBJaWWk
=mNr MyD4lkRIC2PSB70Hg3NS9Pgn18w3uITXbC.K Doi7J CH
z-168
saa 1-11.
1038 J..
is68 1a1L 2o-11L
2-160
2.b 2-68
1.2EE
2-68 2-68 2-10-0
®@=t34fi
0u 12
3x4- 3xfi= 2xb yd
910 = ya4 5 3[4 - 2xd SxtO =
o a. n 5 1 178 9 10
5x8o IDxt8Mgrom= ]x10= 0%8 sra
148 1038 ls68
s48 s1-0 11.
PIMCOSsetsfXYl- 120.1A0.1-12I
20-DO
s68
LOADING (psi) SPAMING- 2" C81. OEFL. In (bc) VUeft Ud
PIAIES GRIP
TCLL IOn0 Rude Gap DOL 1W TO D87 Ved(LL) Tdo 13 -a- 360
MT20 22W193
TCDL 250 Lumber DOL 1 DO 078 Wm(CT) -0. C1 14 >423 240
MUOR. 16WSZ
BCLL 00' Rep Stru Ina YES WE 074 HopdCT) 014 11 Na No
BCDL 100 Cuba IRC2MVTPI2014 Mabk-AS WIM(LL) 0W 13 >999 240
Weight 111 On FT=205o
LIUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 15E m2x4 SP No 1 m20SPSS TOP CHORD Shudu2lwwtl sheathing directly
applied except end vercak ll
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP go1 aw SPSS'Except' BOTCHORD Rgh ceiling directly applied.
11-14. 2x4 BF 240OF 2 OF or 2x4 SP 240OF 2 OE m2x4 SP DSS
WEB2x4 SP 2SP No 3*rMarC
115.10-11. 2x6 SP 240OF ZOE or 2x6 SP DSS m 2x6 SP M 31
2-15,2-14.912.9-11. 2x4 SP 1650F 15E m2wt SP N01 or 2X4 SP SS
REaU IIONS. (size) 15=0.58, 111SA
Max IT. 15=12(LC 9)
Max UPON 15�(LC 8), 11- 65UG 9)
M.G. 15=2]62(LC 1T 11=2]62(LC 1)
FORCES. NO) - Max Cong.Mlax.Too. -All areas ISO or kss except wtren armed
TOP CHORD 1 15-35854, 2.'7- OTMOZ 3b 60791615 45=-75NR73] 5-6- 7594 775
6-8=5436f!H7, 8-9-543 MD 10- It- -33V51
BOTCHORD 14-15-41 Col TZ14=]8277318,12-13=]351692Z 11-12=%V3143
WEBS 215-125W467, 2-14=-255284B, 314---6151101, 414=15311187, 4-13-3629,
513-�59399, 6-13 2432, 612-1871122], 8-12=EDL99, 312=2712920,
&11=38501428
NOTES-
1) WM: ASCE]-16, W8=115orm (15econd gist) VasdSI,OGRE, TCOL=6 OpsE, BCDL=6 Opsf, h00; BS5ft, L=25H, pave -oft, Cat.
it Exp B. Endosed MWFRS(dFectorel) 3M CC CompK3)zone; caMtleverleft add dghtexgosed C-C for members and area&
MWFRSfirremMLumber L= amma sh; ber DO160 plate gap DO1=150
_� EOFT\�I
��
2) Pvvlge adequate dognage to prevCM water PmOmg.
p ..........Fx
3) Ar pates are W20 plates unless crave,IMogrod.
4) The Muss tes been deemed for 100 Whom live load Ime bads_
a par cMnonwzurtenl with any other
•';
5)' This buss has teen designed for a lime bad of 20 M9 on the bNWm chmd In all areas where a rMdmit,3 MS by 2-00 wade
jr �] /� ArI/
WB TO between me Mtmm chord add am oUe, members_
s) Provide buss to team,NO lb aborts) 15. 11_
/ .... t..........................I
;MARCOS A. HERNANDEZ.,
mechanical connection (by others, or pate capable ofwnmstandon, opm
7) The mass cargo that o chance, a minimum m7116" sOucNmM l wopreparing be applied threat to e by cMzd and l2^gypsum
•••••........................... ea
,L
snpeboIX To applied to directthe bottomrnord
1% 113878 ...:
COR F-12513
November 19,2024
kem fi w nann.�metrnan4n��Tpxga res n mm�nnexnapnpaepP.fip.,.,,re., 3—R.Epar,
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guilders B.Seaee(caue ,TX), Cartago,Tx-soo6,
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Y
R85395643
s 2 ob Reference 'o
8. 30 min yD4lk Tek 7GHq Mon Nov 18115 Doi20Z4 Page CW
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sxs.= ua II .4- .4 II 30= 2x4 II 3x4= and = 3.= .4 II sea= zx4 II
Zed/ p 3 4 s s 22 ] 1 9 10 11 12 13�\\\\ �14
21 20 19 18 17 1. I�
son .10= 8xl2M184HS= .10= IVB= .10= m
47A 8-163 Ho 13
4-]a Cx-11 42-11
Plate Off,cETXY1 19054Eticel
LOABING (psi) SPACING- 2ON C51.
TCLL 10D O P6te Grip DOL 1 W TO D 52
TCDL 250 Lumber PHL 1 W BC 094
BCLL 00Rep Stru Ina YES WE 0%
BCDL 100 Code IRC202111112014 Moral
LUMBER -
TOP CHORD 2x4SP16501`15EMa4SPNo1w2WSP5S
BOTCHORD 2x4 SP1650F15Eora4SPNo1o,2WSPSS'Except'
1S19. 2x4 DF 2400F 2 DE or 2x4 SP 2400F 2 OE a2x4 SP DES
WEBxce S 2x4 SP 113'EpC
1-21,14-15- 2x6 SP 2400F ZOE or 2x6 SP DES or 2x6 SP M 31
REACIDONS. (sae) 21-05$ D,(T5S
tT-3A
21-160
268L
iZll
4fi8
Cldg
OEFL. In
poor,
good
Ud
P--s
GRIP
cool -052
t8
.10
360
MT20
220N93
Ved(CT) -0I0
t8
>452
240
MIMAHS
MW162
HaRCT) 014
t5
Na
Na
WIM(LL) ODS
18
>999
240
Weight 291 to Fr=20%
BBACUIll
TOP CHORD Structural wand sheathing directly applied except end vedlcals
BOTCHORD Rgld ceiling dlredly applied.
Max IT. 21=14(LC 9)
Max uOR 21=62(LC 8). 15- WC 9)
Max Gore 21=3539(LC 1) 15=3538(LC 1)
FORCES. NO- Wax_ CompMax. Ten - All forces250go) orleas excedeach domain
-
TOPCHORD 1-21�3]4$ 2�741&adrrr a=7416060% 5--11142192q 5b 11141 c92$
6-]=120291994, ]A02 =-126996. So- -104]6855, 9-11=104]4186], 11-1Y-b4W/523,
12-13=64WI525, 1115-3140[1
BOTCHORD 2O2i�8W4251, 19-20.830r9(39,1&19=1017111919, 1718=980111544,
1FP=]43/8721l16-16� 527
WEBS 2-21-515W4502-20�OV40 TZ&-l30i5 20=2919253, 419=14111959,
OTO_N W]i, 6-19=t04W105 7-18=4591 &18=40550, &W=-1469Ii45
9-17-4 W 1,11-1]=1A1234511lB—Z49F293, 1216-ti`., 111130513944
1ITS- 4655M12
NOTES
1) 2-0ly Miss to be conceded taeNerwlN TOO! M 131NT-) nails as foficays
Top Holds connected as follows_ 2x6-2 rows staggered at &30 Cc, 2x4-1 mw at 0-7S cc.
Bottom chards connected as Rdimes.2x4- i mw at 0-90 or,
Webs connected as follows 2x4 -1 row at GOD cc
2) All bads reconsidered! equally applied to all plial except mnamal as fiont (E) or back NU facem the LOAD CASES) som n. Plitt,
ply connections have been pmvM H to distribute only loads noted as (F) or (B), unless o0ecang, ndlcefed.
3) Word ASCE 7-16, V rg=1Timing (3-second gist) VasdSimph, TCDL=6 Ol BCDL=6 Opsf, h,O08; BSSft, L=2TR, eav G8, Cat.
ILExp B. Endorsed, MWFRS(directional) add CC Comeg3)ZDnc. canonica @ft add dghtexg05ed C-C for members and sales&
W MFRS erreaclbwM ns sh; Lumber DOL=160 plate gap Di 60
4) Povlde adequate dallNge W prevent water PDndng.
5) All pates are W20 plates unless other indicted.
6) Th. arms leg been designed for a 1D 0 qt bottom chain live load nonwncunent who any 00er page heads
-
T)'Tons truss has Ron desgred fora lees, laid of 20 Mail on the bottom chord In all areas where a rectangle 3bD tall by 2-0O vide
win ill Me Intbmroad add amo0cermembers-
8) Pmvlde medenkal connection (by others) of toss W beaaog pate capable of withstanding TOO lb ugiR atpings) 21,15-
9) The gross design requhes Omt a minimum m 7116" attracting Wood shealMng be applied [heat to the top chain and li gypsum
sheehock be applied directly to We NOom and
' StPSE 0OAF1T F�4s1 �
MARCOS A. HERNANDEZ
....;.....11 3..78....;....
COR F-12513
November 19,2024
MiTek®
Jab
vss
Ory
ply
R1539644
ONIT-II
A03
�TvssTthe
MONOPNCH
2
2
Job Reference/g^/ )
Builders HrslSaaee(Carta
,TX),
Camara, TX-5006,
6
8.30e5
262024 MiTeRM9listr'kS, lx Mon Nw 1811 M 572024 Page'1
ED rBJaWVHk mmNr
MyD4lkR1C2PSB7OHg3NSgPgn18w3uITxbC.K Doi7J CH
2-SA"
4-]3
6613
if. 1.11-8 1.a
111- 111.
hTL12 21-100 24-1. 2680
2
2".
2-11
2-1L 11, 11 -5
11 -5 2-11
214 2-14 .1 2-612
5® =1443
025 F72
2a II
Sx10 = 2. II 3xa - M4 II 3x4 = 2[I g .4 = Sxa = 4Rr = zx4
o a e s e n v a p ran 11 12 13 14
M 19 18 17 16
.11 ME W2 MUMM 3xID= W. 5v8= 4xfi=
b]H 510.3 HTL13 11-38 21-1. i 268-0
RA b2-11 42-11 .11 668 41.
LOADING Ms,
SPACING- 2—
C51.
TCLL JIM.
P61e Ong 00L 1 W
TO .41
TCDL 250
L.. DOL 1 W
BC o]5
BCLL 00
Rep Sme Ina NO
WB 0SO
HODL 100
Code IRCACUT 12014
Matrlx-AS
LDMBER-
TOPCHORD 2x6SP2400F20Em2x6SPDSSm2x63PM31
BOTCHORD 2x6SP24WF2DEor2n6SPDSSor2x6SP M 31
WEBS 2x45PNo 3'Farpt'
1-21,1415.2x6 SP2MOF 2 DE or2x5 SP D35 or 2x6 SP M 31
2-21,2-M I, 16,13d52x4SP165OF15Eor2xa SPNo.ta WSP
REACTIONS. (sire) 21=0.5$ D-0S
GEFL.
(x18)
Vdefl
I/O
PMATEB
Val(LL)
-06
2GP
90
VCFCT)
-063
18
�501
240
M18AH5MRU7
MCRCT)
012
15
Na
Na
WMNLL)
006
18
>999
240
Weight %]Is
Fr=2(%
BRACING -
TOP CHORD Structural wood sheaNing dlre[Ily applied except end Maraiss
BOTCHORD Hgh telling directly applied.
Max IT. 21=14(LC 5)
Max Bpllfl 21=96(LC 4),15-TMLC 5)
fors
ax Dow 21=483](LC 1L 15=4439ULC 1)
FORCES. Ma -Max CMm,, Wax .Ten .- All brce525D Uld ak:ss except gotten sh.
TOP CHORD 1-21-!MW13, 1-2=545/62111398I208, 3-0 1139521045=15a6425%
5b=15a6'N260'o-7=-17073228, 7A=17071229, 8-9=15510255. 011=-151AM56,
11-12-89!e1155, t2-13-8952M57, V3LPI 213NO, 1415=436R3
BOTCHORD 2021=1515453,t9-20=2]0114106, 18-19== 274116843,1718=269N 69$
1,17= 511259015-06 MW4323
WEBS 2-21=]1Sri1 2-20-4hor"44,120=-1495n04-20�2453,L19=262205,
5-1D_gW42, 6-19=1z]ina, 6-18�11281, ]-18=-4l alaz, dia=3f✓aa9,
13A=1554n8 SP15- 596],1YII=31(J]94, tt-06=4]3fl/iCU, 12-16=-52N45,
iSi6=-]35a]2111`.c-5982/135
NOTES
1) 2TIy Wsstobe mnrecledtng ergo 1W(0131'xY) nails as tolbws_
Tap clans connected as Tollo,es 21r6-2 rows staggered a10.]-0oc.
,.M. chords con. sled as Mil. 2.6- 2 cows Maggered at 0-So CC.
Webs cormecl dmanes Mot -1 . a "D OF
2) All bads are considered egl00y al%ritl W all piles, except R roNd as tmnt (F) mback (B) face In the LOAD CASES) section. Pty to
py Connections nave been porean d to distribute on, loads noted as (F) Or LET unless offer verse indicated
3) Wind - A3CE 7-16, VuV 1Murph (3-sxwld gist) VasdSimp; TCD1=6 Opsf, BCD1=6 Opsf, 1,001t B=55$ L4]%eave,4ft, Cat.
IL Exp B, Enclosed, MWFRS unmanned, Cantilever off add dent exposed; Lumber DOL=1 W plate gip DO1=160
4) Coverage adequate Manage to prevent water PonObg.
5) AS pates are W20 glades unless aOrerwase I fflogr d.
6) The buss gas been tleduced far a 100 elf Whom chord live load nommnagroad with any alter INe bads_
])'This Was has goon designed for a the laid of 20 Opst on the boMm Chad In all areas effete a rManwad gle 3 tall by 2-0O e
.5 Fd between Me WMm clwrd ant arty Chat, members_
8) PmvMe mechanical connect on (by OOreed of truss to bCaMg plate Capable Of vaNslanding ND Is upiO adpint(s) 21, 15_
9) This gross tlesgn mWores that a minimum of]r16" armaraalh l wood shelrg be applied bromy to the top cMrd and 10' gypsum
sheeMck be applied M" to We Ntlom Chad
nfinrlap nn nvnc �
pgoA -V"deals,paremeNne,it Rom NoTESONTIollearnedMIExREFERENCEvGERllro1re..,Raaxaa-EOREIcE.
�aoaren-a
ny trend
aelNaearmm waceM as
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r
F PtE OF TF�>t11.
...
MARCOS A. HERNANDEZ:
....;.....11 3878....-*
�anFS��CENSE'0-`,+01
COR F-12513
November 19,2024
MiTek'
UNIT
03 �TmaeTN 2 PIy
b IYJ6, R853956Ed
ONIT-T] R03 MONOPNCH 2
2 ob Reference/gg'onal\,
Builders Fmi3wace (Cart ,TX), CartoObq TX- 5806, H 30mN yD4lk Tek tries, Mon Nov18115 Doi0 Paget
IO ryBJastIVHk uxaiNdif3My001kRIC?PSB]OHg3N59Pgn18w3uITXbOKWrCOoi]JIZIC"H
MO ES
10) Hangegoof Dhca connec0on Oevlce(s) s0all0e pmvAeO ssufficient to suppxl concentat� ba0(s) i100100own add2910 up at 4-]A, and 11 W to clean and 2910 up ffi
f]-38ouicp UON TOe OeslgrvSekclbn ofsucN cmnecllon Jerre(s)IS Ne rgpans2iidy oloNers_
LOAD CASE(S) —lard
1)OeaO+ Rmfllve(staged) LumOellncteas l 00, Plate lnoea5,10O
Unarm Loads (plf)
Vert 1-1E 2W, 15-21= O
Concentrated! Loads (lo)
Vert: 3- lied 9=-1100
Peruro
ea is -.e wan,se.
MiTek®
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t645
toWBJaalJgAIkk mmNr MyD4lkRIC2Pe87OHg3NS9Pgnt 3uITXbGK DoiTJWCW
2115 665 67-12 8-¢3 10-1n9 130-0 152-02 I'd 1¢8d 2t-t1-0 2L1-12 2..2115 2-1-7 2-1-7 211 2-0-] 2-1-] 21 C 1112 2-2-12 2-212 2-2-12 2S 4
Beale=t454
— II 4x5 = 2x4 II
2 3
7
[ 20
21
4.5= see=
025 F12
3. z.4 II 3x4= txe— .4- z.4 II 2x4— 2x411 4. 2. II
19 18 P 16 15
'on =i12 MUMS= 3x10= 3K10= .1o= axle=
L65 8-¢] t360 1]3-8
21-11.
21r.
L65 4-2-13 4113 L5A
438
4 ¢0
LOADING (ps1)
SPACING- i-2-0
Can.
OEFL. n
MR) Went Ud
PLATES GRIP
TCLL 100.0
P6te Gnp DOL ian
TO 042
Vert(LL) -014
iT >999 360
MT20 2441190
TCDL 250
Lumber DOL 1W
BC 059
VCMCT) -047167
>6]5 240
Mi8AH5 18F179
BOLL O0 '
Rep Strgs In0 NO
WE 0 75
Ha](CT) 0➢9
14 Na RM
BCDL 100
Con, IRC20217 M14
Matri
Wirral 002
1] >999 240
WeJgM 540 to FT=2U%
LUMBER- BRACING-
TOPCHORD axle SP 240OF 2 OE or2x55P DSS or 2x6 SP IS31 TOPCHORD
Structural wood sheaNng directly applied except end vetllrals, and
HOTCHORD 2x6 SP 2400F20E or 2n6SPDSSm2x6SPM31
2L-0 Cc purins(600 max)]-13.
WEBS 2x4 SP No.3'ExcepP BOTCHORD
Rgld ceiling directly applied.
SP,8-16,10A6.M 15.12-15 2,4 SP 16 sn't 5E or 2x4 SP No a
a4 SP SS
REACTIONS. (size) 21=0.5$ 149.5d
Max Ho¢ 21=5(LC 8)
Max G. 21=35]4(LC i), 14=6421(LC 1)
FORCES. Bud - Max Com,Was, Ten- All fines 250(N) or less except xTen shove_
TOP CHORD 1-21�OSN, 28]30N, 3-0=8]30N, 4-14666N, 5E=14666N, 6]=1%T5'0,
0111b, 910=i9010N, 10.11=-13CIXJ0, 1112=19W6N,
4590,
12-13=
1213 13914-
BOT CHORD 4879 9 24 1510
t9-201tl19T/, t]-039tl6]62, 161]1119599, iS161/i6693,
1415-OM8]9,
1415
wEBs 63M4 Si9=-2932I,
STS_2`63Bro,2-269MT44,120=-325r1],4-zlk-d0VDO 16 7493]6
bt9=2] 61T1 T-1]�5]N, E-1]=2034N, 8-16=]49809-16=115]N,
94
10.i6=02fi9t, t0-05�962J0, 11-05=-1217N, 12-15=045791, 12d4=9199N
691
NOTES-
1) Spay Ross to he Connected together wet 10d M 131 xT') nails as follows_
"a
Too Holds, cannected as folloaas 2x4-1 roc at 0.9C Mc 2tt6 -2 roars staggered at 0-9L oc
Bottom Frank, onnnected as follRws 2x6-2 Rea, Maggered at 0-9-0 oc
\`l
yore Connected as lo6ows 2x4-1 raw at GAD nc
OF
TF.rq 1�
2) AS Wit are Considered equally app&V to all pp6, except If Iroted oxRont (F) or Oack BN face In US, LOAD CASES) shun Ply to
tptE •
j �,
ply F.MmLRns h. Men pmNtled to distribute only lance noted as or(B), unless Mlrenae educated
G,].• S
3) Unbalanced roof lwe bads R ve been consMerad for the design
A 1
4)LVM: ASCE]-t6;VUR-tt5mph(35ecwtl 9lst)Va5011mph;TCOL=60Psh BCOL=60psf,hl0R;B15$L=27R eavctdft, Cat
�f �• //V w
ILExp B, Enclosed MWFRS mC zone phroeg am CComerCB, caninll night
ever left am exposed C members
-C for berce rs and names 8
................................
