HomeMy WebLinkAboutTH2024-004447M
Residential Inspection Form
Ticket Status
Ticket Status: PASSED &
MAINTAIN
Location Information
Customer:
Street Address:
City, State:
Inspector:
Subdivision:
Plan:
Zone
Photo of site upon arrival
(Required):
Date Submitted: 05-04-2026 12:37 PM
Submitted By:
Childress Engineering Services, Inc.
This inspection passed. Maintain the site in the same condition as the time of this
inspection.
Grapevine Brownstones, LLC
250 E. Dallas Street (Building 8)
Grapevine, TX
Don Lennox
Grapevine Brownstones - Phase II
Building 8
1
General Ticket Information
Task Category:
Frame
Task (Ticket Type)
Frame Reinspection
Ticket Number
26738603
Due Date
05/04/2026
Superintendent and Contractor Information
Superintendent Name Logan
Superintendent Phone 214-794-2006
Frame Inspections
Site ready for frame inspection? Yes
05-04-2026 12:21 PM
Is the correct plan on -site? Yes
Page 1 of 2
!F0
Residential Inspection Form
Site Detail
Notes SW and Frame Passed.
Inspection Date 05-04-2026
Inspection Result Passed & Maintain
05-04-2026 12:37 PM
Date Submitted: 05-04-2026 12:37 PM
Submitted By:
Childress Engineering Services, Inc.
Page 2 of 2
4 Mechanical Plan Level 4 Cupola
3116- 1''0"
3`Mechanical Plan Level 3
3116- i'-0"
�w [
Mechanical Plan Level
3/W- 1'-0"
Mechanical Plan Level 1
3116 - I' I"
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SC1-IAUMBURG ARCHITECTS. PC
January 5, 2026
Architecture
Project: Grapevine Brownstones Phase 2
250 East Dallas Road
Grapevine, TX 76051
Project #2130-B
Fire Separation Wall Approval
UL Approved Product Submittal
Schaumburg Architects has reviewed the attached UL tested fire separation wall penetration detail W-
L-2342 and has approved it for wall penetrations between the individual units for the above project.
A ED ARO
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gT�OF
8432 BLUE HERON CT.., FORT WORTH, TEXAS 76108 TEL: 817-991-0132 EMAIL: IEFF@SCHAUMBURGARCHITECTS.COM
#�� .w.o �•�� UNITS 14-16
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City of Grapevine
#SYSTEMHAUSE Residential Energy Compliance Path
'u101N45O`""; B01°100 TEXAS Energy Code Requirements of the 2021 IECC (IRC) as amended GImnn�sa n�.If G
Submit with application for either p'mmn
0 A building permit OR ❑ A Certificate of Occupancy
Project Address: 250 E. Dallas Rd., BLD. 8, Unit 26 (Ph2), Grapevine, TX 76051
Project shall comply with one of the following:
❑ Option #1— Prescriptive Compliance: Sections R401 through R404 (N1101 through 1,11104)
9 Option 02—Total Building Performance Compliance: Section R405 (N1105)
o Includes compliance with requirements from Sections R401 through R402 as indicated in Table RAVI
❑ Option #3— IECC Energy Rating Index Compliance: Sections R406 (N1106)
o includes compliance with requirementsfrom Sections R401 through R402 as indicated in Table Ithli
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 (11I1021 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 AN51/RESNE!/ICC301, as it existed onlonuary 1, 2021.
o Includes compliance with the Mandatoryrequeernento of 20181ECCSec[ron R406.2.
o Includes compliance with Building Thermal envelope provision of X181ECCR402.1.2 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.
Ise
Agency and Certification Number: SySterrlhaUSe - ICC 860592 ,„,,,,,,,,°,,,,m„„,,,,,R11
L� -AI
Signature of Responsible Party:
William S. "Stan" Folsom, LEED AP
AS AIR LASUBS
-
Printed Name and Title of Responsible Party:
R
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 (NUCOG). httoS://www. nctcoe.ondenvir/reeional-buildine-
codes/amendments.
RECEIVED_ 12/912024
24-004447 "Gapevo n Brownstones"
250 E DALLAS ROAD BLDG 8, UNIT 126
TOWNHOME CONSTRUCTION
Single Family House Energy Report
Project Details
Project Name: Cadence_Grapevine Brow
Builder Name:
Cadence Homes
Builder Phone:
214-341-0058
Builder Email:
Address:
BLD.8, Unit 26
City:
GRAPEVINE
County:
TARRANT
Zip:
76051
Certificate #:
Date Issued:
18%
Above Code
This single family residential project was found to be in compliance with the
performance measures described in the 2021 IECC with R408.2.3 Reduced energy
use in service water -heating option (DHW UEF greaterthan or equal to 0.81) as
calculated bythe Energy Systems Laboratory, a division of the Texas A&M
Engineering Experiment Station using IC3 version 4.6.1
1341992 I ENERGY SYSTEMS LABORATORY
11/8/2024 TEXAS A&M ENGINEERING EXPERIMENT STATION
Mrs
Notes: <<<Phase 2>>>
William S. Folsom, LEED AP
ICC 5211468-7
Emissions Reduction
NOx:
Sox:
CO2:
2 lbs.
2 lbs.
3,300 lbs.
The values produced are generated by the DOE-2 building energy analysis program. These values do not constitute a
guarantee of actual energy usage by ESL or TEES.
IC3 performs the hourly annual energy calculation in accordance with the International Energy Conservation Code
Section R405, Simulated Performance Alternative. IC3 does not address the adequacy of the sizing of the heating/
cooling system.
Authorized Signature:
P/
,
IC 0N: Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Pagel of3
General
Numberof Bedrooms: 3
Wall Cavity Insulation: R. 23
Wall Continuous Insulation: R. 0
Orientation: South
Windows
SHGC: 0.25
U-Factor. 0.35
Roof
Cladding Type: Composite Shingle
Radiant Barrier: Yes
Sealed Attic: No
Rooflnsulation: R-38
Attic Ares: 1162 sq. ft.
Cathedral Ceiling Area:0 sq. ft.
Flat Roof Area: 0 sq. ft.
Wal I Area Nest 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: 510sq.ft.
Stud Type: 2x 6
Floor Wall Height: 10 ft.
Stud Spacing: 16 in.
Front Side Length: 24ft
Right Side Length: 25ft
Mechanical
Front Side Window Area: 72 aq. ft.
Right Side Window Area: 24 sq. R.
Front Side Shading: 0ln
Right Side Shading: 0in
Blower Door Test: 3 @ACH50
Back Side Length: 24k
Lek Side Length: 25k
Ventilation Type: Supply Only
Back Side Window Area:O sq. k.
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: 1162 sq. ft.
Area over Unconditioned: 652 sq. R.
Fraction Outside: 0.9
Floor Wall Height: 12 ft.
Duct Tightness Test: 112 @CFM25
Front Side Length: 26 ft
Right Side Length: 47ft
Supply Duct Insulation: R-6
Front Side Window Area: 114 sq. ft.
Right Side Window Area: 86 sq. ft.
Return Duct Insulation: R-6
Front Side Shading: 0 In
Right Side Shading: 0 In
Back Side Length: 26 ft
Left Side Length: 47ft
Back Side Window Area: 90 sq. ft.
Left Side Window Ares: 0 sq. ft.
Heating
Back Side Shading: 0 In
Left Side Shading: 0 In
Heating Type: Natural Gas
Floor 3
Heating Efficiency: 0.8 AFUE
Floor Area: 1130 sq. R.
Area over Unconditioned: 0 sq. ft.
Floorwall Height: 10 ft.
Water Heater
Front Side Length: 24 ft
Right Side Length: 47ft
Water Heater Type: Natural Gas
Front Side Window Area: 78 sq. ft.
Right Side Window Area: 12sq. ft.
Energy Factor: 0.81
Front Side Shading: 0 In
Right Side Shading: 0 In
Size: WA
Back Side Length:24 ft
Lek Side Length: 47ft
Burner Capacity: WA
Back Side Window Area: 58 sq.ft.
Left Side Window Ares: 0 sq. ft.
Back Side Shading: 0 In
Lek 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
3.8 kW
1,143 kWh
Proposed Design
Standard Reference
Gas (therms) Electric (kWh)
Gas (therms)
Electric (kWh)
0
88
0
88
0
1,292
0
1,414
0
185
0
182
0
3,547
0
3,752
302
0
465
0
97
0
97
0
400
5,112
560
5,435
Conversion factors:
Site to source factor. 3.16 for electric or 1.1 for natural gas (SCC 2015 R405.3)
Unit:1 MMBtu =10 therms or 1 MMBtu= 293.1 kWh
Mm...
.606 Version 4.6.1 Copyright 2015 Energy Systems Laboratory Cadence_Grapevine Brownstor Page 3 of
MiTeko
MTek, Inc.
400 Sunnis Ave , Suite 270
Roseville, CA 95661
916.755.3571
IIMILIIBril
The truss dmwing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Builders FirstSource (Carmllton,TX).
Pages or sheets covered by this seal: R85344300 third R85344345
My license renewal date for the state of Texas is December 31, 2024.
Texas COA: F-12513
/-A COR F-12513
November 14,2024
Hernandez, Mums
IMPORTANT NOTE: The seal on ttrese Miss component desgns is a contrition
Met the engusm named is licensed in the iunsdicfiou(s) identiffied and that the
designs comply wth ANS1I 11_ These designs are based upon parameters
shown leg , loads, supports, dimensions, shapes and design codes), which were
glvente MiTekor TRENCO. Any prefect specific information includetl is far MTeks or
TRENCO's costumers file reference purpose only, and was not taken into account in the
preparmonofthesedesigns_ MTekor TRENCH has not mdependenflyverified the
applicalilM of the design parameters or the designs for any particular building Beforeum,
the building desgner should verify applicability of design parameters and property
incorporate these designs me the overall building design per ANSI fPI 1, Chapter 2_
City
Umoldea
AIR
ffiM
Fimi3wace(Can2
TX),
CanoCbn, TX-15006,,
8630 s5ep' C62024
MiTekllfdsg .. Weo.-111112162024 Pag�300
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San 11-21
a3 ll 115-itd 16113 20S] 2348
1-10.t3
1-]Ii
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249 2b9 2b9 2b9 2A-1
S®n = t38 ]
0 M 12
MB= d411 Mfi= 4a 2. =4= bq �� 4x5c 3x10= 2x411 512 Meem= .11
o I x s v. n 1 ¢ v. o .n 11 12 13
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LOAMNG (psi)
SPACING- 2—
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V0e8 'it
PLATES
GRIP
TCLL 1OD0
P6te Grip BEL 100
TO D74
Vcn(LL)
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>520 mm
MT20
220N93
TORT 250
Lumber DOL 1DO
BC 0%
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-072 1.1T
>382 24.
Mi8AH5
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BCLL 00'
Rep SOu Ina YES
WE 089
HGO(CT)
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BCDL 100
Code IR=VTP12014
Nam, AS
WIM(LL)
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>999 240
Wegnt 131 lb
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 w 2W SP SS -Except'
TOP CHORD
Structural
mod sneaNing directly
applied except end verilcds
1-10: 2x4DF2400F20Ema4SP2400F20EmWSPDSS
BOTCHORD
Rapid telling
directly applied.
BOTCHORD 2x4 SP 1650F 15E or 2W SP No 1 m 2W SP SS 'Except'
1419-2W DF 24DOF 2 DE 0r2x4 SP 2400F 2 OE m2 4 SP DSS
WEBS 2x4SP Nd3'Fxce"
1-20,1114: 2x6 SP 240OF 2 BE Mr SP DSS or 2 G SP M 31
2-20,21%1215,12-14" 2x4 SP 165OF 15E m2x4 SP No m Za4 SP
REACTIONS. (sde) 20=0. , 14
Max Boa 20=13(LC 8)
Max UPIR 20-�C 8). 14=F5(LC 9)
M.G., 20=3894(LCI), 14=3094(LC 1)
FORCES. (In) -Max Cmd,Max. Ted, - All Poree525D(IM) or less except vNen shown.
TOP CHORO 1-20=28,, 23 871
]V451,34-48]1MM3, 45=]77W]3056-876W817,
&] ]61M20, ]A--86]N806, 8-9-48675BII8, 9- IT- -566✓52211-12-ti`G65I524,
1314- 316MM
NOT CHORD 1320=2852]33,1&1?�i39I6526, 1718=]4&r]r64, 1&1]�88N9090,
15-16=7=08, 14-15�14M189
WEBS 2-20G 797M!). 2-19=-276/3149, 319�O 419=2501251, 418=164]186],
5-08=1341I144, St]=-i1&1329,&1]� 55 7-1]�.AT162]-06� M4
8-06 6&88, 916=125]1554 315=2410255- 111 ]3B],121T 28]/1319,
12-04-41141414
1)WnO.ASCE roomed.
S (d oml)dgust)Vasil eq3) TCm=60psf, RaM M d.CCm ndratemoved Cat / A
IJWFRS rmased;s,Mom;dMlmDOL,1 CLCeggp OIL-1 GMileverkft alM llgMex�se0 C-C (or memAers alM Pokes& /a
MWFRS deguadlonssawn, Lumnr yona fining gnp OOL=160 •*............................ .
2) Produce adegume dmlregemprevem v2mer pondtrg �MARCOS A. HERNANDEZ
3) A8 times are MRO plates unless Nne veil, Iavale0. p••••••......••••••••••p••••
4)Tns Mess Na been"na for a 100 psr nation amid de load nolmonadmid with any odmlre leads. �l 113878
5)'Thval rt��hnI Ig Me Doltion �rraa �le of2OOoffier nOlpanonMeaamcnmdlnallre w earedangle3 D0gby2-Mende (11'Pp�;;</�`ENSF��L:'�1�'r�
6) Provide material command (by others) m mass m Dear, plate Capable oivnViSlaallg 63 lM uplift St jMM 20 and 65 lh upim at 1,�SS�QNAL"'G\�
joint 14.
]) Thin Muss earn regales that a minimum of 7116" structural wood seaming be applied directly to me top caN and 12" gypsum
.1nock te applied mmay to the regard Chow. COR F-12513
November 14,2024
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Jab Tn�VION Type
ONIT-fl QAN Am03 MONOPNCH GIRDER
Bidders Hrslsawce (Cem ,Tx), cxrtoBon, Tx- 5006,
i. i 'al s1-] 1e-12 I rue ill 1
1-R13 1-7j 1-RS 1-05 2LL12 2d9
P
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O
4 Job Reference/y I\
8 nl Sep 62024 MiT NB7OHg3NS Pqn Nav 13113217 ID24 Page l
10:]NUIFnaZBMTism109yWJtljZR"PSB]OHg3NsgPgnL8w3uITXbGKVACOoi]JI JC'H
13811 15-11a i2. 20A-] 23I
2-19 2d9 2d9 2d9 2E-1 '
...-138]
b5- b411 ba= 3re= a411 3. .411 b4= axe= b411 4v8= b411
2xfi g 2 3 4 5 21 6 ] e 22 9 10 11 12 13
19 16 17 16 15
4x6- 1. b6= 3x10= 3x10= 5x10= 4xfi-
162 no -1 &98 1.11 15313 2.
1Cl }2-10 2412 Te 3 4 a 5 Tll
LOADING ple,
SPACING- 2—
C51.
TCLL 1000
Plate Gap DOL 1 an
026
TORT 250
wmOer DOL 1 W
BC 058
BCLL 00
Rep Stru Ina No
W8 083
BCOL 100
Cotle IRCCRClff 12014
Matm-AS
LDMBER-
TOPCHORD 2x6SP2400F20Eor2 SPDSSm2x6SPM31
BOTCHORD 2x6SP2400F20Eor2x6SPDSSm2 SPM31
WEBS 2x4SPNo 3'Em"Pr
1-20,13-142 6 SP2400F 2 DE or2x5 SP DSS m 2x6 SP M 31
121512142x4SP4650Fi5 or2x4SPN lmWSPSS
GEFL.
n "'
lMefl
1/0
PIAFES
GRIP
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244]193
Vea(CT)
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240
HoO(CT)
007 i4
Na
Na
WIM(LL)
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>999
240
Weight 638 to
Fr=20%
BRACING -
TOP CHORE Structural eared saeaNing directly applied except end verhosis
BOTCHORD Rgld ceiling directly applied
REACTONS. (size) 20=(T5E, 14153
Max Hoa 20=13(LC 9)
Wax Gone 20=5036(Lc 1). 14=]353(LC 1)
FORCES mo-Max.Comp�A4ax Ten - All firres 250(Ild or loss excepl wren sauwrt
TOP CHORD 1-20 -66ZU, 1-2--6561). 2d3- 999810, 34=-999SAT 4�17379/0 56--20I39N,
6]=20]490, 7C=225530, 8-9=225500, 9-11=15256A), 11-12=15255N,
12-13=S51A0, 1314=4064N
BOTCHORD 1S20-05504, 18-19-CnIN46, 17-18 1]3]0, 16 7] 2936, 15161/19980,
14-15-0B]59
WEBS 2-20-�i%&0,2-19-59]5,3-13-003MI,419-5510/04-18=01451],&18=2840N,
51]-0MiT{ 61]=1063/0 ]-1]=2659N, 716=409282, lT16=14729, 416=1N3141,
8-15--,,SZ ,11-0Fi-15]0N, 12-15,M133, 12-14-AD217N
•
NOTES-
1)"grosstoM connected wM xtedtrgemor100(013INY) nails as canines
Tap Holds ocareaM as tall. 2x6-2. staggered at 0-9-0 co
`!`%�!i!?,_T' \
\\
Bonom moms conaened as fouwrs-2x6-2 mws saggeed at 0-9a «.
SPS� OF• 7F. `�,,
M, connected as manias: 2x4-1 rmv a10-9C oc
-1
j�j
Atlaca TCwiln-mam. Colls(ASTM A30])in taec¢Ma oltae memcerwMasaers al4LW«
j G,p; s I,
2)m cads am Considered equally appledto all plas.except umted as Mort(E)or back(B) face In the LOAD CASE(S) uclun. Ply to
•; 1�
ply comuea9 rate been pmNdedto dominate only loads noted as or(8), unless o8alwvu mdice4V
+•3 //�
3) WonASCE]-i6;Vuu=l enamr(1Recxxd gust)VasdSimph,TCDL=60psE BCDL=6llpsf,p=30u 8=55$L=25R. eav JD; CaL
/•^••••••................... tJ
It Exp B. Eacksed MWFRS maromrel) arm C ComeUB one, WMileverlen mM nghlesbacm!C-0 for members and fides&
/MARCOS A. HERNANDEZ:
MWFRSiresadlons sham; Lumrer DOL=160 plate gnp DOL=16D
�••••;......•••••• ••••I••••
4) PrwMe adequatedmwge W porvent aeler ponQg.
Men ndesged far bottom st candsqq��
hisWssnas
I qq. 113878
'</CENSEa
6)TTh Mens iaa See cad i0 op kamm 3{w tae by 2-Do
ired or onME clmmrin allareaswhere al Resume vnde
wR in relween Me bottom clroN and any dra members
T)Load case(s)1,2,3,4,5,6,],8,9,10,11,12,13,14.15,16.17,,18.19,20.21,22haLh Ceenm iffal Buicia desgner
must review loads to veMy, Nat Ney am correct it Me intended use of this Muss.
8)Ths truss See,R rembles Bat a minimum a 7116- sttual wood shearing be applied directly to Me top cMd and i2"gypsum
COR F-12513
shcetrock be applied directly to Me bottom Chem
November 14,2024
"Al od"GEHM,pbonnard
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ID:] iFnajoMlTsWo9yWJdjZR�NB7OHg3NSgPgnLU3uITXbGK Dol7J CH
Loco CAM(9) mandard
1)Lend .RwfFee (batmoed)Lumber Increase=100, PM1e lncreas lCO
Unborm Loads rom
vert 1E 250 &13-1 ,1120=20
2) Dead+O 75 Roof Irve (balanced)[ Lumber Increase=100, PkR Ixease=l 00
Uniform Loads (pd)
verc 11 200 6-13=5 ,1420,-20
3)Dead + Unlnbadlabk AMC WMout mmage Lumber Inuea l25, Lime Ixrease=125
Umb. Wads (pIH
Ved 11 0 &13-482, 1120-40
4) Dead +06C-0Md(Pos_ Internal) Case 1_ Lumber Increas l60, PUte Ircrease=160
Undle. Wads (pll)
Vert 14 7, 6-13�9514-20=12
H.1-13d9
5) Dead +06 CL WZd (Pos Ir lennal) Case 2: Lumber Increaser 60. Plate brcrease=160
Uniform Wads Un
Ved: 147.&l3 95,14-20=12
Ha 1-13�9
6)Dead+06C-0Mc(Neg IMemaNCasel Lumberlmrease=160,PMIe Increas 160
Unborm Loads (pll)
Vert 1f %&13=d91, 14-20=
H.1-13=9
]) Dead +06 CL V And (Neg IMemao Case 2 Lumber Ixrease=160, Plate Increasr,,i W
Uniform Wads UnV)
Ved: 1L 9&13-491, 14-20=-20
Horz 1-13=9
8) Dead+06 MWFRS Wind (Pas_ Intemal) Let Lumber Increase=160, Plate hurease=160
Undle. Loads (pll)
Vert 1419, 6-22-V13, T3L T- 2514-20-12
H.1-22 3t 13-22 19
9) Dead +06 MWFRS Wind(Pas_ Internal) Rgbt Wreber mdem l 60, Plate Inrrzase=160
Uniform Wads (pin
Ved: 1-21= , &21=19 &13=-413.14 2 12
Horz 1-21= 9.13-21�1
10) Dead+06 MWFRS Wlnn (Neg_ In coral) IEn_ Lumber Increase,i 60, Plate Increase=160
Uniform LLds (Ml)
Ved. 16=51, 6-13�83, 1120=-20
Horz 113=1
11) Dead+06 MWFRS Wind (Neg. Internal) Rgbt Lumber Ilmrease-160, Plate Increase=l GO
Uniform Loads (Ml)
Vert 1b 51. &13 83, 1120=20
Horz 1-13 1
12) Dead+06 MWFRS Wlnd (Pos IMerrub in Pacellel. Lumber Increase=160, Plate Inoeas,l W
Unarm Leads (Ml)
Ved. 16=12. &13- 420, M20 -12
Horz 113=24
13) Dead +06 MWFRS WIW (Pw. IMemad 2nd Lambe$ Lumber Ixrease=160, Plate InrfPese=16O
..rotor Loads (MI)
Vert 1fr3, 6-13-429, 1L20- 12
Horz 1-13 15
14) Dead+06 MWFRS Wind (Neg Internal) lst Parallel Lung Increase-1 W, Me ImFEase=160
Uniform IF=(M)
Ved. 16=51.6-13-83, 1120=-20
Horz 1-011
15) Dead+06 MWFRS Wind! (Neg. Internal) 2nd Parallel Lumber Increase=lW, Plate Ixrease=160
Uniform Loads (MI)
Ved: 1b 51. &13 83, 1d 20=20
Horz 1-13 1
16) Dead.- Lumber lmdma5�090 PWe Ixrease=0 90 PR metalb 90
Uwarm Loads (Mp
Ved. 14- .6-13-82, 1120=-20
17) DCad+O 75 Roof Lrve bal)+0 ]5(06 MWFRS Wind (Neg Ind lefl). Lumber Imrease=l 60. Plate Increase-160
Uniform Loads (Ml)
Vert ib-", 613-� 14-20=20
Horz 1-1Y0
18) Dead +O 75 Rw1Lrve (bal)+D ]5(D 6 MWFRS Wmd (Neg. Int) Rgdj Lumber Increase=160 Plate Increase-1 W
Undgmr Loads (pIl)
Vert:1b- ".6-13-�i3214-20=20
Horz 11Y0
19) DCad+O 75 Rw1Lde bal)+0 ]5(06 MWFRS Wind (Neg Ind ist Pamileb Lumber Increase=160, Pin le mcmasctl60
Uniform Loads (Ml)
Vert if ",6-13-� 14-20=20
Horz 1-1Y0
20) Dwd+O 75 Rw1Lrve (bal)+D ]5(D 6 MWFRS Wmd (Neg. IW) 2nJPaalleg- Lumber Ixrease=l W. Plate Inrrease=160
In W=MdunuE,.uq nbI-lIPabe e
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LOADING (ps1)
SPACING- 2-NC
C51.
TCLL 400
P.1e Gup DOL 1 Our
o34
TOUT 250
wader DOL 1 W
DC o65
BOLL 00
Rep StrewIna No
WB 0V
BCUL 50
CnOe IRC2021RPI2014
Matm-MS
LDMBER-
TOPCHORU 2x6SP2400F20Eor2 SPUSScdn6SPM31
HOT CHORD 2x6SP 2400F20Eor2n6SPUSSor2x6SPM31
WEBS 2x4 SP No 3'Fxro'r
1-20,13142x6 SP 2400F 2 0E or 2x5 SP USS or 2x6 SP M 31
2-20,2-19 2x4 SP 16WF 15E or 2r4 SP No.1 or 2x4 SP SS
GEFL.
In "' Weft 1/0
PLAIES
GRIP
Ved(Ly
-024 i6P >9YJ -a
MT20
24411%
VEU(CT)
-04116P >611 24.
HGa CT)
007 14 Na Na
WegIR: 478lb
Fr=20%
BRACIRG-
TOPCHORD
Structural wmtl sheaNing Uheclly applied or6-0-0 oc purllns,
except end veNcels.
BOTCHORO
Rigid ceiling directly applied w 1 M 0 cc arcing
REACDONS. (size) 20-0.5 14153
Max G. 20=5358(LC 1). 14=433](LC 1)
FORCES. (S) - Max Comp.Mlat Ten- All%nos 250(N) orF s except whon shown
TOP CHORD 1-20 1)ffi, 1-Y-.52to 2�-1 W2Y0, 34=-1 0824AT 4b=18]4040, i6=-2105810
67 2105M,7�1]471M.B-9=1]46]N,9-11=1021MU,11-12 1WI]o
12-13=3061 1314=-297M
HOT CHORD iS20=05889, 18-19-0L15123, 1718-0tt873o 1817=(WV 58], l5A61/14036,
i4-15-053"
WEBS 220=]1=0, 2-19 561, 3l4 5N, 4-19=5& M2 4l8=0M903 518=-218too
Si]-028]6, ]-1]=WP62, ]-i6=2563N, 516=0/6210 515=6]09N, 12-05=03106,
12-14�264N
NOTES-
1) 3-pa, Less to be connected together wed 100 A)13Px3••) nails as lolbws_
f.
