HomeMy WebLinkAboutTH2024-004436City 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. 5, Unit 16 (1 Grapevine, TX 76051
Project shall comply with one of the following:
❑ Option Ill— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104)
9 Option 42—Total Building Performance Compliance: Section R405 (N1105)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R JI
❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R406.2
Note: The HERS® index is not validfor code compliance.
❑ Option #4 —ENERGY STAR Certified Homes® R102.1.1(N7101.4.1)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table R405.2
o Includes compliance with requirements from Section R402.4.1.2 (NI1024.1.2), R403.3.3 (N1103.3.3), and
R403.6.3 711103.6.3)
Note: Each 1-and 2 family dwelling shall be tested.
❑ Option If5— HB 3215 (87R) Home Energy Rating System Index Compliance
o Includes compliance with ANSI11RESNET/ICC301, as it existed onlanuary 1, 2021.
o Includes compliance with the Mandatorynouiromenis of 20181ECCSec[ron R4 ..2.
o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4.
Attach appropriate site -specific design compliance report and inspection checklist.
Name and version of the compliance software (if selecting Option 2 through s): IC3 current
I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted
average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating
system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct
sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the
minimum requirements for the compliance approach selected above.
Agency and Certification Number: SySte0lhaUSe - ICC 860592
Signature of Responsible Party: _,ALI
Printed Name and Title of Responsible Party: William S. "Stall" FOlsom, LEED AP
Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a commmee of
the North CentaI Texas Council of Governments (NCTCOG). httos://www. nctcoe.ondenvir/reeiona l-buildine-
codes/amendments.
Single Family House Energy Report
Project Details
Project Name: Cadence_Grapevine Brow
Builder Name:
Cadence Homes
Builder Phone:
214-341-0058
Builder Email:
stan@systemhause.com
Address:
BLD.5, Unit 16
City:
GRAPEVINE
County:
TARRANT
Zip:
76051
Certificate #:
1341998
Date Issued:
11/8/2024
Notes: <<<Phase 2 »>
William S. Folsom, LEED AP
ICC 5211469-7
Emissions Reduction
NOx: 3 lbs.
Sox: 6 lbs.
CO2: 5,196 lbs.
25%
Above Code
This single family residential project was found to be In compliance with the
performance measures described in the 2021 IECC with R408.2.3 Reduced energy
use in service water -heating option (DHW UEF greater than or equal to 0.81) as
calculated by the Energy Systems Laboratory, a division of the Texas A&M
Engineering Experiment Station using IC3 version 4.6.1
ENERGY SYSTEMS LABORATORY
OF TEXAS A&M ENGINEERING EXPERIMENT STATION
The values produced aregenerated by the DOE-2 building energy analysis program. These values do not constitute a
guarantee of actual energy usage by ESL or TEES.
IC3 performs the hourly annual energy csculatlon N accordance with the International Energy Canservallon Code
Section R405, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of the heating/
cooling system.
Authorized Signature:
�k
1��:: <9�ouro"cas Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence —Grapevine Brownstor Pagel of3
General
Numberof Bedrooms: 3
Wall Cavity Insulation: R. 23
Wall Continuous Insulation: R. 0
Orientation: South
Windows
SHGC: 0.25
U-Factor. 0.35
Roof
Cladding Type: Composite Shingle
Radiant Barrier: Yes
Sealed Attic: No
Rooflnsulation: R-38
Attic Area: 1057sq. ft.
Cathedral Ceiling Area:0 sq. ft.
Flat Roof Area: 0 sq. ft.
Wal I Area Neat to Attic: 0 sq. R.
Foundation
Foundatlon Type: Slab on Grade
Foundation Insulation: R- 0
A/C
SEER: 16
Tonnage: 5
Project Information
Structural
Floor 1
Exterior Finish: Brick
Floor Area: 469sq. R.
Stud Type: 2x 6
Floor Wall Height: 10 ft.
Stud Spacing: 16 in.
Front Side Length: 22 ft
Right Side Length: 23ft
Mechanical
Front Side Window Area: 39 sq. ft.
Right Side Window Area: 0 sq. R.
Front Side Shading: 0ln
Right Side Shading: 0in
Blower Door Test: 3 @ACH50
Back Side Length: 22 ft
Lek Side Length: 23k
Ventilation Type: Supply Only
Back Side Window Area:O sq. R.
Left Side Window Ares: gsq. R.
Ventilation Rate: 80 CFM
Back Side Shading: Oln
Lek Side Shading: 0in
Ventilation Operation: 24 his.
Floor 2
Fan Power: 21 Watts
Floor Area: 1057 sq. ft.
Area over Unconditioned: 588 sq. R.
Fraction Outside: 0.9
Floor Wall Height: 12 ft.
Duct Tightness Test: 103 @CFM25
Front Side Length: 22 ft
Right Side Length: 42ft
Supply Duct Insulation: R-6
Front Side Window Area: 57 sq. ft.
Right Side Window Area: 0 sq. R.
Return Duct Insulation: R-6
Front Side Shading: 0 In
Right Side Shading: 0 In
Back Side Length: 22 ft
Left Side Length: 47ft
Back Side Window Area: 90 sq. ft.
Left Side Window Area: 0 sq. R.
Heating
Back Side Shading: 0 In
Left Side Shading: 0 In
Heating Type: Natural Gas
Floor 3
Heating Efficiency: 0.8 AFUE
Floor Area: 1045 sq. ft.
Area over Unconditioned: 0 sq. ft.
Floorwall Height: 1 oft.
Water Heater
Front Side Length: 22 ft
Right Side Length: 47ft
Water Heater Type: Natural Gas
Front Side Window Area: 60 sq. ft.
Right Side Window Area: 0 sq. ft.
Energy Factor: 0.81
Front Side Shading: 0 In
Right Side Shading: 0 In
Size: WA
Back Side Length:22 ft
Left Side Length: 47ft
Burner Capacity: WA
Back Side Window Area: 58 sq. ft.
Left Side Window Area: 0 sq. ft.
Back Side Shading: 0 in
Left Side Shad Ing: 0 In
Ma
.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of
Estimated Annual Energy Usage
Proposed Peak Electric Demand:
Proposed Total Area Lights:
Energy Usage Category
Pumps and Miscellaneous
Ventilation Fans
Mechanical Ventilation
Space Cooling
Space Heating
Domestic Hot Water
Site Energy
3.3 kW
1,055 kWh
Proposed Design
Standard Reference
Gas (therms) Electric (kWh)
Gas (therms)
Electric (kWh)
0
88
0
88
0
1,009
0
1,264
0
185
0
173
0
2,784
0
3,341
258
0
423
0
97
0
97
0
360
4,065
520
4,866
Conversion factors:
Site to source factor. 3.16 for electric or 1.1 for natural gas (SCC 2015 R405.3)
Unit:1 MMBtu =10 therms or 1 MMBtu= 293.1 kWh
Mm...
.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 3 of
MOITeko
RE: UNIT-16 & 25
MiTek, Inc.
400 Sunrise Ave , Suite 270
Roseville, CA 95661
Site Information:
916.755.3571
Customer: Project Name: UNIT-16
& 25
Lot/Block:
Model:
Address:
Subdivision:
City:
State:
General Truss Engineering Criteria
& Design Loads (Individual Truss Design Drawings
Show Special
Loading Conditions):
Design Code: IRC2021/TPI2014
Design Program: MiTek 20/208.6
Wind Code: ASCE 7-16
Wind Speed: 115 mph
Roof Load: 135.0 psf
Floor Load: 75.0 psf
This package includes 45 individual,
dated Truss Design Drawings and 0 Additional Drawings.
No. Seal#
Truss Name
Date
No.
Seal#
Truss Name
Date
1 R85361625
A01
11/15/2024
21
R85361645
F01
11/15/2024
2 R85361626
A02
11/15/2024
22
R85361646
F02
11/15/2024
3 R85361627
A03
11/15/2024
23
R85361647
F02A
11/15/2024
4 R85361628
A04
11/15/2024
24
R85361648
F03
11/15/2024
5 R85361629
A05
11/15/2024
25
R85361649
F04
11/15/2024
6 R85361630
AOSA
11/15/2024
26
R85361650
F05
11/15/2024
7 R85361631
A06
11/15/2024
27
R85361651
F06
11/15/2024
8 R85361632
A07
11/15/2024
28
R85361652
F07
11/15/2024
9 R85361633
B01
11/15/2024
29
R85361653
FOB
11/15/2024
10 R85361634
B02
11/15/2024
30
R85361654
F09
11/15/2024
11 R85361635
BXO1
11/15/2024
31
R85361655
F10
11/15/2024
12 R85361636
BX03
11/15/2024
32
R85361656
F11
11/15/2024
13 R85361637
BX04
11/15/2024
33
R85361657
F12
11/15/2024
14 R85361638
BX04B
11/15/2024
34
R85361658
F13
11/15/2024
15 R85361639
BX05
11/15/2024
35
R85361659
F14
11/15/2024
16 R85361640
BX06
11/15/2024
36
R85361660
F15
11/15/2024
17 R85361641
C01
11/15/2024
37
R85361661
F16
11/15/2024
18 R85361642
CO2
11/15/2024
38
R85361662
F17
11/15/2024
19 R85361643
D01
11/15/2024
39
R85361663
F18
11/15/2024
20 R85361644
D02
11/15/2024
40
R85361664
FF01
11/15/2024
The truss drawing(s) referenced above have been prepared by
Nhlbek USA, too under my duet supervision
based on the parameters provided by Builders FustSouroe (Carrultlon,T)Q.
Truss Design Engineers Name: Hernandez, Marcos
My license renewal date for the state of Texas is December 31, 2024.
Texas COA: F-12513
IMPORTANT NOTE: The seal on these moss component designs is a codification
Nat the engineer named is licensed in Me jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1 These designs are based upon parameters
shown (e g., loads, suppers,, dimensions, shapes and design codes), which wem
green to MTek. Any pic ect specific information included is for MTek
customers file reference purpose only, and was net taken into account in the prepamhon of
these designs MTek has net independently verged Me applicability of the design
pammeters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and propedy incorporate these designs
into the overall building resign per ANSI/TPI 1, Chapter 2_
COR F-12513
November 15, 2024
1 of 2 Hernandez, Marcos
MOITeko
RE: UNIT-16&25-
Site Information
Project Customer:
Project Name: UNIT-16 & 25
Lot/Block:
Address:
City, County:
No. Seal#
Truss Name
Date
41 R85361665
FF02
11/152024
42 R85361666
FF03
11/152024
43 R85361667
KW01
11/15/2024
44 R85361668
KW02
11/15P2024
45 R85361669
KW03
11/152024
2 of
Subdivision:
State:
MTek, Inc.
400 Sunnse Ave , Suite 270
Roseville, CA 95661
916.755.3571
Jab A., �Tvss TYW
UNIT -16825 A01 ROOF SPECIAL SUPPORT
BUllaers HeAS xee(Csm ,T.), cxmoBon, Tx - d,
'aa 11
2 'F=
I 1PN J
IUf 56�� )) R85361625
Job ReferencGlgg)s0i�, Ix Thu Nw 141450362➢24 Page 1 630s 26ID24MReeiifisB
IOVUBmmGYgWHs%c6NNys8XBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJC'Jf
66U
66U
as II
s a
6 T b
5
a4 II Rd II Axe=
ua II
I
PMIe OtiieofXYl- 603T03-ol
LOADING (psi)
SPACING- 2-0
C81.
Be- In dcC) Died t/0
PLATES GRIP
TCLL 1000
PUte Grip DOL 1W
TO023
VCbLL) Na - Na 999
MT20 2"BW
TORT 250
Lumber DOL 1 W
BC 020
VCF(CT) Na - nor, 999
BCLL 00'
Rep Stru Ina NO
WE 090
Ha(CT) -0.W 6 Na Na
BCDL 100
Care IRC2021RP12014
Maim-P
Weight 311b FT=20%
LUMBER- BRACING -
TOP CHORD zxa SP 165OF 15E or2x4 SP No 1 wzW SP SS TOP CHORD Binomial wwtl sheaddng Ulreclly
applies a 5814 oC Wrilns,
BOTCHORD zxa SP 1650F 15E or 2x4 SP Na1 aw SPSS Cxcept eM veNmis.
WEBS 2x4SP No3 BOTCHORD Rigid ceiling Olrmay applied
or 5oc ending_
OTHERS 2x4 SP No 3
REACTIONS. All bearings""
(Ib)- Max Ho¢ 8=71(LC 29)
Max UpIM AIIupI1ft100lborlessa tint(s)8,5e ep16=-1630(LC30),T=1663(LC27)
Max G2v Aire ioW2501babss MlolM(s)8,5e pt6=1742(LC31),T=18W(LC34)
FORCES. 00-Max. Comp elm Ten -All forces 250 du or CIE except when added
TOP CHORD 1-2---680R04, 2�1IBV11T9, 3--59M580
HOT CHORD 7�767UM 6-T=136T/13(4T 56=59NMO
b WEBS 3519 4,2-T=182WT7622L. 24562526
NOTES
l) W d ASCE 7-16, VuI=115mph D, scandal gust) S VasOimph. TCOL=6 Opst, BCDL �=6 0psf, hft. B-MIL L=MIR Cav�2ft Cat
ll; Exp C; Enclosed. MWFRS gineclunag add CC Calrel(J) zone, Cantilever left and right ex(wsed. end vertical left add MM
More DOL=1 60
IsdW V,C-0formem0. add Was 8MWTRSfissonly
For MW;eu s towd(wAD
uadsm altrip
wud (romlal to Ne race), see SYaMam lndusby
ForslWrasFer ),s
27 Truss aus
oe Ne M1r!
Gable End D as or buMm. ANS
as app11a
nmle guaried buR]ug designer as pu ANSIrtPI 1.
mme
3) PmvNe Meguale021rege prua ut r pricing
Wordcadn""Frm,
a) Gabled beres wnbnwusbmume Wee ceaccru
5) Toes to be Wily one Fece or securely braced against Nte2l movemem Pe diagonal webi.
SF.OFT.
6) 2TF0c"For
m2maJfo
a• p. -1
L!It
9S
•.•''•,.•I
Tuna CrsMRben psfboftom nyollcerlrvebads.
T)TMS loadnonCnn
j G,IS+
truesI dendesgned braind inaflamasth
bMor200psroniM W[um Uatl In a8 areas v.Terea reCGngle3b01all by 2-OO vnde
8)'Tbl T200p o
beeollnum id
/ A
MM,mlas
wleMbetween We M(Wmcnord aM anrmcer memcem_
a.a
9) Pmvue memankal tonne on (by mN s) orbuss W Ma pbte Capable mvnMb Wmg ioo Ib up10I atpmME) B 5 except (Vim
/...............................I
6=1630,T=16W
/MARCOS A. HERNANDEZ
10) This wss has been desgnes for aRoal deg bad or 300 pft Lumber DOL=B 3N Poo, gdp DDL-D 33) Connect Was to resist
/••••••• ........................•
drag leads along remain, Chem Man ALTO W 6-1-0 for 3000 M
1% 113878 .—.
COR F-12513
November 15,2024
,wA GV"Ms,paMmetrmalaREADNnTeanNHISANDIN«naDMEEREFERENCERACEalro,m..,RAW3ORE use,
MiTek®
trader
Fug—I9ueance rega title ��
a',yye„s ws a
n
mw msN
ouaiy'en amtiwnalwm'ePtrnunl
anJaCSl BM mp Componem SaMytw5a,Mdn �pue rmmve snoM�etaumog component pamu �Ovw+.' eommmnenaom)
916753571uM1,TE
Jab -
UNIT -16825 N/III Am02
ers Haace GuidrslS(Cana ,TX),
12xa It
5a.s
T Type
"
PN
R85361626
Ja kClnsetl
2
1
Cano6bq TX-5006,
[p j
630s 262024 MReKiKdLsOiAS,Ix ThU Nw 1414503]2➢24 Pagel
ID:VuMn YgWHs
NHysOMmnR7F WsB7OHg3NSgPWL6 3ulT GMDo7J42JCs1
a2o
sau
azo
a20
025F1-2
3m@=r141
a4 =
2
3JI^
u
4
as =
LOAOING (ps1)
SPACING- 2-DO
Can.
OEFL. In
pbc) Well W
PLATES
GRIP
TCLL 10D.0
P6te Gip DOL 1c0
TC
042
Vedi T07
4-5 >993 480
MT20
2441190
TCDL 250
wmcer DOL 1 W
BC
035
Verdi -014
45 >SD] 240
BILL 00
Rep Strgs Ina YES
WE
D28
Hiai 0of
4 n2 n1a
BCDL 100
Code IRC202VFP12o14
Matrx-
WinNLL) 0.00
5 -- 240
Weight 34 to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Ea2x4SPNo1w2x4SPS5
TOPCHORD
SrrcN2l waod sheathing directly
applied. except
end verhals
BOT CHORD 2x4 SP
1650E 15E or2x4 SP No1 a 2W SP SS
BOT CHORD
RIgM telling directly applied.
WEBS 2x4 SP No3'ExcepY
15 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31
REACTIONS. (sue) 5=05$ 4=M6Tahicel
Max H. 5=71(LC 9)
Max Uplift 5=5D(LC 814--52(LC 9)
Max G. 5,804(LC 1). 4-8011)
FORCES. Pq- Max CompMa,. Ten -All forces 250 Uld or less except Men shave.
TOP CHORD 15=2821112, 3-0=295/116
BOTCHORD 45-36W6]
WEBS 25 96382,23 889392
NOTES
1) Wind- ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsf, BCDL=6 Opsf, h-�f' OR, BAST, 1=40ft, eavoi Cat
IL Exp C. ErcJoseh, MWFRS (dlreLLonaQ add CC Contain) zone; onablever led and fight exposed . end veNcel left and Mat
ex,ronex -0for memdea and forces 8 MWTRS for reactions shoran, Lumher D01=1 Wprate gdp Di 60
2) Paund, adequate drainage to prevent rater pondeg
3) Ths ands has
s horn designed for a 1D 0 psf hDdom tlroN live load nommncmreat with any other Irve bads_
4) -This truss has teen designed her Ee'md of 20 Opsf on do, Isomer chard in ad areas wM e a rectangle 380 tall by2-Do vide
veil Fd BeMmed the Ndam ctmrd and any other mental
5) Red, to ghder(s) for trues to
truss cnnncxWns.
6) Pronoun,mechanical connection (by Nters) of Bass to tearing plate capable of withstanding tOD It up0a at pmt(s) 5, d
]) Thin doss desgn requires that a minimum of 7116" structural wood sheathing be applied directly to the Top
chord and 12- gypsum
shcehock be aWhed the" to Me hoBom chord
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
��ro'�ea� is gate wan,dr.
MiTek®
nzug
u
„aenafmniPrnunl
evmain,e nor
oin-c 1-H
.1a,�,5,1,Mn l,os—
Jab TnROOF
Type Dry PIy
QANm Bl' q R8536162]
UNIT -16825 A03 ROOF SPECWt GIRDER 1 L Job Ret...
2'gq� )
Builders FirslSaace (Cart ,TX), Carto6bq TX-5006, 630s 262➢24 MRei fidLsOifs lx D. Nw 1414503]2➢24 Pagel
ID:VuBm YgWHSXc6NHpBXOznnR7F WsB7OHg3NSgPWL6 3ulT GMDm7J4 JC]I
1T2 Gbtz 88n 1" 10 12-1. 1.
1b2 xim z-1-15 2-1-15 11-15 z-s]
® =t 253
025 12
.m = zx4 11 3xa = zx4 axs = .4 11
4x5 g 12 2 3 d 5 6 13 ]
1
0 9
1t 4x8= ]xYb= Sv&= 8 111
4x5 —
IT4 2
6b12
10A10
N314
15d-0
b]E
LOADING (psi)
SPACING-2-0U
C51.
OEFL. In (bc) VUefl Ud
PIJVES GRIP
TCLL 1000
P61e Go, DOL 1 W
TC 031
Ven(Ly C S "n >9YJ 480
MT20 24N19J
TCDL 250
Lumber DOL 1 W
BC 048
vmku) -07 3l0 >999 240
BCLL 00
Rep Ske's Ina NO
WE 094
Hoa(CT) 004 8 Na Ina
BCDL Joe
Conde IRCz021RP12014
Matrix -MS
WIM(LL) 003 10 >999 240
Weight 2081b FT=20%
LUMBER- BRACING-
TOPCHORD 2,6 SP 2400F 2 BE or2n65P DSS m 2x6 SP M 31 TOP CHORD Structuralwwtl sheathing directly
applied w 55 ocp pins,
BOTCHORD 2x6SP2400F20E or 2x6SPDSSOr2x6SPM31 except ear veturals.
WEBS 2x4 SP No 3'Exr¢pt' BOTCHORD Rigid ceiling directly applied or
To cc anciM
1-11 2x6 SP 2400F 2 BE or 2x5 SP DSS m2x6 SP M 31
REACTIONS. (size) 11=0.58, 8=D68
Max Horz 11=]5(LC 5)
Max Uplfl 11=267(LC 4), 8=z45(LC 5)
Wax G2v 11=43]4(Lc 1), E=414o(LC B
FORCES. (Ib)-Max. CompRAax Ten-Allfirres250platokssexceptwhenshowrt
TOP CHORD 1-11=671/56, Y-2-493139, 2-3=10515r561, 3-0=105ha1663, 45�993/430,
5f>=.6989/432 ]�113/51
BOT CHORD 10.11=52lD289.910=4095165, B-9=294M362
WEBS 2-11=]66]/518,2-10=-2VaE635&10�01/1354-00-1ISM 71Y, 4 9=2]85/20],
5 39/59, 69=19913423, 6d=5409349
NOTES-
1) 2-pty ass to Be connected! together vMh 10d in 131 NY) nails as Mlows
Trip clwNs connected as full ows M - 2 rays staggered at 0-TOoc, 2x4-1 lox ato9a m
Bottom chains connected as rations, 2x6-2lows Ma,mmid at 030 oc
Webs connected as!allows: 2x4 -1 low at G-9C cc.
z)M kids are considered eguallyapplledtoallplle., pldmtedas Ronl(F)orbx (B)Ma in Ore LOADCASE(S)se n Pith,
pN connections have man to to distribute only loads noted as (F) or (B), umess o0 emse ndlcateIr
S� OF TF \l1
3) Wind ASCE 7-16, Vutt=115mph (3-second gust) VasdSYmph; TCOL=6 OpsE, BCDL=6 Opsf, b�0fl; B-0Sfl, L=MIR eav,SB, Cat
.• p.
4Sl
IL Exp G EaJoseq MWFRSmunclanak, canMeverled and nghtexposed . end vertical eR add near exposed; Lumber DOL=1 So
plate gas DOL=1 SO
�•.
/
/A
4) Pmvindeadeguate drahege to prevent vela pcandng
as a00p ti e load lrvebands.
............................
6)Th6 truss itottomdroN
truss has oeIn deslgxdnra the eadaha0ces the botmm toad In allareas wnerearecrangn3ab tae by z4ld wide
s)' has bendeseignedfr thehinnoanavrtenlwMany youshe
;.MA DZ
/MARCOS A. HER.....
a memcers_
wRhtbetweenthelMlomchon add anyn
••••p••••••••••••••••••••••p••••
of
T)11Phonate7 memanical conneLlon (by Nners7 of pass m lieanng pate capable mvn0islaMing too lb uplm at pinks) except flt=pl
8-245
1 11 38 78
fi"1°9O,r;.
<iCENSE�:
8)Burga(s)o otherconnesion devne(s) shall he manned sutticdatosuppod concenbatal banks) 1000 In down snit 5l lb up al
1,�SS�QNALG\�
36q am i 0001b down and 51 In up al 13 HT on top ctmN,and 2475 lb down and 2o3 n up at 6-412 on bo0om audit The
desgn/saecbonorsuchmm tnndevlre(s)Bnerespansiblli( aothes
LOAD CASE(S) Standard
COR F-12513
November 15,2024
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UNIT -16&25 R03 ROOF S"F ML GIROFR
SuMW Firms—(Cauu ,Tx), cxrtoBlon. Tx - s086,
LOFO CAM(5) S n0a,U
1) Dea . Rm1 Llve (0 Wnu ) LumOel ln[rease=100, Plate Ina as l DO
Ung mLoMs(p0)
Vert 1- 50,8-11=-20
Co¢ nMa Loaas poj
Vert 10=2E75(F)12=1Oo013=1000
1 Py
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1 630 s L 26202E..l 6 dI1 IV, Ix Thu Nav 1E 10503] 2M Page 2
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29-0
3
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2d8 1.
2d8 2AU
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LP i 3 4
1
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-4 II ss - 3xa II
1
9 IVI
5x8 - 8
5>5 =
1
1..
114T
18
4110
S2-8
LOAGING (psi)
SPACING- 2-DO
C51.
OEFL. In
(bc) Met Ud
PEAIES
GRIP
TCLL 100-0
Plate Gip DOL iC0
TO
043
Ved(LL) -016
310 >999 480
MT20
244/190
TCDL 250
Letter DOL 1 W
BC
079
VeMCR -021
310 >839 240
BCLL 00
Rep Strgs Ina YES
WE
OW
Hoo(CT) 007
8 Na nh
BCDL 100
Code IRC20217F,21314
Matti
WIM(LL) 005
S10 >999 240
Werght 81 lb
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Ea2x4SPNo1aWSPS8
TOPCHORD
Shu[Nml wood sheathing directly
applied. except
end yerhals
BOT CHORD 2x4 SP
1650E 15E or2x4 SP No 1 a 2W SP SS
BOT CHORD
Mind ceiling directly applied.
WEBS 2x4 SP No3'ExcepY
1-11 2x6 SP 2400F 2 0E or2a5 SP DSS or 2x6 SP M 31
BeACIIONS. pae) 11=058,8-0 8
Max Horz 11=81BO9)
Max Uplid 11=1vdLC R, B=-109(LC 9)
G Max 2v 11=2019(LC 1). 8=2019(LC 1)
FORCES. (M) - Max mpMax Co.bF s . Teo- All 250 Md orexcept xTovm en sb_
TOP CHORD 1-11�35AEI 2�3139/8CQ 3d=3738810, 45=-357Y]79, 56=$S@R83,
]�088]
BOT CHORD 1011�431, 9 to- 96114051,&9- 112249
WEBS 211=282&'6502-10=$1]11601,&10�9911]3,41 D—D 113$4-Y-62311 85,
5-9-5&Vm %7,6-9-940fl6re 6-E=2738645
NOTES-
1) So it ASCE 7-16, W8=115mpb (3seccnd gist) VasdSimph, TCO1=6 Opsf, BCDL=6 � Opsf. h0tl; B-45fl, L=408; eaW,5ft, Cat
IL Exp C,Enclosed, MWFRS(dlreari ant CC Caner(3)Ase, onbleyer left and right exposer, end We Left ant right
exposed;CL Mr members ant faces 8 MWFRS fir reactions sbgyn, Lumber DO1=1 SO plate grip DOL=f 60
2) Truant, adequate Manage To prevent rater ponddy.
3) Thes Nor designed for a 110 pef Wftom clan,! rive load norawncurteht with arry Ober live bads_
truss has
4)- The Wss has been designed for a We land of 20 Opsf on the read clad in a0 areas wMre a rttUngle T60 to®by 2-OO vide
\`l
wfl, belw,en me honour rnom ant am other meanders
OF
TF¢911
5) Pmyge mechanical connection (by Was) of boss to llearilg plate capablecdVntbstaMmg MD IN uplm atpnnt(s) except (t=b)
tptE •
6) The Buss design nMmum be direct, to Me top 10'
realitiesNm od sheathing cN and um
at a af]/ib" strucbmmodapplied gyps ecly
�
shcehock he applied dy" to Me Whom chord
f A
; ....:......................;....
;MARCOS A. HERNANDEZ
1...•. 113878 i...
COR F-12513
November 15,2024
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281 2d9 2d9 2b9 2b9 L.I
sale-124
o2fi FIT
as= 2x4 II &4= nor II On = 2. II
2m ll 2 3 4 s 6 ]
yl o E
✓11 Sol = 5v8 - sr8
so-n
so-n
LOADING (ps1) SPACING- 2-DO C51.
TCLL 100.0 P61e Gnp DOL 1 DO TO
"I
TCDL 2s0 wmcer DOL 1 W BC 074
BCLL 00' Rep Str,a Ina YES WE 0]6
BCDL 100 Code IRC2021rtP12014 Mafia AS
LUMBER-
TOPCHORD 2x4 SP 1650F t5E or 2x4 SP No 1 a 2w1 SP SS
BOTCHORD 2x4SP 1650F t5E or 2x4 SP No 1 w WSP SS
WEBS 2x4 SP No.3'Excepr
1-11 2x6 SP 240OF 2 BE or 2xS SP LISS or 2x6 SP M 31
rOca
ex
141(O
S 11
GEFL.
to
(bc)
Web
HC
PLA7
GRIP
Ved(LL)
C 4
3t0
>993
4W
MT20
24V190
Vat(CT)0
t9
310
>9m
24a
MUCACT)
006
8
Nor
no
WMNLL)
004
S10
>999
240
WmgM 79 to
FT-2
BRACING-
TOPCHORD Structural wood snealnng directly applied. except end verticals
OOTCHORO Rlgld ceiling directly applied.
BeACIIONi (sine) 11=058, &McrOannal
Max Roo, 11=81B09)
Max Up118 11=103(LC B), S- lD6(LC 9)
Max G. 11=195MLC 1).8=1958(LC 1)
FORCES. (Ib)-Max Comp.Mlax. Teo- All fires 250(N) or less except xTen sboWo
TOP CHORD 1-11=325M, 23 51STM, 3d=3518075, 45=-.3358rr4], 56�36]/r51,
]�299/86
BOT CHORD 1011�11228],9-10=-9 825,&9- 272124
WEBS 2 1 1=268,5635, 2-10=30V1524,&10�169.410-398/128,4-�901179,
5-'—Me /164, 6-9-32W1602, 6-8=2611V625
NOTES-
1) W it ASCE 7-16, Vu8=115mpb (3seccnd gust) VasdSimph, TCO1=6 OpsE, BCDL=6 DpsY. h,30tl; B-4511, L=400; eav,5fl, Cat
IL Exp C. Malosed, MWFRS (dire tionad add CC GAMMES) zrne, oni llever left and ngbt exposed, end veNal ER and add
expcse ,CL nor members add tares 8 MWFRS fir reactions sngm; Lumber DOL=160 plate Me DOL=160
2) RwMe adequate dralrege to prevent rater pondmg.
3) T s truss has ran designed for a 100 psf bo0om mon! live load noncr ncunent with arty odor live odds_
4)- Thls race, bowl designdfor a Eve lead of 200p9 on the Whom chord In a0 areas wlcere a rectangle 3 0ME by 2-Do unite
WN fit between Me Whom clad art add aotter memcers
5) Re er Io glyderts) drwss W buss connections
6) Prwlde mechanical connection (by Editors) of Bass W beamg plate capable of werstaMing 10016 trafft at jolnt(s) except (1t=m)
11=1w,8=1 Be
]) The truss dexcu requites Mat a mdlmum Ed 7PIV'sNshin d wood sheathing be applied M exMt In the top cnod and I2' gypsum
sheekock W applied dirra, to Ode WOom chord
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
MiTek®
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Bl' q R85361630
DNIT-16825 AOSA JACK-CLOSEB 1 L Job ReterencGlp� )
Builders Fird ce(Carr,TX), Camara, TX-5006, 630s 262➢24MRei R2L 1''s I— R. Nw I 1a So. 2R24 Pagel
ID VuMm YgWHs NHpOM-nR7FI sB7OHg3NSgPWL6 3ulT GMDo7J42JC'21
2 R 5 11 R5 < an a 12-21 L-ID8
2. 2 49 14 a 14 S 249 2E-1
s®I.-1245
02 I 12
3.6= z.411 3.4= 2.4 II 3.4=
2 12 3 5 1 13
10 9
3x10 - 3.1. -
a-11
R,Fa
'
SU-11
4A3
'
LOAGING (pst)
SPACING-
2-DO
Can.
OEFL.
n
god
Poe8
lad
TCLL
100.0
P6te Gip OOL
[c0
TC
036
VEMLL)
C08
310
>999
480
TCDL
250
Lumcer TOIL
1 W
BC
052
Vedi
all
3 a
>999
240
BCLL
00
Rep Stress Ina
NO
WE
0a
Hari
004
8
Na
Ma
BCDL
100
Code IRC20217F,2014
Ma0[t-AS
Windi
Too
S10
>999
240
LUMBER- BRACING
Ron
Rit
5-
PIAms GRIP
MT20 24,VD0
Weight 48011, R=20%
TOPCHORD 2x6 SP240OF 20E 0r2x6SP DSSor2 SPM wood dlcaN 31 TOPCHORD Structural od showhi, directly applied. except end ve
BOT CHORD 2x4 SP 1650E 15E or 2x4 SP No1 w2W SP SS ROT CHORD Iligld ceiling directly applied.
WEBS 2x4 SP No 3'ExcepY
1-11 2x6 SP 2400F 2 0E or2x5 SP DSS or 2x6 SP M 31
REACT ON3. (site) 11=0.58, B=Mcrlmnlral
Max Hox 11=2819)
Max Uplld 11=141(LC B), 8=-061(LC 9)
Max G. 11=2822(LC 1), 8=3011)
FORCES. did -Max Comp.Mlax. Teo- All forces 250(N) or l s except v1di shower
TOP CHORD 1-11-48Y130, 23 908I1078, -0 48951079.4 F 27DW9 5b=427D/ .
7�996239
B(3T CHORD 1O11�B&3532,3to- -115V48B68-YL 841
WEBS 2-11Roldeal2-10=334/1651, 3l D-876itF, TrMl 3. 59�TH122
6-9=-380M816, 6�3414(804
NOTES
1) 2pty days to Ire connected together wM wri (0131`x3') nails as t01bas_
Top chords connectM as folload 2x6-2 rays staggered at 0-30 oc, 2x4-1 raw at 0-ST oc
Bottom on de, connected as Toll. 2x4-1 Buy at 0-TC)
Webs donne ted as tokows 2x4 -1 any at 0-9D od
2) A9 leads a2 conewered equally app&U to all pges, except IT noted as and (F) or back (B) lace In the LOAD CASE(S) seams Ply to
pry domlcotrons have been pmNded to dolubNe only loans noted as (F) or (B), unless agenda, Indicated
3)Wrdl ASCE 2-i6 ViiThmph(3sttmd gust) Vascoldr ,TCDL=60psf, BCDL=60psl,b-�011, B-0511, 1=40ft, eav,5ft. CatTF.\\1
IL Exp C. Endoseh, MWFRS(dlrecL 4add C Comer(3)zonedanRlever led and right ey0sed, end veNcel left and lMht
p. .
...�jaMJ�j
expSm eQC-0farembers and foci MWFR5lormadlonsshoq wLumber DOL= (Anntegdp DOL=160o
4) Provide drainage to
/
adequate prevent rater pondeg
5) This Food hasbeen designed for a l o 0 psi bottom clroN live load nommncunent with any 0urer live bads_
+ 2• //� ��
6)' This tors, has been designed bar a WdWit of 200psl on the botlom chow In au areas wMe a rectangle 3b4 tal by 2-DO vide
/^^t^•••......................
vn®N between the twom chord am am otlrr mendsom
�MARCOS A. HERNANDEZ
]) Refor to protests) forhods to W55 connections.
-1......................p••••,
,�
8) Prwns, mechanical conimandn (by others) of Ross to beamg plate capable of withstanding wD II, upOft Mpint(s) Except (p=U)
9)TNA WssllesgnrequlresNtaminimum N7116"shudumlwoodsheMhingbeapprrewdhedlybNeMpcb
wdl2"gypsum
11\
sheeWdt r, applied drrecny to the bottom chord
SS/ONAI"'G`�
1In Hangem) or other Conneclpn dencets) shad be pmvged sNociat to sup" Concentrated harts) 1oo0 m dawn old 220 lb up at
3-0-0, aMd moo Ib down and ZM IM up at 1341-0m rap chow The cesgmseledlon orsucb m rdecwon dwrce(s) sftre
oxponsbllMorathers.
COF-12513
Loao CASE(S) Standard
November15,202,2024
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LOFO CAM(5) S n0a,U
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Co¢ nMe Loaas poj
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ROOF SPEChIL SUPPORT
1
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Carto6bq TX - 5006,
Job Reference/pgpnaljli- Tbu IJ-1411.392➢24 Rode1
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2. II
Nor I12_
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5
a.= ] 8 9
18 17 in 15 14 13 a 11 10
2x4 II 2x6 g 6[8 = 2. M = d6 II 6xa = 2. B on =
i4-1.
4168
Plate Ofise,o CKY1 112"T"T11140"O SOI 1TENXT80.3N
LO DING (ps1)
SPACING- 2-0
C51.
OEFL.
In dial VdeB I/d
PLAIES GRIP
TCLL or.
P.M Gip D.L 1 W
TO023
Ved(LL)
in - Na 999
MT20 244/190
TCOL 250
LumMr OOL 1 do
BC 016
Ved(CT)
Na - Nor 999
BOLL 00 '
Rep Stru Ina NO
WE 0 %
Horz(CT) T 01 10 Nor Na
POOL Joe
Code IR=VTP12O14
Mr1 S
Weight 80 to FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 a2WSPSS TOP CHORD
Shualu2wstation, dod stn, director ly applied 6-0-0 pu CC dins,
BOTCHORD 2x4SP 165OF 15E or 2x4 SP NO aw SPSS
except end veNcels.
WEBS 2x4SP o N3'Es"i BOTCHORD
Rigid telling directly applied or 6a 0 oC Mating, Except
1-182x6 SP 2400F 2 BE or 2x5 SP OSS or 2x6 SP M 31
106S oc tracng. 1718.
OTHERS 2x4 SP No.3
REACOONS. All Oeadngs 141"
(to)- Max IT. 10 81(LC 9)
Max Uplift At uplift Had b or less al ands)except 1B=353(LC 22)10=983(LC
30), 11=-99MLC 27),12=1028(LC 30), 13=-1041BO 2]), 14=101MLC 30),
15=-1024(LC2T),l =953(LC30),17- S(LC2p
Max G. All reacllma2WIb.,less joint(s)e p[18=355(LCM),I0 lO5(LC
31), 11=1120(LC 34),12--1139(LC 31),13=115](LC 34),14=fl23(LC 31),
15=1139(LC 34), 16=10Ffi(LC 31), 1]=]33dLC 34)
FORCES. Uhl -Max Comp/MaC.Tert-AIIPore¢250 (Ib)orless except wlren sbmm_
TOPCHORD 211034/10503-0 451/,Va.4=9]4h3]6M6 MV3]8,6-]-86&868
]8=39]1354, 8-Tti`88/555
HOT CHORD 11-1]=820er36, iSi6=498/45q 1415�45/29], 1314�01/3]6, 12-13�9]l8]2
6-153939
82]/3]6,
1&-02 10.
WEBS 511=108]/1101,]-12,496/1B0,6-13=1TVY114Z 514-501/18y,415=-1132/1118,
3-16-�`222052-P-47(od$2-16=-150711553,4-04=152&fl54$6-12=-15050515.
810=1321/1331
\\\�
0F•TFx�
NOTES
FtpSE 11
1)W it ASCE]-i6, Vu8=115al(3Ssxdrd gust)VaMdIRrph,TCOL=60psf,BCDL=60pst,t�Ofl; B-15$. L-MIE eave=2ft, Cat
j G,J.• f �)
IL Exp C.Endlosed, MWFRSMixecllonad mM CC Caner(3)Aae, cantleverled and right exposed, aid wMad left mM Who
expcsajCC(or memCas add forces & MWFRS for reactions strand, Lumber OO1=160 plane grip DO"ED
2) Tress desgned for vied kedsmtlleplalreofthe Wssonly_ For"sex(wsedtomnd(l alto8re Xsee StaWaMindus8y
/••••2•••••••......•••••••••2••••
Gagne End Defads as apprable, or consuflqualified wlamg designer as Per ANSVTP11_
/MARCOS A. HERNANDEZ
3)Pmvlde adequate d"Mage no pmvent y2Rr priding
••••p••••••......••••••.... •••
�l
4)cable acquires mhtinaous around mom hearing _
5) Tres lace fury sMatbed fiom one face or sealrery braced against Ideal moarrerd(e-da,halx td
113878
y�o: •yji
s) Gable 2o-B
A ;</CENSEL+\1�f
studs spaced of to
1 G;
11d
]) The buss Inds ceen designed! for G for a 100W Whom c1wie load nonconcurat with any order lose Ranks
SS/OriAl'�'
E7• This Buss has teen designed for a We bad of 20 Dog on then m chord In all areas where a rttflngle 3 tall by 2-0S vide
wN M refined Me Ielmm chord add a, ottcer, membms_
9) Private Mechanical conaechon(by oh"RU of Bass To team,plate Capable of withstanding 353 toupift atpot 18, 982M upYfl at
COR F-12513
)omt T), 998 to armal pant fl1 [O281b upr8 of }tch 1$1041 to upift a joint 13, 1010 to uplift at pant 14, 1024 to upr8 at joint 15,
953 N uplift at ant 16 and 638 toupffi a joint P
November 15,2024
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tl/T R85361631
UNIT -16&25 M6 ROOFSPECLALSUPPORT 1 1
( ) Job Reterenre/yMpnalj
Builders FirslSaace Carta Cart00bq TX-5006, 630s 262➢2E MR Ix ThU Nw1E1050392➢26 Pa 2
ID Vu&n YgWHs NHpOMmnRIJi sB7OHg3NSgPWL6 3ulT GMDoIJO JCJI
NOTES
10) This imss l as Lcen ctestgoect fora tNal tlmg IoW of 300 p0 WmL oOL=(133) P6@ gnp OOLji 33) Corneal Wss to rests[ Ogg tracts along Lollom eOON firm 0.OU
to 141"for 3000 plf
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1,I 2
1112
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City
P
R85361632
1
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Job Reference/p.�Is0iA5, Ix Thu Nw 141450.402➢24 Page 1 630s 262024MD
ID:VuMn YgMHs
NHpBMmnR]RTC'MSB7OHg3NSgPgnL6 3ulT GMDa7J4 JC'
9-8
# 12
a]5 12
sa@=1111
z ax4 =
3
I I
\
3x6 -
v
d
h4 -
LOADING (psi)
SPRCING- 2-00
C51.
GEFL. In
(Jac) Weft Ud
PLATES
GRIP
TCLL 10D.0
Plate Gip DOL 1 W
TC
0 W
VeMLL) -0@
5 >999 480
MT20
24,V190
TCDL 250
Lumcer DOL 1 W
BE
019
Vai(CT) ow
5 >999 240
BILL 00
Rep Str ar Ina YES
WE
049
Hmz(CT) 000
4 n2 ma
BCDL 100
Come IRC2021frP12014
Matal
WIM(LL) Gal
5 >999 240
WeJgM 38 to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w4SPS5
TOPCHORD
ShucN2l wood sheathing directly
applied. except
end vemlrals
BOTCHORD 2x4SP165DF15Em2x4SPNo1m2WSPSS
BOTCHORO
Rlgltl telling directly applied.
WEBS 2x4 Sp No
REACTIONS. (size) 6=1,ecbama1, 4-0.
Max No. 6= B(LG 9)
Max Uplift 6=55(LC 8). 4---mr(LC 9)
Max Gary 6=8]8(LC 1), "78(LC 1)
FORCES. (M) - Max Cmr,,,p tTen- All Micas 250 But or less except wlren sbmm.
TOPCHORD 1E—&45202, 1-2-88)280, 34-314M20
BOTCHORD 4b 42APQ
WEM 15-351110O, 2S-V[Bc30, 24-102WM7
NOTES-
1) Aft it ASCE 7-16, Vu11=1 Meoph (3,aoAd gist)smSCD Vaimm. TL=6 0psf, BCDL=6 � Opsr, h0n; B=45$ L=40ft; eavct5ft, Cal.
IL Exp C, EndoseR, MWFRS purrournaO aid C Comer(3)zone; cantilever left and ran exposeb; end vertical left and Firm
expov.V;CL Mr memhxs add tortes 8 MWFRS Mr reactions snows, Lumlmr DOL=1 GO plate gdp DOL=160
2) Prwie adequate manage M prevent vaMr pondmg.
3) This Wss has Caen desgnem Mr a 100 per Whom card live loam nonwncunent with any other lure
e Jam_
4)•Tins Imss has teen designed for a no, lead of 20 Dpst on the bottom chmm In all areas where a rectangle 3 tall by 2-0 vide
WR In national trainman rand add am oHm members_
5) Refer M guider(s) Mr Bass to buss connections.
6) Panama mechanical connection (by offers) of truss M nearing plate capable of wthstaMnng 5511, upon a joint and 57 0 uplift a[
1DIda
T) Thin buss design regdres Nat a minimum m 7116" structural woW sheathing he applied directly M the Mp chmm and 12" gypsum
shcebr ck the applied the" to Me Whom Union
ySPS� F'r4 11
MARCOS A. HER....
............................
113878
COR F-12513
November 15,2024
MiTek®
Jab mss �TMr. Tyro
UNIT -t6825 801 RaNSpeoal
Builders Firslsaaea(Cauu ,TxTx ), cauoli - so06,
2-510
2-5 0
.4-
2
1
8
pry Ply
j R85361633
3 1 Job Reference/p.�11s0iA5, Ix Thu Buy la 145P40211 Page 1 630s 262024 MR
ID:VuBmd YgWHsxc6NHVBMms 7Fi sB7OHg3NSgPWL6 3ulT GMDo7J4 JCs!
b7-12 &60 438
025FIT 5xq= mmr-11]5
2.a II Ma
II
T 4 5
Lfi = ] fi
.1. =
EP
N7 2 P3-a
b]42 b7-12
LOFOING (pity SPRCING- 2-DO CST. OEFL. n (bc) Weft W
PLATES GRIP
TCLL 100.0 P6te Gip DOL 1DD Trip 041 VCdBT) TIM ] >999 480
MT20 2441190
TCDL 250 Lumber DOL 100 BC 023 Vat(CT) TO ] >99 240
BOLL oo' Rep Strgs ln0 YES WE o45 Ha](cT) 00 6 Na nh
BCDL 100 Code IRC202VFPIM14 momax NS Wini Go ] >999 240
Weight 53 to FT-2
LUMBER- BRACING-
TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2w1 SIP 55 TOPCHORD Shuctrial wood sheathing directly
applied. except end vedlcals
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 co 2W SP SS BOT CHORD gold ceiling directly applied.
WEBS 2x45P No.3
REACTIONS. diesel 8=MeclNnrcal, GAdechary m
Max Max S aNLC 9)
Max UPIR 8=-00(LC 8). 6=]3(LC 9)
Max Gray 8=1215(LC 1).6=1215(LC 1)
FORCES. pq-your CoWri Teo -All hopes 250 di or less except wlren shmvn.
TOPCHORD 1d 2M 01, 23=13831378, 3-0 138]/385
BOT CHORD ]38811031, 6]=216/599
WEBS 2�132&4142-]=11]l6]53-]=]51261, 47=2651955, 4{ 12851425
NOTES
1)unbalancedo flN ba65I beencroskler manna¢ n.
2) W W ASCE ]-16; w8 115mph (15 gust) Vasd lmph, TCDL=6 Dpg, BCDL=6opsf, h-�f' k BA5fl L= , eav 5H. Cat
IL Exp C. Endoseh, MWFRS(dlrecdonaQ add c Comer(3)zone; carbleverled and right exposed , end veNcel left and' Mat
expe,mi mor membea and forces 8 MWTRS for reactions shmvn, Lumber D01=160 plate grip Di 60
3) France adequate d2iwge to prevent rater minimum
4)This truss has ern designed for a 100 psf bottom droN live load announcement with any other Irve bads_
5) -This ones has been designed her Hap, lead of 20 (hof on the Cotbm chord in au areas wM e a rectangle 3b0 tau by 2-DO vide
poll Fri between Me hero. could and am, Dina members_
6)Roder to gime(s) names N tmss conceckens.
]) Pmvlde mechanical connection (by Nnmed of Mass to beading plate capable W withstanding 70 lb upod at jolts 8 and]3 to uplld A
j0In6
8) Trot Wss deign requhes Nat a minimum N]/i6"snuctr2l worm sheathing be applied d8etlly to me top chin and i2"gypsum
p•..........
sheebock be applied t my" to e Wdom chin*
chi
/
/MARCOS A. HERNANDEZ%
�...... -
.38.7- .....:...
1
1...•. 3878 :...
1
COR F-12513
November 15,2024
,wa fi w nrnn.mmetrnanan��Tesa. res rh Lrarnnexnaene.eeP.fie.,.,,re., ,expelME,
�aro
MiTek®
ol—�a,
umw umw 9ueancerega�Jtleap
u
msH
s� .pVT ouaiy'cn amtiwnalwm'ePhmtunl
and acsi Bumps comvonem surely hmmmp0on �pue rmmve saueanhsumogcompneuh paauu �Ore+a' eomm�enaom)
are ]ss1nllunews—
Jab ITn .� �Tmss TYpe
UNIT -16825 N/0m02 ROOFSPEChll SUPPORT
thunders Flrslsanee(Csmn ,Tx), cxrtOBon, Tx- 5006,
8Ad
8-0d
an 12
pry P
R8536163d
1 1 Job Reference/pgpnalj Ix Thu Nw 141450.412➢24 Page 1 630s 262➢24 MR
ID VuBm YgWHsxc6NHpOMmMIFI sB7OHg3NSgPWL6 3ulT GMD.IJ4 JC'/1
438
139
.,t II
2. II
2
3 4x5=
4
12
11
al
9
.11
firs=
a. II
r.xi
LOADING (psi)
SPACING- 2-0
C51.
GEFL.
In
pbc) VdeB Ud
PLAIES
GRIP
TCLL 1000
P6te Go, DOL 1 W
TO
049
VChLL)
Na
- Na 999
MT20
2"UM
TCDL 250
Lumber DOL 1 TO
SO
It12
VCmCT)
pa,
- Na 999
BOLL 00'
Rep Stru Ina NO
WE
061
Haz(CT) -0.W
9 Na Na
BCDL Joe
Code IR=VTP12014
MatrkS
Weld: 54lb
FT=20%
LUMBER-
BRACING-
TOPCHORD 2z4SP1650F1.5Eor2x4SPNo1w2WSPSS
TOP CHORD
Structural wootl sOeaNing dlredly applied w 6
oc purllns,
BOTCHORD 2x4SP1650F15Ew2x4SP
Not w2WSPSS
except eM veNcels.
WEBS 2x4SPNo3
BOTCHORD
Rigid telling directly applied or 6 0«Mating_
OTHERS 2x4 SP No 3
REACl1ONS. All bearings 93A
(Ib)- M.H. 1Y84(LC9)
Max Up]M All upBft too lb or less a ands)except 12 1155(LC 27). =1083(LC 30), 8=1096(LC 27).
9=1209(LC W0 10=1204(LC 21),11=1136(LC M)
Max G2v ABreacllom2501borks at)DIM(s)excepl12=1203(LCM).2lM3(LC31),8=1201(LCb).
9=1334(LC 31),10=1311(LC 34),11=1255(LC 31)
FORCES. (o)- Max Court, Adds. Tn.- All orti525D Va or lcss except wlven sbwm.
TOP CHORD 112 I21111151, 1- IDKV10 g. 2-3—t8&492, 3-0 1 02411012, 4 20/414,
5b MCIAA36, 6- 10W 59M6
BOTCHORD 11-12=6B6'610,10-11=540/498,9-1D-812O69,&�425, 7J5�2
WEBS SS 831139, 4 o—ti41217, 110=1301/1291, 2-11=-530/201, 1-11=152611573,
3-9=166811703, 68=-120611177
NOTES-
1 ) Unbalnced rrorlNe bads lave been cnsdered for ME resod
2) Who: ASCE 1`6 Vutt=115mpb (&second post) VasdSimph. TCDL=6 opsE, ROOL=6 OpalL, br,300, B=45ft, L=MIR, eavC,2o Cat.
IL Expo Enclosed. MWFRS(ducclonia and C-C CcECCO)zone; canbleverled mN right exposed, end verial eft add obt
exposed,C-C or members addforces B MWFRS or reaclons they, Lumber DO1=1 SO poo grip DOL=1.6o
OF
�,<,pS.F••
3)Tmss desg V howled badsmibepineoroe Vussnry_ ForMWseg setltowod(mrmaltooer«e),seeS Mallodusby
... 4
Gabe EM Oetal6 as apply ble, wconsu0 quall d bwMing tleslgneras p ANSIRPI 1.
GD. • S �,
4) Provoe adequate durnzge opreveart rater Pondbg
/ A
5) Gabe regmres Fon8nwus b .Find beam,,
6) Tmss tocehaysbea F00m one fare ors«very b2ced against eteral movement (teal®gonal web).
/.M•••••••................DEZ
2
T) Gabesodsep«M htz33«.
/MARCOS A. HER.....
8)The Wssles Vman desonMtwa 10s g1bonwn Wwdnteload with offer ebatls.
••••;••••••••••••••••••••••;••••
benonco«mreht
areany
ncrea
bra We othrP200pslon the, Wlldm chord In aN areas wTerear«Ungk 3bOtat by 2-DO vnde
9).1IS imharen 0. efforn Chord er humnoters
/ .� 11.38 %a
(�1P
</CENSE�:
10)Pmvoem«bneiimnn«rwn(byotbeB)of stobeanngplateayebleotwlll ndingll551bupMatl01M12,1083oupiM
at,o,M7. 1096In uW adjoin 8, 120911, uplift at pant StI0 o uplift at Mint iD and 1136 to uplift at pint 11
11) This does has been Oesoned rwatooltlag load of 300 plf Wmbco DOL=(133)PN@gnp DOL-{133)Cml ttmss to ResResods
ding bads along botldle cnwd imm TO to 93E or 3000 PIT
COR F-12513
November 15,2024
Aw4 G V" 19nd—etrmndREAD NO,ESONHISAaD�LDDeD.nexREFERENCERACE .,.,,m.,dAER3 F EaE,
�aro
Mill
no traog
m%vmn> .weed 9ueance rega title ��
u
mw msH
0uaiy'en amtiwnalwm'.Ptrnwgl
an4acslm,R,g Componem SxRulmmmxfion m�m¢tlefimmMSnoM�elauMog component pamu �Ore+.' eomm�enaom)
.,a zss3A umou.s—
Jab a 1
UNIT -16825 N/III BmX0
BuiWersFirsl3aace (Carta ,TX),
�4
�Tmss mssType
Flat GrtJx
CanoBoq TX- 5006,
tAi
Ili \I�
I1b Rx 51635 Ps J6➢1..1ulU P44RgeIB:VUBmdrGYgWHs%c6NNysBXBsnRTFIC'MSBTOHg3N3gPgnL8w3uIT1(bGKNSCBaIJ4zJCW
b119
1-8-0 '
3 fi �i 5®n!=1.136
,A-0
31-1
1„E
,A]
1-G„
IA-]
Plate Offsets lX Yl-
0380-0-12I IT-40441
LOADING Boll)
SP...N.- 2-0
C51.
GEFL. In
Bloc] Vdeft t/0
PLATES
GRIP
TCLL 1000
P6m Grip DOL 1 W
TO
014
Ved(LL) C
6 >9Y3 480
MT20
244/190
TCDL 250
Lumber DOL 1 W
BC
a.
VSMCT) -002
6 >993 24.
BCLL 00'
Rep SImss Ina NO
WE
073
H m(CT) 000
5 Na Na
BCDIL 100
Code IR=VTP12014
Madd, MP
WIM(LL) 000
T >999 240
Weight 37 lb
FT-2
LUMBER-
BRACING -
TOP CHORD 2 4 SP
165OF 15E Dr2x4 SP No 1 w2W SP SS
TOP CHORD
2L C W
-0Crilns[ 14,, except end veN�ls
BOTCHORD 2x6SP2400F20E
0r 2n6SP DSS0r2x6SPM31
BOTCHORD
Rgld ceiling directly applied or l OO-00c Mxing
WEBS 2x4 SP No 3'Ev¢pr
IN 2,a SP2400F20Eor x SPDSS,a2x6SPM31
REACTIONS. hale) 8=058, 5-mealaNcal
Max Boaz MLC 4)
Max upM 8=105(LC 4). i--te3UC 5)
Max Gray 8=139$LC 1), 52496(LC 1)
FORCES. (Ib)-Max. Comp Mlax Ten - Allfirrept s 250 dig or less excewhen smman
TOP CHORD i�i34]/i N, U2=98N88,2i219/101
HOT CHORD 6]=t05/9865b=109/1219
WEBS 4-7=12W1535, 2-7--fA61702s=40K]53, 3{ 7655$35=-1810/143
NOTES-
1) W it ASCE 7-16, Vult=lt5mph (3-second post) VasdSimph; TCD1=6 01ash BCDL=6 Opsf, h�OflMIR eavc= ; B=1511, L=50, Cat
II; Exp C; Enclosed. MWFRS (dl eadmag, ca Meyer left and nghle ,pled, mtl WRs d kftana ngMexpoud; Lumber 301-160
plate grip DOL=1 SO
2) PmvMe adequate do nege In prevent water punding
3) The boss has been postulated for a 100 pat Whom cold me load nommoromm nl with any oam Irve bads.
4) 'This Was hasKn designed for a Ne bad of 200p9 ou the CotWm child In all areas xTere a rectangle 3b0 tall by 2{ wide
wR M between Me Nfted chord and any olhrr members_
5) Ruder M glyder(s) for Boss W lmss connecTKKos.
6) PmvMe mechanical connx9on (by Dumps) of truss W learn, plate rapabla NvnlhshaMmg 105IN upirl at pint and 183 to uplift at
1mm5
7) Graphical pupil representation does not depict the we Or the Orientation of Me puffin n along the top and/or COtloand
8) Han ends) ca other mmmchbn dirdirc s) shall be pornmed suMc nt to sup,r d concentrated bads) 7811b down and 721n up at
2o12,a"787 1, Conan and 701n up al 4812, add 10821n down and 78 1, up at 4-112 on Mtlom open The desgNselecamna
su nconnection dewe(s)Is late re,mfdldy or ONas
9) In the LOAD CASES) section, loads applied to Me face of the Boss are must as fount (F) or back NN
LOAOCASE(S) Standard
1) Dead
+Roof five pW6nced) Lumina lnome a=i 00, Plate Increase,100
Uniform Leads, (put
Vet 1d 250 s8-20
Concentrated loads ad
Ved. 9=-784m) i0=1869(F=-1082, B=78T)
r
F PtE OF TF�>t11.
t.