MWFRS for examons sheer Former DO1=1 SO plate gnp DOL=1 so
/MARCOS A. HERNANDEZ
5) Provide adequate Manage to pmaent eater Pending.
f.••••p...................... p••••
6) All planes are W20 plates unless Nhelw6e indvated.
T) Thus Ross mas been designed for a l o o psf bMom Chad re, load noncancurnentwith any other late uatls_
113878 yjp
'1�0' �2C
B)' This muss ha511ren ceslgn tl Mr Ne batl ule COBom In 360tae by
ENS,.
E�:•Wl-
a of20opsf on cnwtl allareas wherea rectangle wide
1 .t•s•., \\
11 FSS
val l beMmen the Meo n choN and any o8rel mercers_
NG\�
9) This moss design requires Nala minimum N]fWmenclund wood smeatming me applied directly bate top cmoN and 10'Wpsum
smeemock I, applied directly to ire Whom Chem.
10) Gmphcal 4a representation does nut Cap" Me sitem Meoremallen CRIME pure along ate top andmr bollwn Chad
COR F-12513
Loan CASE(S) Standard
November 19,2024
r nhnaeN on vage2
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•ve✓m
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UNIT-17 HIPGIROER
BaiMv HaB(cn), Caumn, Txss
LOAD 0113E(5) S n0a,U
1) Oeatl+Rml live (harm ) LumOel ln[rea l 00, Me Ina as l CO
Und m Loaes(pin
Vert 1- 146,7-13=-578, 1421=-12
On P
R85395605
3 ob Reference 'o
8. 30s Sep' 282E MiTek stries, Mon Nov 181150582➢20 Pa9e2
ID syBJaWVHk mmN M My04lkR1C2PSB]8Hg3N59Pgn18w3uIT%bGK Doi7J CH
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6 9 R8539646
UNIT-17 A05 HaHHiPGrder 1 J Job Reference/g^/ )
Builders Fimi3aace(Cana ,TX), Conrad, TX - 5006, 8. Wa 262024 MiTeRM9listr'kS, lx Mon Nw 181150592024 Page'1
ID ry01stlVick mmNr MyD4lkR1C2PSB70Hg3NSgPgn18w3uITXbC.K DoiTJWCW
I- 1a 6nz a3 lb
--1100 1sz-1z 1--1.4 21-11L 2a-1-12 26L
5 1-7 z-17 17 z170a1] az-1z z zz1z 2z12z-12 z-z-12 z-Fa
scale=ca54
o iz
as = 2st 3xs = as 3e, — am _ ma = 2. 3xs = zx4 axe = za II
z:4 2 3 a 5 6 a 7 W s RI 10 11 ® 12
Rid
z1 za is 18 17 1s is14
ab- .12- aa8- ROM= aa8- tem 4.
Sx 12 M18PH5=
.1
a65
aA3
4113
t.do
42-13
11ire
a38
21-tt-0
4 5E
LOU OING (pst)
SPRCING-
2-DO
CSI.
Di
n
dec)
Poe0
W
TCLL
100.0
P6te Gap OOL
1CO
TC 0Bt
WMLL)
oU
P
>713
360
TCDL
250
Lumber DOL
1 W
BC 064
Vedi
-067
7
>4]3
240
BOLL
Rep Strgs Ina
NO
WE o 93
Hopi
009
14
he
n2
BCDL
100
Code IRC202111LIP014
Mood,MSWI1p(LL)
004
17
>999
240
LUMBER- BRACING
21r.
a s0
PLATES
GOP
MT20
24411%
Mi8FH5
J&Eii
Wee 482m
FT=2066
TOPCHORD 2x4 SP 1650F i 5E m2x4 SP No 1 or 2w1 SP SS TOPCHORD Sh mi wand slleaNllg directly applied w&10-11 cc puffins.
BOTCHORD 2x6 SP 240OF 2 BE m2n6 SP DSS tri SP M 31 added end veNfals, add 2A
cc pudif¢(t,10,5 may) 7-13
WEBS 2x4 SP No BOTCHORD Fund ceiling directly applied
ce 1 MN oc Madng
REACnoxS. pme) 21-MrB, 1493d
Mai Bra 21-8(LC 4)
Max Grow 21-0]11(LC 1). 14=4655(LC 1)
FORCES. Bid - Mai Comp comaTeo - All forces 250(Ib) or less except wlren sbmm_
TOPCHORD 1 2 1 —30 1114,2 3=1 0i tr3 1623/O, 4�171800, 5{ 17175M06-]=2044vm,
13=2o431AL &o— 16661M, 510=16661M, 10.11=9933N, 11-1Y—MEMp
10121-m94/1]
BOT CHORD 20.21=0)5574 19-200H4401, 17-19119249, i&P0169E0, 15161/13720,
t4-is=eMss74
WEBS 2-21=]31aro,2-20--0/56]2&20di5150, i20-08sv011 9=9I3550, 519=3sv64,
619=280N0, 6-17,QCO83, &1]=0/18]9 &16=-300MN 3i6= "MAST 10.16=0/3809,
1015—MMY). 11-15=450Ms1.12-1=0fiali 12-14-5906M
Ni
1) &pty Ws, to be mnneGGM together yMn im (013INY) nails as ronows
Lou, cdmM, conflated as fellowss 2x4-1 may at 0,7-0 oc.
Bottom cVoids counl4ed as loggers 2x6-3 May Maddened at Di oc
Webs Connected as lotlows: 2x4 - t caw at 0-9D oc.
2)AR Wits are Considered eged", applied to all plies, exceptifmtedasftonl(F)orbx (B)Ma inure LOADCASE(S)se n Pith,
_�� \\�
ply connections have been pro m distribute only mods noted as (F) or (B), mlless otlfefwse udlcetea
tg OF T t
3)unbalanced rroNMo Wads love open comadered for this design.
L\ll
P 'f 1
9St
••••••,••.
4)Wml/ySCE7-1;Vutt=115M,d(&,edm,, )VaMd gm,,b,TCDL=60pst,BCDL=60,,mh WdB=55fi, = I,,eavc=4ft,Cat
j G,gS+ 11
IL Fab B, Enclocad, MWFRS oflope o al), raMlleverleft and light expcei Lumber O01=160 plane gnp DOL=1 W
5) Prundle adequate dralfagefeprevent yarter pondW9
%f Val
6) AN planes are W20 Plans, ef unless oNwse mdYaus!
................................
])Tins gross lads been designed for a 1D O per bottom tivm Inge load nompncufrent with any order age, Wads_
;MARCOS A. HERNANDEZ
Lary tmss has been deslgood oathe r a load or 200Ps1 on the lwtlom chord In an areas wMre a rectangle 3b OO -o We by z-each,
MCI
••••:..................••••;••••
gas rrt betw,en the Whom add any Mlrer members_
9)GapnWM Graphics! pudln representation district the s¢emthe orlentatlon of Me pudalongp an ln along Me cad/or Wtlom chord_
1 11 38 78
i$' •t(]%
1)Hwgef(s)oroMerwnne ndeN(s)shalhplm�MedsNnCl tosuppncmeenMal ad(s)2245mdo Ml3-1Lon
11lo"SS�QNALG„G�
battomtllord The, desgNM selWn of such connecLan devre(s) is the responslblld, or others
,\Zzz
LoaO CASE(s) Standard
1) Dead + Rohe Live Moararreed). Lumber loran =1.00, Plate WOosedi 00
COR F-12513
November 19,2024
nnn,i=n �n non=+
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UNIT -II tl/RmOS
ildrslSaace Builders Fl(Ge ,TX),
LOAD CAM(B) S n0ar0
Un0orm Loa s Unit)
Ve21-13=2 1421= 0
Conceove Locos nog
Vert 17= 2Es(F)
R8539Cano6bn, TX-ISOO6,pO� BE30s Sop L202E MiTek M1T911rtries; Mon Nw 181150 59202E Page 606
2
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UNIT-17
881
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Ja kCluutl
1 1
Job Reference g^/
Builders B.Monce (Carta
,TX),
CartoObq TX-5806,
6
8. 30s5 262824 Mire M9listr'k,Ix Mon Nov 181150592➢24 Pagel
ID:s,BJao JVHk =mNr MyD4lkR1C2PSB7OHg3N59Pgn18w3uITXbGK Doi7J CH
214
439
65-12
8fiA 1073 12-114
244
2-612
2.12
2-612 2612 2-0-0
5®@=t213
a 25 12
as - zta II 3x4 = 2ad II 3.s = a4 II
3 4 5 S ]
4S0
lr 8
12-118
bS0
41-0
43-0
LOAGING (psi)
SPACING- 2-DO
C81.
OEFL. In
(bc) WeA Ud
PLATES
GRIP
TCLL 100.0
P6te Gnp DOL 1c0
TO
029
VeMLL) CUS
3t0 19% 360
MT20
24V190
TCDL 250
Lumber DOL 1W
BC
058
VeMCR -012
S-r >999 240
BCLL oo
Rep Stress mG YES
WB
062
Hoo(CT) 004
8 Na am
BCDL 100
Core IRC2021fTFgMl4
MMUx AS
WIM(LL) 002
S10 >TM 240
WeJgM 70 to
FT=2(Y%
LUMBER-
SPACING-
TOPCHORD 2x4SP1650F15Eor2x4SPNo1w2x4SPS5
TOPCHORD
Structural wood sheathing directly
applied. except
end verPals
BOT CHORD 2x4 SP
1650F 15E or2x4 SP No1 or2W SP SS
BOT CHORD
Mind ceiling directly applied.
WEBS 2x4 SP No 'Except
1-11 2x6 SP 240OF 2 BE or 2,6 SP DSS or 2x6 SP M 31
REACTIONS. Doe) 11=058, 8,Mcclmnlral
Max H. 11=8(LC 8)
Max Bond 11=43(LC 8). 8,-06(LC 8)
Max Gray 11=1699(LC 1). 8=1699(LC 1)
FORCES. (Mg -Max Comp.Mlax. Ten- All Agrees 250 SIR) orF sexcepte en sbowrt
TOP CHORD 111=286Yv6, 2�276&38834=2]6&f1864�265&36], 56=-26571370,
7�26&51
BOT CHORD 1"1i 81/P93, 9-1D-44f✓el1.&9=5&1689
= WEBS 21117&331, 2-10=-14711243, &10—[9&103, 410. 0167.4-9-47!V95
5-9-_RM100, 6-9=15W1298,6 214&333
NOTES
1) W it ASCE 7-16, Vu8=1 i5mph (35eccdd gist) VasrSimph, TCO1=6 Opsf, BCDL=6 Ops. h,3011; B=5511,. L=251L eav —0fl, Cat
IL ExpB,Endo d,MWFRS(deectlmagaMC Comer(3)zone,mMllever.flandrgMexposer CLWrmembersand Wines&
MWFRS%rrea ssbown,Lumber DOL=160plategrp DOL=16o
2) Pon Mr, adequate rraarege to prevent goiter pondin,
;•
3)Tbs trussRsbeen Cesgnerl aiD8pCWHomtl Ilve TOMnomm�curtentwrhm oNrlry bads_
4)- Tbis Wss has been designed! for a Nee lint of 20 Dpsf on the roman char In ad areaswMre a rectangle 3 0Me by 2-OO war,
wall M between Me Whom r:M add am o8er members
� S� OF. TF L\11
_P
5)Refer N girrerts) gathers W buss connectors
6)WovMemecbanealmnne ion(by Mh ) ftmssWWnMp6MrapaMecft»Nst giODbupJMatpint(s)11,8.
'I I
•••••••
j G,zS+ 44t 1)
7)The Me design requVes that a minimum of7fl(T structural rents sheahiM W applied rbetlly to the top chatl and 12-gypsum
f f
slezhock he applied direch, to to Whom chord
/f f
/....:......................:....
/MARCOS A. HERNANDEZ
1...•. 113878 i...
COR F-12513
November 19,2024
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.13
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TCLL 100.0
P6te Gip OOL
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BC
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4613
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BCDL 100 Code IRC2021fTP12014 Matra -AS WIMILL) 002 S10 >999 240 Weg ht 74 to FT-
LUMBER- BRACING-
TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 w 2w1 SP S5 TOPCHORD Sartorial wood sheathing directly applied. except end arrhods
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 w2W SP SS BOT CHORD Mind ceiling directly applied.
WEBS 2x4 SP No •Except'
1-it 7 8 2x5 SP 240OF 2 BE or 2x6 SP DSS or 2x6 SP M 31
REACTION£ (s¢e) 11-0. g rmca
Max H. 11-MLC 8)
Max Up110 11=45(LC 8). 8=47(LC 8)
Max G. 11=1749(LC 1), 8=1T49(LC 1)
FORCES. (Mg -Max Conry.Mlax. Ten- All fumes 250(N) or less except xTen shown
TOP CHORD 1-11=295AR`, 2�2933KMA 3d=293Y,101, 4 2794/379, 56=-2OKV382,
7�283/55
BOT CHORD 1190 0i=293I910= --0621d1&S,fF9=25]/t]31
WEBS 2-111=2290PEUS -10=150/1298, 3-10�NW105,410 - KU57, 4-9�18/100,
5-'Yti`15/105, 6-9=172/1400, 6-8=21]]/331
NOTES
1) Sid it ASCE 7-16, Vu8=115mph (35econd gust) VasdSimph, TCD1=6 Opsf, BCDL=6 Opsf. h�OM1; B=551L. L=25M eaW-Ift, Cat
IL Exp B; Endorsed, MWFRS phortlmag and C Comer(3)zone, caMtleverleft and red exposed CL for menders and roes&
MINERS for readpn, shaped, Lumber DOL=160 plate gdp DOL=1 So
2) Pmwde adequate d2lwge to prevent rater pondmg.
3) This truss has been designed for a 100 per boftom tlw10 fire, load nonconcurtent with any orer live Nods_
4)•This thing, has been designed for alive loll of 200,Won ore Wtrm chord In ad areas where a rectangle 3 0Me by 2-M vide
�� \\
wl®N befween re beagm clam and am Mhec members_
,�E OF Ti �l1
�p. �4
5)Proudemeltan=Imtenectlon(by Wws)mMass toBadngplate capable m withstanding IN016 uplm at pines 11. B.
6) This Mass design requires that a minimum W7/i6" structural wand sheathingbe applied directly ripe top Chem and 12-gypsum
,
j G,J.• St �,
shcehack be applied do" to Vre WBom Chao
�••
/
/+j
/MARCOS A. HERNANDEZ
...... 1 - 1.38.7- .....:....
1...•. 3878 i...
COR F-12513
November 19,2024
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LUMBER- BRACING-
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BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 w2W SP SS BOT CHORD Mind telling directly applied.
WEBS 2x4 SP No •Except'
1-11 ]-8 2x5 SP 240OF 2 BE or 2x6 SP DSS or 2x6 SP M 31
REACTIONS. (.E) 11-0. g rmca
Max H. 11-MLC 8)
Max Uplld 11=45(LC 8). 8=47(LC 8)
Max G2v 11=1 749(LC 1), 8=1]49(LC 1)
FORCES. (M)-Max ry.Mlaforce,Con. Ten- All force, 250 MR, or less except xTen shown
TOP CHORD 1-11=295AR`, 2�2933KMA 3d=293Y,101, 4 2]94/3]9, 56=-2OKV382,
]�283/55
BOT CHORD 1190 0i=293I910= --0621d1&5, 8-9=25]/t]31
WEBS 2-111=2290PEUS -10=150/1298, 3-10�NW105,410 - U57, 4-9�18/100,
5-'Yti`15/105, 6-9=172/1400, 6-8=21]]/331
NOTES
1) Sid it ASCE 7-16, Vu8=115mph (3Seccnd gist) Vasd IBd ph, TCDL=6 OpsU,, BCDL=6 Ops. b�OM1; B=551L. L=25M eavc=4ft, Cat
IL Exp B; Endorsed, MWFRS(d[ecllmaq and C Comer(3)zone, Cantilever left add red exposed CL for menders and forces&
MWFRS for reactions Shawn, Lumber DOL=160 plate gdp DOU-1 So
2) ranging adequate Manage to prevent gager pondemg.
3) This truss gas been designed for a 100 pef boftoor morn Use load nonco trurteM with any orer live Nods_
4)-Trstmss has been designed for a We Imo of 20 Opsf on the Wtrm char in ad areas where a rectangle 3 0Me by 2-00 vide
vie fit between Ne Mtrm char add a, other, members
5) Pmvge me tranzal connection (by Was) of buss to IBeaMg plate capable NvnthstaMmg 1ND Ib uplm at pines 11. B.
6) This Mass resod requires Mat a minimum W 7/16" saucr2l wear sheathing be applied directly Ed Me top mining and 12-gypsum
shceadck be applied directly to Witom chord
YR !1
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
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46x
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LOFDING (psi)
SPACING- 2NO
Did.
GEFL. In
(lore] Vaefl I/O
P—a
GRIP
TCLL 1000
P6le Grip DOL 1 W
TC
O50
Von(LIT) -20
12 >]90 360
MT20
220/193
TOOL 250
wmMr DOL 1 W
BC
062
VorgCT) -a 37
1z '. 24.
BCLL 00 •
Rep Svcs Ina YES
WE
0%
Hoa(CT) 009
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BCDL 100
Code IR=lUTP12014
Maim
-AS
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iz >999 240
Weight 101 to
FT=2(%
LUMBER-
BRACING -
TOP CHORD 2x4SP1650F15Eor2x4
SPNo1w2WSPSS
TOP CHORD
Structural wwa sheathing directly
applied, except end verllcak
BOTCHORD 2x4 OF
24WF 2WF 0E or 2xd SP 2420E or 201 SpOSS
BOTCHORD
Rgad ceiling dlreNy applied.
WEBS 201 SIP No3'Exrepl•
1-14S 1026 SP2400E2()Eog x SP OSScr26 SPM 31
2162-13N 11.8AD 2n4 Sp
1650E 15E a2x4 SP No 1 a2x4 SP SS
REACnoxs Pave) 14-n , 1G G5C
Max IT. 14=11(LC 8)
Max Upllfl 14-WITO 8). 10=52(LC 9)
M.G.14=2452(LC i), t0=2452(LC 1)
FORCES. (10)-Max; CompMaxkmm .Teo -All floe, 250 go) or ss except earth sh_
TOP CHORD 1-14=.915 E254&Kt5313 IK1/534,4-6064575,S 60636]],
6-7�`M48i, ]�4%3/4N3 RTS` 299/49
BOTCHORD 1&14=363/2943, 1213-6&V582],1192-643/554q 1GA1�535
WEBS 2-14� W/41],2-13=-231/2343,3-13�3L94. 4-13=1294/169, 412=]293,
5-02�52192,6d2-ti`6Ti58,F11=i54]2o3, ]-it=S32193,&11=2482426,
8-10=3220/390
NOTES-
1)Wind ASCE]-i6,Vu8=115mph(15e[Cnd gust)%ocdSimph.TCOL=6 Bpsf, BCOL=G Igof. h=M)k B=55$L=25ft, eav Oft; Cat.