Top al cannected as All. 2x6-2 haws staggered at Do 0 is,
Bounce acres connected asfollows 2x6- 3 cows staggered at" 0 oc
webs connected as b9ows 2x4-i cow al o-9D nc
_
2) AS bnsidered equally a ads are consideredplies. to all except IT noted as Rent (F) or back UN face in the LOAD CASE(S) section Ply to
ply connecLons have been pleaded to distribute only loads need as(F) or(B), unless olhenae ndiceleM1
SF'. •r.•.TF L\,1
.•,`p. 94
j G,2.• f �)
/
3) The Fa[ncellon Tolerance al joint 10= 20%
4)Lmdcase(s)1,21cas/aavebeenmWRied. Budding desgnermustmrewbadstovenlythatthey are conectfir Ne Mended useot
US Russ
11 i......................:....
5)Recommend 2,63 sMJbacks, on edge, spaced al 1"0oc add basted to each Russ wth 3100(0131-X3")nab
;MARCOS A. HERNANDEZ
Simiba gtic to be alacl W to walls 9 Mar order ends a resbained by other meare
••••p..................••••L••••
6)Hanga(s)or Moc an."Scorers) shall be gwbdd sulfiwnt to support concentrated bdd(s) 1174 lb Saxnat 6b-12. 21MIn
at " go Down down t 1 WO n down at
11.3878 yjp'
y�0,:.
001bdownaa193-12,ard3 Etdownat 1A1220oobotlomaUmN TTlredeslgreselecllon
a]312.
</CENSE�: 2aQ'ri
a(such rrousectonnna
nd3own
d 11 FSS.........
devNe(s) Is the res,orolgity orothers
LOAD CIISE(S) sbnueN
1) Load . Hear Do,(balanced)Drainer Increase-1 GB, Plate Increase=r 00
COR F-12513
November 14,2024
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UNITR04 FLODR 6 3 Job Reference��yy
Builders FirslSaace(Can ,TX), CauoObq TX- 5006, 8 30s5ep"G 2824 MiI i ,M. Watl.- 111132VZ@4 Paget
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LOFO CAM(9) S n0ar0
Ungorm Loans (plo
VM 1E 25O 9-13=130, 14-20.10
Concema Loans pbj
Vert 18=11T4(8)n=ziB6(8)16=aao(B)21�00(6)T2�00(B)23=ao8(B)z4=aog8)zs—MB(a) z6=-3Bo(B)
z) UeM Lumcer Increase=100, Plare IYOeas l CO
Unrtoml Lo cls(pIf)
Ven 11 25O &13130, 1a20, 10
ConcenMa Loans(Ib)
Ve 18=1174(B)1 = IM(B)16=-3C0(B) 21�00(B) 2 O(B)23=30DUU 24�0 EU 25-300(B)26= OODU
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LOAOING (psO SPRCING- 2-DO CSI.
Go
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Sect well Ud
PE'S S GRIP
TCLL 18D.0 Pete DOL 1c0 TO O11
VM(LL) -0Dt
] >993 360
MT20 244MW
TCDL 250 Lumce/DOL 1 W BE 012
VM(CT) -0Dt
] >99d 240
BCLL 00Rep strgs nor YES WB 021
HUEACT) Oat
6 Na nh
BCDL SD Corte IRC2021fTplM14 Magri
Weight 40In FT=20%
LUMBER-
BRACING-
TOPCHORD 2x45P 1650Fi5E m 2x4 Sp No w2w15P SS
TOPCHORD
structural wao0 sheathing directly
applied. except end vetlPals
BOTC HORD 2x45P i6her 15E o/ 2x4SP Not m2WSPSS
BOT CHORD
High telling directly applied.
WEBS 2x4 sP No.3'Excepl'
id 2x65P 24WF 2 BE or 2x5 SP DSS or 2x65P M 31
REACTIONS. (sae) 6=Mect¢nkal, 8=058
Max G. 6=818(LC D,8=818S C 1)
FORCES. par - Max Comp Mlax.Ten - AS force5250 Sled or less except when Simi
TOP CHORD 21-]3]1D, 3-0=73610
BOTCHORD ]S03]907=0/580
WEBS 2�631D, & 32710, 4L-85710
NOTES-
1 Role t0 gndeu(S)(m Wss to Wss mnrrec0ens
2) ThisWss des, Umpires get a minimum N 7/16" structural wood sheaNng be applied
Energy t0 the top chord
and 10' gypsum
sheetrock be applied directly to the MOom chord
3) Recommend 2x6 sborgbacksd a1 , on edge, Spored! 0 ex, ac and fastened to eh Wss
arm 3-iW (0131-X
3') nal6.
Shoo gbac,S W be attached t0 walls at Nett order error or restrained by armor means
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
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5006,
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LOADING (psi)
SPACIRG- 2-0U
C51.
GEFL.
N (be) Weft 1/0
PLJOES GRIP
TCLL 400
Pate Gap DOL 1W
TC
061
VCdIT)
-019 t6-11 >9Y3 -a
MT20 2441193
TOOL 250
Lun1Mr OOL 1 W
BC
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Vea(CT)
-030 i6P >902 a0
Mi8AN5 t"RED'S
BOLL 00
Rep Stru Ina NO
WE
071
Ha](CT)
005 13 Na No
BCDL 50
Code IRC2021RPI2014
Matdo NIS
World 460 to FT=20%
WNBER-
BRACING-
TOPCHORD 2x4SP1650F15Eor2x4SPNo1o,2WSPSS
TOP CHORD
Structural wwtl saeaNing dirpi applied a 5611 op Warns,
HOT CHORD 2x6 SP 24WF 20E of SP DSS or 2x6 SP M 31
exceptend veNcels, ally 2TT or, puall¢(6TC ral SP, BAD
WEBS 2,4 SP No 3'Fdpfni
BOTCHORD
Rigid ceiling directly applied of 1 MC oc b2nlg
1-20,12-13:2x6 SP 2400F 2 BE or 2x5 SP Dior 2x6 SP IA 31
6-1 2x4 SP 1650F 15E or 2x4 SP No.1 of SP SS
REACTONS. (size) 20-0113 05-8
Max G2v 20=3939(1FC 1). 13=3268(LC 1)
FORCES. (b)-Max Co111p.M1ax. Teo- All filees 250 no or l s except wren sBowo
TOP CHORD 1-20=29IN, 23 12N,3,1-UOS045=-141!c5i Si]=2]391056=-i R3N,
6 ] 1]6]N, ]-8=1017M.IT9=181]2N, 410=5840A, -ti` 10-it84N0
BOT CHORD MO B14]15, II-14-(Vfl D6'1. 16-1]xv13]13, 15i6=0110595, 14 T!J v8t82
WEBS 2-20-5]4210,2-19=014468,3A9-TAfil 119-3735N, 4-1]=013911`✓]=-9RV0,
S16�5]110, ]-i6�/22]3, T-15—NFU , 8-15=253/O, SiFc012836, 9-i4�340N,
11-14=013831. 11-13=-4322ID
Ill
1) 3A Wss to be conmtled tie erwBh Rd in 131WC nails astolbws-
T,p olds con mole l as Follows 2x6-2 mas staggered A 0-T0 cc, 20-1 low A 0-7T oc
BaborDowns Connected as(allows 2x6-gpone; sl]gered at oc.
Webs conneced as blows 2x4 - t me S 0-M or,
�� \\\
2) Al bads are Considered often, applied to all pll¢.except IT acted as fount (F)or back(B) Face in Be LOAD CASE(S) SecWO Pb, to
pry connecAons bare been pmvlde0 to dlsbbNe wry loads noted as (F) or (B), unless olberxse indicated
�SPS�OF TF L%J
'I
3) All plates are W20 proles unbss offie a Indaaled.
j G,J. • f �)
4) The Fabaaatlon role2nce al jointis = 28%
5) Load case(s)1, 2 bas me been mWB Buldmg desgn must my bads to wary Bat Ney are rnnaibr Me intended named
the Vuss
/................................
6)Graphical par represeobllon does act month, sae orbe oaentawn orbe puffin along the top motor WMm chow_
/MARCOS A. HERNANDEZ
])Recommend2x sbm M6 ,onedge,spacedallO-0Do aWfwten toeach Wssw 3lW(013f"X3")r215.
••••:..................••••p••••
sbmybacl¢to lie atracred b walls al their outer ends a restrained by weer means
s)zsB�mvmaa15s
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1l�S�ONAIE�_
LOAD CIISE(S) Sandam
1) Dead+Fear LNe (balanced] Lumber Increase=100, Pate hrcrease=l oO
°oo
COR F-12513
Vert Ve t-IaO, la-za=-lO
ved.l5=zsq FY-
November 14,2024
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LOAD CIIM(S) S n0a10
concentra Lomas po)
Ve 6=-1Y 15=12 (F)21=250(F)
2) 0,,M LumceT Inuease=100, Plate mOaasc=1 NO
Ungb. L.Wa (p10
Vert 1�2 O,"2--130, 1120=-10
concenMn Loans Po)
VeN. 6=1u 10=12e5(F)21= 50(F)
p Ply
yy R85310.306
1 8 30s Sep",
2020 M.1ril M. Wad Nav131T32M2@6 Paget
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• 1-10£ 1-11,
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2 3 4 5 6 ] a s 2d 10
F11
13
ax5 —
114
S7-0
10.7-0
1170
16168
• isa
11-12
a40
460
b1a
LOADING (psl)
SPACING- 2-DO
C81.
OEFL.
In flat) Poefl lad
PLATES
GRIP
TELL 100.0
Pole Gnp DOT 1c0
TO
040
Verti
C14 t5-06 >999 360
MT20
24411W
TCEL 250
Lumber GOT 1 W
BC
040
VeTI(CT)
-018 i5-06 >959 240
BOLL OO'
Rep StrgslnO NO
WE
oT/
Heal
004 13 Na nh
FEEL iD0
Code IRC2021]tP1M14
Model
Wirral
003 t5 >MM 240
Werdt 264 to
FT=20%
LUMBER-
BRACING-
TOPCHORD 2x6SP2400F20E0r2x6SPD3SMr
SPM31
TOPCHORD
ShucNml wand sheathing directly
applied. except end vedlcals
BOT CHORD 2x6 SP 2400E
2 OE or 2x6 SP DSS m2x6 SP M 31
BOT CHORD
rapid telling directly applied.
WEBS 2x4 SP No 3'Excepr
11-14 2x4 SP 165OF 15E or 2x4 SP No.i or 2x4 SP SS
REACTIONS. (site) 19-0. , 11-Metlmmral
Max Harz 191
Max Up118 19=]8(LC 8). 13=-98(LC 9)
M.G. 19=3191(LC 1), 13=382](LC 1)
FORCES. pa -Max Coalgaax. Ten- All Rance, 250(N) or leas except yMM sham_
TOP CHORD 1-19 32247,23 33,Mv0=5131/602, , 580l5 6-4574/954,
6] D"a"0, T�8119502 8-9--524811 Si1=-525115M
HOT CHORD 18-19=3]&3139, l6l�]0317,1S16=-99&8]4D 1415=]9N6954,
1314=-14&191
WEBS 219-10]3I4662-i8=J4V3244b18-3BY6fF118=2T35/316,416-18&1815,
S16=t14&9 t, &- 5==Hx 7-15=38Z26, 8-iCF16Zi563, 8-14=230NZ]5,
9-1"4&12011-14=50CM611, 11-13-38240168
NOTES
1)2,1, Wsstooe canretletltoelberwtlh 10d(D131WC nadsaslolbws-
TrpctnoNscerected astallow, 2x4-1 mw R0.9-0oc,2 -2 rayssdggered do oc
Bottom chord., connected as(ollows 2x6- 2 mxs slaggerEb at 0.9-0 oc.
Webs cormected aA real 2x4-i mw M0-9C no
2)All bad, areconsdered e,all, applied toallpll¢.except minted as Rom(F)MInack(mlace Mine, LOADCASE(S)sectpa PNto
�SPS�OF 7F�11
ply nare been pmto distribute e loads noted as (F) or (B), limes, onrerwse indicated
ry w
d-Z3 E7-16,Vu 115mph(35econdgmt)Vasd Imph,TCDL=60psf,BCDL=60pa[h�11;B=55n,.L=25R,eavc=4fl, Cat
IL Exp B Endeal Mi gComloraigand C Cornell AM, caMlleveroft and dgit exposed CL for menders and firce58
•;��
MWFR3 fir machans shown, Lumber DO1=160 plate gdp Di So
+3 //�
4) Provide adequateoin doing, to prevent rater pondey.
5)The: was has been designed for a lB B par beftom plead Use load nonwugunent with any other the bads.
..........................:....1
�MARCOS A. HERNANDEZ:
wEve 6)- The ss has been designed for a loador 2001 on e topom crord In a0 areas whine a rectangle T60 Me by 2DO and,
••:..................••••;••••
�
wM N between the benom chord am any anrer member,_
7)Reer m gbderts) nor buss to wss conrrecoons
1 Q 11 38 78 �p
AS.
�/Q
8) Provide Nhers) tmss to beameg 781n 19 9810
E�: •`4i'
ENS,.
Mechanical Ron Merged (by of plate capable of t»Nstandrng drift at print and uplift at
joint 13
,n`•., \\
1� FSS �LG\i
9) This truss desgn requites that a minimum N]]ib'sNMuml wood sheathing oe applied danal to Me UP chard and 10' gypsum
MUSAA ck be app4ed Qreciy to the bottom chord.
10)Hanger(s) or other cannxLon device(,) shag be provNed sdhnent to suppodcoxentrated bad(,) VMD 11, down ant 112 In up at
COR F-12513
6-7-0, am 10001b dawn and ll2lb up al 18 3T on top rMrd. T e desgNselectlon of suM wnrrectbn device(,).Ue
responsibility oApdhers.
November 14,2024
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16tae
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aAo
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10 "C "To 113 o-id 0241
LOAOIRG(psi)
SPACING- 2NT
Call
OEFE.
In (bc) Ile't/0
PLATES GRIP
TCLL 1000
Pate Grip DOL 1DO
TC 057
Vert(LL)
-0291415 >A4 360
MT20 22N193
TCDL 250
Lumber OOL 1TO
BC 063
VSMCT)
-039 14-05 '70 240
BCLL 00
Rep Sm"o Ina YES
W8 078
HadCT)
009 12 Na Na
BCDL Mo
Code IRC2021RPI2014
Matra -AS
WIM(LL)
005 14 >999 240
World teal, FT=20%
LUMBER-
BRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 oe 2W SP 5S
TOP CHORD
Structural stational,M directly
wwstational,BOTCHORD
applied, except end vkaLs
BOTCHORD 2x4 OF 24WF 2 OE or 2x4SP240KF20Em2v1 D55
Rgld ceiling directly applied.
WEBS ad SP No 3-Exc¢pt'
2-16,10T3:2x4 SP 1650F 15E or 2.4 SP No 1 m2x4 SP SS
REACTIONS. (sae) 17=058, 12=Metlmnnal
Max Ho¢ 17-11(LC 9)
Max Uplift 17- 5G(LC 8). 12--6SLC 9)
Grow Gv 1]=2509(LC 1), 12=250MLC 1)
FORCES. (I,) -Max. Comp RAax Ten -Allfirre5250(dmIassexceplw ,Moan
TOP CHORD 23806/419, 3-0=3805I421, 45]W611, 56=5]QSI633, F7=5954f658,
7�9525E0,&9-�0]T/449, Yt0=407]I453, 11-12-�55126]
BOT CHORD 1&1]=-278244, 1Si6-�5TL4950,1415=70416118, TT14�9615218,12-13-88017
WEBS ST7�JR6160, 2-16=-239R327. b16-�fi 36$ l6=1GA2W,41T
11111144,
aTo_jo NC 6-05- RV81, ]-14-468/83,131 =10111023, 8-13=16161198,
9-03 7=1281IT13=42 nM0, 11TT —271Zeo66
NOTES-
1) Wind :ASCE]-16;VuR-1Imam (T5aand gust)Vas,91mp,; TCDL=6 Opsf, BCDL=6 Dpst, ft� B,55fl, L=25R, eao T1. Cal
II; E)p B: Enclosed; MWFRS ofir 9oreg aree, CC ComeoRd mncaMllever left and Og,tex ed C m -C MT me,em and area&
MWFRS c rmacllons s,uwn, Lumber 301 =160 plate gap OOL=160
2)Pmvme adequate malrege W prevent wabr poring.
3) Too truss MaBeen dednal for a 100 psr M8om cMN awe load nonconcunent with any olm five bads.
4)- We
� Sg OF T,,t
x
Th. mass haslren m gg Vror a bat of 20 Bog on Me Cotmm cftmd In all areas Mere a rectangle 3b0 ME by 2-00 wade
p 1
9S
van fit Oelween Me NMm clwN addam otlreT memcers_
yS: 11
5) Reter to gimer(s) for mass to tams comrecams
•;
6) Pmvbe mechanical connection (by of a dof truss to,eanlgPlate Capable of wolvdaMing 60 In upoll a joint 17 are 63 to uplift at
fir ; //� �
joint 12
...........................
7)The tms cesgn come, Mma minimum m 7116-swnural ea dsheal,trp be applied gloomy to Me up cMm and 12^gypsum
;MARCOS A. HERNANDEZ
s,cemtrock,e applied dlrem, to Me MDom cfto
••••p •••••••••••••••••••••p••••
1..:•. 113878 i...
COR F-12513
November 14,2024
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21 20 19 18 17 1.
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.14 6]-0 18$11 14 185 1.To2.11
3 4 1112 b1-11 41-11 4111 6b8
LGAGING(psi) SPACING- 2-0
CSI.
GEFL.
In (bc) VOefl 1/0 PJVrES
GRIP
TCLL 1000 D.1e Gap OOL 1 W
TO
045
Ved(LL)
-037 718 -7- -a MT20
22W190
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BC
084
veri
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16Z (KI
BCLL 00Rep Sol Ina NO
WB
082
HoCCT)
Oil 15 Na Na
BCDL Joe Code IRC2021RP12014
Marc:ASWIM(LL)
005 18 >999 240 Weight 3351b
FT-2
LUMBER-
BRACIxG-
TOPCHORD 2x6SP2400F20Eor2n6SPDSSm2x6SPM31
TOP CHORD
Structural dared sheaNing Ulreclly applied a&113
oc Wrllns,
BOTCHORD 2x6SP 24mF20Eor2n6SPDSSa2x6SPM31
except end veNmis.
WEBS al SP No 3'Except'
BOTCHORD
Rigid ceiling directly applied or l OO-0 cc Omnlg
1-22.1415. 2x6 SP 24001' 2 OF or 2x5 SP DES or 2x6 SP M 31
2-2 ,21113-15. 2x4 SP 165OF i 5E or 2.4 SP No.i o12x4 SP SS
12-16: a10 SP NO 2
13-16: 2x4 DF 240OF 2 DE or 2x4 SP 2400F 2 OE or SP DSS
REACIIONS. (sae) 22=0 FA, 151Sd
Max Una 22=13(LC 4)
Max OPllfl 22=-0C14). 15=-MC(LC 5)
Max Con, 22-426G(LC 1). 15=840NITC 1)
FORCES. (S)-Max ComplMa4Ten - All Was 250 go or lessxce except Wden wn sho
TOP CHORD 1 22-43720, 1-2=29 23=74MY168, 3-0=7429/170, 4-5-1262&405
56=1262&287, 6-]=-165691364, ]A=16568/3G5, 8-9=117W432. 9At=1T]81/433,
11-02=16195/436, 1213 1618]/43], 1&14=359/l, 14-15=-53706
HOT CHORD 21-22=114/403T19-21=251/10251, 1&19=-3W14970.171"I/17518,
16-17- 162/1]3�.15-16=241/814.9
WE&5 2-2-529N1352-21=-9047293-21�M7CMS 4-21=-009'.i/103.419—]4/3431,
-- M 5-193],6-19--3 5N121.,6-t8=]3/2W9,]-18=-053/4M,&1&-12I2/249,
8-P=938/460 9-17=397/54,11-17=-004/i5551116=2503308, 12-16=-0551158,
13A15= 75/10782, TT1F 1110QKQI
PtE OF.....
acres
1)2-py Wss to heconlreReO t�eNe1w00100 (O i31'X3"j nallSas iNbws:
Top phord" con mans! as added;: 2,6-2 roxs staggere0 S &]-0 or
/
A
police cMMN connetletl as foilw5:2x6-3 rows slalgered at &2-0oc
/ f .
as lr 2x4 mw at &9D op, D lows at &3n oc
Websds
/.............................DZ
d! eq exreq melteda
am Con appliedWFMl IT as Mont ( or In the LOAD CASE(s)seplbR Py to
p or
plus.nte,
2) AS cads am arefeflarvided
�MARCOS A. HER.....
teftoall
less ot)race
o UU.uF)
pry is nave ceen provided aISNONe Vary loa6s n UF) (p), unless othelxse o0i�teLL
(F)
••••;••••
,�••••••11.38%8
n ASCE a in. T D 0
3) II,B: ASCEoErd. RS(d (&onal), Mali rsflamW,TCDL=d.Lu COL=60psf,
;gnpDO5511, =25i eav�Gfl; Cat
It Exp p{EntloseO; MWFRS(ONecfionag; laMllever@fl alq nWt exWseO; Lumber DOL=1WpMle OOL=1W
(1l�. yjp'
ply gap
�2C E�: •F'r�
ENS
4)Proadd accrued, Manage io needed aster ponoeg.
A •.,
11l
5) AS plains are W20 plain, unless dhenvse Infra&J_
�,.t
SS/ONAI"'G\?
6) This Voss ills open fesgnef for a 1D 0lef Iwflom Moral live load nammrcurtent with any oNer led, bads_
]) -This Vss uhas had designed!Mra Ell bad of 20 heard the IwMm chat in all areas wlw e a rttflngle 3b0 tap hy2-DO dnfe
will M between Me WtWm plead add any Roger, reaches_
COR F-12513
8) PmdMe Mechanical Connection (by otMa) of truss W bearing pate capable ddnNstaMing 100 11, uplift Minot 22 and 232In uplift
at pat 15
November 14,2024
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Builders FirslSource(Carta ,TX), Cauo n, TX- 5006, 8 30s5ep"G 2020 MiWeACInc Wed Nav 1111111020. Paget
lo:]NUIFnej MRsm109yWjdjZR�NB7OHg3N5gPgnLU3uITXbGK Doi7J CH
NOTES
9)HagsUs)caotbelconnec(ndevbet0cent e(s) shall le, suto suppmlc,caenotetl bad(s) 61own ]9 lb tlaad 211 b up at 19L on Wtlom chom The
desgn/selection of MiM withection devb¢(s) is Me respansibllhy of others
LocoC SE(S) Standard
1) Dead+Rmmve Malanced) Lumcer lnuease=1 00, Plate lnoeast,100
Undvm Loads (plf)
VeR 1-1 =250, 15-22 o
Concenhalisl Loads (b)
Ved: 16- 79UU
ro s wa.,se.
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ID:]NOIFnajOMlTsWO9yWJdjZR�NB]OHg3NS9PgnL8w3uITXbGKVACOoiTJ1JCW
154
67-0
9fiU
11 114. 1&3-0 20d-0 L48
154
3-1-12
2Do
2-11-0 z-11-o z-11-0 1. zAd
...-138T
5x12 Vionam= ..4 3x4=
2. II
4fi= 1,10=
2sor Sxa photo
3x411
3xfi-
2 3 16 4
5
fi ]
8 9
10I
1 0 I
-
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_
G
-{IIIIII
11
I�x5l1
Is
14
13
12
nod .1 sound
48
and
1.
5xfi=
123
5-100
LOFOING (psi)
SPACING-
2"
CSI.
TELL
1000
P61e Gup OOL
1 W
TO
0&5
TORT
250
Lumber DOL
1 W
OC
0Re
BCLL
00
Rep SV¢s Ina
YES
WE
082
BCDL
1Do
Code IRC2021RP12014
MalodA
LBMBER-
TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or2W SP SS'ExcepC
1-]. 2x4 OF 24MF 2 OE or 2x4 SP 24WF 20E or 2x4 SP DSS
HOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SS'Excepl'
11-14 2W DF240OF 2 DE or2x4 SP 2400F 2 0E w2 4 SP OSS
WEBS DM SP W3'Faae r
1-15,1011. 2x6SP24001`2DEMr SP13SSm2GSPM31
2d5 214,9-129-11 2x4 SP l650F 15E m 2x4 SP No 1 ma4 SP SS
REACTIONS. (size) 15=65E, 1T oSA
18-10
"Ind
OEFL.
n (be) "' To
PIATES
GRIP
Ved(LL)
Ili -4 >493 -a
MT20
22W19J
VuMCT)
-0I6 t3-14 >3G4 240
Mi8AH5
i69N62
Hop(CT)
018 ii Na No
WIM(LL)
0.1013-141 >999 240
Weight 12311,
FT=20%
BRACING -
TOP CHORD
SNation wmd shoush ng directly
applied except end MalmaLs
BOTCHORD
Rgld ceding dlredly applied.
WEBS
1Row at mldd 2-15
Max Horz 15=13(LC8)
Max Hold 15= WLC N. H-EMLC 9)
Max God, 15=3094(LC 1). 11=3894(LC 1)
FORCES. Qd-Mmr ComplMax Ten - All forces 250(Ib) or less except xTen wn
sho
TOPCHORD 1-1262,2�MDRIO, 3-0=]]5RR13,45-9018B34.S-9017/837,
5
68=5]55/52], &f1=-5 SN53o, 10-11=32547
BOTCHORD 14-15�9&I83t, 1b14=87118957,12-13= 13WB71, 111Y- 31A3229
WEBS 2-05- 3W/539,2-14=-26ll3354,3-14=]SBN15,414 PVDVPt, S13=]0&10%
6 613=99/13&5. -12=-258N282 012-E 7`Hlo, 9-12--28&3361. 911-41411414
NOTES-
1) Wool: ASCE7-16, Vult=115mph (lsecond gust) Va m,9Imm. TCOL=6 0,E, BCDL=6 opsf, h,OGO; B=5K L=25H, pave -OR, Cu
itB. Enclosed MWFRS(dFecbmp,Q,dCCComeK3)Zone,amireverlefonddghtexgosed C-Commemhers andforces&
\tt1
MWFRSarreaclbnsshwM, Lumber DOL=16Gplalegdp OOL=160
i SrG Uf°TF
2) Prepare, adequate dah¢ge, to prompt water ponfing
'pates
p.
j '9S ff
3) AS are Mr2G plates unless oNelwse Incl sled.