' ARWOS A. HERNANDEZ:
....;.....113878 ....;...�
/CENSE�.G;a4ii
COR F-12513
November 15,2024
Mill
Jab
Tn«
Type
Dry
PIy
R85361636
UNIT-16It 25
BX03
�Tvss
FIAT
1
9
Builders FhoQwm.(Carta
N/m ,TX),
CanoCbn, TX-5006,
J Job Reference[p Ij
Bl'
630s 262➢24 MReKiKdLsOiAS Ix ThU Nw 141450.422➢24 Pagel
IT Vu&ndrGYgWHs NHVBMmS 7TIC'MsB7OHg3NSgPWL6 3ulT GMDo7J4 JCW
2-]-0
4IRS
L.]-]H 31612 12-5A
2-]-0
2-3d
1-68 1.2-3-0 2612
..—I22D
2x4 II ye. .= an_
2x4 II
v-�]x8 =
� 2 ry57l 3 � 0 5
fi
1a
12 11 15 1B
1s
N n
13
1.1. TIS14 1.16=
1.16=
L10 Mt89HSg
PLY-L"LY CONNECTION REQUIRES THATAN APPROVED
FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR
LOADS REPORTED M NOTES FACE MOUNT HANGER SHALL BE
ATTACHED WITH AMINIMUM OF 0 LIBl T NAILS PER HANGER
MANUFACTURER SPEUITCATIONS.
2-]-0
41. 77A
31612
2
2-3A 2-US
2-N
LOFOING gee, SPACING- 2T U Bad
TCLL J.D. P6te Gnp OOL 1 OR
TC 045
TCDL 250 Lumber DOL 1 OR
BC 092
BCLL 00Rep Gtru Ina NO WE 0ED
BCDL 100 Code IRC2021RP12014 Mate, MS
LUMBER-
TOPCHORD 2x6 SP 240OF 2 BE or2w6 SP DES m2x6 SP M 31
BOTCHORD 2x6 SP 24WF 2 BE o= SP PER or 2x6 SP M 31
WEBS 2x4 BF 240OF 2 BE or 2M SP 240OF 2 BE or 2x4 SP ORR'Excepl'
1-13] B 2x5 SP 2400F 2 BE or 2x6 SP ORR in 26 SP M 31
""11,5-10,6-Y 2M SP 1650F 15 or h45P No t or 2x4 SP 55
4-110-10. 2x4 SP No
REA(EONS. (sire) 13-0.5 8=068
Me, IT 13=6gLC 21)
Met Gray 13=13403(LC H, 8=133T (LC 1)
FORCES. (10)-Ma, Cora laxTen.- All ems
Ten RM or Less except Mon shown
TOP CHORD 1 13=11246N, 1-2=14295N, 2�1429SU, 3d=24049N, 4�24262]0,
5T-14959N, 6-]=1495900,741-118894)
BOTCHORD 12-13=12814,11-12024049, 10t 1-MQKC6 TM-CCE262, 8- 12
WEBS 1-021H]086,2-02�]2N40,3-02=-t2492N, 11t=000M,4-11�/it]9,
4-10=11311394 5l0-0 16,✓9=1195 ,6-o—�98220, 7-9 Wl49.
OR=
h10 MU. II
121S
.2
GEFL.
n "'
VUeO
1/0
PLAIES
GRIP
Vedl
-012 1-11
>9Yl
-a
MT20
22W193
VEL(CT)
-019 10.11
>F3
24.
Mi8PH5
==n
MERCT)
005 8
Na
Na
WIM(LL)
00210T11
>999
240
Weg111: 2781b
FT-2
BRACIBG-
TOP CHORD 2L-0CC Mns(6DO max) i-], except Elbe vedkals
HOTCHORD Rgld ceiling directly applied or l To oc Mxing
NOTES
1) Wa
2) its
3) 3 My truss to be Connected together BUD l W IS 131 NY) nails as tolbws_
Tap chords Connected as all. 2x6-2 may, staggered D ITS D C,.
Morgan Chords netl mned as (allowdays s staggered D-TO D0 no
M, connected as manses : 2x4-1 new at o-9 0 ME, Except memcer 2-12Zvi -2 news staggered at 0 TO oc, member ltl 9M -2
news sniggered al"0 to. member S10 2x4-2 news staggered at M4-0 oc
4)AYk dsarewnsmeredegmil appidmallpll.exceptgmmdas0oM(F)orbak(B)acemAle LOAMCASE(s)Becton. Pym
pry cOlmec9a5 have been pmNded to disMWe only loads noted as (T) or BE). unless oglelwSe Indicated
5) Wad ASCE 7-16, VulQmph (15econd gus) Vosd- imph; TCML=6 opsT, BCM Opst. h=Wk 5=45$ L=41g; cave M. CRT
M; Fxp C. Elide , MWFRS (dlrecdon er canbleyer left and fight ex(ased; end veltlal leg and DEBT exposed; LumOr MOL=t-GO
Plate
gnp DOL=1 OR
6) Pmvlde adequate Manage m prempa vent Mer amg.
]) Art poles are MT20 platss unless ogrelwse indicated-
g) Thy Loss has been designed mr a 100 pet bogom clean hve load normuncurdent with any EARS, here
ads.
9)' Thlsgusshaslrendesg VmralN dor20Apstoniheb mOl inaAareasx reare ngle Db gby200vnde
will fit between me botmm chard and am raw, members.
1M) G2phbal pudln represenoWn aces nN dep 1 Me dBe or me orematen Erthe pudln along me lop armor bWbm tlwM.
rj�ngnnnn - nvn=I
/ AeA
ytP.. x4sh
MARCOS A. HERNANDE2:
....;.....113878 V.
....;...�
1IlitS10
��CENSE�.G;a4ii
COR F-12513
November 15,2024
MiTek®
Jab ITn« �Tvss Type Ory IPIy
N/m KI 9 R85361636
UNIT -16825 BX03 FIAT 1 J Job Re�erence[p�1p Ij
OuiWers HunSwace(Cnro ,TX), CanoObn, TX-5006, 630s 26ID2E MReKiKd150VS,Ix ThU Nw1E1050.022➢26 Paget
ID VUBvd YgWHs NHysBM-S 7 ICMSB7OHg3NSgP,L6 3ulT GMD.IJ0 JCW
NOTES
11)Hangerpd or oNer connecllon deVlce(s) shai O pmvAed sulflclenito suppout concenMrb bad(s)(159In dawn at C-l", 1911 IU down and 122 In up al 0.t0.6, 6551n
dawn at 2-1 Bd, 19M lb comma and 12610 up at 2-104,19%N doom and t2610 up at 41", 0660 I0 down at 4-108, 1195 b down and 9010 up a[ F1", 19M lb
doom and 126In up at &10 4. 3073In davo add 180In up al 2-7b, 1195 In down and 90 A up at &10d, 19M In doxn and 1W to up at &10-0, and 1195 W doom and
90IGWat 10.10-0,and1938I0WonaM126bupal 10-10donbottom Mort TNedegWN k on Nsuchconnetllon Cevrce(s)Isi msponsNlldyofo8 m
LOAD CASE(S) Standard
1) Oead+ Roof Llve(laalanced). Wmher lnvease=100, Plate In0ea5 l M
London LOMs Urn)
Vert: 1- 50, 813=-20
Concentraled Loads old
Vert:12=2233(F=295, B-19 8)11�598(F--0 , B=1938)10=-3W3(B)14 22 (F=-2M. B 1901)15- 3133(F=-1195,B-19M)16�133(F=1195,
8=-1938)17-3133(F=-1195 B=19M)
Ann-AI-r is �n �wan,se.
MiTek®
tr.�
p
ev om° nm -N m�1
e
.,a1�I'lllhul K.=—
(Jab ITC .� �Tvss Type Dry PIy
N/m 8l' R8536163]
ONIT-16825 BXO4 FIAT 1 4 Job ReterencGlp )
Builders FASaace(Carta ,TX), Carmatn, TX-5006, 630s 26ID24 MRei RdLsO�F's Ix ThU Nw 141450.432➢24 Pagel
ID:VuBv YgMHs NHpOMmnRlJM sBTOHg3NSgPWL8w3ulT GMW D.]J4lC'/I
3H-L 12d 10.7-10 141. 1S18W 1]-8-12 19610 0Ra
3H-14 35fi 33fi 3-5-6 1A14 1-9-14 1-414 11-6
®@=13d
h4
58 - GS v 3xI - hI 5x6 = 4x6
7xl0 = 3x4
8-
j HT 521 2 5T 5219 3 � 5Z 4 ISZ 521 20 r,,, I*
2y iT 1fi 15 21 @ 23 14 24 13 25 122fi 2T 11
OR .10 = 5x12 MDeMR= - 7AR 6x0= 4x8=
se. =
PLY-T6PLY CONNECTION REQUIRES THAT AN APPROVED
FACE MOUNT HANGER (SPECIFIED BY OTHERS) 13 REQUIRED FOR
LOADS REPORTED m NOTES FACE MOUNT HANGER SHALL BE
ATTACHED WITH A MINIMUM OF 0148X S NAILS PER HANGER
3a14 ]-2i 10-F10 14 IS 17a-12 21A
3814 33fi 33 3 6 37-12 Till
LOADING He, SPACING- 2-0U
C51.
TCLL 1M. PER, Gnp DOL 1 W
TOO55
TOOL 250 camber OOL P.
BC I.
BOLL 0 0 ' Rep stru InO NO
w8 t 00
BCDL 100 Code IRC FlFT 120t4
Matra: -MS
LUMBER -
TOP CHORD 2x65P240OF2DEor2x6SPOSSCr2x65PM3t
BOTCHORD 2x65P24D0F2OEor2x6SPDSS.,2 SPM31
WEBS 2x45P165OF 15E or 2M SP No 1 or WSP SS'Excepr
1-t8,i0.11 2x6 SP 240OF 2 OF or 2x5 SP BSS or 2x6 SP M 31
2-17,3-15.4-14,&13,8 12 W SP No_3
OEFL.
In
(bc)
Vdeft
Oil
PLATES
GRIP
VMdLL)
o17
td
>Mer
488
MT20
244]193
VEF(CT)
-042
14
>601
240
Mi8AH5
MEW1]9
Ha](CT)
008
ii
Na
Na
WIM(LL)
002
14
>MIR
240
Wega1: 6111b
FT-2
BRACING-
TOPCHORD 2TToc Wrtlns(6(TOmax) 1-10, exceplendsertkals
BOTCHORD Rgld ceiling directly applied or 1 To 0 oc b2dng
REACTONS. (size) 18=0.58, 11153
Max Harz 18=]2(LC ])
Wax G. 18=1o55t0.0 1), n=n816(LC l)
FORCES (Ib)-Max. Comp RAax Ten-Allfirre5250gloorkssexcepletwosbood
TOP CHORD 1-18=t013MU, t-2=166]MU, 23=284]Zb, 3-0=.M082/0, 45=33524N,
S718-O6�201657 8-9=2011910 64
1121
2. 13=
iSP=di66]4, 14-0Cr=0.284]2, t&14�/34M2 t2-13�/2]ID0
OM408
BOT CHORD 1]-08=0/10643
it-0,017991.
WEBS 1-1]1/9991, 2-1]�995N, 2-05=N13498, 3-15�"JTIN, &14�5l18, 4-14=2414N,
4-13=190810, 5d3-135110, 613119314, 6-1Y 10137N, 812=36W8, 312=0(13]50,
142NJ0
NOTES-
1)nYa
2) 4yty Russ to be conmxted together wlN 1M IS 131 NY) nails as follows
Top Ulordsonnecled as tollaurs_2x6- 2 cae, slaggered at ITS Cc.
rr chords Connected aTolkeis
1e
rPSEOF'... F\t
onnecled as Raises520 t uw at PRO oc, Except ember S132x4-2 rows staggered at 04-0to, member &122x4-2
�
9S
CMs staggered at 05-0 OF
i r7S: 1�
AOacb TCw1jcCDam Wfts(ASTMA30T)Inmer meat memcerwM sMvsal CC
eAT• •• A
ABacb BCWcedem Wo (ASTMA307),n Mecentx.f NememberwMas rsat4U0o[
3) N bads are Considered egnally appled W all plies, except 0 acted as Sort(F)or back(B) lace In the LOAD CASES) sermon Ply to
%.................................
ply Connections nave been pervaded to distribute only loads noted as or IN, unless mlerwree Yaraoted
;MARCOS A. HERNANDEZ
4)Wind-ASCE]-i6,Vu11=1 North(3-sxwld glst)VasdSimph.TCDL=6 Opsf,BCDL=6 Ops1. ha04 B=45r, L=400; eavc=5ft, Car
•••• :..................••••;••••
,IF
II.Exp C, EMt, MW oseFRS(domoldinagrt(o . cantlever left and MIA exposed; Near Vel left add MIR exposed, Lumber 301=1 GO
MIT
113878 '
(I1P0•�;:
oequaleddmib
</CENSE,0y :�1Q�i
5)PlmvaOe empreventeaterpondelg.
11l
6) AS pates are W20 plalg unbss concern, indicated_
SS/ONAI"'G`�
T) Thn Nss Ies Mendesignedl alD0WWRomcl laveloadnoncomurtentwonany Neer INebads_
8)• ThisbusshasceendesgntlMra Ev dof20Opsloni b mchm Ina0aoeasv.4weearectangle3bOMeby2-DOwde
will fit between Me lnBom clroN alp an, Maw memcers_
nOn F-12513e
R
9) Load case(s)1, $ 3, 4, 5, 6, ], 8, 9, 10, 11, i$13,14,15,16, R, 1B. 19, 20, 21, T2, 23, 24. 25, 26, 27, 28, 29 W, 31, 32 hasguv
U LJ
bonnerddM. Bulling designer must revtew bads to verify that they are onectrrthe intended use ofcols al
November 15,2024
YwmiO murr_,UPPH dhcc nM daml Rm PR OT lo...... I TIME Conan alai Ore me anNor Mtrm Mor
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8l' R8536163]
UNIT -16825 8X06 FIAT 1 Job Reference/p Ij
Milkers FirmSwace(Caua ,TX), Cartoaon, TX-5006, 630s 262024 MReKRdLsOiAS Ix ThU Nw 141450-E32026 Paget
ID VuBv YgWHs NHpOMmnR7FI sB7OHN3NSgPWL8w3ulT GKWd Dm7J4 JCW
NOTES
11) Hwgel(s) or other connection m,aee(s) snail be pmvAed sufficient to suppst concentrated bads) 509 to down add n Ir up W 7-312 503Ih down and 72lb up at
881$ 655 M d. at 10812 555In Wood at 12812, L660 th down at 14 LO. 1195 th drum add 93 N up at 1" 12. add 1195 In drum and 93Ib up at 18U12, add
1195 M dawn and 93Ib up at 20412 on boftom tlmN. The desgNsekclan of such cpnnMlon devr2(s) is Me 25pansMNly of others
LOAD 0118E(S) Standard
1) Dead+Rmt Uw Maan[e0) Lumber IncreasPtoO, Plate lnOea5,100
Undoml Llm]s(p8)
Von 11140, 510=-250, n-18=20
Concenbated Loads plot
Vent 13=46 Nn21-509UU22-51MM)23=-295NN24=295(B)25=1195(B)26-1 195pn 2]=1195(B)
2) Dead + 0
75 Rla oo1 L.Manced)+Attic Hoar
Lumber lnemase=l Oo, Plate lnW ciessc=i
Uni m n Loads (pet)
Vert 1b 90. ✓10=-2W, 11-18=-20
Concemrided Loads plot
Vert 13-1202UU21-t11(B)22-411M)23=565UU 244kifdB) 2S 970NN 26=97DUN 2] 0(Bt
3) Dead+unlnhalMalNe AM, ""Mort Storage Lumber Increase=125, Pan, lrcrease-125
Ud0oml Loan (pll)
vent 15 54O &10=-W,11-0e-10
Concemated toads plot
Vert13=2930(B)21=136(8)22=-136p3)25=-3 pn 26=(165(B) 27965(B)
4) Dead+0 6 MWFRS Wind (Pas_ Internal) Lei Lumber Iocrenae=1 W Pate Incease=160
Un0oml Loa] UM)
Vert 15 6q S2R .1O20,T], 11-18=12
H.1 18=17, 10-11=21
Colmenhal� Loads plot
Vent 1 3=2413(B) 21E (B)2Z�WEU 25=85(B)26=85UN 27-MUN
5) Dead +06 MWFRS Wind (Pas Internal) Right Lumber Ixrease-I W. Plate lnerease=160
Unironn Loads UM)
Vert 1-19-173, &19 -464, 5-10=26, 1118=12
Herz 1 18=21, 10-11=17
Concenbalbsl Loads pb)
Von 13=2413pn 21�(B)22 Un 25=85(B)26=85NU 27--85(B)
6) Dead +06 MWFRS Wind (N g. Inman Left Lumber IMrease-I 60, Plate Inoea e,l 60
Ungorm Loans (pin
Vert: 15-ti`41, 5-10=-51,11-18=20
Hoer 1-18-29, $8
nc11=
Concentrated Loans plot
Vert 134M5(B)21= (B)22=72(B)2Fc (B)26-93(B)27l3(B)
T) Dead+o 6 MWFRS Wmd (Neg. Internal) Rght Lumber Incease=160. Pate liarease=led
Un0oml Loans (pin
Vert: 1�1, 510=-51, 11-18=-20
Haz 1-18-8,10-11=29
C neemated toads plot
Vert 13=,105UU 21= Nn2 n(B)25=93(8)26-93NU 27YJ(Bt
8) Dead +0 6 MWFRS Wind (Pas_ Internal) lst Parallel Lumber Inerease=160 Pate Increase -I 60
random Loans UM,
Vert 15 66, 5-11= 4,11-18=12
Hai 1-18=26. 10-11=26
,mieto8alec! leamrs(M)
Vent 13=2413(B)21E (B)2Z�WB)25=85(B)26=85(B)27�(B)
9) Dead+06 MWFRS Wind (Poo Internal) rand Parallel Lumber Increase=160, Plan, locumse=160
Un0 um Loads UM)
Vert`b ML 5l D=1011-18-12
Hai 1 18=26, 10-1146
Concentrated! Loads Md
Von 13=2413(B) 21� (B) 22 N )25=85(B)26=85NU 27-E5(B)
10) Lead +06 MWFRS Wind (Neg. Internal) 1st Lumber Lumber Increase=l W, Plate Increase=1 60
Undarm Leads M
Ved 1 5- 541, 510=51, 11-18=-20
Ho¢1-18=14, 10.11=14
CrnmNated Loads pin
Vert .13=24OrdB)21=T2du 22=72NU 2s=93N 1 93(B)2]=93(8)
11)Lead +06 MWFRS Wind! (Net, Internal) 2n0 Parallel Lumber Inereast lW, Pate lmrease-I 60
Uniform Loan (an
Vert: 1� 511, 510 L 11-18=20
Horz 1-18=14,10.11=14
concenvan,o Loadsplo)
VerL 13-24M5(B) 21=]2(B)22=]2QU 25=93U t2 MUU 27=93(B)
12) Dead_ Lumber Increa5e,0.9O Pate Mcrease=0 91) PR mekilC) 9p
Undarm Leads (pin
Ve L 1� o ro, S10=sO 11-18-20
C ombmted Loads(Ib)
Vert: 13=2827p))21-117UN2 117 N23=-655NU 24-655pU 25= 295NU 2 295UU 27-295NN
13) Lead +075 Rwf Love Ma) + 0]5(06 MWFRS WInd!(Neg. lint) Left) Waller aCrease=160. Plate m4eass=1 W
�ono,ian �� nvnc a
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UNIT -16825
8X06
�Tvss
FIAT
1
4
build—HiASaace(Cana N/m
,TX),
Canoaon, TX-5006,
Job Reference/p�1p Ij
KI
630s 26282E MReKiKd 150iAS,Ix ThU Nw1E1050-E32026 Pa9e3
IDV.Bm Y9WNs NHysBM-m 7FILMSB7OHg3NStP,LBw3ulT GKWd D.7JE JCW
LOAO D"Mill) Standar0
Und0rm Loads (p0)
VM 1 5=E91, 510=-201, 1118=20
Ho¢ 1-18=22, 10-11E
CrncenbatM Lmtls (Ib)
Ven.13=2Ea5(B)21-471122-47NU 25-r](!Bd 6 4](B)2]=E](8)
1E) Dead +0 75 Rw(Lrve (Cad)+0 75M 6 MWFRS Wind (Net. Im) Rghd Lumber Increase=160, Plate Increase-1 60
dannad Loads UAU
Vert 15=d91.`✓10=-20111-18=20
Horz 1-18�, 10.11=22
ConceMafM LcadC ding
Vert 13=-2E05(B)21-07(8) 2Y47NU 25=E7(B) aA7U) 2]-0](B)
15) OCad+0 75 RmiLN, NaL)+0 ]5(0.6 MWFRS Wind(Net. lm) VA Patallen wmlaer Increase=160 Plate Inoeae=160
FORM Leads UAU
VFRL 1�Z91. ✓10=-20111-18-20
Hoa 1-18=1110.11=n
Concentrated Loads did
Vert 13= ,!M B) 21--E7(8) 2Y-E](B72S=E](8) 26-a](B) 2]=E](8)
16) Bead F 0 75 Rcat FNe dal) +0 75M 6 MWFRS Wind (Net Intl2nd Patallet: Lumcer Increase-1 W. Plate Inuease=t 60
Undmm Lca05 (P,)
VM. 1�494510=201, 11-08=20
Hmz 118=11, 10.11=11
Concentrated Loadspb)
Vent 13=2E05UU 21=47(B)22--E7(8)2S 7(81ffi 47(13)27=47(B)
1])Odd+06MWFRSWMd Mln LMLumlM,r1m -160,Plate InoeasC=160
In'. Leads (pi)
VM 15=-5()2,5-10=1211-18=-12
Holz 1-18=16
Gonrentated Loads pb)
Vert 13=2E13(B)21=52(8)22--52(8)2S 7(!Bd 6 57(B)27=57(8)
18) Dead +06 MWFRS Wind Mon RUM Lumber lnoea,16O Plate n,FCase,160
llmtorm Loads (PH)
Vert 1 5- 502, 510-1211-18=-12
Horz 10-11=16
CmceMrafetl Loans (Ib)
VerL 13=2E13(8121=52dd 22=52QU 25b7(B)21c57UU 2 57(B)
19) ReVcvsal. Dead +06 MWFRS Wind (Poi Inlemal) Lett Lumber Inoue=160, Plate Increase=160
FOR. LMds (pill
VFRL 1�-E6E, 52026, 10.20=17, 11-1 B=12
Horz 118=17, 10.1141
Concentrated Loads Ob)
Vert 13=2985(B) 21=152(B)2 152QU 25 20UN 26=320(B)2 320(B)
20)ReNenal Lead! +06 MWFRSN d(Pos-Intennal) RUM LudderImrease=1 W. Plate Inoease=t 60
Nndmm LCatls (qt
VM.1-19=-073, 519=46E, 510=2 .11 18=12
Horz 1-18=-2110-It- 17
cenremrered Loads pba
Vert 13=2985(B)21- 152(8) 22=152(8) 25 20NP 26-d (B)2]-320(B)
21) Rev at Dead +06 MWFRS Mind (N g IMemad Left WmL Increase=160. Plate Increae=160
Uniform Loads M
VM iS Ml, 540-51, 11-1B=-20
Holz 1-18=2% 10-11-8
CrnrsNated Lmds (lb)
Vert . t3=29T(B)21=1EE(8)22--1EE(8)25 12(8)26 312(B)2]=312(6)
ZU Revcvsal Lend! +06 MWFRS Wind (NeI} b0emal) RUM Lumber InoeaeC160, Plate Iincrease,i W
unttorm Loads (pit)
Vert 1� 511 `✓10=.5111-18=z0
Horz oansdi 10.11=29
CmcemVerL 13-2 Ib)
VDead=29T]1WRS-0ind(P lit"NUental 25�12(B)26=3t2(8)2]=-312(B)
23) Reversal. Dead+06 MWFRS Wind (Poi Inlemal) ist Pa211ed Llunber Increase=160, Plate Increae=t60
FOR. LMtls UAU
VFRL 11-E66, 11111-26 -i8=12
Holz and=26,10.fl=26
concentrated 13w pb)
Vert 13=29851WRS 152(8)2Y--052(8)25dP2rallel=mider1 TI=-320(B)
2E)Undo aL Dead+06 MWFRS Nfind(Pos-Intertvl)3rltl ParNl%. LumberinoCase=160. Pla@Increase=l
DMorm (p1 VFM 1) 1
VM.8-265-011-26 -18=-02
Horz 1-08=ding t=26
c0nremVert Loadspb)
Vert d=29&5(B)RSAb ((Ne, Internal)
PERIM Pud20irlm -320(B)
25) Unif. aL Deal+06 MWFRS Wind (N g IMemal)151 Parallel Lumber Increase=160, Plate Increase=160
Unarm (pl vFM l)
VM 1 5=-5E1,5-00,5111B= -i-20
Ho¢1-18=tE,10.it=1E
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atl/m KI R8536163]
UNIT-16&25 BX04 FIAT 1 4 Job Reference/p�1p Ij
Builders Hi AS —(Can ,TX), Canoaon, TX-5006, 630s 262024 MReKiKd 150iAS,Ix ThU Nw 141450-E32024 Pa9e4
ID V.Bv Y9WHs NHysBXBSM]FILMSB]OHg3NS9P,L8w3ulT GKNSCUa]J4JC]I
LOAD CAM(S) Slundard
C.nin4tM Lwds Ub)
VM 13=9AtB)21=-144(B)2 l"(B)25 12(B)26=312(B)2] 312(B)
26) Reversal Oea]+O6 MWFRS Wind (N y. IMeman 2M P Ilel: Wmbel lm..mase=160, Plate Increase=160
UnRmm Loads (PH)
Wil 1 5- Ml, 51�1,11-18-20
Ho¢ 118-14, 10.11=14
CmceM2ted Lords Ub)
Ved: 13=29n(B)21- 1"(B) 2Y144(B) 25 12UU 26�12(B)2] 312UU
2]) Reversal Deal +07
5 Rwf lj a (bal )+0 ]5d) 6 MWFRS Wnd (" IM) Lad) Lumber Idea l 60, PlI Increase=l M
OMlmm Loads (p0)
Veit 1S=b91, 5-10=201, 111 B=20
Holz 1-18=�.10.11E
conceimareo Loads Ub)
Veit 13�971 W)21-3 M)2Y� UU 25 814(B) 26-814UU 27-814UU
28) Reversal Dead! +075 Root tie (Dal)+0 ]5(06 MWFRS Wnd (Neg IM) RgM) Lumber Increase=l W, Plate Incre ,l 60
Unarm Loads (PU
Ved- 1 5=i91, 5 li = 201, 1148=20
Hoic 1-1" ln`ll 2
Coneimated Loads Ub)
VM 13- 9]1(B)21- 5 )2r� (B)2. 14(B)26�14(B)2r814(B)
29)Rev al. Beal+G75RIMt (bal)+075(G6MWFRSWnd(Ne9 IM)WPaalklJ Lumber Increase=160,Plateh¢rease=160
Unrtmm Lmn (pn)
Ved 1-5=b 1, 5-10=201, 11-18=20
Holz 1-1E=1i, ItIl-11
ca nb,ated Lwds Ub)
VM 13�9]1B)21=-358(B)2r BB)21 14UU 26=E14UN 2] 814(B)
30)Revttul Dead +0]5 RIMt (bal)+0]5(06 MWFRS Wnd (Neg.IM)2nd Pamllel)_ Lumber Izmase=160, Plate Incieas lW
Unawm Loads (pp
Ved.15-i 1, 5n0=-201, 1118=20
Ho¢ 118-lt 11 11=11
CmceMatetl Lords Ub)
Ved: 13=-.9971(B)21-3WB)2Y� B)25 14B)26�14(B)2]=-014(B)
31)Revttsal Beal+ 06 MWFRS Wnd Min. Let Lumber Inoeas l60, Plate Increase=160
OMmrm Loads (pll)
Ved: i 5-- , 5-10=1211-10=-12
Holz 1-18=16
conreimateo Loads Ub)
Vet 13-2929(B= )2140NU2 140B)25 292(B)26=2WUU 2]=ZLUU
32) Reversal Dead! +06 MW RS Wind Min Right Wml r Increase=160. Plane Increase=160
Unmm Loads (qp
VeR 1-5-- ,5-10 1z 11-10=-12
Holz 10-11-16
Conreinrmed Loads Ub)
VaU 13-2929(B)21- 140B12Y 14000 2=292NU 264WB) 2Y- (B)
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8l' 9 R85361638
UNIT-16825 SXWB FIAT 1 J Job ReferencGlq )
Builders Flood —(Cart ,TX), Cambric, TX-5006, 630s 262➢24 MRei fidLsO�F's, Inc ThU Nw 141450.432➢24 Pagel
ID VuBv YgWHs NHpoMmM]FIC'MsB]OHg3NSgPWL6 3ulT GMN D.]J4 JC']I
3 8-14 12d 1.7-10 14 IS 111044 17A 12 19610 0 on
38-14 35fi 33fi 3-56 1T14 1-9-14 1-T14 11-6
5®@=t365
a I I
4x12= exa= ax6= 3N= .4 II Sxd= 4x6= 7x10_ act
M 3 4 28 nn
�J
$PFfl y
18 2t 1]22 i623 15 24 25 14 13 2] 1228 H 11
on g .12 = 5xfi - 4r8 = d. = On on,
3014 123 1.710
14 IS
17a-12 21AL
39-14 ' 35fi 33
3-96
37-12 311d
Plate Offsets fXY1 f2G,80.2-0I N20.1A 0.2-01 11361-02"1211150t d0,2-011170. 0-2D1
LOUNGING (psi)
SPFCING- 21 U
CSL
GEFL. In
(bc) 11e1 t/0
PLAIES GRIP
TCLL 1000
Pate Grip DOL 1 W
TO042
VeMLL) -0191314
>9Yl -a
MT20 2441193
TOOL 250
Lumber OOL 1 he
0]0
VeA(CT) -037
i3-14 >692 240
BCLL 00'
tru Ina NO
Rep names
WB 071
Hoa(CT) 007
ii Na Ina
BCDL 100
Code IRC2021RPI2014
Mauls -MS
WIM(LL) 003
14 >999 240
Wrong 458In FT-2
LGMBER-
BBACING-
TOPCHORD 2,6 SP 240OF 2 OF ortaS SP OSS m2x6 SP M 31
TOP CHORD
2TD Cc Wrins(6TO max)1-10, except end vMkals_
BOTCHORD 2x6 SP 24WF 2 IF or 2n6 SP OSS or tall SP M 31
BOTCHORD
Rgld ceiling directly applied or 1 D Doc IXacing
WEBS ad SP 150 6F 15E or 2M SP No 1 a 2x4 SP SS'Excepr
1-18,10.11 2x6 SP 2400F 2 0E or 2x5 SP PISS or tall SP M 31
2-17,3A5.4-14,&13,8422x4 SP No_3
REUCRONS. (see) 18=G58,fl�33
Max IT. 18=]2(LC 4)
Wax. 18=6341(LC 2),11=9165(LC 1)
FORCES. qIr)-Max.Comvd+lax Ten -All firres 250 pb) or less except when shawl_
TOP CHORD 1-18—t888/0, 12 1031210, 23 1746110, 3-0 2179210, 4-5-23734/0, 5{ 23734N,
6J 1515710, 69=1515710, 910- 2110, 10.11--55]]0
HOT CHORD 4718--0 ,15 7-0110312,1415,0117461, 1314=021792,12-13b/19821,
11-12=0B108
WEBS 1-171/11141,2-17-173M.21!=CMQ60, 1l5=-34 W8N l4=W5359, 414=2W210,
4-13=1]02454`✓13-37W 106-13=0/58056-12=6)68/0, 8-12=3251116,
9AD,0110229, ST1=1081&0
NOTES-
1) 3-py tmss to be rommaed together as full.
Top chords connected with Do p 131' &') nulls as fdbws tat - 2 mws staggered at 0-M oc,
Bottom Cords connected wed WS45 as folbws. 2tt6 -2 mvrs slaggcved at 0-TO
Web connected with 1Gal (0131'xW) rant, as fiuows. 2x4- i new at 0-9a oc.
2) AS bads are considered equallyapplied!to all pli . except ITnoted as four (F) or back (B) face into LOAD CASES) Section Ply to
ph, comearem; h. been pmNded to distribute only IoMs noted as (F) or (B), unless Monde Indicated
3) Vand. ASCE 7-16. %RVITompb (35ewnd gust) Vasd=JlmW, TCDL=6 Opsf, BCD1=6 Opst, B=45$ L=40h, eav,5H. Cat
IL Exp C. Enclosed; MWFRS (dnreconaq; caubleeer left and right exposed. end vedvl left and Win exposed Lumber DOL=1 So
plate grip DOL=1 EO
4) Pmvne adequate drainage to prevent ureter pondsg
5) Th6 truss Ina, been carried! for a 100 psf Indoor chord live load nrmmncunrent with any other lose lords
6)' This ones has 0.cn designed fora We bad of 200p9 on the ottom chord in aN areas where a rectangle 3b0 he by2-DO vide
will fit between the oom chord add am other, memhons
7) GaWncal noun representation does not depict the we or Me circulation of Me painful along Me top and/or Whom coN.
8) Har eRs) or other connection devbe)s) shall be padded! sufficed to support concentrated! aM(s) 622 to down at 2-0.42 622In
down at 4 IZ 622In dawn at 6812, 622In down at 8412, 62216 own M 1D4,12. 622In dawn at 12812, 4433 to down M
141 0. 1136UadandIn dawn and 90 to up M 16Tr12, and 1136 M down and 90In up M 1812, a11361n down aW In up at
200-12 on In
chord_ The denUchmeami of such mnnectral myce(s) is the msWnsMldy M others.
LOAD CUNSE(S) Standard
"plemd nn Fern 2
pwA-v"ilssh
MARCOS A. HERNANDEZ
....:......................:....
113878 :ti.
COR F-12513
November 15,2024
MiTek®
Jab ITn« �Tvss Type Ory Ply
N/m 9 R85361638
UNIT -16&25 BX04B FIAT 1 J Job Reference/p�1p Ij
Builders FlrslS—(Cana ,TX), Cauo n,TX-5006, 630s 262020 MReKiKd 150iAS,Ix ThU Nw1E1050-E32026 Paget
ID Vu&ndrGYgWHs NHysBM-s 7 I .B7OHg3N5gP,LBw3ulT GMD.IJ0JCW
LOAO CAM(5) Blan0arU
1)Ueatl+Rml live(MWnu ) Lumber ln[re,l 00, Plale Incas lCB
Undoml LoMs (p0)
Vert 1-10= 50, 11-18 20
cmrcenrcalea Loads (lb)
Wn 13= 3(F)21=Bo(F)2 280(F)2 200(F)2L 280(F)2 280(F)26 280(F)2 1136(F)28=1136(F)29=1136(F)
roea sa.ewan,=e.
MiTek®
tr.�m�1
g,�
evmomd,e nm�1-N
,r.—I
Jabvss �Tvss TyW pry PIy
8l' 9 ) R85361639
UNIT -16825 BX05 FIAT GIRBEA 1 J Job Reference/pall il',Inc ThUNw141650.462➢24 Pagel
rudders HrsMoure.(Cor ,TX), Cartoon, TX - 5006, 630s 26ID24 MReKRdL
ID VuBv YgWHs NHysam-s ]FI .B7OHg3NSgP,L8w3ulT GMDa7J42JC'
3d-1-104 ]-2d 167-1a 14-1-0 15-1.14 1]-8-12 of 218T
3d 33fi 33fi 35fi 1-9-14 1-414 15-16 2-ta
5®@=t3fi]
2x4 11
an .1°= 44= 3x4 z5x4 4xfi- 6 g 4xt2- 2x4
I�ZI ISZI 25ZI ISZI In 3 IRI ISZu IXI 2° JfA ] Axi ICZ IXI
LrrLJ�l..a 0�
18 21 17n 1fi 23 15 xs 25 1e 2s 13 Z] 122a 29 11
3w att= Sxs= 2�°= 4x6= ]xa= 4xt2= axe=
3H-14 ]-2d 10.7-1°
14-1-0
111-12 21an
3A-10 3hE 33fi
3 a
}]12 1116
Plate Offsets fXY1 20380.143 M0d-00.1-1211120-2-000.181 R30.1-0204121115Gi Gi 11209-80.2-0I
LOAGIRG (psi)
SPACIRG- i-0U
C51.
GEFL. IIt
(bc] Wefl Oil
PLATES GRIP
TCLL 1000
P6te Grip 00L 1 W
TC 048
Ved(LIT) T-
tit >9Yl 480
MT20 244/193
TOUT 2!1
LumMr OOL 1 W
BC O.
VeA(CT)-04113-14
>626 240
BOLL 00'
Rep Stru Ina YES
WB 028
Ha](CT) 0W
11 Nos Na
BCDL 100
Code IRC2021RP12014
moba, MS
whall 002
14 >999 240
Wright 4401b FT-2
LUMBER-
BRACill
TOP CHORD 2x6 SP 2400F 2 0E Mr SP 13SS m2x6 SP M 31
TOP CHORD
2L-0CC WMns (6DO max) 1-10, excepl end vedkals_
BOTCHORD 2x6 SP 24WF 2 DE or MSP DSS or MSP M 31
BOTCHORD
Rgld ceiling dire"y applied or 1 Do 0 oc b2dng
WEBS ad PNo 3'Fxr¢pr
1-17,215.314,4-13,6-13,&12.942 2x4 SP 1650F 15E to 2 4 SP
No 1 or 2x4 SP SS
REAC BONS. (Mve) 16-0 , 11,0s3
Max IT. ft8=31(LC 21)
"G. ft8=5240(Lc 2),11=]]84(LC H
FORCES. 9b)-Max. Compoi Ten -All firces 250 (b) or less except wren shut_
TOP CHORD 1-18-4876tl, I 1011]N, 2�17143/0, 3-0=21470b, 4-5-=2349NU, 5{ 23490.b,
fi S l523GU, do=15236U, 91011011-35410
HOT CHORD 17-18b294, iSP-(Vff ,1415=W/R143, 11141214]012-13 19694,
11-12tiB122
WEBS 1-P1/1082],2-1]�6]W),2-05=0g8114115=-Z]6]N,&14=WSd21, 4-04=1821ro,
4.13=]9/3l)l IRA).
61315454. (r12---6183N, 9-12-Marc .9AT-1028M
NOTES
1) 3yty ones to be connected together as gallows
Trg church, connected wM 1do to 13TW") nals a gdbws- 2x4-1 new at 09-0a, 2x6-2 news staggered at Goo oc.
Babom[badsconnected with WS45 as hostess 2a5- 2 news staggered at 0-0 oc.
Web ronnea wM 1W(0131'x3') nabs ascolmws 2x4-1newa109ao:
2) AS Was are considered equally applied to all plies, except If mted asfioM (F) or, back (m Pdce lathe LOAD CASES) seclgn_ Dirk,
pry co real hi been pmvlded to distribute try loads urged as (F) or (B), unless otlrerxse indicated
3) Wad -ME 7-16, Vogl V loph (3second gust) VasdSimph, TCOL=6 opsg. BCDL=6 )1 lb oft; B=45fl,. L=401, eavc=sn, Cat
II, Exp C, Enclosed, MWFRS (directional); can0lever left and right exporter, end vertical eft add ught exposed, Lumber DOL=1 W
plate grip DOL=1 W
4) Wwlde adequate drainage to pol rater pondmg.
5) Tons Ms loss been designed for a 100 Wf Whom tlw1011ve load noncnncurtent with art, other live bads_
6) -The Wss has been designed fora has cad of 28 per on lice totmm mold In a0 areas wlcere a rectangle T6 0 bar by 2-NT undo
WM M between the Wtbm chord add am poor memcers
7) Graphics! pudln representation ti does not up, the sae lithe orlenlabon of Me puNn Mining Me top ono/or bloom and
B) Hanger(s) or other connectiondevlce(s) shall be gwbW sul0�td W supWd mncmllated bad(s) Gt2Is dmvn at 2-012 632It
duvn at 4T,12 632Is down at 6412,632b Mvn at 8012 632 b Wwn at 10 12, 632 b dawn al 12U12 44431b down at
141-0,1146 b darn and 7HI, up at 16812,and 11461b dmvn and ]6 b up at 18-0 2r add1146 b down and ]610 up at
2 12 on bottom clrord_ The OeslgNselec0on of such canetran deval s the resWnsldlily N others.
LOAD CASE(S) Standard
rCpneminn on —v
/ Awn -vemv r
MARCOS A. HERNANDEZ
....t......................:....
113878 i...
COR F-12513
November 15,2024
MiTek'
,,d octl Mass Coup,
Jab ITn« �Tvss Type Ory IPIy
N/m KI 9 R85361639
oNIT-16825 BX05 FIAT GIROER 1 J Job Reference/pgpnalj lx ThU Nw 1E 1050-E62➢26 Pa9e2
Builders FimS—(Cana ,TX), Cauo n, TX- 5006, 630s 26ID20 MR
ID VUBvd Y9WHs NHysBM-s 7 I .B7OHg3N59P,L6 3ulT GMD.IJ4 JCW
LOAO CAM(5) Glan0arU
1)Beatl+Rm1 Llve(MWnu )Lumber ln[rea -1 00, Me Inrseaul CU
Undom Loads (p0)
Vert t-00=125, 1110 10
Lo rc nlralea Loads (lb)
Vea 13=6J43(B)21=2 (B)22=-290(B)23= (B)2G 29o(B)25 290(B)26= 90(B)2] 1146(B)20=11M(B)29 1146(B)
roea sa.ewan,se.
MiTek®
ev om° nm -R
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,F,=11A1,s Kn=�
Jab «
UNIT -16825 N/III BmXO6
Builders HrslSaace(Carta ,TX),
3 a-v
3 a-v
SPEChIt
R15M 140
ROOF GIRDER
4
Carto&oq TX-5006,
Job Reterence[[pp� ))
630s 262➢24 MBeKiKdbsl�M"s,Ix
ThU Nw 141650.452➢24 Pagel
ID:VuBm YgWHs
NHpOMmn 7FIE' sB70Hg3NSgPWL6 3ulT GMD.IJ42JCW
12d
10.]-10
141.
1S10.W 17A 12
19610 21-aL
] 5fi
33fi
3-S6
1IT14 1-9-14
1-.14 z-1-fi
5®@=t3d
2x4 II
5v8 = 3x0 = 4I = MI Ixa = dxfi
2 AAAA Sx8 = Mfi
1521 5m 5211fi 3 ISZi ISZi 4 P Zi 521 2015� 7 rg� IiA0
Lu
18 21 1]22 1fi 23 15 26 25 16at 13 n 122S 29 11
dx5- SaB- 1v12MmMS= 3xd= US R,
5x6
1614 12i 1.710
14 IS
17a-12 21AL
3816 ' 33fi 33
3-%
}7-12 }11d
Plate Oflsets(X Yl- It02-12 GA�l 12=0,24H 1120-1�024H R50.3A 0.241 170-1-120-2-81
LOADING (psi)
SPACING- 11 U
Cap
GEFL. In
(bc) VaeO U.d
PLATES
GRIP
TCLL ]00
Plate Gap 00L 1 W
TO046
VMdLLj -020
tit >959 480
MT20
22N193
TCDL 250
LumMr DOL 1 W
BC 081
Vea(CT) -042
tit >611 240
Mi8AH5
1861 79
BCLL 00'
Rep Stru Ina NO
WE 057
Hvd(CT) 00]
ii Na Na
BCDL 100
Cnae IR=117P12014
Maim -MS
WIM(LL) 004
14 >999 240
Weight 5931b
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x6SP2400F20Eor2x6SPDSSm2x6SPM31
TOP CHORD
2L-0CCWalns(6HDmax)1-10,exceptend seKals-
BOTCHORD 2x6SP 2400F20Em2n6SPDSSor2 SPM31
BOTCHORD
Rapid ceiling directly applied or l To oc Mach,
WEBS ad Sp No 3'Fne r
1-18,10.11 2x6 SP2400F 2 DE MM SP DSS or 2x6 SP M 31
1-17,2 TtF3-14.4-13: 2nd DF 24WF 20E crW SP 24001`2 OEor 2x4
REACTION£ pme) 18=65A, 1T oSS
Max�3 1 Harz 81(LC 19)
Max.
FORCES. IS) - Max Car, W. Ten. - All aa,, 250 (Ib) or kiss except wlren sOwm.
TOP CHORD 1 18=9415/0,1 2 179490 2�2&MW 3-0 113110, 4-f 26964,0, 5{ 2696410,
6�1599910 Go-159MR) 910=-60w, mTT-B11N
BOTCHORD iT-0FETID 035, iSi7=(%7W12,14151 V., 18-14,0ol P1, 12-1.1548,
1-02-08396
WEBS 1-171/18716,2-17--6UM,2d5-01 II430,3-1�19W0, 8-14=0132184-14=5Ptl98,
4-13-1628/0 513=10I2N, 6-13,0a338, 6-1Y 751W0, 912 0110301,
9- it- 10405111
NOTES-
1) 4pty RUSS to m Connected together wM 181 IT 131° X') ands as mfiowS
Top E mras Connected as follows 2x6-2 rows staggered at 0.M C[.
BoMan chords connected as Ann. 2x6-2 rows sWggaed at0. RC
Wets connected as toMxs 2x4 -1 row a 0 91 OF
Attach TCw1jcCd Wfts(ASTMA307)IntaeC me ataememberwM sM al ac
Attach BCtd Red.. hads(ASFMA30])In Ne cenix oPNe memherwMasaers al40-B o[
2) N bads are considered egin0y appeal In all plies, except R acted as had (F) whack (B) (ace In 8n LOAD CASE(S) section- Pty to
py Ratr cLons have been pmvMeato distribute only loads noted as IT) a(B), unless Caravans, bdlceled
3) Wind - ASCE 7-16, Vu11=1lSmph (3-sttwid gust) VasdSimph. TCDL=6 Bpsf, BCD1=6 Opsf, haaq B=45$ L=40T, eavc=5fl, Cat.
II. Eon C, Endosed MWFRS (dRecdonal), cenHoSer left and MM exposed. aM vedical left mq Fight exposed, Lumcer DOL=1 W
plate gnp DOL=160
4) Prwlce adequate dmhage W prevent water pondmg.
5) AS plates are W20 planes unbss Nhawse indrcated
la -
6) Ths truss s Been desigfor ned a 100 WWhom clroN �c live load nommunent with any other live bads-
77•This Russ has treed
desg Vfora Ee'redof 20 pea on the hotbm chad in a0 areas vaned, a rectangle 3b0 de by 2-DO vitae
tallFit behimen Me -i chord and any other members-
8) Load Easels) i, $ 3, 4, 5.6. 7, 8, 9, 10, 11, 12, 13, 14, i$16, P, 18. 19, 20, 21 T2, 23, 24. 25, 26, 27, 28, 2% W, 31, 32 ha9have
ce hn moolded. Buming designer must review bads W verify pat they are coriect Wrthe (Mended use orthis Russ
Ironiv row nre MMnndoe[IMtsend]tipsoeormeom eonntmeniminawnmemoannmrnonnmrnnM
Awn-V"disie,wmmeRmwilRewoaoresoxlleSMIDIacwDEDMnexRaERENCEeneew-aarlm..nvaonaaoneUSE
.
�e �aro
ny trades
Naearmm wweM as
an ounirycn amtiwna0
andaesia, me Comvonemsareryimmmafimwmiaue domme swnmelemwog comµmeni Aaxouxm pww.secxomnnennaml:H
MARCOS A. HERNANDEZ
....i......................�....
113878
COR F-12513
November 15,2024
MiTek®
Jabvss �TvssType pry PIy
Bl' R85361600
UNIT -16It 25 BX06 ROOF SPECWL GIRDER 1 Job ReterencGlgq� )
Builders FlmiSwace (Cart ,TX), Cart001oq TX-5006, 630s 262➢20 NUT fidLsOifs I— Tbu Nav 11105O052026 Paget
ID VuBv YgWHs NHpBXosnR]F WsB7OHg3NSgPpL8w3ulT GMN DC IJOJCJI
ill
10) Hangm(s) or order Connection denace(s) shall be provided sul&knt to support Concentrated dal 156Ib dawn all 27 to up W Ol and 156Ib down all 22Ib up at
215-0 on top Chord, an 100 to dawn and 21 Ib up at 28121W2 d Ib mot andW2'm to66 ]t Ib up at col and up at 1$ to02 Wmmll dadd to up at
8A lud"Mdown and 21 to up M 1" 12 1 W2 is down and 21 to up al 12812, 1002 Ndmm and]t to up al 1" 12, 1 Oo2 do down and]t to up at 16 12, all
IM2 to down an]t l0 up at 1El 2, and 1032 to dawn and 21 to up at 20812 on WBom or chd TNe"ousektllon cu of Sol nncdan d eendrel its USE
responslbl dy of ardms
LGao Gnse(6)
1)Oead+ Rmt lrve(11a6rrczd) Wmcef herbase=l 00, Plate lncreard lOO
Uniform Wads (pm
Ved 15 2],&1o=-A5. tt18=10
Concermaled Wads Qb)
Vert 1=15610=15613=100l 21=18a2(F12 -10o2(F) 23=1o0z(F) 2a=-roo2(F) 25=-1 W2(F)26=-1802(F) 2]=18o2(F) 28=1no2(F) 2Y--1002(F)
2) Dead +O 75 Roof Food (balanced)_ Wmber increase=100, Plate Irerease-100
Undmm Loads (pl0
Verb 11`1O""N' 11-18=10
Loads (I Concentrated Loab)
Ved
:1=-18210=-13213=-Bi5(F)21-A15(F)22- 15(F)23 815(F)2a= 15(F)25-315(F)M6 15(F)27�15(F)28=815(F)2� 15(F)
3) Dead+Uninaintable a01c WMou1 Storage Lumber Increasct125 PN@ Imrease=125
Undmm Wads (pm
vert1 15],0- to- -zs,11-18=20
(aocentated Wads pb)
Vert1=5510,-5513=318(F)21�1 B(F)22- 318(F) 23�31 Ell 20=318(F)25 lrrfl26- 318(F) 27�18(F) 28�18(F) 2R-318(F)
0) Dead! +06 MWFRS Wind (Pas_ Internal) LeK Lumber Increase=1 W. Plate Imfease=160
Un0 nd Loads (pin
Vert: 1S 119, 520=13,10-2R9,11-18-6
Haz 1-18-8, 1al1-10
Concemated Wads go)
Verb 1=910=1313=6](F)21E](F)22=6](F)23=6](F)24-6](F)254i](F)�](F)2]=6](F)2�(F)29=6](F)
5) Dead +O 6 MWFRS Wind (Pas Internal) Rght WmLv Ime rel 60, Plate Inrdedi W
Undmm Loads (pin
Verb 1-19-423, 5l �61%&10=13, 1118=6
Hai 118- M 10-11-8
Concentrated Wads pu
Ved 1=1210=1113=67(F) 21E7(F) 2237(1`) 23=6](F) 2�fl 25=67(F)2 U`)2]=6](F)2 7(1`)29=6](F)
6) Dead +06 MWFRS Word (Neg. IMerrel) Led Lumber Ilxrea,160. Plate Imyl 60
Unibrtn Lolls (pin
Vert 15 15], 0-10=-25, 11-18-10
Hai 1-18-15, 10-11=0
Concentrated Loads to
Von 1=2]102713=1(F)21=1(F)22--]i(F)23=]i(F)24-]1(F)2i-]1(F)ffi 71(1`) 2]=]1(F) 28=71(F) 29=71(F)
T) Dead +06 MWFRS Wind (Nor Internal) RyM Lumber bourse =16O Plate xreal 60
Uniform Loads (pin
V. 15=157. 5-10=25. 11-08=10
H.1 18-A 10,11=-15
Cmrcentrated Wads pb)
Vert: 1=2TW-2]13=]i(F)21=l(F)2 71(F)23=]1(F)2471(F)2C>=]1(F)2 71(F)27=71(F)28=71(F)29=71(F)
B)Dead+06M1WRSWmd(Poor Internal)ls PaalleLLumber InereaseAW Plate Increase=160
Unform Loads (pin
Vert: 1S 420, 510=12, 11-18--6
H. 1-18=13, io-11-13
Concentrated! Wads go)
Vert 1=1010=1213=67(1`) 21E](F)2237(1`) 23=67(F) 2afl 25=67(F) 2sfl 2T=67(F) 2a37(1`) 29=67(F)
9) Dead +O 6 MWFRS Wind (Pas Internal) 2nd Paallel Lumber Increasol6O Plate msal
Undmm Loads (pin
Verb 15=627.5-10=5.1119-
H.1 18=13, 10-11-13
Concalrated Loads put
Ved 1=1310.1013=6](F)21E](F)223](F)23=6](F)2�T)25=6](F)a6 (F)2]=6](F)2 7(F)29=6](F)
10) Dead+06 MWFRS Wlml (Neg.IMemal) 1st P dd1d1 Lumcer Increase=l W, Plate Increase=160
Unarm Leads (pin
Ved.1 5- 4fi7, S-ID=-251118=10
Hod, 1-18=7, 10.11=]
c0nremrared Leads (to)
Vert 12] m=2T 13=]l(F) 21=]t(F) 22=]i(F) 2Y71(F) 2a=]i(F) 2S-Tt(F) 26--]t(F) 2]=]t(F) 28=T1(F) 29=]t(F)
11) Dad+06 MWFRS WiW (Neg.lntemal)2nd PamlleF Lumber Inoeade=160, %ate Ixrease=160
Unarm Leads (p0)
Vert 15=-057,510=-2511-18=-10
18=],10-i1=]
Concemrated Loads (to)
Vert .14]1D=2nY]i(F)21=]1(F)22=n(F)2YT1(F)2a=]i(F)2S-n(F)25=i1(F)2]=]i(F)28=T1(F)29=]i(F)
12) head_ Lumber Increasd,090, Plate Ircfease=o 90 PR ml 90
Umfarm Leads (pit)
Vert 1S- .510=-2511-18=-10
C Chtrated Leads (to)
Vert 1�o10= Gl1 253(F)21=253(F)2Y 3(F)23=253(F)24 253(F)2F 253(F)26=253(F)2]=253(F)
28=253(F) 29=253(1`)
.... I ...... I
Mor
[rdi
UMMISI CS, .1
Jabvss
Type
Dry
R85361640
UNIT -16825
BXO6
�Tvss
ROOF SPEChIL GIRDER
�PM
1
4
Builders FrslSaace (Carta
,TX),
CartOCbq TX-5006,
Job Reference[p�1p Ij
630s 262➢,1..1 iKd150iAS,Ix ThU Nw 141450.452➢24 Page3
ID VUBm�YgMHS NHysBM-s 7FI .B7OHg3NS9P,L6 3ulT GMD.IJ4 JCJl
LOFO 0113E(B)
13)Dead +075 Rw1Llre(al)+ 0]5(06 MWFRS Wind UNE,. lnt)LED) Wmbec ONEease=160. Plate lnuea,l NO
unRmm Loads (p8)
VeM1 1s 510,5-10=1011-18=-10
a Ho1-1e=11. 1O11�
Concentrated Loads db)
VFRL 1=1810=1913<3(F)21=33(F)22�3(F)23=33(F) 24=33(F) 25, 3F)26=33(F)27= (F)28=33(F)2'F9(F)
14) Dead 10 T5 Rwt Lire (Ml.)+0 ]5(06 MWFRS Wind (Neg. Int) RyMr Lumber Inueaae=160, Plate Increase-1 W
Wdorm Loads (p1I)
Vert1 5=-510 540=-19, 11-18=-10
Hmz 1-18 ,1011=11
Goncenbared Loads DID)
VM.1=1810=1913=33(F)21=33(F)22�3(F)23=33(F)24=33(F)25�F)26=33(F)2z-13(F)28=33(F)22W(F)
15) Dead 4 0 75 RoU FNe dal) +0 ]5(06 MWFRS Wind (Neg Intl IA Parallel) Lumber Increase-160, Plate Increase=150
unrtorm Loads DAR
Vert 1-5-510, 5-10=1011-18-10
Holz 1-18�, 1O1"
c«memr4tM Loads DID)
Vert 1=1810=1913(F)21=33(F)22=33(F)2T33(F)24=33(F)2533(F)26=33(F)2]-33(F)28=33(F)2' (F)
16)Dead+0]5RC LMe(Wi)+0]$06MWFRSWM(Neg_In[)2nd Parallel)_Lumberleneas,1E0,Plate Inuease=160
unaorm Loads (DID
Vert 5- 510 510=-7811-1E=10
Holz 118�, 10.11S
Cmcentated Loads DID
Vert: 1=1810=1913 (F)21=33(F)22=33(F)2Y33(F)24 M(F)25M(F)26=33(F)27 33(F)28=33(F)2K U`)
12) DeM+06 MWFRS WIM Mm. LeR LumMTlncrease=t 60, Pla@ Ino ase=1 W
uMorm IF=(plg
Vert: 1b=d98, 5-10= ,11-18=b
ME, 1-1"
Concentrated Loads Pb)
VIRL 1=910=913=44(F)21=44(F)22=44(1`)23=44(F) 24=44(F) 25=4RF)2f fl 2z=44(1`)2BA4(F) 23ddtF)
18) Dead +06 MWFRS Wind Min Raid Lumber Imieaae,1 DO, Plate Increase-160
Uniform Loads (pfl)
Vert- 1 5--0 .510-6,11-18=6
Holz 10-11-8
Cmrenbared Loads DID)
Vert . lS 10=913=M(F) 21=44(F) T2=M(F) 23=44(F) 24=44(F) 25=44(F) 2644(F) 22=44(F) 28=44(F)29=44(F)
19) Revttsal. DeM+06 MWFRS Wnd (Pas_ Intemag Left Lumber Inuease=160, P6@ lm se=160
Uniform Loads UAQ
Vert 1-5-119, 5-20=13, 1020=%11-18-6
Holz 1-18=81011=10
c«memr4tM Loads (ib)
Vert 1�o10=6013=211(F)21=71(F)2 271(F)23=211(F)24=211(F)2F 271(F)26=271(F)27=221(F)2 2]1(F129=271(F)
20) Re venal DeM+06 MWFRS Wmd (Pas_ Intemag Rg11L LumMi lenease=1 W, Plate Increase=160
Uniform Loads (ql)
Vert.1-19-423 '
S19=419, 510=13, 11-18-- 6
Ho¢ 1 118=10, 611-8
Cmcentatetl Loads (I d
Ved: 1�010=6013=271(F)21=271(F) Y271(F)23=211(F)24=211(F)2. 211(F) 271(F)2)=211(FI
28=211(F)2!)-211(F)
21) Rev.I Dead+06 MW=RS Wnd (NFd IMemall Lefl- Wm� Itxrease=160, Plate Increae=160
UMmm Loa05 (pll)
Vert . 1� Vi7,510=251118=10
Holz 118=15, 10-11-0
CmlcentrmM Loadspb)
Vert 1-1610-W13=261(F)21=26](F)2Y--26](F)23=261(F)24=262(F)25=26](F)2G--261(F)2 62(1`7
28=267(F) 29=26I(F)
ZU ReaRsal- Dead +06 MWFRS Wnd (Neg Internal) laglR Lumber Increase=160, Plate InCrease=1GO
UMmm Loads (qg
Vela 1s -457, 5-10=2511-18-10
Hoa 1-1", M,11=15
concentratM Loads db)
VIRL 1-1810-4a 13=261(1`)21=U(F)2r 261(F)23=267(1`)24=262(F) 25-262(F) 2 262(F)2] 62(F)
28=267d') 29=262(FI
23)Rev ) Deal +06 MWFRS Wnd(Pos_ Internal) tat Parallel: Lumber Increase=l W. Plate Inctease=1RD
Uniform Lonna W
Vert iS=-020, 5-10=12, 11-tB=E
Ho¢1-18=13,10.11=13
CrnceMated Loads (lb)
Vert. l�Dl�013=271(F)21=211(F)2Y211(F)23=2zi(F)24=211(F)2F 211(F)2 271(F)2z=211(F)
28=27i(F)29=211(F)
24) RetRaaal Dead+06 MWFRS Wtnd (Pos Internal)2nd PaalWl Lumberincreasct160, Plate Increase=160
Uniform Loads (pal)
Vert 1-5=-027, 5-10=5,11-18-fi
Holz 118=13, 10.11=13
-114
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UNIT-16825
BX06
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,TX),
CartoCbq TX-5006
Job Reference[p�tp Ij
630s 26ID20 MReKiKd150VS,Ix ThU Nw1E1050.052➢26 Pa9e0
ID Vu&n�Y9WHs NHysBM-s 7F W.B70Hg3N59P,L6 3ulT GMD.7JO JCJI
LOFO 0113E(S)
Cmcemratea Lwds (lb)
Vert l�Dl 6o13=2T1(F)21�71(F)2 271(F)23=2n(F)2�2n(F)25=22t1(F)26=2n(F)27 271(F)26=271(F)29=-271(F)
25) Rever
sal Oea]+06 MWFRS Wind (N } IMmenu 1A Pamilel. Lumber 1mm,ere=t 60, Plate Inormm,l W
Unrtmm Loads (PH)
Vert 1
5-'b"'5lu=25, 11-16=10
Ho¢ 118=], 10.fl=]
CmceM2tetl Lords Ub)
Ve0: 1�810=0813=26](F) 21=26](1`1 Y 267(F) 23=26](F) 26=26I(F) 2.—26](F) 2f 26](F) ZI=261(F) 28=261(F) 29=26](F)
26) Revttsat Leal+06 MWFRS WW (Neg lineman 2N Pmallel. Lumber Increase=l 60. plate lmrb s l W
UidMrm Loads (qn
Vert 1s= 7,5-10=2511-16=-10
Horz 1-16=7, 10,11=
Conceinmrm Loads db)
Vert 1-1810-161 a=267(1`)21=-267(1`) 2 267(F) 2a=267(1`) 2n=267(1`)25=267(F)26=267(F)22=267fl26=267(F)2s=267(F)
9) Reversal Deal +075 Root Lee, Nil )+o ]5(06 MWFRS Wlnd (Neg Im) Led), Lumber muease=l60, Plate Increase-1 W
Unarm Loads (qn
Vert 1-5=-510, 5-10= 78, 11-18=-10
Horz 118=11, 10-01=3
Cmmelmded Loads pb)
Vert .1=10610=10613=685(F)21�(F)22�5(F)2�(F)2a�85(F)25 M(F)26�85)F)27�WF)28= 85(F)29�5(F)
28) Revttsal. Leal+0 75 Rmt Lrve (ml)+0 ]5(06 MWFRS AAn l (Nag IM) RgM): Lumber Increase=160, Plate Increase=160
Uniform Lords NIIN
Vert 1-5=-510, 5-10=1011-18=-10
Harz 1-18�, 1011=11
C enbmmd Lwds(lb)
Vert 1=10610=10613--685(F)21-685(F)Z!—N5(F) 23=-665(1`) 24-685(F)2 685)1`)26-685(F)27-685(F)28=46s(F)2 685)1`)
29)Reveuml Lem+075 Roof Irve(bal)+0]5(06 MWFRS Wind(Neg. Im) lst Paralled Lumber lnre� 1%Plate Imreas l60
Unrtorm Loads Nd
Vert .1 5- 510 510=-7B 11-18=10
Horz 118 .10-iiS
CmceM2tm Lords Uld
Ve0: 1=10610=106136135(F`)21--GN(F)22--Ei65(F)23=685(1`)24-685(F)25-685(F)26-6WF)21-685(F)26=485()29=L85(1`)
30) Reversal Deal +075 Rmr Irve dal )+0 ]5(06 MWFRS WYm (" Im) 2nd Pamllen_ Lumber ldmease=l6o, Plate Invea,l W
UidMrm Loads (qn
Vert 1s 510, 5-10=1011-18=-10
Horz 1-18�, 10,11S
Cooceinmrm Loads db)
Vert 1=1D610=10613=-685(F)21--685(F)22--EiN(F)23=685(F)2a-685(F)25-6N(F)26�(F)2T-685(F)26--685(F)29-6m(F)
31)Reversal Dual + 06 NFRS Wind Min Left Lumber Inreas l60, Plate lnmene=160
Unarm Loads (qn
Vert 1 5- (f8.510-6,11-18=6
Horz 11 8
eonceinrared Loads (lb)
Vert . 1�l1 6l�208(F)21=203(F)22=208(F)23=248(F)24 2E (F)2F 208(F)26=208(F)2]= (F)28=2E (F)2 208(F)
32) Ri,eeml. Lem+06 MWFRS Wnd MIn Rglit LumM lnmeas -160, Plate Incm�-1,60
Uniform Loads NIQ
Vert 1-5�8, 510-6,11-18=6
Horz 10-ll�
C enbmtm Lords(lb)
Vert 1�l1 613=248(F)21=2a6(F)22--2a8(n23=248(F)24 2a8(F)2`. 248(F)26=2a8(F)27=248(F)
28=248(F) 2�248(1`)
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R85361641
10
Job Reference/pall IV, Inc Thu Nw 11 la. 112➢24 Page 1 630s 262024 MD
ID VUBmdrGYgWHs%WNNysBXBsnR]FTC'MSBTOHg3N5gPgnL6W3uIT1(bGKNSCBriIJ42JCW
6515 a21.