11 Exp B. Enclosed, MWFRS haragowg add G Comer(3)zone; caMllever left and night exposed C-C for meters and Maces&
MWFRS harrearron amber shared; LumOOL=160 plategap 30160
2) Provide adequate Manage W preph vent eager alog.
3) Ths truss lea been dearer! fora 100 psf Short droN live load nommncunenl with any other live bads_
p.
4)'This tmss Nos been Designed! for a See load of 20 Dog on the bottom choN In all areas where a cchangle 3 d8 by 2-DO vide
j G,2S+ 4p �(
wN M beho en Me Meom clroN addany other members_
/
.;R
5) Pmade mechankal mnne=n"My Mherst of buss to beanilg plate mpable of wMadahing 1001N uplift alpmt(s)14. 10
�+
6) This truss aesgn requlres that a an hough W71TV'sloctural wood sheathing the applied direHy To Me lap chM mand l2"gypsum
/•••......•.................:....
sheewx oe appred already to the Whom chord.
/MARCOS A. HERNANDEZ
....1. -
.38.7- .....1....
1
1...•. 3878 i...
1
COR F-12513
November 19,2024
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IO WBJaaUW k mmNr MyD4lkRICyPSB7OHg3NSgPgn18w3uITXbC.K Doi7J CH
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215 5®n = t381
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lab 3= fix" 3.1 - 2x4 �� lab- xal
4 1
32I= 2x6 led
L4 2 3 I 9 5 fi ] 15,40 8 ISO rA
1.17 16 15 14 12
iff
34- .1o= 3x(r= .1H= .10= xant 3"
4.1 .1 ".a 1e112 23.
.1 42-t3 42-13 1412 -02 3-9-8
LONOING (psi) SPRCING- 2-DO C51. OEFL. n (lac) Poe8 W PLATES GRIP
TCLL 100.0 P6te Gap DOL 1 CO TO 015 Vert(LL) -0 W i5 >999 360 MT20 2441190
TCDL 250 Lumber DOL 1 W BC 034 VmMCT) -011 t5 >MM) 240
BCLL o0' Rep Strgs mO YES WE o42 H.ACT) 004 t3 Na n2
SO
DL 100 Come IRC202VtP12014 MaMbAS WwNLL) Go 15 >999 240 Weird 1051n FT=20%
LUMBER- BRACING-
TOPCHORD 2x6 SP 240OF 2 OE or2x55P DSS or 2x6 SP IS TOPCHORD Shuctumlwoom sheathing directly appliedexcept end arabals, and
HOT
CHORD 2x4SP 1650F15E or 2x4SPNo1m WSPSS 2L-0C,,mIws MT,0max) 7-11.
WEBS 2x4SPNo.3 BOTCHORD RgM ceiling directly applied.
REACTIONS. (size) 18=OSE, 139
Max Houx 1"(LCw
Max UPIR 18-L (LC 8). 13-149(LC 9)
Mimi 16=2353(LC 1), 13=3621(LC 1)
FORCES. (in) -Max ComplM. Ten -Alltorce5250(HnJorkssexceptemenshmm.
TOPCHORD 1-18-37D49, 23 634/3983d--4 WMI, 45-ti`844/485,5 584TMBB,
&]—V331292, ]�432]293, &9=24N813 TIO, 240I843
BOTCHORD 4-18=2]42]96,1&i]=49V5492, 14-15—MOMM00, 13-14=9 119,1213 274/90
WEBS 2-18�31 Sol%2- IT, -169=.T1]-�i3 5' 41]=110TMDG, 415=1L446,
5-08ci51RJ4, 61�79706, 614 1274/179 714= MGM . &14=-246cM70,
8-13-3581c399 313=-92W132104 = 99210, 1012- Mixon
NOTES
1) 3,4, Tons
to ne conrreRem to wourwNr 10m (0131"x3") nails as rNbws:
Top rlmrds conneciM as holidays 2w-1 rax at Gigo m. 2x5- 2 rows staggered at 0-90 oc
BottomchoNs ! as logetl as rollows one
- t RO at 0.9-0oc
Wens donne tem as re ff equally
2x4 applied
mw al &9D oc.
2) A9 bads arecorts- it pronappliedtoallteoexceptRratedas Fman )or(F)or Hack em)raceeiare LOAD CASED)seuo Pty to '
plyconductors
ASCE7 nave been Pmvltledto edlsmhut)Vary loops
91hnoted D(F) Or(B),unless Muw.lbendiceted
3)ll iExpSCndiffeVun=ERSdierhouonmgust)CompUBzTCDL=6eyer;mandmtexmFOR, C C MT L=mbers and drops � S..OF7F �>tl
ILExp formaseq MINERS (Lumber 01,1 CL Ctegnp OL-1 raMlleverkft and ngnlexposed C-C for members and firces8 �p,..•••••••.,,x4 1
MWFRS adequate dm get; Lumber DOL=16nifing gap OOL=160 j G,2.• s 11
4) Thin
adequate nrnrage al graph[ rater pon m c
57 Ths Nrss les been desgnetlr«a10Dpsf Whom clroN live load nomm�curteni with any other live barns_
6)- This Bass has been mesgrred Mr a Wit of 20 Opsr on the,Co[bm chain in au areas wMe a rectangle 3b tal by 2-DO vnde %•*•1•....................... ��
em ill between the betbm chow am am otlra memners_ �MARCOS A. HERNANDEZ.,
7)Pmvlme memamcal connected (by Otwn) of truss m bearing Plate capable of vnNstaraing ioo lb uplift alpiw(s) 18 except (VIM ••••;••••••......••••••.........
11149. I 113878
8) Thin truss design requues Nat a minimum of7116" shlxWml wood sheathing be applied dhedly to the by chmm and 12'gypsum 1.Op' •t(F%
sheebock be applied mrecty tithe mnore chow (1 O,r; :. CENSER+'�1�f
9) Graphical purity mpreseManon does not depict the sere Or the Oroffla4On of Me puffin abng the top and/or bonom chow. 11 %
� �ONAIE�—
COR F-12513
November 19,2024
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PLATES GRIP
TOLL 1000
POLL
Rate
COR F-12513
November 19,2024
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14 Idh a
sa4 14
LOADING (pst) SPACING- 2-DO C51. OEFL. In (bc) well I/O PLATES GRIP
TCLL 100.0 Plate Gnp DOL i c0 TC 024 VEMLL) C M ] >999 360 MT20 24,V190
TCDL 250 Lomcer DOL 1 W BC 031 Ve3l(CT) oM ] >959 240
BCLL 00Rep Str,a Ina YES WB 047 Ha](CT) 002 6 one oh,
BCDL 100 Code IRC202VTP12014 Mabri WIM(LL) 0.01 ] >999 240 WM ht 5810 FT=20%
LUMBER- BRACING-
TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w1SPS5 TOPCHORD Stormont wood sheathing directly applleQ except end YMUCls
BOT CHORD 2x4 SP 1650F 15E Mao SP No1 oa W SP SS BOT CHORD RlgM ceiling directly applied.
WEBS 2x4 Sp
No.3'Excepl'
18,5E 2,b SP 24C0F20E m 2x6 SP DSS or2x6 SP M 31
REACTIONS. (.E) 8=0.5$ 6=0.
Max H. 8-](LC 8)
Max LIMIT 8-34(LC 8), 6+8](LC 8)
G Max 2v 8=1361 UC 1), 6=1361(LC 1)
FORCES. ga-Max Cou lax. Tert-Allfirce5250 (N)orF sexcepl xTen snowrt
TOP CHORD 18�2159,23=18462T/,3-0=t845/281, 56�13/68
BOTCHORD 78=25411431(c7 ZVH358
WEBS 28=16 :2-]-10/511,37-6011134, 47-4i&614,48=161W2MO
NOTES-
1) W it ASCE 7-16; Vu8=115mttmd ph (15gust) VasdSimL=6 pn, TCDL=6 Opsf, BCD0psf, n-�f' 0R, BS511, L=25ft; save —oft; Cat
IL Exp B; Endorsed. MWFRS (deecOm¢q and CL CoUrISM) zone; raMlleverleft and ngnlexposed C-C nor meiMers and Minces 8
MWFRS fin reactors shown, LumOer D01=1 W plate gnp DOL-1 SO
2) Provide adequate Manage to prevent rater handling
3) The Mass has I een designed r« a io 0 par Whom clroN live load nommncurteat with any other Irve bads_
4) - This MISS has teen desg Vrora We lead of 20 opsf owMchord
nthe lm choin an areas whore a rectangle 3b0 iae by 2-Do vide
will IN beMmen Me WMm clroN add on, ollw members_
5) Pmvlde mechanical connection (by orders) of truss W teoung plate capable of withstanding too II, uplift alpml(s) 8, 6.
6) This puss design requires Nat a minimum of 7116" sNxlural woM sheathing be applied directly to Me top cMN and 12° gypsum
slreebock he applied 'I" to the NOom chord
PAGE Mac — 1�3 BEFORE USE.
PtEOF , >t11
.�I
...
n..
COS A. HERNANDEZ
..........................
113878
COR F-12513
November 19,2024
MiTek®
Ty"
ON
7 CIE
UNIT
Builtllers Firsl3aace (Cart6kIm, TX), Carto6bq TX-IbO 60POCHSVPPIX2TEV Bti30s3�I62024 MiTeKlfdlistrieS,Ix Mon Nov 1811i1➢22➢24 Pag3e9'65d
ID:WdUaetIVMk =mNr MyD4lkRlC2Ps87OHg3NS9Pgnt8w3NTXbC.K Doi? JCH
10EA
IDES
025 12 San!=t171
zY.4 II z.4 II .4 II
6-
1
Ala= 2 3 hfi= 4 5 6
L
II
n n
12 11 t0 s s
6.a= fix0= rill 6.s= ml
1058
0E8
Plate Olfsels (XY, 903803-OI ft10.'1-803-0I
]
W=
LO DING (psi) S-F NG- 2-0 C51. OEFL. In Bea 1= Oil
PLATES GRIP
TELL 1000 Plate Grip DOL 1 UpTC OSO VMhLL) Na - Na 999
MT20 2"190
TORT 250 Lumber DOL 1 TOBC 016 VMbCT) Na - ate 999
BOLL 0 0 ' Rep Stress Ina NO WE 072 Hoa(CT) -0.01 ] Na Na
BCDIL 100 CWe IR=VTP12014 Nardi
Weight 591b FT=20%
LUMBER- BRACING-
TOPCHORD 2z4 SP 1650F i 5E a2x4SP No 1 w2WSPSS TOP CHORD Structural wwtl sheaNing Milady
applied m6-0-0 oc p pins,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Not aw SPSS except end veNce15.
WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied or 6-0-o
co, bracing
OTHERS 2x4 SP No 3
REACTIONS. All deadngs 1064,.
(Ili)- Max Ho¢ 12 TC 23)
Max Up1M All up8R 100 It or less atdads) except l2--BWLC 2]l,]=-99'$LC 28), 8=999(LC 2]),
9=1040(LC28),lD 11 9(LC27),ll�B(LC28)
Max Grav Ailreadiom2501borks al)oiM(s)exrep[12=963(LC32),]=1W2(LC31),8=1132(LC32),9=116gLC
31),10=1181(LC 32),11=1014(LC 31)
FORCES. GO, - Max Can, awax. Tod. - All Masi 250 Vid or ICS except typed Mr.
TOP CHORD 1-12-867/8581- I05104],23- 336EM1, tT=4I518344-.3711XIT
5b 48r542
BOTCHORD 11-12—TWR84, 10-11 41l336, 3t0 8I882, 8-3-.M1]d/3]3,]A=930.'929
d 1 WEBS 50961083, 19= Matl49, 340=1155M 142, 2-11-6111152, 1-1 =I357/1363,
11-13=13MY1405, 1}-0534/1539, 5-0=134111346
NOTES-
1) Woo ASCE 7-16; W11=115mph (lse xxnd gust) VasdSimph. TCDL=6 OpsE, BCDL=60psf, tr=lOfl; B=5511, L=25R, eav,,2N; Car
11; Exp B. Encbseq MWFRS(dtMlorel) and F Comer(3)zone, cantilever oft add right odscoxd CL for meters and Index&
MWFRSPorre dmssha ;LumWrDOL lWpi1egnpDOL=150
\\
2)Tmss cesUm MrmWm dsin n planeormews onN FornWseyosedtnwmd(ro itoMerace)seestamammduwy
SE OF Tt
GaWEMD i5asapplicaMe,orconsRqua11fiedbuiMingdesigtrerasp ANSVIPII_
p. •,
3)Pvadeguale Mandlio prevent eater pondeg.
mide
4) Cable requires continuous boBom Chad be MIT
�jaMJ�j
57 TmssmcerulrystieaNed from ore race orsecurery braced ag-nst 5te21mwementpe_ dragonalxeo)
6)liable sdds spat tat 2-0L oc
]) This puss lax been desyned for a 100 Whom Chad! live load nommircanent with any other Into beads_
/... A .........................../
/MARCOS A. HERNANDEZ/
psf
b7'mswss has been desig V Mr a Ina, lend or 20 opsl on ma lntdm chord in an areas typed, a rectangle T60tab by 2-0O vnde
••••;••••••••••••••••••••••;•••.
wie nt between Me beftom mod am am Mlle, members
1 11 38 78
9) Provide memanzal correction (by ordered) IT Met WL mg plate capable N wthslaMmg 8941n uplft at pint 129931t uplift at
y�o: TyC E�O••44 /
ENS'�L
joint], 9991n up§8al)oint 8, IW01t uplift atpint 9, 1 Met M uplift alpnd 10 and 868 Itup8R at ant fl.
1 .n`•. �\1
1, ``Ss/arias �'
10) TMS Wss has Won designed for a total drag load or 300 PITWe DOL=(1331 MGM gdp DOL-j133) Conned Pass to resist
dmg beads along IUOom chad Bum blab to 1SAN for 3000 pit
COR F-12513
November 19,2024
Aeo fi v nMnp.�metrman4n��Tesa. res a Ln�annexnaenea,eP.6e.,.,,m., ,e�anense.
Mill
ny
ma 9ueace regatitl�
u
i
bsoayen e�a
,,daCxM,MnnCompon,,ASxoylammxbo
Mrei5lnlldr.s—
on. PlY
UNIT
Builtlers iSaace Un(Cart F01TX), Carnation, TX-15006,Ty 8tiWs Sol' -162024 MU`Vdlis1 , Ix Door Mon N181151032024 P.,'655
ID:WBrastIVHk =mNr MyD4lkR1C2PSB70Hg3NS9Pgnt8w3uITXbGK Doi7J CH
0.1-8
H
t 352
143 11 4x5= 1i[] 11
3z6= 5x6= 46= 3x4= .= l5xl �� .4= L4= 311 FP- Son art=
1 2 3 4 5 6 T 8 9 18 11 12
4rfi= 5vb= 4x5=3ap MI.. FP= 1.3 II 3x4= as, 4x5= Sxfi= 4L=
bb SP=
3.4 _
IST 1" i 1. 13-1.
i 1s"
1e2-0 Al-0
• 2-od z6U 2TT S30
2$0
1. 2-1.
Plate Oflsets(XYl- 15TATEdl R3E,k H111]&1-0ECoel 124 &1-0 T11 1250-1d 0141
LOADING also
S-CING- 2-0U
C51.
OEFL. In
(bc] VUefl t/0
PLATEB GRIP
TCLL 600
Plate ShipDOL 1 DO
OT9
Vaf(LL) -031
P >BIX4 360
MT20 220N93
TOOL 250
LumCec TOIL 1 TO
BC 0%
vcrduT -058
1617 >425 240
Mi8AH5 169/162
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 sOeaNing
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 20E a 2x4 SP D55(flat) BOTCHORD
Rigid telling directly applied! or 1" Doc Draping. Except.
WEBS 2x4 SP No 3(nag
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 1710Ni-YRM05E=5780N, 61=-578000, 7S539M,
&10=631", t Ot t=-2556U
BOT CHORD 22-23-M472, 2122,Q3588, 19-21=N6997, 18-12N578D 1718=0,5780, 16-II-03122,
1S16 rp5gra 14-15-W3585, 13-1&tN1473
WEBS 11-13=-208C/02-212079/011-14=6V16102-22=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 7-17=249(469, S18=-1171257
NOTES-
1) Unbalanced Bocalive loatls lave han consMaa rartlns aesgn
2) All plates are MT20 plates unless critical in flared
3) The FaOnca ion Tole2nce al)onrt20 =11%
All
4)Recommen02x5sVagCacks0 ar , onage, spacet" 0 aa araste oto each 8usswth 3-100(013l'X3')
nal5
2-1
Strolgtlad s to he attached to walls al Ncti order erds or restrain by other means
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss
Dry PIy
R85395656
UNIT -1]
F02
�TvssType
Flom
t]
1
Job Reference g^/
Builders Fimi3aace (Carta
,TX),
CartoOloq TX- 5006,
6 Mon Novt811i Paget
8. 3mm
ID ryBJastIVHk �mrnNrMSMy041kRIC2PSB]OHg3N59Pgn18w3uITXbC.KWrCOoi]JdzIC"H
MyD4kRC?NB7GH 3NS Doi4
.1.
HH}al
17. 1� 6 R
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- 3x15 M189MS Or
13wu
zsaa
13
laau
Plate OYfsets (XYl-
15EMe.0.1-0I 1300.1dOT-AI 1310.1-0.0.14I
LOADING (psY)
S-CING- I—
C51.
OEFL. I.
I-) one. Y/tl
PLAIEB GRIP
TCLL 400
P6te Grip DOL 1 DOTC
085
Vetl(LL) -051
22 >6% 360
MT20 220N93
TCDL 250
L n1or DOL 1 W
BC 062
ver(CT) -0%
22 >329 240
MISAHS 169/162
BCLL 00
Rep Stru Ina YES
INS 070
roa(CT) 014
15 Na "
BCDL 100
Card, IRC2021RP12014
MaYmS
Weird 14]10 FT=20%E 11%E
LUMBER- BRACING-
TOPCHORD 2,4 SP 165OF 15E or 2x4 SP No 1 Sol SP SS(flA) TOP CHORD
Shudulal word sheathing UlreM applletl m2-2-0oclhrins,
BOT CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or Sol SP SSNCa _.Pr
except end veNcels.
17-27 W DF 2400E 20E or 2x45P 2400F20Ew2x45P 055(flaY) BOT CHORD
Rigid ceiling direay appllel or l OO-O cc Oocig
WEBS 2x4 SP No 3(nag
REACTIONS. (size) 29=053, I5 S
Max Gov 29=131 WC 1). 15=1315(LC 1)
FORCES. (Ih) - Max Con,aaho Teo -All faces 250 BID) or less except when shown.
TOPCHORD 2�225;eo3 3945N,4b=-5185o 5E=S96,ME67-4a M,7S433N0
8-14=596M01O11-51"vg 11-12a944/012-13=-2252/0
BOTCHORD 2829=0/1268, 26-28� 200, 252 01466224-2.cw56n. 2124=0/G24522-23=0.6245.
21-22=0I6245,2021=016245.19-20 W5677. 18-19,W166116-1 8=W320D.