G,JS/
4)The mass has been mmuned w for a to O W Whom mand live load nonnread with any order lose bads_
/ *l
5)' This tmssi has than designed for a Ime bad of 20 Gpsl on the loam them In all areas xTere a rectangle 3 MN by 2-0 undo
WN IT beamed Me Nam ovmem chord add am er bers_
;.................................
6) Pmvlme mernaNcal annenlon(by others) of Ross to eaNg pate capable of vnmstamhy 6411 ugl0 xifolM 15 dew 65 to uplift at
/MARCOS A. HERNANDEZ
had 11
�....t............ .........
]) The, truss mesgn requires Gnat a minimum of]%6" structural eod sheathing be applied maly to Ne top cNed and TQ'gypsum
meebotk be applied mraer 10 me Touch thorn
/ 11.3878 �p
ff/CENSE'a:\\44yi
COR F-12513
November 14,2024
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Type
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Builders Firsl3-m. (Carta N/m
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8 tap 2024 MiTekM �lnc Wetl Nw 131]322i Z@4 Page1
ID: iFnajoMlTsWo9yWJdjZRI NB7OHg3NS9PgnL8w3uITXbGKVACOoi7J CW
33t
6]-0
4 6O
1. 15b0 1-so 2RBO 2.
33J
}1-12
2-11-0
2-t1-0 2-11-0 2-11-0 238 2-88
5®LL=t38]
0 12
W2- M4 II 3x4= 2x4 II y4= 4x6= 2.4 II So= 3a4 II
ISS 11 2 3 16 4 5 6 ] 8 9 18
1 LU
Ll
11255 14 13 12 IYa1
56= 1a12M18PH5- .10- 58 41=
6]-0
1210
.,a
11.
Plate Off,f XYl- 12&1A&24H 1140bO 04dl
LOADING (psi)
SPACING- 2-0O
Call
TCLL 1000
Pate Grip ROL 1 to
OP
TORT 250
Lumber ROL 1he
BC O61
BCLL 00'
Rep Stru Ina NO
WE old
SCOL 1Do
Cone IR=117P12014
Matrv-AS
LIMBER-
TOPCHORD 2x6SP24WF20Eor2n6SPOSSm2x65PM31
BOTCHORD 2x6SP2400F20Eor2n6SPDSSar2x65PM31
WEBS 2x4SPNo 3'Exr¢pt'
115,1012x65P240oF20Eor2x55PDSSo12x fri
2 VE2-14.9-12,9-11 2x4 SP 1650F 15E aW SP No 1 ora4 SP SS
REAC BONS. (size) 15=0-5-8, 11= 5-8
18-3-0
S10O
Ell
In (bc)
Vdm
I/O
PLATES
GRIP
Verli
029 TT14
>942
360
MT20
2441193
ver(CT)
-03913-14
>696
240
Mi8AH5
186/II9
Hgz(CT)
008 "
Na
Na
Saudi
00413-14
>999
240
Weight 315lb
Fr=20%
BBACIBG-
TOPCHORD Stru ual wmtl sheaNing directly applied, except end venal
T,TCHORD Rgld ceiling directly applied
Max Hoa 15=13(LC 8)
Max Bad 153M(LC Id fl=9MLC 9)
Max G2v 15-403011),11-4157(LC 1)
FORCES. (Ib) -lal Pom�Max. Ten- All fortes 250 IS) or less Calwren sbmm_
TOP CHORD 115-13012-550127. 2- 1ISEWED 3-0=1 166316-127121895.
5f 122111899"-TT V565&9-475]/56], 9-10=26 1210-11-Qo54
BOTCHORD 14-15--fa!WA 5513-14=9W12861,12-1}818111283, 11-12-33914769
WEBS 2-05=]25N5452-i4=-2]415215.314---68V12,414-140411]9, 513 6011'
SA3 10]11684&1 KsKt,&12-6151106, 912 9915139, 9-11�]6114i6
NOTES
1)2,ty Wsstobe conmtletl figemerwlth 10d in 131WC nails as mines
Tres clmNs conneted as follows 2x6-2 mws staggered al BAN oc.
Bottom [bards connected as follows 2x6-2 mws staggered at &9-0oc.
Webs comeand as follows 2x4-t mw a10-9L oc.
2) AS press areconsMered egimll, applied toallpll¢.Extent minted asftom(F)orback(B)Face mfte LOAOCASEDOSemsn_ PNto
pry co nerlms bare been pmvMed to only loads noted as (F) or (B), unless o usionse Indicated
F
.........'I
3) N4nd-Z3 E ]-i6, Vu 115mpb (35econd gmt) Vasil Imph, TCBL=6 0psf, BCDL=6 0psf, b�O0; B=55Q. L=25R, eaye-oft, Cat
j G,z. • f �)
II, Fit o Indoors, MWFRS(nominatd) am C Controlzone.achieverleft and ngM exposes CL for mrprears and fines 8
e/
MWITSfirminandasnmm;lumber DOL=160plategnp BOL=160
'
4) Pmvnde, adequate s2lrege W prevent water pool
;...............................
5) AS pares are MT20 pates unless marshes, indicated_
�MARCOS A. HERNANDEZ
6) Tits buss les been dagned fm a 100Ira WHm rLms live load nommrcmrent with any other Ime bads.
•:..................••••;••••
,/•••�QQQi
7)' Thistmshas0.cndesglresfora Webadof200pstmn Wtlnmcho inalareasMerear ngk3 D0Bby2-"wde
Me ttom nmers
11.3878
'11 �yCENSF•�:'\i�'r�
BB lb 15 93 l
8)Prwlde, lconnetllonn(by bassW
mmechanicaen
offive of Beam, pate capable of vnNstaMMg upm at joint mq upla at
i
111 G'
i
�SS%pNA�
ads to verify mat they am perect for Me intended use st 9)md
Easels) abeen motllfi Vic Building designerstw le
his buss
10)Thins th"a design regmres that a mbnbnum or]H6- structural wood sheathing be eaked directly to me by chord mM irz"gypsum
COR F-12513
sheebeck be appllod MASON to me bottom chord
November 14,2024
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UNITRfl MONOPNCH 1 L Job Reference��yy��pp
Builders FirslSaace(Ca.. ,TX), CarroCbn, TX- 5006, 8 30s5ep"k 2020 MiI Mf141�i ,to. Wedi Nav 1111111120. Paget
ID:iFnajjOMiTsWO9yWJdjZR�NB7OHg3N5gPgnLU3uITXbOK Doi7J CH
NOM
11) Hange") or oNer connection Oevlce(s) shall be plwAeO suMcient to suppoot mzentratect ba0(s) Into 10unclear add 26 N up at b7-0, and 10W to olden and 26In up ffi
18 m on IW Wm chord. me desynaeletlgn of suM connecton levee(s) Is pre responslhll" ofoVrers_
LCUMOCA E(9) Standard
1)Dead+ Nmmve Nadadred) Lumcer lnrre 100, Plate Inreao,1W
road. Loads (If)
Vert: 1-10= 50, 11-15=20
ConcenMeci Loads(b)
ved: MIded 1Y IPop
16) IXad_ L—m rino as�0 W, Plate lmma =0 90 PR metals W
wumrm Loads (I>n)
Vert t-t0=50, 11-1Cc20
CrnmNated Loads (Ild
Ve, 10= 5912= 59
effi�473
is ra.ewan,se.
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DBuiltlters
Nhag3
FlrslSaace (Cart
CartoObq TX-ISOO6,P�
8630s5ePC62'no0Refe
24 MiTek llfdsNg1 lnc Wetl Nav 131132212@4
ID:] iFnajOMlTsWO9yWJdiZR�NB7oHg3NS9PgnL8w3uITXbGKVACOoi7J
CW
30.5
543
880 11-2-13
13-11AG
Thar 1935 223-10
30.5
2r-13
ItrH 2r-13
2-bll
2A13 2r-13 395
ma.-1312
125 F12
2x4 II
.12= z4 3:4= .4 3xd= Sao a 9p
n " 19
so= 1.1. Mosom= .1.= G12 =Sx&=
04fi S43 11113 Thar
221.
O{pfi .12 5 11 SStt
59-3
Plalegse6(XYI- 120 01-12I 1120.240-1AI
LOFOING(psi)
SPACING- 2M
Call
OEFL. In (bc) Vdefl To
PLATES GRIP
TELL 10DO
P6te Grip DOL the
TC Dn
VeNITL) -a7 13 --1 -0
MT20 22W19J
TORT 250
Lum er OOL 1 DO
BC 084
Vmo(CT) -a. t3 >415 24.
UBAH5 169/162
BCLL 00
Rep SmZs Ina YES
WE 088
Hm(CT) 016 i1 Na No
BCOL 100
Code IRC2D21RPI2014
Mam, AS
WIM(LL) 008 13 >= 240
Wert: 119 to FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2W SP SS'Excepr TOP CHORD Shuman wood sheeth U, dlredly
appllM, except end vedkats
1-T. 2x4 OF 24MF 2 OE or 2x4 SP 24WF 2 OF or 2x4 SP DS5 BOTCHORD Rgld ceding directlyapplied.
HOT CHORD 2x4 SP 1650F 15E or 2x4 SP No 1 a 2W SP SS'Excepl'
11-14 2W DF24DOF 2 DE or2x4 SP 2400F 2 0E w2 4 SP OSS
WEBS Do, SP No.3'Ex r
1-15,1011. 2x6SP2400F2DEm2 SPOSSm2GSPM31
215 214,9-129-11 2x4 SP 1650F 15E m 2x4 SP No 1 m1a4 SP SS
REACTIONS. (s¢e) 15=0.7-0, 111Sd
Max Haz 15=12(LCB)
Max Up15=b3(LC N.11=E5(LC 9)
Max Gla, 15= 971(LC 1). 11=2971(LC 1)
FORCES. (h)-M,a ComplMax xce Ten- An 250 Blo or less ept xTea shown
TOPCHORD 1-T5 MS5],2Sb71063r, 3d-6710 4045-321=a S6-13711805
6 92%7 69- T2RM%011=35N53
BOTCHORD 14-15-VoV4651&14-8121 W12-13=262O60T, 11-0�9
WEBS 2-05=4651M8$2-14=-26V314q 3-14�i8.9102, 414=164SM91,413=91376,
513�i64/105 611-4K M IT 612=2095235 &12---6601103, 9-12=2T&3194,
9-11-,203AZ
NOTES-
1)VeitASCE]-i6,VuV115mph(3-sttwid9iat)VasdSimph;TCOL=60psf, BCOL=6 Opsf, h,30h; B=5m, L= w,, eavc=40, Car.
\\
IL Exp B, Eadosed, MWFRShfimammuaMGCComer(3Jrone, caMAeverteftaim dghtexosel Cfearrmmas andtmces&
Or.
MWFRSTorreadoashmmer, LumhDOL=160 plalegdp OOL=160
..........p
2) WwMe adequate drainage to prevent eater permit,
j G,2S+ .4 �)
3) AY plates are W20 plate, unless NM1e se indicated
IM1een
/
4) TMW truss dagned M a 100 psf bottom clroN live load nonconament with any other live bads_
�+ �� :.
5)'This has Ue Vfor a Ee'mdof20Boa the Co[bm chord in an areas wMearecGngle3b4tal by 2-DO vnde
/••^••••••............
lat bottom er0n
wN IShona eeMeen me WMm clmN anal an, utlxxuss
AND Z
A. HER.....
A
In e
6)omvlde medanlwl connecLon(by oOlers)Of truss In treating Plate capable of withstanding 63Muph0 alj0mti5and 65®uplift M
.....S •
�I ......................
Mn
T)Ths muss tlesgn requhes Mat minimum otT/i6"sW[tuml wood sheathing he applied directly Wthe top chord and 12"gypsum
yp
y�o: 42C
he di" to Me
f'0-" 'ram
ENS..
shxtmck applied otbm than1
.t•5....\\\
COR F-12513
November 14,2024
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UNIT11A13 ROOF TRUS
S
rs Heu , BulltlersA-.(CTX), Carom TX - s086,
2x4 II 3x6 = .4 II
2 3 2. 4
P oN N
R85 111
Job Reterence�yml I\
8 MlTs 6 WJdIZ TH NB7Nce, Inc Pqn U3ulNw 32 ]2 Doi? Page l
IO:]NUIFnaZOMRsnJ09yWJtlj24i1CrPSB]OHg3N5gPgnL8w3uITXbGKVhCOoi]JdzIC'H
203-10
203-10
® =1341
025 t2
h4II
4x5 = .4 11 4xs = 2x4 II Ran = '0 2t4 zxa
5 6 T & 9 10 11 1213
2I 23 22 21 20 19 18 17 1fi C W
6x8 = 3x6 = ae = 2w 11 Red = zx6 An zx6 ney = 3x4 =
n6 II
20i10
20310
Plate OflseofXY1 15"T"TR 117&380-3011190380.30E 121TST R40380T01
LOFOING (pelf SPFCING- 2-0U C51. OEFL. In (w) LHIeB t/0
P-S GRIP
TCLL 1000 P6te Gnp OOL 100 TOa- Vat(LL) Na - Na 999
MT20 244/193
TOOL 250 LowOer OOL 1Ed BC .12 v.,CT) Na - we 999
BCLL 00' Rep Soo Ina NO WE 069 Had(CT) T01 t5 Na No
BCDL 100 Core IRC2021RPI2014 mg1 -s
Weird 10911, FT=20%
LUMBER- BRACING -
TOP CHORD 2z4 SP 165OF 15E or ad SP No 1 w2W SPSS TOP CHORD Botanical Mad sheaNing rlreM
applied a S]-2 oc purins,
BOTCHORD 2x4 SP 165OF 15E or 2xd SP No1 o,2WSPSS except end veNoals.
WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied
or 6-0-0 oc Imang_
OTHERS ad SP No 3
REACTIONS. All tearng5205-10.
(I a- Max Bra 25Y60(LC 30)
Max UpBfl All up0r 100IU or less a ,nt(s)14.p125=-1018(LC 2]), 24=-995(LC
28), 23=1081(LC 2]), 21=1054(LC 28), 20=1160(LC 29),19=1136(LC 30),
18=1246(LC29),l='219(LC30b16--1 W(LC29),15-1315(LC30)
Max G2v All reacbms 250 In or@ssat)oIN(s) recep12`✓10]5(LC 32),14=318(LC
1), 24=1121(TO 31), 23=120OLC 32), 21=1181(TO 31), 20=1288(LC U),
19=1261(IC 31),18=1375(LC XS,1 =1345(LC 31),16=1495(LC WR, 15=1453(LC
31)
FORCES. Vol - Max Comp Mlax. Ten -AII Porce5250 Do) or less except when sOovm_
TOPCHORD 1-2.-1054/1031, 1-2=1055M044, 2-3-499/490,3 106,1/1058, 45 466r460,
56=1076M070&7 47814]3,]A=113111126,8AR M1528, 1011=1261/1255
11-12�0660
BOTCHORD 2425-61V596, 2&24=-0 453.21-23=T]9O]1,2021�24/418, 1&20=80Y]96,
1&19=4&&4C01718=]84081,161]=485/405, 1S16=]2]I]2], 14-15-600AN6
WEBS 2-24=521MG5,3-21-11=1141,4-21-ml/1295-20=1264/1225619, 501
7 Tr=135&1312, &1]=-502/143,1016=14]9/1438, 11-15=537/166, 12 T4 HW40,
`\
1-24=1421/1430 &21=1601/1604, S19=169111694, 7-1]=1]83M788,
1015=192911932
^ p•OF•TFx
4
/OTES-
5.�'• �jyA��j !!
)WindASCE 7-16, VuH,1 15mb(35ecmr gust)vastSimpn; TCDL=60p51.BCDL=6op5.. baBN 13,55fl, L=25R, eavc=2r, CaL
ILExpB. En(Moroccan tloser. MWFRSam CC Comm(3)zone. canflM Axl dC m ever oft am rg-C For em0ers and firce58
MWFRSlorma DOL=160plategnp
..........................E
/MARCOS A. HERNANDEZ.,
nzsbmm.Lumber DOL=16o
.
2) PmvlceadequateW mge Wo Wnty WFpondmg.
...••••••......••••••......••
3) cable requires cone nods noting mom BASIS,_
Bar Ingo load th
TTn
1 11 38 78
111P0,�;:</OENSE�:
Wes haste Ignircd foed
5r Ive load mmm nanwaeas Maaee
i0bottiong 0p uw tae by 2-Bavnde
of Chadd! alive
7 a onthe Real
11 FSS'.........N G\�
will rN belween Me lnrcum clrom ago any o oo, incomes
6)Pmvlre mecnankal mnneUon(by oNers)mhussm Ueanlg p6te cepabo mvnNstaMlnq too lb upm alpmt(s)14 except Ql=lb)
25=1018 24-995, 23--1081, 21=1054, 20=116019-11W 18=1246, 17=1219. 16=1368, 1S1315.
7)Too,
r aUorOhan0-0-0o20-StOfiof30�0�LumberD L=C33)PMtegnpDOL=(T33)CorneatrusstoresdME,
COR F-12513
along
November 14,2024
Aae 6 V"dean, pama-Re,led READ NOCESCIN resANDlealmo.nexREFERENCERACEINH,,-1.� aaRREaE,
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UNIT-11
B01
�Tvss
FLODR
Builders Hrsl3aace(Caaa
,TX),
CaaoObq TX-
5006,TYW
2d10
SS12
6614
pry Ply
R853M312
5 1 Job
b24 tainMIT /y� es nc Wed Nav 1317 32232024 Page
0 rad,MlTs 62024MiT i
ID:]NUIFneZOMRsnJ09ygyJdZRPSB]OHg3NS9PgnL8w3uITXbGKVhCOoi]JI JC"H
I 21 . 11 der
2-1-2 A2A-0 '
Seale: 12=1'
02512 .11 4E= .II
6 ] 8
2x0 �� 3ki= A4 p 3x4=
2 —b
C _
12 11 10 9
9x6= 4xe= 9x6= 3xa= 3x6=
4'12 &80 11d8 ITT.
4512 S2-0 2.
Plate OffseBLXYl- 5lb12"121
LOFOING Net SPACING- 2-0U Can OEFL. In (Kc) Sued t/0 PIAIES GRIP
TELL 400 PISte Grip DOL 1W TC 068 VagLL) -01011-12 >9Y3 360 MT20 2MY190
TCOL 250 Lumber TELL1 or
065 Wm(CT) -013 11-12 >9% 240
BOLL 00 Rep Sno Ina NO WE old r0a(CT) 005 9 Na Na
POOL 50 Core,IRCz021RP12014 Maine,asWeird 821b FT=20%
LUMBER- BRACING-
TOPCHORD 2x4SP1650F15E 0r ad SP N.=SP SS TOP CHORD Structural eared stemming directly applied a 3 13 oc Wrins,
BOTCHORD 2x4 SP 165OF 15E or 2xd SP Nol wzx45PSS except end veNcels, and MIT oc pedlds(6-08 max) 511,6d
WEBS ad SP No 3 BOTCHORD Rigid ceiling directly applied a l"Soc laarm,
REACTIONS. (size) 13-0. , 9,ene"Gnleal
Max G. 13=16]1(LC B) 9=128B(LC 1)
FORCES. Bad- Max CompMax. Ton - ]ill force5250 Ina) or less except wlren sham_
TOP CHORD 1 13 263N, 2- =26MM." 2683N, 45=-2]3]N, &7=2]]N
BOTCHORD 12-13=0/1AT,1112-02943, 10-11=0262%9-10-0/1168
WEBS 2-03=223M 2-02-0Ifl50,&1Y�]4/0, 6-12=354N, 4t1=-2&tt1, 5]=964N,
510=1]1]/O, T-1&9/10ad 7
9=161M
NOTES-
1 ) Refer to glNe(s) idsmuss to Wss mmrecWns.
2) LOad rase(s) T 2 ha/ e R n mOd Bu09ng deslgna muss review Marls to verily drat Ney are conectfirt a Intended use Bi
Ins Wss.
3)GaWlcal pan represerBairon does enroldepmttbe s ecrthecamgta00n olthe pain alongthe top and/or WtlOmamed
4) Recommend 2x5 stragbetla, on edge, spared ad 1M0 or and Trite W t0 each time, vn01 YIDd in 131• X W) me,
StaSC ,U W to atGClped m w IK al Star order ems or restmined by Other meads
LOAD CASE(S) Standard
1)Dead+ Four One(halance"Lumber lncoma lGO Plate Incr e=100
Uniform Loads rolf) r OF \\\
Vert ib=25o, 68=-13o, 9n3=10 pSE...... 11
27 Dead wmI»r Increase=l eo, PMIe Inoea�l ae yt: '4ji 11
Onrtam Loads (Put f
Ved 15=250 68=-130, 9-13=10 / f
/f f
/MARCOS A. HERNANDEZ
...... 1 - 1.38.7- .....:....
1...•. 3878 i...
COR F-12513
November 14,2024
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-a�aro
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Jab 02
UNIT-fl 80
Builders FlrslSaace(CRM ,TX),
23L
23d
�TvType
MONOPNCH GIRDER
CartoBoq TX- 500ss6,
4Ed an
2-1d 11-0
O P
\\ R85310.113
1 8 30s Sep"G 2024M.IZ IsNssllnc WEFNav131T32232@4 Page
ID:] iFnaj0MlTsWo9yWJdjZR�NB]OHg3NS9PgnL8w3uITXbGKVACOoi]JIJCW
HIT 1�0
2-1d 2-SB 2-9-0
Mee. 122.
025 FIT
RA v 2V4 .4- .4
y= 4 5
1
43- 3ad
6 ]
ase
4:a b30 12d
Plate OfiutslXY1 17 M0 0-1 AI
LOADING Bod, SPACING- 2-0O Call OEFL. n Bud Y&A I]0 PLATES GRIP
TOLL John P.11 Gap D.L 1 an
TC 019 Ved(LL) T. . >Mde 360 MT20 24,V193
TOOL 250 Lun@er OOL 1 do
BC 047 Vea(CT) -013 310 >993 240
BOLL 00' Rep Shess
Ina NO WE 0% Hm(CT) 003 8 Na MR
BCOL 100 Code IRC2D21RP12014 NobelWIM(LL) 001 9 >999 240 Weight 19311, FT=20%
LUMBER- BRACING-
TOPCHORD 2,6 SP 240OF 2 BE or2tt65P OSS or2x65PM31 TOP CHORD StructuralwoM saeaNing directly appllM, except end vedlcaLs
BOTCHORD 2x6SP240oF20E or 2n6SPOSSOR2 SPM31 BOTCHORD Rgld ceiling directly applical
WEBS ad SP No 3'Exccepr
1-11.78. 21GSP2M0F2OEmr SPDSSm2a6SPM31
REACTIONS. (.C) 11=0.5$ 5 8=08
Max Horz 11 Zia 8)
Max G. 11=4]53(LC 1).8=4753(LC 1)
FORCES. db)-MaxCndp.duvo Ten- All firee5250(N) or less except xTen samm.
TOP CHORD 1-11- IDID ,1-2-ti`46N, 23=&9S410 34-4cacM, 4, 846910, 5 3468/0,
F7—V35m, 7-8=993M
BOT CHORD 1011-M421, 410.09354, 8-9-03519
WEBS 21-{mcM,2-00)[3584,310=1364N, 410=1351M0 b9=-1147N, 5-9=-1433M
6-9=013621, 68�R51N
NOTES-
1) 2p1, mass to he connected to eNerwNm 100 (0131^xT') nallsas mimes
TW chords conneclM as alloaa 2K- 2 mas staggered a10.9D cc.
Bottom Ch MR conlecied ds(allows 2 - 2 rovs sla]gemd at 09-0 CC
Wefts conn�CRd as blows 2,4 -1 row ad9D oC.