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(bc) Well W
PLATES
GRIP
TCLL 10D.0
Plate Gip DOL ice
TC
021
VeMLL) -0@
] >999 480
MT20
2441190
TCDL 250
Lumer DOL 1 W
SC
023
VaMCT) o0
T8 >999 240
BILL 00
Rep Str or Ina YES
WB
037
MOB:T) 001
6 Na wa
BCDL 100
Come IRC2021fTP12W4
MmUcAS
WIM(LL) Go
T >999 240
Weight W 10
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Em2x4SPNo1m2w1SPSS
TOPCHORD
ShucM2l wood sheathing directly
applied. except
end vemlrals
BOTCHORD 2x4SP1650F15Em2x4SPNo1m2WSPSS
BOTCHORO
Rlgltl ceiling directly applied.
WEBS 2x45P No
REACTIONS. (see) B=MeclNnraL 6-YAechanral
Max M. "2(LC 9)
Max UPIM 8=66(LC 8). 6=70(LC 9)
Max Gray 8=1156UC 1).6=1156(LC 1)
FORCES. (M) - Max ComplMfit Teo- All brces 250 But or less except wlren shed.
TOP CHORD 2�12753E8, 3-0 1274/352
BOTCHORD ]�38911WT67T KP14966
WEBS 2�1346M17:2-7 VV362,3-]--M3fl( ,4T 10]142],46 1316b16
NOTES-
1) Wnit ASCE ]-i6, VuV1Mmph (3-s g gist) VasmSImpc TCDL=6 Opsf, BCDL=6 � Opsf, h00; B=45$ L=40ft; eavct5ft, Cat.
ILExp C,EWos ,,MWFRS(dlrec0Dna0.aWC Comer(3)zone;cantileverle andfightexpose .endue lleftaWMM
expov.V;CL for memMxs add tortes 8 MWFRS fir reactions shed; Lumber DOL=160 plate gap DOL=160
2) Prowie adequate manage to prevent water ponOmg.
3) This trusss b Ids desclwN gnem for a 100 per Whom live load nonwncunent with any rather Imaes
4)'TMsnear has teen designed for a no, lead of 200,1' on the bottom chmm In all areas where a rectangle 3 tall by 2-0 vide
WR M national the Whim chord add am o8cer memmers_
5) Refer to gumerts) for tress to mass connections.
6) PmvMe mechanical connection (by olWrs) of truss to neming plate capable of withstand! Ing 6611 uPIM a joint and 70 M uplift a[
JDIM6
T) Thin truss de,gn requires Nat a minimum m 7116" structural woW sheathing he applied directly W the Np chord and 12" gypsum
sheenock W applied the" to Me Whim cWN
n..
COS A. HERNANDEZ
..........................
113878 -*—
COR F-12513
November 15,2024
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Builders HrslSeuM.(Cau ,TX),
1 hfi =
City
PN
R85 61642
ROOFSPECLFSUPPORT
22
1
C.R.., TX-5008
cG1q )
630s 26024MRei fidLsO�f's, Ix Thri.- 11 Pt E0.452➢24Page1
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zx4 II
z.4 II .4 II
z
3
4"5 =
a E
0 9 8 fi
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stll-0
atw
LOADING (psi)
SPACING- 2-0U
CSI.
OEFL.
In
pact, k2 Oil PLATES
GRIP
TCLL 1000
Plate Go, DOL 1 ad
TC
045
Ved(Ly
Na
- Na 999 MT20
2"190
TORT 250
LumMr DOL 1 Ed
BC
0JS
Ved(CT)
Na
- Ne 999
BOLL 00'
Rep StressIna NO
WE
067
HvE(CT) -0.W
] Na Na
BCDL toe
Code IRC202iTP12014
Matrix-P
Weight 491b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4SP1650F15Eor2x4SPNo=SPSS
TOP CHORD
Structural wwd sheaming dlreMy applied a S]-2
oc pudlns,
BOTCHORD 2x4SP1650Ft5E,oa,[SP
Not aw SPSS
except eM veNcels.
WEBS 2x4 SP No 3
BOTCHORD
Rigid ceiling directly applied or 64, 0 oc Mating_
OTHERS 2x4 SP No 3
REACTIONS. All trearngs 8-104
(m)- Max Ho¢ 11=82(LC 29)
Max Uplld Allup8d100morlessa,nt(s)Gexcep111=1000(LC2]),]=1301(LC30),8=12%(LC2]),
" J BFC 30)
Mar G. All Radom 250 In or less alfolm(s) 6, 10 cept 11=1032(LC ME) 1425(LC 31T 8-VOULC 34),
9=1090(LC 31)
FORCES. Go -Max Cam, M. Ten.- All brti525D Vid or less except wlren sh.
TOP CHORD -11=106W100],YY-124Y1244,2-3�512]515,3d=1i92/1182, 4.�-59W593
1
BOT CHORD t'T11-M 265910=-9400%558-9=551515,]A=-081O41,&7- 99/584
WEBS 47--55&218,3»=139]H380,2-9=]OV2]i, 1-1Y 16301167541Y 1620(1665
1]=-132VNINI
NOTES-
1) W"d R-
ASCE 7-16; Vu115mph (3secmS d gust) VasdimpftO ; TCOL=6 psf, BCD1=6 Opst, d MM, B—CA, 1=40d; eav,2R, Cat.
T
'
ll;Exp0 Enclosed; MWFRS(direLLonad add CC Comer(3)Arne, Fordicsa left and Right exposed; end vertical left aM ML
posed,CL pr members ad faces 8 MWFRS for reactions sham, Lumber DO1=1 SO plate gdp DOL=t 60
2)Tmss desgredrorwlM bads mtlre prone ofine wss onry_For surds expdsedmvnnd (roWalmme rax), see smmad lndusby
Gable EWD im asappll bM,orconsWqualhdM mgdesglrerasperANSOFPI1.
_�S�OF r,.
3) Provide adequate dranage to prent water Pon fing
p. 1
yS: 9f
4) GaMe gmres contmwus hNlom MONea bn J.
i 11
5)TmsslOceNlry streamed-0-race or securery Graced against lateral movement (le_degonal web).
�jaMJ1 m 1
6) Gable studs spaced at 2-0L oc
r //� w
]) TIRE truss has been dean For a 100 psr hotlod clroN live load nonmavnenl with any FBwf late bads.
...............................I
8)' The buss has hem designed for a eve Wad of 20 opaf on me hotmm chad In all areas where a rectangle 3 0m9 by 24M wane
/MARCOS A. HERNANDEZ
wR m retweeR me honour clwm am any miter memcers_
••••:...................... •••
9)Prwlde mellamcal annemot(byRoom of Was m heanlg pte capable Of vnmsiaMing WID m upirl al pinks)6except Ql=m)
11.3878
II
<4EN5EN�::a�i
10)Tns Wsshas0 uWWaDOL-BW)PWWgnp OOL--H 33) Cemrecl Wsstoreslst
OA;.
ndeg�foratdldmgloadof300ptl
11�`SS�QNALG`�
drop bads along Cetlom Chad Won" 0 to 8-t&4 for 3000 pll
COR F-12513
November 15,2024
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g(1 R85361643
UNIT-16825 D01 JACK-PARTIALSDPPoRT 2 1
JNa N.W_cGlq ,
Builders Hrsl3ource(Cart ,TX), CartoCbq TX-5Wb 630s 262➢ct MRei fidLaO�F's Ix RM Nav 1414 Ed 46 2024 Pap
ID VuMv YgMHs NHys8XDmn 7FTCWsB7OHg3NSgPWL6 3ulT GMD.7J4 JCW
R10.8
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. 12 brain, =1.146
_ Md hd
1 3Fb- 2—�� 3 � I 5
�AI^I
. LL�2=
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10 9 8 ] S
2.. MR68=
0.8
Plate Ofiuts (XY1 ]03803-OI50.3A 0.-01
LOADING (psi) S-MNG- 21 U C51. OEFL. In (bc) I= Oil PLATES GRIP
TOLL 10DO Plate Grip DOL 1 or
044 Veri(LL) Na - Na 999 MT20 244I190
TOOL 250 LumMr OOL 1 W BC 011 VeRl Na - he 999
BOLL 00' Rep She's
tru Ina NO WE 062 HagCT) oho ] Na Na
BCDL 100 Cade IRCrCVTP12014 MaOk-P Wb ht 41 Ib Flt- 0
LUMBER- BRACING-
TOPCHORD 2,4 SP 165OF 15E orat SP No 1 M2W SP SS TOP CHORD Structural wwd sheaNing dlreM applied or S9-0ocp rind,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP Nd MWSPSS except end vatrcels.
WEBS 2x4SP 103 BOTCHORD Rigid ceiling directly applied a 6R)0 oc lancing.
OTHERS 2x4 SP No 3
REACTIONS. All treadngs ]-IDA.
(Ia- Max Kra 1o=]3(LC 9)
MaxuplM Al plMlooloorlessa,nps)Gexcep1101055(LC2]),]=1143(LC30),8=n44(LC2]),
9=10V(LC30)
Max G2v Mire iom2501borks atjolM(s)6exceptlD=1093(LC34),]=12r5(LC31),8=1256(LC34),
9=114](LC 31)
FORCES. (Ip)-Max Conry.RAax.Ten.-All brti5250 (IU)orkss exreplwlren stiwm.
TOP CHORD 1-10=1121I1063, l Y 99 95 2 3-b2]153o 3-0 118911179, 4-5�W580
BOT CHORD 9-10--63Sepi 8-9-5]1529 ]�]6Y 20 F]-ti`94581
WEBS 47-381217,3»l2S12552-9=51WI8,1-9=14]111516b]71701117M
NOTES
1) `hand. ASCE ]-16. Vu 115mph (15 d gust) Vasil Jtmph. TCDL=6 0psf, BCDL=6 0ps. h�R, B=45$ L=40R, eav M. Ca[
11, xp C,Emlos .MWFRS(dlredg aed CLCmler(3)zone,mntlieverle and Mhtexposed,endved is Rated M %
pnceoC-0 Mr memOers addtomes 8 MWFRS ro deetud , sdmvq ITSMI DOL=160 plate grip DOL-I UP
2) Truss desgred MrvnM beds Mtineplaneorinetrussonly For M1 exposedtomnd(muralto Net ),see S1MaNIndu,y
Gable EM D l5 as appllcabe orcons N qualMed Willing desg�as per ANSIrtPI 1.
3) Pmvlde adequate dmwge to prevent miler ponfing.
4)GaMe regalas warranties NOW m [M1ON bearim]_
57 TmssMcerully sneaMed rpm pre race orseryrery oaced against lateralmwetren[pe.degonal vey). yS: 9S 1,
6) Gable sNds spaced! at 2"d oc / 1�j
]) The Voss Ms been desgned r« a t o O Red lwBom clroN live load nonmrcurte! with any other live bads_ jr;' //� •':il/
8)-This Was has be desg VMra Ee'mdof 20 opst on the Cofom chadm a0 are as wMe a rectangle 380 MR by 2-DO vnde /••••••••••.......... ......0....E
wfi M Schaper the bottom cMN all any otlxx members_ /MARCOS A. HERNANDEZ.,
9) Pmvlce memamwl burecran(by oMers) or truss m heading plate capable m wthstaMing too lb CRT atjoint(s)6except 01=I0) . ...........................••.
10=1055.]=11aa. 8-11M 9=1034113878
'10)dung bads almglwMmThis Was he Iran [hatf.m0.00to]-0oAM WD 0 ff plr cer ooL=(ia3)PlaM qnp DOLgla3)connm Wss to resist /111Pp�;: GCENSE�&i
11\Pi.... A....
COR F-12513
November 15,2024
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UNIT -16A 25 N/II-s Ja kCluutl
SuIMers Firsdtw—(Ceuu ,Tx), CamoBon, Tx - S`D 6,
2-1-6 31t-0
2-1-fi 1-T14
21 =
I
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R8536164d
1a 1 ) Job Reterence/p.-11s0�F" s, Ix Thu Nw 141450. I. Page 1 630s 262024MD
ID VuBv ygWHsxc6NNysBM-s IFICW/ 70Hg3NSgP,L6 3ulT GMD.7J4 JC'll
S42 ,dra
1314 2-tE
02512 5 rx-1.146
32.4 II 4. = szx4 II
LOADING (pst)
SPACING- 2-DO
Can.
CEFI_ In
pbc) Well Ud
PLAIES
GRIP
TCLL 10D.0
P6te Gip DOL 1-
TC
016
Vedi Tot
] >993 480
MT20
2441190
TCDL 250
Lumcer DOL 1 W
SC
019
lord ) T.
] >9YJ 240
BILL 00
Rep Strgs Ina YES
WE
o30
Hmz(CT) 001
6 Na Ida
BCDL 100
Code IRC202VTP12W4
MatrdA
WIM(LL) Go
2 >999 240
Weight 45In
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650Ft5Ea2x4SPNo1w2x4SPS5
TOPCHORD
SrrcN2l waod sheathing directly
applied. except
end verhals
BOT CHORD 2x4 SP
1650F t5E or2x4 SP No1 a 2W SP SS
BOT CHORD
Rlgld ceiling directly applied.
WEBS 2x4 SP No.3'Except'
id 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31
RE cC ours. paxe) 8=05$ 6=M6Tahicel
Max H. 8=]3(LC 9)
Max UPS 8=59(LC 816 1UTC 9)
Max G2v 8=1012(LC 1), 6=1012(LC ¶
FORCES. ON) - Max Condo Max Teo- All faces 250 Uld or rose, except v.Ten showo
TOP CHORD 2�1092/J12 3-0=1091/316
BOTCHORD 7�44I8466-]-303I63]
WEBS 2�1155 74, ]= 7] , 3-7�OWlW, 4- 4I354, 4fr11421318
NOTES
1) Wind ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsf, BCDL=6 Opsf, h-�f' OR, BAST, 1=40ft, eavoi Cat
IL Exp C. ErcJoseh, MWFRS phoolarar, add C Contain)zone cantileverled and tight exposed , end veNcel left and Mht
ex,ronexi for members and forces 8 MWTRS for reactions shave, LumOer D01=1 Wprate gdp Di 60
2) ProvMe adequate drainage to prevent rater holding
3) That ands has
Been designed for a 1D 0 psf bottom tlroN live load nommncmreat with any other live bads_
4) -This Vass has teen designed bra Ee'red of 20 Opsf on the Isomer chard in an areas wM e a rectangle 3b0 tall by2-Do vide
vie fit BeMmed the Indom cnord add on, other memters_
5) Red, to Unclogs) for Vass b Wss mmcaens.
6) PmvMe mecharn al connection (by others) of Bass to tea ing plate capable 0f vnoataMing IOD b uplift at pints) 8, 6
]) Thin truss desgn requires that a minimum of 7116" structural wood sheathing be applied directly to the Top chord and 12" gypsum
sneeaock be aWhed the" to Me Wibm chord
^—SE FT
F �
.�.:.........................1
n.
COS A. HERNANDEZ:
....113878 ....;...�
1� �.nFSZ/CENSE'a."*,,% i
COR F-12513
November 15,2024
MiTek®
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UNIT -16825 QAN Fm01 Flom
BUIIaers Flmiswxee(Ceo ,TX), cartaNbn, TX - 5006,
91-0
H
13 N PN
R85361645
t3 1 ) Job Relere c21901s0ifs, Ix Thu Nav 14 M. V 2➢24 Page 1 63N 262➢24M W.B
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and h5-
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Sx6- SF-
2 3 4 5
6 T 8
9 10 11
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23 22 21 20
19 18
17 16
15
4xfi-
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DS SP=
4x5 =
2-90 1. T-a. I'll.
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2. 2TT 2L-0 .-d
1.
2d0 290
Plate Oflsets(X Y1 14tEMe.0.1-0I 11801-0Etbel 1190.1-0EMeL 1210-2AE
LR50-1A0-1411260-1-8
0.14cl
LOADING (psi)
SPACING- 2—CSI.
OEFL. In
(bc) VUefl "d
PLATE6 GRIP
TCLL 400
Plate Gnp DOL 1 W
TC 081
Ved(LL) -034
19 -7 480
NT20 220N93
TOOL 250
LumMr TOIL 1 DO
PC 0%
Ven(CT) -064
19 >4W 240
M18AH5 16-162
BCLL 00
Rep She Ina YES
WE 0W
Hoa(CT) 011
14 rea Ina
BCDL 100
CoOe IR=VTP12014
VMMxS
Wegnl: 117lb FT=20%E 11%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or 2W SP SS(flA) TOP CHORD
Shuclu2l wood sheathing
UlrecVy appllM a&lo oc punlns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No1 or 2W SP SS(flat) 'Ex[epY
except end!veNrals.
144N WDF2400F20Eor2x4SP2400F20Ema4SPDSS(flat) BOTCHORD
Rigid ceiling dlreNy applied
or 100-0oc Trading, Except.
WEBS 2x4 SP No 3(flag
2-2-0oc Mactng2,T 2
REACTIONS. (size) 24=058, 14 5-8
Max G2v 24=159WC 1). 14=159MLC 1)
FORCES. UldlMaxConr,Max Teo-Allbrces250 pb)orkssexcaptwlren rhmm.
TOPCHORD 2�2663M 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, 7Sb23110
8-� 699N, 9-11�52". 11-12=266M
BOTCHORD 2b24-C1529, 22-23�'374420 W526219-20=NW86, 1819=006231,1718-06007,
1817=0/526 ,1S16=09T45,14-15 1529
WEBS 12-14=-2159N,2-24=-2159N, 12-15�W i6, 2-23 1686111C 160M,
3-23=160&U,1 TTILOU 159, T2-011160 916= lecoo 4-22=1097N, 917 (S49,
4-20=M648, 8-17=591N, 520=591N, 818-15&537, 51Y--1W537
NOTES-
1 7 Unbalanced Boor uve loads have been cons 1eredlartlds desgn.
2) All plates areMT20 plats unless N ae da, indYa@d_
3) NI plates are 3x4 MT20 unless o hdmn nMkaled_
4) The Eabnraion Tolecance aljolM 21=11%
comm 5)Reend 2x65Bum]ba[ks, on edge, spaced at 10C 0 M,and fastened to each Buss with 3 Tool (0131"X
3")noila
Strolgbacksm te allacled to waled at Mar other enda or restrained by other henna
. L OF Ta`�l.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
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UNIT -16A 25 QANFF002 FLOOR GIRDER
rudders Lima—(Cau ,Tx), CamOBon, Tx- s006,
a1-8
H �;
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630N s MRei sO'xS, I— ThU Nav 141450482024 Page l
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3x6 II
'1 2
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30
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...,cum,FP=
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raid
gas II sx6 II
.6 II 5xp H
2.6 II
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1111. 11
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17 18
19
o
25
24 23
22
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3x10 M18AH5 FP -
Plate Offsets IXY, 110"0ROOM 1190" Robot 125 XTG.Emel 03OLSO E 1R7 C2-12 EOoe1 R903-12 Eme, K20.1A 0081.[330.1b 0 MI
LOADING roD SPACING- 2-0U C51. OEFL. I.
par VUed Ud PLAWS GRIP
TCLL 400 Plom Go, DOL 1 W TO
064 1CMLL) -029 26 IS' 400 MT20 220/193
TOLL 250 Lumber DOL 1 Do BC 079 VeA(CT) -055 26 >468 240 'ISAHS MW162
BCLL 00 Rep Stress Ina NO WE 093 HaE(CT) 008 20 Na No
BCDIL 100 Come IR=VTP12014 Mafrh WCUIR 194lb FT=20%E H%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 Far 2W SP SSUEQ TOP CHORD Structural wood sheathing tiredly applied a 5 3oc purllns,
BOT CHORD 2x4 SP 1650F 15E or at SP No 1 or 2W SP SSAdQl Em¢pr except am veNeals.
2331,20282W BE 240OF 2 BE or 2x4 SP 24001' 2 OE or 2x4 SP BOTCHORD Rigid ceiling directly applied or 1 DO-0 cc b2cTg
DSSAat)
WEBS 2x4 SP No 3(fla)
REACIDONS. Doe) 31=(T!8, 20 S
Max G. 31=2054(LC 1). 20=1913(LC 1)
FORCES. go) - Max Compfi .Was, Teo- All ree5less, xce 250 MN) orept v.Ten shown
TOP CHORD 2�3944N, 3d=3951N, 4-6 7024/0 G-7=7W4N, 7d=9288N, 59=92B&0,
9-10=96 =, tO11=-vCRVQ 11-12�38&0, 12-13=-83800, 1Y15---64 m,
15-16�435N, 16-17=J653N, 1748=-=A
HOT CHORD 3031-02147, 293=015605272' 0/8247,26-27=0/56232&26=0/9628,2425,0/9090,
P 24 W,196, 21-22=015159, 20-21=011993
WEBS 1620=2687N,2-31=-2896/0,1021=&2329,2309Q528,16-21=2W4N,
430=2244/ , l6 22-0/1762, 4-29=0/1959,1322--1466N, 7-29=1690N,13-24=&1205
7-2711480, 8-27=599N,11-24=-1039/O, 9-27�953Z 11-25-0/112$ 426�7rN,
1025,41AD
1NOTES- pal ;10
1) UnbalanceJfloor We bads have Ceep constleretl forthls Jesgn.
2) All plates are MRO pMtes unless othetw¢e InOvafeO. _�� \\
3) All plates are 6s8 MT20 woes, oNmwlse IMkated! OF \\I
4)TheF tandlon Tolerance atjolm28-11% pS,,.......,Ffi 11
5)Recommend2x sbo Mck.onege,spsNa1"0 ocaWl en HtoeachtmsswMN 1W(0131'%3')nal6 i yt:• •4S 1)
Strmgbacks to be aVacled to walls at Mar order reas or hationam by other mean �
6) Targets) or other mlmeclun desire(s) shall be provltled sulAcentto support concentrated Faults) 25911, clown at 7-88, am 645 �f �7 •; �/�
Ib down al 92-12 on top chod The dngn/seletlron of such mmre[Mn dev¢e(s) is the responsFAM1y N others. ........................ t3
7) 1a Me LOAD CAS ES) second, roads applied to me race of the Ross are noted as from(F) or baa(B) /MARCOS A. HERNANDEZ.,
Loco cASE(s) slaa' /1 QQy 113878
1)Dead+Unifforrinoursp,(balanced): Lumber Increase=100, Plate hrcfease=l M) 'It 0,�;:</CENSE�'\1� '
Vert 20a1---20,1-19-13B 11, SS/ONAIE�G`�
Concentrated Leads go)
Ved: M- TA E) 35-ti`92(m
COR F-12513
November 15,2024
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Jab vss �Tvss Tym
UNIT -16A 25 F02A FLOOR GIRDER
mill FimtSaxee(Car ,TX), CemoCbn, TX- s006,
a1-8
H �;
1PN J
IUf Ss�� ) R8536164]
Job Retere c219pIs0�' , Ix Thu.- VI T1.482➢24 Page 1 630s 262➢2. MRei fidL
ID Vu&nmTYg,NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC'/I
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19
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Plate Ofiuts(XYJ— 19034),Edges[t00.'1-0,0 l,[19&3-0,EOgel,[22 2$Edgel,[2402-0,Edge],[25a30,Edge],r2683-OEdW],[29"-0 .EdW],[300.5-O.Edge],
�31 Edee 0 TOI. M2 0 t-88-081. 1330 I- 04OU
LOADING lag SPACING- 2-Do CST.
oil n
(mc) 11 1 PLATES GRIP
TCLL 400 Plate Go, DOL t W TO 073
vmgLL) -035
26 N26 480 MT2➢ 22N193
TCOL 250 Lumber OOL 1 W BC 082
VeR(CT) -06]
26 >3&9 240 MISAHS 16WIU
BOLL 0 0 Rep Somas
ma Ina NO WE 097
H«](CT) 0.11
20 Na Na
BCDL t00 Cook,IRC2021RP12014 Ma0d5
Well 20311, FT=20%F, II%E
LUMBER-
BRACING-
TOPCHORD 2m SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(flat)
TOP CHORD
Structural wand alcohol directly applied or-0oc Wdlns
BOTCHORD 2x4 OF 240OF 2 OF or 2W SP 2400F 2 OF a 2x4 SP DSSgIaG) Except'
except end vent
20,23t 2W SP 165OF 15E or 2.4 SP No or 2x4 SP SSUat)
HOT CHORD
Rigid ceiling directly applied a 1 MD oc dear,
WEBS 2x4 SP No 3(flat)
REACIBONS. Doe) 20=058, 31,058
Max G. 20=2099(LC 1). 31=37BWLC 1)
FORCES. go) - Max Comp Max Teo- All mrees 250(N) or F s except vT.en snovm_
TOP CHORD 2d7!etlN.3d=]553N.45—it48.V0.&]=11490(07T-1176]N.&9=117600
9-10=i128]N,1&11=-11287M.11-12=9560N, 12-13=956N01&15=]219/0,
1546=721910, t&9=-001SN, 17-18=A03710
BOT CHORD 3031=0/4o26, 283 11056,2]-28�/i lCm. 25-2]�/11287, 25261/11287,
2425=0/10476, 22-24-OM472, 21-22xv950, 21T211 195
WEBS 1&20=2961N, 231=5435/01&21=012592,23 4951,16-21=2314N,
430--tI54/0, 1&22 00029, 4 28=IX60D TT2Y 1729N, 7-28=32VT 13-24=0/1471,
&2]�51/$ i1 24 IMCJO, 9-27=0/1140. 1i-25=N1498 426=4TDT 1&25=-59M
NOIEs
1) OnOalanced floor We leads flame been considered for this design
2) All plates are pant¢ nnks rese Indicated
3All pates am too MUD mmated
``
\.\F
4)The don Tolerance al L29-11%,pnd2_
El
5) Recommend 2x65on age, spaced 1"0-0ocand msteneach Ross mnN 3-101 (0131'X3)nal5.
..O.F. fi
'9%
sdolgbaal3mceattmlTOwns aten order ends «rest2med by other means
11
i ,'•• .. I
LOAD C115E(s) Standard•
* �.
1) red Door am, (balanced) Lumber Increase=t00, Plate Ixreal OR
%• • •••••.................:
rndoml Louis Ung
�MARCOS A. HERNANDEZ
Vert 2031=-20,1-19=130
•••••••••••......••••••••••p••••
CUlcen ral Loads (to)fl
Von 4=z693
1,13 8 78
f. Pam'•.
COR F-12513
November 15,2024
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mrC51nll.uc.a
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1 2 3 4
1 V%�,/N
14
13
12
2-TH
A
PMte Olfsels (XYl- 110.1A EUx1 H20.1d E60el N50.1�0.1m1
LOADING (psi) SPACING- 2 SO
TELL 400 Plate Grip DOL 1 TOTC
032
TCDL 2s0 wmMr DOL 1 W BC
04s
BCLL 00 Rep SM2 Ina YES WE
035
BCDL 100 Code IR=VTP12014 Mari
LDMBER-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15ENt SPNo1 awsPS8(fla1)
WEBS 2x4 SP No 3(flag
REACTION£ (sae) l4 IJoaadcaI,9-0-58
Max G. 14=908(IL 1). _ ... MLC 1)
1PN J
IUf 53�� ) R85361648
Job Retere c219pIs0�' , Ix Thu Nav I11450. M 2➢24 Page 1 63os 26ID24M
ID Vu&nd•TYg,Ntk%WNNysBXBSMTFICWsB'/PSBTOHg3N3gPgnL6W3uIT1(bGKN5CBaIJ42J1CR�f
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t SXf �� 3xfi=
fi T H
1s
11 m
3Kfi -
It 8 12-.
611-H 2A0
DEFL.
In (bc) VdeB " PLATES
GRIP
Von(LL)
-00610.11 >959 480 MT20
244/i9)
VoMCT)
-010 10.11 >999 240
roa(CT)
003 9 do Na
Wegbt 6611,
FT=20%E11%E
BRACING -
TOP CHORD
Structural dsheathing threat app11M a 6-0.0
oc purilns,
exceptand vothral
BOTCHORD
Rigid ceiling directly applied a l OO-0 cc bmcl,
FORCES. (Ib) - Max Comp Wax.Ted -AII Porce5250 p0) or less except widen sham_
TOPCHORD 2�13064T, 3-0=19 V0.4 fr 1970/056=1970N,&7=1330/0
BOTCHORD 1ST4=0B06, 12-13 1753, fl-02-011970, 10.11-0fl768, 31G M37
WEBS T-9=1181N, 2-14 1167N, 71O,W1 S 2-13-W". &I0=651I0, 3-13 !VT
611,(N MT &12-W476, 412= !JM
NOTES
1)Onba wn dflmrthebadsnavebeenconsvlered Mathisdesgn.
2). rpRms are 3x4 MT20 unless offrom 5e Indicated_
3) Reter In glydegs) for Wss to buss connections
4)Recommend 2x6m ,backs, on edge, spaced at 1"0 oc andfastened to each Miss add 3-1M(0131-X W)naes
Stro,backs to be atatt dto walls at Mar outer ends a datmined by order meam
5) CARTON, Do act erect buss backwaos
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
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UNIT -16825 N/III Fm04 Flom
Builders Hrs Saxee(Ceoo ,TX), Ca-#dn, TX - 5006,
0.
15x3 II I5a 11
1 2 3 a
13 12
2-TA
2_]A
Plate Offsets B`Yl—
11"T' Etice111201 N Edael M50.1�T151
LGFGING OSD
SPFC.No 2 M
CSI.
TELL 400
P6te Grip DOL 1 EdTC
032
TCDL 250
wmMr DOL 1 W
BC
045
BOLL 00
Rep Stru Ina YES
WE
035
BCDL 100
Cade IRC2021RPI2014
MabdkS
LUMBER-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15E.=SPNd w2WSPSS(Ral)
WEBS 2x4 SP No 3gal)
REACnoxS. (.c) 14=0.4$?
I3 P
R85361649
3 1 Job Refere /p'11p j.lx Thu Nw 141450.492➢24 Page 1 63os 262➢24 MR
IB:VUBmdKGY9WHs%c6NNysBXBSMTFIC'MSBTOHg3NS9PgnL6W3uIT1(bGKN5CBaIJ42J1CR�f
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t SXf �� 3y5=
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15
n t6
3Kfi -
968 12-.
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GEFL.
In (bc) VdeB "
PLIOES
GRIP
Von(LL)
-00610.11 >959 -a
MT20
244/i90
VoU(CT)
-010 10.11 >999 24.
Hoa(CT)
003 9 Na Na
Weld %1b
Fr=20%E11%E
BRACING -
TOP CHORD
Slmauml wood sfleaNing directly applied w 6-0.0
oc purllns,
except am veNmals.
BOTCHORO
Rigid ceiling dimay applied w 1 M 0 cc loading
Max G. 14=908(LC 1). 9�900(LC 1)
FORCES. pb)-Max Comp.Mlax.Ten--All Porce 2500b)orl exceptwlrensboennc
TOP CHORD 21-13WN, 3 197m8, 4 5=197WOO Sb WON, 6-0=13Mar)
BOT CHORD 13-14=0B06,12-13 1753, fl-02-0119T0,10.11-0/iT6$ 3l0.M3T
WEBS ]-9=1181N, 2-14=i16]N, ]-10=M33, 2-13=0(I44, F10=651I0, 3-13�i651o,
6111M60 342=0(476, 412=25M
NOTES
1) Onyalwadfloor WebadsflarebeenconsS'J brtMsdesgn.
2) A6 rda&s are 3x4 MT20 Tabs oNemee 1Martal
3) Recommend 2x6 stroMbacmrea1 , on edge, spad 1" 0 oc and fastened to each buss wan 3-10d (0131' X W) naes
StrolgbarMWbe allacfled M walls al NetiroNere wrest2lned by oNermealN
4) CAUTION, Do not erect buss backwards.
' ySPtE OFTFx9s 11
i+i � `•:1
/MARCOS A. HERNANDEZ
/fi..., 113878
11�`SS/ONAIE��'�J
COR F-12513
November 15,2024
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UNIT -16825 N/III FmOS
ers BuildHrs Saace(Caua ,TX),
111.
T Type Iry PN R85361650
Flom 4 1 j
Ca-#dn,TX-5006, 630s 262024 MReKiKd150iAS,Ix ThU Nw 141450.492➢24 Pagel
IOVuBm YgWHS NHys8XBSM7FI sB7*Hg3NSgPWL6 3ulT GMN DC TJ4 JC'/I
�L4� 0.1R
3®18'1=t289
ISo II 4u= TIC II
]JJ 1 1 3 4 5
1
18 17 16 15
4v5 -
1ffi3 II
1$611 4e5= &6=
6 ] 8 9 18
14 13 12 N
- Ya=
27A
5-13
111.
1bi8
2]8
2L-0
fi9-0
2L-0
Plate OfisetslXYl-
140ATEticel 115GASEdoel
119GA8,T151
LOADING (psi)
SPACING-
2-0O
CSI.
GEPL.
1n
(bc)
VUed
Ud
TCLL 400
P6te Grip OOL
1 W
TC
045
veBLL)
-015
14
>999
480
TCDL 2s0
wmMr DOL
100
DC
075
veA(cT)
14
>710
240
BCLIL o0
Rep Stru Ina
YES
WE
059
H.ACT)
007
11
Na
Na
BCDL 100 CnOe IR=VTP12014 MatorS
LUMBER- BBACIBG-
TOPCHORD 2,,4 SP 165OF 1.5E or 2x4 SP No1w2WSP SS(BA) TOP CHORD
BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 w2WSPSS(flag
WEBS 2x4 SP No 3gag BOTCHORD
REACTIONS. (sae) 18=Mcc1iadcaI,11=05-8
Max GdW 18=1270(LC R, H--1262(LC 1)
FORCES. IS) - Max Corn Max. Ten -al lorce5250 Bid) or less except wlren C mvrt
TOP CHORD 25 1985N, 3-0=324&0, 4 5- WHAT 56=388,Vo &7- 388M0, 7�00,
8-9=202fe0
BOT CHORD 17-18=0/1145,16-17-0/2774, 1S16=W367714401 ST 1114-013691, 12-13-02BO6,
WEBS 9-01=168=,2-18=165&0,912-07= /1237,2-10/124%&12=-1161N,&17-117M,
8-139/693, 116=W705, 7-13 624N, 4-16--fi l&D. ]-14=23/547, 4-15 Rk26
5-15=287N, &14=279N
17-1.
2nd
PLATES GRIP
MT20 244/190
Weght 9111, FT=20%F, 11%E
SNxlu21w dsheaNing directly applied or6S-0 oc purilns,
except end veNcals.
Rigid ceiling dimay applied w 1M 0 cc anci g
NOTES-
1)OnOalmadfloorWebadsha Coencon ere 1mtM des n.
2) AS p6Rs are Y4 W20 caM oNenve:e indicated.
3)Reter In gideolfar Buss to tmss connections
4)Recommend 2tt65trmgracks, on edge, spaced at 1 " 0 oc and taste m to each trues vnN 310d(o 131-X 3')ral
Stron30aG to Be auacled to walls at Net order ands a rest2lned by alter meals.
5) CAUTION, Do noteral to C 2rds. \\`,
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
,wA � vemy4n9�p.�metrna�4n��Tesn.,res�Nn��Lanen.nexnaeneaee9.�e.7.7,re.,�m,eannease.
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y1s ]ss35]llunewsmn
Jab ss �Tmss Type Dry PIy
Bl' )) R85361651
UNIT -16825 6 Flom 1 1 Job Reterencelg0)s0i£s,IZ ThU Nw 141450502➢24 Pagel Builders FstSeurce(CarlTX), Cartotlbn, TX - 5006, 630s 262➢24 MReeii fifiddLL
ID Vu&nmTYg.NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'tl
11
1 15x3 2 3 3xG = 41L 11
3®n =1Y02
8 ICY 1
3x6 =
LOADING (psi) SPACING- 2" Call
TELL 400 Plate Gnp DOL 1 W TC 010
TCDL 250 wmMr DOL 1 W BC 0do
BCLL 00 Rep Sde Ina YES WE o08
BCDL 100 Code IRC2021RPI2014 Mate,
LDMBER-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(0A)
BOT CHORD 2x4 SP 1650F 15E N4 SP Nd w 2x4 SP SS(flag
WEBS 2x4 SP No 3(flag
REACTION£ (sae) 0=05$ 5=MESTanlcel
Max G. 0=309(LC IT. 309(LC 1)
FORCES. (Ih) - Max Comp Was Ten - /ill forces 250(10) or less except when Crown
WEBS 3�a1NO2a349m
NOTES-
1)OnhaancedflwrweMadshavebeenco ere 1orthmdesgn.
2) Re1er 0 glNer(s)Tor driers W loss mn2c0ans
3)Recommend 2x65domgbar"S, on age, spaced at 1" 0 oe and fastened! to each ME
a S on,backs to he a0achto walls 9Ned other ends a restmina by other means
1 SS3 1
6 5
LI =
431
4 3o
DEFL. n
"a" Vtlefl rad
PLATES
GRIP
Ved(LL) T Ed]
>9Yl E80
W20
2MY190
ver, 1, -0 01
T >999 240
Hm(CT) T00
5 Na Na
Weght 2511,
FT=20%F, I I % E
BRACIRG-
TOPCHORD
SNx1u21 wmd sheathing dheclly appiCS dv�C
ac pudlns,
except eM vernal
BOTCHORD
Rigid ceiling dlreay applied or 1 M 0cc Trading
3-1NET IN 131-X3")na15
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
MiTek®
Jab
Type
Dry
PIy
R85361652
UNIT -16825
F07
FO]
�Tmss
Flow Gitlx
1
1
Builders HrslSwxce(Carta N/m
,TX), CanoObn, TX-
5006,
Bl' jj
Job Reference/p.MseiAS,Ix ThU Nw 141450502➢24 Pagel
630s 262➢24 MR
ID V.ftm Yg,NI NHysM-U 7FI .B7OHN3NSgP,L8w3ulT GMD.7J4 JCW
11
1 1 So
2
9 3 3xG = 41 L 11
3®n =1Y02
1 fu311 1s,311
8 1 6 5
3. L =
431
4 3o
LOADING (pal)
SPACING- 2-0U
C51.
GEFL. In
(bc) lMefl Ud
PLAiMS
GRIP
TELL 400
Plate Gnp DOL 1 W
TC --
Ved(LL) T
6 >9Yl E80
W20
22w190
TCDL 250
Lumber TELL1 W
BC 025
Ved(CT) -002
6 >993 240
BOLL 00
Rep Stress Ina NO
WE 023
Hm(CT) TOO
5 Na Na
POOL 100
Code IRC2021RP12014
VISMAS
Weight 251b
FT=20%E tt%E
LUMBER-
BRACING-
TOPCHORD 2x4DF2400F20Eora4SP24WF2OEor2 SPDSSMfl )
TOP CHORD
Structural wood sheathing dlreM applies dv4 Cac
pudlns,
BOT CHORD 2x4 SP 1650F t5E or2x4 SP No 1 w 2W SP SS(0ag
except and veNcels.
WEBS 2x4 SP No 3(0ag'ExcepP
BOTCHORD
Rigid ceiling directly applied w l TO cc brachg
14.4-5. 2x4 SP 1050F 1 OF w2W SP No 1 or 2x4 SP SSUab
REACTIONS. Daze) B-T5.5=MaLanlcel
Max G2v 8=6]5(LC 1), Sn2(LC 1)
FORCES. dd-Max ComplM. Tort -All faces 250 BID) or ess except Wan shmm.
TOPCHORD 2�664)
BOTCHORO ]Sw666, 6-I=w666, 5b=0K£6
WEBS 35=941M. 2-8= dffl
NOTES-
1 ) Untalancedfloor Webadshatebeenconsvl frthlsde n
2) ReRr f,Islets) fr Wss f truss mnmeacm,.
3) Recommend 2x6 sbongbacarea1 , on edge, spaced 1" 0 oc and hatched to each Loss wth 3-10d (0131' X W) nal6 .
StrotgbarM e attached 0 walls al Br other ends w restrained by other me, er
Or b
4) Harger(s) or other ct other nneion device(s) shall bp e wes ldsutOcent to support conceM2ted bes(s) I951b down at 2-SO on top
chord. The deslgroserectlan of such connection device(s)m e(s) ca Me sponslMMaf y others
5) In the LOAD CASE(S) serban, bads applied 10 Me face of the truss are notes as tmnt (F) or beck (B)
LOAOCASE(S) Standard
1) Dead+Floor tm (balanced) Lumber larded se=t00 Plate Increase-1 00
Undoml Loads(pl0
J Von 520,1-0=-130
Codargales Leads NO
Ved 9=-T/8(m
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
®
iirorAs—�eai�e�watn,se.
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UNIT -16A 25 FOB FLOOR GIRDER
Builders FmtSwrte(Ceuu ,TX), Carman TX- s006,
1.
pry Ply
j Ra5361653
1 1 Job Reference/p.�11IV, Ix Thu.- 1111. SO 2024 Pagel
630s 262024 MR
ID:VuBv YgWHs NHVBXBsnR]Fi sB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'Jl
1�12
9ra1e: 310'=1'
3xfi na= An Gs zxa 7.Jt= �a
1 13 2 1C 3 15 4 5 a to ]
j 2\` Cx12 i1 10 95�
V \I axfi = 15c1 11 V \I
dx12 =
a]<
LOADING (psg SPACING- 2-0U C51.
GEFL. In
dec) Vdefl Ud REAMS
GRIP
TELL 400 LIST, GOP DOL 1 W TC ORR
Ved(Ly -004
t0 >9Yl 400 W20
2201190
TOOL 250 Lumber OOL iW BC O55
VSMDT) -0W
10 >S. 24.
BOLL 00 Rep Stru Ina NO WE 053
Hm(CT) G04
8 Na Na
POLL 100 Code IR=VTP12O14 Maim-P
Weight 75lb
FT=205sE tt%E
LUMBER-
BRACING-
TOPCHORD 2z45P 1650Fi5E Brat SP No1w2WSPSS(flat)
TOP CHORD
Structural wood sheathing breath, appllM w6-0-0
oc pudlns,
BOTCHORD 2x40F2400F20E or 2x4SP24CUF2OEor2x4SPDSS(flat)
except and veNcels.
WEBS 2x4 SP No3(flag'ExcepP
BOTCHORD
Rigid ceiling directly applied w l TO cc braCTg
1-12.7 8. 2.4 SP 1650F 15E or 2x4 SP No t or 2X4 SP SSgal)
REACl10NS. (.a) 12=038, 8=D3-8
Max Grav 12--2813(LC 1).8=32MRO 1)
FORCES. (Ito) - Max ComplMfit Teo -All forces 250 pbLale,aexcepl wlren sbmvn.
TOPCHORD 78 07/023421001,3-0=-0239N,45=-0316'O, 5fY42800
BOTCHORD 11-12- 2767, t0-11�/4919, 9-10=0I4919, &Y-02]2]
WEBS 2-123JZW0, 2-119 078, 341�(&0, 4-11=9ScS 68=3TION, 63 35
59=1065N. 4-Y With
NOTES-
1) Recommend 2xG strom]mcks, on Mge, spaced at 1"0 u,, add fastened h t0 eaRuss, vath 3-MIT(0l6 131' X 3') na
S rdgbacks to be allacbed to walls al Nell ont, ends or resbalned by BlMr means.
2) Matter(s) or Ma connttWn devke(s) shall be pmvlded suNcatd to soppal mncmt2ted tourist 2m Ito down at 0-74, 1140lb
Stand at 1-104, 1140 b ilmn al &ID4, and 1140 N down at 5104, and 1165 ®tlown at 7104on NpchoN_ The
desgnlsel c40n of such connection devlcrOR Is Me despOnsbAlty crothas
3) In the LOAD CASES) section, ands applied to Me face of the buss are noted as dead F) or ma (B)
;•
LGIUDCA
1) Dead+Floorrem, dalanced) Lumber increase=1 00 PROM Increase-1 o0
TF•Y
undoml Land! s OR)
PSE• �1
CBncenbaled Leads NO)
/ T x
Vert 5=-1140(Bt 13=208(1`)14=114o(B)15=-114MER 16=1165(B)
/+; ?.
/MARCOS A. HERNANDEZ
...... -
.38.7- .....:....
1
1...•. 3878 i...
1
COR F-12513
November 15,2024
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yIs]ss3511I.nGUs—
Jab Tn« �Tvss Type Dry PIy
QANm Bl' )) R8536165d
UNIT-16825 F09 Flom 1 1 Job Reterencelg0)s0i£s,IZ ThU Nw id 1450512➢26 Pagel Builders FlrslSaxce(Cart ,TX), Cartatlbn, TX- 5006, 630s 262➢24 MReeii fifiddLL
ID Vu&n�Yg,NIk NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'dl
rTa =
�5 n 1-3L 1a�t�r 3xa= 41sx311
s®ld=rtaz
9
LOADING (psi) SPACING- 2-0U C51.
TELL 400 Plate Go, DOL 1 W TC 011
TCDL 250 wmMr DOL 1 W BC OD3
BCLL 00 Rep Sdo Ina YES WE 007
BCDL 100 Code IRC2021RPI2014 Moral
LDMBER-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag
WEBS 2x4 SP No 3gat)
REACTIONS. (size) 5=MSI¢neai,✓,T5
Max G. 5=305(LE IT 8=297(LC 1)
FORCES. pa, - Max Comp Mlax.Ten -Aff does 250(10) or less except when shown
WEBS 3S- 1002�301N
NOTES-
i)UnhaaneedfloorWeleadshavebeenco ere 1orthmdeegn.
2) Refer 0 glNerts)Tor doors to loss mmec0ms
3)Rearroend 2xfi sM Jbad", on age, spaced at 1"0 or and taste dto each ME
S danpa0. to he 30acha to walls 9Ned Under ends a restmina driverb)driverm r eans
E) CAUTION, Do haterect Wss hack UBS
15x3 11
6 5
LI =
431
4 3o
DEFL. n
"a" Vtlefl "d
PLATES
GRIP
Ved(LL) -0 Ed]
>9Yl d80
W20
2MY190
VEU(CT) ,U
T >999 240
Hm(CT) T00
5 Na Na
Weght 27I1,
FT=20%F, II%E
BRACIRG-
TOPCHORD
SNx1u21 wmd sheaNing directly appiCS dv�C
ac pudlns,
except end veNcels.
BOTCHORD
Rigid ceiling dlreay applied or 1 M 0 cc Trading
3-100 IN 131-X 3") nal5
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
MiTek®
Jab to �1-1—
BUIIType
UNIT-16825 Flo Flom
aers FhatS e,(Ceo ,Tx), cartaNbn, TX- 5006,
.1-0
H
C" N PN 6�
R85361655
fl 1 ) Job Relerenc21901s0ifs, Ix Thu Nav 11 M.112➢24 Page 1 63N 262➢24M W.B
IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL8w3uIT1(bGKNSCBaIJ42JC�
LPi
Ot
5 =t3fi5
1.3
193 I�
bfi-
Sifi- h5-
1. ��i5r3
3x6 FP- 46-
Sx6- .=
2 3 4 5
6 T 8
9 ID 11
R a
1I1
f25
,,, ,,4J{{II
2fi I®
dd
23 22 21 20
19 18
17 16
15
4xfi-
St6- 3x101ji10AHSFP-
4x5-
ffi- Gala-
DS SP=
4x5 =
2-90 1. T-a. I'll.
1. i
1911L 21-1. i
280 2TT 2L-0 .-d
1.
2d0 290
Plate Oflsets(XYl- 14£Me.0.1-0I 1180.1-0Etbe11190.1-0EUae1J210-2AE
LR50-tA0-tA11260-0-8
0.1A1
LOADING (psi)
SPACING- 2-0O
CSI.
OEFL. In
(bc) VUefl "d
PLATEB GRIP
TCLL 400
Plate Gnp DOL 1 W
TC 081
Ved(Ly -031
t9 >TW 480
MT20 220N93
TOOL 250
LumMr TOIL 1 W
BC 0%
Ven(CT) -064
19 >4W 240
Mt8AH5 i6-162
BCLL 00
Rep Stru Ina YES
WE 0W
Hoa(CT) 011
14 Na Ina
BCOL 100
Code IRC2021RP12014
Ma1rhS
Wegni: it]IS Fi=20%E tt%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 15E or a4 SP No 1 or 2W SP SS(flA) TOP CHORD
Shuclu2l wood sheathing
UlrecVy applied a&lo oc punlns,
BOTCHORD 2x4 SP 1650F 15E or a4 SP No 1 or 2W SP SS(flal)'Exr¢pY
except eM veNrals.
144N WDF2400F20Eor2x4SP2400F20Ema4SPDSS(flat) BOTCHORD
Rigid ceiling dlreNy applied
or 1"T cc Trading, Except.
WEBS a4 SP No 3(flag
2-2-0oc bacing. 2,T 2
REACTIONS. (size) 24=058, 14 5d
Max G2v 24=159WC 1). W159MLC 1)
FORCES. UldlMaxConr,Mho Teo-Allbrces250 ph)orkssexceplwlren rhmm.
TOPCHORD 2�2663M 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, 7Sb23110
8-9 699N, 9-fl1�52". 11-12=266M
BOTCHORD 2b24=0/1529, 22-23�'374420- W526219-20=NW816, 1819- 6231,T]-18-W6WT,
1817=0/526 ,1S16=09T45,14-15 1529
WEBS 12-14=-2159N, 2-24=-21SVT42-15�W i6, 2-23 1686, 111C 160M,
3-23=160&U,1 TTILOU 159, T2-011160, 916= lecoo 4-22=10 711T 91] W&49,
4-201 48, 8-1]=591N, 520=591N, 818ti1581537, 549--1W537
NOTES-
1 7 U balanced Boor uve loads nave heed cons 1eredlartlds desgn.
2) All plates areMT20 plalg unless N ae da, indicated_
3) NI plates are 3x4 MT20 unlss eoffddm a nMkated_
4) The Eahnra8on Tolecance aljolM 21=11%
com 5)Remend 2x65Bum]Ca[ks, on edge, spaced at 10C 0 M,and fastened to each Buss with 3 Tool (0131"X
3")nds
Strolgbacks to te attached to waled at Mar polar enda or restrained by other health
n..
COS A. HERNANDEZ
..........................
113878 -*.
COR F-12513
November 15,2024
k.ohn. v nip p.�metrna 4n��Tesp. Ms p po p.nexnaeneaeeP.6e.,.,,re.,,a�pnepse
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Jab 11, �Tvss Ty"UNIT-16&25 QANFm11 Flom
Builders FirslS—(Cao ,TX), CertaNbn, TX- 5006,
13.