1516=011269
WEBS 2-29=992/0,2-28 1462&28=1409/O.b2 0/1108,426= M6N, C25-0/]]8,
5-25=T31I0 5-24=N428'&24=-006/0 1315=1]9DIT TT16=0/1462 12-16=-1409N,
12-18-0111 07,11-08=106660, 11-09=W778, 10.19=731N, IIT 0.0/427, &20=406/0
NOTES-
1) All plates are MF20 plalg unless othetw5e InOttateO
2) AO plaes are 3x4 MUDwk:ss o arowee nMlca(etl_
3) Recommend 2x65Mm]Cacks, on age, special al 1" 0 oc as Paste dto each tress adh 3- Told! (0131°X3")nal5
S.cimparoes Inhe38aclre0 to walls al their order ends a dendona by other means
\a'ea
m ms
a) BARTON. Do not elYmss baclrwa
: c OF
:.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jab Tn« None Type
UNIT-TS N/III FF003 To.,
Fi Builders rslsaeno ,nee(CTX), Carre on, TX- 5006,
I oo 11 3x6 = hd = 19a 11
i z 3 a
1ZN 7-1
14 13
3xd— .= 3.
pry Ply
/g^/ ) R15395151
3 8. WsS 1262024 MiTeRM9listr'kS, Ix Mon Nw 181151042024 Pagel
ID syBJaoaW,k mmNr MyD4lkRIC2PSB7OHg3NSgPgnl 3uITXbC.K Doi7JI0.ZIIW
1G8 r1a
5 ge-1221
uc+ II
3x4= as= 36=
IS
12 11 ID
1.3 3A1—
2-]-0 a-2-0
ta80 1.
2-]F Sfi8
2. 1. '
Plate ORsets(XY1-
50.18 E6x1 ft30.1A EMeL N60.1-0.0.1b1
LOADING (psi)
SPACING- 2-0U
CST.
DEFL.
In (bc] Vtlefl t/0
PLATES GRIP
TELL 400
P6te Grip DOL 1 W
TC Od]
Vert(LL)
-0091i-12 >9Y3 360
W20 2"190
TOOL 250
Lumber DOL 1PC
BC 0]9
VeA(CT)
-OP tt-02 >955 240
BOLL 00
Rep Sh Ina YES
WE o41
Hoa(CT)
003 9 Na Na
BCDL too
Code IRC2 l P12014
MaImS
Weird: 721b FT=20%E N%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Eora4SPNo1wW 2SPSSUdd)
TOP CHORE)
Shuctudil wood sheath, directly applied w6-0-0 oc pudins,
BOTCHORD 2x4SP1650F15Eor2xd SPNo1 orw SPSS(0 )
except end veNcels.
WEBS a4 SP No3(flat)
BOTCHORD
Rigid ceiling directly applied or 10.60 cc ancig
REACTIONS. (size) 15=0.5$?-0 B
Max G2v 15=992CLC IT 9-984(LC 1)
FORCES. (Ib)- Max Comp Mlax. Ton - All forces 250 IS) or less except wlren acted
TOP CHORD 21 1453N, 3 2345N, 4 5=234510 Sb=-MIAT 57=14NM
BOTCHORD 1415COB84,1&14=111993, 12 IYDV345, 1112-TaM5, 10.11-02IX15, 9io-0512
WEBS 7 9=128610, 215 128010. ]-00=008]1, 2-14=N846, FID=799I0, 3-14 T(T
6111/ &13=00650, 51"ODM0, 413=-29=
NOTES
1) Unbalanced floor We bads Save been consxJered for the desgrt
2)Recommend 2t6 shm,Wole,, on age, spoced al 1Go 0 do and Rdte Wtoeaon buss voth 3-100() 131-X 3")na05
Sddgbaos to be a8acbed to walls at Neh order ends or hadoined by other means.
3) CAUTION, Dr .rot erM Vrss backwaNs.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
ro ea s wan,se.
Mill
1e
a
Jabvss �Tvss Type
UNIT-TS F04 FLGOR GIRDER
Builders Fimisnuve(C— ,TX), Carreft ,TX- 5006,
0.1E
H I�. I 2i,
ply Ply
) RI-5151
1 8. 35 s Said 62024 Mi .2 4/g^/ strieS, Ix Mon Nov 1811 M 342@4 Page 1
ID:WBJaaUgDk r mNM Myp4lkR1C2PSB7OHg3N5gPgn18w3uITXbGK 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 \\\
3010
VIh�$I�
23
27 2'
25
ZO
23
22 21 2a 19 1. 17
15v3
3ei -
3a4 -
d'4 - 1 SC, 3i4 c 3%4 c 34 -
3. FP=
1.3
}9g }
3S 12
22-54
1a812
Plate Offset, CK Yl- 15"0 112601d Friend 290-18.0zu two 1A
LOADING (psi) SPACING- 2-0 CST.
GEFL. In
(bc) Vdefl t/0 PLATES
GRIP
TCLL 400 Plate Grip DOL 1 W TC 015
Val(LL) -0 W
20 >959 360 MT20
244/193
TCDL 250 LumOer OOL 1PC BC 043
VMRCT) -014
20 >999 240
BCLL 00 Rep She's Ina NO INS38
Ma(CT) 003
16 ma WS
BCDL 100 Cade IR=VTP12014 MatmS
Weight 3121b
FT=20%E 11%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(8A)
TOP CHORD
Shucluml wootl sheaNing directly applies m6-0-0oc purllns,
BOT CHORD 2x4 SP 1650F 15E N4 SP No 1 a w sP SS(8a)
except end veorals.
WEBS 2x4 SP No3(flat)
BOTCHORD
Rigid ceiling dimay applied a 6D0 oc Mating_
REACTIONS. (size) 25=0.5$ 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 shown
TOP CHORD 1-28� 02 2-YWIKG,3 C1982,45IX198$ S 7895T4, 68=2568M,
B-�U"C 910 984N, 1011�929'0, 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
18n=W1230
WEBS 2-281/804125=6N -124, 326=0/]4Q w 1416=-i6N, 525=-196VT iin=Wi239,
5S4 J= 616,12-1116M.6-24=1553A,12-181/r11823=W1086, 11-18=647M,
823=1013M, 11-19=-14WeZ 822�11, 1819=245253, 522- 703U, 2-26=90810
NOTES-
1) Fastentmssestogetnertoanasasirgleunkasperaaedamindustry&W.orloadsaretobeevensappl dtoa1Ia
2) un glanced Moor me loads nave been crosAered for this desgn.
3) A8 wilds are 3x6 MUD unless Showed managed
4)Recmim omend 2x6 srgbacks, on edge, spaced al 1" 0 oc and faste alto each toss wM 3-101(0131-X3-)nal5
sarroalos to he 3Mached W walls 9 Men hall erg or restrained by other means _���Fr;.�"
Hanger(s)or Ma tome[nd devke(s) shallcemvidel sulsol to su,mit mncemrated roed(s) 495 lb dram at 024 on top SE, 1
cMo. The do@msHMbn a such 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 ytcrease=100, Piano Irrcrease=l 00 /. M ••........................ ANDEZ:
uniform VML1plg /MARCOS A. HER..... �
Vert 16-28=-20, 1-15N130 /
C .Rated Loads IS) /1 11 38 78 .tr2 �
Vert 1=4WF) (l '•.. L.._.._e0 .<6.r`_2 e
COR F-12513
November 19,2024
kemnaffi. v nap.�m.trnafin��Tesa. res n aaea.nexnereneaeeP.ae.,.,,re., ,racheUse,
MiTek®
ny traog
wsce 9ueanbe—ptle�..
u
rysG
d1. w,. ouad,acily cn amtiwnalmm'.Pinstunl
and acsl BeNma C-p-arn semna lnfeeaden �pue rmmve s6uMefinugoompmeal path. �Ovw+r' eomm8enaom)
.,s]ss3'alarG➢s—
Jab i5ss �Tmss Type
DNIT-TS FOS Florc
Builders Firslsanea(Cen ,TX), CaoaNbn, 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 ) R15395151
J.
4 8. 30ssad62024 MiTeKlfdlistrieS, Ix Mon Nov 18115105 2024 Pagel
ID:ryBJasMVHk a mNr MyD4lkR1C2Ps87OHg3NSgPgn10w3uITXbC.K Doi7J CW
I aT� am
... -It lfi
iva 11
3x4=
3x4=
4x5=3xfi FP=
4xfi= 3xa=
6
]
8 9
10 11
22
ifi 15
14 3
15x3 g .4=
46= 4x6=
46=
2-7A S1E 16160
1. 15-1da
18AE
2] 8 .4n `mod
Plate Offa,afXY1 60.18E6x1112E1.01-8111]01-0ECue1121 E(XlT(1220-id0-1A1
1. 2-Ad
2 e p
LOAOIRG (pso
SPACING- 2-0U
1
C51.
GEFL.
In (bc) VolLATEB
GRIP
TCLL 400
Prate Sol DOL 1 W
TC 0]9
Ve4f(LL)
-0T2 i5-06 >959 360
MT20
220/190
TOOL 250
LumMr DOL 1 W
BC 0]8
VeA(CT)
-041 t'JS >545 240
MISAHS
i6Wi62
BOLL 00
Rep Stru Ina YES
WB 067
Horz(CT)
007 12 Na Na
BCDL 100
Code IRC2021RP12014
Ma1mS
Weld: 98IS
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Eor2x4SPNojog WSPSS(8A)
TOP CHORE)
Structural wood sheaNing directly appllM or4EA oc pudins,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP Noo 2W SP ,gal) _.PP
except endveNcels.
12-19. 2x40F 2400F 2 BE or 2x4 SP 2400F 2 OF w 2x4 SP DiBOTCHORD
Rlgld ceiling directly applied or 1" 0 cc hradn,
WEBS 2x4 SP No 3(8ag
REACTIONS. (size) 21-05$ 129 S
Max G2v 21=13MC 1). 12=13]5(LC 1)
FORCES. (to) -Max Carl Ten -Aliflacel goorkasexceplwlren sM1mm.
TOPCHORD 23 219IN, 3-0 ,VVD, 1=-458W)O5 -= 59291,67-458/0, 7S 3696q,
&10=223]N
BOTCHORD 2021-G 252. Ul 20�083,1718=N4200, 16-1]CPHi82 1S16=UM58$ 1415,014240
1&14=0-114,12-13-OM307
WEBS 1012-1CR02-21=481,UN, 10.13=011383, 2-20 141]l813=130310,&20=131]N,
8-14 5418=a840.]-14—m0N,4-18=821/0,]-iS-Na63. 417=0O99,
'J5 P/11]. 511�37N
MOTES-
17unoalancednoN
orlieloadsnacre0eenconskler rorthisde n.
2) All plates are MT20 plates unless omwSe collared
3)Recommend 2v6 s0myoacks, on edge, spa[M at 1"0 m and late tl to each Noss vnN 310d(0131-X 3')ral
StrongoaGs to oe Wastedto walls or door order e1Ms m restrained! by Nhermea�.
4) CAUTION, Do nN e tl Noss oack¢ards.
MANGOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
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TIT
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2
3
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1A
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PMIe ORuts (XY1- 130.1A£tlael Do 0." 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
0Zr
BCDL
100
Code IR=lRP12014
Mardi
LUMBER-
TOPCHORD 2x4SP1650F15E or a4 SP No1w2WSP SS(8A)
BOTCHORD 2x4 SP 1650F 15E 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=0ifi76,1112= 1434,10-11-011434, SI0=011 W2, G9-0O06
WEBS 6> 995m, 2-13=97wo 6-9=01564, 212=0157$ S9=471N, 312-540.0
OEFL. n
Ik VUefl " PIATES
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
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Reference/gglonal\,
Builders Firsl3aace(Cana
,TX),
Barraged, TX- 5006,
8. Ws Sw 2024 MiTek M1��91g1 tries, Arc Mon Nw 181151062024 Pagel
IO syBJaoad k axmNr MyD4lkR1C2PSB7OHg3NSgPgnl0w3uITXbC.K Doi7J CH
SmR==11Yfi9
I. II
1 2
13 12
10
]A 71D
2-]d 68A
Plate ORsetsfXY1 13D 8E&CI EO01Jt Eduel [140,18. 14fl
LONGING (psi)
SPACING-
2-0O
CST.
TELL
400
P61e or, OOL
1 W
TC
0P
TOOL
250
Lu DOL
1 W
GC
031
BOLL
00
Rep She Ina
YES
WB
025
BCDL
100
Code IR=VTP12014
MatmS
LOMBER-
TOPCHORD 2x4SP1650F15Eora4SPNo1w2WSPSS(flA)
BOTCHORD 2x4SP1650F15Eora4SPNo1w2WSPS8(flat)
WEBS 2x4 SP No3(flat)
REACTIONS. Pum) 13=Moaanlcel, B-0-58
Max G. 13=742CLC 1). 8=T34(LC 1)
FORCES. (In) - Max Comp Mlax.Ted- AS Pom¢ 250 old or less except wlren s0ovm_
TOPCHORD 28 93710,3 1319N, 65=1319N, 56--101TN
BOTCHORD 12-13=0ib47,1112=11131%10-11-011319010=011307, B-9-9/671
WEBS 6> 946m. 2-13=936N. 69=N515 2-12-0I52159-431N. 3A2�680
NOTES-
1)UnbalancedfloorWek dsbanebeencon eR lortblsde n
2) M pbtes are 3x4 MT20 wkss oNelver, 1lMated.
3) ReRTMgiNer(s)1mtmssWtmssmnnecbons
4) Recommend 2x6 strolgbacia, on edge, spared a11" 0 oc and listened to each truss u
Sbolgb Wbe allal to walls al Hear outer ends w restrained by other means
5) CAUTION, 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 re
9-t0 >999 3UW
MT20
2"190
VmgCT) -0 05
310 >999 240
Hoa(CT) 001
B Na Na
Weight 91b
Fi=20%F, it%E
BFU CIRG-
TOPCHORD
SNxtuml wood sheaang directly applied w6-0-0
oc pudlns,
except end veNcels.
BOTCHORD
Rigid ceiling dimay applied w l ad cc anal,
3-101(0131• X W) naes
...........................:....
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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MiTek®
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UNIT-17 N/III FF008 To.,
Builders Firslsaaee(Cano ,Tx), CartaNbn, Tx- 5006,
.1�
16x4 II 1. II
1 23 4
12
11.
pry Ply
/g^/ ) R15395162
1J. 8. 30 s sad 62024 MiTMft' strieS, Ix Mon Nw 181151062024 Page 1
ID:WBJaaUoDk =mNr My84lkR1CiPSB70Hg3NSgPgnl0w3uITXbC.K Doi7J CH
3®LL=1Y57
I. II
4 .4 = 53X4 = 6
11
9 a.4
15u ll
3.4 -
slug
e4a
sfl
z-7a
Plate onsets art— 4o-18 Etlael No o-tA EMeL Nz 0.b11�0.1
LOADING (psi)
SPACIRG- 21 U
CST.
GEFL. In
Bar Vdefl Ud
PLATES
GRIP
TELL 400
Pate Grip DOL do
TC 037
VcMLL) --
8-9 >959 360
MT20
2"190
TOOL 250
LurnCer DOL 1PC
BC 048
vorguTl -007
0-9 >S. 240
BOLL 00
Rep Stru Ina YES
WB 0Z7
WeACT) To
7 Na Na
BCDL 100
Endo IR=VTP12014
MatraS
Weight 471b
FT=20%F, N%E
LUMBER-
BRACING-
TOPCHORD2x4SP1650F15E or a4 SpNo1w2WSP SSORB
TOP CHORE)
Stroudil wood shearing directly applied or6-0-0
oc p pins,
BOTCHORD 2x4 SP 1650F t5E N4 SP No 1 a w sP SS(0ag
except end vernals.
WEBS 2x4 SP No 3(0ag
BOTCHORD
Rigid ceiling direNy applied or 1 OO-0 cc 02nrg
REACTIONS. (.e) 7=0.58, 11=DS8
Max G.7=623BOU) 11Y15(LCD
FORCES. (r) - Max Comp Mlax. Ten -Aff forces 250(r) or less except v.Ten shown
TOP CHORD 21 mod.3 910M 45 7M
BOTCHORD 10.11=0/53 41R 10,8-9=91910, 7T-WtE8
WEBS 57=79ND.2-11=747AT 58-M33. 2-10=W%8, 0.10=27"
NOTES-
i)UnbWmn dnoorF 4a ha beenconveredforthisde n.
2)Recommend25shon WW .onedge,spa a110-0-0ocaWfastenedtoeachtrusswM3-10h(0131"XW)mi1
Sur gbacks to be Marred! to walls at Mar order ervd w resbalned mns by orer ea
3)CAUTION, Do not erect buss oackwards.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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Mill
arwaact—�.,.o.
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Jab TnTruss Type
UNIT-17 tl/III FF009 Floc Gix tl
milaers Firslsaaee(Cano ,Tx), Caoo6Nn. Tx- 50061
H 1�3� 178
15X1 g 1.
L 2h4
12 r�
pry Ply
/g^/ ) R15395161
1 8. Ws51262024MiTeRM9listr'kS,Ix Mon Nov181151062024 Pagel
ID:WBJaoUVHk =mNr My04lkR1C?PSB70Hg3NSgPgnI0w3NTXbC.K Doi7J CH
3®n =1Y57
1. II
4 L4 = y3X4 = 6
1
9 a.4
15u ll
3X4 -
slue
8So
s1
z-7b
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
LCO60
Vam(LL) C W
8-9 >959 mm
MT20 2"190
TCDL 250
Lumber BELLGO
BC It.
VSU(CT) -.12
0-9 >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 or 2x4SP No1w2WSP SSOMB TOP CHORD
Structuralsheathingotl sheathing directly applied m6-0-0 pu oc rlins,
BOT CHORD 2xa SP 1650F t5E N4 SP No 1 m 2W SP SS(0at)
except end ommals.
WEBS 2xa SP No 30me*Except BOTCHORD
Rigid ceiling directly applied
or 1OO-0 cc b2nrg
1-11,6 7 2x4 SP 1650F 15E or 2w1 SP No t m 2X4 SP SSgat)
REACTIONS. (sze) 7=0.58, 11=D68
Max G2v 7=7a0(LC B} 11= 17(LC 1)
FORCES. (Ib)-Max Com,amac Ten-Allbrces250(ib)orlessexceptwbensbmm.
TOPCHORD 2�1171ffi. =1171104b=-981/0
BOTCHORD 1Ofl=o/637.910-071171,&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 Wtoea lr lms wed 3-100 (013l' X
3') na05
S ddabadl On be attached to xmils al Star order ends m restrained by other means.
3) CAUTION, Be mt eretl tmss backwards.
a) Hango(s) w other connection drones) shall be povlded Impotent to support conceM2tetl bed(s) 251 Or down at 4 412 on tap
chord. The deslgNsekctlan of such automation device(s) athe responsib t, ambers
5)lnthe LOADCASE(S)secbogbasapplledto Metaceot0re samnWedas"nt(F)orWa(B)
LOAOCASE(S) Sol dard
\\
lncrease=T00, Plate Increase=100
1)�n��i
OF•r�`�11
s(a�balanced)Lumber
PSE
9S
verc.7-n=z016=-130
yS: 1,
Comomm res Loads pb)
Vert a=-218m)
..............A..... ...H...........:...... .
�....
t1.MAROSERNANDEZI%
•..
113878 :...
COR F-12513
November 19,2024
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R85395664
UNIT-T]
Flo
�TvssType
Flom
1
1
Job Reference g^/
Builders Firsl3aace (Carta
,TX), CartoCbq TX-
5806,
6 Mon Novt811i1IDID20 P
8. 3mm
MyD4kRC?NB7GH 3NS
IO ryBJastIVMk �mrnNrMSMy041kRIC2PSB]OHg3NS9Pgn18w3oIT%bC.KWrCOoi]JIZIC"H
CW
1-3a
tt5#g
2
3 .1 di Sx3
3®n =tY02
8
ana
ana
n M1iR Fnae1
LOADING (psi) SPACING- z-0U csl.