2) A9 Mars are Considered equally applied to all p8¢, except IT noted as fiord (F) or ttack (B) face In ME LOAD CASE(S) seCMo Ply to
pry en moom¢ nave ceen provided m distribute rnry loans noted an (E) ce (B), unless ofteri nricamn �� �
3)Wan-ASCEz16,Vu8=115mpa(3-second gasp VasO lmpa,TCDL=6op51:BCDL=bopsf.h- ft:BS5$L25ft,ea ft:Cat S OF Tf\\1
IL Exp B{ EntlrsM: MWFRS nueshonan WCL Comer(3jzone, omUCer left addngal exposMC-C for members and firces 8 ^gP•E•""'•••..t, 1
MWFRS forreac0onssaown:Lumder DOL=160pIa1egap OOL=160 j G,J.• f
4) Provide adequate rmamage to prevent rater pon0eg /
5) TIRE Nrss has ben dagnetlM a 100 psf Whom caved live loan nomaccuoent with any older lose bads_ �+ •;R/
6)' This Wss has teen designed for all
live lead of 20 Ron on the Cotbm chord in ad areas wane a reCGngle 380 MI10y 2-do vnde/••••t•••••.................:•../
Rom®M oetwreen the —in cMN allam other memcers_ /MARCOS A. HERNANDEZ%
])LoaO case(sii,$3,45,6,],8,9,i0fl,i2,13,14,i$16,R,18, i92n,21, T2 aas0maeCeen mxdlfiM. Buddingdesgner••••;••••••••••••••••••••••1•••..
must malew loads to very Mat They are Correct for Me intended use of this Ross. 1 11 38 78
8) Tiesmusc he,in Far
e QnRes
Mat
minimum
mff7116" �umal arse Meador, ce applied directly w Me lop clean And IcMgypsum f1�O�s </CENSE�: 2�i4i i s
LOAD MSSE(S) Standard
1) Dead +Rmr Llve (IeloncM)- wmllem ImxTease=l 00, Plate Inaea5e,100
°rnmm
vett17�82011=-20 COR F-12513
ert.-
November 14,2024
ono�ipn �n oar=+
AaMIRIMS
RACE W�473 MI. reaARCIEFORE Far.
na-adiod-luanfiv—saise or
w near,
mpeneM ae a nveem�eery MiTeo
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Job Reference��yy�w
BuiMers Firsl3aace(Cana N/m
,TX),
Carromm TX- 5006,
6
8 30s5ep"G
2024 MiTek MRhM�lnc Wed N-131111MO 4 Page2
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L0FO (113E(9) Standard
2) Lead .075 Roof live (OManced): Lumber Inueae=100, Plate Increase-1 00
Unrtmm Loads (pin
Vert 1-7- 2i 20 , 8-11=-
3) Dead +UnlnOadMOk Mc WNboul Storage Lumber Increase=125, Plate Increase=l 25
Uniform Loads (p1U
Verc 1-7=E82 8-11=-40
4) Lead +06 C-0 Wind (Pas Internal) Case 1: Lumber Increases 60. Plate increase=160
Uniform Loads (plU
Ved 17�83, &11-12
Hoa 1-1--61
Orsad d+06 CL Wind (Pas- Internal) Case 2_ Lumber Inuease16O Plate Inuease=160
Uniform Loads (plry
Vert 17�83,&l1-12
Hari 1-2-61
6) Oead+06 CL Wind (Net, IMemai) Case 1. Lumber Increase=1cre 60, Plate Ineas160
Uniform Loads (plU
Ved 1-]-492 &11=
H.1- 10
]) Land +06 CL Wind (Net, Internal) Case 2 LumMlncrease=160, Plate Increase160
Uniform Loads (plry
Vert i-]�92&11=20 -
Ha¢ 1 7=10
8) Oead+06 MWFRS Wind (Pos Internal) Left: Lumber Inue�e=160, Plate h¢rease=160
Uniform Loads (plU
Ved 1 =-0-413, &112
H.1-1�1
9) Oaad+06 MWFRS Wind (Pas Internal) RgOL LumCx hrcrease1.60, Plate Inumu=160
Uniform Loads (plry
Vert 1-0-113,&l1-12
Hari 1-2�1
10) Omud
+06 MWFRS Wind (Neg- Internal) Left _ Lumber IncreaeIss 60, Plate increase-160
Undmm Loads (pll)
Vert 1 7-"'C' 8-11=-z0
Horz 17-1
11) Oead+06 MWFRS Wind (Neg- Internal) Right: Warner Increase=160, Plate Increase=160
UnRurm Loads (Pit)
Vert 17-483, 8-11=-20
Harz. 1-0 1
12) Oead+06 MWFRS Wind (Pea IMema)1st Pa21Iel Lumber Increase=160, Plate Increases 60
Undomr Leads(pd)
Vert 1-0=-020, 8-11- 12
Horz 1-7-24
13) Oead+06 MWFRS Wind (Pm. Internal 2nd Paraild LumM Increase=160. Plate Increase=160
UnRmm Loads (pig
Vert 17-429, 8-11=-12
Harz. 1-0 15
14) Oead+06 MWFRS Wind (Neg. Internal) 1st Pa2IIel Lumber Increase=l W, Plate Inuease=160
Unarm Loads (pd)
Vert 1 7--0 8-11=-z0
Horz 17-1
15) Oead+06 MWFRS Win (Neg- Internal) 2n Parallel Lumber Inuease=1 50, Plate Increase=150
Undmm Loads (pi)
Vert 17-,NP1, 811=-20
Harz. 1-0 1
16)Omb! Lumber Increase90, Plate Increase=090 Pit 90
Uniform Loads (pd)
VeR 1 7-"d2, 8-11=-z0
II) Oead+O 25 RCat Lrve (bal)+0 75j06 MWFRS Win (Neg Int) Lefl) Lumber Increase=160. Plate Innease=160
Unarm Leads (p11)
Vent 1-] 2 8-11=-20
Horz 1- 0
18) Oead+O ]5 Rwf Lrve (Wl)+0 ]5(06 MWFRS Wind (Neg. Int) Rgdt).- LumceT Increase=160, Plate Increase=l DO
Uniform Loads UK)
Vert 1- =E 2. 811---20
Horz 17-0
19) Oead+O 25 RCat Lrve (bat)+0 ]$06 MWFRS Win (Neg InU lst Parallel): WmLeT Increase=L60, PMIe Increase160
Unarm Leads (p11)
Horz 1- 0
20) Oead+O ]5 Rwf Lrve (Wl)+0 ]Yr06 MWFRS Wind (Neg. ld) 2nd Paa11eIJ Lumber hrcfease=160, Plate Increase=160
UnBarm Leads UK)
Vert 1-7=E12811---20
Horz 17-0
21) Dead +06 CL Win Mum- Covert Lumber Increasel6O, Plate Iincrease-1 60
Jab vO,ye
UNIT-11 TMOossTPNCH GMER
snlmer U. (cane ), Canmmn, Txso6
LOAD C113E(9) S n0a10
Undmm Lid` (pe)
VM 1-7-460, 611=12
Ho¢ 1-0 16
O 22)dt06CWIM Mai. Up WLumOe, Invease=160, PMIe Inuev lW
Undmm Lids (pd)
Vv 1-0 428, 611=12
Horz 17-16
N1 Pl
yy R85310.113
1 8 30s Sep"62020 M.1ril ,M. Wad Noe 1111112l A. Page3
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Builders B.Saace(can.
,TX),
CauoObq TX- 5006,ssTypr
1-3-14
a-u
z411
J
ZJ3
1-0S
2 3x4
pry Ply
2
Rate��yy��pp R85W314
8.g.,"02824MiMMl141PXIm, Wed Nw131132232@4 Page
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3d11 b810
oL 11s
3— 1T4 s®@=112a
Ina-
9 10 6
4.s =
v 4.1.
b5 14s
Plate O„sets(XY,
7"T"41
LOADING Us,)
SPFCING- 2-0U
CST.
OEFL. In "a" good Do
FOOE9 GRIP
TELL 1000
P6te Grip BEL 1 W
TC 011
Ved(LL) -M T >Sed She
MT20 244MM
TCOL 250
Lumber OOL 1 Ed
BC 023
verc(CT) -001 T >999 240
BCLL 00
Rep Stru Ina NO
WE 032
Hoa(CT) Too 6 Na Na
BCOL 50
Code IR=VTP12014
Mary -MP
Weight 33I1, FT=20es
LUMBER- BRACING-
TOPCHORD 2,ISP16501`15E 0r 2x4 SP No 1 or 2W SP SS TOP CHORB 2L-0 o, terms[ 15. except end veNcels
BOTCHORD 2x6 SP 240OF 2 OE or 2n6 SP OSSorMSPM31 BOTCHORD Rgld ceiling dlreNy applied
or 1 Do 00c Mxing
WEBS 2x4 SP No 3
REACTIONS. (sae) 8=AacraneaLM 6=erhankal
Max G. 8=1184UC IT 6=1584(LC 1)
FORCES. pia, - Max Comp Was Ted - AlHorces 250(to) or less except wtren shmv0
TOPCHORD 21-ID56N,3 1056N
BOTCHORD 7SW6936-7-Oi693
WEBS 2�1162ro, 2-7-0568, 4-7--(V6684s 11UM
NOTES-
1)Re,ertoguder(s),mtmss,otmssmrec0 nens
2) GapMral pmfin repreadmatlon does rod depl ltle we or Me orientation of Me Purim along Me top and/or Whom c80N.
3)Recommend 95 strmgbecks, on edge, spaced al 1do 0 M, and ,azte alh to each who 3-1W(0l6 131-X3-)na
Strogbad s So fie allacted to Ovals a MOT o d, ends or restrained by other means.
4) Hangtt(s) or other connecfpn devkejs) shall be gwMed su,ficaua to supporc cBncm rated bad(s) BW Ib down at 1-1OTT 4. and
810® down at 31IT14wbroa NBN Tore deslgNselMlon o, such connection devm(sj is the responslOfilty o, 0tlre5
5) In the LOAD CASES) se,on, baJN applied to Me face aIDe truss are noted as frond (F) orBack (B).
LOAD CASE(S) Standard
1)Dead+ Door LNe Malanced)Lumber lore.ace=100, PMte lmfease=100
\�
Undonn pof)
OFTF�, \,1
VedLandaT
verc lS=sW6-8 .=-to
........
Concentrated Lgads(mj
ven 9=-808(B),0-810B)
yt:' p'4j1 111
:
i
...........................:....
;MARCOS A. HERtnlDEZ%
1...•. 113878 :...
COR F-12513
November 14,2024
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Builders Flrsl3aace(Car ,TX),
Irreee rrpe Dry J.
IIt 61II 21 R85310.115
Fla[GaJx 1 L Job Reference��yy„^„^11 I\\
Camebq TX- 5006, 8 30s Sap"G 2024 MTek M/�sMea Wetl Nw Et 1732242024
732242024 Pagel
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139 12, S4d T-2A
1siA 2-2-2 b2-2 1-5-0
��j�I b4 IIII� I�.1.1. I= IIC�I 44g AI�n==
)J\ 2 "7I ICI I7I 4 ICI
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101fi -
1h
as II
30
so 2-221
' 12-2
6 13
3atd II
21
222
... -I l62
LOADING (pelt)
SPACING- 2-DO
Can
Di n
Nor) good LedPLATES
GRIP
TELL 100.0
Pate Grip DEAL 1C0
TC
0n
Well old
TA >999 360
MT20 24411W
TOOL 250
Dw DOL 1 OR
BC
O W
Ve3t(CT) o M
T8 >9S) 240
BCLL 00'
Rep 3trgslnO NO
WB
0T3
Hmz(CT) 0➢1
6 he Ma
BCDL 100
Cash,IRC2021/fP12Bi4
Mara -MP
Wini Bel
8 >999 240
Wright 11410 R=20%
LUMBER-
BRACING-
TOPCHORD 2v6SP2400F20Eor2x6SPDSSor2x6SPM31
TOPCHORD
24-0 no purilre(6DO mac.) 1-5, except eW vFrhwls_
BOTCHORD 2x6 SP
2400E 2 OE or 2x6 SP DES or 2x6 SP M 31
BOTCHORD
Right ceiling directly applied or oc Waring.
WEBS 2x4 SP No 3'Excepr
1-9.5 7 2x4 SP 1650F 15E or 2W SP No i or 2x4 SP SS
REACTIONS. (s C) 10=Moorabod'6-0-58
Max UPIR 10, 19NLC 4), 6=-193(LC 4)
Max Gov 10,64911). 6=6638(LC 1)
FORCES. put - Max Comtamou, Ten -All brce5250 But, Crucs except wlren shown.
TOP CHORD 1-1 = 74dP3,1 2- 3519/iM, 2 3- 35T9/i M, 3 398T/115, 4-5�981/115,
96=b431/19i
BOTCHORO 8T -9=i3/5832, 1�113(5832
WEBS 1-9=t90ff5202-5�32/58,3J 14923S4i&30w53-T=2469oi 4-7�2B9,
5-7=2099262
NOTES-
1)2,IyWsstobeconam etltogether wM 101 in 131 NY) nails as bunts_
Tap Crown connecied as Milical 2x4 -1 aces at 0,9C m. 2x5-2 novel sta,eb d at 0-90 CC
BUBom chords connected as allows 2x6-2 mess staggered at 02o no
,
Wens cormectetl aioliows 2x4 - i act at0-9-0oc
2) AS bads am Considered until applied to all piles, Except h acted as dust (F) or back (B) face In the LOAD CASES) somon Ply to
ply Connections ons hbeen pmvlded to dLSNbNe daily loads noted as (F) or (B), buss Whentl5e a door l
3) Wind - ASCE 7-16, VuV1 Val (3-sttwn gist) VasdSimph. TCO1=6 al. BCDLY.Opsf, h-00q B=55$ F= T, eavc=4ft, Cal\\
IL (da Fop N Enclosed, MWFRS edowcandidever ever left add dgM exposedWOL=1 ; Lumber L=l W plate grip D60
Ste OF T",
4) Pmvlde adequate dope, to prevent water hondng.
5)Tr6 Wss has been decagonal tora 100 pelf bottom clwN hve load nonacwll ncunenlh anyollcenlNe batls.
p. .''
j G,JS:
•••''•,••,t
6)' This trues has been tlesgnMM for a live load of20 opslonthe when Chow In a0 areas agree a recongue 3 0tact by 2-0O vnde
/ SjMA�j A 1
WN N between ale= crd and anv other eers_
it //�
T)REW to gndeme T. Wss b Mass CommLons
................................
8)Pmvwe meclonbal Confe6Wn(by ohrersj of buss to beal pate Capable of withstanding lDD lb uplift Spirits) except OEM)
I!MARCOS A. HERNANDEZ
10,191.6=193
�......................
9) GopMcal pudln repreeenation dues act deplclthe som or Me ollentafiw of Me pafm along Me top and/or Whom chow.
or other onearround (244,adhall go, In dean add 8 1 In
summon to support c4-4bnadd
io)0-11-0i469
qqqq�� 11.3878 yjp'
'�1'0A.:</CENS'E
led!
380111, wain1add 11h lb F4
In down 83 lb 2489n � 83 n 59
PaQ•ri
up alHani
and and up a up at on
11 G\�
bahomrTwd The desgNselMlon of such connedan dence(s) is the responsibllly or others
;SS""
Loco cASE(s) sMntlaw
1)Deatl+Now Dec(Wanced). Lumber lmease=I 00, Plate bOei 00
COR F-12513
November 14,2024
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Buimers Firslsanea (Cana .Tx). Cauo&on.Tx- Oo
LOAD CAM(S) S n0a10
Ungonn Loa s (plo
Ve 15 250610=
Conceava Loans po)
Vert ]= 7(B) 11=2491(B) 12- 2n 9M)13 2489(B)
1 Ply
yy R85310.115
1 8 30ssep"G 2020 M.1ril ,M. Wad Nav 11111221 A. Paget
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2n. i3L 7-9-0 ale
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26]8
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29-0 2. 2L 518
2EL 2d
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Plate O85els(X Yl- 70143.Eduel H4:EOoe Dib11200-1�ECae1 [M8 FBOlA
1Z 0-1d01AI
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GEFL.
In (bc) Died t/0
P—S
GRIP
TCLL 400 P6te Grip DOL 1 Ed 0&5
Ved(Ly
C_ i8-t9 NW4 See
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220,193
TORT 250 LumMr OOL 1 W BC 0%
vmg(CT)
-0]5 i8-09 >368 24.
Mi8AH5
16W162
BILL 00 Rep Suess Ina YES WE 082
HaRCT)
013 14 ma Na
BCDL 50 Core IR=VFP12014 Marl
Weight 12411,
FT=20%E tt%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2xv 4 SP SSUC)•ErpP
TOP CHORD
Structural wood amending, lng, hill applied m2-2-0oc
purilns,
1-9. 2x4 OF 2400F 2 BE or 2x4 SP 2400F 2 OF or 2x4 SP DSS(flal)
exced and veNcels.
NOT CHORD 2x4 SP 1(e50F 15E or 2M SP No 1 or 2x4 SP SeS(flal)•Ecal
BOTCHORD
Rigid ceiling directly applied
a l DC cc bracTg
1123t 2w1 IF 240OF 2BE or 2x4 SP 24001' 2 BE or x4 SP OSS(fla)
WEBS 2x4 SP No 3(flag
REACMONS. (s¢e) 25=05$ 14 S
Max G. 25-TERLC 1). 14=1611(LC 1)
FORCES. do)- Max Comp Max Ten - All forces 250 gm orbs except vftan shove_
TOP CHORO 2� 2]06N,3d=-0665N, 4-Fr=59641056=b26210, 6-1�mrffl, 7E 6651N,
8=.5 -109hdgh loll- Vo 11-12=22WN
HOT CHORD 2L25=0/1551, 22-24,Q3836, 21-2 (046%20 21=0KA5% BF20=016162. 18-19=05268,
17-18-Q6481. iFn-0/5462. 15-161/3838. 14-15=0i551
WEBS 1214 219010,2-252191N,12-15=011218, 2-241/916, 1115-1681N,
324=16ONG, t l 16=011224, 3-22=011233, 1016=1191M. 4- 1194N, 10-P-J 1,
4-21,OrB], 8-12=244N, 521=7361), D18=18147$ S20= 51VRA, 718--522221,
6-20 oar
, 7-19=2551IS
Nol
1) Unbalanced floor me bads have been considered for this design.
2) All plates are MT20 plates unless N cavom Indkated_
3) All plates are 3x4 MT20 unless W ercnse notated�� \\
4)Recommend2Kslfongbacks,on Mge,sp dall"D-0 alM to tltoeallbu wM3-1W(013t'X3')naE Sig OF
Shorgbacks to tie attached to walls al their order ends m maDalned by other meatus. p �45,'
i A�1
f;j GV 1♦
�MARCOS A. HERNANDEZ
...... 1 - 1.38.7- .....:....
1...•. 3878 iat.
COR F-12513
November 14,2024
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8 30sSep "k 2024Tek MrMi�lnc Wetl Nw 131]32252024 Pagel
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M10=
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9 2 3 < 5 1
7
8
9 31 10 11
12 13 14
28 27 Zfi 25 24
23 22
21
20 10
18 17 16 15
.1. M18NIS Or
h6
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ski
1s,o SP= can hie-
h10 MHARS 1P -
141 2
41-
P1mrOfiseSfXY1-
140.DEticel 115E11ce0-3OI 129 G-LB GNM ISO 0-1A OL
LOAGING (psg
SPACING-
2-0O
C81.
TCLL 400
Plate Grip DOL
1 W
TODT/
TOLL 250
Lumber DOL
1 W
BC oSO
BCLL 00
Rep Stru Ina
NO
WE 0A4
BCDL 50
Coad IRC2021RP12014
Ma1ri
LUMBER -
TOP CHORD 2x4 OF 240OF 2 BE or 2x4 SP 24WF 2 OF or b SP DSSgaG) ExcepP
15.1014 2w1 SP 16MF 15E or 2x4 SP No 1 or 2x4 SP SSUm)
HOT CHORD 2x4 OF 240OF 2 DE or 2W SP 24WF 2 OF a 2x4 SP DSS(8aG) E.dp
2&28, lbT7 WSP 1650F 15E or 2x4 SP No 1 or?t4 SP SS(1lat)
WEBS P.4 SP go3(flag
REAC BONS. (size) 28=058, 15�SA
Max G. 28=2440(LC 1). 15=290STIC 1)
234E
9-2-12
GEFL. In
doc) VUeB Td
PLATES
GRIP
Vcn(LL) A 49
21 >5GM1 360
U.
22mZ
Vcr(CT) -087
21 >319 24.
Mi8AH5
16W 62
Hoa(CT) 014
15 Na Ina
Weed: 218lb
FT=20%E 11%E
BRACING -
TOP CHORD
SNxlu2l wood standing, directly applied or424 o, p pins,
except end veNWls.
BOTCHORD
Rigid ceiling directly applied w l TO cc Iranian,
FORCES. m) - Max Comp.Mlait Teo- All firees 250(N) orF s except v.Ten soared
TOP CHORO 2A abre N. 3d-�41]N. 4L=JJMM 6] 13941N.74=15631N.&9=1J631I0
911=142870, 11-11 1.1213 ffi
BOTCHORD 272 M595,25-27=(V6756, 24-25-0/1017$2124 1291,L tr2 3 14979,
2122=0/14W9, 2&21=0/16299, 14220=0/163CO3 1&19=0/12591,16-18-GA81%,
1516=013113
WEBS 2-28�0540, 2-2]�/1955. &2I 927N, 125-02398, 4-25=2444N, L24=0/1943,
6-24=1926tl, 6-23 1452, ]-2S=143M0, 9-21=869N, 7-21=0/)96, 13-05420Mq
1116=09598,12-16�54W,12-18-OM125, 1118=31320, 1119,0rz418,
9A9=2601ro
NOTES-
unless NIrePxBe mdrcale0_
1) All plates are MT20UD
Q
-
2) All plates are 6x8 MT20 wkssinnovate,
ur
\\
\\\
1IM�teO.
3) The Ithocam n Tolerance al)olMn=11%
nt 17
_���
OF
4)Recommend 2x6 sbo]Wcks, on edge, spared al l0-0-0on, and fastened to each Ross won 3-iW(0131' X W) nal6.
.• PSE..•.T.Fx
Strmgbacl3 to eMvanal Moaned! os Brain ne, ends « m deamed by order means
5) CAUTION, Do cot acol wss IucltwaNs.
A
6)Hanga(s) or other mmlecaor devke(s) shall dwneel soul to support concentrated doors) 1983 Ih dman at 14 112. add
141 indcanal 15-0 mtopcfmdl The deslgniselec0.'m orsltll commagundeames)sthe �lpnshily of Hirers.
11 .... .................:...
m ])Toe LOADCASE(S)s lion, Ioadsapplredfomefare tth wsarenmedas"nt(F)or WM(B)
/MARCOS A. HERNANDEZ
/
Loco cASE(s) srandard
1)Dead halanced).- Lumber IocAWs,100, Plate hrcfease=l OR
+Lour
....:......................:....
/1 ..QQy 113878
se,
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Vert: 1528=-10, 114=130
Cowenbaled Leads
SS/ONAI"'G\�
IIld
Vert: 9=-198AFj 31- TO(F)
COR F-12513
November 14,2024
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LOADING (pst) SPFCIRG- 2-0U CST. OEFL. In da, VUefl Ud
PLATES GRIP
TELL 400 P6te Gip D.L 1 L0 TC 0 S4 Ved(LIT) -0 W i3 >9YJ 360
MT20 244/190
TCDL 250 Lu—DOL 1 Do BC 052 veA(CT) -012 13 >999 24.
BCLL 00 Rep Stru Ina YES WE 040 H0a(CT) 004 9 Na Na
BCDL 50 Code IR(MM P12014 VISUri
Weight 791b FT=20%F, it%E
LUMBER- BRACING-
TOPCHORD 2x4SP165DF15E or 2x4 SpNo 1 or 2W SP SSORN TOP CHORD Shuctu2l attract sheathing UlreM
applied of oc purllns,
BOTCHORD 2x4 SP 1650F t5E o=SP No 1 w 2W SP SS(flal) except end vernals.
WEBS ad SP No 3(flal) BOTCHORD Rigid telling direay applied
or l OO-0 cc aduM
REACTORS. (s¢e) 16=ITT8, 9=1,ietllanlral
Max G. 16=954(LC IT 9-962(LC 1)
FORCES. IS) - Max Comp Mlax. Ten -All torre5250 IM) or less except wlren stltrvm_
TOPCHORD 211460N,3 221W. 45=2423,o!r6-ZM5N, 6-7=146W0
BOTCHORD iS16=0B96,1415=1N1990131"n,123,1213=02M, 11-t2-02423, to11=0N990
310.b/896
WEBS 7-9=126010, 2-16-126M. 7-iRN03B 2-15-M39, F10=799N, 345-80010
6AT,()o %514=N369, 511-408d). 4-14=40BAD
NOTES-
1 ) Unbalanced door We bads have been consMeretl for (MSJesyo
2) Reter to glraents) torluss to buss connections
3) Rerongrad 2,,6 sboigla cks, on age, speed at 1" 0 oc arq fSaened to each truss wing 1101(0131"%3') adds
Stroatrecks to be aVacl d! M walls at Near order ores a eatranel by other means
4) CAUTION, Do mi erect buss backwards
OF•T
SPSE ��t 11
•
5: � tr 11
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�MARCOS A. HERNANDEZ%
113878
11�`SS/ONAIEtt�'��
COR F-12513
November 14,2024
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=1
LOADING (psi) SPFCIRG- 2-0U CST. OEFL. In doc) VUeB Do
PLATES GRIP
TELL 400 P6te G.p DOL 1W TC 0St Ved(LIT) T- i3 >9Y3 360
MT20 244/190
TOOL 250 LurnCer DOL 1 W BC 051 veA(CT) -012 t3 >999 24.
BOLL 00 Rep Stru Ina YES WE 010 H0D(CT) 003 9 Ma Na
BCDL 50 Code IR(MM P12014 MatrrcS
Weight 801b FT=20%F, it%E
LUMBER- BRACING-
TOPCHORD 2x4SP16501`15E or 2x4 SpNo 1 or 2W SP SSORD TOP CHORD Stri dared sheaMing UlreM applied or6-0-0 oc purllns,
BOTCHORD 2x4 SP 1650F 15E o=SP No 1 w 2W SP SS(flal) except entl vernals.
WEBS 2x4 SP No3(flat) BOTCHORD Rigid ceiling dlrecly applied
or l OO-0 cc 02nrg
REACTIONS. (.c) 9=0.5$16=0.'i8
Max G. 9=958(LC IT 16--950(LC 1)
FORCES. IS) - Max CompMax. Ted -AII Pore 5250 old or less except wlren s0uvm_
TOP CHORD 2�1451N, 3 219910, 4 5=24(90 S - MORT 6-7=147M
BOTCHORD 1516=0B91, iL15=1N1%55131"n405,1213-02 5,11-1YD0 0510-ii=N2004,
31699 ]
WEBS ]-9=i283N, 2-1E=125]N, ]-10=N821, 2-15=0833, F10=]81N, 3-iS--]94N,
6-111/353.114=0/363. 511�65q, 4-14=39]N
NOTES
1) Unbalanced flwr We leads Have been con adered for this de,,.
2) Recommend 2x6 sborgback , on edge, spared at 10-0-0 oc and fastened to each Vuss wM 3-104 (0 t3l' X 3') nal5.
Sd rgbacM W be attached M walls al Char order erg a or degogred by der means
3) CAU ION, Do not erect buss backwards.
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11 V.113878
11�`SS/ONAIEtt�'��
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18-10a
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"Bad"...
(psi) SPFCIRG- 2-0U CST. GEFL. In (bc) VUefl US PLATES GRIP
TELL 400 P61e Grp DOL 1 Up
TC 0 SS Val(LL) -0T2 16 1959 360 MT20 244/193
TCDL 250 Lu—DOL 1 W BC OBt Ve D, -038 t6 184 24.