4 1PN J
IUf 53�� ) R85361656
Job Reterenc219pls�ifs, Ix Thu Nav 111450512➢24 Page 1 63N 262➢24MW.B
I OV u&nmTYg,NIk%W NNysBXBSMTFIC'/PSBTOHg3N3gPgnL8w3uIT1(bGKNSCBdIJ42JCW
1da
UH8
..-1203
1m II
3x6 -
8
29-0
648
2-9-0
PlateOffsets lXYl- 11 Edce 0.15I ft10.15 EdceLf120.1-0EdoeI R50.150.1A
LOAOIRG (psi)
SPFCIRG. 21
CST.
OEFL. In (bc) lMefl Do
PLATES GRIP
TOLL 400
P6te Gnp DOL 1 W
TC 029
Vat(LL) -00612-13 >9YJ .0
MIT20 2"190
TOOL 250
Larder DOL 1 W
BC 042
vdr(CT) -010 t2-13 >993 240
BOLL 00
Rep Sde Ina YES
W8 035
TOO(CT) 003 9 Na Na
BCDL 100
Code IRC202iRP12014
MatarS
WegIR 681b FT=20%F, N%E
LUMBER-
BRACIRG-
TOPCHORD 2z4SP1650F15E or 2x4 SpNo1w2WSP SS(0A)
TOP CHORD Strnudil wood sfleaNing dlreM
applied w6-0-0 oc pudlns,
BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 w 2W SP SS(Ral)
except eM veNals.
WEBS 2x4 SP No 3g1al)
BOTCHORD Rigid ceiling dlreay applied w l OO-0 cc Trading
REACnoxS. (.c) 14=0.4$?-0 B
Max G. 14=903(LC IT 9=895(LC 1)
FORCES. IS) - Max CorpMax. Ten -All torce5250 old or less except widen sbmm_
TOP CHORD 25 132ZU, 3 19520, 4-5= 95210 56=1952N, 6-7=1321N
BOTCHORD 1ST4=0B33,12-13 1755 11-02-011952, 10.1 I-0/P5B, 3IG M32
WEBS T-9=t17"2-14=t1T8N,T-10=LV12T, 2-13=01T26, 610=64NO3-13
UVD,
6-111448. Y12=0M48
NOTES
1) OnOalwadfloorN bads HavebeenconsideredbrtMsde n
2) A61tla&s are 3x4 MT20 wless oNe.nee INcartal
3) Recommend 2x6 stroMbaca, on edge, spaced a11" 0 oc and fastened to each truss wan 3-t0tl (0131' X W) naes
Strolgbatl3 to 0e allacNed to walls al Marorder e orrest2lned 0y oNermealN
4) CAU ION, Do not erecNmss 0ackwards.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
� ve ny o.�metrna 4n��Tesa. des a ao a.ne.nerene.eeP. e.,.,,re., ,a�anease.
=
Mill
ny traog
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UNIT -16825ers N/III Fm12
BuildHeASaace(Carta ,TX),
0 1.
T Type PN R8536165]
Fl m 4 p j
Ca -Afton, TX-5006, 630s 262024 MReKiKdLsOiAS,Ix ThU Nw 141450522➢24 Pagel
ID Vu&nmTYguNIk NH,BM-M]FI .B7OHg3NS9P,L6 3ulT GMD.7J4 JC'/I
�dB� 6H8
3®LL=1284
as o
1 2
28 19 18 17 1.
3d1- 3x10M18AH5 FP-
4x5 =
1 sx3 II
143 3a5 FP- 4xa
6 T 8 9 10 11
21im
15 14 13
4%5- 3vb-
2-9U
lfL
11-168
111B
2-9T
2Ta
III.
2S8
Plate Offsets(X YI-
11Food 01 Al R5 TlA Food 11601-0ECael
1210.1 04181
LOADING (pelf
SPACING-
2—
CSI.
GEFL.
n (bc)
VUefl
Ud
TCLL 400
P6m Grip DOL
100
TC 041
Van(LIT)-015
i5-16
>999
480
TCDL 250
Canter DOL
1 W
DC 073
Ved(CT)
-02815-16
>718
240
BOLL 00
Rep Stru Ina
YES
WE 059
Hoa(CT)
007 12
IVa
Na
BCDL 100 Code IR=VTP12014 Mardi
LUMBER- BRACING-
TOPCHORD 2z4SP1650F15E or 2x4 Sp
No1w2WSP SS(BA) TOP CHORD
BOTCHORD 2x4SP1650F15EN4SPNo1 w2WSPSS(Ba)
WEBS 2x4 SP No 3(Bag BOTCHORD
REACTIONS. Ps m) 20=Meadnlcel, 12--05-8
Max G. 20=12WITC 1). 12--1258(LC 1)
FORCES. IS) - Max Comp Max. Ten --All Porce5250 (Ib) or oaa read v4den sBmm-
TOP CHORD 25=20160,3-0=3254N,45=3858'O S6-31K8N, 6-]=38NVO0]�tEVG,
BOT CHORD 132C=0/1189, 17-19�/2I92, 16-P=0"367D 1516=0"J858, 141S-013610,1314=02]92,
12-11-0/11�
WEBS HT12=16RMN2-20=-1681N,1G13=0.'1231,2-TMV1230.8-13=1154N, 3t9=1154/0.
8-141/fi8631 058],]-04-61M, 4-P--61M, 71F 2]]533,416=2]]532.
5-16=26M, 6-15=26910
Ind
2-yp
PLATES
GRIP
MT20
244/i90
Mi8AH5
I IT9
Weight 9311,
FT=20%E11%E
SN umlwoodsbe iN directlyappll or6-0-0ocpudlns,
except end vedlcals.
Rigid ceiling dimay applied w 1M 0 cc b2nlg
NOTES-
1) unbalanced Boor Webadshavebeencon ere tmtM des n
2) All plates are W20 plates unless didamse lnda&0
3) All plates are 3x4 MT20 unless cdarmse indicated4) Refer to glydegs)Tor Wes W buss core[ cam
m 5)Recomend 2xfi 50om]Cacks, on edge, spaced a110-0-0 ocandtaste) dto eachtresvnN SAM(013['X3') oats
Strolgbacea W Be 3BacBed to walls at Ncti oWer ends a matmined by differ means
6) CAUTION, Do not erect buss bachwads
n..
COS A. HERNANDEZ
..........................
113878 -* -
COR F-12513
November 15,2024
,w4 d v �dnp.�metrman4n��Tesd. res d Ldded.ne.nereneaee9.6e.,.,,m.— 3—dense.
MiTek®
ny trades
m%vmn> wuceM 9ueance rega title �x
u
ww msFl
ouaifrcn amtiwnalmm'ePtrnunl
Or.B eomm enaomt
an4acslau,R,g Compon,m Snoglmmm,6on �pue rmmve s6uM�elauMog component pamu
y1s ]ss35]t /uneYAsmn
Jab Tn .� �Tvss Tym
UNIT -16A 25 QANFF113 FLOOR GIRDER
BullaersH ASaxee(Car ,Tx), Baumann, Tx- s006,
a1-8
H �;
1PN J
IUf Ss�� )) R85361658
Job O11M.1 cGlmgl ', Ix Thu Nav 1111 SO 112024 Pagel
630s 262➢24."o2fifiddLL
IOVu&nmTYg,NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC'
1�A1 i aJfB
5$le=t3fi5
.12MI..=
2i6 ach
Lh
3a6 FP=
3xfi=
AS
Glo=
ach
Ore
1 2
3
4 5 6 ]
'-
8
9
30
29 2B
27
26
ul
aim MIB SFP=
w
3x10 M18NISSP =
8x12 M18AH8 -
2x6 II
2xfi
3X6 FP=
Lfi
1[fi
2. H
3xfi =
18 11
12
13 14 15 16
9 18
19
33
2s
24
23 22
21
56 II
3x10 M18AH5 FP =
21A-8
21 -.
Plate Ofiuts(x,y- (9"3 Edgel,[t00.'1-0O l,[190.3.EOgel,[236212Edge],r2C0-24,Edge],[2 D".Edge],r26:D"O Wl.E29"d .EOge],[380. 0,EUge],
(31 Fee 03DI. M2 0 t-88-081. 1330 I- 04O81
LOADING lag
BPACING- 2-Do
C51.
OEFL In
(mc) Poe8 t/0
PLAMS GRIP
TOLL 400
Plate Go, DOL t W
TO 022
vert(LL) -835
26 >]31 488
MT20 220/193
TOOL 250
Lumber OOL 1W
BC OA
ved(CT) TIES
26 >387 240
NHEAHS 16W 62
BOLL 00
o Ina NO
Rep Sol
WE 0%
Hool 0.11
20 Na Na
BCDL t00
Cede IRC2021RP12014
Maps
Weight 20311, FT-2 F,it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or zW SP SSAaG
TOP CHORD
Structural wmd alcohol directly applied or4 11 ce Wdlns,
BOTCHORD 2x4 OF 240OF 20E or 2W SP 2400F 2 OF a zx4 SP DSS(dat)'ExcepP
except end veN�ls.
202T 2W SP 1650F 15E or 2.4 SP No or ?4 SP SSUat)
HOT CHORD
Right ceiling directly applied a 1 MD oc bracng
WEBS 2x4 SP NO done)
REACIBONS. Doe) 20=058, 31,0 SS
Max G. 20=2092(LC 1), 31=3I40(LC 1)
FORCES. (m)- Max Comp Max Ten - All mrees 250(m) or less except v.Ten Moral hol
TOP CHORD 2S=]4]80. 3d=148710 4 5-113900.0 11398N. 7E=11689M 09=1168910
910=i1222N,1041=-11222/01112=9514N, 1213=9514M. ffi-15-1185�0,
15-16 71 Son. 161]4000N, 17-18=-402YD
BOT CHORD 3031=0139W. 2830�/Nl2728,(/11641, 262]=I11222, 2526,(YLI 1,
z12s=0/10423, z124=o18435, 21-2395]2], 21T21==88
WEBS 1620=2951KE 251=538mo 18-21=0Iz5822S 4906,1621=2303N,
430-- tTDWG, 1623=)0014, 4-28-(Wl 11z3=n2610, 7-28- MI AL 11za=0/ias9,
027�49AE iv24=131]ro, 9-27=0/1123,1125=w1483 9-26-CCAE 10-25-58640
xores
1)AT amaa noor Ne leadsnave beencErirdvdmrmis desgn.
z) All plates are MT20UD unless
ravexse hatede0_
3) All plates are 6xTMTZO wkss -
1IMkated.
4)Tne nt 29 1%
S�OF... l
Recommend abomEacies, nape, ocand msty each Wss vnm 3-mtl (0131'X3')nal6.
5) Recommend 2x6attachacks,onls
p. 1
4f
aBaaredatl0-0-0
a m wallsal) enter
then ends or rest2medoyupprmealH
Saul
i yS: 11
orotce
mama shall d sumcemmsuppod concentrated mad(s7 zTz41h duwn at abiz on rap
6)chund
T)«omerconnec0ond uchco)snaane peke
clwrd. TnedeslSE(S)atlan of such cannecllon devl[e(s)¢me respansotedafomers.•
]) Inthe LOAD CASE(s) sectloq ma]s applledtome race of rice mas are noted as front (F) or Eck (B)
•t...........................
;. M DZ
/MARCOS A. HER.....
/1
ODead +Hour llvm(hamnmmd)-wmbmr mareamm=i ee, bare lnarmasm=l uo
Undoml Loads Unit
113878
Von 2031---20.1-19=130
CoPsenvakd Loads Ohl
ved 4=-2644(F)
�l SS/ONAIE�
COR F-12513
November 15,2024
AwA 6v �lpnp.�metrmamm��anTmsn. sMntamaamnMnmxnamnmaaP.lam.,.,am., a —pence
MiTek®
auace regatitlx
aa
u
i
a,. isuuayen e�v
oww
aneaCSlB,, gCompon,nuSumyIeo,aon
mC5111llunews
Jab FTTess Ty"DNIT-16825 QAN Fm14 Flom
ers BuildFlmiswxee(Can
,Tx), Ca-#dn, TX- 5006,
.1-8
HTS 12
ISA
3xfi =
]
S 5
6
T
25 20
Z1 22Z1 22 2
3vb =
15x3 �
15X1 g 3x6 FP=
Yfi =
� 1PN J
IUf 53�� ) R85361659
Job Reterenc219pls�ifs, Ix Thu Nav 1111.112➢e Page 1 630s 262➢24 MRei fidL
ID Vu&nmTYg�NI NHysBXDsnRIFI W' 70Hg3NS9P,L6 3ulT GMD.7J4 JC'JI
1 � L 5 t3fi5
I SO 11 15x3
.a= 3xfi at= 1.3 �� L6=
] 0 at. 11 12 a 14
19 18 17 16
3xfi = 3xfi =
2-ST 7L-12 4&1
113-12
1&11.
21.
28p 13-12 178
2-1.
fi7.
290
Plate ORsets(XYl- f3T"Ednel MT"Facet I17T"EUceI 1180.14, Edue1.
270.1d 0.1E1. 1280-18.01",
LOADING (psi)
SPFCIRG- 2-0U
CSI.
OEFL.
In (bc] lMefl t/0
PLATEB
GRIP
TCLL 400
P6te Gnp DOL 1W
TC 037
Val(LL)
I
-O OS t6-P >999 Mo
MT20
24,Vl%
TCOL 250
LumMr OOL 1 W
BC 051
VeA(CT)
-010 i6P >993 240
BELL 00
Rep Sdo Ina YES
WE 040
H07(CT)
003 15 . Na
DCOL 100
Ccde IRC BTDI.J1
Ma171rS
WegM: 11910
Fi=20%F, it%E
LUMBER-
BRACIBG-
TOPCHORD 2MSP1650F15E or 2x4 SP No1w2WSP SS(0A)
TOP CHORD
Shududil wood sheathng directly applied a 6
oc purins,
BOTCHORD 2x4SP1650F15Eo=SPNd w2WSPSS(Ral)
except end verticals.
WEBS 2x4 SP No3(flat)
BOTCHORD
ceiling
Rigid ceiling directly applied a 1"Tcc donning,
Except.
"tD oc 2,T 2.19-20.
REA MOOS. (sic) 26=058, 15 -8, 20=0-5a
Max G. 26=635(IC 3T 15=818(LC H) 20-1811(LC 1)
FORCES. pb)-Max Comp MlaxTM-AIIPorce52500b)orlessexceptwlre ean_
TOP CHORD 2142110, 3-0 98%o 4--58RM2, 5 S1 0.7=0I908, 7T-867AE
810=1627A) 1011=-162710, 11-12=162710, 12-13=-1181AO
BOT CHORD 2526=01583,24-25-0588212F[VW, 22-23-MM. 21T2= 3205, 1320=ov&16,
1819-M355, 17-18=011627. 1617 01154T15-16=0756
WEBS 2-26=82w,5-20=-103M.22S01353.62-W636, T2-67W. 1115=1067N.
7-20=128M 13-16=0530, 7-1 �0AcCi 12-16- 535AT IT19 79M, 818-0/553,
ToTa 2T7N
NOTES-
1)OnbalmadBoorWeloadshavebeenc Mered1atM des n
2) AS phtes are 3x4 MT20 unless midemee Imkated.
3)Rearanend 2M sLmngba,k, on adge, spaced at 10.0.0 oe add taste tlto each Ness wed 3-10d(0131°X3-)nal6
-Slmlgbam to eae"am'toa wrs al SwearoNands, s er aa re2other
lned by oer meals
4) CAUTION, Do act aect truss backwards.
:.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
MiTek®
on.
Jab « �19— Type
UNIT -16825 5 Flom
Builders HUASou—(Cal,TX), CertaNbn, TX- 5006,
1PN J
IUf 53�� )) R85361660
Job ReferencGlgg) ', Ix Too Nav I11a. 132➢24Page1
630s 26ID24MReeiifisB
IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJCW
1 1 SBSB 0.1A
3®@r'=1 t201
i sx3 II 1 sX1 II
a s
1m II
art =
8
oil
ON
3.=
3L=
YSo
418
1128
24a
688
2-40
Plate ORsets(XYl- 11 EOoe0.1AI R10.1A EMeL 1120.1� 1.011 1b0.1A
LOFOING (psi)
SPACING- 2-0U
1
CSI.
GEFL.
In (bc] lMefl t/0
PLATES
GRIP
TELL 400
Plate Gap OOL 100
TC OP
Val(LL)
-00612-13 >9YJ 40o
MT20
2MY190
TOOL 250
WmMr OOL 1DO
BC 041
Vea(CT)
-009 t2-13 >993 240
BOLL 00
Rep Sde Ina YES
W8 0%
HoD(CT)
002 9 Na No
BCDL 100
Code IR=17P12014
MalrvS
Wegat So it,
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A)
TOP CHORD
Botanical wood sheathing dlreM applied w6-0-0
oc poalns,
BOTCHORD 2x4SP1650FI5Eo=SPNd w2WSPSS(Ral)
excepteM veNcels.
WEBS 2x4 SP No 3ga1)
BOTCHORD
Rigid ceiling dlrecAy applied w l OO-0 cc b2nlg
REACTONS. (sae) 14=&9$rule
Max G. 14=897(LC IT 9=889(LC 1)
FORCES. (It,) -Max Comp Mlax. Ten - /ill forces 250 Sid or less except when saovm_
TOP CHORD 2�1310A, 3-0=192710, 4 5=1927N, 56-1 R271T &7=1309A
BOTCHORD 1S14=0B9,12-13 1738, 1112-0fl92T, 1041-0fl738, 3IG GI26
WEBS 79 Ii65A, 214 1169N,7-10E,W19, 2-13-Wl8.&10=6371D, 3-13 710,
6-111M34 512=0(3
NOTES
1) Unbalanced Odor the bads nave been considered lmtals desgn.
2) AS pG&s are 3x4 M120 wless odbenvlse INcartal
3) Recommend 2x6 sbongtaca, on edge, spiced a11" 0 oe and fastened to each boss wan 3-tOtl (0131' X W) naes
StrolgbarMWt,e attached M walls al Hoar othere wrest2lned by NaermeadN
4) CAUTION, Do not V t creed backwards.
YR .
VV
MARCOS A. HERNANDEZ
................................
113878
COR F-12513
November 15,2024
Mill
Jab .� 1-1—TYpe
UNIT -16825 6 I`Flom
BuIWers FrslS—(Cal.TX), CarraNbn, TX - sons,
0.11A
t 3x4 II
C" 1PN J
IUf 53�� ) R85361661
Job Retere ceA9111s0�F's, Ix Thu Nw 1414505d2➢24 Page 1 630s 262➢24M
IOVu&n�YgWHs%WNNysBXBSMTFICWsB'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJC'Jf
1-}0
2 3x4 = 3 3xa
3®n =1Y03
3z5= bb=
2-S1O. 2-
'
LOADING (psi)
SPACING- 2"
CSI.
OEFL. In
Una "d
PLATES
GRIP
TELL 400
P61e Go, DOL 100
TC 003
Ve0(LL) 000
:tl
5 "^ E80
W20
2MV190
TOOL 250
Lumber OOL 1PC
BC 003
V=CT) -0m
4S >993 240
BCLL 00
Rep Sdo Ina YES
WE 0IXi
roa(CT) TOP
4 do Na
BCOL 100
CoOe IRC2021RP12014
Matrix-P
Weght 201b
FT=20%F, lI%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or a4 SpNo1w2WSP SS(0A)
TOP CHORD
Shucludil wood sheathing directly applied w2A-0
oc pride,
BOTCHORD 2x4SP1650Ft5E.=SPNo1 w2x45PSS(0a1)
except end vernal
WEBS a4 SP No 3gat)
BOTCHORD
Rigid ceiling 0lreay applied or 1 PC 0 cc ancig
REACTIONS. (.c) 5-T5$ 4=058
Max G. 5=181 BO IT 4 18NLC 1)
FORCES. do) - Max Comp Mlax.Ten -Aff does 250(Ih) or less except when shovm_
NOTES
1)Recommend 2x5 shmgbzOa, on age, spaced of TOP 0 or atM lisle olto each treo
won T1GJ(0131' X
3') na05.
StmlghacU W he atGcha to xa15 al Mar order ends or resfmina by other meads
VV :R
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
Mill
Jabvss �TvssType Ory PIy
Bl' j R85361662
UNIT-16825 F1] FLOOR GIRDER
1 1 Job Reference/p.�11s0iAS,Ix ThU Nw 1414505d2➢. Pagel
Boilers HmtSaxce(Cau ,TX), CartoCbq TX - 5006, 630s 262➢24 MR
ID Vu&nmTYgNIk NHysBXUsnR]FI .B7OHg3NS,P,L6 3ulT GMD.7J4 JC'/I
1f3� t�fl�
Srale: L4'=1'
ax6 II ]xa - 2. II win II � II 'A 3xfi It
t Y2 2 3 4 14 s 15 6 16 T
77�71
v �I tt to
find=
We -
LOFOIRG (pst) SPFCIRG- 2-0U CSI. OEFL. In (bc] Vdefl told
COR F-12513
November 15,2024
6 v nl6 o.mma madB�NnTesn. res n Lnnen.nexnerene.¢eP.6e.,.,,re., ,a Rnense.
®
,w4 �na
MiTek
�a� ro
1.,
�waceMpo
n
i
oaycn..dsB or.amamPrnunl
and acsl mass cmvom snoly lnmmdm-opue n-im S6uMofdiiugm., - aboo� ram)
.,a ew I5]/.iG.s—
PLATEB GRIP
TELL 400 P6te Grip DOL 1 W TC O6G Vat(LT) -0OS 3ID >9YJ 48o
MT20 2MY190
TCOL 250 Lumber OOL 1 PC PC 086 VeA(CT) -010 3t0 >999 240
BCLL 00 Red Stru Ina NO WE 061 Hm(CT) 002 8 Na Na
BCOL 100 Code IRC2021RP12014 MatmS
Weight: 831b Fi=20%F, it%E
LUMBER- BRACIRG-
TOPCHORD 2,4SP1650F15E or 2x4 SpNo1w2WSP SS(BA) TOP CHORE) Shactmal wood sheaming dlreclly appllM m6-0-0 oc p pins,
BOTCHORD 2x4 SP 1650F 15E o=SP No 1 w 2W SP S801d) except end veNcels.
WEBS 2x4 SP No 3(Rd) BOTCHORD Rigid ceiling directly applied
or 1 DO-0 cc Trading
REAGBONS. Po¢d) 12= ,8=Metliamal
Max G. 12--3229BG B) 8=2774(LC 1)
FORCES. (m) - Max Comp Wax. Ted - All force, 250 Do) or less except wired shmm_
TOPCHORD 1-12---(K3N, 2-�ZVD, 3-0f V =4823N, 45-15014E wIGOM
BOTCHORD 11-02=02881, 10-0 1r/4623, 91 MM[823, 6Y-02931
WEBS 6�396Z0,2-12-3894A,69=0121522-11-W2T03, 5-9=101 M. 3-11-152]/q
'Y_ 4-91N, 11R-002f0
NOTES-
1)UnbalancedfloorN badshatebeenconsvl brthlsde n
Reco m torimsstotm
3) rage, spans.
end 2xG spared ocand fastenedto each Ross vnm 3-tOtl (0131'X3')nal6.
1" 0nds
3) Recommend 2x6 shomdired
0, sledge,
to the attachedto walls oNer endsw restcent by other means
eor
Sar
egsrM
(s) shall tod bo(s)1225Ib downat G9-0, m
pwown
4)downat ndown
t 49Ts)shall 1
at 69T, dso
4-9-0and t216 mdown al6JL,a�2551b dsxn at]8-0on Top cMN_The desgn/sekchon of
downat2Toth 89I 255Inconc at 74
suMn man desmdawnat
571n me LOAD casE(s) secnon, loads applied m me rare of the truss are noted as rroN (F) or oaa (B).
TOkDC E(S)os)Ismemds applMll tote face
�'(E
LOADCASE(S) Standard
OF TFL`�1
�.�P.••••••••••..(Lq
1) Dead. Fbor live(balanced).-camber increase=100, PM@hrcfease=l o0
1
UnOonm Loses (pit)
Vert 12 zo. 1_7=_130
j r7. • •S �!
/ A 1
Concentrated Landes go)
I
Von :3=-1136(F)13=n6o(F)1a=t136ff) is=1135(F) ifc-183(6)
/ .........................a...
/MARCOS
A. HERNANDEZ%
�...... .....................:...
1. 1.. 113878 :...
Jab Tn « �Tvss Type Dry PIy
QANm Bl' R85361663
UNIT-16825 F18 Flom 1 1
Job ReterencGlq )
Builders Hrs Saace(Cart ,TX), Cartatlbn, TX-5006, 630s 262➢24 MRei fidLsO�F's Ix ThU Nw 1414505d2➢24 Pagel
ID Vu&n�YgWHs NHpOMmMIFI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'JI
rTa =
�sr� �� 1-3u I �d�y sxa= 4 3xa II
s®ld=rtaz
9
II t sxs ll
6 5
LOADING (psi) SPACING- 2-0U C51.
TELL 400 Plate Gnp DOL 1 W TC 012
TCDL 250 wmMr DOL 1 W BC 0E
BCLL 00 Rep Sde Ina YES WE 007
BCDL 100 Code IRC2021RPI2014 Matal
LDMBER-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag
WEBS 2x4 SP No 3(flag
REACTION£ (size) 0=05$ 5=MESTanlcel
Max G. 3F 92(LC 1L YJCO(LC 1)
FORCES. (Ib)-Max Comp Mlax.Ten-/ill firce5250(10) or less except when shown
WEBS 35- 0110, 2�29610
NOTES-
1)UnhaaneedfloorWeleadshavebeenco ere 1orthmdeegn.
2) Refer 0 glNerts)Tor driers W loss mn2c0ans
3)Rearnmend 2xfi sM JCacks, on age, spaced at 1"0 oe and taste tlto each MES danpa0. to he Marra to walls 9Ned data ends a restmina driverbydriverm r eans
E) CAUTION, Do haterect Wss hack UBS
4 3d
4 3o
DEFL. n
doc) LHlefl "d
PLATES
GRIP
Ved(LL) T Ed
6 >9YJ E80
W20
2MY190
VEU(CT) , 01
6 >999 240
Hm(CT) T00
5 do Na
Weght 2911,
FT=20%F, 11%E
BRACIRG-
TOPCHORD
SNx1u21 wmd sheaNing dheclly appiCS cv�C
ac pudlns,
except eM vernal
BOTCHORD
Rigid ceiling dlreay applied or 1 M 0cc Trading
3-1NET IN 131-X 3')na15
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
MiTek®
Jab
UNIT -16825 Buiers N/III FmF01
ldHUASaace(Carta ,TX),
�TUss Type
ROOF SPECLll
CanYbUn, TX - au,
2-2-0
2-2-0
Cry
P
R8536166d
2
1
jj
Job RefeRnce/p.MsMVS, Ix Tbu Nw141,150552➢26 Pagel
630s 262024 MR
ID:V.Mn Y,WH NHysBM-s 7FI W/ 70Hg3NS,P,L8 3ulT GMD.7J42JCEI
L2$
2-68
San!=1.In
u
ad =
d-2a
4zb
LOAGING:00
SPACING- 2-DO
C51.
GEFL In
pom Wen W
PLATES
GRIP
TCLL 100.0
P6(e Gip DOL iC0
TC
010
Von I -001
45 >999 480
MT20
24,V190
TCDL 250
Lumcer DOL 1 U.
SC
014
VeOt(CT) -003
45 >999 240
BCLL 00'
Rep Stress Ina YES
WE
Den
RRCRCT) 000
4 Na n2
BCDL 100
Come IRC2021rFP12W4
Mmai
WmCNLL) 0.00
5 -- 240
WeJgnt 301b
FT-2
LUMBER-
BRACING-
TOPCHORD 2x6SP2400F20Eor2x55PDSSorfm SPM31
TOPCHORD
2U-0oc purins 13, except men
venoms.
HOTCHORD 2x4SP1650Fi.5E or 2x4SPNo1w2WSPSS
CHORD
ROTE
RlgM telling energy applied.
WEBS 2x45P No
REACTIONS. (size) 5=rF58, 4=Mechanlcel
Max lbrz 5-w-10)
Max OPIR 5=b2(LC - BF 4(LC 9)
2 Max Gv 5529(LC i), 4=52%LC 1)
FORCES. Sto- Max ComplMax Ten.- All faces 250(m) or ess except men sbmvn.
WEBS 2�367/217,2-0=381216
NOTES-
1)Wall ASCE716,Vu8=115mpn(15ecnndgest)Vasd impn,TCDL=60ps,,BCDL=60psf,h= kB-45$L=4 ,e. 5ft.CaL
II; Exp C. random, MWFRS(droolum1) and C Comm(3)zone, carldeverleft and ngnt exposed, end veNcal Eft ale Exist
exp sedC-C for makers and fohes 8 MWFRS for reactions strum, Lumber DOL=160 Plate gdp DOL=1.60
2) Pence serrate dcmwge to prevent miler ponQ g.
3) Thin truss has been assigned fora 1D 0 of bMam chom none load modraccuarent w80 any other Irve rude
4)' Thts MUSS has been deslgn:d for a We bad of 20 opsf On the tumor cMud In all forms venue a rectangle3 my by fr} vide
wR FN belyna n Me Mnom clew add any o01u members_
5) Room to gi der(s)for Muss to boss cnnrecWns
6) PUVMe mechanical con neram (by MMus) of miss to leading plate capable of vnthstaMing 100Ib upff, alpinks) 5, 4.
]) TMs Moss desxin requMes iMaM a minimum of 7116-sMtu al wood sheathhg he mpned dRectly t0 the fop cMd and 12" gypsum
shemock Me applied air" to Me MODm Use
8) Graphical pudln represeMalmn does End depltl the Yma or Me orientation of the pUlln abng the fop andlm bottom than.
^—SE FT
F �
ygP•,....;F4S 11
1........................:. d
n.
COS A. HERNANDEZ:
....113878 ....;...�
'+1;prFs<yCENSEa-"*#i�i
COR F-12513
November 15,2024
MiTek®
Jab
pe
UNIT -16825
FF0«2
R
Bildrs FlrslSa(Crt
X),
CamAnn, TXssTY
-
2d 2
b7-12
21 12
3x4 =
1
� 2
ICI
ICI
Ic
pry P
R85361665
2 1 Job Reference/pgpnalj I— Pm Nw 111,1. 112024 Page l 630s 26ID24MiieKYnd150M5
ID:VuMm YgMHs NHy.BMm RIFT W' 70Hg3NSgP,L6 3ulT GMD.7J4 JC'
.1.12 43A
38 2b12
xxb II 3x4= ab II smld=1174
/� /L4-J>
8
7
fi
3xt8 -
Tfi=
67-12
338
4'42
4112
LOADING (ps1)
SPACING- 2-DO
C5,.
OEFL. In
per) WcH I/O
PLATES
GRIP
TCLL 400
F Gnp DOL 1-
TC
014
VeMLL) -001
7 >999 480
MT20
24 190
TCDL 250
Lumber DOL 1on
BC
013
VcmCT) -002
T8 >999 240
BCLL 00
Rep smrsloO YES
WB
020
Ha7(CT) 001
6 no, on
BCDL 1no
Code IRC202WPIM14
Ma8[t-As
WeJgM 55In
FT-2
LUMBER-
BRACING -
TOP CHORD 2x4 SP 1650F 15E.,W SP No 1 w 2w15P 55
TOP CHORD
2U-0oc pudlns (6 max .) i-5,
except cutwrdcals_
BOT CHORD 2 4 SP 1650F 15E ora4 SP Not m W SP SS
BOT CHORD
Mind ceiling directly applied.
REAcnox9. (s ) 6-M ftanral. 6-YAecnarocm
Mai G. 8=675(LC i), 6,G75(LC 1)
FORCES. put - Max Cmr,Mox. Teri - All fre 250 gin or less eicepl xTen Ancem
TOP CHORD 2�6681D, 3-0 B`8N
BOTCHORD 7S(/4946-7=01494
WEBS 2d 68W 2-7=0/ 3. 3-7=27N017-M53.46--68M
NOTES-
1) Refer m glNer(s)Tor Buss W Buss connections
2) The, truss desgn regions Mad a minimum a7116-structural wood skeal0ng be applied directly to Me top clrN and 12-gypsum
streetrock to applied dir" to Me betlom chord
3) Gaptrkal pudln represeMatlondoes� tdepicttN wear Meomnttmof MepWinabng Metopandlor betumctrwd.
4)Recommend2x6 egbacks,onedge, spicedat10D-0ocandfastenedtoewtu BusswM3-l0dM131'X3')nal6.
Stengletl3 W Inc amocined 0 walls al ttrctt roger eeN or reMoured by enter meal¢
ySPS�/ V Fx4P
......
MARCOS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
roea sa.ewan,se.
MiTek®
evmomc,e nm�,-H
,r.—lg,i,c
s,a7�,s7„MneKe=�
Jab
Tn .�
Type
Dry PIy
R85361666
UNIT -16825
FF03
�Tmss
ROOF SPEChIt GIRDER
1 q
Builders FietSaxce(Carta N/m
,TX),
CanO6bn, TX-5006,
L Job Ret-`= Ij
8l'
630s 262➢M'..1 iKdL1V I— ThU Nw 1414W 562024 Pagel
IO:VuBm YgWHs NHpBMmnR]FI sB7OHg3NSgPq L6 3ulT GMDmIJ4 JCol
14-12
4-1-12
61612 9-3d
•
2-4-12
2a0
21. 2b12
5®@=1Y83
,Ft II Ran - zx4 II 3.fi -JI zx4 II
5;I i LE: 2. 1n 4 7^I
u u
fi= ]
fi
a
4m =
.2 9- d
L]-12 .2
LOFOING (psi)
SPRCING- 2-DO
Can
OEFL. n (cm) wen W
PLAFES GRIP
TCLL 100.0
P6te Gnp DOT 1"D
TO037
VM(LL) -002 ] >999 480
MT20 24411W
TCDL 250
Lumber DOT 1 W
BC 021
VM(CT) T ] >9YJ 240
BCLL 00'
Rep Strgs Mcr NO
WE OW
Hmz(CT) 001 6 Na n2
BCDL 100
Coale IRC20217Pl2Di4
Mardi
Wm,gLL) O.ol ] >999 240
WeJgM 13511, FT=20%
LUMBER- BRACING-
TOPCHORD 2x6 SP 2400F 20E 0r2x55P DSS or 2x6 SP M 31 TOPCHORD 2TH) putllre(6DO men.) 1-5,
except FallWrRC.1s_
HOTCHORD 2x6 SP 2400F20E or 2n6SPDSSm2x6SPM31 BOTCHORD Right ceiling direc0y applied.
WEBS 2x4 SP No.3
REACRONS. (sae) B=MeclNnrcal, 6-YAecbabcal
Max Mr. 8,4B LC 11)
Max G. 8= GORC IL 6=4680(LC 1)
FORCES. Bad -Max Comp Mlax.Tert-AIIPorce5250 (10)orkss except wlren sbmm_
TOP CHORD iS-ID3]N, 23=4684N, 3d=4684N, Sb=-003]N
BOTCHORD ]S0136906-]=0I3690
WEBS 2�501 W. 2-]=(Y1392 0]=-202W, 47=0/1392, 4b=-5018M
NOTES-
1) 2Tty Vass to be conmxte0 w together 1ml (0131 NY) nails as follows:
Tap chords Connected! as fulluurs_ ad-1 mx at 09C rr, 2tt6 - 2 rows staggereal at 0-9O m,
Bottom chums ocirmoed as (allows-2x6-2 rows staggered at 0-9-0oc.
Webs conntt@al as toNws: 2x4-1 rmv a10.94) oc.
2) Ar baits are Considered equally a1pSe0 to all phes. except R acted as fiats (F) or hart, (B) face In the LOAD CASE(S) scctoa PI) to
pry connections have been pmxMed m distribute only loads noted as,R) or (B), unless olnevess Indicated.
3) Will: ASCE 7-16; WR-115mpb (35 d gust) VasOSimpn; TCD1=6 OpsL,, BCD1=6 upsf. n=30R B=451, 1=4011; eave=5ft, Cat.
II;ExpC,Focused, MWFRS pinscLOnag arts CC ComereB) Cne, mummer left and mint exposed: end vertical left all right
posmCCC for members add faces 8 MWFRS our reacllans snam; Lumber DOL=160 plate me OOL=160
4) PmvMeadequnte manage W prevent eater pOndmg.
\\�
psf offal �re�a�gie3s0tau
oa onu Neond
wssnasbeedIgbeen rea aneasnwle
OF•TFx\II
rorzBwb
6jTm eot2o lm�nwOna�l aby z-Da wide
PSE
.1 fit between Me NMm clwN all am 08rer members_
])Refer to gimer(s) for mass to Wss connections
/
8)Lendmse(s)1,2,3,456,],8,9,iD,N,12,13,14,15,16,P,18,19,20,21,22naLhavebeenm ifim! BufidNgdesgner
must review load, to verify Ma they am Correct for Me Intended use a Has mass.
9)Th6wss desgn NtM aldhe01yto Metopchoral V2^gypsum
...........................�
IMARCOS A. HERNANDEZ.,
regmrmUata minimum of7fl6'sN umi 0odshe apple and
sncebock be applied dir" to Me MtlOm Chem
.
III
10) Graphical punin relxesentatmn does nor depict the vze or Me meranOn ofthe Wdln along Me top andsm Whom tlroN.
. 113878
I
Ill �f </CENSE
LOAO CASEIS) Standard
';*,,%
1) Dead +Rwr Hve (be6nce0) Lumber IMrease-100, Plate lmmam=l DO
Untorm Loads g,lM
1l SSIONAI"'
\\\""��
Vert 1S 1020, 6A=20
2) Dead + O]S Runs Irme(baanceO) Lumber Increase-1 OO, Plan, lxrease=100
COR F-12513
November 15,2024
onmian rt� nan=+
w d,R91
MiTek®
lel—ry m
N
N M
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Jab
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Type
Dry
IPIy
R85361666
UNIT -16825
FF03
�Tmss
ROOF SPECWt GIRDER
1
q
L
Job Reference[p�1p Ij
Builders HrslSeurce(Carta N/m
,TX),
CaRoMon, TX-5006,
KI
630s 2'aMMReKiKdI1IV, Ix ThU Nw 1E 1050562026 P.,2
U)VUBmdrGY9WHs NHysBM-S 7 I .B7OHg3NSgP,L6 3ulT GMD.IJ4 JCt1
LOAD CAM(S) Standard
Laced Loads (pIH
Ved: 1ti 918, 6A=-20
3) Dead+OnMabda0k MIC WMON Storege Lumider Incease=125 P6R Increase=125
Lamm Loads (plry
Ved:15=633. G8=-00
4) Dead +06 CL N nd (Pas Ir lennaq Case 1 Lumber Increase l 60, P6(e RCM,Rse=160
Lamm Loads (plo
Ved: 15 27, 6A=-12
Harz tare, 56=43
5) Dead +06 C-0 "find (Pas_ Internal) Case 2 Lumber Inoeas,l 60, P ate ImMase=160
Untrortn Loads (plf)
Vert 15 27, 6A=-12
H. 1d= 5fY28
6) Dead
+06 C-C"find (Neg In@nag Case 1_ Wmber Increase=160, Plate Iacfeas,160
Lamm Loads (pIH
Ved: 1b 672] 6-8=20
Harz 1A-=40 56�J1
]) Dead+o 6 C-0 "find (Neg Weed) Case z Lumcerincrease=160, Plate Inc ease=1W
Undmm Loads (plf)
Vert 15-�i43, 68=20
Horn 1a3156=40
8) Dead +06 MWFRS Wnd (Pos_ Internal) LefL Lumber Increase-1 W. Mee Increase=160
Lamm Loads (pIH
Ved 15 50, 6A=-12
H. 1a11, 56 l
9) Dead +06 MWFRS Wind (Pos_ Internal) Rgbt Lunar Increase-1 W. Plate Incease=160
Untbrtn Loads (p10
Vert 15 50, E8=-12
Harz 1�2156=12
l0)0ead+06MWFRSWlnd(Neg.Intemal)Left Lumber Incease,160,Plate Inc se=160
umtmm Loads (pll)
Vert : 1-5-d .68=20
Horz 1A=S Wind
11) 0ead+06 MWFRS Wlnd (4 In@mal) Rgbt Lumbre er hrcrease=160, Plate Incas,,160
Undo. Loads (MO
VM. 15=F20, Vd
Horz 1-8-8, 5£=29
12) 0eed+06 MWFRS Wn'd (Pea. In emad)1A Paa1Iel LumbeT Increase=160, PMte Incnease,i W
umtorm Loads (MO
Vert : i5=-0. , 68=12
= Horz 1A54-
13)0 clF 06 MWFRS Wind(Pm I Aernad 2nd Pmalhd Lumber Increase=160, Plate ImMas,,l 60
Undo. Loads (MO
VM. 15=-4", 6d=12
Horz 1-8=26, Ni
14) Deed +06 MWFRS Wind (Neg. Internal) 1st Pa2Ilel Lumber Increase=l W, Plate Increase=160
Undo. Loads (MO
Vert : 15= l'66=30
Horz "-14, 5414
15)0 cl+06 MWFRS Wlnd(Neg. Imemal) 2nd Parallel Lumber Incease=l W. Pate Increase=160
Undo. Loads (MO
VM. 15=$1, 6d8 2
Horz 1-8=14,N 14
16) 0ead_ Lumber InOe D90, Mee Ircrease=090 PR neap 90
Undo. Loads (MN
Ved: 15= 61368=20
� 17)d+0T5RwtLw jWl)+0T5(06MWMSWnM(Neg.mpLen)-LumcerIncrease=160. Platemuease=160
UMorm Leads (IYI)
Vert :15=-942,6d=211
HOC, 1A=225a6
18) Dead+O 75 Rw(Lw dal) +0 ]5(06 MWFRS Wind (Neg Ind Rgbt): Lumner Ino,ose=160, Plate Increase-1 W
Unrtorm Loads (pIH
Vert 1`.r W4,6�20
Horz 1A�, 5E=-22
19) 0ead+0 ]5 Rw(Lw (Wl)+0 ]5(06 MWFRS Wmd (Neg. Int) tst Parallel) LumlaeT Increase-16(FPlate InaeaRC,1 W
Undo. Leads (IYI)
Vert : 15=-939.6d8 2
HOC, 1A=1, Nin
20) Dead+O 75 Rm(Lw Usel)+0 ]5(06 MWFRS Wind (Neg Ind 2M Paallel) LunMu Increase-1 W. Plate Inrrzase=160
Unrtorm Loads (pIH
Vert 15=-939, 6�20
Horz 1A=115a-11
21)0 cl+06C Wind MeT Dmm_ Lumber InMease,l GO, Pate Increase=lW
Jabvss �Tvss Type
ONIT-16825 FF03 ROOF SPECLll GIROER
SuMW Firms —(Cal ,Tx), cxrtO6Nn, Tx - ,
LOFO C113E(5) S lord
Undmm Lo dtl (p0)
VM i 5-- , 6E 12
Ho¢ 1A=18, S -16
U 22)dt 06CC WIW Mai. Up WLumOTInvease=160, Plate Inuev lW
Unamm LWJS (pm
Vv 1�511, 6b-12
Harz 1A-W E=16
1 P
�1 /p�1p j R85361666
1 630 s L 26202E..l 6 dI1 IV, Ix Thu Nw 1E 1050562026 Page 3
ID V.Bv YgWHs NHysBM-s 7JM .B7OHg3N5gP,L6 3ulT GMD.IJE JCW
roea sa.ewan,=E
MiTek®
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UNIT -16&25 N/III maul Flom Supported Gable
Builders Frslsaaee(Cam ,TX), CamoBon,)( 5006,
t 3 3
pry Ply
jj R8536166]
re I
1 1 Job RHag,ce/p.�11501A5,Ix Thu Nuv141450562➢24 Pagel
Ems 2'..B ...n:KIIKKddLL
ID Vuftd Yg,NIk NHpBMms 7FI sB7OHg3NSgPWL6 3ulT GMN DC ]J4 JC�
® -I M.
6 7 8 9 1.
l m
t5 14 13 12 1t
t1a0
nao
LOAOING (No SPRCING- 2-DO CSI.
OEFL. in
paid) Well W PLAIES GRIP
TCLL 400 Pate Gnp DOL 1c0 TO ON
VOMLL) Na
- Na 999 MT20 244OW
TCDL 250 Lumcer DOL 1 W BC 001
VeMOD Na
- Na 999
SCLIL oo Rep Slugs Ina YES WE 004
HamCT) 000
11 Na n2
BCDL 100 COOe IRC2021/rPl2Di4 Matra-R
WeJgM 54a FT=20%E 11%E
LUMBER-
BRACING -
TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal)
TOP CHORD
ShucN21 woo050eatNl�g Uhectly applltlw680 oc Wrllns,
BOT CHORD 2x4 SO 1650Fi 5E or 2x4SP Not w2WSP SS(8a1)
except end veNfals.
WEBS 2x4SP 1650F 15E M a4SP No 1 or 2W SP SS(8ag
BOTCHORD
Rgld telling dlreNy applied or 1 D Doc Mxing
OTHERS 2x4 SO No SOON
REACIIOBB. All Oeamys11-40
(10)- MaxG2v Altreatllo1N 25010 or ass atjolnt(s)m, i1, 19, 18, 1], 16, 15
14, 13, t2
FORCES. (a) -Max Comp Mlax.Teo-Allfirce5250 (10)orless except when sbmm_
NOTES-
1) A8 plates are 15,3 MT20 unless othaese Indicated
2) BOI, requires continuous IwBan Craig beamg_
3) Truss to cedulysneaN fromoneraceorsecurerybmce agaastlateralmovemmd(Le.dogonalveo).
4) GaMe h ds spacce at 1-0 .
5) Recommend 2x5 strom]Lrecks, on edge, sp rcN at 10-0 0 oc and hastened to each tmss
anth 3 load (0131"X
W) raft
Strongbacks to tie attacRV to walls at Mar order ends w restrained by order means
�I
:R
...........................:....
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
,wa v�.s,.1mena4n��TesR.res nl�Lnnennnexnerena-e.l-Iruat�,a..Rnense.
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UNIT -16825 N/III KKvdd2 Flom Suppurle! G.N.
BuildersFlrslsax..(C.uu ,Tx), CamAd ,Tx- 5006,
4
18 P 16
pry 630s Ply
R85361668
1 1 2024 MR Job Hao, /p.�11idV Ix Tbu Nav 141450562➢24 P.g.1
26
IB:Vu&nd•TYgNIk%c6NNysBXBsnRTFiC'MSBTOHg3N59PgnL6W3uITXbGKW�BaIJ4zJ0.Ct'JAf
r1
5®n =1201
Lfi=
8 T 8 9 10
21
11 14 13 12 11
awe=
1z-2A
a
Plate offsets art— 11:Edce GATT rz¢Edce o-1-81 1210-1� 014fl
LOUNGING (ps1)
SPACI
TCLL
400
P6teG
TOOL
250
Lumber
BCLL
00
Rep
OCOL
100
Came I
NG- 2 SR CSI. GEFL. n doc) Mood! Oil PLAM. GRIP
np DOL 1 DO 008 Ved(LL) Na - Na 999 W20 2"190
OOL 1 DO 0 02 ved(CT) Na - the 999
tru Ina YES WE 004 HGT(CT) 000 11 Na No
R=VJP12014 Matrk-R Weight 50I1, FT=20%F, 11%E
LIUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 wzWSPSS(flA) TOP CHORD Shuclural wood sheathing doaUN applied w6-0-0 oc purllns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Not or zW SP SS(fla) except and veNcals.
WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(fla)'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc ancTg
11-21: 2W SP NO3Ual)
OTHERS 2x4 SP No 3(fle)
REAL BONS. All bearings 12-24;
old) - M.G. A i ere ,on5250 W., ks ar)olnt(s) 20,11,19,18, 17.16, 15,14,13,12
FORCES. pp) -Max Comp. Wax. Teo- Allfiin[es 250 Um 0r F s except v.Ten shown
NOTES-
1) All Ida es are 15x3 MT20 unless o0reoxse Intel cl
2) Game requires contlnwus notion chord learn]_
a)Truss r0 de NM sh
eathed from one race or omurely braced against Urecal movement (Idia e. gonal W Id).
E) Gablesods spaced at t-TD.
5) Recommend 2x6 "Aacd om, on edge, spaced a11" 0 oc does fastened to each ss won 3-told (0as 131' X W) M
StrolgbarMobe a11acRV 0 walls al NeO othere wrestrained by Nrermea�
6) CAUTION, Do not em t Wss backwmds. _
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
,w4 � vem�4np�p.�metrna�4n��Tesn.,res�an���nGnnnexnaene.eeP.�e.,.,,re.,R�,a�Rnense MiTek®
ny traog
,cnww a',yye„s A.
ouany tiwna..nn. u
are acsl aulNmp comvoneN serery laonmfion �pue rmmve snoM�elauMog component pamu 9ueance rega ache �� msGamy1s Tss35]llunewsmn �Om+r' eomm�enaom)
LIUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 wzWSPSS(flA) TOP CHORD Shuclural wood sheathing doaUN applied w6-0-0 oc purllns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Not or zW SP SS(fla) except and veNcals.
WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(fla)'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc ancTg
11-21: 2W SP NO3Ual)
OTHERS 2x4 SP No 3(fle)
REAL BONS. All bearings 12-24;
old) - M.G. A i ere ,on5250 W., ks ar)olnt(s) 20,11,19,18, 17.16, 15,14,13,12
FORCES. pp) -Max Comp. Wax. Teo- Allfiin[es 250 Um 0r F s except v.Ten shown
NOTES-
1) All Ida es are 15x3 MT20 unless o0reoxse Intel cl
2) Game requires contlnwus notion chord learn]_
a)Truss r0 de NM sh
eathed from one race or omurely braced against Urecal movement (Idia e. gonal W Id).
E) Gablesods spaced at t-TD.
5) Recommend 2x6 "Aacd om, on edge, spaced a11" 0 oc does fastened to each ss won 3-told (0as 131' X W) M
StrolgbarMobe a11acRV 0 walls al NeO othere wrestrained by Nrermea�
6) CAUTION, Do not em t Wss backwmds. _
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
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are acsl aulNmp comvoneN serery laonmfion �pue rmmve snoM�elauMog component pamu 9ueance rega ache �� msGamy1s Tss35]llunewsmn �Om+r' eomm�enaom)
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
,w4 � vem�4np�p.�metrna�4n��Tesn.,res�an���nGnnnexnaene.eeP.�e.,.,,re.,R�,a�Rnense MiTek®
ny traog
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ouany tiwna..nn. u
are acsl aulNmp comvoneN serery laonmfion �pue rmmve snoM�elauMog component pamu 9ueance rega ache �� msGamy1s Tss35]llunewsmn �Om+r' eomm�enaom)
Jab
ITn«
Type
Dry Ply
R85361669
UNIT -16&25
Gem
�Tvss
Flom Supported Gad.
1 1
Builders FrslSance (Carta N/m
,TX), Carto6bq TX-5006,
Job Reference/pgpnalj Ix Thu Nw 1414505] 2➢24 Page 1
63N 22 MR
IDVu&n�GYgWHs%c6NNysBXU-M]FIC'MSBTOHg3N3gPgnL6W3uITXbGKNSCUdIJ4zJC']f
LL1$
11Sa II
z 1 5X3 II
a 1. II 4 sxa II
s®tr=rlaz
9
sxa= un II
16K1
II 1c4 11
43T
41.
PMIe Ofhe6 lX YI-
5 Food0.1 To 190.1A0.1-81
LOADING (psi)
SPACIRG- 2-0O
C51.
GEFL. In
"a) led "d
PLAIES
GRIP
TCLL 400
P6te Grip DOL 1 W
TO 0 Do
VeRILL) Na
- Na 999
MIT20
2"190
TOOL 250
LumMr DOL 1 W
BC 002
Ved(CT) Na
- nod 999
POLL
Rp S Ina YEeorie
HgT(CT) 000
5 Na Na
BCDL 100
IR=VTP120145
Ma R�
Weird : 23 to
FT-2 E11%E
LUMBER-
BRACING -
TOP CHORD 2z4 SP 165OF 15E or a4 SP No 1 or 2W SP SSUSU
TOP CHORD
starring U1rec11y applied w�-0oc
Shuctu21w dsteaN4
p pins,
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SSUSS
except end veNals.
WEBS 2x4 SP 1650F L5E or 2W SP No 1 or 2W SP SS(flal)'Exr¢pP
BOTCHORD
Rigid ceiling directly applied w 1 DO-0 cc anciM
8, a4 SP No 3dddD
OTHERS 2x4 SP No 3dido
REAL BONS. All bearings T3 0.
(to)- M.G. Allredmdxe250 dav,sat)olnt(s)05,Z6
FORCES. do) - Max Compp Mlax.Ten .- All forces 250 So or l s except Anen sbmm_
NOTES-
1) Gable repulres continuous bMlom UmN be..,
2) Truss W be Nny sbeaNeJ tmm one lace or searery bared dgvnst Meml movemem p
e_ augonol w g
3) Gnbk sNd; spaced of 14o oc
4) Recommen02xG shmgbzcks, on Mge, spse0 al 1" 0 oc and fastened to conch buss won 3-100 to 131"X
3") na05
Sddahac s to be a0aclred to Anils al their older ends ce dest2lned by other meads.
5) CAUTION, Do not ered Wss backwddi .
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
d ny p.�metrma4n��Tesn. res nanen.nE.nerene.eeP. dlrRneuse.
Mill
ny traog
9ueance rega ti�
ce',yye„s M
u
ww JGI ouaimsN
ryen tle� amtiwnalmm'ePtrnunl
anndCSIB,,R,g ComponeMSoohlmoo,odm m�m¢tle fiomM snoM�elduMog component pamu �Ore+e' eomm�enaom)
y1s Tss35]llunewsmn
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 18, 2024
Grapevine Brownstones, LLC
15441 Knoll Trail Drive Suite 150
Dallas, TX 75248
Re: 250 East Dallas Road (Building 5) / Grapevine, TX
Lot Block
Plan Building 5
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
City of Grapevine
#SYSTEMHAUSE Residential Energy Compliance Path
'u101N45O`""; B01DING TEXAS Energy Code Requirements of the 2021 IECC (IRC) as amended �mnn�sa A
Submit with application for either p'mmn
0 A building permit OR ❑ A Certificate of Occupancy
Project Address: 250 E. Dallas Rd., BUD. 5, Unit 16 (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 RAVI
❑ 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 VgG1RE3NET/ICC301, as it existed onlanuary 1, 2021.
o Includes compliance with the Mandatoryrequoureenis of 20181ECCSec[ron R406.2.
o Includes compliance with Building thermal envelope provision of X181ECCR40212 or20181ECCR402.1.4.
Attach appropriate site -specific design compliance report and inspection checklist.
Name and version of the compliance software (if selecting Option 2 through s): IC3 current
I certifythat I have verified insulation materials and R-values; fenestration U-factors and SHGC values; area -weighted
average U-factor and SHGC calculations; mechanical system design criteria; mechanical and service water heating
system and equipment types, mechanical ventilation, sizes and efficiencies; equipment and system controls; duct
sealing, duct and piping insulation and location; air sealing details; and that the project as designed satisfies the
minimum requirements for the compliance approach selected above.
19A E
Agency and Certification Number: SySternhaUSe - ICC 860592
Signature of Responsible Party:
Printed Name and Title of Responsible Party: 1/1/IIIIffi0 S. "Stall" Folsom, LEED AP BUNLANG
ME�oRPueLcp�INAV
Prepared June 2022, by the Energy and Green Advisory Board of the Regional Codes Coordinating Committee, a cammmee of
the North CentaI Texas Council of Governments (NCTC0% humsWayww. nctcoe.ondenvidreeional-buildine-
rcolodamendments. RECEIVED: t2192024
24104436 "Grapevine Brownstones'
250 E DAUM ROAD BLDG 5, UNIT t I I
TON?IHOME CONSTRUCTION
Single Family House Energy Report
Project Details
Project Name: Cadence_Grapevine Brow
Builder Name:
Cadence Homes
Builder Phone:
214-341-0058
Builder Email:
stan@systemhause.com
Address:
BLD.5, Unit 16
City:
GRAPEVINE
County:
TARRANT
Zip:
76051
Certificate #:
1341998
Date Issued:
11/8/2024
Notes: <<<Phase 2 »>
William S. Folsom, LEED AP
ICC 5211469-7
Emissions Reduction
NOx: 3 lbs.
Sox: 6 lbs.
CO2: 5,196 lbs.
25%
Above Code
This single family residential project was found to be In compliance with the
performance measures described in the 2021 IECC with R408.2.3 Reduced energy
use in service water -heating option (DHW UEF greater than or equal to 0.81) as
calculated by the Energy Systems Laboratory, a division of the Texas A&M
Engineering Experiment Station using IC3 version 4.6.1
ENERGY SYSTEMS LABORATORY
OF TEXAS A&M ENGINEERING EXPERIMENT STATION
The values produced aregenerated by the DOE-2 building energy analysis program. These values do not constitute a
guarantee of actual energy usage by ESL or TEES.
IC3 performs the hourly annual energy csculatlon N accordance with the International Energy Canservallon Code
Section R405, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of the heating/
cooling system.
Authorized Signature:
�k
1��:: <9�ouro"cas Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence —Grapevine Brownstor Pagel of3
General
Numberof Bedrooms: 3
Wall Cavity Insulation: R. 23
Wall Continuous Insulation: R. 0
Orientation: South
Windows
SHGC: 0.25
U-Factor. 0.35
Roof
Cladding Type: Composite Shingle
Radiant Barrier: Yes
Sealed Attic: No
Rooflnsulation: R-38
Attic Area: 1057sq. ft.
Cathedral Ceiling Area:0 sq. ft.
Flat Roof Area: 0 sq. ft.
Wal I Area Neat to Attic: 0 sq. R.