TELL 400 P6te or, DOL 1 do
TC T.
TCDL 250 Ld. DOL 1 W BC 008
BCLL 00 Rep Stru Ina YES WE 007
BCDL 100 CoOe IRC2021RPI2014 MatrrS
LDMBER-
TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No1w2WSP SS(0A)
BOT CHORD 2x4 SP 1650F 15E N4 SP Nd a 2x4 SP SS(flag
WEBS 2x4 SP No 3(flag
REACTONs. (size) 8,AMocl¢n d,5-T5
Max G. 3- 88(LC 1L Y288(LC 1)
FORCES. Vd-Max Comp Mlax.Ten-]ill force, 250(10) or less except when Crown
WEBS 35 283/0, 2�283N
NOTES-
1)Unhaancedfloorw loadshavebeenco eredrorthmdesign.
2) Refer 0 radials) Tor Liters W loss mn2c0ans
3) Recommend 2x6 shoo]hacksd at , on age, space1" 0 occardataste edto eachW
S on,backs to he a8acha towalls al Heir o fla ends a restrained by dNer means
GEFL. n
"a" LHlefl NJ
PLATES
GRIP
Ved(LL) -0 PC]
>9Yl 360
MT20
2"190
vorguTl -0 W
] >993 240
r0a(CT) 000
5 Ned Na
Weight 24 do
FT=20%F, it%E
BRACING-
TOPCHORD
SNxtural wmtl sheaNing Uheclly appheS a 1116
cc Wrllns,
except end vernals.
BOTCHORD
Rigid ceiling docay applied or l PC cc bracTg
3-1BIT IN 131-X 3") nal5
:♦
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
aaaro-�eaa is �wan,=e
MiTek®
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UNIT-T] F11 FLODR GIRDER 1 1
ob Reference/�gg'onaq, Nw Builders Firsl3aace (Carta ,TX), CartoCbq TX- 5886, 8. 3mmN yD4lk Tek Vies, Mon8w3ul 1i1IDID24 Page CW
ID ryDJastlVMk hamNNnSMy041kRIC2PSB]BHg3NS9PgnL8w3uIT%bGKWrCDoi]JdzIC"H
2xG II 11. 3x6 I� Sea . 3.fi 11 zw 11
1 2 9 3I
5®n =1Y03
143 II
11. 11
8
]
fi
3x4 =
_
38S
Aa
Plate ORsets lXYl—
03Ded Eel
LOABING (psi)
SPFCING- 21 O
CST.
GEFL. In
(bc) VUefl t/0
PLATES
GRIP
TCLL 400
Plate Grip DOL 1 ar
TO
011
Vert(LL) -0 BE
6 >9Y3 Sr.
MT20
244/190
TCOL 250
Lumber OOL 1P.
BC
016
VEU(CT) -0C
6 sS. 24.
POLL
Retitle
WB
16
Ha](CT) GOD
5 Na Na
BCOL 100
IRC2021RP120 40
Mardi
WEISA 2811,
FT=20%F, O%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SSORR
TOP CHORD
wo Structural otleaN1 s8ng U1rettly applied a MN
oc p pins,
BOTCHORD 2x4SP1650F15EN4SPNo1 orw SPSS(flag
except end varboul
WEBS 2x4 SP No Shah
BOTCHORD
Rigid ceiling directly appium a l TO cc bmcbg
REACTORS. POSE) 5AMeEranad, B=Meaanlcal
Max G. 5=608(LC IT 8=519BG 3)
FORCES. (Ib) - Max Comp Was Ten - ]illfirces 250 Uld or less except wben sbovm_
TOPCHORD 21491/0
BOTCHORD 7SWA91, 67=0/491, 5E=01491
WEBS 3-5 67W. 28-679N
NOTES-
1)UnbWma dfloor Wekedshavebeenconv]ereticomberde .
2) Refer to gulab) im(mss W buss mn eadds.
3)Recommend 95 sbagbecks, on edge, Stood! at 1"0 m, aced fame W each to eaboss votb 3-186(o 131-X3-)mic,
S me,bad,s to be a8acbetl to walls al their order ends a resbaln al by officer means.
4) Hangtt(s) or order connected devlce(s) shall be pmvMed suRcenl to soppori commumbetl Ioad(s)181 It, tlavn at 1-10.d, and 471
II1dcana12S-12cntopchrcd. Thetlesgn/seledlonolwchcomrec0ontlevlce(s)tsiheresponslblhlyaoGec,
5)Inthe LOADCASE(S)secodn,massappliedmmeracemID bursaenmedaswont(F)drback(B).
LOAOCASE(S) Standard
1)Dead + FUEL Les,(balance) Lumber Incas GQ Plate lmfease=l oB
Undone Loass(pU
Ved 5 20 14
=-130
Concentrated Leads ob)
Von 3=-422(F)9=-158(B)
PtE OF TFx>t11
.�1
...
n..
COS A. HERNANDEZ
..........................
113878
COR F-12513
November 19,2024
MiTek®
one Po
NIT 17
Druilders Frsl3aace(CarlTX), Cannon,TX-15006,Ty� � 8tiW s SUP' -162024 MiTVdlis1 , Ix Mon Nw 18115107 2024 Pag3e 1666
ID:syBJaoagd k axa4lr yD4lkRC?NB70Hg3NSgPgnY8w3uITXbC.K Doi7J CH
aid =
�5 n 1-3L 1�i�r 3x4= 415x311
s®e=rmz
9
LOADING ro, SPACING- 2-0U C5,
.
TELL 400 P6te or, DOL 1 W TC 011
TCDL 250 wmMr DOL 1 W BC Odo
BCLL 00 Rep SUM 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 3(flat)
REACTIONS. (size) 5=Me[I¢neai,✓,T5
Max G. 5=305(LE IT 8=297(LC 1)
FORCES. To) - Max Comp Wax. Ten -7ill force, 250 Uld or less except when shown
WEBS 3S- 1002�301N
NOTES-
i)UnhaaneedfloorWeleadshavebeenco ere rorthlsdesign.
2) Refer 0 godenho Tor Liters to loss mn2c0ans
3)Recommend 2xfi sM Jted", on age, spaced at 1"0 or died taste tlto each BE
S danpa0. to he 30acIxW To walls 9Ned other ends a de Adona other
by oer means
E) CAUTION, Do haterect Wss backwaNs
15x3 11
6 5
3x4 =
431
4 3o
GEFL. n
"a" lMefl "d
PIATES
GRIP
Ved(LL) -0 Ed
7 >9Yl Sr.
MT20
2"190
vcrguTl ,U
7 >993 240
Ho.(CT) T00
5 Na Na
Weight 2711,
FT=20%F, it%E
BRACIRG-
TOPCHORD
SNx1u21 word sheathing directly app11M cg�C
ac pudlns,
except end veNce15.
BOTCHORD
Rigid ceiling dlreay applied or 1 PC ccanag
3-100 IN 131-X 3") nai5
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
now PlY
10
NIT 17
Druilders U.S..... (Carl0TX), Cartotlbn, TX-15006,Ty� � 8tiWs SoP-162024 MU`Vdlis1 , Ix Mon Nov 18115108 2024 Pag3e 1661
ID:syBJaWWk a mNr MyD4lkR1C2PSB7OHg3NS9PgntOw3uITXbGK Doi7J CH
0.1-8
H
t 352
143 II 4x5 = 1 ca II
3z6= 5x6= 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= end 4L=
bb SP=
3.4 -
IST 1" i 1. 13-1.
i 1s"
1.2. 2 1-0
• z-od z6a 2TT i sb-o
2RO
1. 2-1.
Plate Ofisets(XYI- 15TATEdl r13E,gorl 117&1-0ECoel 124&1-00,rtA 1250-1d13141
LOADING (ps1)
S-CING- 2"C51.
OEFL. In
(bc] VUefl t/0
PLATES GRIP
TCLL 600
Plate Grip DOL 1 DO
0]9
Veng(LL) -031
P >BIX4 360
MT20 220N93
TOOL 250
LumMr TOIL 1 DO
BC 0%
vcrduT -0 Do
1.17 >425 24.
Mi8AH5 169/162
El 00
Rep Stru Ina YES
WB 0A
Hoa(CT) 011
13 Na Na
DCOL 100
Cctle IR=VTP12014
Mabdi
Weld: 112IS FIT E =20%tt%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 1650F L5E or2xd SP No1 w2W SP 5S01 1 TOP CHORD
Structural wootl 50eaNIng
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 2 OF a 2x4 SP O55(0at) BOTCHORD
Rigid telling directly appllel or 1" Doc babes, Except.
WEBS 2x4 SP No 3(IMg
2-2-0oc Mace g.19-21.
REACTIONS. (.c) 23-0.5 1395d
Max G2v 23=1542(LC 1). 13-1542(LC 1)
FORCES. (to) -Max CompaBax Ten -Alifirral goorlessexceplwlren share.
TOP CHORD 2�2556i1, 3-0 1710, 1- Y WO0 5E=5780N, 6-]=-5]8000, ]5539310,
&10=631", 1CA t=-2556U
BOT CHORD 22-23-M472, 2122,Q3588, 19-21=N499], 18-12N5]8D 1718=0,5780, 16-II-03I22,
1S16 rg5gra 14-15-M586, 13-1&tN1473
WEBS 11-13=-208(/02-2120]9/011-14-W16102-22=Ctl611, l0rl=153100,
3-22=15390, 101`✓0/1082. 321=011083, &I5=1024N, 4-21=101 V0, 8-16-D1590,
4-T9 Gm1, 7-16=530N, 5 1- 79 vT ]-1]=249(469, S18=-1171257
NOTES-
1)UnbalancedBoor0velods1 Veenconserarortlnsaesgn.
2) All plates are MT20 plates unless propel inO ogred
3) The Fabrication Tole2nce a1)onrt 20 =11hs
r..
4) Recommend 2x5 shopiks, on age, space0 a11" 0 oc an0 fastened to each Buss wth 3-tong IN 131° X
3") nal5
Strolgbads to be atlacha to walls 9 Ncti order ends or restrain by other means
VV �I :R
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jab Tn« �Tvss Type
UNIT-17 N/III FF221 T—
rs Fi Buildemisaaee(Wno ,Tx), CamTx olon, - 5006,
IT'S
HH}r�
pry Ply
) R15395161
2 JWsS1262024MiTeRM9li/g^/ str'kS, Ix Mon Nwl81151082024 Pagel
ID:syBJao VHk mmNr MyD4lkR1C2P5B7OHg3NSgPgn10w3uITxbC.K Doi7J CW
i8. 6 8
s =c459
1 sx] II
m5=
3x6=
15x311
4.
6x5= 3Kfi EP=
ISo
1 2
] 4
5 v
7 8
9 10 11
12
13
1
]8
29 28 2r
26
25 24.
22
21
28 19
3x6=
15o
4z5= 3xfi a=
45=
.1=
15x]
Cvb
25-0 i30 1.12 13-1d 15 a
211.
2111-0 2&&d�
2-9-0 2d0 12-12 2-7-8 2-7.
S&4
2d0 2-9-0
PMIe Ofisets(XY1
018 E6x1 ITS TlC Ertel 12101d Edael 126-&1b Edge 1310-1d0-1d11320-lC TTTI
LO DIRG (psi)
SPACING- 21 U
C51.
OEFL.
In gal Vde. -d
PLAIES GRIP
TELL 400
P6te Grip DOL 1 W
TC 06!
l(L
VaL)
-01119-20 >9Y3 360
MUD 24N193
TOOL 250
Lumber DOL 1 W
BC .
ved(CT)
-020 1420 >817 240
BCLL 00
Rep So` Ina YES
WE 047
HGOCT)
004 17 Na Na
BCDL 100
Code IR=VTP12014
Ma1mS
Weight 14410 FT=20%E N%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No1w2WSP SS(8A) TOP CHORD
Structu21 wood sfleaNng dinally
apphoo a 6 oc purins,
BOTCHORD 2x4SP1650Ft5E.=SPNo1 w2x45PSS(flal)
except end vaficels.
WEBS 2x4 SP No 3(8ag BOTCHORD
Rlgld ceiling dlreNy applied or I"Tcc
Urging, Except.
GoT oc Oracirg. 23-25,22-23
2-24) Mxirg: 2&21.
REACIIONS. (sae) 30-0. , 179. .2l,0
Max G2v 30=8]8(LC 10). 1] 913(LC 4), 23- 222(LC 1)
FORCES. DID -Max Corog Mfi Ten - All forces 250 BID) or o,a except wlren sM1uwn.
TOPCHORD 2�12!KVO. =183VVD 4b-1815N,S-1815N, ll7-77M.7SN1240
8-9=N124o, 9-11=4151T 11-12=-1956N, 12-13=19WD. 13-14 196w.
14-15=1362N
BOTCHORD 293R0BIM,2&2FWP41,27-28=0/18152&27=0/1815252 011381,
2125=a4Ni6922-2Y238/178,21-2 TV542&21=0/1956, 19-20=0/1956,
1&19ti/1M. 17-18,0M38
WEBS 2 W-1133N, 7-23=143AD, 229-0931, 7-25-OM7, 3-29=66M. 6-25=-967M.
6-261/81526=3238, 1&17=118Vo 423- TP7/0, 1518=0080, 9-22=0o)85,
1418=71&0,11-22=-99M, 11-21,TB69, 12-21�86N
NOIES-
1)OnOalmadfloorNeleadsHaveOeenco eredlol Misde n
2) A9 pates are 3x4 MT20 unless 010erwLse IMraled.
3)Reanion nd2,Sstrom]becks, on edge, spacN at 10C 0 oc and taste tlto eacfl truss will 3-100(0131"X
3•)rcel5.
en rota ends a remained by mneronearN
MiScass
cnruiory oo
f f �11
rwhe
4) oaAcxwzra
.........
i 1
yt+••9ry1
�MARCOS A. HERNDEZ%
�...... ....-.38.7- ....AN .:...
11
1...•. 3878 :...
COR F-12513
November 19,2024
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NIT
UBuildors Flrsl3aace(Cart FZ TX), Carnal TX-13006,T� 8tiWs Sw'-162024 MiTVdlisI , Ix Mon Nw 18115109 2024 P.,'669
ID:ryBJao hUk =mNr My04lkR1C2Ps87OHg3NS9PgnlOw3uITXbC.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 Fast, or, DOL 1 W TC 01S
Ved(LL) T
] >9Y3 360 MT20
2"190
TCOL 250 Wonder OOL 1 W BC 010
ved(CT) ,U
] >993 24.
BCLL 00 Rep StressIna NO WE 008
HoG(CT) 0.00
5 ad Na
BCOL 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(0A)
TOP CHORE
Structural wood sbeaNing directly applies or45-8
oc pudlns,
BOTCHORD 2x4SP1650Ft5Em2x! SP N, w2W SP SS(0a1)
except end vernal
WEBS 2x4 SP 1650F f 5E or2x4 SP No l a W SP SS(0a1)'Exr¢pP
BOT CHORD
Rigid ceiling directly applied or 1DO-0 cc Trading
35.2-8.2-7,36.2x4 SP No 3(0at)
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
VV :R
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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Mill
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UNIT -II QAN Fm23 Florc
Builders Fimisnurte(Can ,TX), Cannift ,TX - so06,
618
H �—�
pry Ply
/pg ) R15395671
J.
4 B.30sSW"62824 MiTeKlfdlistrieS,Ix Mon Nov 181151092024 Pa9e1
ID:syBJaWWkr mNM MyD4lkR1C2Ps87OHg3NS9Pgn18w3uITXbC.K Doi7J CW
1� z�
s®ta=laoz
1 sxi II
3tifi - D5 = 45u
1 2 3 6 5
V
5
0 19 18 17
bb= .=hI. Ml.. To
=
25-0 I. loran
25-0 2-6n 5-2-0
Plate Ofise6(XYl- fSTT81Arel 112EOce0.1-811170.1-0ECne11220.1-00.1A(
LOADING:00 SPACING- 2" C51.
TCLL 400 Porte Gnp DOL 1 W TC 064
TCDL rasa wrrOer DOL iDO BC D.
BCLL 00 Rep Stru Ina YES WE 064
BCDL 100 Cal IRC2021RP12014 MatchS
LUMBER -
TOP CHORD 2x4 SP 1650F t5E or 2x4 SP Noj or W SP SS(0A)
BOT CHORD 2x4 SP 165OF 15E or 2x4 SP Noa 2x4 SP S,dal)_.PP
12-19. 2x4 BE 24DOF 2 0E or 2x4 SP 2400F 2 OE a2 4 SP OSSM-B
WEBS 2x4 SP No 3(aag
REACTIONS. (s c) 21-0. , 12=Mechadhal
Max G2v 21=1336(LC 1). 12=1344(LC 1)
11 15 14 a 12
1.11 bfi= .1= 4xfi=
1111-0 15do
1820
BEFL.
In Bac) Ile' NO
PLATES
GRIP
Ven(LL)
-019 i5-1. >959 360
MT20
220/190
Ven(CT)
-035 t5 JS >619 240
MISAHS
16Wi62
Hoa(CT)
007 12 . Na
Weight 99IS
FT=2D%F, 11%E
BRACING -
TOP CHORE)
SNxtuorl wood sneaNing directly applied a frL12
oc Wnins,
except end verOcels.
BOTCHORO
Rigid ceiling direay applied or t OO-0 cc Trading
FORCES. dd-Max Complmax Teo- All brces 250 dd or Parexcept War shoo.
TOPCHORD 23 2167N, 3-0=3535D, 1- CMNO05 -AMMO, 6-7-424110, 7S 355110
SAG-2163N
BOTCHORD 21T21-0/1 .18-20�009, 4718=01403%16-17=W4343, 1S16-0(3 3,1415=014053,
13-14=0I3004, 12-13-GM269
WEBS 10.12=-179M02-21-178hoI 10.43,1V1329, 2-20 133%8-13=125110, 3-2D=1253N,
8-14 12. E-18=N1Ei. 7-14=75aro, 4-19=74W0, 7-iS-Nam, 4n=03G3,
'I5 gw125
NOTES-
1) Onoalanced Boor li a loads Taee Teen consklered lortlns design.
2) All plates are MT20 plats unless Nnerwse iodiaed_
3) All plates are 3x4 MT20 unless oNervore Whafted_
4) Refer to glydegs) for Wss to Wss mnneachs.
5)Recommend 2s5 strorgLrecks, on edge,spacN at Tho0 co, and fastened to each Buss w 31W(0131"X Y)roll
acks .
Brodd to he aUdacd to walls al Men Doter ends a restmined by other urea.
6) CAUTION, Do mt aM Buss backwards.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
a ve �lp p.�metrma4n��Tesn. res nl�enan.nexnaeneaeeP. e.,.,,m.,�a3a nnense
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Jab 4 �Tmss TYpe
UNIT-TS 4 Florc
Builders Flnasawce(CarlTX), Carrolton, TX - so06,
IL13
H
oII
yy = 2
12
3xTi=
90
90
PMIe Olfsels (XYl- 130.18 Etlael H00.1A EMeL 140.18.0.14U
Ply
R1539571
J.0pry en"6224 MiTVds1 , Ix Mon Nov 181151092024 P.,13ID BJwoaW,k mmNr MyD4lkRIC2Ps87OHg3NS9Pgn10w3uITXbC.K Doi7J CH
H=OB
®la=r 1z
LOADING (pact)
SPACING-
2-0U
CST.