BCLL 00 Rep Stres lnor YES WE 061 HOO(CT) old 11 Na Na
BCDL 50 Coce IR=VTP12014 Mardi Wenha ID410 R=20%F N%E
LUMBER- BRACIRG-
TOPCHORD 2x4SP1650F15E or 2x4 Sp
No1w2WSP SS(8A) TOP CHORD Shudu2wocnly 1 eared sheathing Ulreapplied or S9-11 cc Wrllns,
BOT CHORD 2x4 SP 1650F t5E N4 SP No 1 w 2W SP SS(8al) except end veNcels.
WEBS 2x4 SP No 3(8an BOTCHORD Rigid ceiling direay applied or 1 M 0 cc Training
REACTIONS. (sae) 20=03-8, 119
Masi 20=1293(LC 1). 11=1301(1C 1)
FORCES. Via - Max Comp Mlax.Ted -AII Porce5250 (Ih) or less except wlren shmm_
TOP CHORD 25=2101N, 3-0= &Vl 4No S=N 5=4213b=-04121T 6-0-121TS--.M830,
8-9=21020
Nor CHORD 18-20=01123518-19�942.1718-0000216-1] DM,412, 1516=0M4121415=W4412,
11140/4002, 12-13=02942,11-12-0/t236
WEBS 9IT- 174&0,2-2n=17,V/0,9121/1287.219=0V1288,&12-1249N,&19-125(W,
8-13 04&18=0804713 77210. 418=T7M. 7-14-0/427, 417=0/422,
6-14=-07326, 5-17-t7326
NOTES-
1)Unhalance08o0rWeb shave Teencm eretlrmtM Uesgn.
2)Recommend 2x65trrng�tls, On Oge, Indeed at TIM 0 or and !rile al to each Wss eath SAWS) 131• X 3•) rare.
Strolghacks In te alGched to xalk al their Order cans ordeeddred by rther meads
CA
3) UTION, oo and erMtmss haclaeards.
:r l
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
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Job Reference venal
Builders Fimi3aace (Carta
10:]NUIFnaZOMTism109yWJtljZR�PSB]OHg3N5gPgnL8w3uITXbGKVhCOoi]JIZIC'H
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on =
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1 2
3
4 5
6 7
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29
28 27 26
25
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22
21 ZO t9
18 17 16
68-
68- ti8-
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20 WP 63
Sx611.12 MRAIM ht.-
&R, M18NI5 FP =
3x10 M18AH5 FP =
18-11-02
. ,2
23dE
6b12
LOADING )psi)
SPACING- 2-0U
CST.
GEFL. In
duct VonTd
PLATES
GRIP
TCLL 400
LIST, GOP OOL 1 W
TC O56
VaRLL) -4,
22 N]6 36o
MT20
220N9J
TCOL 250
Lumber OOL 1 W
BC 099
VaMCT) 072
22 >384 240
Mi8AH5
16W 62
BCLL 00
Rep Stru Ina NO
W8 0%
Hom(CT) 011
16 Na Na
BCOL 50
Came IRC2021RP12014
MatrhS
Weight 208 to
FT=20%F,11%E
LUMBER-
BRACING-
TOPCHORO 2x4SP165OF15Eora4SPNo1oe WSPSS(flag
TOP CHORD
Shuc1ual wootl sOeaNing direM applied a 5 Gocp pins,
BOTCHORD 2x4 OF 24WF 2 OF or at SP SOME 2 OE or 2x4 SP DSSRaR) Exec P
except end verticals.
2]-29,1&202W SP 1650F 15E or 2x4 SP No 1 or 2x4 SP SSUSU
BOTCHORD
Rigid ceiling directly applletl w l TO cc brachg
WEBS 2x4 SP No3(flat)
REACTIONS. (.c) 29=058, 169.5E
Max G2v 29=19SMITO 1). 16=3061(LC 1)
FORCES. (ib)-Max Com,amax Ten-Allbraa250 pb)ork mmcplwlren shown.
TOP CHORD 2�593N, 3 6429N, 4L=A525N, &7=-9915N, 751052510, &9,-1 05254,
u'll-1 Wed 11-12=-000C� 41012-13T]51013-04-Ei]5ID
BOTCHORD 2&2?-02W&1, 26-25209,25-26=017638, 24-2.c093T02b24=o/10525
22-2,-OM 052521 (V1W6], 1421=Wi0526, 1&19-05396,17-18 19396.
1FP-013259
WEBS 2-29=27BN012-289 208,&28=224DD., 6=o/P26,4-26=-1709N, 4-25=0(1254,
&25=12WN, 6-249566, ]-24=fl55N, 7-23-M93, 12-1YOB18, 1119=]23m,
9-22=]IDN,1416-399/0, 141]1/4021,12-1]-411M
NOTES
i) UnbNanceofloor Wek dsDavebeenconsueR torthsde n.
2) Ar plates are W20 plalg unless Nberwse radiator
3) All pugs are 3x6 MUD un ass Otherease IMranal
4) The Fabrication Tolerance afraid 20=11%
\
5)Raorecks, mend 2xG Mod,lon Mge,spaced at 1"0m add fasteneb to each Ross who 3-100(0131"X 3")haE
� S�QF.7F.
SamogbarYsm ceaOaov,1 m waflsa Men order ends w reshamea by other means.
p x 1
•4jt
67 cAunorv, DO tot eren wss bacnwams.
yt: 11
7)Hmga(s)«18,11-12on
•?
mprhord TheaesyNselernon at sum connection denceds)Is the ma,gro ial"of others
/ r //\1 R
8) In the LOAD CASES) sector, ua]s applied Me face of the truss are noted as front (F) or rack (8)
/••• •1•••••.................0....
/MARCOS A. HERNANDEZ
LOAOCASE(8) Standard
/••••p..................••••p••••
/1
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Undoml Loads OR)
113878
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Gotmeatrrded Loads drat
Ved 12=1TD)M)
1\SS/ONAI _�
COR F-12513
November 14,2024
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8 s 1➢ 11 12 a 14
21
19 18 11 16
.= 3x4= 4x1= sxfi= Ixfi=
223
2.
LOADING (psi) SPACING- 2-0U C51. OEFL. In poc) Vdag Isd
TCLL 400 P6te San DOL 1 DO 091 Vat(LL) -037 20 17M 360
TOOL 250 Lu—OOL 1 W BC 0&A VrdET) -O .20 >403 240
BOLL 00 Rep SU,ss Ina YES WE 0% roa(CT) -00t 15 aw Na
BCOL 50 Code IRC2021RP12014 MatmS
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 ce 2W SP SSUad) TOP CHORD
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 or 2x4 SP SS(8aD'EsapY
15232x4 BE 240OF 2 BE or 2x4 SP 2400F 2 OF or 2x4 SP OSSM-B BOTCHORD
WEBS ad SP No Spat)
REACTIONS. (.c) 15=0.TB, 1=060
Max G2v 15-1599(LC 1). 1-152](LC 1)
FORCES. (10)-Max CoW,mat Teo -All forces 250 BIB) or lees except when sM1mm.
TOPCHORD 1-2=14559, 2-0 1456fo, 4b=-3546N,S-500]N, 6-7=-581M, 7SL03]!0
8-gS0 7dr 91Ttiad6dN, 11-12-432M, 12-13=2532N
BOTCHORD 2425=00641, 22-24�442],21- IV5566, 20-21=0T-03], 19-2 CS037, 1&iW01586T,
1]-18=0150411, 16-T]b(35]615-161tl460
WEBS 1-2 013, JTT5 2062N. 4-25=171603, 13-16 1593, 4-24--011346, 12-16=fi5560,
524=1310N, 12-17bN1W, 5-22186211-1]=1 W3N, 6- 2-EBUo 1118=0323,
&211/5259-18�200,]-21-61405. rTr) 1 M594
PLATES
GRIP
MT20
220N 93
MISAHS
16W 7
Weight 121 IS
FT-20%F, 11%E
SNstu21 wmd sheathing directly applied m2-2-0oc pathos,
except end veNcels.
Rigid ceiling dlreay applied or 1M 0 cc brand,
NOTES-
1) Unbalanced Boorlieloads Naeeteencons1er lortlnsdesgn.
2) All plates areMT20 platesunless oNetwse indva@tl_
3) The Fabncafion Tolecanceat)onrt23 =11%
4)Recommend2a5=M Wck,on Mge,spacedatl"O ocandlaste tltoewhhuswMn 10tl(Ol31"X3')nal5
Snanctacks to be aOaclxW a walls at Ned eager arestrained by otter means
5) Gap between inci a Top chord ceamg and first diagonal or veK al welt, shall nor exceed 0 Mon
6) CAUTION, Do not aM buss backwards.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
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5 a 7 8 9 10 11 12 13
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1sx3 II
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A
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Plate aYl- 1103-0_Edeel 7 o-tA Food, la o-lA Form rid Ed. o-i dL
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LOADING (psi) SPACING- 2" CSI.
DEFL.
In "' Rod 'it PLATES
GRIP
TCLL 400 P6te Grip DOL 1W TC 071
Vcn(LL)
-828 t9-20 >Bd5 360 MT20
244/193
TCOL 250 Lurater OOL 1 DO 099
Ved(CT)
-a 49 i9-20 > RS 24.
BCLL 0o Rep Stria Ina YES WE 087
Ha7(CT)
001 14 Ma Wa
202 BCOL 50 CoOe IRC1RP12014 MatrhS
Weight 11311,
FT=20%F, 11%E
LUMBER-
BRACING-
TOPCHORD 2x4SP1650F15E or2xd SP No 1 a, 2W SP SSUat)
TOP CHORD
Shucluml wood showboat, directly applied ado 2
oc p pros,
BOTCHORD 2x4 SP 165OF 15E or 2x4 SP No 1 ce 2x4 SP SS(flat)
except end vernals.
WEBS ad SP No 3(flat)
BOTCHORD
Rigid ceiling directly applied a MTS oc 02nrg.
Except.
2-2-0oc load 19-20,18-19.
REACTIONS. (.c) 14=0.4$ 1-0 D
Max G. 14=1379BG B) 1=1387(LC 1)
FORCES. No) - Max Comp Mlax.Ten -AII Porce5250(10) or less except whan Chodi
TOP CHORD 1-2=-1314A, 2-0 1314N, 4 5=3146N, Sb= 43 o 6-0�906M, 75 499=,
, 9! 6900. 91 T�BdmN, 11 12=2265/0
BOT CHORD 22-24=0a359, 21-22,Q/3901, 20-21=014T86,1&20,0V4993, 18T19,W4993,17-18=014993,
1&1i Q/4397, 1516=0131&5, 14-15 1321
WEBS 1-241/1817, 1214=1865/0, 4 24=1527N�2 , 12-15t404, 4-011156, 1115=-1367N,
522=1121M 11-16�'918, 5-21=0r674 916- abaft, 621-64M, 9-17,Q633,
6-20--51046, 8-17-ti`Wi0. 7- 371/164, 818=137c53
NOTES-
1)UnbalancedfloorWelo dsDave Coenco ere 1atMs Ues n.
2) AS I:trs are 3x4 MT20 unless common, IMcated.
3) Recommend 2M stmngbacks, on edge, spied at 10.00 oc add !aster al to each buss ward 3-1 W (0131-X 3-) nal6
-StmrgbaJG to be auached m walls al than order arch or restrained m by other ear5
4) Gap boween aware of broad
eanng and first diagonal or vertical web awl old exceed! exceo 500n
5) CAUTION, Do not erect UGs backwards.
?w
MANGOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 14,2024
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UNIT-11 N/III FF009 FLODR GIRDER
Builders Firslsaxee(Cenu ,TX), Casten, TX- soofi,
1ao
3xfi Ne =
1 2 )t
10
five =
pry Ply
Rate
��yy
R85310.1H
1 030s Ser 11284Mi ACVM. Wed.- 1317 32282024 Page
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11.12
®@=I D1
3xfi Lfi are B8=
3 4 12 6
�\ /w\I
5xfi �
s. =
5114
611-0
LONDING
SPACING- 2-0O
CST.
OEFL. In 'I., VUeB "
PLATES GRIP
r.,
TELL 400
FOR, Gap OOL 1 GO
TC 0OR
Vcn(LL) -002 8 >959 Se.
MT20 2"190
TOOL 250
LumMr OOL 1 W
BC 036
Vea(CT) -004 8 >999 24.
BCLL 00
Rep Stru Ina NO
WB 0ID
H.ACT) 001 ] Na Na
BCOL 50
Come IRC VTF12014
Malyd,P
Weight 6311, FT=20%F, M%E
LUMBER- BRACING-
TOPCHORD 2x4SP165OF15E 0r 2x4 SP No1w2WSP SSORD TOP CHORD Structural wootlsiaming UlreM
applied w6-0-0 oc pualns,
BOTCHORD 2x4 SP 165OF 15E N4 SP No 1 w 2W SP SS(flal) except and veNce15.
WEBS 2x4 SP No3(flat) BOTCHORD Rigid ceiling directly applied
w l TO cc BraTg
REACTORS. (s¢e) 10=Maaanlcel, ]-0-58
Max GdW 10=19M9QG B, ]=255MLC B
FORCES. Pat -Max Comp Wax. Ten - All torce5250 old or less except wlren samm_
TOPCHORD 6]=56]10, 2;1=3052103-03120N, 4S l2Q'0
BOTCHORD 91"Q068,8-9=0K30.52,7-0-02248
WEBS 2-10=279410, 2-9= 1360 3-9,-91", 557 2WW, 58-0V1204, 48=910M
NOTES-
1) Refer to,ndegs)(ortrusslotrussrome don,
2)Recommen02x55tro We ,onege,spa atlO-0DOcaWfwtetltoewhtwssw 3-10a(0131'XW)rce15.
S0o1g0ackslo tre aOacRV to walls al eohs Oyuppolc
lrestcagal
womw shallIm nce Itr tlown at and
wall Ue povl0ed suffichord n mnrean
3)1171
O 0 and 11tlevee(s)
he dese,m
and i190 N Jown at 6-08 on top Tab. The OesgNsele Ton olwca connector Oevke(s) 15 the
iPi 10 Wwndat of such is
M(m ch con ecto
reshe r t,as
471n me LOAD casE(s) section, roads applied tome race of Me Ross are noted as wont (F) orBack (B).
LOAD ASEDO.
LOAD CASES) Standn"
1) Dead +Floor LNe (Balanced) wmtrer lormde=100 Plate Increase-1 00
TOM. Loa]s (plf)
O.....
Verc 7-10=tO 1E=-130
.• PS 1!
Concentrated Loads(m)
G3S'a
Ved:4-1171(B)11=11]i(8)12---1190(B)
�MARCOS A. HERNANOEZ%
�...... ...... ....................
1...•. 113878 :...
COR F-12513
November 14,2024
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)
.,s155I'a newsmn
Jabvss
Tvss Type
UNIT110
I`T—
rs Firslsanee Builde(Cal,TX),
CarroBon, TX-
5006,
tr1-8
µ RT
1-J9
9
3x1b =
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Refe/yyy \ R853M325
t 8 30s5ePG 2024 MiTek4sNss1 lnc Wetl Nw 131T 32292024 Pagel
ID:] iFnaj0MiTsW09yWJdjZR�NB70Hg3NSgPgnL8w3uITXbGK Doi? JCH
3x4 =
P412 y6= 4 3xC g
3®n!=tY02
I I I I
I I
1 11 1. 11
6 5
LOADING (psl) SPACING- 2 " CSI.
TELL 400 P6te onp DOL 1 W TC 012
TCDL 250 wmtter DOL 1 W BC opar
BCLL 00 Rep Stru Ina YES WE 006
BCDL 50 Cotle IRC2021RPI2014 Mate,
LUMBER-
TOPCHORD 2x4SP1650F15Eora4SPNo1oa WSPSS(0A)
BOTCHORD 2x4 SP 165OF 15E or a4 SP No 1 or 2x4 SP S8(0ag
WEBS 2x4 SP No 3gag
REACTIONS. (slze) G T0. , 5=M6Tanlcel
Max G. 3263(LC IT Ti=221(LC 1)
FORCES. pd-Max Comp Mlax.Teo-/ill firce5250(10) or less except when mown
WEBS a5 270N, 2�2600
NOTES-
1)unbalancedfloorWek dsnavebeenco ere torthmaesgn.
2) Refer to goderts)or Vuss to Buss mn2c0ans
3) Recommend 2xfi sucJb,0Zd at , on age, space1" 0 or, and tV aster to each do
S dcnpaoc to he 311acha to walls at Mar outer ends a re,haina by driver means
E) CAUTION, Do mt erect Wss hack adN
a a
aza
GEFL. n
"a" LHlefl "d
PLATES
GRIP
Ven(LL) -0 Ed
7 >9Y3 360
MT20
2"190
ver, 1, -0 oa
T >993 240
Hm(CT) TOP
5 Na Na
Wert: 3011,
FT=20%F, N%E
BRACIRG-
TOPCHORD
SNx1u21 wmtl sneaNing U0ec11y applied cv424oc
punlns,
except end vernal
BOTCHORD
Rigid ceiling direay applied or l To cc ancig
3-100 IN 131-X3")na15
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
MiTek®
Jab Ell �FL RGI
Type
UNIT-fl QAN Fm11 FLOUR GIRDER
sunders Firslsanee(Can ,TX), CamoBon, TX- so06,
.1A
E-i
zxfi II We = zw II 3a II
1 2 3 0
12
P GN N
R853M326
2 1
Job 2Rfe4 M!il ce�yml I\
0 30s5ep 62024 MiTek llfdsNce,Inc Wetl Nw 131T 32292024 Pagel
ID:] iFnajnlTsWo9ymJdjZR�NB7OHg3NS9PgnL8w3uITXbGKKYCDoi7J CW
3®@=114a
zxfi II We = 3w II
6 ]
10 9 V�1 fiXB - bx8
fix8 = W8 =
]d15
74
Plate ORsets(XY1 120.1A088I
LOADING (psi)
SPFCING-
2-0
CSI.
TCLL
400
Pate Grip DOL
1 Up
TC
013
TCDL
250
winder DOL
1GO
DC
O43
BCLL
00
Rep Sgo Ina
NO
WE
082
BCDL
50
Code IR=VTP12014
Maim-P
LUMBER-
TOPCHORD 2x4SP165OF15E Dad Sp
No1w2WSP SS(8A)
BOTCHORD 2x4SP165OF15EN4SPNo1 ce2x45PSSYgd)
WEBS ad SP No 3(8ag
CEFL. In
Nor) VdA LOT PLATES
GRIP
Veri(LL) -003
. >9YJ 360 MT20
244MM
veA(CT) -0 GO
R o >993 240
Hm(CT) 001
8 Na Na
Weight 6211,
FT=20%F it%E
BRACING -
TOP CHORD
SNxtuml wood s0eahing directly applied m6-0-0
oc purllns,
except end vernal
BOTCHORD
Rigid ceiling dlreay applied w l TO cc brand,
REACTIONS. (size) 11=U5$ 8
Max G2v 11=143](G B8L1), =2113(LC 1)
FORCES. NO- Max Comp Mlax. Ton - All forces 250(Ib) or less except wlren sbowrt
TOPCHORD 21�3237N, 3-0=3237N, 45=3368'05T-36GID
BOTCHORD 10fl=0/1870, 410=-D 9389-02]06
WEBS 2-11=2244N, 2-10-011 2,6A=33461009-WS32, 539-252/04-9,-409/8,
4-10=1066U
NOTES
1)Recommend 2,651rpdgbana, on edge, spaN at tO-00 oe and fwa tlto each Russ wed 3- Tool (0131"X Y)nal5.
Srom]Oacks to Oe allacRV to walls al Men oWel enm or reslmned by ottermealN
2) CAUTION, Do not erM truss backwards.
LOAD CASES) Standard
1) Dead+Floor LNe (balanced) Lumber Inaease=100, Pate Increase=l DO
Undodm Loeds (pig
Vert 011=10,1-]=-130
C... Loads OR
41
Ved: 6=13534=1203 iL OF 1.
YR .
VV
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
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UNIT-11 N/III Fm20 Florc
Builder: Hmse,nee(can0 ,Tx), Cm.uemnj]( 5006,
a -To
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ID:]NUIFna2j0MlTsm109yWJdjZR�NB]OHg3NSgPgnLOw3uITXbGK Doi]JIJCW
a1
s =rase
ax4 =
.4= Yfi FP= IxS=
8 9 f0
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46= bfi=
12 13
2d lm
L10 Mt8AH5 FP- 3M— L6- too II 3x4- 3xl- 4x5- all 4xYi—
,so 9v5= 3x10 Mines FP=
29-0 i3L 7-9-0 aTo 1ST3 181A
2678 214o
28-0 2. 2S S18 2EL 2d
2-re 2-90
Plate 011sels(X Yl— 1-8112701 N 0-1d1128 GA-0T1-01
LOAOIRG (pal) SPACING- 2" C51. OEFL. In
(bc) Sol Ud
P-MS GRIP
114_Food0
TCLL 400 Plate Gnp DOL 1 W TO 075 Veol -042
20 s666 360
MT20 220N93
TCDL 250 LumCx OOL 1 W BC 0]2 ven(CT) -0 I3
20 >38D 240
MiBAIS 16W162
HILL 5 WE Ha](CT) 013
Rep Soess'ode
14 Na Na
MalmS82
BCBL 50 IRC2021RP12014Ina
Weight 127I1, FT=20%E tt%E
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 15E or 2x4 SP No 1 ce 2,,4 SP SS(flal)'Excepr TOP CHORD
Structural wand sneaNing pineal aloc45-O oc punlns,
1-9. 2MBE 2400F2 BE or 2x4 SP 24WF 2 OF or 24 SP DS5(flal)
except end veNce15.
HOT CHORD 2x4 SP 1650F 15E or 2M SP No 1 M 2x4 SP SSgaD'Exccepr BOTCHORD
Rigid ceiling directly applied
or 1 DC cc 02n,g
11242w1 DF 24DOF 2BE or 2x4 SP 2400F 2 BE ci xa SP DSS(flag
WEBS 2x4 SP No 3(flag
REACTONS. (,ads') 26-0l 14 S
Max G. 26-TERLC 1). 14-1611(LC 1)
FORCES. do) - Max Gomp.Mlax. Teo- All forces 250(N) or l s except vdaen sOmm_
TOP CHORO 2-0=2]0IN, 3d=-0663N,4—59741o5-T697N, S]--669]N, 7b 6654N,
8.5W9/M ""'Ill-10=1111-t2=2]OBN
HOT CHORD 2S2iGfl552, 23-25,,QK835. 221(V54]0, 21-2 I)Ae45520.21=01�2B, 1S20-MAK?6,
18,19,016171 17-08-0/546y 15-17,Q/3837,1415=01551
WEBS 1214 2191 o 2-26=-21910, 12-15=N1719,2-251/917, 1115-1679N,
325-167810, 11-P-011224, 3-23=Dl 10 U-1195N, 123=1199N, 1018=M65
4-221BR50, 8-18=731N, 52 Vpffl, 519-02]$ 5-21=01351
NOTES-
1) All plates are Mr20 plates unless Nnerwse indva@d_
2)RecommendrandsMMMck,onedge,spa atl"DmaMfastenedtoeach WssvnN1lM(0t3l'X3')raM1s
StrongdaGs to de a0 navel to watts al Meh order ends m restrained by diner means.
YR .
VV
MANGOS A. HERNANDEZ
................................
113878 -*-
COR F-12513
November 14,2024
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6TS
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scale: are.=r
15x3 II
,Rd = .5=
1[fi= 3%4=
3x4= 3Xd=
&4= 3ifi=
4x5= 3. II
t 2
3 4
5 fi
T 8
9 t0
�1
Im
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P ifi 15 14
13 12
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de = 3xfi -
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3xfi
2A0
1 0
75L
Plate 011uts(XYl
150143.Frog IS TlA Faced III EJoo.01a11210-t43CAA
LOAGING (peg
SPACING- 2—
CSI.
TELL 400
Plate Grip DEL 100
TC 059
TCDL 250
LumMr OOL 1 W
BC 089
BOLL 0o
Rep S`U Ina YES
WE 063
BCDL 50
Code IR=VTP12014
MatdrS
LOMBER-
TOPCHORD 2x4SP1650F1.5E Dad Sp
No1w2WSP SSOC)
BOTCHORD 2x4SP1650Ft5EN4SPNo1 w2WSPSS(flag
WEBS ad SP No 3(flag
REACIIONS. (.c) 20=058, 119.5-8
11-48
13-1.
1568
19-11
3-7b
z-G8
2T-0
ITS
OEFL.
n (bc] VUefl
I/O PLATES
GRIP
Vcn(LL)
a- 16 >9]9
360 MT20
244/193
Ved(CT)
-041 "IS �559
240
Hoa(CT)
009 11 Na
Wa
WcUht ITT III FT=20%F. 11%E
BBACIBG-
TOPCHORD SNxtuial wootl sBeaUgog directly applied a S7b oc purilns,
except end veNcels.
BOTCHORD Rigid ceiling dircay appllel a 1M 0cc brand,
Max G. 20=1313(LC B) 11=1321(LC 1)
FORCES. Bad - Max Comp Mlax.Tod- AS Porce5250 Bid or less except when shove_
TOP CHORD 2�214=N 3-0=3559/ .45=63251q 5b6-4 3N, &1-13250, 7�3559/0,
8-9=2=
BOT CHORD 18-20=0/1256, fl8-19�999, 17-18=0140116-1] 014543, 15AG-W,1543, 1415=W4543,
1b14--97,12-13-M99% II-12=(/1256
WEBS 9 IT- 1]A/M 2-20=1]]3/ , 9121/1314 219=(/1315 &12-127610, &19-1277N,
8-13 3$ Tl8=d03$ ]-13 0=. 418-80l ]-14-d455 417=01455
6-14=520/19, 5-17--52W19
NOIES-
1)UnOMimn 0floor Web shave Comte ere 1atMs Ues n.
2)Recommend 2x65trOdg�tls, on edge, spaced at 1M0 or and tole al to each tmss vnN SAW IS 131' X 3°) rare
Sn ghacks In Ce attained!wal to alK Mar order once or restmin lby other means3) CAUTION, Do rad erMlmss backwards.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
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Sa -t229
3o T6= 3xfi= 3xfi=
1 2 4 3 6 ] 8
1
15 14 13 12 11 10
3x10= 3z5= i a011 Sefi= 3x10=
LOADING (ps1)
SPACING-
2-0U
CST.