Foundation
Foundatlon Type: Slab on Grade
Foundation Insulation: R- 0
A/C
SEER: 16
Tonnage: 5
Project Information
Structural
Floor 1
Exterior Finish: Brick
Floor Area: 469sq. R.
Stud Type: 2x 6
Floor Wall Height: 10 ft.
Stud Spacing: 16 in.
Front Side Length: 22 ft
Right Side Length: 23ft
Mechanical
Front Side Window Area: 39 sq. ft.
Right Side Window Area: 0 sq. R.
Front Side Shading: 0ln
Right Side Shading: 0in
Blower Door Test: 3 @ACH50
Back Side Length: 22 ft
Lek Side Length: 23k
Ventilation Type: Supply Only
Back Side Window Area:O sq. R.
Left Side Window Ares: gsq. R.
Ventilation Rate: 80 CFM
Back Side Shading: Oln
Lek Side Shading: 0in
Ventilation Operation: 24 his.
Floor 2
Fan Power: 21 Watts
Floor Area: 1057 sq. ft.
Area over Unconditioned: 588 sq. R.
Fraction Outside: 0.9
Floor Wall Height: 12 ft.
Duct Tightness Test: 103 @CFM25
Front Side Length: 22 ft
Right Side Length: 42ft
Supply Duct Insulation: R-6
Front Side Window Area: 57 sq. ft.
Right Side Window Area: 0 sq. R.
Return Duct Insulation: R-6
Front Side Shading: 0 In
Right Side Shading: 0 In
Back Side Length: 22 ft
Left Side Length: 47ft
Back Side Window Area: 90 sq. ft.
Left Side Window Area: 0 sq. R.
Heating
Back Side Shading: 0 In
Left Side Shading: 0 In
Heating Type: Natural Gas
Floor 3
Heating Efficiency: 0.8 AFUE
Floor Area: 1045 sq. ft.
Area over Unconditioned: 0 sq. ft.
Floorwall Height: 1 oft.
Water Heater
Front Side Length: 22 ft
Right Side Length: 47ft
Water Heater Type: Natural Gas
Front Side Window Area: 60 sq. ft.
Right Side Window Area: 0 sq. ft.
Energy Factor: 0.81
Front Side Shading: 0 In
Right Side Shading: 0 In
Size: WA
Back Side Length:22 ft
Left Side Length: 47ft
Burner Capacity: WA
Back Side Window Area: 58 sq. ft.
Left Side Window Area: 0 sq. ft.
Back Side Shading: 0 in
Left Side Shad Ing: 0 In
Ma
.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 2 of
Estimated Annual Energy Usage
Proposed Peak Electric Demand:
Proposed Total Area Lights:
Energy Usage Category
Pumps and Miscellaneous
Ventilation Fans
Mechanical Ventilation
Space Cooling
Space Heating
Domestic Hot Water
Site Energy
3.3 kW
1,055 kWh
Proposed Design
Standard Reference
Gas (therms) Electric (kWh)
Gas (therms)
Electric (kWh)
0
88
0
88
0
1,009
0
1,264
0
185
0
173
0
2,784
0
3,341
258
0
423
0
97
0
97
0
360
4,065
520
4,866
Conversion factors:
Site to source factor. 3.16 for electric or 1.1 for natural gas (SCC 2015 R405.3)
Unit:1 MMBtu =10 therms or 1 MMBtu= 293.1 kWh
Mm...
.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 3 of
MOITeko
RE: UNIT-16 & 25
MiTek, Inc.
400 Sunrise Ave , Suite 270
Roseville, CA 95661
Site Information:
916.755.3571
Customer: Project Name: UNIT-16
& 25
Lot/Block:
Model:
Address:
Subdivision:
City:
State:
General Truss Engineering Criteria
& Design Loads (Individual Truss Design Drawings
Show Special
Loading Conditions):
Design Code: IRC2021/TPI2014
Design Program: MiTek 20/208.6
Wind Code: ASCE 7-16
Wind Speed: 115 mph
Roof Load: 135.0 psf
Floor Load: 75.0 psf
This package includes 45 individual,
dated Truss Design Drawings and 0 Additional Drawings.
No. Seal#
Truss Name
Date
No.
Seal#
Truss Name
Date
1 R85361625
A01
11/15/2024
21
R85361645
F01
11/15/2024
2 R85361626
A02
11/15/2024
22
R85361646
F02
11/15/2024
3 R85361627
A03
11/15/2024
23
R85361647
F02A
11/15/2024
4 R85361628
A04
11/15/2024
24
R85361648
F03
11/15/2024
5 R85361629
A05
11/15/2024
25
R85361649
F04
11/15/2024
6 R85361630
AOSA
11/15/2024
26
R85361650
F05
11/15/2024
7 R85361631
A06
11/15/2024
27
R85361651
F06
11/15/2024
8 R85361632
A07
11/15/2024
28
R85361652
F07
11/15/2024
9 R85361633
B01
11/15/2024
29
R85361653
FOB
11/15/2024
10 R85361634
B02
11/15/2024
30
R85361654
F09
11/15/2024
11 R85361635
BXO1
11/15/2024
31
R85361655
F10
11/15/2024
12 R85361636
BX03
11/15/2024
32
R85361656
F11
11/15/2024
13 R85361637
BX04
11/15/2024
33
R85361657
F12
11/15/2024
14 R85361638
BX04B
11/15/2024
34
R85361658
F13
11/15/2024
15 R85361639
BX05
11/15/2024
35
R85361659
F14
11/15/2024
16 R85361640
BX06
11/15/2024
36
R85361660
F15
11/15/2024
17 R85361641
C01
11/15/2024
37
R85361661
F16
11/15/2024
18 R85361642
CO2
11/15/2024
38
R85361662
F17
11/15/2024
19 R85361643
D01
11/15/2024
39
R85361663
F18
11/15/2024
20 R85361644
D02
11/15/2024
40
R85361664
FF01
11/15/2024
The truss drawing(s) referenced above have been prepared by
Nhlbek USA, too under my duet supervision
based on the parameters provided by Builders FustSouroe (Carrultlon,T)Q.
Truss Design Engineers Name: Hernandez, Marcos
My license renewal date for the state of Texas is December 31, 2024.
Texas COA: F-12513
IMPORTANT NOTE: The seal on these moss component designs is a codification
Nat the engineer named is licensed in Me jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1 These designs are based upon parameters
shown (e g., loads, suppers,, dimensions, shapes and design codes), which wem
green to MTek. Any pic ect specific information included is for MTek
customers file reference purpose only, and was net taken into account in the prepamhon of
these designs MTek has net independently verged Me applicability of the design
pammeters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and propedy incorporate these designs
into the overall building resign per ANSI/TPI 1, Chapter 2_
COR F-12513
November 15, 2024
1 of 2 Hernandez, Marcos
MOITeko
RE: UNIT-16&25-
Site Information
Project Customer:
Project Name: UNIT-16 & 25
Lot/Block:
Address:
City, County:
No. Seal#
Truss Name
Date
41 R85361665
FF02
11/152024
42 R85361666
FF03
11/152024
43 R85361667
KW01
11/15/2024
44 R85361668
KW02
11/15P2024
45 R85361669
KW03
11/152024
2 of
Subdivision:
State:
MTek, Inc.
400 Sunnse Ave , Suite 270
Roseville, CA 95661
916.755.3571
Jab A., �Tvss TYW
UNIT -16825 A01 ROOF SPECIAL SUPPORT
BUllaers HeAS xee(Csm ,T.), cxmoBon, Tx - d,
'aa 11
2 'F=
I 1PN J
IUf 56�� )) R85361625
Job ReferencGlgg)s0i�, Ix Thu Nw 141450362➢24 Page 1 630s 26ID24MReeiifisB
IOVUBmmGYgWHs%c6NNys8XBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJC'Jf
66U
66U
as II
s a
6 T b
5
a4 II Rd II Axe=
ua II
I
PMIe OtiieofXYl- 603T03-ol
LOADING (psi)
SPACING- 2-0
C81.
Be- In dcC) Died t/0
PLATES GRIP
TCLL 1000
PUte Grip DOL 1W
TO023
VCbLL) Na - Na 999
MT20 2"BW
TORT 250
Lumber DOL 1 W
BC 020
VCF(CT) Na - nor, 999
BCLL 00'
Rep Stru Ina NO
WE 090
Ha(CT) -0.W 6 Na Na
BCDL 100
Care IRC2021RP12014
Maim-P
Weight 311b FT=20%
LUMBER- BRACING -
TOP CHORD zxa SP 165OF 15E or2x4 SP No 1 wzW SP SS TOP CHORD Binomial wwtl sheaddng Ulreclly
applies a 5814 oC Wrilns,
BOTCHORD zxa SP 1650F 15E or 2x4 SP Na1 aw SPSS Cxcept eM veNmis.
WEBS 2x4SP No3 BOTCHORD Rigid ceiling Olrmay applied
or 5oc ending_
OTHERS 2x4 SP No 3
REACTIONS. All bearings""
(Ib)- Max Ho¢ 8=71(LC 29)
Max UpIM AIIupI1ft100lborlessa tint(s)8,5e ep16=-1630(LC30),T=1663(LC27)
Max G2v Aire ioW2501babss MlolM(s)8,5e pt6=1742(LC31),T=18W(LC34)
FORCES. 00-Max. Comp elm Ten -All forces 250 du or CIE except when added
TOP CHORD 1-2---680R04, 2�1IBV11T9, 3--59M580
HOT CHORD 7�767UM 6-T=136T/13(4T 56=59NMO
b WEBS 3519 4,2-T=182WT7622L. 24562526
NOTES
l) W d ASCE 7-16, VuI=115mph D, scandal gust) S VasOimph. TCOL=6 Opst, BCDL �=6 0psf, hft. B-MIL L=MIR Cav�2ft Cat
ll; Exp C; Enclosed. MWFRS gineclunag add CC Calrel(J) zone, Cantilever left and right ex(wsed. end vertical left add MM
More DOL=1 60
IsdW V,C-0formem0. add Was 8MWTRSfissonly
For MW;eu s towd(wAD
uadsm altrip
wud (romlal to Ne race), see SYaMam lndusby
ForslWrasFer ),s
27 Truss aus
oe Ne M1r!
Gable End D as or buMm. ANS
as app11a
nmle guaried buR]ug designer as pu ANSIrtPI 1.
mme
3) PmvNe Meguale021rege prua ut r pricing
Wordcadn""Frm,
a) Gabled beres wnbnwusbmume Wee ceaccru
5) Toes to be Wily one Fece or securely braced against Nte2l movemem Pe diagonal webi.
SF.OFT.
6) 2TF0c"For
m2maJfo
a• p. -1
L!It
9S
•.•''•,.•I
Tuna CrsMRben psfboftom nyollcerlrvebads.
T)TMS loadnonCnn
j G,IS+
truesI dendesgned braind inaflamasth
bMor200psroniM W[um Uatl In a8 areas v.Terea reCGngle3b01all by 2-OO vnde
8)'Tbl T200p o
beeollnum id
/ A
MM,mlas
wleMbetween We M(Wmcnord aM anrmcer memcem_
a.a
9) Pmvue memankal tonne on (by mN s) orbuss W Ma pbte Capable mvnMb Wmg ioo Ib up10I atpmME) B 5 except (Vim
/...............................I
6=1630,T=16W
/MARCOS A. HERNANDEZ
10) This wss has been desgnes for aRoal deg bad or 300 pft Lumber DOL=B 3N Poo, gdp DDL-D 33) Connect Was to resist
/••••••• ........................•
drag leads along remain, Chem Man ALTO W 6-1-0 for 3000 M
1% 113878 .—.
COR F-12513
November 15,2024
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UNIT -16825 N/III Am02
ers Haace GuidrslS(Cana ,TX),
12xa It
5a.s
T Type
"
PN
R85361626
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3JI^
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as =
LOAOING (ps1)
SPACING- 2-DO
Can.
OEFL. In
pbc) Well W
PLATES
GRIP
TCLL 10D.0
P6te Gip DOL 1c0
TC
042
Vedi T07
4-5 >993 480
MT20
2441190
TCDL 250
wmcer DOL 1 W
BC
035
Verdi -014
45 >SD] 240
BILL 00
Rep Strgs Ina YES
WE
D28
Hiai 0of
4 n2 n1a
BCDL 100
Code IRC202VFP12o14
Matrx-
WinNLL) 0.00
5 -- 240
Weight 34 to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Ea2x4SPNo1w2x4SPS5
TOPCHORD
SrrcN2l waod sheathing directly
applied. except
end verhals
BOT CHORD 2x4 SP
1650E 15E or2x4 SP No1 a 2W SP SS
BOT CHORD
RIgM telling directly applied.
WEBS 2x4 SP No3'ExcepY
15 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31
REACTIONS. (sue) 5=05$ 4=M6Tahicel
Max H. 5=71(LC 9)
Max Uplift 5=5D(LC 814--52(LC 9)
Max G. 5,804(LC 1). 4-8011)
FORCES. Pq- Max CompMa,. Ten -All forces 250 Uld or less except Men shave.
TOP CHORD 15=2821112, 3-0=295/116
BOTCHORD 45-36W6]
WEBS 25 96382,23 889392
NOTES
1) Wind- ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsf, BCDL=6 Opsf, h-�f' OR, BAST, 1=40ft, eavoi Cat
IL Exp C. ErcJoseh, MWFRS (dlreLLonaQ add CC Contain) zone; onablever led and fight exposed . end veNcel left and Mat
ex,ronex -0for memdea and forces 8 MWTRS for reactions shoran, Lumher D01=1 Wprate gdp Di 60
2) Paund, adequate drainage to prevent rater pondeg
3) Ths ands has
s horn designed for a 1D 0 psf hDdom tlroN live load nommncmreat with any other Irve bads_
4) -This truss has teen designed her Ee'md of 20 Opsf on do, Isomer chard in ad areas wM e a rectangle 380 tall by2-Do vide
veil Fd BeMmed the Ndam ctmrd and any other mental
5) Red, to ghder(s) for trues to
truss cnnncxWns.
6) Pronoun,mechanical connection (by Nters) of Bass to tearing plate capable of withstanding tOD It up0a at pmt(s) 5, d
]) Thin doss desgn requires that a minimum of 7116" structural wood sheathing be applied directly to the Top
chord and 12- gypsum
shcehock be aWhed the" to Me hoBom chord
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
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UNIT -16825 A03 ROOF SPECWt GIRDER 1 L Job Ret...
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Builders FirslSaace (Cart ,TX), Carto6bq TX-5006, 630s 262➢24 MRei fidLsOifs lx D. Nw 1414503]2➢24 Pagel
ID:VuBm YgWHSXc6NHpBXOznnR7F WsB7OHg3NSgPWL6 3ulT GMDm7J4 JC]I
1T2 Gbtz 88n 1" 10 12-1. 1.
1b2 xim z-1-15 2-1-15 11-15 z-s]
® =t 253
025 12
.m = zx4 11 3xa = zx4 axs = .4 11
4x5 g 12 2 3 d 5 6 13 ]
1
0 9
1t 4x8= ]xYb= Sv&= 8 111
4x5 —
IT4 2
6b12
10A10
N314
15d-0
b]E
LOADING (psi)
SPACING-2-0U
C51.
OEFL. In (bc) VUefl Ud
PIJVES GRIP
TCLL 1000
P61e Go, DOL 1 W
TC 031
Ven(Ly C S "n >9YJ 480
MT20 24N19J
TCDL 250
Lumber DOL 1 W
BC 048
vmku) -07 3l0 >999 240
BCLL 00
Rep Ske's Ina NO
WE 094
Hoa(CT) 004 8 Na Ina
BCDL Joe
Conde IRCz021RP12014
Matrix -MS
WIM(LL) 003 10 >999 240
Weight 2081b FT=20%
LUMBER- BRACING-
TOPCHORD 2,6 SP 2400F 2 BE or2n65P DSS m 2x6 SP M 31 TOP CHORD Structuralwwtl sheathing directly
applied w 55 ocp pins,
BOTCHORD 2x6SP2400F20E or 2x6SPDSSOr2x6SPM31 except ear veturals.
WEBS 2x4 SP No 3'Exr¢pt' BOTCHORD Rigid ceiling directly applied or
To cc anciM
1-11 2x6 SP 2400F 2 BE or 2x5 SP DSS m2x6 SP M 31
REACTIONS. (size) 11=0.58, 8=D68
Max Horz 11=]5(LC 5)
Max Uplfl 11=267(LC 4), 8=z45(LC 5)
Wax G2v 11=43]4(Lc 1), E=414o(LC B
FORCES. (Ib)-Max. CompRAax Ten-Allfirres250platokssexceptwhenshowrt
TOP CHORD 1-11=671/56, Y-2-493139, 2-3=10515r561, 3-0=105ha1663, 45�993/430,
5f>=.6989/432 ]�113/51
BOT CHORD 10.11=52lD289.910=4095165, B-9=294M362
WEBS 2-11=]66]/518,2-10=-2VaE635&10�01/1354-00-1ISM 71Y, 4 9=2]85/20],
5 39/59, 69=19913423, 6d=5409349
NOTES-
1) 2-pty ass to Be connected! together vMh 10d in 131 NY) nails as Mlows
Trip clwNs connected as full ows M - 2 rays staggered at 0-TOoc, 2x4-1 lox ato9a m
Bottom chains connected as rations, 2x6-2lows Ma,mmid at 030 oc
Webs connected as!allows: 2x4 -1 low at G-9C cc.
z)M kids are considered eguallyapplledtoallplle., pldmtedas Ronl(F)orbx (B)Ma in Ore LOADCASE(S)se n Pith,
pN connections have man to to distribute only loads noted as (F) or (B), umess o0 emse ndlcateIr
S� OF TF \l1
3) Wind ASCE 7-16, Vutt=115mph (3-second gust) VasdSYmph; TCOL=6 OpsE, BCDL=6 Opsf, b�0fl; B-0Sfl, L=MIR eav,SB, Cat
.• p.
4Sl
IL Exp G EaJoseq MWFRSmunclanak, canMeverled and nghtexposed . end vertical eR add near exposed; Lumber DOL=1 So
plate gas DOL=1 SO
�•.
/
/A
4) Pmvindeadeguate drahege to prevent vela pcandng
as a00p ti e load lrvebands.
............................
6)Th6 truss itottomdroN
truss has oeIn deslgxdnra the eadaha0ces the botmm toad In allareas wnerearecrangn3ab tae by z4ld wide
s)' has bendeseignedfr thehinnoanavrtenlwMany youshe
;.MA DZ
/MARCOS A. HER.....
a memcers_
wRhtbetweenthelMlomchon add anyn
••••p••••••••••••••••••••••p••••
of
T)11Phonate7 memanical conneLlon (by Nners7 of pass m lieanng pate capable mvn0islaMing too lb uplm at pinks) except flt=pl
8-245
1 11 38 78
fi"1°9O,r;.
<iCENSE�:
8)Burga(s)o otherconnesion devne(s) shall he manned sutticdatosuppod concenbatal banks) 1000 In down snit 5l lb up al
1,�SS�QNALG\�
36q am i 0001b down and 51 In up al 13 HT on top ctmN,and 2475 lb down and 2o3 n up at 6-412 on bo0om audit The
desgn/saecbonorsuchmm tnndevlre(s)Bnerespansiblli( aothes
LOAD CASE(S) Standard
COR F-12513
November 15,2024
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UNIT -16&25 R03 ROOF S"F ML GIROFR
SuMW Firms—(Cauu ,Tx), cxrtoBlon. Tx - s086,
LOFO CAM(5) S n0a,U
1) Dea . Rm1 Llve (0 Wnu ) LumOel ln[rease=100, Plate Ina as l DO
Ung mLoMs(p0)
Vert 1- 50,8-11=-20
Co¢ nMa Loaas poj
Vert 10=2E75(F)12=1Oo013=1000
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,TX,
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29-0
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2d8 2AU
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-4 II ss - 3xa II
1
9 IVI
5x8 - 8
5>5 =
1
1..
114T
18
4110
S2-8
LOAGING (psi)
SPACING- 2-DO
C51.
OEFL. In
(bc) Met Ud
PEAIES
GRIP
TCLL 100-0
Plate Gip DOL iC0
TO
043
Ved(LL) -016
310 >999 480
MT20
244/190
TCDL 250
Letter DOL 1 W
BC
079
VeMCR -021
310 >839 240
BCLL 00
Rep Strgs Ina YES
WE
OW
Hoo(CT) 007
8 Na nh
BCDL 100
Code IRC20217F,21314
Matti
WIM(LL) 005
S10 >999 240
Werght 81 lb
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Ea2x4SPNo1aWSPS8
TOPCHORD
Shu[Nml wood sheathing directly
applied. except
end yerhals
BOT CHORD 2x4 SP
1650E 15E or2x4 SP No 1 a 2W SP SS
BOT CHORD
Mind ceiling directly applied.
WEBS 2x4 SP No3'ExcepY
1-11 2x6 SP 2400F 2 0E or2a5 SP DSS or 2x6 SP M 31
BeACIIONS. pae) 11=058,8-0 8
Max Horz 11=81BO9)
Max Uplid 11=1vdLC R, B=-109(LC 9)
G Max 2v 11=2019(LC 1). 8=2019(LC 1)
FORCES. (M) - Max mpMax Co.bF s . Teo- All 250 Md orexcept xTovm en sb_
TOP CHORD 1-11�35AEI 2�3139/8CQ 3d=3738810, 45=-357Y]79, 56=$S@R83,
]�088]
BOT CHORD 1011�431, 9 to- 96114051,&9- 112249
WEBS 211=282&'6502-10=$1]11601,&10�9911]3,41 D—D 113$4-Y-62311 85,
5-9-5&Vm %7,6-9-940fl6re 6-E=2738645
NOTES-
1) So it ASCE 7-16, W8=115mpb (3seccnd gist) VasdSimph, TCO1=6 Opsf, BCDL=6 � Opsf. h0tl; B-45fl, L=408; eaW,5ft, Cat
IL Exp C,Enclosed, MWFRS(dlreari ant CC Caner(3)Ase, onbleyer left and right exposer, end We Left ant right
exposed;CL Mr members ant faces 8 MWFRS fir reactions sbgyn, Lumber DO1=1 SO plate grip DOL=f 60
2) Truant, adequate Manage To prevent rater ponddy.
3) Thes Nor designed for a 110 pef Wftom clan,! rive load norawncurteht with arry Ober live bads_
truss has
4)- The Wss has been designed for a We land of 20 Opsf on the read clad in a0 areas wMre a rttUngle T60 to®by 2-OO vide
\`l
wfl, belw,en me honour rnom ant am other meanders
OF
TF¢911
5) Pmyge mechanical connection (by Was) of boss to llearilg plate capablecdVntbstaMmg MD IN uplm atpnnt(s) except (t=b)
tptE •
6) The Buss design nMmum be direct, to Me top 10'
realitiesNm od sheathing cN and um
at a af]/ib" strucbmmodapplied gyps ecly
�
shcehock he applied dy" to Me Whom chord
f A
; ....:......................;....
;MARCOS A. HERNANDEZ
1...•. 113878 i...
COR F-12513
November 15,2024
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ID:VuBmd ygmHs NHysBMmnR]FI .B]OHg3NSgP,L8w3ulT GMW DaOJ4 JC21
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sale-124
o2fi FIT
as= 2x4 II &4= nor II On = 2. II
2m ll 2 3 4 s 6 ]
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✓11 Sol = 5v8 - sr8
so-n
so-n
LOADING (ps1) SPACING- 2-DO C51.
TCLL 100.0 P61e Gnp DOL 1 DO TO
"I
TCDL 2s0 wmcer DOL 1 W BC 074
BCLL 00' Rep Str,a Ina YES WE 0]6
BCDL 100 Code IRC2021rtP12014 Mafia AS
LUMBER-
TOPCHORD 2x4 SP 1650F t5E or 2x4 SP No 1 a 2w1 SP SS
BOTCHORD 2x4SP 1650F t5E or 2x4 SP No 1 w WSP SS
WEBS 2x4 SP No.3'Excepr
1-11 2x6 SP 240OF 2 BE or 2xS SP LISS or 2x6 SP M 31
rOca
ex
141(O
S 11
GEFL.
to
(bc)
Web
HC
PLA7
GRIP
Ved(LL)
C 4
3t0
>993
4W
MT20
24V190
Vat(CT)0
t9
310
>9m
24a
MUCACT)
006
8
Nor
no
WMNLL)
004
S10
>999
240
WmgM 79 to
FT-2
BRACING-
TOPCHORD Structural wood snealnng directly applied. except end verticals
OOTCHORO Rlgld ceiling directly applied.
BeACIIONi (sine) 11=058, &McrOannal
Max Roo, 11=81B09)
Max Up118 11=103(LC B), S- lD6(LC 9)
Max G. 11=195MLC 1).8=1958(LC 1)
FORCES. (Ib)-Max Comp.Mlax. Teo- All fires 250(N) or less except xTen sboWo
TOP CHORD 1-11=325M, 23 51STM, 3d=3518075, 45=-.3358rr4], 56�36]/r51,
]�299/86
BOT CHORD 1011�11228],9-10=-9 825,&9- 272124
WEBS 2 1 1=268,5635, 2-10=30V1524,&10�169.410-398/128,4-�901179,
5-'—Me /164, 6-9-32W1602, 6-8=2611V625
NOTES-
1) W it ASCE 7-16, Vu8=115mpb (3seccnd gust) VasdSimph, TCO1=6 OpsE, BCDL=6 DpsY. h,30tl; B-4511, L=400; eav,5fl, Cat
IL Exp C. Malosed, MWFRS (dire tionad add CC GAMMES) zrne, oni llever left and ngbt exposed, end veNal ER and add
expcse ,CL nor members add tares 8 MWFRS fir reactions sngm; Lumber DOL=160 plate Me DOL=160
2) RwMe adequate dralrege to prevent rater pondmg.
3) T s truss has ran designed for a 100 psf bo0om mon! live load noncr ncunent with arty odor live odds_
4)- Thls race, bowl designdfor a Eve lead of 200p9 on the Whom chord In a0 areas wlcere a rectangle 3 0ME by 2-Do unite
WN fit between Me Whom clad art add aotter memcers
5) Re er Io glyderts) drwss W buss connections
6) Prwlde mechanical connection (by Editors) of Bass W beamg plate capable of werstaMing 10016 trafft at jolnt(s) except (1t=m)
11=1w,8=1 Be
]) The truss dexcu requites Mat a mdlmum Ed 7PIV'sNshin d wood sheathing be applied M exMt In the top cnod and I2' gypsum
sheekock W applied dirra, to Ode WOom chord
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
MiTek®
Jabmss Noss Type Dry PIy
Bl' q R85361630
DNIT-16825 AOSA JACK-CLOSEB 1 L Job ReterencGlp� )
Builders Fird ce(Carr,TX), Camara, TX-5006, 630s 262➢24MRei R2L 1''s I— R. Nw I 1a So. 2R24 Pagel
ID VuMm YgWHs NHpOM-nR7FI sB7OHg3NSgPWL6 3ulT GMDo7J42JC'21
2 R 5 11 R5 < an a 12-21 L-ID8
2. 2 49 14 a 14 S 249 2E-1
s®I.-1245
02 I 12
3.6= z.411 3.4= 2.4 II 3.4=
2 12 3 5 1 13
10 9
3x10 - 3.1. -
a-11
R,Fa
'
SU-11
4A3
'
LOAGING (pst)
SPACING-
2-DO
Can.
OEFL.
n
god
Poe8
lad
TCLL
100.0
P6te Gip OOL
[c0
TC
036
VEMLL)
C08
310
>999
480
TCDL
250
Lumcer TOIL
1 W
BC
052
Vedi
all
3 a
>999
240
BCLL
00
Rep Stress Ina
NO
WE
0a
Hari
004
8
Na
Ma
BCDL
100
Code IRC20217F,2014
Ma0[t-AS
Windi
Too
S10
>999
240
LUMBER- BRACING
Ron
Rit
5-
PIAms GRIP
MT20 24,VD0
Weight 48011, R=20%
TOPCHORD 2x6 SP240OF 20E 0r2x6SP DSSor2 SPM wood dlcaN 31 TOPCHORD Structural od showhi, directly applied. except end ve
BOT CHORD 2x4 SP 1650E 15E or 2x4 SP No1 w2W SP SS ROT CHORD Iligld ceiling directly applied.
WEBS 2x4 SP No 3'ExcepY
1-11 2x6 SP 2400F 2 0E or2x5 SP DSS or 2x6 SP M 31
REACT ON3. (site) 11=0.58, B=Mcrlmnlral
Max Hox 11=2819)
Max Uplld 11=141(LC B), 8=-061(LC 9)
Max G. 11=2822(LC 1), 8=3011)
FORCES. did -Max Comp.Mlax. Teo- All forces 250(N) or l s except v1di shower
TOP CHORD 1-11-48Y130, 23 908I1078, -0 48951079.4 F 27DW9 5b=427D/ .
7�996239
B(3T CHORD 1O11�B&3532,3to- -115V48B68-YL 841
WEBS 2-11Roldeal2-10=334/1651, 3l D-876itF, TrMl 3. 59�TH122
6-9=-380M816, 6�3414(804
NOTES
1) 2pty days to Ire connected together wM wri (0131`x3') nails as t01bas_
Top chords connectM as folload 2x6-2 rays staggered at 0-30 oc, 2x4-1 raw at 0-ST oc
Bottom on de, connected as Toll. 2x4-1 Buy at 0-TC)
Webs donne ted as tokows 2x4 -1 any at 0-9D od
2) A9 leads a2 conewered equally app&U to all pges, except IT noted as and (F) or back (B) lace In the LOAD CASE(S) seams Ply to
pry domlcotrons have been pmNded to dolubNe only loans noted as (F) or (B), unless agenda, Indicated
3)Wrdl ASCE 2-i6 ViiThmph(3sttmd gust) Vascoldr ,TCDL=60psf, BCDL=60psl,b-�011, B-0511, 1=40ft, eav,5ft. CatTF.\\1
IL Exp C. Endoseh, MWFRS(dlrecL 4add C Comer(3)zonedanRlever led and right ey0sed, end veNcel left and lMht
p. .
...�jaMJ�j
expSm eQC-0farembers and foci MWFR5lormadlonsshoq wLumber DOL= (Anntegdp DOL=160o
4) Provide drainage to
/
adequate prevent rater pondeg
5) This Food hasbeen designed for a l o 0 psi bottom clroN live load nommncunent with any 0urer live bads_
+ 2• //� ��
6)' This tors, has been designed bar a WdWit of 200psl on the botlom chow In au areas wMe a rectangle 3b4 tal by 2-DO vide
/^^t^•••......................
vn®N between the twom chord am am otlrr mendsom
�MARCOS A. HERNANDEZ
]) Refor to protests) forhods to W55 connections.
-1......................p••••,
,�
8) Prwns, mechanical conimandn (by others) of Ross to beamg plate capable of withstanding wD II, upOft Mpint(s) Except (p=U)
9)TNA WssllesgnrequlresNtaminimum N7116"shudumlwoodsheMhingbeapprrewdhedlybNeMpcb
wdl2"gypsum
11\
sheeWdt r, applied drrecny to the bottom chord
SS/ONAI"'G`�
1In Hangem) or other Conneclpn dencets) shad be pmvged sNociat to sup" Concentrated harts) 1oo0 m dawn old 220 lb up at
3-0-0, aMd moo Ib down and ZM IM up at 1341-0m rap chow The cesgmseledlon orsucb m rdecwon dwrce(s) sftre
oxponsbllMorathers.
COF-12513
Loao CASE(S) Standard
November15,202,2024
r ngnned nn nanP2
Ayr G V" 91paialaREAD lnTERONTIMMnl�mwn.nexREFERENCEIvor lead m..,y�3affnReuse.
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UNIT -16825 N/mMSA JFCK-CLOSE.
SuMW FrslS—(Ca ,Tx), Cauo n, Tx- s086,
LOFO CAM(5) S n0a,U
1) Dea . Rml live Lu.O , ln[rea -1 00, Plate Ina .a l CO
Undmm LoMs (pin
Vert 1- 50, 8-11=20
Co¢ nMe Loaas poj
Vert 12 two l�l000
py Ply
q [p�1p j R85361630
1 630 s L 26202E..l 6 dI1;V, Ix Thu Nw 1E 1050392M Page 2
ID V.Bv Y9WHs NHysBM-s 7JM .B7OHg3N59P,L8w3ulT GMD.IJEJCW
roea sa.ewan,se.
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Ory
Ply
R85 61631
UNIT M&25
A06
�TvssType
ROOF SPEChIL SUPPORT
1
1
Builders Hrsl3aace(Carta
,TX),
Carto6bq TX - 5006,
Job Reference/pgpnaljli- Tbu IJ-1411.392➢24 Rode1
630s 262➢24 MR
ID:VuBm YgWHs NHysBM-s 7FI .B7OHg3NS9P,L8w3ulT GMD.IJ4 JC'II
14 1.
141.
® =1245
Bras FiT
M4
2x4 II
2. II
Nor I12_
3 4,a,
5
a.= ] 8 9
18 17 in 15 14 13 a 11 10
2x4 II 2x6 g 6[8 = 2. M = d6 II 6xa = 2. B on =
i4-1.
4168
Plate Ofise,o CKY1 112"T"T11140"O SOI 1TENXT80.3N
LO DING (ps1)
SPACING- 2-0
C51.
OEFL.
In dial VdeB I/d
PLAIES GRIP
TCLL or.
P.M Gip D.L 1 W
TO023
Ved(LL)
in - Na 999
MT20 244/190
TCOL 250
LumMr OOL 1 do
BC 016
Ved(CT)
Na - Nor 999
BOLL 00 '
Rep Stru Ina NO
WE 0 %
Horz(CT) T 01 10 Nor Na
POOL Joe
Code IR=VTP12O14
Mr1 S
Weight 80 to FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 a2WSPSS TOP CHORD
Shualu2wstation, dod stn, director ly applied 6-0-0 pu CC dins,
BOTCHORD 2x4SP 165OF 15E or 2x4 SP NO aw SPSS
except end veNcels.
WEBS 2x4SP o N3'Es"i BOTCHORD
Rigid telling directly applied or 6a 0 oC Mating, Except
1-182x6 SP 2400F 2 BE or 2x5 SP OSS or 2x6 SP M 31
106S oc tracng. 1718.
OTHERS 2x4 SP No.3
REACOONS. All Oeadngs 141"
(to)- Max IT. 10 81(LC 9)
Max Uplift At uplift Had b or less al ands)except 1B=353(LC 22)10=983(LC
30), 11=-99MLC 27),12=1028(LC 30), 13=-1041BO 2]), 14=101MLC 30),
15=-1024(LC2T),l =953(LC30),17- S(LC2p
Max G. All reacllma2WIb.,less joint(s)e p[18=355(LCM),I0 lO5(LC
31), 11=1120(LC 34),12--1139(LC 31),13=115](LC 34),14=fl23(LC 31),
15=1139(LC 34), 16=10Ffi(LC 31), 1]=]33dLC 34)
FORCES. Uhl -Max Comp/MaC.Tert-AIIPore¢250 (Ib)orless except wlren sbmm_
TOPCHORD 211034/10503-0 451/,Va.4=9]4h3]6M6 MV3]8,6-]-86&868
]8=39]1354, 8-Tti`88/555
HOT CHORD 11-1]=820er36, iSi6=498/45q 1415�45/29], 1314�01/3]6, 12-13�9]l8]2
6-153939
82]/3]6,
1&-02 10.
WEBS 511=108]/1101,]-12,496/1B0,6-13=1TVY114Z 514-501/18y,415=-1132/1118,
3-16-�`222052-P-47(od$2-16=-150711553,4-04=152&fl54$6-12=-15050515.
810=1321/1331
\\\�
0F•TFx�
NOTES
FtpSE 11
1)W it ASCE]-i6, Vu8=115al(3Ssxdrd gust)VaMdIRrph,TCOL=60psf,BCDL=60pst,t�Ofl; B-15$. L-MIE eave=2ft, Cat
j G,J.• f �)
IL Exp C.Endlosed, MWFRSMixecllonad mM CC Caner(3)Aae, cantleverled and right exposed, aid wMad left mM Who
expcsajCC(or memCas add forces & MWFRS for reactions strand, Lumber OO1=160 plane grip DO"ED
2) Tress desgned for vied kedsmtlleplalreofthe Wssonly_ For"sex(wsedtomnd(l alto8re Xsee StaWaMindus8y
/••••2•••••••......•••••••••2••••
Gagne End Defads as apprable, or consuflqualified wlamg designer as Per ANSVTP11_
/MARCOS A. HERNANDEZ
3)Pmvlde adequate d"Mage no pmvent y2Rr priding
••••p••••••......••••••.... •••
�l
4)cable acquires mhtinaous around mom hearing _
5) Tres lace fury sMatbed fiom one face or sealrery braced against Ideal moarrerd(e-da,halx td
113878
y�o: •yji
s) Gable 2o-B
A ;</CENSEL+\1�f
studs spaced of to
1 G;
11d
]) The buss Inds ceen designed! for G for a 100W Whom c1wie load nonconcurat with any order lose Ranks
SS/OriAl'�'
E7• This Buss has teen designed for a We bad of 20 Dog on then m chord In all areas where a rttflngle 3 tall by 2-0S vide
wN M refined Me Ielmm chord add a, ottcer, membms_
9) Private Mechanical conaechon(by oh"RU of Bass To team,plate Capable of withstanding 353 toupift atpot 18, 982M upYfl at
COR F-12513
)omt T), 998 to armal pant fl1 [O281b upr8 of }tch 1$1041 to upift a joint 13, 1010 to uplift at pant 14, 1024 to upr8 at joint 15,
953 N uplift at ant 16 and 638 toupffi a joint P
November 15,2024
AwRMMSV" 191ism—RmantREAR Nmasna,resANDWadO.nexREFERENCEPAGE .,.,,m1.,RMd3affnRedse.
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m%vmn> wined 9ueance rega title ��
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ouaidyen amtiwnal-ER'noian)
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.,a155I'llmxlY.E—
Jab ITn« �Tvss Type Ory Ply
tl/T R85361631
UNIT -16&25 M6 ROOFSPECLALSUPPORT 1 1
( ) Job Reterenre/yMpnalj
Builders FirslSaace Carta Cart00bq TX-5006, 630s 262➢2E MR Ix ThU Nw1E1050392➢26 Pa 2
ID Vu&n YgWHs NHpOMmnRIJi sB7OHg3NSgPWL6 3ulT GMDoIJO JCJI
NOTES
10) This imss l as Lcen ctestgoect fora tNal tlmg IoW of 300 p0 WmL oOL=(133) P6@ gnp OOLji 33) Corneal Wss to rests[ Ogg tracts along Lollom eOON firm 0.OU
to 141"for 3000 plf
roea sa.ewan,se.
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UNIT -16A 25 N/III AmO] Ja kClnutl
Bathers Firslsaaee(Canu ,Tx), Caromm Tx- 5006,
1,I 2
1112
1 .=
City
P
R85361632
1
1
j
Job Reference/p.�Is0iA5, Ix Thu Nw 141450.402➢24 Page 1 630s 262024MD
ID:VuMn YgMHs
NHpBMmnR]RTC'MSB7OHg3NSgPgnL6 3ulT GMDa7J4 JC'
9-8
# 12
a]5 12
sa@=1111
z ax4 =
3
I I
\
3x6 -
v
d
h4 -
LOADING (psi)
SPRCING- 2-00
C51.
GEFL. In
(Jac) Weft Ud
PLATES
GRIP
TCLL 10D.0
Plate Gip DOL 1 W
TC
0 W
VeMLL) -0@
5 >999 480
MT20
24,V190
TCDL 250
Lumcer DOL 1 W
BE
019
Vai(CT) ow
5 >999 240
BILL 00
Rep Str ar Ina YES
WE
049
Hmz(CT) 000
4 n2 ma
BCDL 100
Come IRC2021frP12014
Matal
WIM(LL) Gal
5 >999 240
WeJgM 38 to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Em2x4SPNo1w2w4SPS5
TOPCHORD
ShucN2l wood sheathing directly
applied. except
end vemlrals
BOTCHORD 2x4SP165DF15Em2x4SPNo1m2WSPSS
BOTCHORO
Rlgltl telling directly applied.
WEBS 2x4 Sp No
REACTIONS. (size) 6=1,ecbama1, 4-0.
Max No. 6= B(LG 9)
Max Uplift 6=55(LC 8). 4---mr(LC 9)
Max Gary 6=8]8(LC 1), "78(LC 1)
FORCES. (M) - Max Cmr,,,p tTen- All Micas 250 But or less except wlren sbmm.
TOPCHORD 1E—&45202, 1-2-88)280, 34-314M20
BOTCHORD 4b 42APQ
WEM 15-351110O, 2S-V[Bc30, 24-102WM7
NOTES-
1) Aft it ASCE 7-16, Vu11=1 Meoph (3,aoAd gist)smSCD Vaimm. TL=6 0psf, BCDL=6 � Opsr, h0n; B=45$ L=40ft; eavct5ft, Cal.
IL Exp C, EndoseR, MWFRS purrournaO aid C Comer(3)zone; cantilever left and ran exposeb; end vertical left and Firm
expov.V;CL Mr memhxs add tortes 8 MWFRS Mr reactions snows, Lumlmr DOL=1 GO plate gdp DOL=160
2) Prwie adequate manage M prevent vaMr pondmg.
3) This Wss has Caen desgnem Mr a 100 per Whom card live loam nonwncunent with any other lure
e Jam_
4)•Tins Imss has teen designed for a no, lead of 20 Dpst on the bottom chmm In all areas where a rectangle 3 tall by 2-0 vide
WR In national trainman rand add am oHm members_
5) Refer M guider(s) Mr Bass to buss connections.
6) Panama mechanical connection (by offers) of truss M nearing plate capable of wthstaMnng 5511, upon a joint and 57 0 uplift a[
1DIda
T) Thin buss design regdres Nat a minimum m 7116" structural woW sheathing he applied directly M the Mp chmm and 12" gypsum
shcebr ck the applied the" to Me Whom Union
ySPS� F'r4 11
MARCOS A. HER....
............................
113878
COR F-12513
November 15,2024
MiTek®
Jab mss �TMr. Tyro
UNIT -t6825 801 RaNSpeoal
Builders Firslsaaea(Cauu ,TxTx ), cauoli - so06,
2-510
2-5 0
.4-
2
1
8
pry Ply
j R85361633
3 1 Job Reference/p.�11s0iA5, Ix Thu Buy la 145P40211 Page 1 630s 262024 MR
ID:VuBmd YgWHsxc6NHVBMms 7Fi sB7OHg3NSgPWL6 3ulT GMDo7J4 JCs!
b7-12 &60 438
025FIT 5xq= mmr-11]5
2.a II Ma
II
T 4 5
Lfi = ] fi
.1. =
EP
N7 2 P3-a
b]42 b7-12
LOFOING (pity SPRCING- 2-DO CST. OEFL. n (bc) Weft W
PLATES GRIP
TCLL 100.0 P6te Gip DOL 1DD Trip 041 VCdBT) TIM ] >999 480
MT20 2441190
TCDL 250 Lumber DOL 100 BC 023 Vat(CT) TO ] >99 240
BOLL oo' Rep Strgs ln0 YES WE o45 Ha](cT) 00 6 Na nh
BCDL 100 Code IRC202VFPIM14 momax NS Wini Go ] >999 240
Weight 53 to FT-2
LUMBER- BRACING-
TOPCHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2w1 SIP 55 TOPCHORD Shuctrial wood sheathing directly
applied. except end vedlcals
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 co 2W SP SS BOT CHORD gold ceiling directly applied.
WEBS 2x45P No.3
REACTIONS. diesel 8=MeclNnrcal, GAdechary m
Max Max S aNLC 9)
Max UPIR 8=-00(LC 8). 6=]3(LC 9)
Max Gray 8=1215(LC 1).6=1215(LC 1)
FORCES. pq-your CoWri Teo -All hopes 250 di or less except wlren shmvn.
TOPCHORD 1d 2M 01, 23=13831378, 3-0 138]/385
BOT CHORD ]38811031, 6]=216/599
WEBS 2�132&4142-]=11]l6]53-]=]51261, 47=2651955, 4{ 12851425
NOTES
1)unbalancedo flN ba65I beencroskler manna¢ n.
2) W W ASCE ]-16; w8 115mph (15 gust) Vasd lmph, TCDL=6 Dpg, BCDL=6opsf, h-�f' k BA5fl L= , eav 5H. Cat
IL Exp C. Endoseh, MWFRS(dlrecdonaQ add c Comer(3)zone; carbleverled and right exposed , end veNcel left and' Mat
expe,mi mor membea and forces 8 MWTRS for reactions shmvn, Lumber D01=160 plate grip Di 60
3) France adequate d2iwge to prevent rater minimum
4)This truss has ern designed for a 100 psf bottom droN live load announcement with any other Irve bads_
5) -This ones has been designed her Hap, lead of 20 (hof on the Cotbm chord in au areas wM e a rectangle 3b0 tau by 2-DO vide
poll Fri between Me hero. could and am, Dina members_
6)Roder to gime(s) names N tmss conceckens.
]) Pmvlde mechanical connection (by Nnmed of Mass to beading plate capable W withstanding 70 lb upod at jolts 8 and]3 to uplld A
j0In6
8) Trot Wss deign requhes Nat a minimum N]/i6"snuctr2l worm sheathing be applied d8etlly to me top chin and i2"gypsum
p•..........
sheebock be applied t my" to e Wdom chin*
chi
/
/MARCOS A. HERNANDEZ%
�...... -
.38.7- .....:...
1
1...•. 3878 :...
1
COR F-12513
November 15,2024
,wa fi w nrnn.mmetrnanan��Tesa. res rh Lrarnnexnaene.eeP.fie.,.,,re., ,expelME,
�aro
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are ]ss1nllunews—
Jab ITn .� �Tmss TYpe
UNIT -16825 N/0m02 ROOFSPEChll SUPPORT
thunders Flrslsanee(Csmn ,Tx), cxrtOBon, Tx- 5006,
8Ad
8-0d
an 12
pry P
R8536163d
1 1 Job Reference/pgpnalj Ix Thu Nw 141450.412➢24 Page 1 630s 262➢24 MR
ID VuBm YgWHsxc6NHpOMmMIFI sB7OHg3NSgPWL6 3ulT GMD.IJ4 JC'/1
438
139
.,t II
2. II
2
3 4x5=
4
12
11
al
9
.11
firs=
a. II
r.xi
LOADING (psi)
SPACING- 2-0
C51.
GEFL.
In
pbc) VdeB Ud
PLAIES
GRIP
TCLL 1000
P6te Go, DOL 1 W
TO
049
VChLL)
Na
- Na 999
MT20
2"UM
TCDL 250
Lumber DOL 1 TO
SO
It12
VCmCT)
pa,
- Na 999
BOLL 00'
Rep Stru Ina NO
WE
061
Haz(CT) -0.W
9 Na Na
BCDL Joe
Code IR=VTP12014
MatrkS
Weld: 54lb
FT=20%
LUMBER-
BRACING-
TOPCHORD 2z4SP1650F1.5Eor2x4SPNo1w2WSPSS
TOP CHORD
Structural wootl sOeaNing dlredly applied w 6
oc purllns,
BOTCHORD 2x4SP1650F15Ew2x4SP
Not w2WSPSS
except eM veNcels.
WEBS 2x4SPNo3
BOTCHORD
Rigid telling directly applied or 6 0«Mating_
OTHERS 2x4 SP No 3
REACl1ONS. All bearings 93A
(Ib)- M.H. 1Y84(LC9)
Max Up]M All upBft too lb or less a ands)except 12 1155(LC 27). =1083(LC 30), 8=1096(LC 27).
9=1209(LC W0 10=1204(LC 21),11=1136(LC M)
Max G2v ABreacllom2501borks at)DIM(s)excepl12=1203(LCM).2lM3(LC31),8=1201(LCb).
9=1334(LC 31),10=1311(LC 34),11=1255(LC 31)
FORCES. (o)- Max Court, Adds. Tn.- All orti525D Va or lcss except wlven sbwm.
TOP CHORD 112 I21111151, 1- IDKV10 g. 2-3—t8&492, 3-0 1 02411012, 4 20/414,
5b MCIAA36, 6- 10W 59M6
BOTCHORD 11-12=6B6'610,10-11=540/498,9-1D-812O69,&�425, 7J5�2
WEBS SS 831139, 4 o—ti41217, 110=1301/1291, 2-11=-530/201, 1-11=152611573,
3-9=166811703, 68=-120611177
NOTES-
1 ) Unbalnced rrorlNe bads lave been cnsdered for ME resod
2) Who: ASCE 1`6 Vutt=115mpb (&second post) VasdSimph. TCDL=6 opsE, ROOL=6 OpalL, br,300, B=45ft, L=MIR, eavC,2o Cat.
IL Expo Enclosed. MWFRS(ducclonia and C-C CcECCO)zone; canbleverled mN right exposed, end verial eft add obt
exposed,C-C or members addforces B MWFRS or reaclons they, Lumber DO1=1 SO poo grip DOL=1.6o
OF
�,<,pS.F••
3)Tmss desg V howled badsmibepineoroe Vussnry_ ForMWseg setltowod(mrmaltooer«e),seeS Mallodusby
... 4
Gabe EM Oetal6 as apply ble, wconsu0 quall d bwMing tleslgneras p ANSIRPI 1.
GD. • S �,
4) Provoe adequate durnzge opreveart rater Pondbg
/ A
5) Gabe regmres Fon8nwus b .Find beam,,
6) Tmss tocehaysbea F00m one fare ors«very b2ced against eteral movement (teal®gonal web).
/.M•••••••................DEZ
2
T) Gabesodsep«M htz33«.
/MARCOS A. HER.....
8)The Wssles Vman desonMtwa 10s g1bonwn Wwdnteload with offer ebatls.
••••;••••••••••••••••••••••;••••
benonco«mreht
areany
ncrea
bra We othrP200pslon the, Wlldm chord In aN areas wTerear«Ungk 3bOtat by 2-DO vnde
9).1IS imharen 0. efforn Chord er humnoters
/ .� 11.38 %a
(�1P
</CENSE�:
10)Pmvoem«bneiimnn«rwn(byotbeB)of stobeanngplateayebleotwlll ndingll551bupMatl01M12,1083oupiM
at,o,M7. 1096In uW adjoin 8, 120911, uplift at pant StI0 o uplift at Mint iD and 1136 to uplift at pint 11
11) This does has been Oesoned rwatooltlag load of 300 plf Wmbco DOL=(133)PN@gnp DOL-{133)Cml ttmss to ResResods
ding bads along botldle cnwd imm TO to 93E or 3000 PIT
COR F-12513
November 15,2024
Aw4 G V" 19nd—etrmndREAD NO,ESONHISAaD�LDDeD.nexREFERENCERACE .,.,,m.,dAER3 F EaE,
�aro
Mill
no traog
m%vmn> .weed 9ueance rega title ��
u
mw msH
0uaiy'en amtiwnalwm'.Ptrnwgl
an4acslm,R,g Componem SxRulmmmxfion m�m¢tlefimmMSnoM�elauMog component pamu �Ore+.' eomm�enaom)
.,a zss3A umou.s—
Jab a 1
UNIT -16825 N/III BmX0
BuiWersFirsl3aace (Carta ,TX),
�4
�Tmss mssType
Flat GrtJx
CanoBoq TX- 5006,
tAi
Ili \I�
I1b Rx 51635 Ps J6➢1..1ulU P44RgeIB:VUBmdrGYgWHs%c6NNysBXBsnRTFIC'MSBTOHg3N3gPgnL8w3uIT1(bGKNSCBaIJ4zJCW
b119
1-8-0 '
3 fi �i 5®n!=1.136
,A-0
31-1
1„E
,A]
1-G„
IA-]
Plate Offsets lX Yl-
0380-0-12I IT-40441
LOADING Boll)
SP...N.- 2-0
C51.
GEFL. In
Bloc] Vdeft t/0
PLATES
GRIP
TCLL 1000
P6m Grip DOL 1 W
TO
014
Ved(LL) C
6 >9Y3 480
MT20
244/190
TCDL 250
Lumber DOL 1 W
BC
a.
VSMCT) -002
6 >993 24.
BCLL 00'
Rep SImss Ina NO
WE
073
H m(CT) 000
5 Na Na
BCDIL 100
Code IR=VTP12014
Madd, MP
WIM(LL) 000
T >999 240
Weight 37 lb
FT-2
LUMBER-
BRACING -
TOP CHORD 2 4 SP
165OF 15E Dr2x4 SP No 1 w2W SP SS
TOP CHORD
2L C W
-0Crilns[ 14,, except end veN�ls
BOTCHORD 2x6SP2400F20E
0r 2n6SP DSS0r2x6SPM31
BOTCHORD
Rgld ceiling directly applied or l OO-00c Mxing
WEBS 2x4 SP No 3'Ev¢pr
IN 2,a SP2400F20Eor x SPDSS,a2x6SPM31
REACTIONS. hale) 8=058, 5-mealaNcal
Max Boaz MLC 4)
Max upM 8=105(LC 4). i--te3UC 5)
Max Gray 8=139$LC 1), 52496(LC 1)
FORCES. (Ib)-Max. Comp Mlax Ten - Allfirrept s 250 dig or less excewhen smman
TOP CHORD i�i34]/i N, U2=98N88,2i219/101
HOT CHORD 6]=t05/9865b=109/1219
WEBS 4-7=12W1535, 2-7--fA61702s=40K]53, 3{ 7655$35=-1810/143
NOTES-
1) W it ASCE 7-16, Vult=lt5mph (3-second post) VasdSimph; TCD1=6 01ash BCDL=6 Opsf, h�OflMIR eavc= ; B=1511, L=50, Cat
II; Exp C; Enclosed. MWFRS (dl eadmag, ca Meyer left and nghle ,pled, mtl WRs d kftana ngMexpoud; Lumber 301-160
plate grip DOL=1 SO
2) PmvMe adequate do nege In prevent water punding
3) The boss has been postulated for a 100 pat Whom cold me load nommoromm nl with any oam Irve bads.
4) 'This Was hasKn designed for a Ne bad of 200p9 ou the CotWm child In all areas xTere a rectangle 3b0 tall by 2{ wide
wR M between Me Nfted chord and any olhrr members_
5) Ruder M glyder(s) for Boss W lmss connecTKKos.
6) PmvMe mechanical connx9on (by Dumps) of truss W learn, plate rapabla NvnlhshaMmg 105IN upirl at pint and 183 to uplift at
1mm5
7) Graphical pupil representation does not depict the we Or the Orientation of Me puffin n along the top and/or COtloand
8) Han ends) ca other mmmchbn dirdirc s) shall be pornmed suMc nt to sup,r d concentrated bads) 7811b down and 721n up at
2o12,a"787 1, Conan and 701n up al 4812, add 10821n down and 78 1, up at 4-112 on Mtlom open The desgNselecamna
su nconnection dewe(s)Is late re,mfdldy or ONas
9) In the LOAD CASES) section, loads applied to Me face of the Boss are must as fount (F) or back NN
LOAOCASE(S) Standard
1) Dead
+Roof five pW6nced) Lumina lnome a=i 00, Plate Increase,100
Uniform Leads, (put
Vet 1d 250 s8-20
Concentrated loads ad
Ved. 9=-784m) i0=1869(F=-1082, B=78T)
r
F PtE OF TF�>t11.
t.
' ARWOS A. HERNANDEZ:
....;.....113878 ....;...�
/CENSE�.G;a4ii
COR F-12513
November 15,2024
Mill
Jab
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Type
Dry
PIy
R85361636
UNIT-16It 25
BX03
�Tvss
FIAT
1
9
Builders FhoQwm.(Carta
N/m ,TX),
CanoCbn, TX-5006,
J Job Reference[p Ij
Bl'
630s 262➢24 MReKiKdLsOiAS Ix ThU Nw 141450.422➢24 Pagel
IT Vu&ndrGYgWHs NHVBMmS 7TIC'MsB7OHg3NSgPWL6 3ulT GMDo7J4 JCW
2-]-0
4IRS
L.]-]H 31612 12-5A
2-]-0
2-3d
1-68 1.2-3-0 2612
..—I22D
2x4 II ye. .= an_
2x4 II
v-�]x8 =
� 2 ry57l 3 � 0 5
fi
1a
12 11 15 1B
1s
N n
13
1.1. TIS14 1.16=
1.16=
L10 Mt89HSg
PLY-L"LY CONNECTION REQUIRES THATAN APPROVED
FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR
LOADS REPORTED M NOTES FACE MOUNT HANGER SHALL BE
ATTACHED WITH AMINIMUM OF 0 LIBl T NAILS PER HANGER
MANUFACTURER SPEUITCATIONS.
2-]-0
41. 77A
31612
2
2-3A 2-US
2-N
LOFOING gee, SPACING- 2T U Bad
TCLL J.D. P6te Gnp OOL 1 OR
TC 045
TCDL 250 Lumber DOL 1 OR
BC 092
BCLL 00Rep Gtru Ina NO WE 0ED
BCDL 100 Code IRC2021RP12014 Mate, MS
LUMBER-
TOPCHORD 2x6 SP 240OF 2 BE or2w6 SP DES m2x6 SP M 31
BOTCHORD 2x6 SP 24WF 2 BE o= SP PER or 2x6 SP M 31
WEBS 2x4 BF 240OF 2 BE or 2M SP 240OF 2 BE or 2x4 SP ORR'Excepl'
1-13] B 2x5 SP 2400F 2 BE or 2x6 SP ORR in 26 SP M 31
""11,5-10,6-Y 2M SP 1650F 15 or h45P No t or 2x4 SP 55
4-110-10. 2x4 SP No
REA(EONS. (sire) 13-0.5 8=068
Me, IT 13=6gLC 21)
Met Gray 13=13403(LC H, 8=133T (LC 1)
FORCES. (10)-Ma, Cora laxTen.- All ems
Ten RM or Less except Mon shown
TOP CHORD 1 13=11246N, 1-2=14295N, 2�1429SU, 3d=24049N, 4�24262]0,
5T-14959N, 6-]=1495900,741-118894)
BOTCHORD 12-13=12814,11-12024049, 10t 1-MQKC6 TM-CCE262, 8- 12
WEBS 1-021H]086,2-02�]2N40,3-02=-t2492N, 11t=000M,4-11�/it]9,
4-10=11311394 5l0-0 16,✓9=1195 ,6-o—�98220, 7-9 Wl49.