TELL
400
Plate or, DOL
1 W
TC
031
TCDL
250
La.DOL
1 W
DC
039
BOLL
00
Rep Stress Ina
YES
WE
026
BCDL
100
Code IRC2 l
P12014
Mardi
LUMBER-
TOPCHORD 2x4SP16501`15E or a4 Sp
No1w2WSP SS(8A)
BOTCHORD 2x4 SP 1650F 15E N4 SP No 1 m W SP SS(8al)
WEBS 2x4 SP No3(flat)
REACTIONS. Pum) 13-0.5 B--058
Max G. 13=]64(IL 1).8=W2(LC 1)
u
7"
5TS
FORCES. (IT) - Max Comp Mlax.Ted -AII force5250 Vid or less except when shown
TOPCHORD 2S 101=; 3-0=1 4220, 4 5=1 42M56 075M
BOTCHORD 12-13=0nb98,1112=142210-11-011422, S10-011389, 639001
WEBS 64 99210, 2-13 WVJAT 69=0e%. 2-12=0f553 59=467N, 312-509N
3xd =
1668
2a.
DEFL. 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 IVa Na
Weight W Ib Fr=20%E 11%E
BRACIRG-
TOPCHORD Structural wend sheathing directly applies w6-0-0 oc purllns,
except end morals.
BOTCHORD Rigid ceiling directly applledw 1OO-0 cc Trading
NOTES-
1) Unbalanced floor We bads have bee" considered for this moral
2) AS pales am a4 MT20 unless carmse IMicated.
3) Recommend 215 strongbacks, on age, spaced al 1"0 oc add Restated to each buss who 3- Tom (0131-X 3")na85
StrmgbaG to be attached to walls al NeB older ends m restrain by other means.
4)CAUTION, Do mat erect huss backwanD,
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
kemooffi. v �dnp.�metrman4n��Tesna res nlac nnennnexnaeneaeen. e.,.,,m.,�m3a�nnense.
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y1s]ss3nl.,Tk.s—
Jab ITn« �Tvss Type
UNIT-T] N/III Fm
F225 Flo
Builders Firslsaaea(Ceou ,TX), Carrolton, TX- 5006,
pt-a
H 1q 1.
.4=
1+5 II
10 I
1 ra ll
a
62A
62 a
P
R853956i2
9 1
ob Reference 'o
8. 3mmN yD4lk Tek 7GHq Mon Nov1011i Doi4 P CW
ID:ryOJastIVMk uxmNrMSMy041kRICy3B]OHg3NS9Pgn18w3uITXbGKWrCOoi]JIZIC'H
315x311 49x4= 53 11
I I I
A4 =
H.
bfi-
Sala: Y=P
LOADING (psi)
SPACING- 2-0
CST.
OEFL. In
da, Vdefl "
PLATES
GRIP
TELL 400
Fell or, DOL 1 W
TC 035
Vcn(LL) -003
S, >959 360
MT20
244/190
TCOL 250
LomCx OOL 1 W
BC 032
VeA(CT) -006
S, >S. 240
BOLL 00
Rep Stru Ina YES
WB 015
Hoa(CT) 000
6 do WS
BCOL 100
Code IRC2 l P12014
MSMl
Wegbt 37Ib
FT=20%F, N%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F1.5E o/ 2x4 SpNo 1 or 2W SP SSORD
TOP CHORD
Shuclo2l wood sheathing dlreM applied o/6-0-0
oc pudlns,
BOTCHORD 2x4 SP 1650F 15E o/2x4 SP No 1 a 2W SP SS(flal)
except eM veNcels.
WEBS 2x4 SP No 3(fla)
BOTCHORD
Rigid ceiling dlreNy applied a 1 TO cc bracing
REACTIONS. (.c) 9=05$ 6=D3-8
Max G. 9=439(LC IT 6=447(LC 1)
FORCES. (In) - Max Comp Mlax. Ten -]illforces 250(Ih) o/ less except when shmm_
TOPCHORD 214Y0. 3-0 "64)
BOTCHORD 8? W446, 7S0/446, 67-(YM]
WEBS 4E-19110 2-9-61610
NOTES-
1)Unbalancedfloor Wekladshavedeanconv]eredlocthlsde n.
2)Recommend2x5strm WW .onedge,spateda110-0-0ocaWfasterredtoeach[losswed3-100(0131"XW)ml1
Snolgbacks to be allacRV to walls al Mar order ends or restmined by other meam
3) CAUTION, Do not cvM ftu s bachwadk,
:♦
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
Mill
onion
PN
5673
NIT 17
DBuildors
6
FZ
Door
Flrsl3aace(Cana
TX),
Carrolhon, TX-15006,TYPa
8tiMs Sw'-16202iT1lAk4strieS 4 Me, Ix Mon Nw 181151102024 Pas,
ID:WBJaoUofhk
=mNr My04lkR1C?NB70Hg3NS9Pgnl8w3uITXbGK Doi7J CH
0.1-0
3®n =1YST
15X1 g
i5xt
1
23t6 3
I.4I=
Shd= 6h6
12
hfi - 3xfi -
i9-0
88fl
iso
z-9-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 360 MT20
244/190
TCDL 250 Lumber DOL 1 W BC 047
VeA(CT) -00]
0-9 >S. 240
BOLL 00 Rep Stru Ina YES WB 026
H.ACT) 001
2 . Na
BCDL 100 Eddie IRC2 l P12014 MalrkS
WcUM 49lb
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SSOMB
TOP CHORE)
Shucludilw dsheaNing UlreM applied a 6-0-0
oc Solids,
BOTCHORD 2x4 SP 1650F 15E N4 SP No 1 a w SP SS(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 sbuvm_
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 a110-0-0ocaWlasten toeachtrusswed3-100(0131'XW)miI
Strorgbacks to be aVacRV to walls al Mar order rry s a reshalnM by order means
3) CAUTION, Do not erM truss backwards.
YR .
liV
MARCOS A. HERNANDEZ
................................
113878 -*—
COR F-12513
November 19,2024
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Jabvss �Tvss Type
UNIT-1S F2] FLGOR GIRDER
Muldoonruggor—(Ceno ,TX), Carnage, TX- s006,
0.1-8
H 11�3� 1L9
.a 11 fi8= .6 11
t 2 3
12
4
SbS
SBS
Plate Offsets (XYl- 130STEdom ft00.1A EMeI.U20.1�.041S1
LOADING (psi) SPACING- 2" CSI. GE
TELL 400 Room Grip DOL 1 DO TC 0 ]0 Veri
TCDL 250 Lumber DOL 1 W PC 08] veA
BOLL 00 Rep Bross
tru Ina NO WE .78 IT
BCDL 100 Coal IRC202iTP12014 MatrkS
pry Ply
/g^/ ) R15395174
1 8. WsS 1262024 MiTeRM9listr'kS, Ix Mon Nw 181151102024 Pagel
ID:WBJaoISdHk =mNr MyD4lkR1C2PSB7OHg3NSgPgn18w3uITXbGK Doi7J CH
I�
...-111,
FL. In
pal boded Lad
PLATES GRIP
(LL) -006
8-9 >993 360
MT20 2"190
(CT) -010
8-9 >955 240
CT) 0.02
] Na Na
Weight W lb FT=2O%E 11%E
LUMBER- BRACIRG-
TOPCHORD 2x4SP165OF15E or 2x4 SpNo1w2WSP SSORD TOP CHORD
Structural wootl sheaNing Ulreclly
applied w6-0-0 oc purilns,
BOTCHORD 2x4SP1650F15E.=SPNd awsPS801d)
except end veNcels.
WEBS 2x4 SP No3(flat) BOTCHORD
Rigid ceiling directly applied
or 1 TO cc bracTg
REACnoxS. Dam) 11--0.5$] B
MaxG. 11=104000 B ]=10B9(LCi)
FORCES. NO)- Max Comp gains Ten - All forces 250 Uld or less except v.Ten sbuvm_
TOPCHORD 212090N, 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]becks,onedge,spa allO-0DB aWfwtetltoeachtwssw 3-10d(0131'XW)miIs
Strmgbacks to be allacRV wa
lls alls at their outer ends w resbalned by other meals,
3) CAUTION, Do apt erect buss backwaNs.
4) Hanged(s) or other connected device(s) shall be pwMed sul omat W supped concm(rated bads) 9401h down at 4-5-0 on tap
chord. The desgNSHeclen ofsuch connection devlce(s) Is Me respdnsMAK, ofabas
5) In the LOAD CASES) serbon, bads applied to Me face NIDe Russ are nMed as front (F) or Back RD
LOAOCIISE(S) Standard
1) Dead +Fluor Lute (balanced) Lumber Inae ds,100 Plate Immam=l 0O
\
11
Undodn Loads buff,
SE FTF
11
ved ]-11=20. 1b-13o
Concentrated Trad, Nd
Von 4- SCRIPT
SP...........,•x9
j qG �(1 d, '!
/ '
:. /y/LVT
,%
..............A..... ...............
t1.MAROSERNANDEZ�,
•..
113878 :...
COR F-12513
November 19,2024
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R853956]5
DNIT-II
F28
Ron,
Florc
2
1
Job Reference g^/
Builders Flrsl3aace (Carta N/m
,TX),
CartoOloq TX-5006,
6
8. 35s5 262024 Mire M9listr'k,Ix Mon Nov 181151112024 Pa9e1
IS ryWastNHk mmNr MyD4lkRICiPsB7OHg3NS9Pgn18w3uITXbC.K Doi]JIZICH
�r
1 34II
2 3 a4- 4 3o II
3®la=r102
16.3 II
8 ]
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 .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Union PIN
R153
NIT 17
9 Ron,
OBuildrors Frsl3aace(Cart FZ TX), Cartoon, TX-15006,Ty 8tiWs Sw'-162024 MiTVdlistrieS, Ix Mon Nw 181151112024 P.,1 6
ID BjaoUVTk r mNM My04lkR1CiPSB7OHg3NS9Pgn18w3uITXbC.K Doi7J CH
I�
1 3x4 II 2 3 3x4= a 3x4 II
3®n =1Y°3
i
3.
1 sx3 11 1 no 11
] 6
LOADING (psi) SPACING- 2— CM
TELL 400 P61e Gnp DOL 1 Ed
TC 012
TCDL 250 Th. DOL 1 W BC OD]
BCLL 00 Rep SUE Ina YES WE 0he
BCDL 100 Code IRC2021RPI2014 MalrkS
LDMBER-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNo1 crw SPSS(fla1)
WEBS 2x4 SP No3(flat)
REACTIONS. (sae) G T6 ,5=M6TaNceI
Max G. 3264(LC IT 5264(LC 1)
FORCES. IS) - Max Comp Mlax. Ton -]ill forces 250 (10) or less except wlren acteer
NOTES-
171lnoalanced floor Ilve bads Naee Been considered ror this dial
2) R:r to gnder(s) for truss to BUSS couWaons
3) Recommend 2SE stmrgBacks, on edge, spocc4 at 1" 0 a and hastened to each BE
S°orghaG to Be allotted to walk at Heir order ends or rest2lned By older means.
39d
3.4
CEFL. n
(bc) Vtlefl Ud
PIATEB
GRIP
Ved(Ly -0go
] >9Y3 360
MT20
2"190
veA(CT) -0 W
] >993 240
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 applied a t OO-0 cc 02nrg
&10d (0131-X 3') r2M1s
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
MiTek®
Jabvss
Dry
PIy
R853956]]
UNIT -1]
F31
�TvssType
FlocG
1
1
Builders Firsl3aace(Carta
,TX),
Corral TX - 5006,
Job Reference g^/
6
8. Ws5 262024 Mire M9listr'k,Ix Mon Nav 181151112024 P.,1
IO WBJaoUodR, ramNr MyU4lkR1C2PSB7OHg3NS9Pgn1 3uITXbGK Doi7J CH
1g0 3w1
11{-2�
1 3xG g
2
3 b4 = 9 < 3xt
5®n =tY02
1m II
3x6 -
d38
438
t sxa II
6 5
LOADING (psi)
SPACING- 2-0U
C51.
GEFL. In
(bc) lMefl Ud
PLAIES
GRIP
TCLL 400
P61e Grp DOL 1 W
TO 021
Ved(LL) -0 an
6 >9YJ 360
MT20
244/190
TCDL 250
Lumber DOL 1 Ed
BC 011
Ved(CT) ,ED
6 >993 240
BOLL 00
Rep Shoss Ina NO
WE 012
Hoa(CT) TOO
5 ad Na
BCDL 100
Code IRC2021RP12014
MabouS
Weight 301b
FT=20%F, N%E
LUMBER-
BRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(0A)
TOP CHORD
Botanical wood sheafth, dlreM applied or45-B
oc pudlns,
BOTCHORD 2x4SP1650F15Em2xl SP No1 or 2W SP SS(M.
except end veNcels.
WEBS 2x4SP1650F15Eor2x4SPNo1 aAOSPSS(0a1)'Exr¢pP
BOTCHORD
Rigid ceiling dlreNy applied or 1 M 0 cc 02nrg
35.2-8.2-7,36. 2x4 SP No 3(8at)
REACTIONS. Ps c) 8=038, 5=MaLanlcel
Max G2v 8(LC 1LT 1(1W(LC 1)
FORCES. (IN) - Max Cor,amax Teo -All faces 250 Uld or less except wirer shMwn
TOP CHORD 45 664N, 25=369M
BOTCHORD 7SOel 6-]=0(J69, 5b=8/369
WEBS 35---511M. 2-8=-511M
NOTES-
1 ) Untalancedfloor Webadsflarebeenconskl frthisdesgo
2)RdmTfglyder(Bfr Wssftmssmnneac ,
3) Recommend 2x6 sborgbacks, on edge, spaced a11" 0 oc and fastened to each Noss war 3-Mal (0131X W) nal6.
StrorgbarM to be ailacfled 0 walls at[M oatrenQs w reatm strained by career eans
4) Harga(s) a other connection models) shall be PC,uded sut0cent to suppod concentrated bed(s)1931b down at 1-0-0, a284
Or Saidal 344 do trip and. The d¢gn/sekcVm of sum corm clbn M,uH,(s) b Me responsNOlty orotfleds
an 5) In Me LOAD CASE(S) secb, bars applied Coate face of the boss are rated as [rant (F) or Nock (B)
/
L
LOAOCASE(S) Standard
1) Dead +Floor tin (balanced) Lumber increase=180 P6@ Increase-1 00
Undorm Loans Ugh
Von 5T-20, 14=-130
Onaccabated pads pq
Ved 4=-5522--14 m9,-146m)
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
varoq�ea
is wan,se
MiTek®
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R853956i8
UNIT -II
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 18115112 2024 Pagel
ID:syWaatlVHkr mNM My04lkR1C2PSB70Hg3NSgPgn18w3uITXbOK Doi7J CH
5®@=1Y16
3 ur�II 4.4- 6a4II
i fi
LOADING (ps1)
SPACING- 2-0U
CSI.
OEFL. In
pact LHlefl Wd
PLATES
GRIP
TELL 60.0
PISIe Gnp DOL 1W
TC
044
Ved(LL) T-
S, >9YJ 360
MT20
2"190
TCDL 30.0
Lu—DOL 100
BC
BAB
veA(CT) -007
S, >933 240
BCLL 00
Rep Stru Ina YES
WE
021
Hm(CT) 001
6 Na WS
BCDL 100
Code IRC2021RP12014
Madras
Weird 341b
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E 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 i15A)2-9= MAD _4-0-02i1
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.
YR .
VV
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
NIT
R15
UBuilders BeggencF8
e(Cart 2X)) Cannons, TX-15006,TYPe 8tiW s Sep-162024 MiTVdlisI , Ix oe Mon N18115112 2024 Page
9;6T9
ID ryBJastNHk a mNr MyD4lkR1CiPSB70Hg3NS9Pgnt8w3uITXbGK Doi7J CH
11
Stale: L°'=1'
I SO ll
2
8= 10
a4 =
a4- a411
4
1e =
i11-0 880
S11-0 2-9U
PMIe ORsets (XYI- 11 EOoe 0.1 AI f4TIN EUceL R00.i8 E0cel
TELLLOADING arso400 SPF, Grip 2-0O CSI. OEFL. N (bc) VUefl Sr.PLATES GRIP
TELL 250 P6teerDOOL 100 TC 039 vert(CT) -0Ed 8-9 >959 60 MT20 244/190
TCLL 200 Rep
LLI iW BC OW HA(CT) -OW 8-9 >999 240
BCLL 00 Rep StrR l YES WE o2B Hm-[(CT) 0.01 ] Na Na
BCLL 100 CCOe IRC2021RP12014 Ma1mS Weg1it 501b Fi=203sE tt%E
LUMBER- BRACIRG-
TOPCHORD 2x4SP1650F15E o/ 2x4 Sp
No1w2WSP SSORB TOP CHORD Strctudil eeod starting, directly applied ol6-0-0 oc p pins,
BOTCHORD 2x4 SP 1650F 15E o/2x4 SP No 1 w 2W SP SS(flat) except end veNcels.
WEBS 2x4 SP No 3(flat) BOTCHORD Rigid ceiling directly applied w l TO cc Nacbg
REACTIONS. (s c) 11=Moadnlcel,7-0-58
Max GdW 11=63NU] 1), 7% NLC l)
FORCES. (Ib) - Max Comp golds Ted - All forces 250 Sith o/ less except wlren sbovm_
TOP CHORD 25=930N, 3-0=930N, 45=]9810
BOTCHORD 10.fl=0/541. 4l(= K10 8-9=OI930]A-0/5]6
WEBS S7�IN02-11=766N,5A=013312-10=N5040.10=283/0
NOTES-
1)Unbalanced floor Fre cars have CeeO considered for this desyrt
2) Re@r to goda(s) tm(mss W buss connections.
3)Recommend 95 sbmxThecks, on Mge, spsed al 1"0 oc and Distorted efBuss
to et buwho 3-TOM (o E 131"X 3")na
Sboaloos to be a8acbed To walls al Nell oNe1 ends or harnined by other nneatxs.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
—bg.rirate wan,se.
MiTek®
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evom°
,i—cc
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R1539501
�Tvss
UNIT-1S FF01 Fla, 3 1
Job Reference g^/
N/m 6
Builders Firsl3aace(Carta ,TX), Cart001on, TX-5006, 8.Ws5 262024 MiTe M9listr'k, Ix Mon Nw 18115112 2024 Pagel
ID:syBIeUvHkmmNM MyD4lkRICyPSB7OHg3NSgPgn18w3uITXbC.K Doi7J CH
1N l30 fi-2-12 a
23d 1-11-12 1-11-12 2d4
San!=1P]
M6 32. 4 4 �
2x4
�2.4=
u
i
8 3xfi =
6
Tfi =
4 1 &fi-0
b38 43-0
Loop NO(psi) SPRCING- 2-DO C51. OEFL. n pec) Well W
PLAIES GRIP
TCLL 400 P6le Gip DOL iDO TC 010 VmMLL) -001 ]A >999 360
W20 244/190
TCDL 250 Lumber DEL 1 W BC 014 Ved(CT) -0@ TC >999 240
BOLL oft ' Rep She s VARlac, YES B 017 Hmz(CT) 0 00 6 me derBCDL
100 Code IRC2021TTPI2014 Madmi Wini Goo ] >999 240
WeJgM 55lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2w1 SP SS TOP CHORD 2U-0o, pumps (6 mop.) 1-5,
except end veNcals_
BOTCHORD 2x4SP 1650F 15E or 2.4 SP No w WSP SS BOTCHORD Rugg ceiling energy applied.
WEBS 2x4 SP No.3 •Except'
1$56 2. SP 2400F 20E m 2x6 SP DSS m2x6 SP M 31
REACIIONS. (sue) 8=0 6=0.
Max UPIR 8=-29(LC 8). 6= MLC 8)
Max G2v 8=603(LC 1), 6--603(LC 1)
FORCES. Nm-Max Comp/Max.Ten-Allbrces25upb)ortassexceplemensbmvn.