GEFL.
In
poc)
Wed
Ud
PLATES GRIP
TELL 400
PISIe Gip DOL
1 DO
033
--`T)
-0 W
13
>9YJ
me
MT20 2MY190
TCOL 250
LU—OOL
1 W
BC
048
veA(CT)
-012
13
>999
240
BCLL 00
Rep Stress
tru Ina
YES
WB
039
Hm(CT)
003
9
Na
Na
LUMBER- BRACING -
TOP CHORD 2x4 SP 1650F 15E or 2x4 Sp
No 1 w2W SP SS(8A) TOP CHORE
BOTCHORD 2x4SP1650FI5EN4SPNo1 w2WSPSS(8ag
WEBS ad SP No3(flat) BOTCHORE
REACTORS. (size) 16=&,trz -0 B
Max G. 16=946(U] IT 9946(LC 1)
FORCES. (r) - Max Comp Mlax.Ted- AS Eom¢ 250 IS) or less except¢Ten shovm_
TOPCHORD 21147=N3-0=2194N,45=2387M.!r6-21941067=1470O
BOTCHORD 1S16=0N2$1415=011991,131"n387,12-13=012387, 11-tY-(K387, 10-11=011991,
3169/922
WEBS 7-9=1272N, 2-16=127Z9, 7-10=N815 2-15=UB15 6A10 5)0, 34m, T/Y0,
6-1113483Tl4 0/348, 511-37YU 4-14=375N
Weird 821b FT=20%F, it%E
SNstu21 wootl shearing Ulreclly applied or6-0-0oc purllns,
except end veNcels.
Rigid ceiling dimay applied or 1Ird 0 cc antVg
NOTES
1) Unbalanced door We odds have been con acemn for this Jesyrt
2) AS Unbalanced
are ad MT20 uniss ottervise ledeconal
3) Recommend 2xE sh ,backs, on edge, speed at 1"0ocadd fastened to each tunas with 1101(0131-X Y)nails.
Stmataclato ceatlactedto wand at than outer ends«restrained by other means
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
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UNIT F23 Fl—
BuildersFrsrt(Can Tx), Carrolon, Tx-T5006, 6f 8
Ham-�
P GN N
R053M330
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sCrb=131 s
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3 4 fi T 8
4ss - 3xa II
9 10
I---
4ss= 3>5=
3a= 1L311 3xa= 3x5= m5= 4vb=
1 II
z-9O s 0 T-sY
11-1.
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• 2-So z-6O z-6o
3-0-0
z-sL z-So z-3o
Plate 011 O(Yl S T" Ending IS T" EUuel. FITEAV 04441210 t430.1d1
LOABIBG (psi) SPFCIBG- 2-0U CSI.
GEFL. In
(Tor)Vdefl t/0 PLATEB GRIP
TCLL 400 Plate Cap )OL 1 TOTC 055
Ve'd IT) -0T2
i6 >9YJ 360 MT20 244/193
TCDL 250 Lumbtt DOL 1 Ed PC 081
VeA(CT) -038
t6 >58J 240
BCLL 00 Rep Stru In O YES WE 061
Horz(CT) oW
it Sea n/a
BCDL 50 Ccde IRC2021RP12014 MatmS
Werra led III FT=20%E tt%E
LUMBER-
BBACIBG-
TOPCHORD 2x4SP16501`15E of 2x4 SpNo1w2WSP Sege)
TOP CHORD
Structural waotl sheathing dlreM applied of S9-11 oc Wtllns,
BOT CHORD 2x4 SP 1650F 15E N4 SP No 1 ca w sP SS(flal)
except end veNcels.
WEBS raid SP No 3(8a1)
BOTCHORD
Rigid ceiling directly applied or 1 DO-0 cc 0ranlg
REACTION£ (s¢e) 20=0541, 11=Mccrarcal
MaxG2v 20=1293(lD 1),11=1301(LC 1)
FORCES. (Ih)- Max CompMax. Ted- AS Polce5250 old o/ I except wlan shmm_
TOP CHORD 2�2101N,3 3483N,45=42TIo Sb=-04121T&7-421=N 7S34830,
8-9=2102n
Nor CHORD 18-20=011 2351B-19�942,17-18=01400216-1I 014412, 1516=0/44121415c0/4412,
11140/4002, 12-13=02942,11-12-IM1236
WEBS 9IT- 1]4&0, 2-20=II44/0, 9121/1287, 219=0M283, 8-12-1249N, &19-125(W,
8-13 04 &18=0204, 713 7729, 418=TT1/O, T-14-0/42T, 417=0/422,
6-l"T126, 5-i7—[]326
NOTES-
1) Unbalanced 000/ We bads have been cmY]ered 1m Me, deg n
2) Retel M godents) for Buss to Buss mnlccleas
3)Recommend2M strolgbacks, ono edge, spaced at 100 oc add taste tlto each BuvnN Doss 3-10tl (O l6 t31°X3")na
-StrolgbacM to be allaciced b walls al Sea order ends orresbalned by othe/means
4) CAUTION, Do not erect truss backwards.
YR .
VV
n..
CIDS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
fi v np p.�me ma 4n�Nnionn.t fieN ,a„m., Waa�OBease.
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Type
Dry
PIy
R853M331
UNIT11
FZ
�Tvss
GIRDER
1
Job Reference ��yy
Beer, ce (Carta
TX),
CartoCbq
TX- SBO6R
61
8 30s5ep"G
2824 MiTekM �lnc Wetl Nw 131]3231 Z@4 Pagel
ID:]
iFna2j8MlTsWO9yWJdjZR�NB7OHg3NSgPgnL8w3uITXbGKKYCDoi7J CW
0.1E
H 1�3�
pgp
^
1 4 0
95
as 11
&12M IVIR-
Sxfi FP=
&6 FP=
2[fi g ass= 6e8 =
Sxfi g .6 g
sage 11
2x6 If .12 = M 11 Tiff 11
1 2 3
6
5 6
7 8
9 10 11 12 13 14 15 1fi
30 29 2B
27
2fi
25 24 23
22 21 20 19 10. 17
6x8- Sa
0[8-
on
<xfi 2a6
.65P- 62- 96 II axl2M18PH5- T10-
.1. M1ego 0'
Sx6g
&M M13MSDIP =
18-11-12
231E
Plate Offsets (XY1
160E-0Etice1117EOce O-3OI 1310.1E.0-0SL 132.0-1A OLil
LOADING (psi)
SPACING- 2-0
C51.
OEFL. In
(bc) Weft Ud
POSIES GRIP
TCLL 400
PEte Grip DOL 1 W
TO 0 58
Vert(LL) C Z
23 � 360
MT20 220/193
TCDL 250
Longer DOL 1 W
BC 063
VeMCT) -071
W
23 >3240
MISAHS 16W 62
BCLL 00
Rep Stru Ina NO
WE 056
H.ACT) 011
17 Ma Na
BCDL 50
Coca,IRC2021RP12014
Main
Werra 211 lb FT=2(%E tt%E
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 15E or 2,4 SP No 1 or 2W SP SS(0a1) TOP CHORD
Binaural wootl sheathing direM applies w S2.-11 oc Wrins,
BOTCHORD 2x4 OF 24WF 2 OE or 2x4 SP 24WF 2 OF or 2x4 SP DSSgal)'Excc P
except end verBWls.
2TSD W SP 16WF 15E or 2x4 SP No or 2x4 SP SS(RaG BOTCHORD
Rigid ceiling Olrecly applied w l TO cc annual
WEBS 2x4SP No 3(0ag'Except'
3MA,130,IId2,1&1]. 2x4 SP 165OF 15E or 2x4 SP No.1 or 2x4
SP SS(W)
REACTIONS. 0—) 30-05fE 17,0
Max G. 30=193MILC 1). 1]=3063(LC 1)
FORCES (M)-Max. Comp RAax Ten-Allfirre5250 (la)orkss except when shovm_
TOP CHORD 23�599N, 15�N30N, SL=&52]N, 6-]=-9914.0, ]5-105]8N, &9=-105/&0,
9-01=1066 3 29 1 WN
N2
. 27 210 9OO 2 -WlN
BOT CHORD 2930.b2064,2]-22�WlD0252]=2-011033,1920-M78,1=11
27-W637, 25
3
22-2}O(i W W, 20-22-0/ID533, 19-20=053]8, 16-iR953]8,
1,18,(/10450,
i R18�l3259
WEBS 2-
72�740M31322]=0/t]2612✓2 1M,9226-0/M.
626-USGG6291422 11-20=L13/0, 9-23=2WN,
15A=t220'q 15218-(SI27.1318,4t3-20-0/9t9,
151]�399N, iS18=0/402], 11t8=-408M0
NOTES-
1 J All plates are MT20 plates unLss Nlrerai a mdraYed
2) All plates are ME MUD wkss oMe.IMecated.
*%
3) The Fabriraaon Tolenncealjo1M21-11%
Or. %t
4) Readaend2Wsbred orgbacks, onedge, spaatl0-0 -0och W andlastenedto eacssoull 3-iW(013l'X3') does
gbacla
shorto ce to attached wa8s al Door outer ends w restrained by other means
p. •.F•• 1
yS: qJ1 11
5) CAUTION, Do art erect truss hacltwards.
•?R
6)Han r(s)ccotherconnechondevlce(s) shall cegovMes suRcemmsuppodcencentated doors) 1781 Mdvxnat 18-11-12on
�+ //�
tap Umrtl The desquiselecLon of such connection devke(s) Is the resgonsb1111y o1 aMers
......................
])Inure LOADCASE(S)sechon,loadsapplredtotheface Nthe samnutesashont(F)or WM(Bj.
/MARCOS A. HERNANDEZ
/....1
LOADCIISERR Standad
ed, Valanced).- warder mcrere use=100. PBIncrease-1 OR
1) eaorm
......................:....
/1 113878
DLoa]s
11\
Vert 1730=-10,1-16=138
Concentrated Lords QId
SS/ONAI"'G\�
Vel 13=1781(IN
COR F-12513
November 14,2024
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Builders Firslsanee(CanalTX), CartOtlbn, TX - 5006,
030
112
fi 25 24
3xfi = 15x3 II
P oN N
R85W332
2 1
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24M!i e& I\
8 30s5ep 62024 MiTek llfdsNce,Inc Wetl Nw 131T 32322024 Pagel
ID:]NDIFnajnlTsWo9yWJdjZRI NB7OHg3NS9PgnL8w3uITXbGK Doi]JIZICW
1�4 nHa
5®8 =t385
i 5v3 4x5= 3x6FP=
6 ] 8 9 10 11
23 22 21 in 18
3xfi FP= Ix5 = 3. = 15G1 II
15x3 II
3xfi =
122 a 14
11�\ . C' 28
] \\\ i6 15
I.II 3xfi=
1. S10 1.12
al
16812 i 2..
211-o i
• z-9O zso 5612
2-7-a
z-]d 414
1.
Plate Ofisets(XYl— 1Ed.e l- I140."EUceLR10.18.Edce11120-1AENe1
j230li E�1.1280-1-8.0-1AI
LOADING (psN
SPACING- 2"
CSI.
GEFL.
In (bc) Vded "d
PLAIES
GRIP
TELL 400
Plate Grip DOL 1W
TC 054
Ved(LL)
-0102425 >959 Sr.
MT20
2441P0
TCDL 250
Lumber DOL 1DO
BC 081
ved(CT)
-o 17 24-25 >96] 240
BCLL 00
Rep Stru Ina YES
WE 041
Hoa(CT)
003 15 Na Wa
BCDL 50
Code IRC2021RP12014
MaterS
WcUht i261b
FT=20%E 11%E
LUMBER-
BRACING-
TOPCHORD 2z4SP16501`15E or 2x4 SpNo1w2WSP SS(8A)
TOP CHORD
Shucludil eared smaNing directly appllM a 6-0-0
oc Signs,
BOTCHORD 2x4SP1650F15EN4SPNd w2WSPSS(flag
except am veDcal
WEBS 2x4 SP No 3(flag
BOTCHORD
ceiling
Rigid ceiling dimay applied or m 1"Tcc arum,,
Except.
"S oc 2,T2119-20.
REACnoxS. Pam) 27=Mec1ganital,15=0 frT, -5S
Max G2v 2]=881(I 10),15=593(LC 7), 28=n]8(LC i)
FORCES. In) - Max Comp Max. Ted -All Porre5250 Bid) or less except wlren strain_
TOP CHORD 21-13060.3 1910/0. 45=19 VoN 6=-1%Vo 6-7=98W, 7S00837.
8?Fw83]. 311=559143, 11-12---930.0, 12-13=762A
BOT CHORD 2 2]=0B11,2SBD/1783,2425-0H9512&24=0M951, 21-23-01152, 2&21-3Y433,
1420=-251/222, 1814-0o 30,1]-18-0530, 1&17-019301546=0I551
WEBS 2-2]=1147107-20=13300,2-FYI/!37,7-21=0/E68,3-26=7WN,6r21=901N,
11-19�N9 rVV ✓23=-328N, 111`.c-PBN, 320=-982/0, t116=01313, 9-19 582
11-1&0
NOTES-
1)OntlalmadfloorWebadshaveCoencon eretl1atNsdes n
2) AS p6Rs are U4 W20 ads oNenve:e 1Micated.
3) Refer In gSdeolSo truss to lmss inn maide,
4) Recommend 2tt6 s con,racks, on Mge, spa[M at 1" 0 oc and tasteram to each truss vnN 3100 (0131-X 3') ral
ShorghaGs toCe atlacled S walls atNeir order ands a restrained by olhermean5.
5) CAUTION, Do not ema truss backwards.
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
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MiTek®
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UNIT
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GIRDER
1
Builtllers Flrsl3aace (Carta N/m
TX), Carto6bq TX- SBO6R
8 30s5ep"G
6
Job Reference ��yy
2824 MiTekM �lnc Wetl Nw 13113232Z@4 Pagel
ID:] iFnaj8MRsm109yWJdjZR�NB7OHg3NS9PgnL8w3uITXbGKKYCDoi7J
CW
.1A
H
110
s®tr=r149
3. II
3.6 II zxb II
bxa=
2x6 II 3. II 36 II
1
13 ]
4
5 7
F-F
/J22
/ /u\\
—
/
Jfi6
LII / /��\
\ �-I
11 ID 95x6 8
sxb II 3w II
Re = 6ffi _
188 73O
1&8 MB
LOAOIRG (ps1) SPACIRG- 2-DO C51. OEFL. In (bc) Wed I7d PLATES GRIP
TCLL 400 role CUP DOL 1C0 TC 029 Vcn(LL) -001 11 >999 360 MT20 244/190
TCDL 250 Longer DOL 1DO BC 015 VergOD TW 11 >959 240
BCLL 00 Rep SS21.G NO WE 033 Ha7(CT) 000 8 Na nh
BCDL SD Cone IRC2021UTPI2014 Ma P Weight 69In FT=2U%E it%E
LUMBER- BRACING-
TOPCHORD 2x45P 1650E t5E or 2x45P Not w2w15P 55(flal) TOPCHORD ShucN2l woon sheaNl�g nlretlly appliedm 4Dcc WnMs,
BOT CHORD 2x4 SP 1650F t5E or 2x4 SP No1 w 2W SP SS(flag except end veNfals.
WEBS 2x4 SP No.3(W) BOTCHORD Rgln ceiling dlredly applied or 1M 0oc Mxing
REACnoxS. (s ) 12--011GD97-12
MaxGrav 12=1 W$LC4), 8=718(LC B
FORCES. do- Max Clonp Mate Teo - All fee 250(M)orkss except wlren shown.
TOP CHORD 2�1455U, 3-0 145510, 4 11GMM SL=-11me
BOTCHORD 11-12-011050, IDA 1=(fi3D1, 910=011301,&9-MM
WEBS 212=138M, 2-111563 &11=b56.0, 411=02f, 68=917/0 &9=01 6 , 44 ffi
NOTES-
1)Reconnmenn 2x6 sVoigbace', on Mge, spaced at 1" 0 oc anal taste tlto each truss wlN 110n(0131' X 3') nails
Stran,w sto he auScred to walk at their outer ends w reARg Jby Nher geode
2) CAUTION, Do not eyed buss backwarns.
3) Haiged() w othec connecMn ll bgw10ed device(,) shae sulhdentW support mncent2ten bed(,) 720In Wwn W 2-M2 on tap
cMN. TTetlesgNsekc(x.of Omnnecnonnevlce(s)¢MemsWnsiMidyatothers_
4)Inthe LOADCASES)s ton,bansapplletlto Melace NMe Wssarenotedasfrnt(F)Dr�(B)
LGAO CIISE(S) Slanged
1)Good
+ Floor lDwe(balan VT Droner ytcrease=t00, POte Increase=100 '
UMronn Loads (pig
Vert &12=101-7=-130
Coeenteded Logs go) E OF T"'l
VeR 13=720(m ; a........... x4s1�
�1.......1.•.. .......................
�.MARCOS A. HERNA.D::..
1-1.38.7- 8 ....:..
E..Z
.%
COR F-12513
November 14,2024
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UNIT
Builtllers Firsl3aace (Cart FZ TX), Barrette, TX-ISO06 Ry GIRDER 8630s5eP �62024 MiTekM sNg1 lnc Wetl Nav 131132322024 Page13�
ID:iFnajOMiTsm109yW'djZR�NB7OHg3NS9PgnL8w3uITXbGK Doi7J CW
S,,-bear 11 aX6 11 a, �� sxfi 11 laze 11
w n 11. b-1� . o-10-1s s
s®e=rmz
9
go, -
add
S1i 2 d4l
' 2811 i1 '
LOADING (plat)
SPACING- 2-0U
CSI.
OEFL. In (bc) Wefl "d
PLATES GRIP
TCLL 400
P6te Gnp DOL 1 W
TC 036
Vet(LL) T1, 7 >9Y3 360
MT20 244MM
TOOL 250
Lu—DOL 1 do
PC 012
veA(CT) ,U 7 >993 240
BCLL 00
Rep Stru Ina NO
WE 0SO
Hm(CT) GOD 6 Na Na
BCDL 50
Gone IR(MMUTP12014
Matrix-P
Weird 45lb FT=20%E 11%E
LUMBER- BRACING-
TOPCHORD 2x4SP1650F15E or 2x4 SP No1w2WSP Segal) TOP CHORE) Saharan Bard starring, UlreM
applied ad 1160c Wrllns,
BOTCHORD 2x4 SP 1650F 15E o=SP No 1 a 2W SP SS(0a1) except end veNcels.
WEBS ad SP No Shall BOTCHORD Rigid ceiling directly applied
a l TO cc brand,
REACTIONS. Pzm) 8=a7-12, 6=1hetlianlral
Max G. 8=1326T] 1). 6=850(LC 1)
FORCES. (Ib) - Max Comp Was Tan - All tome, 250(Ib) or odd, except wlren sbmm_
TOPCHORD 18 41710, 2�1(M7N, 3d=1087N
BOTCHORD 75(V979, 8-7-00859
WEBS 3-7-47M. 2A=1287N, 46=1161M, 47=OM72
NOTES-
1)Reter to guUef(s)(or Wss to Wss mnrecOCns_
2)Recommen0255b tacks,onege,spa allO-0DO aWfwtetltoeachtwssw 3-lW(0131"XW)nal6.
Strod,ledl ,to be attacRV to walls al Star order ends or madame! by Other meat,
3) CAUTION, DO ant erM Russ backwards.
4) Targets) or other connttWn cancels) shall be puvlded suRinerM1 W su ni concentrated bad(a) 7761b Omen at 0-310, and 751
bedwnat 2-9-10antopchad. Thetlesgnfseledlonofwchcomuxdontlevlce(s)1sN responsib118yaoMas_
5) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as Mad (F) orBack RD
LOAOCIISE(S) Shandard
JO
Lumber mrm.�e=100 Plate hrcfease=l o0
1) De��F�s
`
PebalmbcV)
OF"`L\�
TF-1
ven BIN 1� 130
^ PSE 11
••• • • • ••'•4S
Concentrated Loads(m)
i yt:' �a�1 1
Von 10=n6(B)11=ORN
i r• . M 't A 1,
n..
COS A. HERNANDEZ
..........................
113878 -*—
COR F-12513
November 14,2024
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MiTek®
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GIRDER
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Builtllers Firsl3aace (Carta
TX),
CartoCbq TX- SO06
8 30s5ep"G
Job Reference ��yy \\
2024 MiTek Mp Mss,lnc Wetl Nw 13113293 Z@4 Pagei
ID: iFnajnlTsW09yWJdjZRI NB7OHg3NS9PgnL8w3uITXbGK Doi7J4a.ICH
1`2�
Sale- I D 1
3xfi
5ve
ea = 3xfi
1
2 tt 3
4 5 12 a
10 fiM 5sa fi 5afi
.a-
611A
sn-4
Plate ORse6fXY1- 3"Th Edool r403-000-011803-0E 119.LTD EJceI
LOFGING (psi) SPACING- 21 U CST. GEFL. In port rued I/O PLATES GRIP
TCLL 400 Plam Gap 3.L 1 do TC "a ved(LL) _ _ 8 >999 me MT20 2"190
TCOL 250 Lumber OOL 1GO BC 039 veMOT) -004 8 >999 240
BOLL 00 Rep Stru Ina NO WE 022 H0a(CT) TOM ] Na w,
SCOL 50 Cntle IR=VTP12014 MatraS Weird SO lb FT=2O%F, 11%E
LUMBER- BRACIRG-
TOPCHORO 2x4SP165OF15E or a4 SpNo1w2WSP SS(SA) TOP CHORD Sheared otl saeaNing dinally
applied w6-0-0 p oc pins,
BOTCHORD 2x4 SP 165OF 15E o=SP No 1 w 2x45P SS(Sal) except end veNcels.
WEBS ad SP No3(flat) BOTCHORD Rigid ceiling directly applied
or 100-0 cc bmnlg
REACTIONS. (sae) 10=Maaanlcel, ]-0-58
Max G,W 10=191000 B, ]=2553(LC B
FORCES. NO) - Max Comp Was Ted - All forces 250 Bud or less except wlren sbmm_
TOPCHORD 67=47510, 23- 3402/0, 3-0�102N, 4S lDS0
BOTCHORD 3109/10Y 8-9=W3102, 7S-0224(i
WEBS S7�035N, 210=2800N, 5 DM205 2-9=011447.3-9=92DE 4,8=Saint
NOTES-
1) UnImanced flour We ids have ban conv]e ed or this Jesgrt
2) Re@r ToglNe(a) orWss Intuss appeal
3) Recommend 95 sbmgbecks, 0n age, spacial al 1" 0 oc and hastened to each buss vath 3-10h (0131"X 3") nal6
S m gbaos So be a8ached o walls al Men order ends m hatmined by other means
4) Humorist aother evl anneal dce(s) shall be pwlded sMOBenOr supporc aroarmate l load(s)1242 In down at 2, 8, and
1207 lb dean at 4-0-0, and 1252 o down at 60d on top NON The desgmseleamp of such an Labor device(s) is the
esprnsoilM1ya theo;
5) In Me LOAD CASES, section, cads applied to Me face of the buss are noted as front (F) or has (B)
;•
LGAOCASE(S) Standard
1) Lumber lnrrease=100. P6te Increase-1 o0
L
OF.r. X
Undedoml s (ph(balanced)
PSE
4,p
verc. ]-10=1q iL=-130
:G
O1
Crrcenbated Leads Old
•2 I
ved 4=-11]1BU TT-1n1(B 12=n86(B]
)
i * ;' R
........... ...........:.... al,�.....
�MARCOS A. HERNANDEZ%
1...•. 113878 :...
COR F-12513
November 14,2024
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UNIT-fl N/III FmF01
BuildersFirsl3aace(C— ,TX),
�Tvss Type
FLODR
CartoBoq TX - 5006,
.4 11
1
pry
P
R853M336
2
8 30s5eP
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ID:]NUIFnajnlTsW09yWMjZA�NB]OHg3NS9PgnL8w3uITXbGK Doi? JCH
ram
axfi= 6r1D
.4 II .411
LJ LJ
0 ]
fim = 2,i II
4 s1a
4a1d
6
5
2. II
.4 11
LOADING Best)
SPRCING- 2-DO
Go
C51.
OEFL.
in
(lac) Poe8 W
PLATES
GNIP
TCLL 400
P6te ROL 1 c0
TO
016
Vert(LL)
We
- Na 999
MT20
24,V190
TCDL 250
Lumber DOL 1 W
BC
010
VaMCT)
Na
- Na 999
BCLL 00
Rep Str lncr NO
VAR
0 T/
H AgCT) -O W
5 Na lea
DDET 50
Cork, IRC202UTP12D14
Mator,P
Weight 30In
FT=20%
LUMBER-
BRACING -
TOP CHORD 2x45P i650F t5E or2x45P Not w2w15P 55
TOP CHORD
2U-0ac putllread, except end veNceLs.
BOT CHORD 2x4 SP 165DF t5E or 2x4 SP Now2WSPSS
BOT CHORD
Mind ceiling energy applied car 5-]-11 oc Wx0g.
WEBS 2x4 SP No
3
OTHERS ad SP No 3
REACTIONS. All beamys 4-010
Ub)- Max Opllfl Ail upliR iDD ib or less al}nnt(s)56exc¢p18=1656(IL 6),]=i555(LC ])
Max Gmv Allreaio1N2v01b Orkss jolnt(s)56excep18=1R7(LC5),]=179D(LC4)
FORCES. (Ib) - Max ComplMax Ten- All Minces 250 pb) or less except wiren sbmm.
TOPCHORD 1-2-501156, 23 7=29
HOT CHORD 7�12TV1215, 6-]=-TINr2
WEBS 2 1767/1588,25-2158QI58
NOTES-
1)Unbama dfloor Weballsha beenconsvlereltbrtMsde n.
2) Gable requires corrections bottom moral learn,_
3) Pmvlde me lmnbal connxion (by Palms) of boss W learn, plate capable Of wobslaMmg 1001n upMt at purgs) 5, 6 except Wlb)
8==1565.