OR=
h10 MU. II
121S
.2
GEFL.
n "'
VUeO
1/0
PLAIES
GRIP
Vedl
-012 1-11
>9Yl
-a
MT20
22W193
VEL(CT)
-019 10.11
>F3
24.
Mi8PH5
==n
MERCT)
005 8
Na
Na
WIM(LL)
00210T11
>999
240
Weg111: 2781b
FT-2
BRACIBG-
TOP CHORD 2L-0CC Mns(6DO max) i-], except Elbe vedkals
HOTCHORD Rgld ceiling directly applied or l To oc Mxing
NOTES
1) Wa
2) its
3) 3 My truss to be Connected together BUD l W IS 131 NY) nails as tolbws_
Tap chords Connected as all. 2x6-2 may, staggered D ITS D C,.
Morgan Chords netl mned as (allowdays s staggered D-TO D0 no
M, connected as manses : 2x4-1 new at o-9 0 ME, Except memcer 2-12Zvi -2 news staggered at 0 TO oc, member ltl 9M -2
news sniggered al"0 to. member S10 2x4-2 news staggered at M4-0 oc
4)AYk dsarewnsmeredegmil appidmallpll.exceptgmmdas0oM(F)orbak(B)acemAle LOAMCASE(s)Becton. Pym
pry cOlmec9a5 have been pmNded to disMWe only loads noted as (T) or BE). unless oglelwSe Indicated
5) Wad ASCE 7-16, VulQmph (15econd gus) Vosd- imph; TCML=6 opsT, BCM Opst. h=Wk 5=45$ L=41g; cave M. CRT
M; Fxp C. Elide , MWFRS (dlrecdon er canbleyer left and fight ex(ased; end veltlal leg and DEBT exposed; LumOr MOL=t-GO
Plate
gnp DOL=1 OR
6) Pmvlde adequate Manage m prempa vent Mer amg.
]) Art poles are MT20 platss unless ogrelwse indicated-
g) Thy Loss has been designed mr a 100 pet bogom clean hve load normuncurdent with any EARS, here
ads.
9)' Thlsgusshaslrendesg VmralN dor20Apstoniheb mOl inaAareasx reare ngle Db gby200vnde
will fit between me botmm chard and am raw, members.
1M) G2phbal pudln represenoWn aces nN dep 1 Me dBe or me orematen Erthe pudln along me lop armor bWbm tlwM.
rj�ngnnnn - nvn=I
/ AeA
ytP.. x4sh
MARCOS A. HERNANDE2:
....;.....113878 V.
....;...�
1IlitS10
��CENSE�.G;a4ii
COR F-12513
November 15,2024
MiTek®
Jab ITn« �Tvss Type Ory IPIy
N/m KI 9 R85361636
UNIT -16825 BX03 FIAT 1 J Job Re�erence[p�1p Ij
OuiWers HunSwace(Cnro ,TX), CanoObn, TX-5006, 630s 26ID2E MReKiKd150VS,Ix ThU Nw1E1050.022➢26 Paget
ID VUBvd YgWHs NHysBM-S 7 ICMSB7OHg3NSgP,L6 3ulT GMD.IJ0 JCW
NOTES
11)Hangerpd or oNer connecllon deVlce(s) shai O pmvAed sulflclenito suppout concenMrb bad(s)(159In dawn at C-l", 1911 IU down and 122 In up al 0.t0.6, 6551n
dawn at 2-1 Bd, 19M lb comma and 12610 up at 2-104,19%N doom and t2610 up at 41", 0660 I0 down at 4-108, 1195 b down and 9010 up a[ F1", 19M lb
doom and 126In up at &10 4. 3073In davo add 180In up al 2-7b, 1195 In down and 90 A up at &10d, 19M In doxn and 1W to up at &10-0, and 1195 W doom and
90IGWat 10.10-0,and1938I0WonaM126bupal 10-10donbottom Mort TNedegWN k on Nsuchconnetllon Cevrce(s)Isi msponsNlldyofo8 m
LOAD CASE(S) Standard
1) Oead+ Roof Llve(laalanced). Wmher lnvease=100, Plate In0ea5 l M
London LOMs Urn)
Vert: 1- 50, 813=-20
Concentraled Loads old
Vert:12=2233(F=295, B-19 8)11�598(F--0 , B=1938)10=-3W3(B)14 22 (F=-2M. B 1901)15- 3133(F=-1195,B-19M)16�133(F=1195,
8=-1938)17-3133(F=-1195 B=19M)
Ann-AI-r is �n �wan,se.
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ONIT-16825 BXO4 FIAT 1 4 Job ReterencGlp )
Builders FASaace(Carta ,TX), Carmatn, TX-5006, 630s 26ID24 MRei RdLsO�F's Ix ThU Nw 141450.432➢24 Pagel
ID:VuBv YgMHs NHpOMmnRlJM sBTOHg3NSgPWL8w3ulT GMW D.]J4lC'/I
3H-L 12d 10.7-10 141. 1S18W 1]-8-12 19610 0Ra
3H-14 35fi 33fi 3-5-6 1A14 1-9-14 1-414 11-6
®@=13d
h4
58 - GS v 3xI - hI 5x6 = 4x6
7xl0 = 3x4
8-
j HT 521 2 5T 5219 3 � 5Z 4 ISZ 521 20 r,,, I*
2y iT 1fi 15 21 @ 23 14 24 13 25 122fi 2T 11
OR .10 = 5x12 MDeMR= - 7AR 6x0= 4x8=
se. =
PLY-T6PLY CONNECTION REQUIRES THAT AN APPROVED
FACE MOUNT HANGER (SPECIFIED BY OTHERS) 13 REQUIRED FOR
LOADS REPORTED m NOTES FACE MOUNT HANGER SHALL BE
ATTACHED WITH A MINIMUM OF 0148X S NAILS PER HANGER
3a14 ]-2i 10-F10 14 IS 17a-12 21A
3814 33fi 33 3 6 37-12 Till
LOADING He, SPACING- 2-0U
C51.
TCLL 1M. PER, Gnp DOL 1 W
TOO55
TOOL 250 camber OOL P.
BC I.
BOLL 0 0 ' Rep stru InO NO
w8 t 00
BCDL 100 Code IRC FlFT 120t4
Matra: -MS
LUMBER -
TOP CHORD 2x65P240OF2DEor2x6SPOSSCr2x65PM3t
BOTCHORD 2x65P24D0F2OEor2x6SPDSS.,2 SPM31
WEBS 2x45P165OF 15E or 2M SP No 1 or WSP SS'Excepr
1-t8,i0.11 2x6 SP 240OF 2 OF or 2x5 SP BSS or 2x6 SP M 31
2-17,3-15.4-14,&13,8 12 W SP No_3
OEFL.
In
(bc)
Vdeft
Oil
PLATES
GRIP
VMdLL)
o17
td
>Mer
488
MT20
244]193
VEF(CT)
-042
14
>601
240
Mi8AH5
MEW1]9
Ha](CT)
008
ii
Na
Na
WIM(LL)
002
14
>MIR
240
Wega1: 6111b
FT-2
BRACING-
TOPCHORD 2TToc Wrtlns(6(TOmax) 1-10, exceplendsertkals
BOTCHORD Rgld ceiling directly applied or 1 To 0 oc b2dng
REACTONS. (size) 18=0.58, 11153
Max Harz 18=]2(LC ])
Wax G. 18=1o55t0.0 1), n=n816(LC l)
FORCES (Ib)-Max. Comp RAax Ten-Allfirre5250gloorkssexcepletwosbood
TOP CHORD 1-18=t013MU, t-2=166]MU, 23=284]Zb, 3-0=.M082/0, 45=33524N,
S718-O6�201657 8-9=2011910 64
1121
2. 13=
iSP=di66]4, 14-0Cr=0.284]2, t&14�/34M2 t2-13�/2]ID0
OM408
BOT CHORD 1]-08=0/10643
it-0,017991.
WEBS 1-1]1/9991, 2-1]�995N, 2-05=N13498, 3-15�"JTIN, &14�5l18, 4-14=2414N,
4-13=190810, 5d3-135110, 613119314, 6-1Y 10137N, 812=36W8, 312=0(13]50,
142NJ0
NOTES-
1)nYa
2) 4yty Russ to be conmxted together wlN 1M IS 131 NY) nails as follows
Top Ulordsonnecled as tollaurs_2x6- 2 cae, slaggered at ITS Cc.
rr chords Connected aTolkeis
1e
rPSEOF'... F\t
onnecled as Raises520 t uw at PRO oc, Except ember S132x4-2 rows staggered at 04-0to, member &122x4-2
�
9S
CMs staggered at 05-0 OF
i r7S: 1�
AOacb TCw1jcCDam Wfts(ASTMA30T)Inmer meat memcerwM sMvsal CC
eAT• •• A
ABacb BCWcedem Wo (ASTMA307),n Mecentx.f NememberwMas rsat4U0o[
3) N bads are Considered egnally appled W all plies, except 0 acted as Sort(F)or back(B) lace In the LOAD CASES) sermon Ply to
%.................................
ply Connections nave been pervaded to distribute only loads noted as or IN, unless mlerwree Yaraoted
;MARCOS A. HERNANDEZ
4)Wind-ASCE]-i6,Vu11=1 North(3-sxwld glst)VasdSimph.TCDL=6 Opsf,BCDL=6 Ops1. ha04 B=45r, L=400; eavc=5ft, Car
•••• :..................••••;••••
,IF
II.Exp C, EMt, MW oseFRS(domoldinagrt(o . cantlever left and MIA exposed; Near Vel left add MIR exposed, Lumber 301=1 GO
MIT
113878 '
(I1P0•�;:
oequaleddmib
</CENSE,0y :�1Q�i
5)PlmvaOe empreventeaterpondelg.
11l
6) AS pates are W20 plalg unbss concern, indicated_
SS/ONAI"'G`�
T) Thn Nss Ies Mendesignedl alD0WWRomcl laveloadnoncomurtentwonany Neer INebads_
8)• ThisbusshasceendesgntlMra Ev dof20Opsloni b mchm Ina0aoeasv.4weearectangle3bOMeby2-DOwde
will fit between Me lnBom clroN alp an, Maw memcers_
nOn F-12513e
R
9) Load case(s)1, $ 3, 4, 5, 6, ], 8, 9, 10, 11, i$13,14,15,16, R, 1B. 19, 20, 21, T2, 23, 24. 25, 26, 27, 28, 29 W, 31, 32 hasguv
U LJ
bonnerddM. Bulling designer must revtew bads to verify that they are onectrrthe intended use ofcols al
November 15,2024
YwmiO murr_,UPPH dhcc nM daml Rm PR OT lo...... I TIME Conan alai Ore me anNor Mtrm Mor
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Jabvss �TvssType Ory PIy
8l' R8536163]
UNIT -16825 8X06 FIAT 1 Job Reference/p Ij
Milkers FirmSwace(Caua ,TX), Cartoaon, TX-5006, 630s 262024 MReKRdLsOiAS Ix ThU Nw 141450-E32026 Paget
ID VuBv YgWHs NHpOMmnR7FI sB7OHN3NSgPWL8w3ulT GKWd Dm7J4 JCW
NOTES
11) Hwgel(s) or other connection m,aee(s) snail be pmvAed sufficient to suppst concentrated bads) 509 to down add n Ir up W 7-312 503Ih down and 72lb up at
881$ 655 M d. at 10812 555In Wood at 12812, L660 th down at 14 LO. 1195 th drum add 93 N up at 1" 12. add 1195 In drum and 93Ib up at 18U12, add
1195 M dawn and 93Ib up at 20412 on boftom tlmN. The desgNsekclan of such cpnnMlon devr2(s) is Me 25pansMNly of others
LOAD 0118E(S) Standard
1) Dead+Rmt Uw Maan[e0) Lumber IncreasPtoO, Plate lnOea5,100
Undoml Llm]s(p8)
Von 11140, 510=-250, n-18=20
Concenbated Loads plot
Vent 13=46 Nn21-509UU22-51MM)23=-295NN24=295(B)25=1195(B)26-1 195pn 2]=1195(B)
2) Dead + 0
75 Rla oo1 L.Manced)+Attic Hoar
Lumber lnemase=l Oo, Plate lnW ciessc=i
Uni m n Loads (pet)
Vert 1b 90. ✓10=-2W, 11-18=-20
Concemrided Loads plot
Vert 13-1202UU21-t11(B)22-411M)23=565UU 244kifdB) 2S 970NN 26=97DUN 2] 0(Bt
3) Dead+unlnhalMalNe AM, ""Mort Storage Lumber Increase=125, Pan, lrcrease-125
Ud0oml Loan (pll)
vent 15 54O &10=-W,11-0e-10
Concemated toads plot
Vert13=2930(B)21=136(8)22=-136p3)25=-3 pn 26=(165(B) 27965(B)
4) Dead+0 6 MWFRS Wind (Pas_ Internal) Lei Lumber Iocrenae=1 W Pate Incease=160
Un0oml Loa] UM)
Vert 15 6q S2R .1O20,T], 11-18=12
H.1 18=17, 10-11=21
Colmenhal� Loads plot
Vent 1 3=2413(B) 21E (B)2Z�WEU 25=85(B)26=85UN 27-MUN
5) Dead +06 MWFRS Wind (Pas Internal) Right Lumber Ixrease-I W. Plate lnerease=160
Unironn Loads UM)
Vert 1-19-173, &19 -464, 5-10=26, 1118=12
Herz 1 18=21, 10-11=17
Concenbalbsl Loads pb)
Von 13=2413pn 21�(B)22 Un 25=85(B)26=85NU 27--85(B)
6) Dead +06 MWFRS Wind (N g. Inman Left Lumber IMrease-I 60, Plate Inoea e,l 60
Ungorm Loans (pin
Vert: 15-ti`41, 5-10=-51,11-18=20
Hoer 1-18-29, $8
nc11=
Concentrated Loans plot
Vert 134M5(B)21= (B)22=72(B)2Fc (B)26-93(B)27l3(B)
T) Dead+o 6 MWFRS Wmd (Neg. Internal) Rght Lumber Incease=160. Pate liarease=led
Un0oml Loans (pin
Vert: 1�1, 510=-51, 11-18=-20
Haz 1-18-8,10-11=29
C neemated toads plot
Vert 13=,105UU 21= Nn2 n(B)25=93(8)26-93NU 27YJ(Bt
8) Dead +0 6 MWFRS Wind (Pas_ Internal) lst Parallel Lumber Inerease=160 Pate Increase -I 60
random Loans UM,
Vert 15 66, 5-11= 4,11-18=12
Hai 1-18=26. 10-11=26
,mieto8alec! leamrs(M)
Vent 13=2413(B)21E (B)2Z�WB)25=85(B)26=85(B)27�(B)
9) Dead+06 MWFRS Wind (Poo Internal) rand Parallel Lumber Increase=160, Plan, locumse=160
Un0 um Loads UM)
Vert`b ML 5l D=1011-18-12
Hai 1 18=26, 10-1146
Concentrated! Loads Md
Von 13=2413(B) 21� (B) 22 N )25=85(B)26=85NU 27-E5(B)
10) Lead +06 MWFRS Wind (Neg. Internal) 1st Lumber Lumber Increase=l W, Plate Increase=1 60
Undarm Leads M
Ved 1 5- 541, 510=51, 11-18=-20
Ho¢1-18=14, 10.11=14
CrnmNated Loads pin
Vert .13=24OrdB)21=T2du 22=72NU 2s=93N 1 93(B)2]=93(8)
11)Lead +06 MWFRS Wind! (Net, Internal) 2n0 Parallel Lumber Inereast lW, Pate lmrease-I 60
Uniform Loan (an
Vert: 1� 511, 510 L 11-18=20
Horz 1-18=14,10.11=14
concenvan,o Loadsplo)
VerL 13-24M5(B) 21=]2(B)22=]2QU 25=93U t2 MUU 27=93(B)
12) Dead_ Lumber Increa5e,0.9O Pate Mcrease=0 91) PR mekilC) 9p
Undarm Leads (pin
Ve L 1� o ro, S10=sO 11-18-20
C ombmted Loads(Ib)
Vert: 13=2827p))21-117UN2 117 N23=-655NU 24-655pU 25= 295NU 2 295UU 27-295NN
13) Lead +075 Rwf Love Ma) + 0]5(06 MWFRS WInd!(Neg. lint) Left) Waller aCrease=160. Plate m4eass=1 W
�ono,ian �� nvnc a
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4
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KI
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IDV.Bm Y9WNs NHysBM-m 7FILMSB7OHg3NStP,LBw3ulT GKWd D.7JE JCW
LOAO D"Mill) Standar0
Und0rm Loads (p0)
VM 1 5=E91, 510=-201, 1118=20
Ho¢ 1-18=22, 10-11E
CrncenbatM Lmtls (Ib)
Ven.13=2Ea5(B)21-471122-47NU 25-r](!Bd 6 4](B)2]=E](8)
1E) Dead +0 75 Rw(Lrve (Cad)+0 75M 6 MWFRS Wind (Net. Im) Rghd Lumber Increase=160, Plate Increase-1 60
dannad Loads UAU
Vert 15=d91.`✓10=-20111-18=20
Horz 1-18�, 10.11=22
ConceMafM LcadC ding
Vert 13=-2E05(B)21-07(8) 2Y47NU 25=E7(B) aA7U) 2]-0](B)
15) OCad+0 75 RmiLN, NaL)+0 ]5(0.6 MWFRS Wind(Net. lm) VA Patallen wmlaer Increase=160 Plate Inoeae=160
FORM Leads UAU
VFRL 1�Z91. ✓10=-20111-18-20
Hoa 1-18=1110.11=n
Concentrated Loads did
Vert 13= ,!M B) 21--E7(8) 2Y-E](B72S=E](8) 26-a](B) 2]=E](8)
16) Bead F 0 75 Rcat FNe dal) +0 75M 6 MWFRS Wind (Net Intl2nd Patallet: Lumcer Increase-1 W. Plate Inuease=t 60
Undmm Lca05 (P,)
VM. 1�494510=201, 11-08=20
Hmz 118=11, 10.11=11
Concentrated Loadspb)
Vent 13=2E05UU 21=47(B)22--E7(8)2S 7(81ffi 47(13)27=47(B)
1])Odd+06MWFRSWMd Mln LMLumlM,r1m -160,Plate InoeasC=160
In'. Leads (pi)
VM 15=-5()2,5-10=1211-18=-12
Holz 1-18=16
Gonrentated Loads pb)
Vert 13=2E13(B)21=52(8)22--52(8)2S 7(!Bd 6 57(B)27=57(8)
18) Dead +06 MWFRS Wind Mon RUM Lumber lnoea,16O Plate n,FCase,160
llmtorm Loads (PH)
Vert 1 5- 502, 510-1211-18=-12
Horz 10-11=16
CmceMrafetl Loans (Ib)
VerL 13=2E13(8121=52dd 22=52QU 25b7(B)21c57UU 2 57(B)
19) ReVcvsal. Dead +06 MWFRS Wind (Poi Inlemal) Lett Lumber Inoue=160, Plate Increase=160
FOR. LMds (pill
VFRL 1�-E6E, 52026, 10.20=17, 11-1 B=12
Horz 118=17, 10.1141
Concentrated Loads Ob)
Vert 13=2985(B) 21=152(B)2 152QU 25 20UN 26=320(B)2 320(B)
20)ReNenal Lead! +06 MWFRSN d(Pos-Intennal) RUM LudderImrease=1 W. Plate Inoease=t 60
Nndmm LCatls (qt
VM.1-19=-073, 519=46E, 510=2 .11 18=12
Horz 1-18=-2110-It- 17
cenremrered Loads pba
Vert 13=2985(B)21- 152(8) 22=152(8) 25 20NP 26-d (B)2]-320(B)
21) Rev at Dead +06 MWFRS Mind (N g IMemad Left WmL Increase=160. Plate Increae=160
Uniform Loads M
VM iS Ml, 540-51, 11-1B=-20
Holz 1-18=2% 10-11-8
CrnrsNated Lmds (lb)
Vert . t3=29T(B)21=1EE(8)22--1EE(8)25 12(8)26 312(B)2]=312(6)
ZU Revcvsal Lend! +06 MWFRS Wind (NeI} b0emal) RUM Lumber InoeaeC160, Plate Iincrease,i W
unttorm Loads (pit)
Vert 1� 511 `✓10=.5111-18=z0
Horz oansdi 10.11=29
CmcemVerL 13-2 Ib)
VDead=29T]1WRS-0ind(P lit"NUental 25�12(B)26=3t2(8)2]=-312(B)
23) Reversal. Dead+06 MWFRS Wind (Poi Inlemal) ist Pa211ed Llunber Increase=160, Plate Increae=t60
FOR. LMtls UAU
VFRL 11-E66, 11111-26 -i8=12
Holz and=26,10.fl=26
concentrated 13w pb)
Vert 13=29851WRS 152(8)2Y--052(8)25dP2rallel=mider1 TI=-320(B)
2E)Undo aL Dead+06 MWFRS Nfind(Pos-Intertvl)3rltl ParNl%. LumberinoCase=160. Pla@Increase=l
DMorm (p1 VFM 1) 1
VM.8-265-011-26 -18=-02
Horz 1-08=ding t=26
c0nremVert Loadspb)
Vert d=29&5(B)RSAb ((Ne, Internal)
PERIM Pud20irlm -320(B)
25) Unif. aL Deal+06 MWFRS Wind (N g IMemal)151 Parallel Lumber Increase=160, Plate Increase=160
Unarm (pl vFM l)
VM 1 5=-5E1,5-00,5111B= -i-20
Ho¢1-18=tE,10.it=1E
Jab ITn« �Tvss Type 1 IPIy
atl/m KI R8536163]
UNIT-16&25 BX04 FIAT 1 4 Job Reference/p�1p Ij
Builders Hi AS —(Can ,TX), Canoaon, TX-5006, 630s 262024 MReKiKd 150iAS,Ix ThU Nw 141450-E32024 Pa9e4
ID V.Bv Y9WHs NHysBXBSM]FILMSB]OHg3NS9P,L8w3ulT GKNSCUa]J4JC]I
LOAD CAM(S) Slundard
C.nin4tM Lwds Ub)
VM 13=9AtB)21=-144(B)2 l"(B)25 12(B)26=312(B)2] 312(B)
26) Reversal Oea]+O6 MWFRS Wind (N y. IMeman 2M P Ilel: Wmbel lm..mase=160, Plate Increase=160
UnRmm Loads (PH)
Wil 1 5- Ml, 51�1,11-18-20
Ho¢ 118-14, 10.11=14
CmceM2ted Lords Ub)
Ved: 13=29n(B)21- 1"(B) 2Y144(B) 25 12UU 26�12(B)2] 312UU
2]) Reversal Deal +07
5 Rwf lj a (bal )+0 ]5d) 6 MWFRS Wnd (" IM) Lad) Lumber Idea l 60, PlI Increase=l M
OMlmm Loads (p0)
Veit 1S=b91, 5-10=201, 111 B=20
Holz 1-18=�.10.11E
conceimareo Loads Ub)
Veit 13�971 W)21-3 M)2Y� UU 25 814(B) 26-814UU 27-814UU
28) Reversal Dead! +075 Root tie (Dal)+0 ]5(06 MWFRS Wnd (Neg IM) RgM) Lumber Increase=l W, Plate Incre ,l 60
Unarm Loads (PU
Ved- 1 5=i91, 5 li = 201, 1148=20
Hoic 1-1" ln`ll 2
Coneimated Loads Ub)
VM 13- 9]1(B)21- 5 )2r� (B)2. 14(B)26�14(B)2r814(B)
29)Rev al. Beal+G75RIMt (bal)+075(G6MWFRSWnd(Ne9 IM)WPaalklJ Lumber Increase=160,Plateh¢rease=160
Unrtmm Lmn (pn)
Ved 1-5=b 1, 5-10=201, 11-18=20
Holz 1-1E=1i, ItIl-11
ca nb,ated Lwds Ub)
VM 13�9]1B)21=-358(B)2r BB)21 14UU 26=E14UN 2] 814(B)
30)Revttul Dead +0]5 RIMt (bal)+0]5(06 MWFRS Wnd (Neg.IM)2nd Pamllel)_ Lumber Izmase=160, Plate Incieas lW
Unawm Loads (pp
Ved.15-i 1, 5n0=-201, 1118=20
Ho¢ 118-lt 11 11=11
CmceMatetl Lords Ub)
Ved: 13=-.9971(B)21-3WB)2Y� B)25 14B)26�14(B)2]=-014(B)
31)Revttsal Beal+ 06 MWFRS Wnd Min. Let Lumber Inoeas l60, Plate Increase=160
OMmrm Loads (pll)
Ved: i 5-- , 5-10=1211-10=-12
Holz 1-18=16
conreimateo Loads Ub)
Vet 13-2929(B= )2140NU2 140B)25 292(B)26=2WUU 2]=ZLUU
32) Reversal Dead! +06 MW RS Wind Min Right Wml r Increase=160. Plane Increase=160
Unmm Loads (qp
VeR 1-5-- ,5-10 1z 11-10=-12
Holz 10-11-16
Conreinrmed Loads Ub)
VaU 13-2929(B)21- 140B12Y 14000 2=292NU 264WB) 2Y- (B)
At -,I, � dimm �wan,se. MiTek®
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8l' 9 R85361638
UNIT-16825 SXWB FIAT 1 J Job ReferencGlq )
Builders Flood —(Cart ,TX), Cambric, TX-5006, 630s 262➢24 MRei fidLsO�F's, Inc ThU Nw 141450.432➢24 Pagel
ID VuBv YgWHs NHpoMmM]FIC'MsB]OHg3NSgPWL6 3ulT GMN D.]J4 JC']I
3 8-14 12d 1.7-10 14 IS 111044 17A 12 19610 0 on
38-14 35fi 33fi 3-56 1T14 1-9-14 1-T14 11-6
5®@=t365
a I I
4x12= exa= ax6= 3N= .4 II Sxd= 4x6= 7x10_ act
M 3 4 28 nn
�J
$PFfl y
18 2t 1]22 i623 15 24 25 14 13 2] 1228 H 11
on g .12 = 5xfi - 4r8 = d. = On on,
3014 123 1.710
14 IS
17a-12 21AL
39-14 ' 35fi 33
3-96
37-12 311d
Plate Offsets fXY1 f2G,80.2-0I N20.1A 0.2-01 11361-02"1211150t d0,2-011170. 0-2D1
LOUNGING (psi)
SPFCING- 21 U
CSL
GEFL. In
(bc) 11e1 t/0
PLAIES GRIP
TCLL 1000
Pate Grip DOL 1 W
TO042
VeMLL) -0191314
>9Yl -a
MT20 2441193
TOOL 250
Lumber OOL 1 he
0]0
VeA(CT) -037
i3-14 >692 240
BCLL 00'
tru Ina NO
Rep names
WB 071
Hoa(CT) 007
ii Na Ina
BCDL 100
Code IRC2021RPI2014
Mauls -MS
WIM(LL) 003
14 >999 240
Wrong 458In FT-2
LGMBER-
BBACING-
TOPCHORD 2,6 SP 240OF 2 OF ortaS SP OSS m2x6 SP M 31
TOP CHORD
2TD Cc Wrins(6TO max)1-10, except end vMkals_
BOTCHORD 2x6 SP 24WF 2 IF or 2n6 SP OSS or tall SP M 31
BOTCHORD
Rgld ceiling directly applied or 1 D Doc IXacing
WEBS ad SP 150 6F 15E or 2M SP No 1 a 2x4 SP SS'Excepr
1-18,10.11 2x6 SP 2400F 2 0E or 2x5 SP PISS or tall SP M 31
2-17,3A5.4-14,&13,8422x4 SP No_3
REUCRONS. (see) 18=G58,fl�33
Max IT. 18=]2(LC 4)
Wax. 18=6341(LC 2),11=9165(LC 1)
FORCES. qIr)-Max.Comvd+lax Ten -All firres 250 pb) or less except when shawl_
TOP CHORD 1-18—t888/0, 12 1031210, 23 1746110, 3-0 2179210, 4-5-23734/0, 5{ 23734N,
6J 1515710, 69=1515710, 910- 2110, 10.11--55]]0
HOT CHORD 4718--0 ,15 7-0110312,1415,0117461, 1314=021792,12-13b/19821,
11-12=0B108
WEBS 1-171/11141,2-17-173M.21!=CMQ60, 1l5=-34 W8N l4=W5359, 414=2W210,
4-13=1]02454`✓13-37W 106-13=0/58056-12=6)68/0, 8-12=3251116,
9AD,0110229, ST1=1081&0
NOTES-
1) 3-py tmss to be rommaed together as full.
Top chords connected with Do p 131' &') nulls as fdbws tat - 2 mws staggered at 0-M oc,
Bottom Cords connected wed WS45 as folbws. 2tt6 -2 mvrs slaggcved at 0-TO
Web connected with 1Gal (0131'xW) rant, as fiuows. 2x4- i new at 0-9a oc.
2) AS bads are considered equallyapplied!to all pli . except ITnoted as four (F) or back (B) face into LOAD CASES) Section Ply to
ph, comearem; h. been pmNded to distribute only IoMs noted as (F) or (B), unless Monde Indicated
3) Vand. ASCE 7-16. %RVITompb (35ewnd gust) Vasd=JlmW, TCDL=6 Opsf, BCD1=6 Opst, B=45$ L=40h, eav,5H. Cat
IL Exp C. Enclosed; MWFRS (dnreconaq; caubleeer left and right exposed. end vedvl left and Win exposed Lumber DOL=1 So
plate grip DOL=1 EO
4) Pmvne adequate drainage to prevent ureter pondsg
5) Th6 truss Ina, been carried! for a 100 psf Indoor chord live load nrmmncunrent with any other lose lords
6)' This ones has 0.cn designed fora We bad of 200p9 on the ottom chord in aN areas where a rectangle 3b0 he by2-DO vide
will fit between the oom chord add am other, memhons
7) GaWncal noun representation does not depict the we or Me circulation of Me painful along Me top and/or Whom coN.
8) Har eRs) or other connection devbe)s) shall be padded! sufficed to support concentrated! aM(s) 622 to down at 2-0.42 622In
down at 4 IZ 622In dawn at 6812, 622In down at 8412, 62216 own M 1D4,12. 622In dawn at 12812, 4433 to down M
141 0. 1136UadandIn dawn and 90 to up M 16Tr12, and 1136 M down and 90In up M 1812, a11361n down aW In up at
200-12 on In
chord_ The denUchmeami of such mnnectral myce(s) is the msWnsMldy M others.
LOAD CUNSE(S) Standard
"plemd nn Fern 2
pwA-v"ilssh
MARCOS A. HERNANDEZ
....:......................:....
113878 :ti.
COR F-12513
November 15,2024
MiTek®
Jab ITn« �Tvss Type Ory Ply
N/m 9 R85361638
UNIT -16&25 BX04B FIAT 1 J Job Reference/p�1p Ij
Builders FlrslS—(Cana ,TX), Cauo n,TX-5006, 630s 262020 MReKiKd 150iAS,Ix ThU Nw1E1050-E32026 Paget
ID Vu&ndrGYgWHs NHysBM-s 7 I .B7OHg3N5gP,LBw3ulT GMD.IJ0JCW
LOAO CAM(5) Blan0arU
1)Ueatl+Rml live(MWnu ) Lumber ln[re,l 00, Plale Incas lCB
Undoml LoMs (p0)
Vert 1-10= 50, 11-18 20
cmrcenrcalea Loads (lb)
Wn 13= 3(F)21=Bo(F)2 280(F)2 200(F)2L 280(F)2 280(F)26 280(F)2 1136(F)28=1136(F)29=1136(F)
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,r.—I
Jabvss �Tvss TyW pry PIy
8l' 9 ) R85361639
UNIT -16825 BX05 FIAT GIRBEA 1 J Job Reference/pall il',Inc ThUNw141650.462➢24 Pagel
rudders HrsMoure.(Cor ,TX), Cartoon, TX - 5006, 630s 26ID24 MReKRdL
ID VuBv YgWHs NHysam-s ]FI .B7OHg3NSgP,L8w3ulT GMDa7J42JC'
3d-1-104 ]-2d 167-1a 14-1-0 15-1.14 1]-8-12 of 218T
3d 33fi 33fi 35fi 1-9-14 1-414 15-16 2-ta
5®@=t3fi]
2x4 11
an .1°= 44= 3x4 z5x4 4xfi- 6 g 4xt2- 2x4
I�ZI ISZI 25ZI ISZI In 3 IRI ISZu IXI 2° JfA ] Axi ICZ IXI
LrrLJ�l..a 0�
18 21 17n 1fi 23 15 xs 25 1e 2s 13 Z] 122a 29 11
3w att= Sxs= 2�°= 4x6= ]xa= 4xt2= axe=
3H-14 ]-2d 10.7-1°
14-1-0
111-12 21an
3A-10 3hE 33fi
3 a
}]12 1116
Plate Offsets fXY1 20380.143 M0d-00.1-1211120-2-000.181 R30.1-0204121115Gi Gi 11209-80.2-0I
LOAGIRG (psi)
SPACIRG- i-0U
C51.
GEFL. IIt
(bc] Wefl Oil
PLATES GRIP
TCLL 1000
P6te Grip 00L 1 W
TC 048
Ved(LIT) T-
tit >9Yl 480
MT20 244/193
TOUT 2!1
LumMr OOL 1 W
BC O.
VeA(CT)-04113-14
>626 240
BOLL 00'
Rep Stru Ina YES
WB 028
Ha](CT) 0W
11 Nos Na
BCDL 100
Code IRC2021RP12014
moba, MS
whall 002
14 >999 240
Wright 4401b FT-2
LUMBER-
BRACill
TOP CHORD 2x6 SP 2400F 2 0E Mr SP 13SS m2x6 SP M 31
TOP CHORD
2L-0CC WMns (6DO max) 1-10, excepl end vedkals_
BOTCHORD 2x6 SP 24WF 2 DE or MSP DSS or MSP M 31
BOTCHORD
Rgld ceiling dire"y applied or 1 Do 0 oc b2dng
WEBS ad PNo 3'Fxr¢pr
1-17,215.314,4-13,6-13,&12.942 2x4 SP 1650F 15E to 2 4 SP
No 1 or 2x4 SP SS
REAC BONS. (Mve) 16-0 , 11,0s3
Max IT. ft8=31(LC 21)
"G. ft8=5240(Lc 2),11=]]84(LC H
FORCES. 9b)-Max. Compoi Ten -All firces 250 (b) or less except wren shut_
TOP CHORD 1-18-4876tl, I 1011]N, 2�17143/0, 3-0=21470b, 4-5-=2349NU, 5{ 23490.b,
fi S l523GU, do=15236U, 91011011-35410
HOT CHORD 17-18b294, iSP-(Vff ,1415=W/R143, 11141214]012-13 19694,
11-12tiB122
WEBS 1-P1/1082],2-1]�6]W),2-05=0g8114115=-Z]6]N,&14=WSd21, 4-04=1821ro,
4.13=]9/3l)l IRA).
61315454. (r12---6183N, 9-12-Marc .9AT-1028M
NOTES
1) 3yty ones to be connected together as gallows
Trg church, connected wM 1do to 13TW") nals a gdbws- 2x4-1 new at 09-0a, 2x6-2 news staggered at Goo oc.
Babom[badsconnected with WS45 as hostess 2a5- 2 news staggered at 0-0 oc.
Web ronnea wM 1W(0131'x3') nabs ascolmws 2x4-1newa109ao:
2) AS Was are considered equally applied to all plies, except If mted asfioM (F) or, back (m Pdce lathe LOAD CASES) seclgn_ Dirk,
pry co real hi been pmvlded to distribute try loads urged as (F) or (B), unless otlrerxse indicated
3) Wad -ME 7-16, Vogl V loph (3second gust) VasdSimph, TCOL=6 opsg. BCDL=6 )1 lb oft; B=45fl,. L=401, eavc=sn, Cat
II, Exp C, Enclosed, MWFRS (directional); can0lever left and right exporter, end vertical eft add ught exposed, Lumber DOL=1 W
plate grip DOL=1 W
4) Wwlde adequate drainage to pol rater pondmg.
5) Tons Ms loss been designed for a 100 Wf Whom tlw1011ve load noncnncurtent with art, other live bads_
6) -The Wss has been designed fora has cad of 28 per on lice totmm mold In a0 areas wlcere a rectangle T6 0 bar by 2-NT undo
WM M between the Wtbm chord add am poor memcers
7) Graphics! pudln representation ti does not up, the sae lithe orlenlabon of Me puNn Mining Me top ono/or bloom and
B) Hanger(s) or other connectiondevlce(s) shall be gwbW sul0�td W supWd mncmllated bad(s) Gt2Is dmvn at 2-012 632It
duvn at 4T,12 632Is down at 6412,632b Mvn at 8012 632 b Wwn at 10 12, 632 b dawn al 12U12 44431b down at
141-0,1146 b darn and 7HI, up at 16812,and 11461b dmvn and ]6 b up at 18-0 2r add1146 b down and ]610 up at
2 12 on bottom clrord_ The OeslgNselec0on of such canetran deval s the resWnsldlily N others.
LOAD CASE(S) Standard
rCpneminn on —v
/ Awn -vemv r
MARCOS A. HERNANDEZ
....t......................:....
113878 i...
COR F-12513
November 15,2024
MiTek'
,,d octl Mass Coup,
Jab ITn« �Tvss Type Ory IPIy
N/m KI 9 R85361639
oNIT-16825 BX05 FIAT GIROER 1 J Job Reference/pgpnalj lx ThU Nw 1E 1050-E62➢26 Pa9e2
Builders FimS—(Cana ,TX), Cauo n, TX- 5006, 630s 26ID20 MR
ID VUBvd Y9WHs NHysBM-s 7 I .B7OHg3N59P,L6 3ulT GMD.IJ4 JCW
LOAO CAM(5) Glan0arU
1)Beatl+Rm1 Llve(MWnu )Lumber ln[rea -1 00, Me Inrseaul CU
Undom Loads (p0)
Vert t-00=125, 1110 10
Lo rc nlralea Loads (lb)
Vea 13=6J43(B)21=2 (B)22=-290(B)23= (B)2G 29o(B)25 290(B)26= 90(B)2] 1146(B)20=11M(B)29 1146(B)
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MiTek®
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,F,=11A1,s Kn=�
Jab «
UNIT -16825 N/III BmXO6
Builders HrslSaace(Carta ,TX),
3 a-v
3 a-v
SPEChIt
R15M 140
ROOF GIRDER
4
Carto&oq TX-5006,
Job Reterence[[pp� ))
630s 262➢24 MBeKiKdbsl�M"s,Ix
ThU Nw 141650.452➢24 Pagel
ID:VuBm YgWHs
NHpOMmn 7FIE' sB70Hg3NSgPWL6 3ulT GMD.IJ42JCW
12d
10.]-10
141.
1S10.W 17A 12
19610 21-aL
] 5fi
33fi
3-S6
1IT14 1-9-14
1-.14 z-1-fi
5®@=t3d
2x4 II
5v8 = 3x0 = 4I = MI Ixa = dxfi
2 AAAA Sx8 = Mfi
1521 5m 5211fi 3 ISZi ISZi 4 P Zi 521 2015� 7 rg� IiA0
Lu
18 21 1]22 1fi 23 15 26 25 16at 13 n 122S 29 11
dx5- SaB- 1v12MmMS= 3xd= US R,
5x6
1614 12i 1.710
14 IS
17a-12 21AL
3816 ' 33fi 33
3-%
}7-12 }11d
Plate Oflsets(X Yl- It02-12 GA�l 12=0,24H 1120-1�024H R50.3A 0.241 170-1-120-2-81
LOADING (psi)
SPACING- 11 U
Cap
GEFL. In
(bc) VaeO U.d
PLATES
GRIP
TCLL ]00
Plate Gap 00L 1 W
TO046
VMdLLj -020
tit >959 480
MT20
22N193
TCDL 250
LumMr DOL 1 W
BC 081
Vea(CT) -042
tit >611 240
Mi8AH5
1861 79
BCLL 00'
Rep Stru Ina NO
WE 057
Hvd(CT) 00]
ii Na Na
BCDL 100
Cnae IR=117P12014
Maim -MS
WIM(LL) 004
14 >999 240
Weight 5931b
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x6SP2400F20Eor2x6SPDSSm2x6SPM31
TOP CHORD
2L-0CCWalns(6HDmax)1-10,exceptend seKals-
BOTCHORD 2x6SP 2400F20Em2n6SPDSSor2 SPM31
BOTCHORD
Rapid ceiling directly applied or l To oc Mach,
WEBS ad Sp No 3'Fne r
1-18,10.11 2x6 SP2400F 2 DE MM SP DSS or 2x6 SP M 31
1-17,2 TtF3-14.4-13: 2nd DF 24WF 20E crW SP 24001`2 OEor 2x4
REACTION£ pme) 18=65A, 1T oSS
Max�3 1 Harz 81(LC 19)
Max.
FORCES. IS) - Max Car, W. Ten. - All aa,, 250 (Ib) or kiss except wlren sOwm.
TOP CHORD 1 18=9415/0,1 2 179490 2�2&MW 3-0 113110, 4-f 26964,0, 5{ 2696410,
6�1599910 Go-159MR) 910=-60w, mTT-B11N
BOTCHORD iT-0FETID 035, iSi7=(%7W12,14151 V., 18-14,0ol P1, 12-1.1548,
1-02-08396
WEBS 1-171/18716,2-17--6UM,2d5-01 II430,3-1�19W0, 8-14=0132184-14=5Ptl98,
4-13-1628/0 513=10I2N, 6-13,0a338, 6-1Y 751W0, 912 0110301,
9- it- 10405111
NOTES-
1) 4pty RUSS to m Connected together wM 181 IT 131° X') ands as mfiowS
Top E mras Connected as follows 2x6-2 rows staggered at 0.M C[.
BoMan chords connected as Ann. 2x6-2 rows sWggaed at0. RC
Wets connected as toMxs 2x4 -1 row a 0 91 OF
Attach TCw1jcCd Wfts(ASTMA307)IntaeC me ataememberwM sM al ac
Attach BCtd Red.. hads(ASFMA30])In Ne cenix oPNe memherwMasaers al40-B o[
2) N bads are considered egin0y appeal In all plies, except R acted as had (F) whack (B) (ace In 8n LOAD CASE(S) section- Pty to
py Ratr cLons have been pmvMeato distribute only loads noted as IT) a(B), unless Caravans, bdlceled
3) Wind - ASCE 7-16, Vu11=1lSmph (3-sttwid gust) VasdSimph. TCDL=6 Bpsf, BCD1=6 Opsf, haaq B=45$ L=40T, eavc=5fl, Cat.
II. Eon C, Endosed MWFRS (dRecdonal), cenHoSer left and MM exposed. aM vedical left mq Fight exposed, Lumcer DOL=1 W
plate gnp DOL=160
4) Prwlce adequate dmhage W prevent water pondmg.
5) AS plates are W20 planes unbss Nhawse indrcated
la -
6) Ths truss s Been desigfor ned a 100 WWhom clroN �c live load nommunent with any other live bads-
77•This Russ has treed
desg Vfora Ee'redof 20 pea on the hotbm chad in a0 areas vaned, a rectangle 3b0 de by 2-DO vitae
tallFit behimen Me -i chord and any other members-
8) Load Easels) i, $ 3, 4, 5.6. 7, 8, 9, 10, 11, 12, 13, 14, i$16, P, 18. 19, 20, 21 T2, 23, 24. 25, 26, 27, 28, 2% W, 31, 32 ha9have
ce hn moolded. Buming designer must review bads W verify pat they are coriect Wrthe (Mended use orthis Russ
Ironiv row nre MMnndoe[IMtsend]tipsoeormeom eonntmeniminawnmemoannmrnonnmrnnM
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MARCOS A. HERNANDEZ
....i......................�....
113878
COR F-12513
November 15,2024
MiTek®
Jabvss �TvssType pry PIy
Bl' R85361600
UNIT -16It 25 BX06 ROOF SPECWL GIRDER 1 Job ReterencGlgq� )
Builders FlmiSwace (Cart ,TX), Cart001oq TX-5006, 630s 262➢20 NUT fidLsOifs I— Tbu Nav 11105O052026 Paget
ID VuBv YgWHs NHpBXosnR]F WsB7OHg3NSgPpL8w3ulT GMN DC IJOJCJI
ill
10) Hangm(s) or order Connection denace(s) shall be provided sul&knt to support Concentrated dal 156Ib dawn all 27 to up W Ol and 156Ib down all 22Ib up at
215-0 on top Chord, an 100 to dawn and 21 Ib up at 28121W2 d Ib mot andW2'm to66 ]t Ib up at col and up at 1$ to02 Wmmll dadd to up at
8A lud"Mdown and 21 to up M 1" 12 1 W2 is down and 21 to up al 12812, 1002 Ndmm and]t to up al 1" 12, 1 Oo2 do down and]t to up at 16 12, all
IM2 to down an]t l0 up at 1El 2, and 1032 to dawn and 21 to up at 20812 on WBom or chd TNe"ousektllon cu of Sol nncdan d eendrel its USE
responslbl dy of ardms
LGao Gnse(6)
1)Oead+ Rmt lrve(11a6rrczd) Wmcef herbase=l 00, Plate lncreard lOO
Uniform Wads (pm
Ved 15 2],&1o=-A5. tt18=10
Concermaled Wads Qb)
Vert 1=15610=15613=100l 21=18a2(F12 -10o2(F) 23=1o0z(F) 2a=-roo2(F) 25=-1 W2(F)26=-1802(F) 2]=18o2(F) 28=1no2(F) 2Y--1002(F)
2) Dead +O 75 Roof Food (balanced)_ Wmber increase=100, Plate Irerease-100
Undmm Loads (pl0
Verb 11`1O""N' 11-18=10
Loads (I Concentrated Loab)
Ved
:1=-18210=-13213=-Bi5(F)21-A15(F)22- 15(F)23 815(F)2a= 15(F)25-315(F)M6 15(F)27�15(F)28=815(F)2� 15(F)
3) Dead+Uninaintable a01c WMou1 Storage Lumber Increasct125 PN@ Imrease=125
Undmm Wads (pm
vert1 15],0- to- -zs,11-18=20
(aocentated Wads pb)
Vert1=5510,-5513=318(F)21�1 B(F)22- 318(F) 23�31 Ell 20=318(F)25 lrrfl26- 318(F) 27�18(F) 28�18(F) 2R-318(F)
0) Dead! +06 MWFRS Wind (Pas_ Internal) LeK Lumber Increase=1 W. Plate Imfease=160
Un0 nd Loads (pin
Vert: 1S 119, 520=13,10-2R9,11-18-6
Haz 1-18-8, 1al1-10
Concemated Wads go)
Verb 1=910=1313=6](F)21E](F)22=6](F)23=6](F)24-6](F)254i](F)�](F)2]=6](F)2�(F)29=6](F)
5) Dead +O 6 MWFRS Wind (Pas Internal) Rght WmLv Ime rel 60, Plate Inrdedi W
Undmm Loads (pin
Verb 1-19-423, 5l �61%&10=13, 1118=6
Hai 118- M 10-11-8
Concentrated Wads pu
Ved 1=1210=1113=67(F) 21E7(F) 2237(1`) 23=6](F) 2�fl 25=67(F)2 U`)2]=6](F)2 7(1`)29=6](F)
6) Dead +06 MWFRS Word (Neg. IMerrel) Led Lumber Ilxrea,160. Plate Imyl 60
Unibrtn Lolls (pin
Vert 15 15], 0-10=-25, 11-18-10
Hai 1-18-15, 10-11=0
Concentrated Loads to
Von 1=2]102713=1(F)21=1(F)22--]i(F)23=]i(F)24-]1(F)2i-]1(F)ffi 71(1`) 2]=]1(F) 28=71(F) 29=71(F)
T) Dead +06 MWFRS Wind (Nor Internal) RyM Lumber bourse =16O Plate xreal 60
Uniform Loads (pin
V. 15=157. 5-10=25. 11-08=10
H.1 18-A 10,11=-15
Cmrcentrated Wads pb)
Vert: 1=2TW-2]13=]i(F)21=l(F)2 71(F)23=]1(F)2471(F)2C>=]1(F)2 71(F)27=71(F)28=71(F)29=71(F)
B)Dead+06M1WRSWmd(Poor Internal)ls PaalleLLumber InereaseAW Plate Increase=160
Unform Loads (pin
Vert: 1S 420, 510=12, 11-18--6
H. 1-18=13, io-11-13
Concentrated! Wads go)
Vert 1=1010=1213=67(1`) 21E](F)2237(1`) 23=67(F) 2afl 25=67(F) 2sfl 2T=67(F) 2a37(1`) 29=67(F)
9) Dead +O 6 MWFRS Wind (Pas Internal) 2nd Paallel Lumber Increasol6O Plate msal
Undmm Loads (pin
Verb 15=627.5-10=5.1119-
H.1 18=13, 10-11-13
Concalrated Loads put
Ved 1=1310.1013=6](F)21E](F)223](F)23=6](F)2�T)25=6](F)a6 (F)2]=6](F)2 7(F)29=6](F)
10) Dead+06 MWFRS Wlml (Neg.IMemal) 1st P dd1d1 Lumcer Increase=l W, Plate Increase=160
Unarm Leads (pin
Ved.1 5- 4fi7, S-ID=-251118=10
Hod, 1-18=7, 10.11=]
c0nremrared Leads (to)
Vert 12] m=2T 13=]l(F) 21=]t(F) 22=]i(F) 2Y71(F) 2a=]i(F) 2S-Tt(F) 26--]t(F) 2]=]t(F) 28=T1(F) 29=]t(F)
11) Dad+06 MWFRS WiW (Neg.lntemal)2nd PamlleF Lumber Inoeade=160, %ate Ixrease=160
Unarm Leads (p0)
Vert 15=-057,510=-2511-18=-10
18=],10-i1=]
Concemrated Loads (to)
Vert .14]1D=2nY]i(F)21=]1(F)22=n(F)2YT1(F)2a=]i(F)2S-n(F)25=i1(F)2]=]i(F)28=T1(F)29=]i(F)
12) head_ Lumber Increasd,090, Plate Ircfease=o 90 PR ml 90
Umfarm Leads (pit)
Vert 1S- .510=-2511-18=-10
C Chtrated Leads (to)
Vert 1�o10= Gl1 253(F)21=253(F)2Y 3(F)23=253(F)24 253(F)2F 253(F)26=253(F)2]=253(F)
28=253(F) 29=253(1`)
.... I ...... I
Mor
[rdi
UMMISI CS, .1
Jabvss
Type
Dry
R85361640
UNIT -16825
BXO6
�Tvss
ROOF SPEChIL GIRDER
�PM
1
4
Builders FrslSaace (Carta
,TX),
CartOCbq TX-5006,
Job Reference[p�1p Ij
630s 262➢,1..1 iKd150iAS,Ix ThU Nw 141450.452➢24 Page3
ID VUBm�YgMHS NHysBM-s 7FI .B7OHg3NS9P,L6 3ulT GMD.IJ4 JCJl
LOFO 0113E(B)
13)Dead +075 Rw1Llre(al)+ 0]5(06 MWFRS Wind UNE,. lnt)LED) Wmbec ONEease=160. Plate lnuea,l NO
unRmm Loads (p8)
VeM1 1s 510,5-10=1011-18=-10
a Ho1-1e=11. 1O11�
Concentrated Loads db)
VFRL 1=1810=1913<3(F)21=33(F)22�3(F)23=33(F) 24=33(F) 25, 3F)26=33(F)27= (F)28=33(F)2'F9(F)
14) Dead 10 T5 Rwt Lire (Ml.)+0 ]5(06 MWFRS Wind (Neg. Int) RyMr Lumber Inueaae=160, Plate Increase-1 W
Wdorm Loads (p1I)
Vert1 5=-510 540=-19, 11-18=-10
Hmz 1-18 ,1011=11
Goncenbared Loads DID)
VM.1=1810=1913=33(F)21=33(F)22�3(F)23=33(F)24=33(F)25�F)26=33(F)2z-13(F)28=33(F)22W(F)
15) Dead 4 0 75 RoU FNe dal) +0 ]5(06 MWFRS Wind (Neg Intl IA Parallel) Lumber Increase-160, Plate Increase=150
unrtorm Loads DAR
Vert 1-5-510, 5-10=1011-18-10
Holz 1-18�, 1O1"
c«memr4tM Loads DID)
Vert 1=1810=1913(F)21=33(F)22=33(F)2T33(F)24=33(F)2533(F)26=33(F)2]-33(F)28=33(F)2' (F)
16)Dead+0]5RC LMe(Wi)+0]$06MWFRSWM(Neg_In[)2nd Parallel)_Lumberleneas,1E0,Plate Inuease=160
unaorm Loads (DID
Vert 5- 510 510=-7811-1E=10
Holz 118�, 10.11S
Cmcentated Loads DID
Vert: 1=1810=1913 (F)21=33(F)22=33(F)2Y33(F)24 M(F)25M(F)26=33(F)27 33(F)28=33(F)2K U`)
12) DeM+06 MWFRS WIM Mm. LeR LumMTlncrease=t 60, Pla@ Ino ase=1 W
uMorm IF=(plg
Vert: 1b=d98, 5-10= ,11-18=b
ME, 1-1"
Concentrated Loads Pb)
VIRL 1=910=913=44(F)21=44(F)22=44(1`)23=44(F) 24=44(F) 25=4RF)2f fl 2z=44(1`)2BA4(F) 23ddtF)
18) Dead +06 MWFRS Wind Min Raid Lumber Imieaae,1 DO, Plate Increase-160
Uniform Loads (pfl)
Vert- 1 5--0 .510-6,11-18=6
Holz 10-11-8
Cmrenbared Loads DID)
Vert . lS 10=913=M(F) 21=44(F) T2=M(F) 23=44(F) 24=44(F) 25=44(F) 2644(F) 22=44(F) 28=44(F)29=44(F)
19) Revttsal. DeM+06 MWFRS Wnd (Pas_ Intemag Left Lumber Inuease=160, P6@ lm se=160
Uniform Loads UAQ
Vert 1-5-119, 5-20=13, 1020=%11-18-6
Holz 1-18=81011=10
c«memr4tM Loads (ib)
Vert 1�o10=6013=211(F)21=71(F)2 271(F)23=211(F)24=211(F)2F 271(F)26=271(F)27=221(F)2 2]1(F129=271(F)
20) Re venal DeM+06 MWFRS Wmd (Pas_ Intemag Rg11L LumMi lenease=1 W, Plate Increase=160
Uniform Loads (ql)
Vert.1-19-423 '
S19=419, 510=13, 11-18-- 6
Ho¢ 1 118=10, 611-8
Cmcentatetl Loads (I d
Ved: 1�010=6013=271(F)21=271(F) Y271(F)23=211(F)24=211(F)2. 211(F) 271(F)2)=211(FI
28=211(F)2!)-211(F)
21) Rev.I Dead+06 MW=RS Wnd (NFd IMemall Lefl- Wm� Itxrease=160, Plate Increae=160
UMmm Loa05 (pll)
Vert . 1� Vi7,510=251118=10
Holz 118=15, 10-11-0
CmlcentrmM Loadspb)
Vert 1-1610-W13=261(F)21=26](F)2Y--26](F)23=261(F)24=262(F)25=26](F)2G--261(F)2 62(1`7
28=267(F) 29=26I(F)
ZU ReaRsal- Dead +06 MWFRS Wnd (Neg Internal) laglR Lumber Increase=160, Plate InCrease=1GO
UMmm Loads (qg
Vela 1s -457, 5-10=2511-18-10
Hoa 1-1", M,11=15
concentratM Loads db)
VIRL 1-1810-4a 13=261(1`)21=U(F)2r 261(F)23=267(1`)24=262(F) 25-262(F) 2 262(F)2] 62(F)
28=267d') 29=262(FI
23)Rev ) Deal +06 MWFRS Wnd(Pos_ Internal) tat Parallel: Lumber Increase=l W. Plate Inctease=1RD
Uniform Lonna W
Vert iS=-020, 5-10=12, 11-tB=E
Ho¢1-18=13,10.11=13
CrnceMated Loads (lb)
Vert. l�Dl�013=271(F)21=211(F)2Y211(F)23=2zi(F)24=211(F)2F 211(F)2 271(F)2z=211(F)
28=27i(F)29=211(F)
24) RetRaaal Dead+06 MWFRS Wtnd (Pos Internal)2nd PaalWl Lumberincreasct160, Plate Increase=160
Uniform Loads (pal)
Vert 1-5=-027, 5-10=5,11-18-fi
Holz 118=13, 10.11=13
-114
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Jabvss
Type
Dry
R85 61600
UNIT-16825
BX06
�Tvss
ROOF SPECh1L GIRDER
�PM
1
4
Builders FirslSwace (Carta
,TX),
CartoCbq TX-5006
Job Reference[p�tp Ij
630s 26ID20 MReKiKd150VS,Ix ThU Nw1E1050.052➢26 Pa9e0
ID Vu&n�Y9WHs NHysBM-s 7F W.B70Hg3N59P,L6 3ulT GMD.7JO JCJI
LOFO 0113E(S)
Cmcemratea Lwds (lb)
Vert l�Dl 6o13=2T1(F)21�71(F)2 271(F)23=2n(F)2�2n(F)25=22t1(F)26=2n(F)27 271(F)26=271(F)29=-271(F)
25) Rever
sal Oea]+06 MWFRS Wind (N } IMmenu 1A Pamilel. Lumber 1mm,ere=t 60, Plate Inormm,l W
Unrtmm Loads (PH)
Vert 1
5-'b"'5lu=25, 11-16=10
Ho¢ 118=], 10.fl=]
CmceM2tetl Lords Ub)
Ve0: 1�810=0813=26](F) 21=26](1`1 Y 267(F) 23=26](F) 26=26I(F) 2.—26](F) 2f 26](F) ZI=261(F) 28=261(F) 29=26](F)
26) Revttsat Leal+06 MWFRS WW (Neg lineman 2N Pmallel. Lumber Increase=l 60. plate lmrb s l W
UidMrm Loads (qn
Vert 1s= 7,5-10=2511-16=-10
Horz 1-16=7, 10,11=
Conceinmrm Loads db)
Vert 1-1810-161 a=267(1`)21=-267(1`) 2 267(F) 2a=267(1`) 2n=267(1`)25=267(F)26=267(F)22=267fl26=267(F)2s=267(F)
9) Reversal Deal +075 Root Lee, Nil )+o ]5(06 MWFRS Wlnd (Neg Im) Led), Lumber muease=l60, Plate Increase-1 W
Unarm Loads (qn
Vert 1-5=-510, 5-10= 78, 11-18=-10
Horz 118=11, 10-01=3
Cmmelmded Loads pb)
Vert .1=10610=10613=685(F)21�(F)22�5(F)2�(F)2a�85(F)25 M(F)26�85)F)27�WF)28= 85(F)29�5(F)
28) Revttsal. Leal+0 75 Rmt Lrve (ml)+0 ]5(06 MWFRS AAn l (Nag IM) RgM): Lumber Increase=160, Plate Increase=160
Uniform Lords NIIN
Vert 1-5=-510, 5-10=1011-18=-10
Harz 1-18�, 1011=11
C enbmmd Lwds(lb)
Vert 1=10610=10613--685(F)21-685(F)Z!—N5(F) 23=-665(1`) 24-685(F)2 685)1`)26-685(F)27-685(F)28=46s(F)2 685)1`)
29)Reveuml Lem+075 Roof Irve(bal)+0]5(06 MWFRS Wind(Neg. Im) lst Paralled Lumber lnre� 1%Plate Imreas l60
Unrtorm Loads Nd
Vert .1 5- 510 510=-7B 11-18=10
Horz 118 .10-iiS
CmceM2tm Lords Uld
Ve0: 1=10610=106136135(F`)21--GN(F)22--Ei65(F)23=685(1`)24-685(F)25-685(F)26-6WF)21-685(F)26=485()29=L85(1`)
30) Reversal Deal +075 Rmr Irve dal )+0 ]5(06 MWFRS WYm (" Im) 2nd Pamllen_ Lumber ldmease=l6o, Plate Invea,l W
UidMrm Loads (qn
Vert 1s 510, 5-10=1011-18=-10
Horz 1-18�, 10,11S
Cooceinmrm Loads db)
Vert 1=1D610=10613=-685(F)21--685(F)22--EiN(F)23=685(F)2a-685(F)25-6N(F)26�(F)2T-685(F)26--685(F)29-6m(F)
31)Reversal Dual + 06 NFRS Wind Min Left Lumber Inreas l60, Plate lnmene=160
Unarm Loads (qn
Vert 1 5- (f8.510-6,11-18=6
Horz 11 8
eonceinrared Loads (lb)
Vert . 1�l1 6l�208(F)21=203(F)22=208(F)23=248(F)24 2E (F)2F 208(F)26=208(F)2]= (F)28=2E (F)2 208(F)
32) Ri,eeml. Lem+06 MWFRS Wnd MIn Rglit LumM lnmeas -160, Plate Incm�-1,60
Uniform Loads NIQ
Vert 1-5�8, 510-6,11-18=6
Horz 10-ll�
C enbmtm Lords(lb)
Vert 1�l1 613=248(F)21=2a6(F)22--2a8(n23=248(F)24 2a8(F)2`. 248(F)26=2a8(F)27=248(F)
28=248(F) 2�248(1`)
roea aie vwan,ae. MiTek®
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Jabvss �TvssType
UNIT -16825 C01 Ja kCluutl
Suffil rsH ASw,-(Cenu ,Tx), Carrolton, Tx - S`D 6,
d5 K2
21 0.13
a4=
2
4 S2
.2
oN PN
R85361641
10
Job Reference/pall IV, Inc Thu Nw 11 la. 112➢24 Page 1 630s 262024 MD
ID VUBmdrGYgWHs%WNNysBXBsnR]FTC'MSBTOHg3N5gPgnL6W3uIT1(bGKNSCBriIJ42JCW
6515 a21.