TOP CHORD 2� MU158, 34=5341158
BOT CHORD I6=1381399,6-T=138MK)
WEBS 2�12212,4{ iM12
NOTES
1) Vol nd-ASCE]-i6,Vu11=115mpb(3-sttwid that) VasdSimph.TCUL=blips. BCDL=6 Opsf, heft, B=55$L= W,, eavc=4ft, Cal.
IL Exp B; Enclosed, MWFRS (directorial) add CC Comer(3)arne, caMAever left and right Frei C for Members and once, 8
MWFRS fir reaclbns proper, Lumber D01-1 W plate gdp DOL=160
2) Wovide, adequate dim age, W prevent pater pondmg.
3) ThE hops has been heartland! far a 100 W Whom clad live load announcement with any other lure bads_
4)` This tmss has been designed for a Bve lead of 20 Dpsf on the Comm chad in all areas where a recGngle3 tall by 2-0 vide
.1 M between Me Wtdm craft ant a, oORr members_
5) Provide mechanical connection (by o0fersd of muss W beamg pate capable of withstanding 291b uplift atfoid 8 and 2316 uplift at
,ml6.
6) The, be applied directly m life loom chord fuss desgo requires fret a minimum of71W structural real sheathing Is, applied comely to Me top creel and l2"gypsum
sheemock
Of•TF•`,1
S
T)Gaphical pudinrepresentationdoeslwtde idtMe ortheomnta0onof Nepudinabng NedpmdlorWMmcWof
P.F'.....'••� 1
j G,pS+ of �)
�•
R
/MARCOS A. HERNANDEZ%
...............................
1. 1.. 113878 :-
COR F-12513
November 19,2024
fi w nrnn.�metrnandn�anTepn. p anha Lmm�Nnexnereneamw.fie.,.,,re., maa�nneuer,
,wA
for
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e�� rysH
nappy. .pM Mory'cn amtiwnafmmPimtmvl
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yIs]ss1nll.,Tp.s—
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Tn .�
Type
Ory PIy
R85395681
UNIT-1S
FF01A
�Tvss
Fla,
1
1
/g^/ )
Builders FirslSaace(Carta N/m
,TX),
Carrolton, TX-
5006,
6
B. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115113 2024 Paget
IO WBJaWU k—arnNd My04lkRIC2PSB70Hg3NSgPgn18w3uITXbC.K Doi7J CH
2N
630
rl 12 8-60
13
1-11-12
1-11-12 1d4
Sa@=1171
M6 2.4= 3x4 03x4 2x4
i
T18 =
83q= fi
3xfi =
b38 na
b38 b3-0
Load NO(psi)
SPRCING- 2-DO
C51.
OEFL. In
plot) Well W
PLAOES GRIP
TCLL 400
P6te Gip DOL i00
TO
00
VcmLL) -0(1
7A >999 360
W20 24 190
TCDL 250
Lomcer DOL 1 W
BC
014
VM(CT) -0@
1A >9Y3 240
BOLL oo'
Rep Slr¢s mG YES
WB
o 7
Hco(CT) 000
6 Na n2
BCDL 100
Code IRC202WPI2014
Matun S
Wini o00
2 >999 240
WeJgM WM FT=203o
LUMBER-
BRACING -
TOP CHORD 2v6 SP
2400E 2 OE or 2x6 SP DSS or 2x6 SP M 31
TOP CHORD
2U-0o, forms (6J1-0max ) i-5,
except end verticals_
DOT CHORD 2x4 SP
1650E 15E or 2x4 SP No 1 or WSP SS
BOTCHORD
Rugg ceiling energy applied.
WEBS 2x4 SP No3'ExcepY
1$3F 2rt SP 2400F 2(E m 2x6 SP DSS or2x6 SP M 31
REACTIONS. (.c) 8=0 6=0.
Max Uplift 8=-29(LC 8). 6= MLC 8)
Max G2v 8=603(LC D) 6--603S C 1)
FORCES. put- Max ComplMax. Ten - All forces 250 plot, or goes excepl amen sbmm.
TOPCHORD 23 ,IGV160,3-0=540r160
OCT CHORD 7�140/40$-6140PI05
WEBS 2�CWHO, 4{ 09210
NOTES-
1) Wnit ASCE 7-16, VuV 115mph (3-second gust) VasdSimph. TCDL=6 Bea. BCDL=6 Opsf, h� ft, B=55$ L= W,, eavc=4ft, Cat.
IL Exp B; Enclosed, MWFRS (dcMlmug add C C CmrmC )rone, ca ddeverleft and dghlexpos0 C-C for members and amocs 8
MWFRS formaclbns sbmm, Lumber DOL=1 W plate gdp DOL=160
2) Provide adequate d26age, W prevent eater pondmg.
3) ThE has, b hues Imeen deemed! ! far a 100 W Bottom mood hoc load nanwncument with any other lose bads_
4)' Tlds this has Red designed for a Bee batl of 20 Opsr on the bottom cbad 1n all areas where a rectangle 3 tall by 2-0O edge
WR fit between the WMm chord ant am Witte, members_
5) PmvNe mechanical connection (by others) of muss W beomg pate capable of withstanding 291b up118 atfDlm 8 and 2916 upm at
jmnt6.
6) This buss dsgn requires that a minimum of 71W sNxtu21 wdM sheathing Is,applied directly to Me top cMN and 12" gypsum
sheemock be applied mrectly to the BahrainBahrainchord
T) Gaphlcal pudln epresemaflon does tot depot the s¢e or the orientation of Me puda along Me top and/or Wtlom chom
YlT :. t
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
oet-al ear is an otl,ee.
MiTek®
to
loo-'e nth-1-H
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n
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W
:00
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P6te Grip OOL 100
TC
045
VemLL)
-006
]
>999
360
TCDL 250
Lumber DOL 1 W
BC
044
VcmCT)
o09
6-7
>999
240
BCLL Oo'
Rep Stress mO
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085
Ha](CT)
004
6
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her
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Code IRC2021rtP12014
Mardi
Wini
O.m
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>999
240
LUMBER- BRACING
PLATES GRIP
MT20 244/190
VASMI 83M FT-2
TOPCHORD 2v6 SP240OF 2 OE 0r2x6SP DSSor2 SPM 31 TOPCHORD 2U c pu -0odlremap
(&25 m.) 1-5, except end veNcals_
BOTCHORD 2x4SP 1650E 15E or 2x4SPNol w2WSPSS BOTCHORD Rigid telling minority applied.
WEBS 2x4SP Nc3'Excepr
id 2x6 SP 2400F 2 OE ar 2x5 SP DSS m 2x6 SP M 31
REACTIONS. (we) 8=0.58, 6=M6]IaMcel
Max Uplift 8-46(LC 8). 6-16(LC 8)
Max G2v 8=1]66(LC 1).6=1766(LC 1)
FORCES. (Ib)- Max Corr,Mpx. Ten - All force5250 SM, or less except wlren shown.
TOPCHORD 18 43718E. 2-3=2591Ml, 3d=2591MI4 5f 00/]5
BOT CHORD ]�28]/19M3 W 296/1969
WEBS 2�2205KMS 2-]---66B1],3- 89/160, 4-]= WM. 4L6 2308/365
NOTES-
1) Whit ASCE 7-16, VuV 115mph (3-sxwld gust) VasdSimph. TCDL=6 Opsf, BCDL=6 Opsf, M1�b B=55$ L=25R, mA,4fl, Cal.
IL Exp B; Enclosed, MWFRS(dcMlowO add C Comer(3)Ye, omAdever oft add nghl expose0C-C for compares and faces&
MWFRS fir reactions shown{ Lumber D01-1 W plate gdp D01-160
2) Prnvltle adeguab d2nage b prevend vabr pondmg.
3)TM1S Muss eetlesgned bra gad lope Mans
wreanyhere other
hasas
of200psfhom
for nthehumanpoud in al
4)`TinsCorps has Been designed for akve 20ders 1M1e Itoilom cM1wd 1n all areas wherearecGngk 3L-0tallby2-0O uncle
a
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s o
r(bmnredkves
6)
mechanical connector
6)jourA6e mechanical connecLon(bJ others) of Vussb bearing plate capable of vnNslaM1ng 461U upleft aljomt8 and 46 bupllfl a[
_
ohin
_
OF
]) Thin muss oto/i6"sNxWml woW sheathing to, applied direcOyWbe top cM1md and i2"gypsum
`..... •••,
to apprequites to Me
shxtrock beam eed Qreati tole WtlompiON
ehomi
8) Graphical pudm represenlaCbndcesnot depict the s¢e Or the OrlenCa4on of Me puffin along the top and/or botlom chord
j G,J.• �%/ECr
nCOS A. HERNANDEZ
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113878
COR F-12513
November 19,2024
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Builders Flrsl3aace(Cana,TX),
R8539 683
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Carto6bq TX- 5006, 8. 35s3 262024 MiTeRM9listr'kS, Ix Mon Nw 18115114 2024 P.,
ID:WBJao,VHk_ramNr My04lkR1C2PSB7OHg3N59Pgn18w3uITXbC.K Dol7J CH
15A 369
15-0 t-9-0
t-0a
aB
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5Od-0-0Od-12I
LOFBING (psi)
SPFCING- i-0O
CSI.
TELL 10DO
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TC
030
TOOL 250
Lumber TELL1 W
BC
old
BOLL 00'
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WE
059
DOLL 100
Code IRC2021RPI2014
bond,
MP
LOMBER-
TOPCHORD 2x4SP1650F15E or 2x4 SP No or 2W SP SS
BOTCHORD 2x6 SP 24WF 2 IF or2n6 SP OSS or 2x6 SP M 31
WEBS 2x4 SP No 3
...-I lr3
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240
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>999
240
Weight 58In
FT=2(YX
BBACING-
TOPCHORD 2TS Cc Wrlins[ 13, except end Woods
BOTCHORD Rgld ceiling directly applied or l To oc Mxing
REACTIONS. (soo) 6=05$ 4=M6TaNcel
Max Gov 6=3081 DO 1). 4-3081(LC 1)
FORCES. (Ib)-Max Comp Was Tor - All forces 250 Vid or bat, except edam snuwrt
TOP CHORD 14 261310, 1- 1 421M. 23=1421A, 3-0=-261310
WEBS LSW?4782S5-520A3 Gcelar
NOTES,
1) 2-pty toss to be connected together worm 1PC M 131' T') nails as minors_
Too tlrords connected as editors: 2x4-1 rax at 09-0oc
Bdlom Connote,conneMd as!allows 2x6-2 mows Maggered b at O0 CC
Webs connected as lobws 2x4 -1 ow at 0.TO m,
2) M bads are Considered equally applied to all Mrs. except ITacted m,Bar (E) or back (B) face In (be LOAD CASES) section Ply to
ply connecLons Notes, been pounded to distribute only loads noted as (F) or (B), unless Mlrervae Indicated
3) Wind. ASCE 7-16. VuV1Par N (2,sewnd gnat) Vasd=Jlmm. TCDL=6 Opsf, BCO1=6 Opst, h,301t B=MR, L=25R. eave-0ft, Cat
IL Exp B. End.d. MWFRS (d Mloral), caMlleverleft add ngMexposed. Lumber DOL=1 W plate gnp OOL=160
4) Pmome, adequate d2lrege to WWW rater pondmg.
,. •'
s) The Voss has Keen designed for a 1O0 psi bottom clwrd rune load noet ncrourn end with any WhIds,bads_
6)'Thustrusshas Neo neslgrredrora6velmdof2ODpgonurel MmOa inalamasw reartt ngb3 D- gby2"wtde
_�� �
nits, nt belween he WVom chordadd am Mier memcers
S� F•
T) Refer toghder(s) forwss to Voss connecVans
8)Loadcase(s)1$3,4,5,6,T,8,9,10fl,1213,14,15,11,1118.19,M.21,2.23,24,21, 6,27,2B,29,30haLNavebeen
BulMngd¢gntt M,S aWss.
V •
j G,JS: 9S
/
modlhed. must revlewbadstoverdyhatheyaremffe0t,Melntendedus
•;
9) Graphical purlln TepreseMatlon dcesrrot depldhe Szeahe Wnentation of he puNn along hefop arM/orbetlom chord
+2• //� ��
10)Hangegs) or other CWnnetlbn Monce(s)Ste!he Pumaded sufficient to suppM concentrated bangs) 17%In dovn add 56 In up at
/......•••• ......................
1-11-12, and 1689 toJ. and 56 It W al 1-11-12 on bonom clrom. The deslgNcekCNWn or such canratrom devicedo is he
/MARCOS A. HERNANDEZ
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Veit. 5=-34 R-1756. 8-1689)
COR F-12513
November 19,2024
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2) Lead .075 Roof trve (Oalanceld Lumber Im ease=100, PHie Imfease=l 00
Unrtoml Loads (Put
verc 1�]60, 4L=-10
Cmrcentated Wads did
Vim 5=za0:1(F=1429, B-13]4)
3) Lead +Uumbabaable Mc WiamN Storage Lumber ImPeCbe 125, P6te Increase-1 25
UnRoml Loa]s(put
Vert: 1�50, 4L=-z0
Concentrated Loatls pb)
Vert: 5
=-1115(1` `%0=-546)
Dead
4) +06 MWFRS Wind (Pas Internal) Left: Lumber Increase=160, Plate Increase-1 60
UnIml Wads U,U
Vert: 1=154L=b
Concentrated Loads Old
Vert 5=104(F=52, B,52)
5)Dead + O 6 MWFRS Wind NosInternal) Right
ht mbtt as Incree=160. Plate lncmase=l 60
Undurm Loads (plg
Vitt :1 4154E-b
ConcetNal� Wads old
verc 5=104(F=52, 0=52)
6) Dead +0 6 MWFRS Wind (NI Interna) Left- Lumber Immem,t 60, Plate Id.m,160
Undind Loa]s(put
Vert. 1� 34,4E=-10
Conce bralnd Loads M)
Ved 5=112(F-% OS6)
]) Dead +06 MWFRS Wind (Neg. Internal) RgM: Lumber Increase=160, Plate Incease=t60
Untoml Wads (plg
Vert 1�34, 4E=-10
concentrated Wads mi)
Vert 5=112(F=56, 0=56)
6) Lend +06 MWFRS Wind (Pos Internal) 1st Parallel Lumber Increase-1 E0 Plate Increase=160
Untomt Wads (put
Ved 1�27, 4L=E
Corcematu d Wads Qb7
verc s=RSWi52.� li
9) UDead + nift. 6 MWFRS Wind (Pas_ Internal) rand Parallel Lumber Inrreac=i60, Plste Incfea5�160
Undomt VertForam'
1 ptf)
Vert �aL=S
concentated Loads (I (Ib)
Ve6MWFRSWd UN52)
10)Uead+O6 MWFRS WI�M (Neg_Intemal) is[paallel WmMlncrease=LEO, PIale lnrmase=160
UMOnm Loads UPIN
vent L dE (lb)
4fYt0
Crnm lent Lords(Ib)
Vert WFRS F=56, U=56)
91) Lend +o 6 MWFRS Wind (Neg.lntemal) 2ntl Parallel Lumber Increae=160, Plate Increase -I 60
Uniform LeaAU
Vert 1(3-
verc: Fcach, 4,4E=1d
cgncemraretl Loads pb)
Vert
a 5=1tz(Fs6. e-sla
iz) I]eaLLWmads I(PH) 090, Plana Increase=090 PR metals 90
unturm Lords (PH)
Vert i-3=-5 Ul 4£=10
cenren Vert Loads pb)
Vert cm Lure
dal.) I075(0
CHU
13)Dead . Ln. ca RMI) (�1.1+0]5(06 MWFRS WIM(Neg.Int)Led). Wmbtt Ircrease=160, Plate Inrmase=160
Undorm Vert 1(pit)
Vert 1E=-]64, 4b=10
CgncemVe dLondepb)
v75 s=1L( ( l)+
14)Uea0+Leas(put e(hat)+p]5(O6MWFRS WnM(Neg In[)Rgbt): Lumbe!Inuease=i 60, PMIe Increase=l
Uniform Lords (put
Vertio=-]64, 4fYm
cOnremVert Wads(b)
verc-5=12(F3,a])
15) Uea0+0 ]5 Rcat Lrve (Ual)+0 ]5(06 MWFRS WIM (Neg In[) ist Paalle): WmLer Increase=i 60, PMIe Increa5�160
Untmm ved 1(Ml)
VM. iS-t, Ol 4fYt0
ConcemVerL Wadspb)
vent Sd Live a=])
16) Uea0+0 ea s (, Lire (�1.)+0 ]5(06 MWFRS Wind (Neg. In[) 2M Parallel): Lumber Increase=160, Plate Increase=t 60
Wtorm Leads (3-
veR 13=-064, a4--10
Loads ConceMert Verc 6s=1z(FS. a=])
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OuiWers Flrs�Saace(Carta
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Cart00bn, TX- 5006,
6
8. Ws5 262024 MiTeRM9listr'kS, lx Mon Nw 18115114 2024 Page3
IO syBJaWofflkr mNM My04lkR1C2PSB7OHg3NS9Pgn18w3uITXbOK Doi7J CW
LOAD CIISE(5) Stoddard
1])Bad+06MWFRSWmJMm. LeRLumb Tim s 90,Pla@Inaeas�OWPRmetal=090
monomer Loans (plg
vent 13--0 ,4E--6
CwreMmteO Lw05 Ub)
VeM1 5-886(F-452, 8 4)
18) Ba0+06 MWFRS Wbxl Mon RUM Lumber Ina m,() M, Plate Increase=0 90 PR metal O90
Umfmm Lwds (pt)
Vert: 1S 463, 4b
Cq Udbmed Lwas pb)
--(F-152, 8 4)
19) Reo.1 BeM+06 MWFRS Wino (Pos. Intemal) LeR Lumber Increase=160, Plate Irommse=160
mnirwer Lwas (ql)
Vert 1-3-415, 4b
cwremrared Lw is UlU
Vert 5 907(1`-[62,B 4)
20) Reveaao Bea]+06 MWFRS Wino (Pos_ Internal) RUM Lumber Increase=l W. Plate Inman e l 60
Undmer Lwds (ptl)
Ved 13 415, 4b
Cwendrded Lwas pb)
Ved. 90](1` 6 .B-144)
21)Reversal.Bea]+06 MWFRS Wool(Ny. Imemag Left Lumber IMrease=160, Plate Inu -1 60
mnrtOmn Loan (ptl)
Vert 11-3,4f 10
C rerdrated Lwas gb)
Vert- 5-E99(FUm. N-Lm)
22)Reversal Bean+06 MWFRS Word(Neg. Internal) R,gM Lumber louam e=160, P6&lemase=1W
Low. Lwos (ptl)
Ved 1SS , 41 Y10
concemrareo Loans (b)
Ver15�99(F-458, B-MO)
23) Rmommo Bea]+06 MWFRS Wino (Pos_ Internal) 1st Parallel: Lumber lnoea�l W, Plate Increase=160
Undamr Lwas (p8)
Vert 13-427. 41Y6
C rmffr bdl rams (lb)
Vert 5 90
](F=4U, 8=-044)
24) Reversal. Bead+06 MWFRS Wno (Poi Inlemal)2no Pa2IIeo Lumberincro i60 PMte Inaeaso,i W
Undmer Loads (pal)
Cwcem2teo Lwos (Ib)
Veo5:90](F-[62, B�44)
25) Reversal Lead! +06 MWFRS N0M (Neg Imemal) 151 Parallel: Lumber mm, se=160, Plate InLom,l W
mdmmn Loads (ql)
Vert 13 M4,4f 10
CwcaNateo Lwos (lb)
Veo. � 599(F-58, B=44O)
26) Reversal Lead! +06 MWFRS Wino (Ne¢ ordered) god Parallel. Wmbtt Increase=i60, Plate Incrase=1 W
mmtaom Lodds (yA)
Vert 13=-534, 4b 10
cancemreted Lwds pb)
Ved 5199(F-158, B=440)
21) Reversal BeM+O 75 R000 trve (bal )+0 ]5(06 MWFRS Word (Neg. IM) Lefi). Lumber Inme,o,l 60, Plate Increase-1 60
Undmm Lwds (pod
Vert. 1-3=-7lay 4£ 10
canremrered Lwds(lb)
Vert �233](F-1192, B=-1146)
28) Reveaao Bea]+O 75 Rom Lou, (Mal ) + 0 ]5(06 MWFRS Wino (N , Im) RUm) Lumber Increase=l W. Plate Increase=160
Under Lwds VI)
Vert 13=-764, 4b 10
eanceulmded Lwds pb)
Ved 1 233](F-119E, B=-1146)
29) Reversal. Lead! +0 75 Root Lou, (bal ) + 0 ]5(06 MWFRS Word (Neg Im) W Paall J): Lumber Inao60 Plate
Incre. 160
mmtmm Lwds (yAl)
Vert 13 764. 4b 10
Cmcemrded Lwas pb)
Ved 5-233](F -ll92 B=4146)
30) Reversal BeM+O 75 Root trve (bal ) + 0 ]5(06 MWFRS Word (Neg. IM) 2no Parallel)- Lumber loocmase=160, Plale
Increa,l 60
Undarm Lwds (ptg
Val 13=-764, 4b 10
Cwcematmd Lwas (Ib)
Vert 5 233](F--1192, B=1146)
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,TX),
CanoCbq TX- 5006,
6
B. Ws5 262024MiTeRM9listr'kS,lx Mon Nov181151142024 Pagel
ID WBJaWouk =mNr MyD4lkR1CyP.B70Hg3NSgPgn18w3uITXbC.K Doi7J CH
... -I In 2
1
f
1a1-o
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SPRCING-
2-DO
CST.