4) The
Muss las been tlesgned for a total deg krer of We D pR Lumber OOL=(133) Plate gnp DOL=(t 33) Connell Miss to reset deg
loadsabnglottomcladi OUs to L610 the see oPff
r
6)G carralpull representation does not spaced!
padepce! a 1" 0 M, dd orientation epudlnas Ar Me top and/or
-X 3')cIord
6) Recommend 2Wsbom]ldto alMge,spacedaYnds or Ocraidd!byothYO each Ymss vnN 3t00 (0 i31°X3")nal5
Snoagba0.5 W be allacled to walls at Ncti eager eat w restrained! b) other means
......
MARCOS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
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DNIT-fl
FmF02
�TnwTYpe
FLODR
N/III
Builders FirslSaace(C—
,TX),
CartoCbq TX- 5006,
zx4 II
1
�L—j
S4=
5
P ory N
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14 8 30s5eP 52024 Mm M/�smg,lnc Wetl Nw 131]32332024 Page
Job Rate I
ID:]NDIFnajnlTsm109yWJdjZAF NB7OHg3NS9PgnL8w3uITXbGK Doi]JIZICW
s 'b8-10
zsIII
2 � 3�l Scale: L1=1'
I
4 it 0
4s10
EIA
4
a4 =
LOADING (psi)
SPRCING- 2-Do
C51.
OEFL. In poc) Well W
PLATES GRIP
TCLL 400
P6te Gnp DOL iC0
TC 016
VNBT) ON 5 — 360
MT20 244AW
TCDL 250
Lumcer DOL 1 W
BC ODB
VeMOD -0Di 455 >999 240
BCLL oD
Rep Strgs mO YES
WB 007
HRO(CT) 000 4 Na n2
BCDL 5D
Code IRC2021TP12014
Mani
WeNt 29In FT-2
LUMBER-
BRACING-
TOPCHORD 2x45P 1650Ei5E m 2x4 SP No 1 w2w15P SS
TOPCHORD 2U-0 o, putllret 13, except No
ventrals.
BOTC HORD 2x4SP 1650F 15E or 2x4SP M.a WSPSS
BOT CHORD pull telling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (see) 5=Meclar"g, 4YAec0amcal
Max G. 5=310(LC i), 4=310(LC 1)
FORCES. dd- Max ComplMax. Ter, - All forces 250 ffin or kss except when shicest
NOTES-
1)Refertoglchats)fortmsstoMass cans
2) Th.Wss desgn requ res Nat a minimum of]fl(T gracN21 wood sheMOg be applied
directly to Me top clean and Ice gypsum
sNcehock Be applied da" to Ore WOom chord
3) GNhlgal pudln represeMatlDn does Iwl deplct(Be sseecrthe odenta4on of ire puffin abng
Ne top and/or Latlom chant.
4) Recommend 2x6 sham]Backs, on Mge, spaced al 1" 0 oc add faste al to each Muss
AN 3100() 131"X3")Net
SMmgba0.s to Be attached to walls at Men enter ends or restrained by other means
YR .
VV
......
MARCOS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
Mill
Jab
vss
TYpe
Dry
PIy
R853M338
DNIT-fl
FF83
�Tvss
FLODR
2
qLI
Builders Firsl3aace (Carta
,TX),
CartoCbq TX- 5006,
L
6J
8 30s Sep
Job Raterence��yyI\\
2024=M/�smg,lnc Wetl Nw 1311323620. Page
ID:] iFnaj0MlTsWO9yWJdjZAF NB7OHg3NS9PgnL8w3uITXbGK Doi7J CW
2ds
b8-10
's
2x4 11
3x4 = .4 11
1 �1
2 15<I } Shale: L1=1'
46 =
5 4
4vs =
1610
4s1n
LOADING fps()
SPRCING- 2-DO
Go
C51.
OEFL. In (bc) Wed W
FLAIES GRIP
TCLL 10D.0
Pete ROL 1 W
TO011
Verc(LL) 0.00 5 ^^ 360
MT20 2441190
TCDL 250
Lumcer DOL 1W
BC ODS
VeMOD -0W 45 >999 240
BCLL 00
Rep games mO NO
WB D22
Hmz(cT) 000 4 n2 n2
BCDL 5D
LoOe IRC202NPI2W4
Mateni
WeJgM 71 m FT-2
LUMBER- BRACING-
TOPCHORD 2x6SP240oF20Eor2x55PDSSmr SPM31 TOPCHORD 2U-0acp pros 13, except elM
vectors,
HOTCHORD 2x6 Sp24WF20E or 2x6SPDSSm2x6SPM31 BOTCHORD Mgid ceiling directly applied.
WEBS 2x4 Sp No
REAL BONS. (s¢e) 5=Mechanrcol, 4=Mecbamcal
go. Grav 5=2196(LC 1). 44196(LC 1)
FORCES. IS)- Max COmplMax Ten -All mree5250 (M) or kss except omen shcona
TOP CHORD J5 Ng6N, 3-0=896N
BOTCHORD 4SDI1281
WEBS 2�1809N, 2-0 180911)
NOTES-
1)2,aymass to be onnecte0 together writ ins M 131' T') nails as mlbws_
Tap Hounds comossa!as endears 2x4-1 roar at 0,9C ac, 2x6-2 rows star me0 at 0-9L oc-
Macau [bores connected as follows 2x6-2 mws staggered at D-9-0 oc
Webs connected as to li 2x4 -1 me, at ORD m,.
2) A8 bads are considered egltally applied!toall pm,,. except of acted as front (F) or bBe,track (B) face In OLOAD CASE(S) Section Ply to
ply connecdons have been p raded to distribute only loads noted as R) or (B), unless Mlrervae undated
3) Ream m gimer(s) for mass to truss mncecWns
4) Lad rase(s)1, 211asfllave been mWeied. BUAdmg desgmx must my ea bares m verily Oat Ney are oure 1mr Me Intended Ise of
MIS mass
5) This buss desgn requhes that minimum of 7116-Structural wood sheambg be applied directly to Me fop clrvd and 12" gypsum
sheebock be applied dlrem, to Me Bottom chord
_��� \
6)Gmphlcal pSh represeMabondcesl tdepi0tres or Meomnmtonof MepWinabng Mempandlor WOamchwe
.��• F•T�••`�1
at
]) Recommend2x65bom WCa ,onedge,spacedatl6D-oocandfastene toewhmasswM3-lW(013l'X3')nals.
�p. •• ,
j �,
So gbact3 m he attached m walls al Men order ends w restaged by user means
G,J.• S
LOAD Standard
1) Dead+Poor LNe (balanced] Weber Increase=t00, Pete Ixrease=l 00
d+Floor
/ ••.........................
unlmlm Loads(plq
M ANDEZ:
/MARCOS A. HER..... �
vee 1�982 a1 =-10
/1 /
z) Dead wmcer ncrease=100, Plate lnOea5�i G0
•Q 11 38 78
�p
(1 Obi </pENSE�.j.\1�f
vercn�9a2.as=-m
COR F-12513
November 14,2024
.
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R853M339
FF
R
1
Buiders Flrsa(Crtm
TX)
Ca-Aen,TX-TBO6TY
p 024DNIT
RaeI
3$224NHIM142ss\nc Wed Nw 131732342Pagel
,
ID:] iFnaj8MlTsWo9yWJdjZR�NB7OHg3NSgPgnL8w3uITXbGN Doi7J CW
2-TO
4-2u
2TO
11
2ta
e -
1 as
1 �2.4
ICI
3 s®@=1ls2
3x4 II — II
2lu sea
2-1-n ITS
Plate O85els(XY
5"T"121
LOADING (pact)
S-F NG- 21 U
C51.
OEFL. In (bc) VdeB l/0
PLATES GRIP
TELL 400
P6te Grip DOL 1 W
TC 009
Ved(LL) -001 _ >959 360
MT20 2"190
TOOL 250
Lumber OOL 1 Ed
BC o30
Verc(CT) -ItU 5E >me 24.
BOLL 00
Rep Shoes Ina NO
WB 0SO
Hoa(CT) 000 4 Na Na
BCOL 50
Cade IR=VTP12014
Matrix -MP
Word 37lb FT-2
LUMBER- BRACING-
TOPCHORD 2,6 SP 240OF 2 BE or2n65P OSSm2%65PM-0 31 TOP CHORD 2LCC Wrtths tom, ucept end veNcels
BOTCHORD 2x6SP24WF20E or 2x6SPOSSorMSPM31 BOTCHORD Rgld telling directly applied
or 1 D60 oc bating
WEBS ad SP No 3'Excepr
i b,34 2x6 SP 24001'2 BE or SP DSS or 2t6 SP M 31
REACTIONS. Daze) 6=0.5 ,4=MaLaNcel
Max Gav 6=1811 BC 1).4=1265 LC 1)
FORCES. (Do - Max Com,aSho Ten - All forces 250 (b) or kss except wlren shove.
TOP CHORD L6-1250N, 1-T- TDVOL 2a=A79N, 3-0=-125N0
WEBS IS01136B 35=011368
NOTES-
1) ReRr to gxdens) lmtmss to Vuss mre natem,
2) Gaphical pmfin represenGtlon does art depict the we or Me arentabon of Me Purim along Me top and/or Whom chard.
3)Recommend 25 shom]Wcks, on Mge, spaced at l0-0-0oc add Paste W to each buss earn 3-iW Do 131-X3")adds
S matrad s to be attacWd to walls at NeB order ends or restrained by other means.
4) Hanger(s) or Ma.... devke(s) shall W pau dded sutficartM1 w support concentrated load(s) 1278 In down at 1 3T, and
1278 to Wean at 2-SO on bottomchar The,desyNselcmon of short connected devee(s( Is the lesponlbilM1y mothers
5) In the LOAD CASES) serbon. bads applied to Me face of Me truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1)Dead + Floor LNe(babnced) Lumber lncm.ace-1 GQ Pate acrease=10O
��� \
p10
undotm Loan�Ven
PSE �F TF-F 1�1
vet[ 1�130 aL=-io
1
•••.Alp
Conceavated Loads (Ib)
i yS:: (1
Von 5=-1278(m T=1278(m
pA[�
1♦
;MARCOS A. HERNANDEZ
...... -
.38.7- .....:....
1
1...•. 3878 i...
1
COR F-12513
November 14,2024
kao av nanp.�metrnan4n��Tesa.�s aacehaeannexnaeneaeeP.ae.,.,,re.,�W3daaneuse.
e� �a
MiTek®
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ww a,. roa oearay en amtiwnalwm'.Ptrnmvl
and dcsl Banner Comvonem serery lnromrdfim -apue ammve sweanfdateepi poneni pamu �Ore+e' eomm�enaom)
yls]ss1nllune.smn
Jabvss
Dry Ply
R853M340
UNIT-11
FF05
�TvssTYpe
FLOOR
1 1IN
Builders Firsl3aace (Carta
,TX),
CartoCbq TX- 5006,
JobR hfiffr��yy ssl\\
0 se 2024 kM Nw 13236ID24 Pagel
Hg3NS Pqn
10: ]I W IFnr20MRsnJ09ym•JtljZAFMPSB]OHg3NS9PgnL0w3uITXbGKVhCOoi]JIZIC'H
nl 09yWJdjZT U3ul
21L
a2a
2x4 II
~
3x4=
L1
a4 II
1
3 5®@=1Y62
dx6-
62-0
l2-0
LOADING Sel) SPRCING- 2-DO CST.
Go
OEFL. In Doc) Wal W
PLATES GRIP
TELL 400 P6te DOL 100 TC 0D2
Vert(LL) 0.00 5 ^^ 360
MT20 244MW
TCDL 250 Lacher DOL 1 DO BC 002
VM(CT) -0 W d 5 >9 9 240
BCLL 00 Near SM2 mO YES VAR 005
Moo(CT) 000 4 norn2
BCDL 50 COO, IRC202NPI2014 Matra,N
Weight 35In FT-
LUMBER-
BRACING-
TOPCHORD 2v6 SP240OF2 OF 0r2x5SP DSSor2x6 SPM 31
TOPCHORD 24) acp rim 13, except a
a veNcels.
BOTCHORD 2x6 SP 240OF 2 DE or 2n6 SP DSS or 2x6 SP M 31
BOTCHORD long telling directly applial
WEBS 2x6 SP 240OF 20E or 2n6 SP DSS or 2x6 SP M 31' cepC
25,24 2x4 SP No 3
REACTIONS. (s¢e) 5=0.58, 4=M6Tanlcel
Max G. 5r 60(LC 1L 4=26MLC 1)
FORCES. pia, - Max Comp Wax. Ten - ]ill firce5250(10) or less except when stlmm_
NOTES
1) Refer to glNer(s) Mr Miss to Vass corrections
Ths Vuss tlesgn requnes that a minimum W ]]ib" sNstural w0otl shearing be applied!
Olretlly W Me top clwN and Ice gypsum
sinconak he app4ed Qrec(t/ t0 Ole Bottom chord
3)Gaphical pa" representorti does Tot depict the see or Me Brentgun of Me puffin along
the top and/or Bottom card
4) Recommend 2x5 strom]Lrecks, on edge, spaced! at 1O-0-0 Bc add fastened t0 each Miss
vnN 3-1Gal (0131-X W) reels.
String racks to he attacRV M walls at Mar order elm or restrained by other made
:♦
n..
COS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
kae npnp.�m.trnaen��Tesn.res n nnennnexnerene.eeP.e.,.,,re.,�a,—nense.
�aro
Mill
eakrad-on
ma9u
n
icT da,yen armm
cc�
and acsl Bad,Comvonm sara lneamenen—apue mmae, S6aiaafragmpaaeal ieumwboo.maam)
Oo
are 1ss15]llhrc.s—
Jab Type
UNIT-11 (al CABLE
BuiuUeer (Ceo , Cemo6bn, x-5006,
15x3 II
3 4 5
P oN N
R85 M 1
Job Reterence�yml I\
8 MlTs 62024MiTek NB7OHg3NSn. W.Pqn U3ul 3235ID24 Pagel
10:]NUIFnaZBMTisnJ09yWJtljZR�PSB]OHg3N5gPgnL8w3oITXbGKVhCOoi]JIZIC'H
6H8
s®la=13ha
15x3
15x3
15x3 II 1 sr�T II 1 sr� II 1 scl II 3xfi =
10 11 12 t3 14 15
28 2] 2b 25 2a 23 22 21 20 19 1. 11 1.
zxa II AS II 2. II 2xa II 2xa II 2x+ II 3xa =
1sa II
i . i 4no sd9 Fa-0 .. r. I.T laao 111 0 16 0
TOOT ". I'll,
140
-4o 1" I" I. T-0-0 1. 1. 1. 1. 1. 1b0
1b0 140 o-73
Plate Ofluts(X,YF I1:Eoge,&I AI, 130-1A,EageL[5&1$Eogel.[GA1$Eagel.[9-&igEJge].ill 61$EAWJ.[13.OigEOgel.[19 IT",EUge].[21&1$,Ed]el,,
�n&" EdeM 1250 1-8 Etmel l2701- EaoeL 129 GAIN Eder]
DO Eaue GA8l 1310-1C 041
LOADING (pst)
SPACING- 2-D8
C51.
OEFL In (loc) Poefl t/0
B GRIP
TCLL 400
P6(e Go, OOL 1 W
TC 015
VeA(LL)Na 999
244/193
TCOL 250
Longer OOL 1 W
BC .
VeR(CT) Na - Na 999BCl1Rep
7.T2.n,
Str¢c Ind NO
WB 051
Ha](C) C01 16 Nr Na
BCOL 50
Cctle IRC2021RP12014
MaOdS
1001fl Fi=20%F, it%E
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF 15E of 2x4 SP No 1 w 2x4 SP SS(flat) TOP CHORD Structural wmo shearing Uheoly
applied ot6{W oc Turns,
BOTCHORD 2x4 SP 1650F 15E or2W SP No t of 2W SP SS(flat) except end vc2.ls.
WEBS 2x4 SP No 3(flag HOT CHORD RlgM ceiling tlheNy applied or 680
oc Ceasing_
OTHERS 2x4 SP No.3(flat)
REACIDONS. All trealings l]-it$
gin- Max H. 30=19(LC 4)
Max Upllfl All uplift 100 b of less et}unt(s) 16 ev¢pt 2'Y�56(LC 6), 28 (LC
])=, 2]=-]99(LC%269(LC 7). 25= 84(LC 6), 24=-]84(LC T), 23=]95(LC
6), 22='95(LC ]), 21-840(LC 6), 20-4339(LC 7). 19=958(LC 6). 18=959(LC
])
Max GRR Allreactloms Olbmks tlolM(s)30,16,17except22998(LC5),
28=986(lC 4), 2]=933(LC 5), 26=932(LC 4), 25=91](LC 5), 245II(LC 4b
23=928(LC 5), 22=926(LC 4), 21=W3(LC 5), 20=W3(LC 4),19-1 9l(LC 5),
38=10W(LC 4)
FORCES. go) - Max ConoWro. Ten - All forces 250 No of kss except Allen shown
TOP CHORD 1-2-3(r2/362, 2�763/]63, 3-0 269/269, 45-669NG69, &7-6261626, 8-Y 71597,
1&11=51&558. 1112-35 86, 12-13�74MOJ, 1&14=-524324
HOT CHORD 2930=314/314, 2&29=-5!r 550, 2]-28=250250, 26-2]--593RA9 c 2125� 25 .
22-23=£611S(U 21-2Y 2filcoU 20U1=T45944,1&20-349344, 1&19=-94.M942,
1]-18--543eA2
WEBS 328=9]3/86], 526=-919/812, ]-24=909W r, &2 9151808.112D=960B53,
\
�F•TFx ���
l3A8=1)Gle]3,&29=1283M283,5-27=1211/1211, 7-25=3191/1191,
9-23=120611206,11-21=126911269, 1&19=-143411434
.• ptE
j 4S+ 4P [I
1
NOTES-
1) Untralanced floor haveheroconA]eretl br(hls Uesgn.
...:..............ERNA.DEZ
M Dupl
2)Anpbteom sx5Mrzounress Tbchrol
�MANCOS A. HENNANDEZ%
earinged.
3) Gahk regulres wnhnwus Iw(Wm tlNN oeanmy
••••p••••••••••••••••••••••p•••
4) Tines to ce blrysheatt Tom one brr or serurery hrarro against ialeal movemempe.dlagonl wehi.
1 113878
5) Carle sells 1 4o oc
1� �.n`�/CENS1E
6)PrwlJe mechanical conecloon(by Mror) of tours to heamg plate capable of wflhstaMing 1001n upon at joint(s) 16 except (Viol
1 FS ••• G\�
29=8%,28=854,2]=]992rc]9925=T8y24--]84,23=]9522=795.2l�4, 839,19= ,18=959
1\�S(ONAIE�_
T)Ths NrssR s been Tesyned MatotodragbaJof300pff Lumber WL=(133)Pblegnp OOL=H 33) CmneOWsstores¢tdrag
=W
``\\\\_
loads a:y bo8om mom 0-0-0b iT-i1S br3W 0 pR
8)Recommend 2x658oshares, on edge, spaced al 1" 0 oc openfaste tlto each nicerworn3-100(o 131-X 3")nalK
COR F-12513
Simsba0.5 to be 38ached to walls al their Miller ends or restrained by other means
9) CAUTION, Do not erect tmss backwaNs
November 14,2024
Poea sa.ewan,rr.
MiTek®
tra
0
m 1
,r. c-olcr-isenm-1-n
IrO511111MTe.s-
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UNIT
Bui ROs Flni3ource(CandNm�TX), CartoCbn, TX-ISOO6Ty' SUPPORTED G4BL 8630 s Sep, IN 2024 MiTek Mds ,g — Wed Nw 131732362024 Page 1�2
ID:]NUIFna2jnlTsm109yWJdjZRICIPSB]OHg3NSgPgnL8w3uITXbGK Doi]JIJCH
01A TV
116 11
i 43 II
15r3 II
I So II
.a 13X1 1.
1.3 II
1A] 14a 1. 3efi FP-
9Y3 N
U6
1 2 3 4 5
6 7
8 9 10 it 12 13 14 15 16
11 18
19 20
41
In
—
40 39 an 3] 36
3S 34 33
32 31 30 29 28 Z! 2fi 25
24 23
22 21
3x4= 2x411 .4
36 W=
A4 .4 H .4 11.11
2x411
3x4=
,R II
1'0 II
214R
2.
Plate Ofluts(XY)- j30.tA,E0gej,[50-i$Edgej,(]0.1$EOgej,(<10.1$EJgej,[i10.1A,E0gej,[130.tA,E0gej, jiff 0.Y8,Ed]ej, [180.1b,EA]ej, j260-1$Edgej,
j260." Emig 12801A Edoel 1300I- Food 1320.1d Edcf1. 135.0-1T Food 1370-18Error 09.0.i8Edran 141 T"0-i-81142.0.1-801b1
LOADING (psq
SPACING- 2-To
CSI.
OEFL In pea Dreg Uri
PLATES GRIP
TELL 400
P6(e G, DEL 1 he
TO 015
—(LL) Na - we 999
MT20 244/193
TCBL 250
LumOer DOL 1 W
BC O14
Ve D, Na - ar 999
BCLL 00
Rep Socc Ina NO
WE 052
HoRdGD 001 21 DO Na
BCDL 50
Code IRC2021RP12014
MaOdS
Welg0L 128In F7=20%F, IISE
LUMBER- BRACING-
TOPCHORD 2x4 SP 165OF i5E or 2x4 SP No 1 or 2W SP SS(flaR TOP CHORD Shucluml wood sheathing directly applied a 5TH) CC Wfllns
BOTCHORD 2x4 SP 16501' 15E or2W SP No 1 or 2W SP SeS(flal) except end veNcals.
WEBS 2x4 SP No 3plal)'Excep- HOT CHORD Fargo! telling Directly applied w 680
OF Crating_
1-0 20.21. ad SP 165OF i 5E or 20 SP No.1 m2W SP SS(flat)
OTHERS 2.4 SP No3(flat)
REACTIONS. All hearings 23448
(ID- Max Horz 40=38(LC 4)
Max Upllfl All upM lDD lh or less a ,nt(s) 2l exrepl39- 42(LC 6), 38=839(LC
]), 3 789(LC 6), 36=]89(LC ]), 35=]]i(LC 6), 33=]]i(LC T), 32=]6](LC
6), 31=-767(LC ]), 30=7]2(LC 6), 29=T 2(LC ]), 28=-]93(LC 6), 2]=792(LC
7), 26=A46(LC 6). 25=E45(LC 7). 24=9]6(LC 6), 23=-977(LC ])
Mori Aft ma .2501hor F.SatjomUO402122extxpt39=980gLC5),
3"URC 4).3 923(LC5).36=923(LC 4), 35=904(LC 5). 33504(LC D)
32500(LC 5L 31--O(LC 4).3 906(LC 5), 29-9D6(LC 4).2"26(LC SA
2]=926(LC 4), 26=979(LC 5), 2S-W9(LC 4), 24=11 yhLC W.23=1115DO4)
FORCES (Ih)-Max.Comp AAm Ten - All firre525D do) or Nes except when shovm_
TOP CHORD 1-2-345/3432�]457743, 3-0 264R64, 4�664564, F7---630A30, 8-9-614AN4.
10.11=EIXM603.12-13=586386,13-15=251251, 1S16=-5OW549, 16-1-340901,
1 7-18-459/46018-1 9=-55]556
BOTCHORD 39-00=32N52b13 9=--555/555,3 7-518/589, 3335�04I6o4, 31J-61651E
\
2930=633039, 2]-28=-6I046]0, 26F2]=270270, 2526=]5N]59 24-25=359/359,
II
23-24=97SSV5, 2-23=-57s575
p......... 't
9tr
WEBS 338=959ARC? fY-90W8027S3-891]r8494H-4879BOr 112'x-892/]�,
112]=913/&IE1F2`.c-965,858,18-23=1t01/99t, 339=12mm2655-3 =1197/1198,
lZ11GV1166,
I GjSC •, If
/
/4�
]3`.r=11]2NVi 1130=11]4/11]4, 13-28=1202M203,
/ ..
16-2fY12A/i27]. 18-24=1460/1459
..off
/ ...........................0....E
/MARCOS A. HERNANDEZ/
xoTEs
....:......................:... /
0 Unbalanced door We weo ads nave ceen newlms ered for desyn.
2) Al=a are 4x5 MUD unless offeven, 1Mpanal
1 113878
3)Bahle bmtom and! Dean,
(1 O,r; :<�CENSE�:
regmres mnt,n..0
I1 FSS`'
4)Truss Wce Wily sheathed from one Mce or Sagely hued against Stood mmarent(Ie-diagonal wed.
..LG\�
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6)WwMememanlcalconneLion(Iyollwus)oltmssWceangpMtempabemwh WmgloOlhuplMalpml(s)21except (l=lh)
39=842, 38=839, 3]=]89 36=]89 35=T11, 3YRl, 32=]6], 31=]6], 30.7]2 2927 , 28=793, 27=792.26=846 25-845 245]6,
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November 14,2024
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Plate Oflaetu fXY1 1:Ed. GATI 13&tA EUceL 15&i8 Encel R1:(TtA Food 113&1-BEred 114E6x&1bl
LOADING Ueo SPACING- 2-0O C51. OEFL. In (bc) Weft t/0 PLATES GRIP
TCLL 400 P6te Grip DOL 1 W TO
015 l Vart(LL) Na - dar 999 MT20 244/190
TORT 250 Border OOL 1 TO
BC 018 VergOT) IVa - Na 999
BCLL 00 Rep Stru Ina NO WE 064 Hm(CT) 000 8 Na Na
BCDL 50 Coade IRCMMUTP12014 Matex P Wer ho 46lb FT=20%E 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP 165OF 1.5E or a4 SP No 1 ce 2W SP SSUat) TOP CHORD Shuduml wootl sheathing Ulredly applied m6-0-0ocp pins,
HOT CHORD 2x4 SP 1650E t5E orat SP No or 2W SP SS(flal) except end vernals.