-
2013 b5
0]5 FIT Smn!=I In
2x4 II xv!= Ara II
3 4 5
dri"
4Ix
6
IF
LOAOING (ps1)
SPRCING- 2-DO
C51.
OEFL. In
(bc) Well W
PLATES
GRIP
TCLL 10D.0
Plate Gip DOL ice
TC
021
VeMLL) -0@
] >999 480
MT20
2441190
TCDL 250
Lumer DOL 1 W
SC
023
VaMCT) o0
T8 >999 240
BILL 00
Rep Str or Ina YES
WB
037
MOB:T) 001
6 Na wa
BCDL 100
Come IRC2021fTP12W4
MmUcAS
WIM(LL) Go
T >999 240
Weight W 10
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15Em2x4SPNo1m2w1SPSS
TOPCHORD
ShucM2l wood sheathing directly
applied. except
end vemlrals
BOTCHORD 2x4SP1650F15Em2x4SPNo1m2WSPSS
BOTCHORO
Rlgltl ceiling directly applied.
WEBS 2x45P No
REACTIONS. (see) B=MeclNnraL 6-YAechanral
Max M. "2(LC 9)
Max UPIM 8=66(LC 8). 6=70(LC 9)
Max Gray 8=1156UC 1).6=1156(LC 1)
FORCES. (M) - Max ComplMfit Teo- All brces 250 But or less except wlren shed.
TOP CHORD 2�12753E8, 3-0 1274/352
BOTCHORD ]�38911WT67T KP14966
WEBS 2�1346M17:2-7 VV362,3-]--M3fl( ,4T 10]142],46 1316b16
NOTES-
1) Wnit ASCE ]-i6, VuV1Mmph (3-s g gist) VasmSImpc TCDL=6 Opsf, BCDL=6 � Opsf, h00; B=45$ L=40ft; eavct5ft, Cat.
ILExp C,EWos ,,MWFRS(dlrec0Dna0.aWC Comer(3)zone;cantileverle andfightexpose .endue lleftaWMM
expov.V;CL for memMxs add tortes 8 MWFRS fir reactions shed; Lumber DOL=160 plate gap DOL=160
2) Prowie adequate manage to prevent water ponOmg.
3) This trusss b Ids desclwN gnem for a 100 per Whom live load nonwncunent with any rather Imaes
4)'TMsnear has teen designed for a no, lead of 200,1' on the bottom chmm In all areas where a rectangle 3 tall by 2-0 vide
WR M national the Whim chord add am o8cer memmers_
5) Refer to gumerts) for tress to mass connections.
6) PmvMe mechanical connection (by olWrs) of truss to neming plate capable of withstand! Ing 6611 uPIM a joint and 70 M uplift a[
JDIM6
T) Thin truss de,gn requires Nat a minimum m 7116" structural woW sheathing he applied directly W the Np chord and 12" gypsum
sheenock W applied the" to Me Whim cWN
n..
COS A. HERNANDEZ
..........................
113878 -*—
COR F-12513
November 15,2024
—gemroqaea is Ya-le wan,se
MiTek®
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4
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.1ac611111Mue.s—
Jabmss
UNIT -16825 CO2
Builders HrslSeuM.(Cau ,TX),
1 hfi =
City
PN
R85 61642
ROOFSPECLFSUPPORT
22
1
C.R.., TX-5008
cG1q )
630s 26024MRei fidLsO�f's, Ix Thri.- 11 Pt E0.452➢24Page1
IO:Vu&ndKGV9WHs
NHys8XOsnR7F W.B7OHg3NS,P,L8w3ulT GMD.7J4 JC�
&iPd
&t0d
tCo 12
...-1111
zx4 II
z.4 II .4 II
z
3
4"5 =
a E
0 9 8 fi
z.fi II z.4 II five = z.5 II ms = zr4 II
stll-0
atw
LOADING (psi)
SPACING- 2-0U
CSI.
OEFL.
In
pact, k2 Oil PLATES
GRIP
TCLL 1000
Plate Go, DOL 1 ad
TC
045
Ved(Ly
Na
- Na 999 MT20
2"190
TORT 250
LumMr DOL 1 Ed
BC
0JS
Ved(CT)
Na
- Ne 999
BOLL 00'
Rep StressIna NO
WE
067
HvE(CT) -0.W
] Na Na
BCDL toe
Code IRC202iTP12014
Matrix-P
Weight 491b
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4SP1650F15Eor2x4SPNo=SPSS
TOP CHORD
Structural wwd sheaming dlreMy applied a S]-2
oc pudlns,
BOTCHORD 2x4SP1650Ft5E,oa,[SP
Not aw SPSS
except eM veNcels.
WEBS 2x4 SP No 3
BOTCHORD
Rigid ceiling directly applied or 64, 0 oc Mating_
OTHERS 2x4 SP No 3
REACTIONS. All trearngs 8-104
(m)- Max Ho¢ 11=82(LC 29)
Max Uplld Allup8d100morlessa,nt(s)Gexcep111=1000(LC2]),]=1301(LC30),8=12%(LC2]),
" J BFC 30)
Mar G. All Radom 250 In or less alfolm(s) 6, 10 cept 11=1032(LC ME) 1425(LC 31T 8-VOULC 34),
9=1090(LC 31)
FORCES. Go -Max Cam, M. Ten.- All brti525D Vid or less except wlren sh.
TOP CHORD -11=106W100],YY-124Y1244,2-3�512]515,3d=1i92/1182, 4.�-59W593
1
BOT CHORD t'T11-M 265910=-9400%558-9=551515,]A=-081O41,&7- 99/584
WEBS 47--55&218,3»=139]H380,2-9=]OV2]i, 1-1Y 16301167541Y 1620(1665
1]=-132VNINI
NOTES-
1) W"d R-
ASCE 7-16; Vu115mph (3secmS d gust) VasdimpftO ; TCOL=6 psf, BCD1=6 Opst, d MM, B—CA, 1=40d; eav,2R, Cat.
T
'
ll;Exp0 Enclosed; MWFRS(direLLonad add CC Comer(3)Arne, Fordicsa left and Right exposed; end vertical left aM ML
posed,CL pr members ad faces 8 MWFRS for reactions sham, Lumber DO1=1 SO plate gdp DOL=t 60
2)Tmss desgredrorwlM bads mtlre prone ofine wss onry_For surds expdsedmvnnd (roWalmme rax), see smmad lndusby
Gable EWD im asappll bM,orconsWqualhdM mgdesglrerasperANSOFPI1.
_�S�OF r,.
3) Provide adequate dranage to prent water Pon fing
p. 1
yS: 9f
4) GaMe gmres contmwus hNlom MONea bn J.
i 11
5)TmsslOceNlry streamed-0-race or securery Graced against lateral movement (le_degonal web).
�jaMJ1 m 1
6) Gable studs spaced at 2-0L oc
r //� w
]) TIRE truss has been dean For a 100 psr hotlod clroN live load nonmavnenl with any FBwf late bads.
...............................I
8)' The buss has hem designed for a eve Wad of 20 opaf on me hotmm chad In all areas where a rectangle 3 0m9 by 24M wane
/MARCOS A. HERNANDEZ
wR m retweeR me honour clwm am any miter memcers_
••••:...................... •••
9)Prwlde mellamcal annemot(byRoom of Was m heanlg pte capable Of vnmsiaMing WID m upirl al pinks)6except Ql=m)
11.3878
II
<4EN5EN�::a�i
10)Tns Wsshas0 uWWaDOL-BW)PWWgnp OOL--H 33) Cemrecl Wsstoreslst
OA;.
ndeg�foratdldmgloadof300ptl
11�`SS�QNALG`�
drop bads along Cetlom Chad Won" 0 to 8-t&4 for 3000 pll
COR F-12513
November 15,2024
G V"Msi,paMmetrnm4R�NeTesnNTISMaINCURRED MRexREFERENCE RACE MHR,MI. loWN3e�ORE Far,
,wA
Millny
a',yym,u wweM gu ��
u
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dirry'en amtiwnalmm'ePtrnunl
one acsl BMMM CompMowt salary eRom�fim -pue rmmve StMMrelaoMng Oompmeol pour. be-Matle
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yts]ss1111M&Mwarnn
Jabvss �TvssTYpe Dry PIy
g(1 R85361643
UNIT-16825 D01 JACK-PARTIALSDPPoRT 2 1
JNa N.W_cGlq ,
Builders Hrsl3ource(Cart ,TX), CartoCbq TX-5Wb 630s 262➢ct MRei fidLaO�F's Ix RM Nav 1414 Ed 46 2024 Pap
ID VuMv YgMHs NHys8XDmn 7FTCWsB7OHg3NSgPWL6 3ulT GMD.7J4 JCW
R10.8
]1.
. 12 brain, =1.146
_ Md hd
1 3Fb- 2—�� 3 � I 5
�AI^I
. LL�2=
u
10 9 8 ] S
2.. MR68=
0.8
Plate Ofiuts (XY1 ]03803-OI50.3A 0.-01
LOADING (psi) S-MNG- 21 U C51. OEFL. In (bc) I= Oil PLATES GRIP
TOLL 10DO Plate Grip DOL 1 or
044 Veri(LL) Na - Na 999 MT20 244I190
TOOL 250 LumMr OOL 1 W BC 011 VeRl Na - he 999
BOLL 00' Rep She's
tru Ina NO WE 062 HagCT) oho ] Na Na
BCDL 100 Cade IRCrCVTP12014 MaOk-P Wb ht 41 Ib Flt- 0
LUMBER- BRACING-
TOPCHORD 2,4 SP 165OF 15E orat SP No 1 M2W SP SS TOP CHORD Structural wwd sheaNing dlreM applied or S9-0ocp rind,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP Nd MWSPSS except end vatrcels.
WEBS 2x4SP 103 BOTCHORD Rigid ceiling directly applied a 6R)0 oc lancing.
OTHERS 2x4 SP No 3
REACTIONS. All treadngs ]-IDA.
(Ia- Max Kra 1o=]3(LC 9)
MaxuplM Al plMlooloorlessa,nps)Gexcep1101055(LC2]),]=1143(LC30),8=n44(LC2]),
9=10V(LC30)
Max G2v Mire iom2501borks atjolM(s)6exceptlD=1093(LC34),]=12r5(LC31),8=1256(LC34),
9=114](LC 31)
FORCES. (Ip)-Max Conry.RAax.Ten.-All brti5250 (IU)orkss exreplwlren stiwm.
TOP CHORD 1-10=1121I1063, l Y 99 95 2 3-b2]153o 3-0 118911179, 4-5�W580
BOT CHORD 9-10--63Sepi 8-9-5]1529 ]�]6Y 20 F]-ti`94581
WEBS 47-381217,3»l2S12552-9=51WI8,1-9=14]111516b]71701117M
NOTES
1) `hand. ASCE ]-16. Vu 115mph (15 d gust) Vasil Jtmph. TCDL=6 0psf, BCDL=6 0ps. h�R, B=45$ L=40R, eav M. Ca[
11, xp C,Emlos .MWFRS(dlredg aed CLCmler(3)zone,mntlieverle and Mhtexposed,endved is Rated M %
pnceoC-0 Mr memOers addtomes 8 MWFRS ro deetud , sdmvq ITSMI DOL=160 plate grip DOL-I UP
2) Truss desgred MrvnM beds Mtineplaneorinetrussonly For M1 exposedtomnd(muralto Net ),see S1MaNIndu,y
Gable EM D l5 as appllcabe orcons N qualMed Willing desg�as per ANSIrtPI 1.
3) Pmvlde adequate dmwge to prevent miler ponfing.
4)GaMe regalas warranties NOW m [M1ON bearim]_
57 TmssMcerully sneaMed rpm pre race orseryrery oaced against lateralmwetren[pe.degonal vey). yS: 9S 1,
6) Gable sNds spaced! at 2"d oc / 1�j
]) The Voss Ms been desgned r« a t o O Red lwBom clroN live load nonmrcurte! with any other live bads_ jr;' //� •':il/
8)-This Was has be desg VMra Ee'mdof 20 opst on the Cofom chadm a0 are as wMe a rectangle 380 MR by 2-DO vnde /••••••••••.......... ......0....E
wfi M Schaper the bottom cMN all any otlxx members_ /MARCOS A. HERNANDEZ.,
9) Pmvlce memamwl burecran(by oMers) or truss m heading plate capable m wthstaMing too lb CRT atjoint(s)6except 01=I0) . ...........................••.
10=1055.]=11aa. 8-11M 9=1034113878
'10)dung bads almglwMmThis Was he Iran [hatf.m0.00to]-0oAM WD 0 ff plr cer ooL=(ia3)PlaM qnp DOLgla3)connm Wss to resist /111Pp�;: GCENSE�&i
11\Pi.... A....
COR F-12513
November 15,2024
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UNIT -16A 25 N/II-s Ja kCluutl
SuIMers Firsdtw—(Ceuu ,Tx), CamoBon, Tx - S`D 6,
2-1-6 31t-0
2-1-fi 1-T14
21 =
I
oN PN
R8536164d
1a 1 ) Job Reterence/p.-11s0�F" s, Ix Thu Nw 141450. I. Page 1 630s 262024MD
ID VuBv ygWHsxc6NNysBM-s IFICW/ 70Hg3NSgP,L6 3ulT GMD.7J4 JC'll
S42 ,dra
1314 2-tE
02512 5 rx-1.146
32.4 II 4. = szx4 II
LOADING (pst)
SPACING- 2-DO
Can.
CEFI_ In
pbc) Well Ud
PLAIES
GRIP
TCLL 10D.0
P6te Gip DOL 1-
TC
016
Vedi Tot
] >993 480
MT20
2441190
TCDL 250
Lumcer DOL 1 W
SC
019
lord ) T.
] >9YJ 240
BILL 00
Rep Strgs Ina YES
WE
o30
Hmz(CT) 001
6 Na Ida
BCDL 100
Code IRC202VTP12W4
MatrdA
WIM(LL) Go
2 >999 240
Weight 45In
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4SP1650Ft5Ea2x4SPNo1w2x4SPS5
TOPCHORD
SrrcN2l waod sheathing directly
applied. except
end verhals
BOT CHORD 2x4 SP
1650F t5E or2x4 SP No1 a 2W SP SS
BOT CHORD
Rlgld ceiling directly applied.
WEBS 2x4 SP No.3'Except'
id 2x6 SP 240OF 2 BE or 2x5 SP DSS or 2x6 SP M 31
RE cC ours. paxe) 8=05$ 6=M6Tahicel
Max H. 8=]3(LC 9)
Max UPS 8=59(LC 816 1UTC 9)
Max G2v 8=1012(LC 1), 6=1012(LC ¶
FORCES. ON) - Max Condo Max Teo- All faces 250 Uld or rose, except v.Ten showo
TOP CHORD 2�1092/J12 3-0=1091/316
BOTCHORD 7�44I8466-]-303I63]
WEBS 2�1155 74, ]= 7] , 3-7�OWlW, 4- 4I354, 4fr11421318
NOTES
1) Wind ASCE 7-16; Vu8=115mph (3sttmd gust) VasdSimph, TCDL=6 Opsf, BCDL=6 Opsf, h-�f' OR, BAST, 1=40ft, eavoi Cat
IL Exp C. ErcJoseh, MWFRS phoolarar, add C Contain)zone cantileverled and tight exposed , end veNcel left and Mht
ex,ronexi for members and forces 8 MWTRS for reactions shave, LumOer D01=1 Wprate gdp Di 60
2) ProvMe adequate drainage to prevent rater holding
3) That ands has
Been designed for a 1D 0 psf bottom tlroN live load nommncmreat with any other live bads_
4) -This Vass has teen designed bra Ee'red of 20 Opsf on the Isomer chard in an areas wM e a rectangle 3b0 tall by2-Do vide
vie fit BeMmed the Indom cnord add on, other memters_
5) Red, to Unclogs) for Vass b Wss mmcaens.
6) PmvMe mecharn al connection (by others) of Bass to tea ing plate capable 0f vnoataMing IOD b uplift at pints) 8, 6
]) Thin truss desgn requires that a minimum of 7116" structural wood sheathing be applied directly to the Top chord and 12" gypsum
sneeaock be aWhed the" to Me Wibm chord
^—SE FT
F �
.�.:.........................1
n.
COS A. HERNANDEZ:
....113878 ....;...�
1� �.nFSZ/CENSE'a."*,,% i
COR F-12513
November 15,2024
MiTek®
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UNIT -16825 QAN Fm01 Flom
BUIIaers Flmiswxee(Ceo ,TX), cartaNbn, TX - 5006,
91-0
H
13 N PN
R85361645
t3 1 ) Job Relere c21901s0ifs, Ix Thu Nav 14 M. V 2➢24 Page 1 63N 262➢24M W.B
IB:VuBm�GYgWHs%c6NNys8XBSMTFIC'/PSBTOHg3N59PgnL8w3uIT1(bGKNSCBaIJ42JC'Jf
9p
Ot
5 =t3fi5
1.31I
193 I�
and h5-
1.
FP- 46-
Sx6- SF-
2 3 4 5
6 T 8
9 10 11
R a
1I1
f25
,,, ,,4J{{II
2fi I®
dd
23 22 21 20
19 18
17 16
15
4xfi-
St6- 3x1➢.M..Fl-
4x5—
ffi— Gala—
DS SP=
4x5 =
2-90 1. T-a. I'll.
1. i
19110 21-1. i
2. 2TT 2L-0 .-d
1.
2d0 290
Plate Oflsets(X Y1 14tEMe.0.1-0I 11801-0Etbel 1190.1-0EMeL 1210-2AE
LR50-1A0-1411260-1-8
0.14cl
LOADING (psi)
SPACING- 2—CSI.
OEFL. In
(bc) VUefl "d
PLATE6 GRIP
TCLL 400
Plate Gnp DOL 1 W
TC 081
Ved(LL) -034
19 -7 480
NT20 220N93
TOOL 250
LumMr TOIL 1 DO
PC 0%
Ven(CT) -064
19 >4W 240
M18AH5 16-162
BCLL 00
Rep She Ina YES
WE 0W
Hoa(CT) 011
14 rea Ina
BCDL 100
CoOe IR=VTP12014
VMMxS
Wegnl: 117lb FT=20%E 11%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 or 2W SP SS(flA) TOP CHORD
Shuclu2l wood sheathing
UlrecVy appllM a&lo oc punlns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP No1 or 2W SP SS(flat) 'Ex[epY
except end!veNrals.
144N WDF2400F20Eor2x4SP2400F20Ema4SPDSS(flat) BOTCHORD
Rigid ceiling dlreNy applied
or 100-0oc Trading, Except.
WEBS 2x4 SP No 3(flag
2-2-0oc Mactng2,T 2
REACTIONS. (size) 24=058, 14 5-8
Max G2v 24=159WC 1). 14=159MLC 1)
FORCES. UldlMaxConr,Max Teo-Allbrces250 pb)orkssexcaptwlren rhmm.
TOPCHORD 2�2663M 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, 7Sb23110
8-� 699N, 9-11�52". 11-12=266M
BOTCHORD 2b24-C1529, 22-23�'374420 W526219-20=NW86, 1819=006231,1718-06007,
1817=0/526 ,1S16=09T45,14-15 1529
WEBS 12-14=-2159N,2-24=-2159N, 12-15�W i6, 2-23 1686111C 160M,
3-23=160&U,1 TTILOU 159, T2-011160 916= lecoo 4-22=1097N, 917 (S49,
4-20=M648, 8-17=591N, 520=591N, 818-15&537, 51Y--1W537
NOTES-
1 7 Unbalanced Boor uve loads have been cons 1eredlartlds desgn.
2) All plates areMT20 plats unless N ae da, indYa@d_
3) NI plates are 3x4 MT20 unless o hdmn nMkaled_
4) The Eabnraion Tolecance aljolM 21=11%
comm 5)Reend 2x65Bum]ba[ks, on edge, spaced at 10C 0 M,and fastened to each Buss with 3 Tool (0131"X
3")noila
Strolgbacksm te allacled to waled at Mar other enda or restrained by other henna
. L OF Ta`�l.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
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UNIT -16A 25 QANFF002 FLOOR GIRDER
rudders Lima—(Cau ,Tx), CamOBon, Tx- s006,
a1-8
H �;
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630N s MRei sO'xS, I— ThU Nav 141450482024 Page l
IOVu&nmTYg,NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC'/I
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5$le=t3fi5
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15 FP—
3xs =
zw II
3xs II
3x6 II
'1 2
3
4 5 6 7 34 8
359
30
29 2B 21
26
...,cum,FP=
..II
15x3 SP—
zxfi 11
3a6 FP-
raid
gas II sx6 II
.6 II 5xp H
2.6 II
3xfi =
1111. 11
12 13
16 15 16
17 18
19
o
25
24 23
22
21
M
.11
3x10 M18AH5 FP -
Plate Offsets IXY, 110"0ROOM 1190" Robot 125 XTG.Emel 03OLSO E 1R7 C2-12 EOoe1 R903-12 Eme, K20.1A 0081.[330.1b 0 MI
LOADING roD SPACING- 2-0U C51. OEFL. I.
par VUed Ud PLAWS GRIP
TCLL 400 Plom Go, DOL 1 W TO
064 1CMLL) -029 26 IS' 400 MT20 220/193
TOLL 250 Lumber DOL 1 Do BC 079 VeA(CT) -055 26 >468 240 'ISAHS MW162
BCLL 00 Rep Stress Ina NO WE 093 HaE(CT) 008 20 Na No
BCDIL 100 Come IR=VTP12014 Mafrh WCUIR 194lb FT=20%E H%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 1.5E or 2x4 SP No 1 Far 2W SP SSUEQ TOP CHORD Structural wood sheathing tiredly applied a 5 3oc purllns,
BOT CHORD 2x4 SP 1650F 15E or at SP No 1 or 2W SP SSAdQl Em¢pr except am veNeals.
2331,20282W BE 240OF 2 BE or 2x4 SP 24001' 2 OE or 2x4 SP BOTCHORD Rigid ceiling directly applied or 1 DO-0 cc b2cTg
DSSAat)
WEBS 2x4 SP No 3(fla)
REACIDONS. Doe) 31=(T!8, 20 S
Max G. 31=2054(LC 1). 20=1913(LC 1)
FORCES. go) - Max Compfi .Was, Teo- All ree5less, xce 250 MN) orept v.Ten shown
TOP CHORD 2�3944N, 3d=3951N, 4-6 7024/0 G-7=7W4N, 7d=9288N, 59=92B&0,
9-10=96 =, tO11=-vCRVQ 11-12�38&0, 12-13=-83800, 1Y15---64 m,
15-16�435N, 16-17=J653N, 1748=-=A
HOT CHORD 3031-02147, 293=015605272' 0/8247,26-27=0/56232&26=0/9628,2425,0/9090,
P 24 W,196, 21-22=015159, 20-21=011993
WEBS 1620=2687N,2-31=-2896/0,1021=&2329,2309Q528,16-21=2W4N,
430=2244/ , l6 22-0/1762, 4-29=0/1959,1322--1466N, 7-29=1690N,13-24=&1205
7-2711480, 8-27=599N,11-24=-1039/O, 9-27�953Z 11-25-0/112$ 426�7rN,
1025,41AD
1NOTES- pal ;10
1) UnbalanceJfloor We bads have Ceep constleretl forthls Jesgn.
2) All plates are MRO pMtes unless othetw¢e InOvafeO. _�� \\
3) All plates are 6s8 MT20 woes, oNmwlse IMkated! OF \\I
4)TheF tandlon Tolerance atjolm28-11% pS,,.......,Ffi 11
5)Recommend2x sbo Mck.onege,spsNa1"0 ocaWl en HtoeachtmsswMN 1W(0131'%3')nal6 i yt:• •4S 1)
Strmgbacks to be aVacled to walls at Mar order reas or hationam by other mean �
6) Targets) or other mlmeclun desire(s) shall be provltled sulAcentto support concentrated Faults) 25911, clown at 7-88, am 645 �f �7 •; �/�
Ib down al 92-12 on top chod The dngn/seletlron of such mmre[Mn dev¢e(s) is the responsFAM1y N others. ........................ t3
7) 1a Me LOAD CAS ES) second, roads applied to me race of the Ross are noted as from(F) or baa(B) /MARCOS A. HERNANDEZ.,
Loco cASE(s) slaa' /1 QQy 113878
1)Dead+Unifforrinoursp,(balanced): Lumber Increase=100, Plate hrcfease=l M) 'It 0,�;:</CENSE�'\1� '
Vert 20a1---20,1-19-13B 11, SS/ONAIE�G`�
Concentrated Leads go)
Ved: M- TA E) 35-ti`92(m
COR F-12513
November 15,2024
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Jab vss �Tvss Tym
UNIT -16A 25 F02A FLOOR GIRDER
mill FimtSaxee(Car ,TX), CemoCbn, TX- s006,
a1-8
H �;
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IUf Ss�� ) R8536164]
Job Retere c219pIs0�' , Ix Thu.- VI T1.482➢24 Page 1 630s 262➢2. MRei fidL
ID Vu&nmTYg,NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC'/I
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3xfi=
AS Glo=
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1 2
3 4
'
S ]
8
9
b 29
2B
27
26
ul
300MMONU FP=
w
3xt0M18rJISSP=
Wo M18AH5 -
�6 II
2xfi
3w FP=
2zti
1[fi
2. H
3xfi =
18 11
12 13 14 15 16
17 1.
19
33
2s
z4 23 22
21
56
UIDMUdgm FP=
t 5a SP=
z 48
vae
Plate Ofiuts(XYJ— 19034),Edges[t00.'1-0,0 l,[19&3-0,EOgel,[22 2$Edgel,[2402-0,Edge],[25a30,Edge],r2683-OEdW],[29"-0 .EdW],[300.5-O.Edge],
�31 Edee 0 TOI. M2 0 t-88-081. 1330 I- 04OU
LOADING lag SPACING- 2-Do CST.
oil n
(mc) 11 1 PLATES GRIP
TCLL 400 Plate Go, DOL t W TO 073
vmgLL) -035
26 N26 480 MT2➢ 22N193
TCOL 250 Lumber OOL 1 W BC 082
VeR(CT) -06]
26 >3&9 240 MISAHS 16WIU
BOLL 0 0 Rep Somas
ma Ina NO WE 097
H«](CT) 0.11
20 Na Na
BCDL t00 Cook,IRC2021RP12014 Ma0d5
Well 20311, FT=20%F, II%E
LUMBER-
BRACING-
TOPCHORD 2m SP 165OF 15E or 2x4 SP No 1 or 2W SP SS(flat)
TOP CHORD
Structural wand alcohol directly applied or-0oc Wdlns
BOTCHORD 2x4 OF 240OF 2 OF or 2W SP 2400F 2 OF a 2x4 SP DSSgIaG) Except'
except end vent
20,23t 2W SP 165OF 15E or 2.4 SP No or 2x4 SP SSUat)
HOT CHORD
Rigid ceiling directly applied a 1 MD oc dear,
WEBS 2x4 SP No 3(flat)
REACIBONS. Doe) 20=058, 31,058
Max G. 20=2099(LC 1). 31=37BWLC 1)
FORCES. go) - Max Comp Max Teo- All mrees 250(N) or F s except vT.en snovm_
TOP CHORD 2d7!etlN.3d=]553N.45—it48.V0.&]=11490(07T-1176]N.&9=117600
9-10=i128]N,1&11=-11287M.11-12=9560N, 12-13=956N01&15=]219/0,
1546=721910, t&9=-001SN, 17-18=A03710
BOT CHORD 3031=0/4o26, 283 11056,2]-28�/i lCm. 25-2]�/11287, 25261/11287,
2425=0/10476, 22-24-OM472, 21-22xv950, 21T211 195
WEBS 1&20=2961N, 231=5435/01&21=012592,23 4951,16-21=2314N,
430--tI54/0, 1&22 00029, 4 28=IX60D TT2Y 1729N, 7-28=32VT 13-24=0/1471,
&2]�51/$ i1 24 IMCJO, 9-27=0/1140. 1i-25=N1498 426=4TDT 1&25=-59M
NOIEs
1) OnOalanced floor We leads flame been considered for this design
2) All plates are pant¢ nnks rese Indicated
3All pates am too MUD mmated
``
\.\F
4)The don Tolerance al L29-11%,pnd2_
El
5) Recommend 2x65on age, spaced 1"0-0ocand msteneach Ross mnN 3-101 (0131'X3)nal5.
..O.F. fi
'9%
sdolgbaal3mceattmlTOwns aten order ends «rest2med by other means
11
i ,'•• .. I
LOAD C115E(s) Standard•
* �.
1) red Door am, (balanced) Lumber Increase=t00, Plate Ixreal OR
%• • •••••.................:
rndoml Louis Ung
�MARCOS A. HERNANDEZ
Vert 2031=-20,1-19=130
•••••••••••......••••••••••p••••
CUlcen ral Loads (to)fl
Von 4=z693
1,13 8 78
f. Pam'•.
COR F-12513
November 15,2024
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�aro
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m%vmn>
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aneaCSlIh, me Componem SomyImo,oaon �pue rmmve s6oM�etauMog component pamu �0�+.' eomm�nenaom)
mrC51nll.uc.a
Jab Tn « rtaNbI l—
ers Ty"DNIT-16825 QAN Fm03 Flom
BuildFlrslsaxee(Cao ,TX), Can, TX- 5006,
0.
1. II Ita II
1 2 3 4
1 V%�,/N
14
13
12
2-TH
A
PMte Olfsels (XYl- 110.1A EUx1 H20.1d E60el N50.1�0.1m1
LOADING (psi) SPACING- 2 SO
TELL 400 Plate Grip DOL 1 TOTC
032
TCDL 2s0 wmMr DOL 1 W BC
04s
BCLL 00 Rep SM2 Ina YES WE
035
BCDL 100 Code IR=VTP12014 Mari
LDMBER-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15ENt SPNo1 awsPS8(fla1)
WEBS 2x4 SP No 3(flag
REACTION£ (sae) l4 IJoaadcaI,9-0-58
Max G. 14=908(IL 1). _ ... MLC 1)
1PN J
IUf 53�� ) R85361648
Job Retere c219pIs0�' , Ix Thu Nav I11450. M 2➢24 Page 1 63os 26ID24M
ID Vu&nd•TYg,Ntk%WNNysBXBSMTFICWsB'/PSBTOHg3N3gPgnL6W3uIT1(bGKN5CBaIJ42J1CR�f
1. 0.r1
3®LL=12.a
1 Sa
t SXf �� 3xfi=
fi T H
1s
11 m
3Kfi -
It 8 12-.
611-H 2A0
DEFL.
In (bc) VdeB " PLATES
GRIP
Von(LL)
-00610.11 >959 480 MT20
244/i9)
VoMCT)
-010 10.11 >999 240
roa(CT)
003 9 do Na
Wegbt 6611,
FT=20%E11%E
BRACING -
TOP CHORD
Structural dsheathing threat app11M a 6-0.0
oc purilns,
exceptand vothral
BOTCHORD
Rigid ceiling directly applied a l OO-0 cc bmcl,
FORCES. (Ib) - Max Comp Wax.Ted -AII Porce5250 p0) or less except widen sham_
TOPCHORD 2�13064T, 3-0=19 V0.4 fr 1970/056=1970N,&7=1330/0
BOTCHORD 1ST4=0B06, 12-13 1753, fl-02-011970, 10.11-0fl768, 31G M37
WEBS T-9=1181N, 2-14 1167N, 71O,W1 S 2-13-W". &I0=651I0, 3-13 !VT
611,(N MT &12-W476, 412= !JM
NOTES
1)Onba wn dflmrthebadsnavebeenconsvlered Mathisdesgn.
2). rpRms are 3x4 MT20 unless offrom 5e Indicated_
3) Reter In glydegs) for Wss to buss connections
4)Recommend 2x6m ,backs, on edge, spaced at 1"0 oc andfastened to each Miss add 3-1M(0131-X W)naes
Stro,backs to be atatt dto walls at Mar outer ends a datmined by order meam
5) CARTON, Do act erect buss backwaos
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
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Tss35Tllu 1
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UNIT -16825 N/III Fm04 Flom
Builders Hrs Saxee(Ceoo ,TX), Ca-#dn, TX - 5006,
0.
15x3 II I5a 11
1 2 3 a
13 12
2-TA
2_]A
Plate Offsets B`Yl—
11"T' Etice111201 N Edael M50.1�T151
LGFGING OSD
SPFC.No 2 M
CSI.
TELL 400
P6te Grip DOL 1 EdTC
032
TCDL 250
wmMr DOL 1 W
BC
045
BOLL 00
Rep Stru Ina YES
WE
035
BCDL 100
Cade IRC2021RPI2014
MabdkS
LUMBER-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15E.=SPNd w2WSPSS(Ral)
WEBS 2x4 SP No 3gal)
REACnoxS. (.c) 14=0.4$?
I3 P
R85361649
3 1 Job Refere /p'11p j.lx Thu Nw 141450.492➢24 Page 1 63os 262➢24 MR
IB:VUBmdKGY9WHs%c6NNysBXBSMTFIC'MSBTOHg3NS9PgnL6W3uIT1(bGKN5CBaIJ42J1CR�f
11. 0.r1
... -12.a
1 Sa
t SXf �� 3y5=
6 T H
15
n t6
3Kfi -
968 12-.
611-H 2A0
GEFL.
In (bc) VdeB "
PLIOES
GRIP
Von(LL)
-00610.11 >959 -a
MT20
244/i90
VoU(CT)
-010 10.11 >999 24.
Hoa(CT)
003 9 Na Na
Weld %1b
Fr=20%E11%E
BRACING -
TOP CHORD
Slmauml wood sfleaNing directly applied w 6-0.0
oc purllns,
except am veNmals.
BOTCHORO
Rigid ceiling dimay applied w 1 M 0 cc loading
Max G. 14=908(LC 1). 9�900(LC 1)
FORCES. pb)-Max Comp.Mlax.Ten--All Porce 2500b)orl exceptwlrensboennc
TOP CHORD 21-13WN, 3 197m8, 4 5=197WOO Sb WON, 6-0=13Mar)
BOT CHORD 13-14=0B06,12-13 1753, fl-02-0119T0,10.11-0/iT6$ 3l0.M3T
WEBS ]-9=1181N, 2-14=i16]N, ]-10=M33, 2-13=0(I44, F10=651I0, 3-13�i651o,
6111M60 342=0(476, 412=25M
NOTES
1) Onyalwadfloor WebadsflarebeenconsS'J brtMsdesgn.
2) A6 rda&s are 3x4 MT20 Tabs oNemee 1Martal
3) Recommend 2x6 stroMbacmrea1 , on edge, spad 1" 0 oc and fastened to each buss wan 3-10d (0131' X W) naes
StrolgbarMWbe allacfled M walls al NetiroNere wrest2lned by oNermealN
4) CAUTION, Do not erect buss backwards.
' ySPtE OFTFx9s 11
i+i � `•:1
/MARCOS A. HERNANDEZ
/fi..., 113878
11�`SS/ONAIE��'�J
COR F-12513
November 15,2024
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Jab To«
UNIT -16825 N/III FmOS
ers BuildHrs Saace(Caua ,TX),
111.
T Type Iry PN R85361650
Flom 4 1 j
Ca-#dn,TX-5006, 630s 262024 MReKiKd150iAS,Ix ThU Nw 141450.492➢24 Pagel
IOVuBm YgWHS NHys8XBSM7FI sB7*Hg3NSgPWL6 3ulT GMN DC TJ4 JC'/I
�L4� 0.1R
3®18'1=t289
ISo II 4u= TIC II
]JJ 1 1 3 4 5
1
18 17 16 15
4v5 -
1ffi3 II
1$611 4e5= &6=
6 ] 8 9 18
14 13 12 N
- Ya=
27A
5-13
111.
1bi8
2]8
2L-0
fi9-0
2L-0
Plate OfisetslXYl-
140ATEticel 115GASEdoel
119GA8,T151
LOADING (psi)
SPACING-
2-0O
CSI.
GEPL.
1n
(bc)
VUed
Ud
TCLL 400
P6te Grip OOL
1 W
TC
045
veBLL)
-015
14
>999
480
TCDL 2s0
wmMr DOL
100
DC
075
veA(cT)
14
>710
240
BCLIL o0
Rep Stru Ina
YES
WE
059
H.ACT)
007
11
Na
Na
BCDL 100 CnOe IR=VTP12014 MatorS
LUMBER- BBACIBG-
TOPCHORD 2,,4 SP 165OF 1.5E or 2x4 SP No1w2WSP SS(BA) TOP CHORD
BOTCHORD 2x4SP1650Ft5Eor2x4SPNo1 w2WSPSS(flag
WEBS 2x4 SP No 3gag BOTCHORD
REACTIONS. (sae) 18=Mcc1iadcaI,11=05-8
Max GdW 18=1270(LC R, H--1262(LC 1)
FORCES. IS) - Max Corn Max. Ten -al lorce5250 Bid) or less except wlren C mvrt
TOP CHORD 25 1985N, 3-0=324&0, 4 5- WHAT 56=388,Vo &7- 388M0, 7�00,
8-9=202fe0
BOT CHORD 17-18=0/1145,16-17-0/2774, 1S16=W367714401 ST 1114-013691, 12-13-02BO6,
WEBS 9-01=168=,2-18=165&0,912-07= /1237,2-10/124%&12=-1161N,&17-117M,
8-139/693, 116=W705, 7-13 624N, 4-16--fi l&D. ]-14=23/547, 4-15 Rk26
5-15=287N, &14=279N
17-1.
2nd
PLATES GRIP
MT20 244/190
Weght 9111, FT=20%F, 11%E
SNxlu21w dsheaNing directly applied or6S-0 oc purilns,
except end veNcals.
Rigid ceiling dimay applied w 1M 0 cc anci g
NOTES-
1)OnOalmadfloorWebadsha Coencon ere 1mtM des n.
2) AS p6Rs are Y4 W20 caM oNenve:e indicated.
3)Reter In gideolfar Buss to tmss connections
4)Recommend 2tt65trmgracks, on edge, spaced at 1 " 0 oc and taste m to each trues vnN 310d(o 131-X 3')ral
Stron30aG to Be auacled to walls at Net order ands a rest2lned by alter meals.
5) CAUTION, Do noteral to C 2rds. \\`,
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
,wA � vemy4n9�p.�metrna�4n��Tesn.,res�Nn��Lanen.nexnaeneaee9.�e.7.7,re.,�m,eannease.
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y1s ]ss35]llunewsmn
Jab ss �Tmss Type Dry PIy
Bl' )) R85361651
UNIT -16825 6 Flom 1 1 Job Reterencelg0)s0i£s,IZ ThU Nw 141450502➢24 Pagel Builders FstSeurce(CarlTX), Cartotlbn, TX - 5006, 630s 262➢24 MReeii fifiddLL
ID Vu&nmTYg.NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'tl
11
1 15x3 2 3 3xG = 41L 11
3®n =1Y02
8 ICY 1
3x6 =
LOADING (psi) SPACING- 2" Call
TELL 400 Plate Gnp DOL 1 W TC 010
TCDL 250 wmMr DOL 1 W BC 0do
BCLL 00 Rep Sde Ina YES WE o08
BCDL 100 Code IRC2021RPI2014 Mate,
LDMBER-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(0A)
BOT CHORD 2x4 SP 1650F 15E N4 SP Nd w 2x4 SP SS(flag
WEBS 2x4 SP No 3(flag
REACTION£ (sae) 0=05$ 5=MESTanlcel
Max G. 0=309(LC IT. 309(LC 1)
FORCES. (Ih) - Max Comp Was Ten - /ill forces 250(10) or less except when Crown
WEBS 3�a1NO2a349m
NOTES-
1)OnhaancedflwrweMadshavebeenco ere 1orthmdesgn.
2) Re1er 0 glNer(s)Tor driers W loss mn2c0ans
3)Recommend 2x65domgbar"S, on age, spaced at 1" 0 oe and fastened! to each ME
a S on,backs to he a0achto walls 9Ned other ends a restmina by other means
1 SS3 1
6 5
LI =
431
4 3o
DEFL. n
"a" Vtlefl rad
PLATES
GRIP
Ved(LL) T Ed]
>9Yl E80
W20
2MY190
ver, 1, -0 01
T >999 240
Hm(CT) T00
5 Na Na
Weght 2511,
FT=20%F, I I % E
BRACIRG-
TOPCHORD
SNx1u21 wmd sheathing dheclly appiCS dv�C
ac pudlns,
except eM vernal
BOTCHORD
Rigid ceiling dlreay applied or 1 M 0cc Trading
3-1NET IN 131-X3")na15
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
MiTek®
Jab
Type
Dry
PIy
R85361652
UNIT -16825
F07
FO]
�Tmss
Flow Gitlx
1
1
Builders HrslSwxce(Carta N/m
,TX), CanoObn, TX-
5006,
Bl' jj
Job Reference/p.MseiAS,Ix ThU Nw 141450502➢24 Pagel
630s 262➢24 MR
ID V.ftm Yg,NI NHysM-U 7FI .B7OHN3NSgP,L8w3ulT GMD.7J4 JCW
11
1 1 So
2
9 3 3xG = 41 L 11
3®n =1Y02
1 fu311 1s,311
8 1 6 5
3. L =
431
4 3o
LOADING (pal)
SPACING- 2-0U
C51.
GEFL. In
(bc) lMefl Ud
PLAiMS
GRIP
TELL 400
Plate Gnp DOL 1 W
TC --
Ved(LL) T
6 >9Yl E80
W20
22w190
TCDL 250
Lumber TELL1 W
BC 025
Ved(CT) -002
6 >993 240
BOLL 00
Rep Stress Ina NO
WE 023
Hm(CT) TOO
5 Na Na
POOL 100
Code IRC2021RP12014
VISMAS
Weight 251b
FT=20%E tt%E
LUMBER-
BRACING-
TOPCHORD 2x4DF2400F20Eora4SP24WF2OEor2 SPDSSMfl )
TOP CHORD
Structural wood sheathing dlreM applies dv4 Cac
pudlns,
BOT CHORD 2x4 SP 1650F t5E or2x4 SP No 1 w 2W SP SS(0ag
except and veNcels.
WEBS 2x4 SP No 3(0ag'ExcepP
BOTCHORD
Rigid ceiling directly applied w l TO cc brachg
14.4-5. 2x4 SP 1050F 1 OF w2W SP No 1 or 2x4 SP SSUab
REACTIONS. Daze) B-T5.5=MaLanlcel
Max G2v 8=6]5(LC 1), Sn2(LC 1)
FORCES. dd-Max ComplM. Tort -All faces 250 BID) or ess except Wan shmm.
TOPCHORD 2�664)
BOTCHORO ]Sw666, 6-I=w666, 5b=0K£6
WEBS 35=941M. 2-8= dffl
NOTES-
1 ) Untalancedfloor Webadshatebeenconsvl frthlsde n
2) ReRr f,Islets) fr Wss f truss mnmeacm,.
3) Recommend 2x6 sbongbacarea1 , on edge, spaced 1" 0 oc and hatched to each Loss wth 3-10d (0131' X W) nal6 .
StrotgbarM e attached 0 walls al Br other ends w restrained by other me, er
Or b
4) Harger(s) or other ct other nneion device(s) shall bp e wes ldsutOcent to support conceM2ted bes(s) I951b down at 2-SO on top
chord. The deslgroserectlan of such connection device(s)m e(s) ca Me sponslMMaf y others
5) In the LOAD CASE(S) serban, bads applied 10 Me face of the truss are notes as tmnt (F) or beck (B)
LOAOCASE(S) Standard
1) Dead+Floor tm (balanced) Lumber larded se=t00 Plate Increase-1 00
Undoml Loads(pl0
J Von 520,1-0=-130
Codargales Leads NO
Ved 9=-T/8(m
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
®
iirorAs—�eai�e�watn,se.
sae
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n
evom°nm
IreollalMneKe=—
Jab vss ,�Tvss Ty"
UNIT -16A 25 FOB FLOOR GIRDER
Builders FmtSwrte(Ceuu ,TX), Carman TX- s006,
1.
pry Ply
j Ra5361653
1 1 Job Reference/p.�11IV, Ix Thu.- 1111. SO 2024 Pagel
630s 262024 MR
ID:VuBv YgWHs NHVBXBsnR]Fi sB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'Jl
1�12
9ra1e: 310'=1'
3xfi na= An Gs zxa 7.Jt= �a
1 13 2 1C 3 15 4 5 a to ]
j 2\` Cx12 i1 10 95�
V \I axfi = 15c1 11 V \I
dx12 =
a]<
LOADING (psg SPACING- 2-0U C51.
GEFL. In
dec) Vdefl Ud REAMS
GRIP
TELL 400 LIST, GOP DOL 1 W TC ORR
Ved(Ly -004
t0 >9Yl 400 W20
2201190
TOOL 250 Lumber OOL iW BC O55
VSMDT) -0W
10 >S. 24.
BOLL 00 Rep Stru Ina NO WE 053
Hm(CT) G04
8 Na Na
POLL 100 Code IR=VTP12O14 Maim-P
Weight 75lb
FT=205sE tt%E
LUMBER-
BRACING-
TOPCHORD 2z45P 1650Fi5E Brat SP No1w2WSPSS(flat)
TOP CHORD
Structural wood sheathing breath, appllM w6-0-0
oc pudlns,
BOTCHORD 2x40F2400F20E or 2x4SP24CUF2OEor2x4SPDSS(flat)
except and veNcels.
WEBS 2x4 SP No3(flag'ExcepP
BOTCHORD
Rigid ceiling directly applied w l TO cc braCTg
1-12.7 8. 2.4 SP 1650F 15E or 2x4 SP No t or 2X4 SP SSgal)
REACl10NS. (.a) 12=038, 8=D3-8
Max Grav 12--2813(LC 1).8=32MRO 1)
FORCES. (Ito) - Max ComplMfit Teo -All forces 250 pbLale,aexcepl wlren sbmvn.
TOPCHORD 78 07/023421001,3-0=-0239N,45=-0316'O, 5fY42800
BOTCHORD 11-12- 2767, t0-11�/4919, 9-10=0I4919, &Y-02]2]
WEBS 2-123JZW0, 2-119 078, 341�(&0, 4-11=9ScS 68=3TION, 63 35
59=1065N. 4-Y With
NOTES-
1) Recommend 2xG strom]mcks, on Mge, spaced at 1"0 u,, add fastened h t0 eaRuss, vath 3-MIT(0l6 131' X 3') na
S rdgbacks to be allacbed to walls al Nell ont, ends or resbalned by BlMr means.
2) Matter(s) or Ma connttWn devke(s) shall be pmvlded suNcatd to soppal mncmt2ted tourist 2m Ito down at 0-74, 1140lb
Stand at 1-104, 1140 b ilmn al &ID4, and 1140 N down at 5104, and 1165 ®tlown at 7104on NpchoN_ The
desgnlsel c40n of such connection devlcrOR Is Me despOnsbAlty crothas
3) In the LOAD CASES) section, ands applied to Me face of the buss are noted as dead F) or ma (B)
;•
LGIUDCA
1) Dead+Floorrem, dalanced) Lumber increase=1 00 PROM Increase-1 o0
TF•Y
undoml Land! s OR)
PSE• �1
CBncenbaled Leads NO)
/ T x
Vert 5=-1140(Bt 13=208(1`)14=114o(B)15=-114MER 16=1165(B)
/+; ?.
/MARCOS A. HERNANDEZ
...... -
.38.7- .....:....
1
1...•. 3878 i...
1
COR F-12513
November 15,2024
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�aro
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9ueanbe—stle�x
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u
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and acsl B,,W,,g Co s—ia surely lnrom,fim �p rmmve stuff ofeamngcomp .,pain. �Om+.' eomm�enaomt
yIs]ss3511I.nGUs—
Jab Tn« �Tvss Type Dry PIy
QANm Bl' )) R8536165d
UNIT-16825 F09 Flom 1 1 Job Reterencelg0)s0i£s,IZ ThU Nw id 1450512➢26 Pagel Builders FlrslSaxce(Cart ,TX), Cartatlbn, TX- 5006, 630s 262➢24 MReeii fifiddLL
ID Vu&n�Yg,NIk NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'dl
rTa =
�5 n 1-3L 1a�t�r 3xa= 41sx311
s®ld=rtaz
9
LOADING (psi) SPACING- 2-0U C51.
TELL 400 Plate Go, DOL 1 W TC 011
TCDL 250 wmMr DOL 1 W BC OD3
BCLL 00 Rep Sdo Ina YES WE 007
BCDL 100 Code IRC2021RPI2014 Moral
LDMBER-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag
WEBS 2x4 SP No 3gat)
REACTIONS. (size) 5=MSI¢neai,✓,T5
Max G. 5=305(LE IT 8=297(LC 1)
FORCES. pa, - Max Comp Mlax.Ten -Aff does 250(10) or less except when shown
WEBS 3S- 1002�301N
NOTES-
i)UnhaaneedfloorWeleadshavebeenco ere 1orthmdeegn.
2) Refer 0 glNerts)Tor doors to loss mmec0ms
3)Rearroend 2xfi sM Jbad", on age, spaced at 1"0 or and taste dto each ME
S danpa0. to he 30acha to walls 9Ned Under ends a restmina driverb)driverm r eans
E) CAUTION, Do haterect Wss hack UBS
15x3 11
6 5
LI =
431
4 3o
DEFL. n
"a" Vtlefl "d
PLATES
GRIP
Ved(LL) -0 Ed]
>9Yl d80
W20
2MY190
VEU(CT) ,U
T >999 240
Hm(CT) T00
5 Na Na
Weght 27I1,
FT=20%F, II%E
BRACIRG-
TOPCHORD
SNx1u21 wmd sheaNing directly appiCS dv�C
ac pudlns,
except end veNcels.
BOTCHORD
Rigid ceiling dlreay applied or 1 M 0 cc Trading
3-100 IN 131-X 3") nal5
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
MiTek®
Jab to �1-1—
BUIIType
UNIT-16825 Flo Flom
aers FhatS e,(Ceo ,Tx), cartaNbn, TX- 5006,
.1-0
H
C" N PN 6�
R85361655
fl 1 ) Job Relerenc21901s0ifs, Ix Thu Nav 11 M.112➢24 Page 1 63N 262➢24M W.B
IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL8w3uIT1(bGKNSCBaIJ42JC�
LPi
Ot
5 =t3fi5
1.3
193 I�
bfi-
Sifi- h5-
1. ��i5r3
3x6 FP- 46-
Sx6- .=
2 3 4 5
6 T 8
9 ID 11
R a
1I1
f25
,,, ,,4J{{II
2fi I®
dd
23 22 21 20
19 18
17 16
15
4xfi-
St6- 3x101ji10AHSFP-
4x5-
ffi- Gala-
DS SP=
4x5 =
2-90 1. T-a. I'll.
1. i
1911L 21-1. i
280 2TT 2L-0 .-d
1.
2d0 290
Plate Oflsets(XYl- 14£Me.0.1-0I 1180.1-0Etbe11190.1-0EUae1J210-2AE
LR50-tA0-tA11260-0-8
0.1A1
LOADING (psi)
SPACING- 2-0O
CSI.
OEFL. In
(bc) VUefl "d
PLATEB GRIP
TCLL 400
Plate Gnp DOL 1 W
TC 081
Ved(Ly -031
t9 >TW 480
MT20 220N93
TOOL 250
LumMr TOIL 1 W
BC 0%
Ven(CT) -064
19 >4W 240
Mt8AH5 i6-162
BCLL 00
Rep Stru Ina YES
WE 0W
Hoa(CT) 011
14 Na Ina
BCOL 100
Code IRC2021RP12014
Ma1rhS
Wegni: it]IS Fi=20%E tt%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 15E or a4 SP No 1 or 2W SP SS(flA) TOP CHORD
Shuclu2l wood sheathing
UlrecVy applied a&lo oc punlns,
BOTCHORD 2x4 SP 1650F 15E or a4 SP No 1 or 2W SP SS(flal)'Exr¢pY
except eM veNrals.
144N WDF2400F20Eor2x4SP2400F20Ema4SPDSS(flat) BOTCHORD
Rigid ceiling dlreNy applied
or 1"T cc Trading, Except.
WEBS a4 SP No 3(flag
2-2-0oc bacing. 2,T 2
REACTIONS. (size) 24=058, 14 5d
Max G2v 24=159WC 1). W159MLC 1)
FORCES. UldlMaxConr,Mho Teo-Allbrces250 ph)orkssexceplwlren rhmm.
TOPCHORD 2�2663M 3-0=-0525W, 4 -%9&OS-=6231N,6T7- 231N, 7Sb23110
8-9 699N, 9-fl1�52". 11-12=266M
BOTCHORD 2b24=0/1529, 22-23�'374420- W526219-20=NW816, 1819- 6231,T]-18-W6WT,
1817=0/526 ,1S16=09T45,14-15 1529
WEBS 12-14=-2159N, 2-24=-21SVT42-15�W i6, 2-23 1686, 111C 160M,
3-23=160&U,1 TTILOU 159, T2-011160, 916= lecoo 4-22=10 711T 91] W&49,
4-201 48, 8-1]=591N, 520=591N, 818ti1581537, 549--1W537
NOTES-
1 7 U balanced Boor uve loads nave heed cons 1eredlartlds desgn.
2) All plates areMT20 plalg unless N ae da, indicated_
3) NI plates are 3x4 MT20 unlss eoffddm a nMkated_
4) The Eahnra8on Tolecance aljolM 21=11%
com 5)Remend 2x65Bum]Ca[ks, on edge, spaced at 10C 0 M,and fastened to each Buss with 3 Tool (0131"X
3")nds
Strolgbacks to te attached to waled at Mar polar enda or restrained by other health
n..
COS A. HERNANDEZ
..........................
113878 -*.