GEFL.
n
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Poe8
W
TCLL 400
P6te Gnp DOL
1CO
TO
008
Val(LL)
no
-
Na
999
TCDL 250
Lumcer DOL
1 W
BC
or,
VeMOD
Na
-
Na
999
SCLL 00
Rep Strgs Ina
YES
WE
o04
Ha7(CT)
000
10
no
nh
BCDL 100
Case IRC2021TF,2D14
Maya-R
LUMBER- BRACING -
PLATES GRIP
MT20 244OW
Wapht 47lb FT=20%E 1l%E
TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal) TOP CHORD ShucN2l wood sheMNng Uhectly applltla680 oc Wrllns,
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP go
a2WSP SS(8ag except end vrd`.s.
WEBS 2x4 SP 1650F 15E or 2x4 SP No1 a 2W SP 5S(flag BOTCHORD RgM telling dlredly applied or 1 D Doc Mash,
OTHERS 2x4 SP No3(flat)
REACTIONS. AIIOear, 101-D
gg- MaxGw Ailfe lot 25010orks atjolnt(s)18,10,17,16,45,14,13,1E,11
FORCES. Vd-Max Comp Wax.Ten-Allfirce5250 (10)orkss except wBen sOam_
NOTES-
1 ) A8 plates are 15,3 MT20 unless cUdaN,e Indicated
2) Gable requires con0nwus bot an chool LESMI
3) Tmss to ce tiny sneaNed tram one race or Secure, braced against lateral movement (te. Magonal
4) GaMe h ds spaced! at 1-0 .
5) Recommend 2x5 strom]Lrecks, on edge, Spaced! at 10-0 0 or add fastened to each Boss w0b 3-0Od (0131-X W) raft
StrDlgbacks to be attacRV m v211s at Mar order ends or restrained by offer meals
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
MiTek®
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R85395685
UNIT-17
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bill
B. WaS 262024 MiTeRM9listr'kS, lx Mon Nw 18115115 2024 Pagel
ID:WEJaWRIT,
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61i
1 2 3
6 5 6 5®n!=1Y88
12
13
_
11 1U 9
8 7
.4=
fi=
Sea
as
Plate Offsets (XYl—
120.1A 0.1�I 1130.1d 0-1d1
LOADING (psi)
SPACING- 2—
Cal.
OEFL.
In (W) 1Me8 Oil
PLAMS GRIP
TCLL 400
Plate Grip DOL 1 W
TO 0 on,VCF(LL)
Na - Na 999
W20 2"190
TOOL 250
LunrCer DOL 1 W
BC 0a
Ved(CT)
Na - mar999
BOLL 00
Rep sd Ina YES
WE 004
Ha7(CT) 000 7 Na Na
BCOL 100
Code IRC2021RP12014
Maim-R
Weight 3111, FT=20%F, it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 w WSP SSUad
TOP CHOPS
Shudural wood sbeaNing d1reC11y applied w STO oc purllns,
BOTCHORD 2x4 SP 165OF t5E or 2x4 SP Not or 2x4 SP SS(flag
except end vertical
WEBS 2x4 SP 1650F L5E or 2WSP No 1 or WSP 55(fla)-ExcepP
BOTCHORD
Rigid Ceiling directly applied or 1 DO-0 tic bmnrg
11-02,R13:2x4 SP NO3gag
OTHERS 2x4 SP ad, 3(flag
REACIRONS. All bea n"S 59,0
(UP- M.G. Ai ere,m¢250Workssatjolngs)11,7,10,9,8
FORCES. old - Max Corr,Soho. Teo -All firces 250 Um orl, 5 except v.Ten shoed
NOTES-
1) AS Ida es are 15x3 MT20 unless Worceae Indicated,
2) Ca le regulres Wntlnwus Notion tlwN mamg_
3) TRUSS Vo de NOy shearred from one Face or securely N2ced o against ateral mvement (I
e. diagonal Web).
4) GaNk End" spaced at 1 4C tic
5) Recommend 2x6 sborgbaam, on edge, spaced a11" 0 oC and fastened to each bass with 3-told (0131'
X W) naes
SOorgbackS to be attached W Walls al Cher order erUN or restrained by order mead,
AkeeURNING V" dead, namerame, eed READ ISCUTSONTUSAND INCTURSED Mara REFERENCE RACE Mi — mcAo3ormom USE.
+ C IN ...
rj
...:........................ t3
MARCOS A. HERNANDEZ/
113878 f
1��anFS��CENS'a.G�a4ii
COR F-12513
November 19,2024
Mill
Jabvss �TvssTYpe
UNIT-17 KW04 Flom Sypmlel Golan
Builders Frslserm.((Car ,TX), Caragar, TX- 50061
n
1 2 3
I
15
pry Ply
J./pg ) R8539506
1 8. WsSW'"62024 MiTeKlfdliiat ,Ix Mon Nw 18115115 2024 Page
IO syEUaWofhk ramNr My04lkR1CiPs878Hg3NSgPgn18w3uITXbC.KW Dooii77J 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
Shortu21 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 5 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 "Argback5, 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®
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tle
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and ocsl BeNmo Component Soona laneaden �,Nm rmmve sweanfrotagcomponeal Aamu aW Om+r' eommponenaoml
)
In 7ss.1nllunekUsmn
Jabvss �TvssTYpe
UNIT-17 KW21 Flom Sypmlel Golan
Builders Frslserm.((Car ,TX), Caragar, TX- 50061
n
1 2 3
I
is
pry Ply
/pg ) R85395687
1 8. WsSW'"6J.2024 MiTeKlfdliiat ,Ine Mon Nw 18115115 2024 Page
IO syBJaWofhk ramNr My04lkR1CiPs878Hg3NSgPgn18w3uITXbC.KW Dooii77JI CW
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
Shortu21 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 5 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 "Argback5, 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 caN or restrained by order mead,
/f VV .
/MARCOS A. HERNANDEZ
/fi..., 113878
11�`SS/ONAIEtt�'��
COR F-12513
November 19,2024
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�alanaro
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u
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tle
and ocsl BeNmo Component sereta laneaden �,Ne rmmve sweanfrotagcomponeal Aamu aW Om+e' eommponenaoml
)
In 7ss.1nllunekUsmn
Jab Tn« �Tmss Type
UNIT-17 N/III mmv;2 Flom Grypodel Gad.
Buillddetrrn Fimisaa..(Ceno ,TX), Carman,TX- 5006,
n
i1 1
18.. 17 1fi 15 16
3x4 =
pry Ply
R1539501
1
8. W s 51262024
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MiTeRM9listr'kS, Ix Mon Nw 181151162024 Pagel
ID syBJaWohk axmNr MyD4lkR1CyI5B70Hg3N59Pgn18w3uITXbC.K Doi7J CH
Sao -1173
3.
fi
7 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 15E 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)18,10,17,16, 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 mss �Tman
UNIT -II MNLJ FLODR SUPPORTED G4BL
Builders Doggeaee(Ceno ,TX), Carman ,TX- s006,
1 2 3
13
pry Ply
J./g^/ ) R8539509
1 8. WsSW'"62024 MiTeRAk4st ,Ix Mon Nw 18115116 2024 Page
IO syBJaWofhk ramNr My04lkR1C2PSB78Hg3NSgPgn18w3uITXbC.KWrpoii7JI CH
5®n =1Y16
6 6
12 11 fib 9 8 T
3x4= 3x4 =
6412
6412
Plate Offsets (X Y1 13 IT G 181 114 01d 0-1AI
LOADING (psi)
SPACING-
2-0T
C51.
TCLL
400
P6te Gap DOL
1 W
TO
Om
TOOL
250
Lumber DOL
1 W
DC
o02
BOLL
00
Rep She Ina
YES
WB
006
BCDL
100
Cade IR=VTP12014
Maim-R
LDMBER-
TOP CHORD 2x4SP1650F15Eor2x4SPNo1w2WSPSS(flA)
BOTCHORD 2xd SP 1650E 15E or2xd SP No
1 w2x45P 5S(flal)
WEBS 2xd SP i650F 15E or 2W SP Not w W SP ssgal)'Excepi'
CEFL.
In
goa 1= OilPIATES
GRIP
Ved(Ly
Na
- Na 999 W20
2"190
ved(CT)
Na
- add 999
H0a(CT) 000
2 Na Na
Weight 291b
FT=20%F, 11%E
BRACING -
TOP CHORD
SNx1u21 Bond sheaNing directly appllM w6-0-0
oc purllns,
except end veNcels.
BOTCHORD
Rigid ceiling dimay applied w 1 OO-O cc Omnrg
12-Dr7-14:2x4 SP No 3gal)
OTHERS 2x4 SP No.3(fla )
REACRONS. All ldeaflngs 6R-12
Uld) - Max G. Aiere,on525001orkssaijolnt(s)12,7,11,10,9,8
FORCES. old - Max Goig.floho Teo- All mra, 250(Rd or F s except v.Ten admad
NOTES-
1) AS 1dales are 15x3 MT20 unless Wmnerse Indcel ni
2) Cable dames Wntlnwus Sudan tlwN beaNg_
3) Truss Vo de Noy smaNed from one Face sec
urely curely boded against ate21 movementgo (I e. diagonal Web).
4) Gables1Ws spaced at 1 4C oc
5) Recommend 2x6—P,1aa m, on edge, spaced a11" 0 oe and fastened to each does earn 3-tod (0131' X W) nags.
SOorgbatl3 to he a8ached In Walls al their order caN or restmned by order means
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 19,2024
kem 6 v nd p.mmetrma4n�anaesn. Ms n nwnnnexnaeneaeeP.6e.,.,,m.,�maa�Rnense.
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y1s ]ssa5]llunekUsmn
Jabvss �TvssType
UNIT-17 K1M124 Flom Sypmlel Gade
Builders F.A
—.(Can ,TX), CaooCbn, TX - 5006,
pry Ply
/pg ) R85395690
1 8. WsSw'"6J.2024 MiTVdlietrie5, Ix Mon Nov 18115116 2024 Page
ID:WEJaetlVHk ramNr My04lkR1C?NB70Hg3NSgPgn18w3uITXbGK Doi7J CW
Stale: LP=1'
14
4 7 e
m 15 14 t3
12
11 10
9
3. II
a4 II
aaa
aaa
Plate Offsets (XYl— 1Edoe (TlAr Nfi E0ce 0.1-81
LOADING (psi) SPACING- 2" CST.
GEFL. In
(da gut Oil PLATES
GRIP
TCLL 40 0 Plate Grip DOL 1 Ed 0 W
Ved(LL) Na
- Na Mg MT20
2"190
TORT 250 LumQx OOL 1 TO SO 002
VpUgCT) Na
- we 999
BOLL 00 Rep StressIna YES WE 004
Ha7(CT) 000
9 Na No
BCDL 100 Code IR=VTP12014 Matm-R
Weld: 44 to
FT=2(%F, it%E
LUMBER-
BRACING-
TOPCHORD 2z4 SP 165OF 15E or a4 SP No 1 or 2W SP SSUad)
TOP CHORD
Structural wood sheathing coal appllM a 6
oc purlins,
BOTCHORD 2x0 SP 1650F 15E or 2x4 SP No 1 or 2W SP SSgag
except end verOrals.
WEBS a4SP 1650F 15E or 2W SP No 1 w 2W SP SS(0al)
BOTCHORD
Rigid ceiling directly applied or1 DO-O cc Trading
OTHERS a4 SP No 3(0ag
REACTIONS. All Teadngs MHO
(IT) - Max G2v Allreanio�2v01borkss joint(s)16,9,1514,13,12,11,10
FORCES. (Ib)-Max Comp.Bloc Teo-AllZrx 250(ib)orlessex plwlrensbmm.
NOTES-
1) All plates are 15,3 MT20 unless NTemae Mchaded
2) Gabk requires corNnuous Cullom tlloN beam,_
3) Trips to be NOy sbeaNM from one Fece or securely b2ced agvnst lorml movement (I
e_ cultural webj
4) Cable studs spaces al 14-0oc
5)Recommend 2X strm,Tacks, on age, spaced at 1"0 op as humped each to eaTuns votb 3- TOM (0131"X3")ril
Stro�baGs to be algal to walls alSued order ends or, resTained by other means.
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 19,2024
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pop �a
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ro
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emend w 9ueaJee
u
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amw
and acsl Beaps cu,nem somplmmm0en a,unappe rmmve sweaneummgpal Aucc Omobee—�eam
coi
yIn1ss1nll.,Tp.p—
Symbols
PLATE
LOCATION AND ORIENTATION
1f2L�lIT L+I W Dimensions
ionsaeplate on joint unless xnt
offsets are Indicated
,
Apply pions are in h sidesinusioft, hs.
Apply plates to both sides oP tmss
and fully embed teeth
.
Ogee
� F
For 4 r 2 orientation, locate
p ates 0-'�d' from outside
edge of truss,
This symbol inCoates the
required direction of slots In
connector plates.
"Plate location detalls available in MITek
software or upon request
PLATE SIZE
The first dimension Is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots,
LATERAL BRACING LOCATION
Indicatedin the
symbol shown and/or
by tax[ in the Bracing section of the
output User orlbredng
If Intllcatetl.
BEARING
Indicates location where bearings
(supports) occur 4cons vary but
reecdon section Indlcatesjolnt
number/letter where bearings occur.
Min size shown Is for crushing only
Industry Standards:
ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal
Plate Connected Wood Truss Constmction,
DSB-22 Design Standard for Bracing,
BCSI'. Building Component Safety information,
Guide to Good Practice for Handling,
Installing, Restraining & Bracng of Metal
Plate Connected Wood Trusses,
Numbering System
61 1 tlimemlom shown in call) lx[eenMe
(Drawings not to scale)
1 2 3Jolnt lO
TOP CHORDS typ
� e WEBS L33 Qv 4
k
0 u 4 Y s
3 u U
OF ca css � a BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT,
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
Product Code Approvals
ICC-ES Reports,
ESR-1988, ESR-2362, ESR-2685, 5SR-3282
ESR-472$ ESL-1388
Design General Notes
Trusses are designed for wind loads in the plane of the
truss unless othenlvise shown
Lumber design values are in accordance with ANSUTPI 1
section 6.3 These truss designs rely on lumber values
established by Others.
02023 MiTek®AII Rights Reserved
M mi Te V
MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023
A General Safety Notes
Failure to Fallow Could Cause Property
Damage or Personal Injury
1, Addl[ional.tadlllry pricing for puss "tam a 9,
dlagonel or x-bracing, Is always requiredsae scsl,
2 Truss bracing must be designed by an engineer For
wide puss spacing, Individual lateral braces themselves
may require bracing, or alterni Tor I
bracing should be considered,
3 Never exceed the design loading shown and never
Stack materials on Inadequately draped tmsees.
4. Provide cold 89 of the truss design to the building
deadens,, eracticn SupeNlacq properly owner and
all other Interested peRles,
5. cut members to bear tightly against each other.
6 Place PI Ras on each face oftmee at each
joint and am led fully, Knots and Wane ajolnt
local ons are regulated by ANSI/TPI 1.
7 Design assumes trusses will be suitably protested from
the environment In scoot With ANSI/TPI 1.
8 Unless othemIse notetl, in of stile content N lumber
shall not exceed 19%at time of fabrlost on,
9, Unless expressly noted this design Is not applicable for
use wIN fle retardant pressrvelve treated or green lumbar
10. Cam par IS a non-stuctu,R Consideration and 18 the
reeponslpudry of truss fabricator. General credits Is to
cembertor bead load den ePllon
11. Pike type, Sue, cremation and location dimensions
Indicated are minimum plating requirements.
12 Lumber used shall be of Me species and else, and
In all respects, equal a or beder then that
stapled.
13 Top chords must be sheathed or purling provided at
Sparing Indicated on design.
14 Bottom chords Moans lateral tracing R 10R spacing,
or lees, If no del Ina I9 Installed IN... RneNvls. notetl.
15, Connestlons not shown are the responsibility of others.
16 Do not out or sitar trues member or plate WQnop[ or or
approval of an engineer
17, I nstall and load vertically unless Indicated Premise
18 use of green or treated lumber may pose unacceptable
environmental, health or perform once Asks. Consult Wlth
project engineer before use
19. Review all potions of this design (front, beck, words
and pictures) before use. Fw eWing actures alone
Is not sufficient
20. Design assumes mendasture In accordance Wlth
ANS[TPI1 auaitycrdtena
21, The design does not take Into account any dynem It
or other loads other Her nose expressly Stated,
CHILDRESS
ENGINEERING SERVICES
November 19, 2024
Grapevine Brownstones, LLC
15441 Knoll Trail Drive Suite 150
Dallas, TX 75248
Re: 250 East Dallas Road (Building 6) / Grapevine, TX
Lot Block
Plan Building 6
To Whom It May Concern:
2505 N Pl . Rd
Su 4 00
Ricbards®,' 75082
214 516630P
214 51L631P
wwwrss81oba1com
This letter authorizes the following plan, designed by Childress Engineering Services, in
accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been
designed to meet or exceed the specifications stated in the 2006 International Building Code,
the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33,
and currently recognized engineering practices to be utilized at the project listed above.
Calculations for the above plan were performed based on the following:
Subdivision: Grapevine Brownstones - Phase II
City: Grapevine, TX
Soils Lab: UES Professional Solutions 44, LLC
Soils Report: G241485
PI: 40
Qu: 1500
�GINEERING 3F
If we can be of further assistance, please give us a call. We apprvbjoji114yto be
of service. OP�'� ��P,.� •.1gsit/ �s
Respectfully, .`.......... .......i.'.
TCNY H. CHILDRESS
•e 72029 ` i
..:..................... x F
Tony H. Childress, P.E., S.E. F-7422
w .ces9lobelxom