WE 2x4 SP 1650F L5E or2W SP No 1 cr W SP S5(flal) •Fxc¢pr BOT CHORD Rigid ceiling directly applied a 6,G 0 oc racing_
3-13,"1 a4 SP No 3(flal)
OTHERS 2x4 SP No.3(flal)
REAL BONS. All beaMgs &IA.
gird - Max Udint All uplift top In or less alpnds) except 13=1083(LC 6T 1Y 1080(LC7),11=1210(LC6),
10=1215(LC ])
Max G2v Ailreacilom250lborks at)ohm(s)14,8,9exceptl3=1225(LC5),12=1211(LC4),11=134s(LC5).
10=1344(LC 4)
FORCES. go) - Max Core, Max .Ten. - All Are, 25D Vo or less except wlren addend
TOP CHORD -2�63r362,2]23r263,3-0=3531313,45�0]/44],Sfr800/Z60, 6-]-00/4W
BOT C1
HORD ib14=363/363,12-13=]53053,111T�PM53,10-11=1200VCDD, 410=E001800,
8-9-_t00/4C0
WEBS 112=1197/1093,&10=1331/1MT TT3 1603/160$511=179111791
NOTES-
1)UnbNanceofloorWeleadshavebeencm eR torthi de n.
2) Gable Correa Continuous bottom add! bearing_
a) Truss to be only sheathed from one face or searery Indeed! donna], latecal movemem (1 e_ dropped! web).
4) Gablesends spaced at i-0L oC
5)Prance merleamcal connection (by others) of gross to beading plate capable of wonstaMing 10831b uplift A pint 13, 1000 to uphill al Sg OF
)rd 12, 1210 to upi ftatpot 11 and 1215In upfft atplN 1O. 1
6)pando has been desgned for a total drag lead of 300 pR Lumber D L-{i.33)Plate grip OOL=(T33) Conned Wss to rest deg i ytP'• •"r•45,1)
loads akmg bottom clroN Tmm 04,00to 8-1b for3W Dad / A
7) Recommenl2MaUoo,dan, , onedge, spacedatl&0.0 ocandlaste dtoeachimssawM3-100(0131•XY)nalls /f2
-Strorgbad3la be allacicedto walls al llreir outer endsmresbahned by othermeans //1..M...A...R•..0..O..91..1.A.3.. .8H7R8NDEZ
%
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COR F-12513
November 14,2024
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,TX),
Carrolton, TX- 5006,
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219a 3 41 i':3
s®le=l-lo3
3. 1n311 3.6-
3615
3615
LOADING (pact)
SPACING- 2-0U
C5L
GEFL.
In
goa 1= Oil
PLATES
GRIP
TCLL 400
P61e G.p DOL 1 doTC
O W
Val(LL)
do
- Na 999
MT20
244M90
TOUT 250
Lu—DOL 1 do
BC .ra
VEr(CT)
Na
- Ne 999
BOLL 00
Rep Stru Ina YES
WE 0Or
Hm(CT) 000
5 Na Na
BCDL 50
Code IRC2021RP12014
Matrk-R
Weird 19 to
FT=20%F, ll%E
LUMBER-
BRACING -
TOP CHORD 2x4SPl650Fl5Eor2x4SPNolo, WSPSS(0A)
TOP CHORD
Sari wootl sheaNing directly applied a ST-15
oc Wrllns,
BOT CHORD 2x4 SP 165OF t5E or 2x4 SP No i or 2x4 SP SS(0a1)
except end verbals.
WEBS 2x4 SP 1650F 15E or 2x4 SP No 1 or W SP sorod)-E pP
BOTCHORD
Rigid ceiling direNy applied or 1 M 0 cc ancig
T3;5-9 2x4 SP No3UM)
OTHERS 2x4 SP No.3(0al)
REAC BONS. (Side) 730.15 S 15, 6=TTD
Max G. ]=N3(LC 1), 5=113(LC 1). 6=188(LC 1)
FORCES. old - Max CompMax .Ten .- All fi¢e5250(N) or less except Men sham_
NOTES,
1)Gableentries continuous bottom UmN Ten.,
2) Truss to be NOy sheathed from one race or seeurery b2ced agvnst laleml movemem I1 e_congener! w le
3) Gable sNds spaced ad 14C «
4) Recommend 2X shotgbacks, on age, spaced al 1" 0 oe and Rodeneh to canto hues wed 3-1W (0131"X 3") Units
ShmgbadS To he attaclred to veins al their order ends or reshalna by other means.
YR .
VV
......
MARCOS A. HERNANDEZ
..........................
113878
</CE N SEo.G\a�'
COR F-12513
November 14,2024
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2150
5®n =tYo3
3x4 II 1:A3 II 3x4 II
29e
9b
Plate Offsets (XYl— 11Edde 0.tAr f4tEdoe 0.1-Bl ffi Edoe 0.1A1
LOADING (psi) SPACING- 2" CST. GEFL. In (be) M= Oil F-CFE9 GRIP
TELL 400 Plate Grip DOL 1 TO TO 0 W Veri(LL) Na - Na 999 MT20 2"190
TORT 250 LumOer OOL 1DO DC 002 VcU(CT) Na - we 999
BOLL 00 Rep Stru Ina YES WE 0D4 Hoa(CT) 000 4 Na Na
BCRL 50 Code IRC2D21RP12014 Malrk-R Weight 1811, FT=20%E 11%E
LUBBER-
BBACING-
TOPCHORD 2x4SP1650F15Eor2x4SPNo1w2WSPSS(flA)
TOP CHORD
Shdwog uural eared sheaNindirectly applied or2-9b
ocp pins,
BOT CHORD 2x4 SP 1650F 15E m 2x4 SP No1 w 2x4 SP ssg,d)
except end veNcels.
WEBS 2x4 SP 1650F 15E or 2x4 SP No 1 or 2W SP SSga1)
BOTCHORD
Rigid telling dlreNy applied or 1 DT 0 cc bracTg
OTHERS 2x4 SP No3(flat)
REACTIONS. (size) 62-96, 4=2-9b, 5=2-9b
Mav G2v 6=83(LC 1), 4=91(LC 1), F 188(LC lI
FORCES. (10)-Max ComplMfit Teo-Allbrces250(i0)orkssexceplwlrensM1mvn.
NOTES-
1) Gable requires railroads ONm Chad!Chad!mg. bea
2) Tres to ce Niy sheathed from one Race or securery braced against lateral m0vemmd (Le. diagonal veo).
3) Gable studs spaced at 1-0-0oc.
4) Recommend 2x5 sleonglead s, on edge, spaced! at 10C 0 oc mM astened to each tmss w0h 31M (0131-X Y) raft
Strmgbacks M be allacRV to v Ifls at Mar order ends w restrained by order meal,
VV :R
......
MARCOS A. HERNANDEZ
..........................
113878 -*-
COR F-12513
November 14,2024
MiTek®
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 8)1 Grapevine, TX
Lot Block
Plan Building 8
To Whom It May Concern:
2505 N Pl . Rd
Su 4 00
Richards®,' 75082
214 516630P
214 51L631P
.i,r so.baL.
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.
LH1P;Si�4
Respectfully,
0
Tony H. Childress, P.E., S.E.
ia'' }�jE fid to be
U T f QJ Z
. ,
i. CHILDRESS r
......................�
72029 ; x
'ONAI ENly...
F-7422
w .ces9lobelxom
THIS PAGE RELEASED FOR CONSTRUCTION
oNFucr
c ONINO ORDINANCE
CITY APPROVED PLANST ON THE JOB S DE AT
oalzs)zazs
PE: I.3...
El'
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
NO UNDERGROUND PLUMBING OR
FOUNDATION WORK PRIOR TO AN
APPROVED FORM SURVEY
J
CONSTRUCTION HOURS
7:00 A.M. - 7:00 P.M.
MONDAY - SATURDAY ONLY
NO WORK PERMITTED ON SUNDAY
OWNERIDEVELOPER
Grapevine Brownstones, LLC
Greg Gifford
129 South Mein St, Ste 215
GrepeVine, TX, 76051
PHONE 4694 76101
GGiff,Xd@nucNlCaph.l.com
STRUCTURAL ENGINEER
Childress
Engineering Services
Rod Stede
15MN Greenville Ave Ste IND
Richardson TX 75061
21144516630
fade@Ce.gloh5l turn
ARCHITECT CIVIL ENGINEER
SCHAUMBURG ARCHITECTS Kimley Horn
KEN SCHAUMBURG
Lon Lusk, P.E.
8432 BLUE HERON CT.
400 N. Oklahoma Dr., slide 105
FORT WORTH, TEXAS, 76108
CCIInie, TEXAS 75009
PHONE 817,929.2389
PHONE 972-704-1176
JEFF@SCHAUMBURGARCHITECTS COM
Lori.LuEk@KNnl.y-Hom.mm
MEP ENGINEER
LARRY BLACKMON, INC.
REGINA KINNEY, SENIOR PROJECT MANAGER
6716AZLEAVE.
FORT WORTH, TEXAS 76135
PHONE 817-238-9801
FAX 817-238-9804
REGINA@BLACKMONCONSULTINGENGINEERS COM
GENERAL NOTES
1 A �� - Pz a bhmNMnRwMml el wee
Pm. e
o Eae eaee.awebeepaa L.eares m.ha na.a wa a,wax.n.ra�e.�.aw aM eeNM a;afa be.aemeeawaxxa�Pex TYPexewb.,.�wa.PAaA., haaa w.mee a Pm. eee'. m..rae..a
ewa.N.aPac..whchwa.µ a
DwmaB10=,aBa wa aepamle ... -RA ATER �a.e a 1 ne 1RNna,.Rxumboxe m - Pd rem sii naell.ei. moex+bwe
w na wea NraueA amuntl ba wnee,Mcb pabwllol xa at maetSHnaM1w abwa0rwntl vunc�eG a cxwm 0 mleimadum mtle ePawesucM1
.aa aarP«�m.a,boe moa..e.aam,en.b. awuea..meaaa.m aaw�al..xeProaraa -a u.m aiNa M1. xa,..e.a eem w'uawM1mTwl.xrea.Pa
T R-Value vL11-1l em IvwmMbe N N wil0inyrva. R S walk umrq epmymam inauklivn wSN nvrvvenktl attic. Iwulffivn baMwn unite lnautl cavM lv be rvvAwvd m meetax
n ilm0m be imulaW wahS evrayrvamly vvvxlmee aM1ard Nv ineukbvn in elwaivrwalN alvinin.airy
1.All uehdvr�avifaa lw beuemenluvewwl BaeM1VbuxjakedwulYSJeO
IT IS THE RESPONSIBILITY OF THE OWNER/
DESIGN PROFESSIONAL/ CONTRACTOR TO
HAVE PLANS REVIEWED AND THE BUILDING
INSPECTED BY A CERTIFIED ENERGY CODE
INSPECTOR IN ACCORDANCE WITH STATE LAW.
PLAN REVIEW AND INSPECTION
DOCUMENTATION SHOWING COMPLIANCE WITH
THE ENERGY CODE ADOPTED BY THE STATE
SHALL BE SUBMITTED TO THE BUILDING
DEPARTMENT.
SMOKE DETECTORS SHALL BE LINKED
SO THAT WHEN ONE SOUNDS, ALL
SOUND.
Fire Reviewed
3.` 12/11/202412:22:17
See comments in MyGov
ALL CHANGES REQUIRE
APPROVAL OF REVISED
PLANS
1
APPROVED PLANS SHALL BE
KEPT ON JOBSITE AT ALL TIMES
SPECIAL NOTE I CONTRACTOR SHALL CALL FOR INSPECTIE
PROVIDE SAFETY GLAZINGS AS REQUIRED PER (877)410-3070
SECTION NOT AND EMERGENCY EBCAPE AND
RESCUEOPENINGS PER SECTION 310 OFTHE CONTRACTOR REGISTRATION WILL BE
INTERNATIONAL RESIDENTIAL CODE REVOKED UPON PERMIT EXPIRATION.
CODE REFERENCE
APPICABCATEGORY CODE INFORMATION SECTION
ECLECC#
TION
CODES IN
auILDwG EFFECT x02f IxTERNAn9NALBUBDINCODED11C)
MCI
ELECTRICAL 2020INTENNKFONALELECTRICAl- CO DE
PLUMBING SNI INTIM ANON PLUMBING CODE UPC) AND N151NTERNNTIONAL NEL
GAG ACCESSIBILITY LAS CODE
ENERGYOODE S151NTENNANONAL ENERGY OONSENVATION CODE BECC)
INTERNATIONAL FIRE CODE NFCI
EC_. icnnaxzl
PRNID.ERED CONSTRUCTION TYPE
aTR OM CG
CLASSFCAFIG! .PEVREFER TO NC 021 FC IBC Tabe001
PHASE 2 DRAWINGS
_ Nv.t &MXemA
I
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G+,e tiuimrys un '
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I v,zz�r[Ne.lu,gs wnzz
auimp,. unnx
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1111 INFORMATIONAL NOTES
NO TREE REMOVAL PERMITTED
PRIOR TO WRITTEN APPROVAL
ALL ON -SITE ELECTRICAL
CONDUCTORS ASSOCIATED WITH
NEW CONSTRUCTION SHALL BE
LOCATED UNDERGROUND
ALL EGRESS DOORS SHALL BE OPENABLE
FROM THE INSIDE WITHOUT A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT MANUALLY
OPERATED. FLUSH BOLTS ARE PROHIBITED.
THESE PLANS ARE NOT
REVIEWED FOR HANDICAPPED
ACCESSIBILITY
ALL LIGHTING MUST COMPLY WITH SECTION
65 OF THE GRAPEVINE ZONING ORDINANCE.
LIGHTING ELEMENTS MUST NOT BE VISIBLE
FROM A POINT S ABOVE GROUND,
MEASURED AT ALL PROPERTY LINES.
PHYSICAL TESTING OF ILLUMINATION
LEVELS MUST BE PERFORMED TO VERIFY
COMPLIANCE WITH PHOTOMETRIC STUDY,
DOCUMENATION SHALL BE SUBMITTED TO
THE BUILDING DEPARTMENT.
NO OCCUPANY, INCLUDING TEMPORARY
OCCUPANCY WILL BE PERMITTED UNTIL THE
ABOVE REQUIREMENTS ARE MET.
SEPERATE PLUMBING,
MECHANICAL, ELECTRICAL AND
SIGN PERMITS SHALL BE REQUIRED.
■ COVER
BIilding8, Unit 21
■'u.Mw. snMry
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F
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£ I EAST DALLAS ROAD
—_ EXIST s" S 5. _ � 4:.� —
E%ISi 6"-
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� II O.P.R TC.T 13 12
7.70
INAGE
//////E%ISTINO 24' PUBLIC ACCESS, UTILITY_
�». I EXIST B" 5.5. / INST.& NORD2223440]SOMPRTC.T.
CITY OF GRAPEVINE
THIS PAGE RELEASED FOR CONSTRUCTION
RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH THE BUILDING CODE OR ZONING ORDINANCE.
CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT
ALL TIMES,
03/25/2025
BY: ARNOLDO RAMIREZ TSBPE: 1-3898
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
a
`
a ' LOT 1A, BLOCK tA, / L�
-
BUSINESS PARK ADDITION
�`- INST. D22 O, /
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o I I
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is I
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I
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HASTEN ADDITION
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OWNER: 929 MAIN, LP
(ZONED: TRANSIT DISTRICT)
MATCH LINE SEE SHEET C-08
V 68.29
.,DO S
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z s3 c ORIGINAL TOWN OF GRAP-E PAVING SECTION B-B
INST. 10. 1221218008,
O.P.R.T.C.T.
OWNERI D.L. ROGERS CORP.
(ZONED: TRANSIT DISTRICT) AMEN ON
TRASH IA —
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N
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260' (B )
11-1
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ALL TIMES.
03/25/2025
BY: ARNOLDO RAMIREZ TSBPE: 1-3898
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
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CABINET A, SLIDE 12126, P.R.T.C.T. I PAD
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0 28 22 26
_
EXIST GRATE INLET—', '
3 —
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03I25I2025
BY: ARNOLDO RAMIREZ TSBPE: I3888
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BY: ARNCLDC RAMIREZ TSBPE: IJB99
BUILDING INSPECTION DIVISION.
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CNAMOES MUST BE APPROVED.
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BY: ARNOLDO RABIREZ TlBPE: —98
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THIS PAGE RELEASED FOR CONSTRUCTION
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RELEASE 00ES NOT AU010RIZE ANY WORK IN CONFLIC)
1�, L�
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Au mew.
03252025
O l7
BY: ARNOLDO RAMIREZ TSBPEI1-3B95
BUILDING INSPECTION DIVISON:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
J
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EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
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I SW. SCH1
STACKING MATERIALS
SEE ENGINEERED
CUTSHEETS
2FL BEAMS
Fab Type Net Qty Plies Product Length PIoUD
FF 3 3 1 3/4" x 11 7/8" 2.0E Micmllam@ LVL 24' 0" GDH
FF 3 3 1 3/4" 118" 2.0E MKc IIam@ LVL 24' W 'EMS
FF 2 2 1 3/4" x IS- 2.0E Microllarn@ LVL 10' 0" BM4
2ND FLOOR TRUSS LAYOUT
NOTES
MA
I
CITY OF GRAPEVINE
THIS PAGE RELEASED FOR CONSTRUCTION
RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH THE BUILDING ..GE OR ZONING OHIOINANCE.
CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT
ALL TIMES
03/25/2025
BY: ARNOLDO RAMIREZ TSBPE: I.38B8
BUILDING INSPECTION DIVISION:
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
EASEMENTS OR PUBLIC RIGHT OF WAY.
ALL CHANGES MUST BE APPROVED.
T
i, x_.——----..--.----__._. ___--I.
cO.vYw __ Awvl I I
--------------
��t�non env-pt.crq: tua -I
cur �yEI
II I
3FL BEAMS
Fab Type NM Qty Plies Produd Length PIoUD
FF 3 3 1 3/4" x 14" 2.0E Microllarn@ LVL 8' 0" 8M3
FF 3 3 1 3/4 x 18 2.0E Mi-11 191 LVL 24 0 BM2 I ii
3RD FLOOR TRUSS LAYOUT
***IMPORTANT***
1. Nstomer u responsible to verify that the product Builders Fuse
Source is far dwevsioval and
3 It is Ne respomiI of Ne customer. builder, bW&Ig
desigpec, FOR to lighting
5. Adj- tress spacing as re nu ro avoid ell plumbing drops,
f flues. and HVAC dk. Do NOT
S. This placement diagram u for Iecehov and Gaming pwposes
ONLY Lu9fletlov bracing is the the
Stronabac C Bracine
v providmg approved efl
ev__ reguuem— needed far the sn-umre as weft es
amhrtecl ar spxify any recessed
locations. HVAC requirements, evil/. mechmieal chase sizes
place cut alter, or
drill ANY stluamrN member of a doss unless specifically
and respovsibflity of
b-dtler. elease refac m ma BCSI for maeing reehNyees am
It is recarnurended that trusses are braced with a MINIMUM 2x6 Strongback
g all I«al and m-mcipbty staNtes m We I— Ne
h being butt BFS does bmlamg deag-,
rail I hvvs. Under vv chdumxtavices u Binders First S..
ble for II i H renew, a-atwmk, i,A
pomitled by the — d F, draaavg.
recemmevdativns.
every 10' (at vertical or added block) and/or as directed by the FOR or Builder
pmJ non perform
Duly eomponmt desw as dhvnai by the cusromtt budder
mpvn or meaho
chases -Ness requ CLEARLY specified AND
fi Trvssea and/or beams are voi dnigved ro auppart masonry
9. Do not veil oc screw through horizwt [ sphca plates of floor
ESPECIALLY over large open areas for ceiling uniformity.
regismred arNutaa ac Fvgveef of Retard By the Rajevl.
voordwalea wild B 1 F Source Prig m cuss Cbncaliw
of �Y kind Lwtels or older mawvrY suPPart%are to be
sued and provided by others.
busses
2. Bmlders Fuss Source is not responsible for determining whether
4 Under na chcumstences is Bmlders First Source -heir truss
'1.
IT Pr[I all fustevcr holes b hmgcrs wild fans types spmtiad m
Bottom chords should be leveled prior to onaching bracing and
the smrvM1ure built by means of mmponrn[s md/or evginttxwg
xaPPhea by aaaaea Pirst soame manx xlale, rovory,
evgmev the EVPjveer of Recoil t'or ANY proje0.
Areas val covered by busses are to be field Named by others
the .F.,ovdmg hanger table. Refer I. Simpsw Stlovg Tie
catalog for tables.
should be installed during truss erection per BCSI-B] reconanendations.
�yrean=a/or ma-icipalm codex. regulations, or aaae-amax.
U
DATE: 11113/26Z4
DESIGN HY: LC
SALESMAN: UANNY O.
REPRESENTS LUT END OF
AS DEPICTED ON TRU55 DRAWING
JOB NLrMBEtt TED
SCALE: Ira• = I•
1dEV15lONS:
DATE; REMAltRS:
HANGER LEGEND HATCH LEGEND
11113124 RERhHTs
(A) LU5410
(01 VA BEAM / LEDGER
(, LU5414
(0) MISBJT. BEARH4G WALL
TFIA422
CO
(14) HVAC/STORAGE
THACA22
(0) O tiBCxAWICAL CHASE
SHEET
HU414
(B) = GI@DBR TRll58
FT-1
0 —14
101 s—L BEAM
ROOF DECK TRUSS
STANDARD DETAE,S
-
DESIGN LRDERIA
BniWmg Codes;
p,
-
LBC20211TPI2IN
TCCL (PSF): 1p9
TCDL
- -
Bcu. (PIE) o
—
_
(P ): ,
Truss DepN:20'3' IP
LL Mau Defl' 3W
li Max Deft' 24tl
�y
NOTES
STACKING MATERIALS
ROOF DECK TRUSS LAYOUT
SEE ENGINEERED
CUTSHEETS
A
s a wIw
oC
tlo 17
ty
Builders
Fi rstSource
OFFICE: -.245 8531
FAX )2245.8534
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8
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_-.-__•BMt__-__
---- . __�
CITY OF GRAPEVINE
W
TNIS PAGE RELEASED FOR CONSTRUCTION
RELEASEUOESNOTAUTHORIZEANY WORK IN CONFLICT
Q
U
WITH THE BUILDING CODE OR ZONING ORDINANCE.1'
DECK BEAMS
CITY APPROVED PLANS TO BE KEPT ON THE JOB SITE AT
Fab Type
Net QtY Plies
Prod- Length PIoUD
ALL TIMES. m
FF
3 3 1 3/4" x I8" 2.0E Microllem®
LVL 24' 0" -BM1
03125/2025 DATE:
H/D12024
NOTES
1. Nstomer u respovsible to verify that the product Builders Fuse
3 It is the respomibdity of [he customer. builder, build'mg
5. Adjmt Imes spacing as i,,W m awtd ell plumbing drops,
8. This placement diagrem u for Iecahon and Barring Purposes
Source v pcavid'mg is approved far efl dwevsioval and
ev eewg requuemmts veeded far the strucNre as weft es
desippec, ammrcn ar FOR tv spxify any recessed hghtmg
lacatiovs, I[D- requiremevts, andlm mechmieal chase sizes
f place flues. avd HVAC ductwork. Do NOT cut alter, or
drill ANY sbucmral member of a tlms uWess specifically
ONLY Ivstalletlov and bracing is the respomibflity of the
bufldec. Please refer tv the BCSI for rochvi— avd
g all 1-1 soil muumipbty staNtes at We locehw Ne
rail Ivcahvos. Under uv chdumstavices u Bmlders First Svmce
permitled by the truss -E, dmwm�g.
remmmevdatimrs.
pmJec[ h being butt. BFS does not perform hmlding desge,
Duly compovmt d— as dhvnM by the casromer, builder,
EvgWeer Record By
responable for hghlmg inrerrerences, ductwork, or mechanical
ehasea ndess mgai .v are CLEARLY spemfied AND
— B-1 First Source Cbncaiiw
fi. Trvssea avd/m beams are voi dnigved ro support masovry
kind Lwtels tv be
9. Do vot veil oc screw through hotizwtal sphca phtes of fluor
basses.
re8ismred mclutem uc of the Rujecl.
covrdmmed Prig m truss
of �Y m other mawvrY suPpaRs ere
sized and provided by others.
2. Bmlders Fuss Source is vot responsible for determining whether
4 Under ne c, is -Id- First Source m their truss
10. Pt0 all fustevcr holes W hmgcrs with fasmncc types sp
the smu.4ure built by means of romponrn[s m 0/ ov' - xwg
upphed by Builders First Spume ursns stale, wuury,
E.&ances
f.
evgmev the EVPjveer of Recoil t'or ANY proje0.
'1. Areas vol covered by busses are to be field Named by others
the rorrespovdvtg havger able. Refer ro Simpsw Strovg Tie
g E,I
cemlog for tables.
�tymanaa/er mmieipalhy eedea, regulations, or aaaeaamaa.
BY: ARNOLD O RAMIREZ TSBPE: 1-3898 DESIGN HY: LC
BUILDING INSPECTION DIVISION.
RELEASE
DOES NOT APPLY TO CONSTRUCTION IN SALESMAN: UANNY O.
EASEMENTS OR PUBLIC RIGHT OF WAY.
JOB NUMBER: TBD
ALL CHANGES MUST BE APPROVED. SCALE: I/4^=P
� 1dEV15lONS:
REPRBSBNTS LUT ff— nF TRDB3
AS DEPICTED ON TRU55 DRAWING DATE; REMARKS;
""IWORTANTxxw
HANGER LEGEND DATCH LEGEND IJnan4 PFRFRfs
(A) I.U324 fill BEAM/LPAGHR
Strongb9ck Bl'ACb1H
It is recommended that trusses are braced with a MLVIMUM 2x6 Strongback
(, LOSM f23) INr. BPaRmG wnr r
every 10' (at vertical or added block) and/or as directed by the FOR or Budder
(C� BUSM Us) ®xvnc / sroRAGe
ESPECIALLY over large open areas for ceiling uniformity.
() HGDgl6-2 (S) O tiIECHAWICAL CHA.SP
Bottom chords should be leveled prior to Douching bracing and
O HG[Is28a p7 cBmSHEET
ER TRUSS
should be installed during truss erection per BCSI-B] reconnuendatimM.
O THTTkD4 (0) �' STEEL I -BEAM FT1