COR F-12513
November 15,2024
k.ohn. v nip p.�metrna 4n��Tesp. Ms p po p.nexnaeneaeeP.6e.,.,,re.,,a�pnepse
MiTek®
ny traog
a',yye„s wweM qu �x
u
uSe .1,ww ouaiy'cn amtiwnalmm'ePtrnunl
.,m eenaom)
Oc.B a
and acsl Bra, comvonem Snory limor,dn �p rmmve S6o ofdhwohpompmenl pamu boo.atitle
)
In Tss3nlluTeI,Ta n
Jab 11, �Tvss Ty"UNIT-16&25 QANFm11 Flom
Builders FirslS—(Cao ,TX), CertaNbn, TX- 5006,
13.
4 1PN J
IUf 53�� ) R85361656
Job Reterenc219pls�ifs, Ix Thu Nav 111450512➢24 Page 1 63N 262➢24MW.B
I OV u&nmTYg,NIk%W NNysBXBSMTFIC'/PSBTOHg3N3gPgnL8w3uIT1(bGKNSCBdIJ42JCW
1da
UH8
..-1203
1m II
3x6 -
8
29-0
648
2-9-0
PlateOffsets lXYl- 11 Edce 0.15I ft10.15 EdceLf120.1-0EdoeI R50.150.1A
LOAOIRG (psi)
SPFCIRG. 21
CST.
OEFL. In (bc) lMefl Do
PLATES GRIP
TOLL 400
P6te Gnp DOL 1 W
TC 029
Vat(LL) -00612-13 >9YJ .0
MIT20 2"190
TOOL 250
Larder DOL 1 W
BC 042
vdr(CT) -010 t2-13 >993 240
BOLL 00
Rep Sde Ina YES
W8 035
TOO(CT) 003 9 Na Na
BCDL 100
Code IRC202iRP12014
MatarS
WegIR 681b FT=20%F, N%E
LUMBER-
BRACIRG-
TOPCHORD 2z4SP1650F15E or 2x4 SpNo1w2WSP SS(0A)
TOP CHORD Strnudil wood sfleaNing dlreM
applied w6-0-0 oc pudlns,
BOTCHORD 2x4 SP 1650F 15E or2x4 SP No 1 w 2W SP SS(Ral)
except eM veNals.
WEBS 2x4 SP No 3g1al)
BOTCHORD Rigid ceiling dlreay applied w l OO-0 cc Trading
REACnoxS. (.c) 14=0.4$?-0 B
Max G. 14=903(LC IT 9=895(LC 1)
FORCES. IS) - Max CorpMax. Ten -All torce5250 old or less except widen sbmm_
TOP CHORD 25 132ZU, 3 19520, 4-5= 95210 56=1952N, 6-7=1321N
BOTCHORD 1ST4=0B33,12-13 1755 11-02-011952, 10.1 I-0/P5B, 3IG M32
WEBS T-9=t17"2-14=t1T8N,T-10=LV12T, 2-13=01T26, 610=64NO3-13
UVD,
6-111448. Y12=0M48
NOTES
1) OnOalwadfloorN bads HavebeenconsideredbrtMsde n
2) A61tla&s are 3x4 MT20 wless oNe.nee INcartal
3) Recommend 2x6 stroMbaca, on edge, spaced a11" 0 oc and fastened to each truss wan 3-t0tl (0131' X W) naes
Strolgbatl3 to 0e allacNed to walls al Marorder e orrest2lned 0y oNermealN
4) CAU ION, Do not erecNmss 0ackwards.
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
� ve ny o.�metrna 4n��Tesa. des a ao a.ne.nerene.eeP. e.,.,,re., ,a�anease.
=
Mill
ny traog
a',yye„s .wade 9ueance rega title ��
u
ww msNam
dn,,y'cn tiwna..nnunl
tine acsl aulNma comvonem serery lmonmfion m�m¢tle fiomae snoM�elauMog component pamu eum puxw eommOnenaom)
y1s Tss35]lluRews
Jab «
UNIT -16825ers N/III Fm12
BuildHeASaace(Carta ,TX),
0 1.
T Type PN R8536165]
Fl m 4 p j
Ca -Afton, TX-5006, 630s 262024 MReKiKdLsOiAS,Ix ThU Nw 141450522➢24 Pagel
ID Vu&nmTYguNIk NH,BM-M]FI .B7OHg3NS9P,L6 3ulT GMD.7J4 JC'/I
�dB� 6H8
3®LL=1284
as o
1 2
28 19 18 17 1.
3d1- 3x10M18AH5 FP-
4x5 =
1 sx3 II
143 3a5 FP- 4xa
6 T 8 9 10 11
21im
15 14 13
4%5- 3vb-
2-9U
lfL
11-168
111B
2-9T
2Ta
III.
2S8
Plate Offsets(X YI-
11Food 01 Al R5 TlA Food 11601-0ECael
1210.1 04181
LOADING (pelf
SPACING-
2—
CSI.
GEFL.
n (bc)
VUefl
Ud
TCLL 400
P6m Grip DOL
100
TC 041
Van(LIT)-015
i5-16
>999
480
TCDL 250
Canter DOL
1 W
DC 073
Ved(CT)
-02815-16
>718
240
BOLL 00
Rep Stru Ina
YES
WE 059
Hoa(CT)
007 12
IVa
Na
BCDL 100 Code IR=VTP12014 Mardi
LUMBER- BRACING-
TOPCHORD 2z4SP1650F15E or 2x4 Sp
No1w2WSP SS(BA) TOP CHORD
BOTCHORD 2x4SP1650F15EN4SPNo1 w2WSPSS(Ba)
WEBS 2x4 SP No 3(Bag BOTCHORD
REACTIONS. Ps m) 20=Meadnlcel, 12--05-8
Max G. 20=12WITC 1). 12--1258(LC 1)
FORCES. IS) - Max Comp Max. Ten --All Porce5250 (Ib) or oaa read v4den sBmm-
TOP CHORD 25=20160,3-0=3254N,45=3858'O S6-31K8N, 6-]=38NVO0]�tEVG,
BOT CHORD 132C=0/1189, 17-19�/2I92, 16-P=0"367D 1516=0"J858, 141S-013610,1314=02]92,
12-11-0/11�
WEBS HT12=16RMN2-20=-1681N,1G13=0.'1231,2-TMV1230.8-13=1154N, 3t9=1154/0.
8-141/fi8631 058],]-04-61M, 4-P--61M, 71F 2]]533,416=2]]532.
5-16=26M, 6-15=26910
Ind
2-yp
PLATES
GRIP
MT20
244/i90
Mi8AH5
I IT9
Weight 9311,
FT=20%E11%E
SN umlwoodsbe iN directlyappll or6-0-0ocpudlns,
except end vedlcals.
Rigid ceiling dimay applied w 1M 0 cc b2nlg
NOTES-
1) unbalanced Boor Webadshavebeencon ere tmtM des n
2) All plates are W20 plates unless didamse lnda&0
3) All plates are 3x4 MT20 unless cdarmse indicated4) Refer to glydegs)Tor Wes W buss core[ cam
m 5)Recomend 2xfi 50om]Cacks, on edge, spaced a110-0-0 ocandtaste) dto eachtresvnN SAM(013['X3') oats
Strolgbacea W Be 3BacBed to walls at Ncti oWer ends a matmined by differ means
6) CAUTION, Do not erect buss bachwads
n..
COS A. HERNANDEZ
..........................
113878 -* -
COR F-12513
November 15,2024
,w4 d v �dnp.�metrman4n��Tesd. res d Ldded.ne.nereneaee9.6e.,.,,m.— 3—dense.
MiTek®
ny trades
m%vmn> wuceM 9ueance rega title �x
u
ww msFl
ouaifrcn amtiwnalmm'ePtrnunl
Or.B eomm enaomt
an4acslau,R,g Compon,m Snoglmmm,6on �pue rmmve s6uM�elauMog component pamu
y1s ]ss35]t /uneYAsmn
Jab Tn .� �Tvss Tym
UNIT -16A 25 QANFF113 FLOOR GIRDER
BullaersH ASaxee(Car ,Tx), Baumann, Tx- s006,
a1-8
H �;
1PN J
IUf Ss�� )) R85361658
Job O11M.1 cGlmgl ', Ix Thu Nav 1111 SO 112024 Pagel
630s 262➢24."o2fifiddLL
IOVu&nmTYg,NI NHysMmB 7FI WsB7OHg3NSgPWL6 3ulT GMDmIJ42JC'
1�A1 i aJfB
5$le=t3fi5
.12MI..=
2i6 ach
Lh
3a6 FP=
3xfi=
AS
Glo=
ach
Ore
1 2
3
4 5 6 ]
'-
8
9
30
29 2B
27
26
ul
aim MIB SFP=
w
3x10 M18NISSP =
8x12 M18AH8 -
2x6 II
2xfi
3X6 FP=
Lfi
1[fi
2. H
3xfi =
18 11
12
13 14 15 16
9 18
19
33
2s
24
23 22
21
56 II
3x10 M18AH5 FP =
21A-8
21 -.
Plate Ofiuts(x,y- (9"3 Edgel,[t00.'1-0O l,[190.3.EOgel,[236212Edge],r2C0-24,Edge],[2 D".Edge],r26:D"O Wl.E29"d .EOge],[380. 0,EUge],
(31 Fee 03DI. M2 0 t-88-081. 1330 I- 04O81
LOADING lag
BPACING- 2-Do
C51.
OEFL In
(mc) Poe8 t/0
PLAMS GRIP
TOLL 400
Plate Go, DOL t W
TO 022
vert(LL) -835
26 >]31 488
MT20 220/193
TOOL 250
Lumber OOL 1W
BC OA
ved(CT) TIES
26 >387 240
NHEAHS 16W 62
BOLL 00
o Ina NO
Rep Sol
WE 0%
Hool 0.11
20 Na Na
BCDL t00
Cede IRC2021RP12014
Maps
Weight 20311, FT-2 F,it%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or zW SP SSAaG
TOP CHORD
Structural wmd alcohol directly applied or4 11 ce Wdlns,
BOTCHORD 2x4 OF 240OF 20E or 2W SP 2400F 2 OF a zx4 SP DSS(dat)'ExcepP
except end veN�ls.
202T 2W SP 1650F 15E or 2.4 SP No or ?4 SP SSUat)
HOT CHORD
Right ceiling directly applied a 1 MD oc bracng
WEBS 2x4 SP NO done)
REACIBONS. Doe) 20=058, 31,0 SS
Max G. 20=2092(LC 1), 31=3I40(LC 1)
FORCES. (m)- Max Comp Max Ten - All mrees 250(m) or less except v.Ten Moral hol
TOP CHORD 2S=]4]80. 3d=148710 4 5-113900.0 11398N. 7E=11689M 09=1168910
910=i1222N,1041=-11222/01112=9514N, 1213=9514M. ffi-15-1185�0,
15-16 71 Son. 161]4000N, 17-18=-402YD
BOT CHORD 3031=0139W. 2830�/Nl2728,(/11641, 262]=I11222, 2526,(YLI 1,
z12s=0/10423, z124=o18435, 21-2395]2], 21T21==88
WEBS 1620=2951KE 251=538mo 18-21=0Iz5822S 4906,1621=2303N,
430-- tTDWG, 1623=)0014, 4-28-(Wl 11z3=n2610, 7-28- MI AL 11za=0/ias9,
027�49AE iv24=131]ro, 9-27=0/1123,1125=w1483 9-26-CCAE 10-25-58640
xores
1)AT amaa noor Ne leadsnave beencErirdvdmrmis desgn.
z) All plates are MT20UD unless
ravexse hatede0_
3) All plates are 6xTMTZO wkss -
1IMkated.
4)Tne nt 29 1%
S�OF... l
Recommend abomEacies, nape, ocand msty each Wss vnm 3-mtl (0131'X3')nal6.
5) Recommend 2x6attachacks,onls
p. 1
4f
aBaaredatl0-0-0
a m wallsal) enter
then ends or rest2medoyupprmealH
Saul
i yS: 11
orotce
mama shall d sumcemmsuppod concentrated mad(s7 zTz41h duwn at abiz on rap
6)chund
T)«omerconnec0ond uchco)snaane peke
clwrd. TnedeslSE(S)atlan of such cannecllon devl[e(s)¢me respansotedafomers.•
]) Inthe LOAD CASE(s) sectloq ma]s applledtome race of rice mas are noted as front (F) or Eck (B)
•t...........................
;. M DZ
/MARCOS A. HER.....
/1
ODead +Hour llvm(hamnmmd)-wmbmr mareamm=i ee, bare lnarmasm=l uo
Undoml Loads Unit
113878
Von 2031---20.1-19=130
CoPsenvakd Loads Ohl
ved 4=-2644(F)
�l SS/ONAIE�
COR F-12513
November 15,2024
AwA 6v �lpnp.�metrmamm��anTmsn. sMntamaamnMnmxnamnmaaP.lam.,.,am., a —pence
MiTek®
auace regatitlx
aa
u
i
a,. isuuayen e�v
oww
aneaCSlB,, gCompon,nuSumyIeo,aon
mC5111llunews
Jab FTTess Ty"DNIT-16825 QAN Fm14 Flom
ers BuildFlmiswxee(Can
,Tx), Ca-#dn, TX- 5006,
.1-8
HTS 12
ISA
3xfi =
]
S 5
6
T
25 20
Z1 22Z1 22 2
3vb =
15x3 �
15X1 g 3x6 FP=
Yfi =
� 1PN J
IUf 53�� ) R85361659
Job Reterenc219pls�ifs, Ix Thu Nav 1111.112➢e Page 1 630s 262➢24 MRei fidL
ID Vu&nmTYg�NI NHysBXDsnRIFI W' 70Hg3NS9P,L6 3ulT GMD.7J4 JC'JI
1 � L 5 t3fi5
I SO 11 15x3
.a= 3xfi at= 1.3 �� L6=
] 0 at. 11 12 a 14
19 18 17 16
3xfi = 3xfi =
2-ST 7L-12 4&1
113-12
1&11.
21.
28p 13-12 178
2-1.
fi7.
290
Plate ORsets(XYl- f3T"Ednel MT"Facet I17T"EUceI 1180.14, Edue1.
270.1d 0.1E1. 1280-18.01",
LOADING (psi)
SPFCIRG- 2-0U
CSI.
OEFL.
In (bc] lMefl t/0
PLATEB
GRIP
TCLL 400
P6te Gnp DOL 1W
TC 037
Val(LL)
I
-O OS t6-P >999 Mo
MT20
24,Vl%
TCOL 250
LumMr OOL 1 W
BC 051
VeA(CT)
-010 i6P >993 240
BELL 00
Rep Sdo Ina YES
WE 040
H07(CT)
003 15 . Na
DCOL 100
Ccde IRC BTDI.J1
Ma171rS
WegM: 11910
Fi=20%F, it%E
LUMBER-
BRACIBG-
TOPCHORD 2MSP1650F15E or 2x4 SP No1w2WSP SS(0A)
TOP CHORD
Shududil wood sheathng directly applied a 6
oc purins,
BOTCHORD 2x4SP1650F15Eo=SPNd w2WSPSS(Ral)
except end verticals.
WEBS 2x4 SP No3(flat)
BOTCHORD
ceiling
Rigid ceiling directly applied a 1"Tcc donning,
Except.
"tD oc 2,T 2.19-20.
REA MOOS. (sic) 26=058, 15 -8, 20=0-5a
Max G. 26=635(IC 3T 15=818(LC H) 20-1811(LC 1)
FORCES. pb)-Max Comp MlaxTM-AIIPorce52500b)orlessexceptwlre ean_
TOP CHORD 2142110, 3-0 98%o 4--58RM2, 5 S1 0.7=0I908, 7T-867AE
810=1627A) 1011=-162710, 11-12=162710, 12-13=-1181AO
BOT CHORD 2526=01583,24-25-0588212F[VW, 22-23-MM. 21T2= 3205, 1320=ov&16,
1819-M355, 17-18=011627. 1617 01154T15-16=0756
WEBS 2-26=82w,5-20=-103M.22S01353.62-W636, T2-67W. 1115=1067N.
7-20=128M 13-16=0530, 7-1 �0AcCi 12-16- 535AT IT19 79M, 818-0/553,
ToTa 2T7N
NOTES-
1)OnbalmadBoorWeloadshavebeenc Mered1atM des n
2) AS phtes are 3x4 MT20 unless midemee Imkated.
3)Rearanend 2M sLmngba,k, on adge, spaced at 10.0.0 oe add taste tlto each Ness wed 3-10d(0131°X3-)nal6
-Slmlgbam to eae"am'toa wrs al SwearoNands, s er aa re2other
lned by oer meals
4) CAUTION, Do act aect truss backwards.
:.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
MiTek®
on.
Jab « �19— Type
UNIT -16825 5 Flom
Builders HUASou—(Cal,TX), CertaNbn, TX- 5006,
1PN J
IUf 53�� )) R85361660
Job ReferencGlgg) ', Ix Too Nav I11a. 132➢24Page1
630s 26ID24MReeiifisB
IOVu&nmTYg,NIk%WNNysBXBSMTFIC'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJCW
1 1 SBSB 0.1A
3®@r'=1 t201
i sx3 II 1 sX1 II
a s
1m II
art =
8
oil
ON
3.=
3L=
YSo
418
1128
24a
688
2-40
Plate ORsets(XYl- 11 EOoe0.1AI R10.1A EMeL 1120.1� 1.011 1b0.1A
LOFOING (psi)
SPACING- 2-0U
1
CSI.
GEFL.
In (bc] lMefl t/0
PLATES
GRIP
TELL 400
Plate Gap OOL 100
TC OP
Val(LL)
-00612-13 >9YJ 40o
MT20
2MY190
TOOL 250
WmMr OOL 1DO
BC 041
Vea(CT)
-009 t2-13 >993 240
BOLL 00
Rep Sde Ina YES
W8 0%
HoD(CT)
002 9 Na No
BCDL 100
Code IR=17P12014
MalrvS
Wegat So it,
FT=20%F, it%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or 2x4 SpNo1w2WSP SS(0A)
TOP CHORD
Botanical wood sheathing dlreM applied w6-0-0
oc poalns,
BOTCHORD 2x4SP1650FI5Eo=SPNd w2WSPSS(Ral)
excepteM veNcels.
WEBS 2x4 SP No 3ga1)
BOTCHORD
Rigid ceiling dlrecAy applied w l OO-0 cc b2nlg
REACTONS. (sae) 14=&9$rule
Max G. 14=897(LC IT 9=889(LC 1)
FORCES. (It,) -Max Comp Mlax. Ten - /ill forces 250 Sid or less except when saovm_
TOP CHORD 2�1310A, 3-0=192710, 4 5=1927N, 56-1 R271T &7=1309A
BOTCHORD 1S14=0B9,12-13 1738, 1112-0fl92T, 1041-0fl738, 3IG GI26
WEBS 79 Ii65A, 214 1169N,7-10E,W19, 2-13-Wl8.&10=6371D, 3-13 710,
6-111M34 512=0(3
NOTES
1) Unbalanced Odor the bads nave been considered lmtals desgn.
2) AS pG&s are 3x4 M120 wless odbenvlse INcartal
3) Recommend 2x6 sbongtaca, on edge, spiced a11" 0 oe and fastened to each boss wan 3-tOtl (0131' X W) naes
StrolgbarMWt,e attached M walls al Hoar othere wrest2lned by NaermeadN
4) CAUTION, Do not V t creed backwards.
YR .
VV
MARCOS A. HERNANDEZ
................................
113878
COR F-12513
November 15,2024
Mill
Jab .� 1-1—TYpe
UNIT -16825 6 I`Flom
BuIWers FrslS—(Cal.TX), CarraNbn, TX - sons,
0.11A
t 3x4 II
C" 1PN J
IUf 53�� ) R85361661
Job Retere ceA9111s0�F's, Ix Thu Nw 1414505d2➢24 Page 1 630s 262➢24M
IOVu&n�YgWHs%WNNysBXBSMTFICWsB'/PSBTOHg3N5gPgnL6W3uIT1(bGKN5CBaIJ4zJC'Jf
1-}0
2 3x4 = 3 3xa
3®n =1Y03
3z5= bb=
2-S1O. 2-
'
LOADING (psi)
SPACING- 2"
CSI.
OEFL. In
Una "d
PLATES
GRIP
TELL 400
P61e Go, DOL 100
TC 003
Ve0(LL) 000
:tl
5 "^ E80
W20
2MV190
TOOL 250
Lumber OOL 1PC
BC 003
V=CT) -0m
4S >993 240
BCLL 00
Rep Sdo Ina YES
WE 0IXi
roa(CT) TOP
4 do Na
BCOL 100
CoOe IRC2021RP12014
Matrix-P
Weght 201b
FT=20%F, lI%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or a4 SpNo1w2WSP SS(0A)
TOP CHORD
Shucludil wood sheathing directly applied w2A-0
oc pride,
BOTCHORD 2x4SP1650Ft5E.=SPNo1 w2x45PSS(0a1)
except end vernal
WEBS a4 SP No 3gat)
BOTCHORD
Rigid ceiling 0lreay applied or 1 PC 0 cc ancig
REACTIONS. (.c) 5-T5$ 4=058
Max G. 5=181 BO IT 4 18NLC 1)
FORCES. do) - Max Comp Mlax.Ten -Aff does 250(Ih) or less except when shovm_
NOTES
1)Recommend 2x5 shmgbzOa, on age, spaced of TOP 0 or atM lisle olto each treo
won T1GJ(0131' X
3') na05.
StmlghacU W he atGcha to xa15 al Mar order ends or resfmina by other meads
VV :R
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
Mill
Jabvss �TvssType Ory PIy
Bl' j R85361662
UNIT-16825 F1] FLOOR GIRDER
1 1 Job Reference/p.�11s0iAS,Ix ThU Nw 1414505d2➢. Pagel
Boilers HmtSaxce(Cau ,TX), CartoCbq TX - 5006, 630s 262➢24 MR
ID Vu&nmTYgNIk NHysBXUsnR]FI .B7OHg3NS,P,L6 3ulT GMD.7J4 JC'/I
1f3� t�fl�
Srale: L4'=1'
ax6 II ]xa - 2. II win II � II 'A 3xfi It
t Y2 2 3 4 14 s 15 6 16 T
77�71
v �I tt to
find=
We -
LOFOIRG (pst) SPFCIRG- 2-0U CSI. OEFL. In (bc] Vdefl told
COR F-12513
November 15,2024
6 v nl6 o.mma madB�NnTesn. res n Lnnen.nexnerene.¢eP.6e.,.,,re., ,a Rnense.
®
,w4 �na
MiTek
�a� ro
1.,
�waceMpo
n
i
oaycn..dsB or.amamPrnunl
and acsl mass cmvom snoly lnmmdm-opue n-im S6uMofdiiugm., - aboo� ram)
.,a ew I5]/.iG.s—
PLATEB GRIP
TELL 400 P6te Grip DOL 1 W TC O6G Vat(LT) -0OS 3ID >9YJ 48o
MT20 2MY190
TCOL 250 Lumber OOL 1 PC PC 086 VeA(CT) -010 3t0 >999 240
BCLL 00 Red Stru Ina NO WE 061 Hm(CT) 002 8 Na Na
BCOL 100 Code IRC2021RP12014 MatmS
Weight: 831b Fi=20%F, it%E
LUMBER- BRACIRG-
TOPCHORD 2,4SP1650F15E or 2x4 SpNo1w2WSP SS(BA) TOP CHORE) Shactmal wood sheaming dlreclly appllM m6-0-0 oc p pins,
BOTCHORD 2x4 SP 1650F 15E o=SP No 1 w 2W SP S801d) except end veNcels.
WEBS 2x4 SP No 3(Rd) BOTCHORD Rigid ceiling directly applied
or 1 DO-0 cc Trading
REAGBONS. Po¢d) 12= ,8=Metliamal
Max G. 12--3229BG B) 8=2774(LC 1)
FORCES. (m) - Max Comp Wax. Ted - All force, 250 Do) or less except wired shmm_
TOPCHORD 1-12---(K3N, 2-�ZVD, 3-0f V =4823N, 45-15014E wIGOM
BOTCHORD 11-02=02881, 10-0 1r/4623, 91 MM[823, 6Y-02931
WEBS 6�396Z0,2-12-3894A,69=0121522-11-W2T03, 5-9=101 M. 3-11-152]/q
'Y_ 4-91N, 11R-002f0
NOTES-
1)UnbalancedfloorN badshatebeenconsvl brthlsde n
Reco m torimsstotm
3) rage, spans.
end 2xG spared ocand fastenedto each Ross vnm 3-tOtl (0131'X3')nal6.
1" 0nds
3) Recommend 2x6 shomdired
0, sledge,
to the attachedto walls oNer endsw restcent by other means
eor
Sar
egsrM
(s) shall tod bo(s)1225Ib downat G9-0, m
pwown
4)downat ndown
t 49Ts)shall 1
at 69T, dso
4-9-0and t216 mdown al6JL,a�2551b dsxn at]8-0on Top cMN_The desgn/sekchon of
downat2Toth 89I 255Inconc at 74
suMn man desmdawnat
571n me LOAD casE(s) secnon, loads applied m me rare of the truss are noted as rroN (F) or oaa (B).
TOkDC E(S)os)Ismemds applMll tote face
�'(E
LOADCASE(S) Standard
OF TFL`�1
�.�P.••••••••••..(Lq
1) Dead. Fbor live(balanced).-camber increase=100, PM@hrcfease=l o0
1
UnOonm Loses (pit)
Vert 12 zo. 1_7=_130
j r7. • •S �!
/ A 1
Concentrated Landes go)
I
Von :3=-1136(F)13=n6o(F)1a=t136ff) is=1135(F) ifc-183(6)
/ .........................a...
/MARCOS
A. HERNANDEZ%
�...... .....................:...
1. 1.. 113878 :...
Jab Tn « �Tvss Type Dry PIy
QANm Bl' R85361663
UNIT-16825 F18 Flom 1 1
Job ReterencGlq )
Builders Hrs Saace(Cart ,TX), Cartatlbn, TX-5006, 630s 262➢24 MRei fidLsO�F's Ix ThU Nw 1414505d2➢24 Pagel
ID Vu&n�YgWHs NHpOMmMIFI WsB7OHg3NSgPWL6 3ulT GMN DC IJ4 JC'JI
rTa =
�sr� �� 1-3u I �d�y sxa= 4 3xa II
s®ld=rtaz
9
II t sxs ll
6 5
LOADING (psi) SPACING- 2-0U C51.
TELL 400 Plate Gnp DOL 1 W TC 012
TCDL 250 wmMr DOL 1 W BC 0E
BCLL 00 Rep Sde Ina YES WE 007
BCDL 100 Code IRC2021RPI2014 Matal
LDMBER-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(0A)
BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag
WEBS 2x4 SP No 3(flag
REACTION£ (size) 0=05$ 5=MESTanlcel
Max G. 3F 92(LC 1L YJCO(LC 1)
FORCES. (Ib)-Max Comp Mlax.Ten-/ill firce5250(10) or less except when shown
WEBS 35- 0110, 2�29610
NOTES-
1)UnhaaneedfloorWeleadshavebeenco ere 1orthmdeegn.
2) Refer 0 glNerts)Tor driers W loss mn2c0ans
3)Rearnmend 2xfi sM JCacks, on age, spaced at 1"0 oe and taste tlto each MES danpa0. to he Marra to walls 9Ned data ends a restmina driverbydriverm r eans
E) CAUTION, Do haterect Wss hack UBS
4 3d
4 3o
DEFL. n
doc) LHlefl "d
PLATES
GRIP
Ved(LL) T Ed
6 >9YJ E80
W20
2MY190
VEU(CT) , 01
6 >999 240
Hm(CT) T00
5 do Na
Weght 2911,
FT=20%F, 11%E
BRACIRG-
TOPCHORD
SNx1u21 wmd sheaNing dheclly appiCS cv�C
ac pudlns,
except eM vernal
BOTCHORD
Rigid ceiling dlreay applied or 1 M 0cc Trading
3-1NET IN 131-X 3')na15
YR .
VV
MARCOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
MiTek®
Jab
UNIT -16825 Buiers N/III FmF01
ldHUASaace(Carta ,TX),
�TUss Type
ROOF SPECLll
CanYbUn, TX - au,
2-2-0
2-2-0
Cry
P
R8536166d
2
1
jj
Job RefeRnce/p.MsMVS, Ix Tbu Nw141,150552➢26 Pagel
630s 262024 MR
ID:V.Mn Y,WH NHysBM-s 7FI W/ 70Hg3NS,P,L8 3ulT GMD.7J42JCEI
L2$
2-68
San!=1.In
u
ad =
d-2a
4zb
LOAGING:00
SPACING- 2-DO
C51.
GEFL In
pom Wen W
PLATES
GRIP
TCLL 100.0
P6(e Gip DOL iC0
TC
010
Von I -001
45 >999 480
MT20
24,V190
TCDL 250
Lumcer DOL 1 U.
SC
014
VeOt(CT) -003
45 >999 240
BCLL 00'
Rep Stress Ina YES
WE
Den
RRCRCT) 000
4 Na n2
BCDL 100
Come IRC2021rFP12W4
Mmai
WmCNLL) 0.00
5 -- 240
WeJgnt 301b
FT-2
LUMBER-
BRACING-
TOPCHORD 2x6SP2400F20Eor2x55PDSSorfm SPM31
TOPCHORD
2U-0oc purins 13, except men
venoms.
HOTCHORD 2x4SP1650Fi.5E or 2x4SPNo1w2WSPSS
CHORD
ROTE
RlgM telling energy applied.
WEBS 2x45P No
REACTIONS. (size) 5=rF58, 4=Mechanlcel
Max lbrz 5-w-10)
Max OPIR 5=b2(LC - BF 4(LC 9)
2 Max Gv 5529(LC i), 4=52%LC 1)
FORCES. Sto- Max ComplMax Ten.- All faces 250(m) or ess except men sbmvn.
WEBS 2�367/217,2-0=381216
NOTES-
1)Wall ASCE716,Vu8=115mpn(15ecnndgest)Vasd impn,TCDL=60ps,,BCDL=60psf,h= kB-45$L=4 ,e. 5ft.CaL
II; Exp C. random, MWFRS(droolum1) and C Comm(3)zone, carldeverleft and ngnt exposed, end veNcal Eft ale Exist
exp sedC-C for makers and fohes 8 MWFRS for reactions strum, Lumber DOL=160 Plate gdp DOL=1.60
2) Pence serrate dcmwge to prevent miler ponQ g.
3) Thin truss has been assigned fora 1D 0 of bMam chom none load modraccuarent w80 any other Irve rude
4)' Thts MUSS has been deslgn:d for a We bad of 20 opsf On the tumor cMud In all forms venue a rectangle3 my by fr} vide
wR FN belyna n Me Mnom clew add any o01u members_
5) Room to gi der(s)for Muss to boss cnnrecWns
6) PUVMe mechanical con neram (by MMus) of miss to leading plate capable of vnthstaMing 100Ib upff, alpinks) 5, 4.
]) TMs Moss desxin requMes iMaM a minimum of 7116-sMtu al wood sheathhg he mpned dRectly t0 the fop cMd and 12" gypsum
shemock Me applied air" to Me MODm Use
8) Graphical pudln represeMalmn does End depltl the Yma or Me orientation of the pUlln abng the fop andlm bottom than.
^—SE FT
F �
ygP•,....;F4S 11
1........................:. d
n.
COS A. HERNANDEZ:
....113878 ....;...�
'+1;prFs<yCENSEa-"*#i�i
COR F-12513
November 15,2024
MiTek®
Jab
pe
UNIT -16825
FF0«2
R
Bildrs FlrslSa(Crt
X),
CamAnn, TXssTY
-
2d 2
b7-12
21 12
3x4 =
1
� 2
ICI
ICI
Ic
pry P
R85361665
2 1 Job Reference/pgpnalj I— Pm Nw 111,1. 112024 Page l 630s 26ID24MiieKYnd150M5
ID:VuMm YgMHs NHy.BMm RIFT W' 70Hg3NSgP,L6 3ulT GMD.7J4 JC'
.1.12 43A
38 2b12
xxb II 3x4= ab II smld=1174
/� /L4-J>
8
7
fi
3xt8 -
Tfi=
67-12
338
4'42
4112
LOADING (ps1)
SPACING- 2-DO
C5,.
OEFL. In
per) WcH I/O
PLATES
GRIP
TCLL 400
F Gnp DOL 1-
TC
014
VeMLL) -001
7 >999 480
MT20
24 190
TCDL 250
Lumber DOL 1on
BC
013
VcmCT) -002
T8 >999 240
BCLL 00
Rep smrsloO YES
WB
020
Ha7(CT) 001
6 no, on
BCDL 1no
Code IRC202WPIM14
Ma8[t-As
WeJgM 55In
FT-2
LUMBER-
BRACING -
TOP CHORD 2x4 SP 1650F 15E.,W SP No 1 w 2w15P 55
TOP CHORD
2U-0oc pudlns (6 max .) i-5,
except cutwrdcals_
BOT CHORD 2 4 SP 1650F 15E ora4 SP Not m W SP SS
BOT CHORD
Mind ceiling directly applied.
REAcnox9. (s ) 6-M ftanral. 6-YAecnarocm
Mai G. 8=675(LC i), 6,G75(LC 1)
FORCES. put - Max Cmr,Mox. Teri - All fre 250 gin or less eicepl xTen Ancem
TOP CHORD 2�6681D, 3-0 B`8N
BOTCHORD 7S(/4946-7=01494
WEBS 2d 68W 2-7=0/ 3. 3-7=27N017-M53.46--68M
NOTES-
1) Refer m glNer(s)Tor Buss W Buss connections
2) The, truss desgn regions Mad a minimum a7116-structural wood skeal0ng be applied directly to Me top clrN and 12-gypsum
streetrock to applied dir" to Me betlom chord
3) Gaptrkal pudln represeMatlondoes� tdepicttN wear Meomnttmof MepWinabng Metopandlor betumctrwd.
4)Recommend2x6 egbacks,onedge, spicedat10D-0ocandfastenedtoewtu BusswM3-l0dM131'X3')nal6.
Stengletl3 W Inc amocined 0 walls al ttrctt roger eeN or reMoured by enter meal¢
ySPS�/ V Fx4P
......
MARCOS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
roea sa.ewan,se.
MiTek®
evmomc,e nm�,-H
,r.—lg,i,c
s,a7�,s7„MneKe=�
Jab
Tn .�
Type
Dry PIy
R85361666
UNIT -16825
FF03
�Tmss
ROOF SPEChIt GIRDER
1 q
Builders FietSaxce(Carta N/m
,TX),
CanO6bn, TX-5006,
L Job Ret-`= Ij
8l'
630s 262➢M'..1 iKdL1V I— ThU Nw 1414W 562024 Pagel
IO:VuBm YgWHs NHpBMmnR]FI sB7OHg3NSgPq L6 3ulT GMDmIJ4 JCol
14-12
4-1-12
61612 9-3d
•
2-4-12
2a0
21. 2b12
5®@=1Y83
,Ft II Ran - zx4 II 3.fi -JI zx4 II
5;I i LE: 2. 1n 4 7^I
u u
fi= ]
fi
a
4m =
.2 9- d
L]-12 .2
LOFOING (psi)
SPRCING- 2-DO
Can
OEFL. n (cm) wen W
PLAFES GRIP
TCLL 100.0
P6te Gnp DOT 1"D
TO037
VM(LL) -002 ] >999 480
MT20 24411W
TCDL 250
Lumber DOT 1 W
BC 021
VM(CT) T ] >9YJ 240
BCLL 00'
Rep Strgs Mcr NO
WE OW
Hmz(CT) 001 6 Na n2
BCDL 100
Coale IRC20217Pl2Di4
Mardi
Wm,gLL) O.ol ] >999 240
WeJgM 13511, FT=20%
LUMBER- BRACING-
TOPCHORD 2x6 SP 2400F 20E 0r2x55P DSS or 2x6 SP M 31 TOPCHORD 2TH) putllre(6DO men.) 1-5,
except FallWrRC.1s_
HOTCHORD 2x6 SP 2400F20E or 2n6SPDSSm2x6SPM31 BOTCHORD Right ceiling direc0y applied.
WEBS 2x4 SP No.3
REACRONS. (sae) B=MeclNnrcal, 6-YAecbabcal
Max Mr. 8,4B LC 11)
Max G. 8= GORC IL 6=4680(LC 1)
FORCES. Bad -Max Comp Mlax.Tert-AIIPorce5250 (10)orkss except wlren sbmm_
TOP CHORD iS-ID3]N, 23=4684N, 3d=4684N, Sb=-003]N
BOTCHORD ]S0136906-]=0I3690
WEBS 2�501 W. 2-]=(Y1392 0]=-202W, 47=0/1392, 4b=-5018M
NOTES-
1) 2Tty Vass to be conmxte0 w together 1ml (0131 NY) nails as follows:
Tap chords Connected! as fulluurs_ ad-1 mx at 09C rr, 2tt6 - 2 rows staggereal at 0-9O m,
Bottom chums ocirmoed as (allows-2x6-2 rows staggered at 0-9-0oc.
Webs conntt@al as toNws: 2x4-1 rmv a10.94) oc.
2) Ar baits are Considered equally a1pSe0 to all phes. except R acted as fiats (F) or hart, (B) face In the LOAD CASE(S) scctoa PI) to
pry connections have been pmxMed m distribute only loads noted as,R) or (B), unless olnevess Indicated.
3) Will: ASCE 7-16; WR-115mpb (35 d gust) VasOSimpn; TCD1=6 OpsL,, BCD1=6 upsf. n=30R B=451, 1=4011; eave=5ft, Cat.
II;ExpC,Focused, MWFRS pinscLOnag arts CC ComereB) Cne, mummer left and mint exposed: end vertical left all right
posmCCC for members add faces 8 MWFRS our reacllans snam; Lumber DOL=160 plate me OOL=160
4) PmvMeadequnte manage W prevent eater pOndmg.
\\�
psf offal �re�a�gie3s0tau
oa onu Neond
wssnasbeedIgbeen rea aneasnwle
OF•TFx\II
rorzBwb
6jTm eot2o lm�nwOna�l aby z-Da wide
PSE
.1 fit between Me NMm clwN all am 08rer members_
])Refer to gimer(s) for mass to Wss connections
/
8)Lendmse(s)1,2,3,456,],8,9,iD,N,12,13,14,15,16,P,18,19,20,21,22naLhavebeenm ifim! BufidNgdesgner
must review load, to verify Ma they am Correct for Me Intended use a Has mass.
9)Th6wss desgn NtM aldhe01yto Metopchoral V2^gypsum
...........................�
IMARCOS A. HERNANDEZ.,
regmrmUata minimum of7fl6'sN umi 0odshe apple and
sncebock be applied dir" to Me MtlOm Chem
.
III
10) Graphical punin relxesentatmn does nor depict the vze or Me meranOn ofthe Wdln along Me top andsm Whom tlroN.
. 113878
I
Ill �f </CENSE
LOAO CASEIS) Standard
';*,,%
1) Dead +Rwr Hve (be6nce0) Lumber IMrease-100, Plate lmmam=l DO
Untorm Loads g,lM
1l SSIONAI"'
\\\""��
Vert 1S 1020, 6A=20
2) Dead + O]S Runs Irme(baanceO) Lumber Increase-1 OO, Plan, lxrease=100
COR F-12513
November 15,2024
onmian rt� nan=+
w d,R91
MiTek®
lel—ry m
N
N M
9rvAnafmm'.PxMu9)
RMIMan, Cs .1
mponeM a r veom�etry
,Macs a sererymmmafim ar acYc anuM mponen �( 1H
Jab
ITn«
Type
Dry
IPIy
R85361666
UNIT -16825
FF03
�Tmss
ROOF SPECWt GIRDER
1
q
L
Job Reference[p�1p Ij
Builders HrslSeurce(Carta N/m
,TX),
CaRoMon, TX-5006,
KI
630s 2'aMMReKiKdI1IV, Ix ThU Nw 1E 1050562026 P.,2
U)VUBmdrGY9WHs NHysBM-S 7 I .B7OHg3NSgP,L6 3ulT GMD.IJ4 JCt1
LOAD CAM(S) Standard
Laced Loads (pIH
Ved: 1ti 918, 6A=-20
3) Dead+OnMabda0k MIC WMON Storege Lumider Incease=125 P6R Increase=125
Lamm Loads (plry
Ved:15=633. G8=-00
4) Dead +06 CL N nd (Pas Ir lennaq Case 1 Lumber Increase l 60, P6(e RCM,Rse=160
Lamm Loads (plo
Ved: 15 27, 6A=-12
Harz tare, 56=43
5) Dead +06 C-0 "find (Pas_ Internal) Case 2 Lumber Inoeas,l 60, P ate ImMase=160
Untrortn Loads (plf)
Vert 15 27, 6A=-12
H. 1d= 5fY28
6) Dead
+06 C-C"find (Neg In@nag Case 1_ Wmber Increase=160, Plate Iacfeas,160
Lamm Loads (pIH
Ved: 1b 672] 6-8=20
Harz 1A-=40 56�J1
]) Dead+o 6 C-0 "find (Neg Weed) Case z Lumcerincrease=160, Plate Inc ease=1W
Undmm Loads (plf)
Vert 15-�i43, 68=20
Horn 1a3156=40
8) Dead +06 MWFRS Wnd (Pos_ Internal) LefL Lumber Increase-1 W. Mee Increase=160
Lamm Loads (pIH
Ved 15 50, 6A=-12
H. 1a11, 56 l
9) Dead +06 MWFRS Wind (Pos_ Internal) Rgbt Lunar Increase-1 W. Plate Incease=160
Untbrtn Loads (p10
Vert 15 50, E8=-12
Harz 1�2156=12
l0)0ead+06MWFRSWlnd(Neg.Intemal)Left Lumber Incease,160,Plate Inc se=160
umtmm Loads (pll)
Vert : 1-5-d .68=20
Horz 1A=S Wind
11) 0ead+06 MWFRS Wlnd (4 In@mal) Rgbt Lumbre er hrcrease=160, Plate Incas,,160
Undo. Loads (MO
VM. 15=F20, Vd
Horz 1-8-8, 5£=29
12) 0eed+06 MWFRS Wn'd (Pea. In emad)1A Paa1Iel LumbeT Increase=160, PMte Incnease,i W
umtorm Loads (MO
Vert : i5=-0. , 68=12
= Horz 1A54-
13)0 clF 06 MWFRS Wind(Pm I Aernad 2nd Pmalhd Lumber Increase=160, Plate ImMas,,l 60
Undo. Loads (MO
VM. 15=-4", 6d=12
Horz 1-8=26, Ni
14) Deed +06 MWFRS Wind (Neg. Internal) 1st Pa2Ilel Lumber Increase=l W, Plate Increase=160
Undo. Loads (MO
Vert : 15= l'66=30
Horz "-14, 5414
15)0 cl+06 MWFRS Wlnd(Neg. Imemal) 2nd Parallel Lumber Incease=l W. Pate Increase=160
Undo. Loads (MO
VM. 15=$1, 6d8 2
Horz 1-8=14,N 14
16) 0ead_ Lumber InOe D90, Mee Ircrease=090 PR neap 90
Undo. Loads (MN
Ved: 15= 61368=20
� 17)d+0T5RwtLw jWl)+0T5(06MWMSWnM(Neg.mpLen)-LumcerIncrease=160. Platemuease=160
UMorm Leads (IYI)
Vert :15=-942,6d=211
HOC, 1A=225a6
18) Dead+O 75 Rw(Lw dal) +0 ]5(06 MWFRS Wind (Neg Ind Rgbt): Lumner Ino,ose=160, Plate Increase-1 W
Unrtorm Loads (pIH
Vert 1`.r W4,6�20
Horz 1A�, 5E=-22
19) 0ead+0 ]5 Rw(Lw (Wl)+0 ]5(06 MWFRS Wmd (Neg. Int) tst Parallel) LumlaeT Increase-16(FPlate InaeaRC,1 W
Undo. Leads (IYI)
Vert : 15=-939.6d8 2
HOC, 1A=1, Nin
20) Dead+O 75 Rm(Lw Usel)+0 ]5(06 MWFRS Wind (Neg Ind 2M Paallel) LunMu Increase-1 W. Plate Inrrzase=160
Unrtorm Loads (pIH
Vert 15=-939, 6�20
Horz 1A=115a-11
21)0 cl+06C Wind MeT Dmm_ Lumber InMease,l GO, Pate Increase=lW
Jabvss �Tvss Type
ONIT-16825 FF03 ROOF SPECLll GIROER
SuMW Firms —(Cal ,Tx), cxrtO6Nn, Tx - ,
LOFO C113E(5) S lord
Undmm Lo dtl (p0)
VM i 5-- , 6E 12
Ho¢ 1A=18, S -16
U 22)dt 06CC WIW Mai. Up WLumOTInvease=160, Plate Inuev lW
Unamm LWJS (pm
Vv 1�511, 6b-12
Harz 1A-W E=16
1 P
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UNIT -16&25 N/III maul Flom Supported Gable
Builders Frslsaaee(Cam ,TX), CamoBon,)( 5006,
t 3 3
pry Ply
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6 7 8 9 1.
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t5 14 13 12 1t
t1a0
nao
LOAOING (No SPRCING- 2-DO CSI.
OEFL. in
paid) Well W PLAIES GRIP
TCLL 400 Pate Gnp DOL 1c0 TO ON
VOMLL) Na
- Na 999 MT20 244OW
TCDL 250 Lumcer DOL 1 W BC 001
VeMOD Na
- Na 999
SCLIL oo Rep Slugs Ina YES WE 004
HamCT) 000
11 Na n2
BCDL 100 COOe IRC2021/rPl2Di4 Matra-R
WeJgM 54a FT=20%E 11%E
LUMBER-
BRACING -
TOP CHORD 2x45P i650Fi5E or2x45P Not w2w15P 55(flal)
TOP CHORD
ShucN21 woo050eatNl�g Uhectly applltlw680 oc Wrllns,
BOT CHORD 2x4 SO 1650Fi 5E or 2x4SP Not w2WSP SS(8a1)
except end veNfals.
WEBS 2x4SP 1650F 15E M a4SP No 1 or 2W SP SS(8ag
BOTCHORD
Rgld telling dlreNy applied or 1 D Doc Mxing
OTHERS 2x4 SO No SOON
REACIIOBB. All Oeamys11-40
(10)- MaxG2v Altreatllo1N 25010 or ass atjolnt(s)m, i1, 19, 18, 1], 16, 15
14, 13, t2
FORCES. (a) -Max Comp Mlax.Teo-Allfirce5250 (10)orless except when sbmm_
NOTES-
1) A8 plates are 15,3 MT20 unless othaese Indicated
2) BOI, requires continuous IwBan Craig beamg_
3) Truss to cedulysneaN fromoneraceorsecurerybmce agaastlateralmovemmd(Le.dogonalveo).
4) GaMe h ds spacce at 1-0 .
5) Recommend 2x5 strom]Lrecks, on edge, sp rcN at 10-0 0 oc and hastened to each tmss
anth 3 load (0131"X
W) raft
Strongbacks to tie attacRV to walls at Mar order ends w restrained by order means
�I
:R
...........................:....
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
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BuildersFlrslsax..(C.uu ,Tx), CamAd ,Tx- 5006,
4
18 P 16
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R85361668
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LOUNGING (ps1)
SPACI
TCLL
400
P6teG
TOOL
250
Lumber
BCLL
00
Rep
OCOL
100
Came I
NG- 2 SR CSI. GEFL. n doc) Mood! Oil PLAM. GRIP
np DOL 1 DO 008 Ved(LL) Na - Na 999 W20 2"190
OOL 1 DO 0 02 ved(CT) Na - the 999
tru Ina YES WE 004 HGT(CT) 000 11 Na No
R=VJP12014 Matrk-R Weight 50I1, FT=20%F, 11%E
LIUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 wzWSPSS(flA) TOP CHORD Shuclural wood sheathing doaUN applied w6-0-0 oc purllns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Not or zW SP SS(fla) except and veNcals.
WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(fla)'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc ancTg
11-21: 2W SP NO3Ual)
OTHERS 2x4 SP No 3(fle)
REAL BONS. All bearings 12-24;
old) - M.G. A i ere ,on5250 W., ks ar)olnt(s) 20,11,19,18, 17.16, 15,14,13,12
FORCES. pp) -Max Comp. Wax. Teo- Allfiin[es 250 Um 0r F s except v.Ten shown
NOTES-
1) All Ida es are 15x3 MT20 unless o0reoxse Intel cl
2) Game requires contlnwus notion chord learn]_
a)Truss r0 de NM sh
eathed from one race or omurely braced against Urecal movement (Idia e. gonal W Id).
E) Gablesods spaced at t-TD.
5) Recommend 2x6 "Aacd om, on edge, spaced a11" 0 oc does fastened to each ss won 3-told (0as 131' X W) M
StrolgbarMobe a11acRV 0 walls al NeO othere wrestrained by Nrermea�
6) CAUTION, Do not em t Wss backwmds. _
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
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LIUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 1.5E or2x4SP No 1 wzWSPSS(flA) TOP CHORD Shuclural wood sheathing doaUN applied w6-0-0 oc purllns,
BOTCHORD 2x4 SP 1650F 15E or 2x4 SP Not or zW SP SS(fla) except and veNcals.
WEBS zx4 SP 1650F 15E or 2W SP No 1 or zW SP SS(fla)'Excepr BOTCHORD Rigid ceiling dimay applied w l OO-0 cc ancTg
11-21: 2W SP NO3Ual)
OTHERS 2x4 SP No 3(fle)
REAL BONS. All bearings 12-24;
old) - M.G. A i ere ,on5250 W., ks ar)olnt(s) 20,11,19,18, 17.16, 15,14,13,12
FORCES. pp) -Max Comp. Wax. Teo- Allfiin[es 250 Um 0r F s except v.Ten shown
NOTES-
1) All Ida es are 15x3 MT20 unless o0reoxse Intel cl
2) Game requires contlnwus notion chord learn]_
a)Truss r0 de NM sh
eathed from one race or omurely braced against Urecal movement (Idia e. gonal W Id).
E) Gablesods spaced at t-TD.
5) Recommend 2x6 "Aacd om, on edge, spaced a11" 0 oc does fastened to each ss won 3-told (0as 131' X W) M
StrolgbarMobe a11acRV 0 walls al NeO othere wrestrained by Nrermea�
6) CAUTION, Do not em t Wss backwmds. _
VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
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VV
MAW A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 15,2024
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Jab
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Type
Dry Ply
R85361669
UNIT -16&25
Gem
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1 1
Builders FrslSance (Carta N/m
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Job Reference/pgpnalj Ix Thu Nw 1414505] 2➢24 Page 1
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a 1. II 4 sxa II
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9
sxa= un II
16K1
II 1c4 11
43T
41.
PMIe Ofhe6 lX YI-
5 Food0.1 To 190.1A0.1-81
LOADING (psi)
SPACIRG- 2-0O
C51.
GEFL. In
"a) led "d
PLAIES
GRIP
TCLL 400
P6te Grip DOL 1 W
TO 0 Do
VeRILL) Na
- Na 999
MIT20
2"190
TOOL 250
LumMr DOL 1 W
BC 002
Ved(CT) Na
- nod 999
POLL
Rp S Ina YEeorie
HgT(CT) 000
5 Na Na
BCDL 100
IR=VTP120145
Ma R�
Weird : 23 to
FT-2 E11%E
LUMBER-
BRACING -
TOP CHORD 2z4 SP 165OF 15E or a4 SP No 1 or 2W SP SSUSU
TOP CHORD
starring U1rec11y applied w�-0oc
Shuctu21w dsteaN4
p pins,
BOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SSUSS
except end veNals.
WEBS 2x4 SP 1650F L5E or 2W SP No 1 or 2W SP SS(flal)'Exr¢pP
BOTCHORD
Rigid ceiling directly applied w 1 DO-0 cc anciM
8, a4 SP No 3dddD
OTHERS 2x4 SP No 3dido
REAL BONS. All bearings T3 0.
(to)- M.G. Allredmdxe250 dav,sat)olnt(s)05,Z6
FORCES. do) - Max Compp Mlax.Ten .- All forces 250 So or l s except Anen sbmm_
NOTES-
1) Gable repulres continuous bMlom UmN be..,
2) Truss W be Nny sbeaNeJ tmm one lace or searery bared dgvnst Meml movemem p
e_ augonol w g
3) Gnbk sNd; spaced of 14o oc
4) Recommen02xG shmgbzcks, on Mge, spse0 al 1" 0 oc and fastened to conch buss won 3-100 to 131"X
3") na05
Sddahac s to be a0aclred to Anils al their older ends ce dest2lned by other meads.
5) CAUTION, Do not ered Wss backwddi .
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 15,2024
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Symbols
PLATE
LOCATION AND ORIENTATION
1f2L�lIT L+I W Dimensions
ionsaeplate on joint unless xnt
offsets are Indicated
,
Apply pions are in h sidesinusioft, hs.
Apply plates to both sides oP tmss
and fully embed teeth
.
Ogee
� F
For 4 r 2 orientation, locate
p ates 0-'�d' from outside
edge of truss,
This symbol inCoates the
required direction of slots In
connector plates.
"Plate location detalls available in MITek
software or upon request
PLATE SIZE
The first dimension Is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots,
LATERAL BRACING LOCATION
Indicatedin the
symbol shown and/or
by tax[ in the Bracing section of the
output User orlbredng
If Intllcatetl.
BEARING
Indicates location where bearings
(supports) occur 4cons vary but
reecdon section Indlcatesjolnt
number/letter where bearings occur.
Min size shown Is for crushing only
Industry Standards:
ANSI/TPI1'. Natlonal Design Speciflcatlon for Metal
Plate Connected Wood Truss Constmction,
DSB-22 Design Standard for Bracing,
BCSI'. Building Component Safety information,
Guide to Good Practice for Handling,
Installing, Restraining & Bracng of Metal
Plate Connected Wood Trusses,
Numbering System
61 1 tlimemlom shown in call) lx[eenMe
(Drawings not to scale)
1 2 3Jolnt lO
TOP CHORDS typ
� e WEBS L33 Qv 4
k
0 u 4 Y s
3 u U
OF ca css � a BOTTOM CHORDS
8 7 6 5
JOINTS ARE GENERALLY Nt1MBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT,
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
Product Code Approvals
ICC-ES Reports,
ESR-1988, ESR-2362, ESR-2685, 5SR-3282
ESR-472$ ESL-1388
Design General Notes
Trusses are designed for wind loads in the plane of the
truss unless othenlvise shown
Lumber design values are in accordance with ANSUTPI 1
section 6.3 These truss designs rely on lumber values
established by Others.
02023 MiTek®AII Rights Reserved
M mi Te V
MITek Engineering Reference Sheet Mll-7473 rev 1/Z2023
A General Safety Notes
Failure to Fallow Could Cause Property
Damage or Personal Injury
1, Addl[ional.tadlllry pricing for puss "tam a 9,
dlagonel or x-bracing, Is always requiredsae scsl,
2 Truss bracing must be designed by an engineer For
wide puss spacing, Individual lateral braces themselves
may require bracing, or alterni Tor I
bracing should be considered,
3 Never exceed the design loading shown and never
Stack materials on Inadequately draped tmsees.
4. Provide cold 89 of the truss design to the building
deadens,, eracticn SupeNlacq properly owner and
all other Interested peRles,
5. cut members to bear tightly against each other.
6 Place PI Ras on each face oftmee at each
joint and am led fully, Knots and Wane ajolnt
local ons are regulated by ANSI/TPI 1.
7 Design assumes trusses will be suitably protested from
the environment In scoot With ANSI/TPI 1.
8 Unless othemIse notetl, in of stile content N lumber
shall not exceed 19%at time of fabrlost on,
9, Unless expressly noted this design Is not applicable for
use wIN fle retardant pressrvelve treated or green lumbar
10. Cam par IS a non-stuctu,R Consideration and 18 the
reeponslpudry of truss fabricator. General credits Is to
cembertor bead load den ePllon
11. Pike type, Sue, cremation and location dimensions
Indicated are minimum plating requirements.
12 Lumber used shall be of Me species and else, and
In all respects, equal a or beder then that
stapled.
13 Top chords must be sheathed or purling provided at
Sparing Indicated on design.
14 Bottom chords Moans lateral tracing R 10R spacing,
or lees, If no del Ina I9 Installed IN... RneNvls. notetl.
15, Connestlons not shown are the responsibility of others.
16 Do not out or sitar trues member or plate WQnop[ or or
approval of an engineer
17, I nstall and load vertically unless Indicated Premise
18 use of green or treated lumber may pose unacceptable
environmental, health or perform once Asks. Consult Wlth
project engineer before use
19. Review all potions of this design (front, beck, words
and pictures) before use. Fw eWing actures alone
Is not sufficient
20. Design assumes mendasture In accordance Wlth
ANS[TPI1 auaitycrdtena
21, The design does not take Into account any dynem It
or other loads other Her nose expressly Stated,
Irmo
CHILDRESS
ENGINEERING SERVICES
November 18, 2024
Grapevine Brownstones, LLC
15441 Knoll Trail Drive Suite 150
Dallas, TX 75248
Re: 250 East Dallas Road (Building 5)1 Grapevine, TX
Lot Block
Plan Building 5
To Whom It May Concern:
2505 N Pl . Rd
SU 4 00
Richards®, T 75082
214 516630P
214 51L631P
This letter authorizes the following plan, designed by Childress Engineering Services, in
accordance with the "Design and Construction of Post -Tension Slabs -on -Grade' having been
designed to meet or exceed the specifications stated in the 2006 International Building Code,
the 2006 International Residential Code, the Current Advisory Boards (BRAB) Report No. 33,
and currently recognized engineering practices to be utilized at the project listed above.
Calculations for the above plan were performed based on the following:
Subdivision:
Grapevine Brownstones - Phase II
City:
Grapevine, TX
Soils Lab:
UES Professional Solutions 44, LLC
Soils Report:
G241485
PI:
40
Qu:
1500
If we can be of further assistance, please give us a call. We
of service.
Respectfully,
O�(2�
Tony H. Childress, P.E., S.E.
rn���ree
v.
By ARMULU0..SRSZTS-
'uF$t,to be
j ..........fk9tttI �s
Me
Z
'. r o
Y H. CHILD
72029 ; x
SSIONAl
'llllt�oti....
F-7422
w .cesglobelxom